Loading...
HomeMy WebLinkAbout5347 8th St (8)Project Consultants: CAMPO ENGINEERING, INC. CIVIL WEBER AND TINNEN, P.A. STRUCTURAL ZEPHYRHILLS PUBLIC LIBRARY ZEPHYRHILLS, FLORIDA For CITY OF ZEPHYRHILLS i a• f. CONSULTIN(a ENGINEERINCa ASSOCIATES INC. MECHANICAL, PLUMBING, & FIRE PROTECTION M.P. SPYCHALA & ASSOCIATES, INC. ELECTRICAL & TECHNOLOGY CONSTRUCTION DOCUMENTS 01/16/14 ZEPHYRHILLS PUBLIC LIBRARY ABBREVIATIONS SYMBOLS LEGEND PROJECT GENERAL NOTES CODE CRITERIA CODE CRITERIA (CONT'D.) OCCUPANCY CALCULATIONS DRAWING INDEX 81 AND K NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)• Roots ROOM ROOM CODE ND. DAZE G E 5 E 4 AI •- L ID ANGLE AT K.P. K.S. KICK PLATE KNEE SPACE A IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACWR AND EACH OF HIS SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, LATEST ADOPTED EDITIONS 2010 FLORIDA BUILDING CODE - BUILDING NO. NAME SO. FT. CLASSIFICATION OCCUPANCY ._ LOBBY 407 7'NET 5s .. .. COVER SHEET .ANIioR 54 300 GROSS 1 ' CENTERLINE L ADDENDA, ETC. TO ASSURE COORDINATION OF ALL WORK AFFECTING NFPA-1 UNIFORM FIRE CODE, 2009 ED. NEW 1-STORY LIBRARY FACILITY AUTOMATIC FIRE SPRINKLER/FIRE ALARM SYSTEMS X1.1 01 16 to ABBREVIATIONS, LE E� I.i"ES,DRAWING 'NDEX 'T2 CAMPAN'c�. ^___- s6 NIA o MD. DATE 0 DIAMETER OR ROUND L. LENGTH EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE RESPONSIBLE NFPA-10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS TOTAL AREA: 8.463 SF _ N MEN 152 NIA C1.0 01/16/14 COVER PAGE = NUMBER OR POUND LAB. LABORATORY 1 COLUMN AND PARTY FROM PERFORMING ALL WORK REQUIRED. NFPA-13 STANDARD FOR THE INSTALLATION OF a -3' '� WOMEN 2+5 NIA A L.A. LAM. LAY -IN ACOUSTICAL LAMINATE CONSTRUCTION GRID LINES 1. EXISTING CONDITIONS -THE EXISTING CONDITIONS SHOWN ON THESE SPRINKLER SYSTEMS CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION SECTION 302.1 GENERAL C2.0 ... .. 01/16/14 _ GENERAL NOTES g 105 MEETING ROGM1' _ 042 7 NET 92 105A GALLEY '!5 so GROSS 2 A.R. ANCHOR BOLT LAV. LAVATORY DRAWINGS ARE BASED ON INFORMATION PROVIDED TO THE ARCHITECT. NFPA-14 STANDARD FOR INSTALLATION Of SECTION 303 ASSEMBLY OCCUPANCY -GROUP A-3 (LIBRARY) ( C3.0 -._.- 01 i6/14 EX. CONDITIONS,DEMO AND ERA P `, __ .. 1059 STORAGE 46 GROSS 1 A/C AIR CONDITION (ING) LBL LABEL /� DOOR SYMBOL - SEE A74 DWGS THE CONTRACTOR SHALL VERIFY ALL CONDITIONS ON THE JOB STANDPIPE AND HOSE SYSTEMS C4.0 01/16/14 OVERALL SITE PLAN 1 1a6 NEW BOOKS 373 tooGRpss a��C5.0 ACOUS. ACOUSTIC (AL) L.F. LINEAR FELT FOR SCHEDULES & DETAILS SITE, AND NOTIFY THE ARCHITECT Of DEVIATIONS FROM THESE DRAWINGS DNATI NFPA-15 STANDARD FOR WATER SPRAY FIXED CHAPTER 5 -GENERAL BUILDING HEIGHrs AND AREAS �011j6/14 PAVING,_ GRADING AND DRAINAGE PUN 107 toe BUSINESS CENTER SERVICE DESK 97 314 100.GROSS 1W',GR06s 1 q ADJ. A.D.O. ADJUSTABLE, ADJACENT AUTOMATIC DOOR OPENER LKR. L.L. LOCKER LEAD LINED,UVE LOAD 3 O HOLLOW METAL WINDOW SYMBOL - SEE A14 DWGS FOR LEGEND & PRIOR TO FABRICATION AND INSTALLATION OF THE WORK. SYSTEMS FOR FIRE PROTECTION NFPA-20 STANDARD FOR INSTALLATION ON OF TABLE 503: CROUP A-}; TYPE II-B CONSTRUCTION TYPE II-B: 55'-0' PROPOSED) - OK C6.0 ........ G7.0 01 16 ._.� /14 01 �16/14 UTILITY PLAN ---- PAVING GRADING, AND DRAINAGE PUN O �' 109 CHILDREN'S COLLECTION 602 esa t001GR059 7 A.F.F. ABOVE FINISH FLOOR L.P. LIGHTPROOF DETAILS 2. DRAWINGS - THESE DRAWINGS SHALL NOT BE SCALED. REFER TO CENTRIFUGAL FIRE PUMPS MAX. HEIGHT: (20'-0' C8.0 01 16 14 __ UTILITY DETAILS Ito COMPUTERS soNET 1e A.H.U. AIR HANDLER (UNIT) UNIT LT.WT. LIGHT WEIGHT DIMENSIONS INDICATED, ACTUAL SIZES OF CONSTRUCTION ITEMS OR NFPA-22 STANDARD FOR WATER TANKS FOR MAX. NO. OF STORIES: TYPE II-8: 2 (1 STORY PROPOSED - OK ) F 111 _ Arv-_-;--.._t""'.-,=--�3 _ ___ _ _ __ _ -00 5 NNET 2 N0. DATE LAN DS CAPE A_. ALUMINUM M A ALUMINUM WINDOW SYMBOL -SEE OTHER METHOD OF LOCATING CONSTRUCTION. WHERE NO DIMENSION OR PRIVATE FIRE PROTECTION, 2008 ED. MAX. AREA 9,500 SF PER FLOOR ( 8.463 PROPOSED) - OK a 112 :. .. - '- '"' 911 367 100,GR055 1c0'GROSS t0 4 L1.0 01/16/14 / TREE DISPOSITION PLAN A.L. ACOUSTICAL LAY -IN HAS. MASONRY A15 DWGS FOR LEGEND & DETAILS METHOD Of DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT NFPA-26 SUPERVISION OF VALVES CONTROLLING CHAPTER s -CONSTRUCTION TYPES E '* A-T. ANOD. ALTERNATE ANODIZED () MATL. MATERIAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. WATER SUPPLIES FOR FIRE PROTECTION SECTION 602.2: - L2.0 01 16 14 ---- - LANDSCAPE PLANTING PLAN w L° � - 1t2 =. ._ a_-"._ 44t 50 NET 9 A.P. ACCESS PANEL MAX. M.B. MAXIMUM MACHINE BOLT EN EQUIPMENT NUMBER 3. DIMENSIONS -DIMENSIONS ON PLANS RE FROM FACE OF C.M.U. NFPA-49 HAZARDOUS CHEMICALS DATA TYPE II-8 CONSTRUCTION • O Z 1t3 B -' '6 t00GR �S 1 XD. DA'E IRRIGATION ATIOM kPPROX. APPROXIMATE MECH. MECHANICAL INTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF GYPSUM NFPA-54 NATIONAL FUEL GAS CODE, 2009 ED. TABLES 601 & 602: 114 11s TEENS siuov ROOM 204 et 50NET SOVIET 5 z IR1.0 Oi/16/t4 IRR,GATGN PLAN N ARCH. AUTO. B. ARCHITECT AUTOMATIC MED. MED. MET. MEDICINE CABINET CAB. PREPMEDICAL PREPARATION MTL.METAL KEYNOTE SYMBOL BOARD OR FACE OF EXISTING WALL, UNLESS NOTED OTHERWISE. EXTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, UNLESS NOTED OTHERWISE. DIMENSIONS INDICATED AS CLEAR SHALL BE A MINIMUM NFPA-70 NATIONAL ELECTRICAL CODE NFPA-72 STANDARD FOR INSTALLATION, MAINTENANCE AND USE OF LOCAL PRIMARY STRUCTURAL FRAME TYPE II-B: 0 HOUR BEARING WALLS EXTERIOR: TYPE II-8: 0 HOUR + IR2.0 Ot 16 14 _ "�"�"���� IRRIGATION DETAILS � ' z ITS STuov ROOM 157 50'NE7 4 117 ELECTRICAL 98 300:GROSS 1 N0. DATE 8TRU 071ItAL B.G. BUMPER GUARD MFD. MANUFACTURED DIMENSION, FACE TO FACE OF FINISH MATERIALS. PROTECTIVE SIGNALING SYSTEMS INTERIOR: TYPE II-8: 0 HOUR r 118 119 MECHANICAL CIRCULATION WORK AREA 237 619 30o. GRoss 100IGROSS 1 7 SN-1 01/16/14 NOTES AND SPECIFICATIONS BLDG. BM. BUILDING BEAM MFR. MANUFACTURER GAS 15 WALL TYPE - SEE A13 DWGS WHERE INDICATED 4. DUCTS, PIPES, CONDUIT, ETC. -ALL VERTICAL AND HORIZONTAL DUCTS, NFPA-80 STANDARD FOR FIRE DOORS AND WINDOWS NONSEARING WALLS AND PARTITIONS EXTERIOR: TYPE II-B: 0 HOUR •• SN-1 01/16/14 NOTES NO SPECIFICATIONS y �' 120 DIRECTORS t25 100:GROSS 2 121 I.T. 66 300 GROSS ROT. B.J.R. BOTTOM BUILT-UP ROOF M.G. M.G.A. MEDICAL MEDICAL GAS HARM SECTION CALLOUT PIPES, CONDUIT, ETC (WHETHER SHOWN OR NOT). IN FINISHED ROOMS CEILINGS. NFPA-88A STANDARD FOR PARKING STRUCTURES NFPA-90A STANDARD FOR THE INSTALLATION OF NONBERING WALLS AND PARTITIONS INTERIOR: TYPE II-8: 0 HOUR S1.0 S2.0 01/16/14 0'/16/14 FOUNDATION PLAN ROOF FRAMING PUN E - 122 STORAGE 65 30PGROSS C M.G.O. .V.B. M.GCAB. MEDICAL GAS OUTLET MEDICAL GAS VALVE BOX WALL X - DRAWING NUMBER SHALL BE LOCATED WITHIN WALLS OR ABOVE FINISHED ITEMS THAT CANNOT BE LOCATED WITHIN WALLS OR CEILINGS SHALL BE FURRED AIR CONDITIONING AND VENTILATION FLOOR ORAND SECONDARY MEMBERS: TYPE II-B: 0 HOUR S3.0 O'/16/14 HIGH CLERESTORY ROOF FRAMING PLAN 123 STAFF TOILET n NIA 224 125 STAFF LOUNGE BOOK RETURN 14 67 tOff GROSS 300 GROSS CABINET MNIMUUM HOLE AX.XX -SHEET NUMBER WAND I ED ADJACENT SURFACES AND ANY RPRIOR SHED TRATINGS. SYSTEMS. 2009 ED. ROOF CONSTRUCTION AND 54.0 01 /16/14 UPLIFT DIAGRAM Oct C.B. C.C.T. CATCH BASIN CUBICAL CURTAIN TRACK MIN. MISC. MISCELLANEOUS /�1 DETAIL SECTION CALLOUT CEILING VERIFY ACCEPTABILITY WITH RCHITECTTCH TO ENCASEMENT. NFPA-90B STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR SECONDARY MEMBERS: TYPE 11-8: 0 HOUR SSI.O 01 I6 14 -1 / BUILDING SECTIONS _ _ E m TOTAL NET SQUARE FOOTAGE: 7,424 TOTAL OCCUPANT LOAD: 242 C.C.U. CORONARY CARE UNIT MUDD. MOULDING '�� x X - DRAWING NUMBER CONDITIONING SYSTEMS, 2009 ED. • PER EXCEPTION G. THE FIRE RATING CAN BE REDUCED TO NOT LESS THAN SS20 01/16/14 BUILDING SECTIONS a e CER. CERAMIC M.O. MASONRY OPENING AX.XX - SHEET NUMBER 5. ACCESS DOORS -FURNISH AND INSTALL ACCESS DOORS IN WALLS AND NFPA-91 STANDARD FOR THE INSTALLATION OF THAT REQUIRED BY TABLE 602, AND SINCE ALL BUILDING FACES ARE GREATER SS3p 01/16/14 BUILDING SECTIONS _ a r C.F.C.I. C.G. CONTRACTOR FURNISHED CONTRACTOR INSTALLED CORNER GUARD M.O.L. M.P. M.R. MORE OR LESS MEDICINE PREPARAT':Ov MOISTURE RESISTANT INTERIOR ELEVATION CALLOUT X - DRAWING NUMBER NON -ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, FIRE PROTECTION, PLUMBING, ELECTRICAL OR OTHER EQUIPMENT IS REQUIRED. WHERE WALL OR CEILING IS REQUIRED TO BE BLOWER AND EXHAUST SYSTEMS NFPA-92A STANDARD FOR SMOKE CONTROL SYSTEMS, 2009 ED. THAN 30 FEET FROM ALL OTHER BUILDINGS AND THE CENTERLINE OF ADJACENT STREETS, NO FIRE RATING G IS REQUIRED. SD1 0 ....... .SD2. 0 ---� 01/16/14 01 18 14 - STANDARD DETAILS STAND DETAILS _ ---- - - -,-,-- -- N '4' o z AX.XX - SHEET NUMBER RATED, PROVIDE ACCESS DOORS OF FIRE RATING EQUAL TO SURFACE IN •• PER TABLE 602, SINCE ALL BUILDING FACES RE GREATER THAN 30 FEET SD3.0 01/16/14 STANDARD DETAILS C.I. C.J. CAST IRON CONTROL JOINT M.R.I. MAGNETIC RESONANCE IMAGER WHICH THEY OCCUR. NFPA-101 LIFE SAFETY CODE, 2009 ED. FROM ALL OTHER BUILDINGS AND THE CENTERLINE OF ADJACENT STREETS, NO SD4.0 01 16 14 STANDARD DETAILS o X0. DATE AST i[ .,4.t = C.L C_G. CENTER LINE CEILING M.S. M.S.L. METAL STUD MEN SEA LEVEL i - ENLARGED PLAN/DETAIL CALLOUT X -DRAWING NUMBER 6. BLOCKING -WOOD BLOCKING SHALL ONLY BE USED IN LOCATIONS AT NFPA-220 STANDARD ON TYPES OF BUILDING ADDITIONAL FIRE RATING S REQUIRED. AS31 01/16/14 �iE - J t l � - WHICH GALV. META. BACK-UP CANNOT BE USED. ALL BLOCKING Ol7TSIDE CONSTRUCTION ` � u C'_0. CIA. CLOSET CLEAR M.T. MTO. METAL THRESHOLD MOUNTED AX.XX -SHEET NUMBER THE BUILDING ENVELOPE OR SUBJECT TO MOIST OR HUMID CONDITIONS NFPA-251 STANDARD METHODS OF FIRE TESTING OF TABLE 705.8. MAXIMUM AREA 0= EXTERIOR WALL OPENINGS: NO LIMB SINCE ALL BENT NG FACES ARE GREATER THAN 30 FEET FROM THE "' �""'� AS41 - 01/16/14 SITE DETAILS SITE DETAILS LL ' S o M0. ]A•E MACH Tt:.1- C.M.U. COL. CONCRETE MASONRY UNIT COLUMN MEAL M.V. MULLION MIXING VALVE M REVISION SHALL BE PRESSURE TREATED. ISOLATE PRESSURE TREATED WOOD FROM META_ FRAMING WITH 15 FELT, AND USE CORROSION RESISTANT BUILDING CONSTRUCTION AND MATERIALS TEST OF DOOR ASSEMBLIES CENTERLINE OF ADJACENT STREETS. `aP a ZU' Ai.t ASA 0+/i6/14 01/16/14 LIFE SAFETY PLAN ARCHITECTURAL FLOOR PUN CON. COMMON N pSgp FASTENERS. NFPA-252 STANDARD METHODS OF FIRE TEST OF SECTION 707 FIRE BARRIERS 5 I S o CONC. CONCRETE N.C. NURSE CALL DOOR ASSEMBLIES SECTION 707.6 - OPENINGS: CONST. CONSTRUCTION N.I.C. NOT IN CONTRACT 100-0" FLOOR/DATUM ELEVATION 7. PRECAUTIONS - IF UNFORESEEN CONDITIONS ARE DISCOVERED WHICH NFPA-253 STANDARD METHODS OF TEST FOR OPENINGS IN A FIRE BARRIER WALL SHALL BE LIMITED TO A MAXIMUM A5.2 01/16/14 CLERESTORY PLAN CONT. CONTINUOUS N0. NUMBER FIRST FLOOR LEVEL COULD CAUSE ADVERSE EFFECTS UPON THE STRUCTURE OR ff5 CRITICAL RADIANT FLUX OF FLOOR AGGREGATE WIDTH OF 25 PERCENT OF THE LENGTH OF THE WALL A6.1 Ot/16/14 DIMENSION PLAN _ CONTR. CONTRACTOR NOM. NOMINAL OCCUPANTS, REPORT ANY SUCH CONDITION IMMEDIATELY TO THE COVERING SYSTEMS USING A RADIANT (TYPE II-B REQUIRESO-HOUR RATING OF ALL WALLS) A7.1 _ 01/16/14 FURNIT RE & EQUIPMENT PUN CORR. CORRDOR N.STA. NURSE STATION C.O. CASED OPENING N.T.S. NOT TO SCALE P. A MATCH LINE ARCHITECT. TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. THE CONTRACTOR SHALL REPORT ALL HAZARDOUS MATERIALS DISCOVERED HEAT ENERGY SOURCE NFPA-255 STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS: 01116/14 01/16/14 REFLECTED CEILING PLAN -N - ROOF PLAN A8.1 AGA CP C.S. CARPET CONCRETE SEALED D g TO OWNER, ARCHITECT AND AUTHORITIES HAVING JURISDICTION. HATER ALS (TYPE N-B REQUIRES O-HOUR RATING) Ot /16/14 , ROOF DETAILS A9.2 C.S.W. CAVITY SHAFT WALL 0 A. 0 C OVERALL ON CENTER 8. PLUMBING, MECHANICAL, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, NFPA-256 STANDARD METHODS OF FIRE TESTS OF CHAPTER 8 - INTERIOR FINISHES A10 1 01/16/14 _ EXTERIOR ELEVATIONS -- --- MATERIAL LEGEND A10.2 C.T. CERAMIC TILE O.D. OUTSIDE DLAMETER,OVERALL CML - BRING TO THE ATTENTION OF THE ARCHITECT ALL CONFLICTS WITHIN THE ROOF COVERINGS NFPA-703 STANDARD FOR FIRE RETARDANT TABLE 803.9, INTERIOR WALL AND GETTING FINISH REQUIREMENTS BY 01 16/14 EXTERIOR ELEV_Al10NS _ C R. COUNTER, CENTER DIMENSION WORK. IMPREGNATED WOOD AND FIRE RETARDANT OCCUPANCY: A10 3 Oi/15/14 BUILDING SECTIONS C.T.S. COMPUTED AXIAL O.F.C.I. OWNER FURNISHED COATINGS FOR BUILDING MATERIALS OCCUPANCY A-3, NONSPRINKLERED: EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS A 01/16/14 A10 4 BUILDING SECTIONS TOMOGRAPHY SCANNER COUNTER SUNK CONTRACTOR INSTALLED 9, SITE USAGE - USE OF THE SITE FOR ANY CONSTRUCTION STAGING OR OTHER OPERATIONS SHALL BE COORDINATED WITH THE OWNER. TAKE CORRIDORS: CUSS A A1.1 1 01/16/14 ._..._ ....._. _ WALL SECTIONS CTSK. C.T.W. CERAMIC TILE WAINSCOAT O F01. OWNER FURNISHED OWNER EARTH/FILL CARE NOT TO BLOCK OR ADVERSELY AFFECT ANY PUBLIC OR ADJACENT AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ROOMS AND ENCLOSED SPACES: CUSS C A11-2 01/16/14 _ -- - -- WALL SECTIONS C.U. CLEAN UTILITY O.H. INSTALLED OVERHEAD, OPPOSITE __- OWNER AREAS, OR OTHER AREAS NOT WITHIN THE CONSTRUCTION LIMBS. ANSI -A 117.1 "AMERICAN NATIONAL STANDARD FOR EXCEPTION: A11 3 01/16/14 _ WALL SECTIONS D D.A. DELAYED ACTION O.H. CAB. OVERHEAD CARNET - BRICK 10. EXIT ACCESS - MAINTAIN FREE, SAFE, AND APPROVED MEANS OF BUILDINGS AND FACILITIES -PROVIDING ACCESSIBILITY AND USABILITY FOR LOBBY AREAS IN A-3 OCCUPANCIES SHALL NOT BE LESS THAN CUSS B 01/16/14 - - - - ---- WALL SECTIONS _ A11 4 DBL DOUBLE OPNG. OpP, OPENING OPPOSITE EGRESS IN AND OUT OF PROJECT LOCATION AND EXISTING OCCUPIED PHYSICALLY HANDICAPPED PEOPLE' MATERIALS. A11.5 01 /16/14 WALL SECTORS -- - - A13.1 AT DE. DOUBLE EGRESS O.S. OVERFLOW SCUPPER - CONCRETE BUILDING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE ) FLORIDA ADMINISTRATIVE CODE (FAG) : CHAPTER 9 - FIRE PROTECTION SYSTEM SECTION 903.2J.3 GROUP A-3 O'/16/14 O'/16/14 INTERIOR SECTIO_N_S &DETAILS_ -_.. COOK SCHEDULE & DETAILS DET. D7. DEPARTMENT DETAIL O.R. OPERATING ROOM REGULATORY AGENCIES. CH. 4A-3 FAC THE STATE FIRE PREVENTION CODE AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED. 01/16/14 A151 5,1 ALUMINUM FRAME ELEVATIONS' & DE_IALS D.F. DRINKING FOUNTAIN P P. PANT STUCCO, CEMENT PLASTER, 11. N.I.C. ITEMS - ALL ITEMS MARKED N.I.C. (NOT IN CONTRACT) ARE TO BE CH. 4A-47 FAC THE UNIFORM FIRE SAFETY STANDARDS CHARTER to - MEANS of EGRESS A752 01 i6/14 L ALUMINUM FRAME DETAILS DIAL DIAMETER PF. PREFABRICATED LIGHTWEIGHT CONCRETE FURNISHED BY THE OWNER. CONSULT THE OWNER FOR ANY ADDITIONAL FOR ELEVATORS SECTION 1003.2, CEILING HEIGM ..._ 01/16/14 ENLARGED PLANS & DETAILS DIAG. DIAGONAL PL PLATE, PLASTIC - REQUIRED INFORMATION NOT SHOWN. THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 _A16A A771 0 /7.6/14 ------ - INTERIOR ELEVATIONS DIM. DISP. DIMENSION DISPENSER LAMINATE CMU - URGE SCALE 12. EQUIPMENT -REFER TO EQUIPMENT SCHEDULE FOR ADDITIONALA18.1 FLOR I DA BUILDING CODE 2010 EDITION FEET 6 INCHES. �_ A18 1 01/16/14 CASEWORK DETAILS_ _�... ON. DOWN PLAS. PLBG. PLASTER PLUMBING INFORMATION. VERIFY ANY REQUIREMENTS FOR ROUGH IN OR FLOR I DA BUILDING CODE 2010 TABLE 1004.1.1. MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: REFER TO LIFE SAFETY PUN, SHEET A1.1. A19.1 0 /i6 14 / FINISH SCHEDULE & DETAILS -- - -- D.R. DRESSING ROOM PLYWD. PLYWOOD CMU - SMALL SCALE CONNECTION PRIOR TO CONSTRUCTION TO ASSURE CORRECT FLORIDA BUILDING CODE ACCESSIBILITY 2010 A20.1 Ot 16 14 BRICK AND STONE DETAILS DR. DOOR, DOCTOR POL. POLISHED INSTALLATION, OPENINGS, ELECTRICAL, MECHANICAL. BLOCKING: ETC. FLORIDA GAS CODE 2010 SECTION 10 MINIMUM REQUIRED EGRESS WIDTH: A20.2 01/16/14 --`--- BRICK AND STONE DETAILS DWGS. DWR. DRAWINGS DRAWER PR. PT. PAR POINT CERAMIC TILE 13. FIXTURES -LAVATORIES AND SINKS SHALL BE INSTALLED A FLORIDA MECHANICAL CODE 2010 MEANS 'MULTIPLE MEANS OF EGRESS SHALL E SIZED SUCH THAT THE LOSS OF ANY ONE HENS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY 70 LESS X0. DATE PIU YBIMC P0.1 07 16 14 PLUMBING LEGENDS NOTES, &SYMBOLS E P.T. PRESSURE TREATED � ��� MINIMUM OF 4" FROM FINISHED SIDE WALLS. FAUCETS SHALL BE FLORIDA PLUMBING CODE 2010 THAN 50 PERCENT OF THE REQUIRED CAPACITY.' EA. EACH P.T.D. PAPER TOWEL INSTALLED WITH A MINIMUM OF 5" FROM THE OUTLET TO THE FLOOD RIM FLORIDA FIRE PREVENTION CODE 2010 PLUMBING SCHEDULES P0.2 01 /16/14 F.B. - = EXPANSION BOLT EXPANSION JOINT DISPENSER`- % . ' METAL - LARGE SCALE OF SINKS, INCLUDING THOSE EQUIPPED WITH VACUUM BREAKERS. WATER CLOSETS SHALL BE INSTALLED A MINIMUM OF 15" FROM FINISHED SIDE AMERICANS WITH DISABILITIES ACT (ADM): TABLE 1005.1, EGRESS WIDTH PER OCCUPANT SERVED: STAIRWAYS: 0.3 INCHES PER OCCUPANT (MIN. 44 INCHES) _ .. P5.1 01/16/14 PLUMBING FLOOR PLAN SANITARY E_. ELEVATION PTN. P.V.C. PARTITION POLYVINYL CHLORIDE WALLS TO CENTERUNE OF FIXTURES. (18" TO CENTERUNE FOR ACCESSIBILITY GUIDELINES FOR BUILDINGS AND OTHER EGRESS COMPONENTS: 0.2 INCHES PER OCCUPANT P5.2 P6.1 01 16 14 '/ 07 16 14 PLUMBING FLOOR PLAN WATER P LAMBING I " "--- l SOMETRIC DIAGRAMS E_EC. ELECTRICAL A7 F ALL SCALE OR METAL - SMALL HANDICAPPED FIXTURES). FACILITIES, JULY 1991 EDITION X0. DATE HVAC E_EV. ELEVATOR D.T. QUARRY TILE SHEET METAL SECTION 1005.2 DOOR ENCROACHMENT EVER. EMERGENCY R �T^^-- 14, COORDINATION - GENERAL CONTRACTOR SHALL COORDINATE METAL AND AIR CONDITIONING CONTRACTORS NATIONAL DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE Mo.1 01/15/14 HVAC LEGENDS, NOTES & SYMBOLS E.P. ELECTRICAL PANELBORD EQUAL R. RISER OR RADIUS, FINISH WOOD REQUIREMENTS OF ALL TRADES TO ALLOW FOR TIMELY INCLUSION IN THE ASSOCIATION INC. (SMACNA): REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 M5.1 01/16/14 HVAC FLOOR PLAN EQ. EQUIP. EQUIPMENT R.C. RUNNER CHANNEL WORK AL_ REQUIRED ITEMS $O AS NOT TO DELAY THE WORK OR THE FIRE, SMOKE AND RADIAT ON DAMPER GUIDE INCHES INTO THE REQUIRED WIDTH. M6.1 01 16 14 --- HVAC SCHEDULES E.R. EMERGENCY ROOM, R.C.P. R.D. REINFORCED CONCRETE PIP ROOF DRAIN WOOD BLOCKING WORK OF ANY SUBCONTRACTOR. (EDITION 1995) SECTION 1008.1.1, SIZE OF DOORS: 32 IN. MIN. CLEAR WIDTH: a8 IN. MAX. .M7.1 01/16/14 - HVAC DETAILS E.S. EMERGENCY RELEASE EXPOSED STRUCTURE RE. RELATIVE TO 15. SPECIFICATIONS - REFER TO THE PROJECT MANUAL FOR AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR SECTION 10,08.1.7, THRESHOLDS: )J" MAX AT PRIMARY DOOR ONTO M8.1 01/16/14 HVAC CONTROL DAGRAMS M0. DATE :-E IC A. ET. ELAPSED THE RECEP. RECEPTACLE SPECIFICATIONS OF ITEMS. REQUIREMENTS OF THE SPECIFICATIONS APPLY CONDITIONING ENGINEERS INC. (ASFRAE): IMPERVIOUS CONSTRUCTION E.W.C. ELECTRIC WATER COOLER REF. REFERENCE WOOD SHIM TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDITIONAL INFORMATION FOR EACH ITEM SO SPECIFIED. IF DISCREPANCIES EXIST ASHRAE HANDBOOK OF FUNDAMENTALS, EDITION 2001 TABLE 1015.1, SPACES WITH ONE MEANS OF EGRESS: 49 MAX.00CUPANT E1._0 01 L1. /14 6 ELECTRICAL SITE PUN EXP. EXIST. EXPANSION EXISTING REFR. REG. REFRIGERATOR REGLET, REGULAR BETWEEN SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT UNDERWRITERS LABORATORIES INC. (LI TABLE 1016.1. EXIT ACCESS TRAVEL DISTANCE: 200 FT. ..-_ E2.0 Ot/16/14 SYMBOLS SCHEDULES & RISER EXT. EXTERIOR REINF. REQD. REINFORCING REQUIRED -. PLYWOOD REQUIREMENT SHALL PREVAIL. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES TO OBTAIN CLARIFICATION."-' FIRE RES I STANCE DIRECTORY, CURRENT EDITION TABLE 1015.1. CORRIDOR FIRE -RESISTANCE RATING: WITHOUT AUTOMATIC E2.1 Ot 16 14 �- / DETAILS p REV. REVISION GYPSUM ASSOCIATION (GA) : SPRINKLER SYSTEM, OCCUPANCY A. 1-HOUR. E3.0 E4.0 01/16/14 01 16 14 / / LIGHTING PLAN POWER AND DATA PUN F.A. FIRE ALARM R.H. ROBE HOOK �,- � � � � GYPSUM WALLBOARD 16. GENERA- CONTRACTOR SHALL VERIFY CONSTRUCTION IS COMPLETE SECTION 1018.2. CORRIDOR WIDTH: 44 IN. MIN. - E5.0 01 16 14 FIRE ALARM PUN F.A.C. FIRE ALARM CABINET RM. ROOM AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PRIOR TO FIRE RESISTANCE DESIGN MANUAL, 19th. EDITION DEAD ENDS: 20 FT. MAX. F.A.P. FIRE ALARM PULL STATION R.O. ROUGH OPENING F.C, FURRING CHANNEL INSPECTION BY DOE. NOTIFY THE ARCHITECT PRIOR TO INSPECTIINN OFECTIONON018.4. CEPT� s RIGID INSULATION ANY DEFICIENCIES OBSERVED. 3. A DEAD-END CORRIDOR SHALL NOT BE LIMITED IN LENGTH WHERE THE F.D. FLOOR DRAIN, SA.B SOUND ATTENUATING ------7 LENGTH OF THE DEAD-END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. J FIELD DIMENSION BLANKET 17. IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE SUBSTANTIAL, FDN. F.E. F.E.C. FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET S.C. S-D. SOLID CORE SCHEDULE GATT INSULATION FIRE RESISTIVE INSTALLATIONS CONFORMING TO REQUIREMENTS OF THE INDICATED FIRE TEST AND RECOMMENDATIONS OF UNDERWRITER'S LABORATORIES. INSTALLATIONS NOT CONFORMING THOSE STANDARDS TABLE 1 1-5 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: 2 EXITS MIN. FOR 1-Soo OCCUPANTS V co F.F.E. FINISHED FLOOR ELEVATION S.D. SEAL SOAP DISPENSER SEALANT SATING INSULATION SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. CORRECTED O -ASSEMBLY MAIN EXIT: SECTION 1UM Vz J F.H.C. FIRE HOSE CABINET SECT. SECTION '" "-----•----- THE MINIMUM AGGREGATE WIDTH OF THE MAIN ENTRANCE FOR GROUP A A OCCUPANCIES SHALL BE SUFFICIENT TO ACCOMMODATE 50 PERCENT OF THE _ F.I. FIN. FL FILM ILLUMINATOR FINISH FLOOR S.F.,SO.FT. SQUARE FOOT (FEET) SH. SHELVING, SHELF SH. SHT. SHEET CARPET 18. COORDINATE INSTALLATION OF PLUMBING, VENT STACKS AND CONDUIT TO PERMIT INSTALLATION OF RECESSED TOILET ACCESSORIES, FIRE EXTINGUISHER CABINETS AND OTHER RECESSED EQUIPMENT. OCCUPANT LOAD ND SHALL R AT THE LEVEL A EXIT DISCHARGE OR SHALL CONNECT TO A STAIRWAY OR RAMP LEADING TD A STREET. - Ii FLASH. FLUOR. F.N.D. FLASHING FLUORESCENT FEMININE NAPKIN DISPOSAL SIM. S.M. SIMILAR SHEET METAL PREMOLDED JOINT FILLER 19. WHERE DUCTS, PIPES, CONDUIT, BAR JOISTS, BEAMS OR ANY OTHER ALL COMPONENTS OF THIS BUILDING MUST COMPLY WITH THIS SECTION. F.N.V. F. RF. FEMININE NAPKIN VENDOR FIRE PROOFING) S.M.S. S.P.B. SHEET METAL SCREW SPECIMEN PASS BOX JOINT -SEALANT AND MATERIALS PENETRATE A FIRE RATED WALL OR PARTITION. OPENINGS SHALL BE TIGHTLY SEALED. ANNULAR OPENINGS IN C.M.U. WALLS SHALL WITH GROUT. NOT COVER PENETRATORS OF C.M.U. WALLS CHAPTER 16 -STRUCTURAL DESIGN '^ F.R. FIRE RATED SPEC. SPECIFICATION (S) BACKER ROD WITH R OPENING BETWEEN SLEEVE AND PIPE SHALL BE ANNULAR WITH DRYWALL.ANNULARO TABLE 1 604.5 - OCCUPANCY CATEGORY OF BUILDINGS AND OTHER J V/ U� FR, FRAME SPF. SOUNDPROOF SEALED WITH APPROVED FIRE AND SMOKE RETARDANT SEALER. SLEEVES STRUCTURES T O FT. FIG. FOOT OR FEET FOOTING S.S. STA. STD. STAINLESS STEEL STATION STANDARD SHALL EXTEND A MAXIMUM OF 2" BEYOND FACES OF WALL. REFER TO MECHANICAL DRAWINGS. OCCUPANCY CATEGORY: II FURR. FURRING STL, STEEL TABLE 1607.1 -MINIMUM UNIFORMLY DISTRIBUTED LANE LOADS AND MINIMUM TUT. F.W. FUTURE FLUSH WOOD S70R. STRL STORAGE STRUCTURAL CONCENTRATED LIVE LOADS OCCUPANCY OR USE: LIBRARIES READING ROOMS - 60 PSF (UNIFORM), 1,000 LBS. (CONCENTRATED) GA. GAUGE S.U. SOILED UTILITY STACK ROOMS - 150 PSF (UNIFORM), 1,000 LEIS. (CONCENTRATED) SHEET NO. SYSTEM GAL GALLON SUSP. SUSPENDED GALV. GALVANIZED S.Y. SQUARE YARD SECTION 1609, WIND LOADS ' G.B. GRAB BR T FIGURE 1609A - ULTIMATE WINO SPEEDS FOR CATEGORY 11 BUILDINGS: L G.C. GENERAL CONTRACTOR T. TREAD, TOILET PROJECT IS SITED IN A 137 NOMINAL DESIGN 3-SECOND GUST WIND SPEED AT 33 FEET GROUND FOR EXPOSURE C CATEGORY. G.M. GALVANIZED METAL TA TABLE ABOVE G.M.L. GALVANIZED METAL LATH T.B. TEST BORING DISCIPLINE - A5.1B AREA OF BUILDING PROJECT SRE IS NOT LOCATED WITHIN A WIND-BORNE DEBRIS REGION. Comm No: 1201 O.00 G.M.S. CND. GALVANIZED METAL STUD GROUND T.C. TOILET COMPARTMENT Date. 01/16714 AEw GR. GRADE TEMP. TEMPERED, TEMPERATURE CATEGORY FLOOR OF BUILDINGrawn GYP. GYPSUM T.&G. TONGUE & GROOVE FBC/NOA PRODUCT APPROVALS ALTERNATES Revise Revised: GWB GYPSUM WALLBOARD THK. THICK (NESS) H T.P.D. TOILET PAPER DISPENSER H.B. HBO. HOSE 8186 HARDBOARD T.P.H. TREAT. TOILET PAPER HOLDER TREATMENT LOCATION MAP PLUMBING FIXTURE CALCULATIONS FL$ NOA11 SYSTEM MANUFACTo PEF PRODUCT 1. ADD ALTERNATE: OVERFLOW PARKING LOT 3aa3-R3 -- SINGLE PLY GAF - EVERGJARD H.C. HOLLOW CORE,HANDICRPED T.V. TELEVISION CO 2. ADD ALTERNATE: BUTTERFLY GARDEN TRELLIS AND LANDSCAPING HOW. HARDWARE TYR TYPICAL 6267 ROOFING 50 MIL PVC HDWD. HARDWOOD U 2010 FLORIDA eL LDING CODE - PLUMBING 3. DEDUCTIVE ALTERNATE: PROVIDE FURNITURE IN LIEU OF BUILT IN CIRCULATION K. 3174.1 -- METAL WALL SIDIN CENTRIA - IW-10A HI H.M. HEIGHT HOLLOW METAL DO. U.C. UNDERCUT UNDERCOUNTER CHAPTER 4 FAUCETS AND FIXTURE FITTINGS 72795 STEEL DOOR HOLLOW METAL, INC. HORIZ. HORIZONTAL U.O.N. UNLESS OTHERWISE NOTED - -FIXTURES. __ L H.PT. HIGH POINT UTIL UTILITY LITL - TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES LARGE MISSILE IMPACT HR. H.R. HOUR HANDRAIL V V. VINYL 2192.1. -- METAL COPING METAL -ERA, INC. - ANCHOR TTE H.R.S. HEALTH AND REHABILITA71VE V.B. VINYL BASE - OCCUPANCY: ASSEMBLY A-3 .2 & .4 PERMA TITE SERVICES V.C.T. VINYL COMPOSITION TOTAL NUMBER OF OCCUPANTS: 242 11143.1 -- METAL ROOF EDGE METAL -ERA, INC. EDGE SYSTEM H.S. H.S.V. HEAT STRENGTHENED HEAT SEAMED VINYL VERT. VEST, VERTICAL (LY) VESTIBULE ^^ TOTAL NUMBER OF OCCUPANTS PER GENDER: 121 (PER 403.3) 2524.1 -- SUBSTRATE �GP - DENSGLAS HTG. HNA.C. HEATING HEATING, VENTILATION, & V.LF. V.W.C. VERIFY IN FIELD VINYL WALL COVERING - - REQUIRED WATER CLOSETS: PROPOSED: OCCUPANTS AIR CONDITIONING ION!1PER 1125 MALE: 1 WC & 7 URINALS NOTES: ILC.U. I.D. IN. INTENSIVE CARE UNIT INSIDE DIAMETER INCH (ES) W/ W,B. W,C. WITH WALL BUMPER. WATER CLOSET, WALL COVERING - ... _ ;' ,., ,., 1 PER 65 OCCUPANTS FEMALE: 2 FEMALE: 3 REQUIRED LAVATORIES: PROPOSED LAVATORIES: 1) PRODUCTS, MANUFACTURERS AND MODEL NUMBERS INDICATED ARE "BASIS OF DESIGN' PRODUCTS. ACTUAL PRODUCTS USED IN CONSTRUCTION MAY VARY BASED ON THE BIDDING PROCESS. PRODUCT APPROVALS FOR ACTUAL PRODUCTS TO BE INSTALLED WILL BE SUBMITTED DURING THE SHOP DRAWING INCL. INCLUDE D) (ING) W C / WHEEL CHAIR - 1 PER 200 OCCUPANTS SUBMITTAL PROCESS. INSUL INSULATION WD. W000 ,,,, - - - MALE: 7 MALE: 2 Its. INTERIOR W,H WATER HEATER - FEMALE: 1 FEMALE: 3 2) SEE MANUFACTURERS' N.O.A. APPROVED COMPONENT, FASTENING, AND INV. INVERT (ED) W.I. WROUGHT IRON ' ' - INSTALLATION DETAILS. NOTIFY ARCHITECT OF ANY STRUCTURAL COORDINATION I.P. ISOLATION PANEL W/0 WITHOUT REQUIRED DRINKING FOUNTAINS: PROPOSED DRINKING FOUNTAINS: NEEDED BETWEEN APPROVED MANUFACTURER'S SYSTEMS AND SHOWN I.P.S. I.T. INSIDE PIPE DIAMETER ISOLATION TRANSFORMER W.O. W,P, WHERE OCCURS WATERPROOF (ING)C1KTMOIIR 1 PER 500 OCCUPANTS SUBSTRATES. I.V.T. INTRAVENOUS TRACK W,R. WASTE RECEPTACLE. REQUIRED SERVICE SINKS: 1 PROPOSED SINKS: 1 3.) SEE FRO CHAPTER 25 FOR ADDITIONAL STUCCO REQUIREMENTS AND ,a 2011 HARVARD JOLLY, INC. J WT. WEIGHT � - APPLICATIONS. JAN. JANITOR III WELDED WIRE FABRIC JT. JOINT W.W.M. WELDED WIRE MESH "' {°4"` - FAMILY ASSISTER-USE TOILET ROOM: 1 WATER CLOSET AND LAVATORY PROVIDED USED IN FEMALE 4.) SEE FBC CHAPTER 21 AND STRUCTURAL DRAWINGS FOR MASONRY REQUIREMENTS. Y COUNT PER 403.1.2 ��.� YARD PROJECT NO.: 13-018 PROJECT: ZEPHYRHILLS LIBRARY Z PHYRHILLS PUBLIC LIBRARY SITE CONSTRUCTION PLANS SECTION 1 1 , TOWNSHIP 26 SOUTH, RANGE 2 1 EAST PARCEL I D S 1 1 -26-2 1 -00 1 0-1 3400-00 1 0 5347 BTH STREET ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS, FLORIDA LOCATION MAP vTs Utility Owner Contact Phone Number Utility Type BRIGHT HOUSE NETWORKS - MIKE K1KER 813-862-0522 x 84263 FIBER, CABLE EAST PASCO 863-581-5730 CITY OF BRUCE SELLERS 813-780-0000 x 3567 WATER &SEWER ZEPHYRHILLS 813-714-6313 PROGRESS ENERGY - CUSTOMER SERVICE 800-700-8744 ELECTRIC ST PETERSBURG VERIZON FLORIDA. CABLE / FIBER ! INC. DAVID WYNNS 813-627-8343 PHONE TECO PEOPLES GAS - LUIS CASTELLANO 813-275-3743 GAS TAMPA REVISIONS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PREPARED FOR: CITY OF ZEPHYRHILLS 5335 BTH STREET ZEPHYRHILLS, FL 33542 PREPARED BY: r 1 - MIIr I Pp-Pj E� _ MUNCE I NERR? I NG ., INC. Ir 1725 East 5th &,venue, Tampa, FL 33605 Phone (813) 2` 5-7372 and Fax (813) 902-8782 www.campoerlgineering.com info@campoengineering.com FBPR CERTIFICA-E OF AUTHORIZATION NO.: 26726 SHEETINDEX C-1 COVER SHEET C-2 GENERAL NOTES C-3 EXISTING CONDITIONS, DEMO AND EROSION CONTROL PLAN C-4 OVERALL SITE PLAN C-5 PAVING, GRADING AND DRAINAGE PLAN C-6 UTILITY PLAN C-7 PAVING, GRADING AND DRAINAGE DETAILS C-8 UTILITY DETAILS LAUREN D. CAMPO, P.E. NO. 57421 January 13, 2014 DATE (SEAL) CONSTRUCTION NOTES SAFETY 1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL 2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY THE GOVERNMENTAL AGENCIES WAVING JURISDICTION PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH k SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. 5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. 8. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF 'THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS' SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE CALL AT 811 TO ARRANGE FOR FIELD LOCATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. EXISTING TREE PROTECTION NOTES: 1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND REGULATORY AGENCIES PRIOR TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. 2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, WITHIN THE DRIPUNE OF A TREE REMAINING ON SITE, UNLESS OTHERWISE APPROVED. IT SHALL BE UNLAWFUL TO REMOVE VEGETATION, EXCEPT BY HAND, 13Y GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN ON THE SITE 3. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES. 4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. THIS INFORMATION MUST BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS. CLEARINGMEMOLITION 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE REGULATORY AGENCY OR THE OWNER. 2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTIUZED ON -SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL, PURSUANT TO ALL FEDERAL, STATE, COUNTY, CRY OR OTHER GOVERNMENT AGENCY REQUIREMENTS. OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES. SITE PLAN AND COORDINATE GEOMETRY 1. BOUNDARY SURVEY PREPARED BY LICENSED SURVEYOR. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 5. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE 'AS -BUILT' INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS 'AS -BUILT' INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. GENERAL NOTES 1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION RELATED PERMITS, INCLUDING BUT NOT LIMITED TO: RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC, PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 2. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. 3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 5. WORK PERFORMED UNDER THIS CONTRACT SMALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES At THEIR SUBCONTRACTORS. 6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE REGULATORY AGENCY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT-OF-WAY. 7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING MATERIALS AND CASTING STRUCTURES. B. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE PUNS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF ALL THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CWM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 11. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH REGULATORY AGENCY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 12. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 13. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE LADE FOR THIS WORK. 14. ANY U.S.C. AI G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY THE OWNER'S ENGINEER. PAVING AND GRADING 1. ALL DELETERIOUS SUBSURFACE MATERIAL (LE MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PUNS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2, ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS. 6. REFER TO THE LATEST EDITION OF F.D.O.T. 'ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE PLANS. 7. CONTRACTOR TO PROVIDE A 1/2' TO 1' BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.) 8. ALL PAVEMENT MARKINGS IN RIGHT-OF-WAY AND STOP BARS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING AND ON -SITE PRIVATE PAVEMENT MARKINGS TO BE TRAFFIC GRADE PAINT. 9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON THIS SHEET. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PUNS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID RETESTING. 12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF. IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTfTI ES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CUSS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PUNS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND LOCAL AGENCY STANDARDS UNLESS OTHERWISE SHOWN ON PUNS. 2. PIPE LENGTHS SHOWN ARE APPROXIMATE. 3. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 4. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD. DIRT. DEBRIS. ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. WATER DISTRIBUTION 1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET. 2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 3. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY AGENCY STANDARDS AND SPECIFICATIONS. 4. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER UNITES AS NECESSARY AND PER PIPE SEPARATION REQUIREMENTS NOTED THIS SHEET. 5. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18. ALL ON -SITE PVC WATER MAINS 2' TO 3' SHALL BE CUSS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM 0-2241. WATER MAINS SMALLER THAN 1 1/2' SHALL BE CUSS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1795. 6. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51 MINIMUM CUSS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE PANTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS. MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. 7. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA STANDARD A21.10/C710. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. B. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS, 9. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH LOCAL REGULATORY AGENCY SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND LOCAL INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 10. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER 1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET. 2. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 3. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B. 124-54 C OR 13354 B AS DEFINED IN ASTM D-1784. PVC PIPE AND FITTINGS USED IN THE GRAVITY SYSTEM SHALL BEET THE REQUIREMENTS OF ASTM D3034 SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'. 4. ALL ON SITE DUCTILE IRON PIPE SHALL BE CUSS 52 AND SHALL RECEIVE INTERIOR MID EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8. OR A 21.51. 5. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS, LATEST EDITION THERE OF. 8. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. 7. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. B. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION INSPECTION ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO FINAL ACCEPTANCE. 9. ALL WASTE -WATER LATERALS WILL A MINIMUM OF 36' COVER AT THE RIGHT-OF-WAY LINE. PIPE SEPARATION REQUIREMENTS: FOR THE PURPOSE OF THIS SECTION, THE PHRASE 'WATER MAINS' SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, 0 FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. 1. HOR17ONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY. OR STORM SEWERS WASTEWATER OR STORM WATER FORCE MAINS RECLAIMED WATER PIP INF' AND ON-SFE SEWAGE TREATMENT AND DICPDCAI cYSTsu I A NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III 0 CHAPTER 62-610, FAC. B. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE AT LEAST THREE FEET, AND PREFERABLY TEN FEET,T. BETWEEN THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER WASTEWATER FORCE MAIN OR PIPEUN CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, N F.A.C. THE MINIMUM HORIZONTAL SEPARATION AND OR DISTANCE BETWEEN WATER MAINS D GRAVITY -TYPE SANITARY SEWERS SMALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. D. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 2, VERTICAL SEPARATION BEfW N IRO R •RO IRO WATER MAINS AND SANITARY OR STORM A NEW OR RELOCATED UNDERGROUND WATER MANS CROSSING ANY EXISTIN G OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE WD 50 THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. B. NEW OR RELOCATED, UNDERGROUND WATER AWNS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE AWN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELNE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECWMED WATER REGULATED UNDER PART III OF CHAPTER 62-610. FAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FAC. R I E 3. A NO WATER MAIN SHALL PASS THROUGH, Oft COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. B. EFFECTIVE AUGUST 28, 2003. WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. 4. ANITTARY OR.STORM SEWERS. WASTEWATE NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610. FAC.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52-610, FAC.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, FAC. GENERAL LANDSCAPE NOTES: 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES, BEFORE PERFORMING ANY WORK. ANY CONFLICTS SMALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR RESOLUTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND PROTECTION OF ALL SITE CONDITIONS TO REMAIN FROM DAMAGE DUE TO HIS WORK. IN THE EVENT OF DAMAGE, ALL DAMAGE SHALL BE COMPLETELY REPAIRED TO ITS ORIGINAL CONDITION. ALL COST OF SUCH WORK SHALL RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED DAMAGE OR CUTTING OF EXISTING TREES TO REMAIN ON SITE, DAMAGE MAY BE CAUSED BY OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. DAMAGE ALSO INCLUDES THE COMPACTION OF THE ROOT ZONE BY DRIVING OR PARKING INSIDE THE DRIP-UNE OF TREES OR THE SPILLAGE OF DELETERIOUS CHEMICALS, OILS, DIESEL, ETC. WITHIN THE DRIP-UNE OF TREES. 4. EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE UMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER LOCAL REGULATORY AGENCY REQUIREMENTS. 5. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND/OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORIST'S INSTRUCTIONS. S. ALL LANDSCAPE AREAS AND AROUND EXISTING TREES SHALL BE MULCHED UTILIZING SHREDDED MELALEUCA OR PINE BARK NUGGETS (10OX ORGANIC). MULCH SHALL BE INSTALLED TO A WETTED DEPTH OF 3'. MULCH SHALL BE FREE OF EXTRANEOUS DEBRIS. 7. ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL COMPLY WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS AND PLANT REGULATIONS, AS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY 'GRADES AND STANDARDS FOR NURSERY PUNTS', LATEST EDITION. ALL PLANT MATERIAL SHALL ALSO CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1990). THE MINIMUM GRADE FOR ALL PUNT MATERIALS SHALL BE FLORIDA 01. B. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATER; OVER THE AMOUNT OF WATER SUPPLIED BY THE IRRIGATION SYSTEM, FOR THE ESTABLISHMENT TO ALL NEWLY INSTALLED TREES AND PALMS FOR 90 DAYS, COMMENCING IMMEDIATELY AFTER INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL 9. PLANTING AREAS SHALL BE FREE OF EXTRANEOUS MATERIALS AND CAPABLE OF PERCOLATION PRIOR TO PLANTING AND PREPARED SOIL BACKFILL 10. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND FULL TO THE BASE, PUNTED ON 2' ON CENTER WHEN SHRUBS ARE USED AS A SCREEN FOR VUA. 11. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE LOCAL REGULATORY AGENCY LANDSCAPE CODE. 12. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT MEET INDUSTRY STANDARDS OR PRESENT AN ORDERLY AND WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEMS CAN BE INSTALLED PROPERLY USING STANDARD INDUSTRY PRACTICES. 13. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN HIS FINISHED WORK FROM THE TIME OF INSTALLATION IS COMPLETE TO THE TIME OF FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A i-YEAR WARRANTY ON THE INSTALLED PLANT MATERIAL AND A 90-DAY WARRANTY ON SOD. 14. PLANTING SOIL SHALL BE FERTILE, NATURAL TOPSOIL, TYPICAL TO THE LOCALITY, OBTAINED FROM WELL DRAINED AREAS. IT SHALL BE WITHOUT ADMIXTURE OF SUBSOIL OR CLAYS AND SHALL BE FREE OF STONES, LUMPS, STICKS, PLANTS, ROOTS, TOXIC SUBSTANCES OR OTHER EXTRANEOUS MATTER THAT MAY BE HARMFUL TO PLANT GROWTH OR INTERFERE WITH FUTURE MAINTENANCE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF SOILS AND MAKE THE NECESSARY ADJUSTMENTS OR AMENDMENTS FOR LONG TERM PLANT HEALTH AND VITALITY. 16. SOD SHALL BE OF KIND AND PLACED AS SHOWN ON THE PLANS. SOD SHALL BE WELL MATTED WITH GRAY ROOTS. SOD SHALL BE IN 12'X14' RECTANGLES, HAVING A MINIMUM THICKNESS OF 2', AND SHALL BE FRESH, LIVE AND UNINJURED AT TIME OF PLANTING. SOD SHALL BE CERTIFIED AS FREE OF WEEDS AND OTHER GRASSES, HAVING SUFFICIENT SOIL MAT TO ADHERE FIRMLY TO ROOTS FOR HANDLING. SOD SHALL BE PLANTED WITHIN 72 HOURS OF BEING HARVESTED AND ROLLED IMMEDIATELY AFTER INSTALLATION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL STAKING OF TREES AND PALMS BASED ON SITE CONDITIONS, TO PROVIDE FOR THE STABILITY OF THE TREE AND PALM MATERIALS AND TO PROTECT THE HEALTH AND SAFETY OF THE PUBLIC/PROPERTY. 18. TREE AERATION SYSTEM SHALL MEET THE MINIMUM REQUIREMENTS OF LOCAL GOVERNING AGENCY AND UNDER THE SUPERVISION OF THE CERTIFIED ARBORIST. THE CERTIFIED ARBORIST SHALL ADJUST THE REQUIREMENTS OF THE AERATION SYSTEM IN THE FIELD TO ACCOUNT FOR ACTUAL FIELD CONDITIONS AND THE ROOT SYSTEM OF THE TREE FDOT GENERAL NOTES: ALL WORK PERFORMED WITHIN THE COUNTY/CITY R/W SHALL CONFORM TO: 1. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010 EDITION) (AKA STANDARD SPECS). 2. FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM, 2010 EDITION, (AKA STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. 3. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTERS 2 AND 25. (REVISED 2010) 4. FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION, MARCH 2O08. 5. ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC. THE PERMn7EE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS 'LEAD FREE'. 6. LANE CLOSURE SHALL OCCUR BETWEEN 9:00 P.M. AND 3:30 A.M. UNLESS LANE CLOSURE CALCULATIONS ARE PROVIDED AND APPROVED OR APPROVAL IS GRANTED BY THE DISTRICT PERMIT ENGINEER. 7. THE PERMIT PLANS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. THE PERMITTEE'S ENGINEER OF RECORD (EOR) IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE DESIGN PUNS. THE FOR IS RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IN THE PLANS SUBMITTED FOR PERMITTING. B. CALL FOOT MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. 9. PER FAC RULE CHAPTER 14-96.007(5)(C)8, BEFORE CONSTRUCTION BEGINS, THE APPLICANT OR THE APPLICANT'S CONTRACTOR SHALL DELIVER TO THE DEPARTMENT PROOF OF LIABILITY INSURANCE. 10. THE DEPARTMENT REQUIRES DOCUMENTATION OF SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR EMPLOYEE(S) INSTALLING AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PUN. DOCUMENTATION IS TO BE FURNISHED TO THE DEPARTMENT AT THE PRE -CONSTRUCTION MEETING F EETI C OR BEFORE OCCUPYING THE STATE RIGHT OF WAY. ALL LANE CLOSURES MUST BE APPROVED IN ADVANCE BY FOOT. 11. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSTTE FOR WORK TO BEGIN IN THE FOOT RIGHT OF WAY. 12. ANY SIDEWALK DISTURBED WILL BE REPLACED, BY SECTION, TO FOOT SPECIFICATIONS, 13. ALL PORTIONS OF FDOT RIGHT OF WAY DISTURBED MUST BE SODDED. 14. NEW SIDEWALK PERMITTED TO CITY OR COUNTY ONLY AND SHALL INCORPORATE HANDICAP RAMPS WHERE SIDEWALK INTERSECTS ROADS AND STREETS, 15. IN ACCORDANCE WITH FLORIDA STATUTE 335.1825 (2). THE PERMITTEE, HOWEVER, SHALL BEAR REQUIRED THE COST OF ALTERATION OF ANY CONNECTION WHICH IS REQUIRED BY THE DEPARTMENT DUE TO INCREASED OR ALTERED TRAFFIC FLOWS GENERATED BY CHANGES IN THE FACILITIES OR NATURE OF BUSINESS CONDUCTED AT THE LOCATION SPECIFIED IN THE PERMIT, IF THE DEPARTMENT ESTABLISHES THE NEED FOR SUCH ALTERATION.' 16. ALL CONSTRUCTION AND/OR MAINTENANCE IN THE FOOT R/W SHALL CONFORM TO THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE DEPARTMENT'S ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 17. IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE CLOSING OF ONE OR MORE TRAVEL LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY ROAD OR CITY STREET SYSTEM, FOR A PERIOD OF TIME EXCEEDING TWO HOURS. THE PARTY PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW ENFORCEMENT AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO COMMENCING WORK ON THIS PROJECT. FLORIDA STATUTE 335.15 AND 336.07. 18. OPEN CUTTING OF ROADWAY FOR INSTALLATION OF UTILITY OR DRAINAGE FACILITIES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM FOOT. ANY PROPOSED OPEN CUTS MUST BE CLEARLY NOTED ON THE PLANS AND A SEPARATE LETTER MUST BE OBTAINED. 19. NOTE THAT SIDEWALK SHALL BE CONSTRUCTED PER FOOT INDEX 304 AND 310. DETECTABLE WARNING STRIPS, AKA TRUNCATED DOMES, FOR DISTRICT SEVEN CONSTRUCTION AND MAINTENANCE SHOULD BE EITHER INSET CERAMIC TILES OR THERMOPLASTIC DETECTABLE WARNING STRIPS. THESE WARNING SURFACES SHALL 0 SHALL ONLY BE PROVIDED BY THE FOLLOWING VENDORS/MANUFACTURERS OR AS APPROVED BY THE ENGINEER. 1. INUNE TRUNCATED DOME EZ TILE SUPPLED BY PROFESSIONAL PAVEMENT PRODUCTS 2. TOPMARK SUPPLIED BY FLINT TRADING 3. VANGUARD TRUNCATED DOMES SUPPLIED BY VANGUARD 20. NOTE THAT DRIVEWAYS ARE TO BE CONSTRUCTED PER FDOT INDEX 515. THOUGH INDEX 515 ALLOWS A 2% SLOPE ACROSS SIDEWALKS, CURRENT ADA REQUIREMENTS ARE THAT 2X IS MAXIMUM ALLOWABLE SLOPE AS CONSTRUCTED. PLEASE DESIGN SIDEWALK SLOPES WITHIN FOOT RIGHT OF WAY AT 1.511T TO ALLOW CONSTRUCTION VARIANCES. 21. NOTE THAT TRAFFIC SIGNALS ARE TO REMAIN IN ACTUATION DURING CONSTRUCTION. SC-1 TESTING SCHEDULE NOTE: GOVERNING AGENCY REQUIREMENTS SUPERSEDE THESE REQUIREMENTS. ITEM TEST TESTFREQUENCY EMBANKMENT OPTIMUM MOISTUREIMAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99S7 ONE PER SOO FEET D-fi98-70 NO TOLERANCE ( ) HORIZONTALLY, IN 12 INCH LIFTS UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND 96%OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T'80-57 (ASTM STRUCTURES FROM R.O. W. 01557.70) - MINUS 3% TOLERANCE LINE TO R.O.W. LINE UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND 95% OF MAXIMUM DENSITY AS STRUCTURES OUTSIDE DETERMINED BY AASHTO Ti8O57(ASTM D1557-70)-MINUS 3%TOLERANCE THE R.O.W. STABILIZED SUBGRADE OPTIMUM MOISTUREIMAXIMUM DENSITY PER MATERIAL TYPE MINIMUM a0 LBR ••• PER MATERIAL TYPE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T•OG-57(ASTM '•• D1557-70) - NO TOLERANCE BASE OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOURCE (OTHER THAN SOIL CEMENT) MINIMUM 100 LBR PER SOURCE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO 71 SO-57 (ASTM •'• EACH LIFT 01557-70) - NO TOLERANCE GRADATION, ATTERBURG LIMITS PER SOURCE CONCRETE SLUMP TEST ONE PER SET OF CYLINDERS COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBIC YARDS OR FRACTION THEREOF AIR CONTENT ONE PER SET OF CYLINDERS ASPHALTIC CONCRETE AGGREGATE ANALYSIS ONE PER DESIGN DESIGN MIX ONE PER TYPE BITUMEN CONTENT ONE PER DAY GRADATION STABILITY FLOW ONE PER DAY PROPERTIES OF IN PACE MATERIALS (MARSHALL) ONE PER DAY THICKNESS ••• 95% OF LAB DENSITY ••• • TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE •+ FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM PERFORMED ON UCH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART DENSITY (AASHTO-T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL '25-8.3.2 AS MODIFIED. ROAD CROSSINGS. FIELD DENSTES FOR SANITARY .ONES SHAL_ BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ••• TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL ONE (1) TEST SERIES FOR EACH 12 INCHES OF UFT OVER PIPELINE BETWEEN BE NO LESS THAN ONE (1) TEST PER STREET. MANHOLE. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. U2 a Of` 7 2 a e a E (v ; 8 A AiffiL C I� p C �so6 m'I2 g S C % 5 P e cd EU v u ILLL� Iln r`0� C cW r 2 1 W Z a Z U ga 'a^^ M �5 V/ 4z 9 CC r0, V W ZI Comm. No: 12010.00 Date: 01 / 16/ 14 DIaWR: KLD Revised: 70"1110111'awIR Knam .HIV NQ 1PWCaIPK [GAILY e1M " I/YY IAAU*M (EDIT LAUREN D. CAMPO, P.E. NO. 57421 ' 9) 2014 HARVARD JOLLY, INC. January 13, 2014 DATE (SEAL) C-2 J S EX. 6" TREE TO BE RELOCATED co 3 --c'�_ 1" = 2� _- Ln PROP TREE 7 t. h A v e n u e BARRICADE (TYP.) _ _.. 7 t h A v e n u e EX. ROAD SIGNS SILT FENCE '3(T1?.) m IX. 40A0 SIGN E% ROAD SIGN TO BE TO BE REMOVED TO BE REMOVED Ex. 6" TREE TO REACJUS. -OR S'.DEW.4L,K BE RELOCA7--C / ^ y 1 I Y " (D BE REUSED E% 'REE TO BE T. ANI. ^ b/ REM F / TS %x. SIGNSTO A BE REMOVED EX. ROAD SIGN 'C BE REMOVED { CONTRACTOR TO SAW -CUT - y E%IST:NG PAVEMENT ` r 1 EX. RETAINING WALL IX. SANITARY MAN LE '0 TO BE REMOVED I J REMAI4 AND 3E PRES"RVD T_ TB DURING CONSTRUCTION To 3 MO P'EREG RJ ti �Y i TO DEL Sh_J. I ` Ex. 5" TREE TO EX 6" TREE TO» "•—�,—�—,—„—�—SS,. °•— _.___ BE RELOCATED EX. LIFT STATION '0 REMAIN j1�N DBE _[ BE RELOCATED PROTECTED DURING CON$TRL1CL76I➢I C91 _ EX. GATE VALVE. CABLE BOX: AND- 1 y ELECTRIC TRANSFORMER TO EX B' Ta -S 70 li J REMAIN AND BE PROTECTED 3= RE OC1E5 EX 6" FREE TO a DURING CONSTRUCTION BE RELOCATED @E DEMOLSHED E% g�iI&AIMED ATEqq I A<SIT' & ETER BOX TO BE RELOCATED D. WA ER V .ER & P C,4VEC " EX. SIGNS TO - WATE A55 V " ' - - BE REMOVED - EX. POWER POLE {/j I EX. BOLLARDS TO BE RELOCATED 1 EX. FIRE-YDRANT TO BE REMOVED IX� X TCABO BE T TO BE RELOCATED 6Y -I BOX TO BE - CITY 0- ZEPHYRHILLS EX. TRANSFORMER TO RELOCATED - -`t8 R<'MAN AND BE PROTECTED % V TREES TO _ DURING CONSTRUCTION EX., TELEPHONE `� /� BE RELOCATED I `` E% 3/4' WATER METER EOUIPMENT`TED ✓ k ; THAT SERVES E;REMOG EX POWER POLE TO "TfJ BE RELOCATED Ex. POWER LIBRARY TO BE REMOVED REMAIN AND BE PROTECTED POLE TO - DUR. NG CONSTRUCTION EX. 8" 'RES TO 81 - _ REMOVED 9 P >✓` - 1 tl{ EX.. PARKING BE RELOCAT_C } BE REVCV-D �TB EX, ROAD SIGN T BE REMOVED AND - CONTRACTOR 70 SAW-CUTI ELECTRIC PULL BOX- EXIS'ING PAVEMENTiLcam[ CO BE RELOCATED I� ( EX CONCRETE DRIVE-THRU AND APRON TO REMAIN AND BE PROTECTED DURING CONSTRUCTION y I l 1 TREE BARRICADE DETAIL DROP INLET WITH GRATE 6 t h ❑ ❑ ....-:::. 6 t h A v e n U e STRAW BALES \\\ STAKED WITH 2 STAKES PER BALE LEGEND '.P, IR - IRON PIPE, IRON ROD rp CEDAR TREE CM =CONCRETE MONUMENT - OAK TREE F - FIELD DERIVED MEASUREMENT = HICKORY TREE P = MEASUREMENT PER PLAT D = MEASUREMENT PER DESCRIPTION '� = LIGHT POLE Z = PROPERTY LINE, CENTERLINE ©S = SANITARY MANHOLE R/W = RIGHT OF WAY p?(= PALM TREE O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) 0* = TREE (UNNKOWN VARIETY) ®= FOUND IP (SIZE & REGISTRATION 00 = CAMPHOR TREE NUMBER AS NOTED) "D.C. Ei = ELECTRIC TRANSFORMER • = SET 5/B' IR JOHNSON LB 4514" ❑ - FOUND CM (SIZE & REGISTRATION TC = TRAFFIC CONTROL BOX NUMBER AS NOTED) ■ = SET 4"X4" CM 'LB 4514" = BOLLARD JY = METER POLE = POWER POLE ® AIR RELEASE VALVE ®= CABLE TELEVISION BOX /1h = CHERRY TREE = STORM MANHOLE r CITRUS TREE RS ROAD SIGN Q = SPRINKLER CONTROL BOX R = W = WATER LINE - YM ❑ -WATER METER VERTICAL CONTROL BENCHMARK = GUY WIRE TELEPHONE EQUIPMENT BOX PB ELECTRIC PULL BOX JER = ELECTRIC BOX •� ORNAMENTAL TREE Q = FIRE HYDRANT — = OVERHEAD ELECTRIC WIRE CV - GATE VALVE a = EXISTING ASPHALT PROPERTY LINE EX. BUILDING TO REMAIN EC PROPOSED SILT FENCE EX. BUILDING TO BE TB PROPOSED TREE BARRICADE - — - DEMOLISHED X IX. TREE TO BE REMOVED EX. ASPHALT/CONCRETE/ PAVERS TO E REMOVED LEGAL DESCRIPTION DESCRIPTION: PARCEL A (PREPARED PER THIS SURVEY) ALL OF BLOCK 134, INCLUSIVE OF LOTS 1 THROUGH 24 AND ALLEY, TOWN OF ZEPHYRHILLS, AS PER THE MAP OF PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DESCRIPTION: PARCEL B (PER OFFICIAL RECORDS BOOK 4182, PAGE 867, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA) LOTS 21, 22. 23 AND 24, BLOCK 135, TOWN OF ZEPHYRHILLS, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DEMOLITION NOTES 1. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, COMMUNICATION, CABLE TV, SANITARY AND STORM SEWER BOTH ON AND ADJACENT TO THE SITE 2. CONTRACTOR TO REMOVE ALL IMPROVEMENTS WITHIN THE UMITS OF CONSTRUCTION EXCEPT AS NOTED. 3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY OWNERS TO DISCONNECT/RELOCATE THEIR FACILITIES WITHIN THE UMTTS OF CONSTRUCTION PRIOR TO ANY DEMOLITION. 4. SITE SPECIFIC EROSION AND SEDIMENT CONTROL SILT FENCE TO BE PLACED AROUND THE PERIPHERY OF THE SITE PRIOR TO THE COMMENCEMENT OF CONS IRUCTION/DEMOLITION. 5. FUGITIVE DUST EMISSIONS DURING DEMOLITION SHALL BE MAINTAINED TO AN ACCEPTABLE LEVEL BY CONTRACTOR, IN ACCORDANCE WITH THE CONSTRUCTION NOTES AND TESTING SCHEDULE, SHEET C-2 6. REMOVE OR CAP ALL UTILITIES TO EXISTING STRUCTURES WHICH ARE TO BE REMOVED. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS PRIOR TO MAKING ANY UTILITY ADJUSTMENTS. 7, CONTRACTOR TO DEMOLISH REMOVE AND DISPOSE OF P ALL ASPHALT, CONCRETE, SIDEWALKS, CURBING, BUILDINGS AND BUILDING FOUNDATIONS WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL REGULATIONS. B. CONTRACTOR TO PROTECT PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION 9. DURING LAND ALTERATION AND CONSTRUCTION ACTMTIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY CITY OF ZEPHYRHILLS. EROSION / TURBIDITY CONTROL NOTES . THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER STTUAMONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION/TURBRDITY CONTROL MEASURES IF CONDITIONS WARRANT. 3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MELTS STATE WATER QUALITY STANDARDS. 4- THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIOBLE�rRl T NT OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE, CLEARING AND GRUBBING WILL BE 50 SCHEDULED AND 3PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 5. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE STABIUZED. S. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY FIELD CONDITIONS. 7. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, E)(CESSVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-STTE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. B. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 9. ALL EXISTING SIDEWALK CRACKED OR DAMAGED SHALL BE REPLACED. 2D' 2' STAKED SILT FENCE OPTIONAL POST F IPOSITION (VERTICAL) NDEXTN0.10211 PRINCIPLE POST POSITION (CANTED 20- TOWARD FLOW) FILTER FABRIC EXISTING GRADE SILT FLOW TOE OF PROPOSED GRADE POST (OPTIONS 2'X4' B' MAX. OR 2.5' MIN. DIA. WOOD; FILTER FABRIC IN" STEEL 1.33 LES./FT. MIN.) SEC 9BS-AN-E FDOT SPEC.) SURVEYOR'S NOTES (BY D.C. JOHNSON & ASSOCIATES, INC.) STRAW°BALE COMPACTED SOIL 1. USE OF OF THIS SURVEY FOR PURPOSES OTHER THAN INTENDED, WIHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE TO PREVENT PIPING RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO EXISTING GRADE ANYONE OTHER THAN THOSE CERTIFIED TO. _ 2. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE; THEREFORE THE UNDERSIGNED MAKES NO GUARANTEES OR FILTERED REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, RUNOFF WATER WATER "0 AGREEMENTS, RESERVATIONS, OR OTHER SIMILAR MATTERS. WITH SEDIMENT ., li 3. NO UNDERGROUND INSTALLATIONS, IMPROVEMENTS OR ENCROACHMENTS, HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON. 4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT-OF-WAYS AND/OR OWNERSHIP WERE FURNISHED TO THE UNDERSIGNED EXCEPT AS SHOWN. ; 5. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED BEARING OF N.54'36'01'E., FOR THE NORTH BOUNDARY OF BLOCK ` SILT FENCE DETAIL 134, TOWN OF ZEPHYRHILLS, AS PER THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ^` F 6. ELEVATIONS SHOWN HEREON ARE BED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV088), NATIONAL GEODETIC _ e " SURVEY BENCHMARKS 'B 663' AND 'A 663' LOCATED ON U.S. HIGHWAY NO. 301 IN ZEPHYRHILLS, FLORIDA. 'B 663' PUBLISHED ELEVATION - 88.38' (NAVD88). 'A 663' PUBLISHED ELEVATION - B3.76' (NAVD88). 7. SUBJECT PROPERTY MAY CONTAIN LANDS THAT ARE SUBJECT TO JURISDICTION OR RESTRICTION BY ONE OR MORE OF THE OWNER LAUREN D. CAMPO, P.E. NO. 57421 FOLLOWING AGENCIES; ARMY CORP. OF ENGINEERS. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (S.W.F.W.M.D.) OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.EP.). 8. 9. THTREES SURVEYOR WAS SHOWN UNABLE TOREON OBTAINRE LIMITED TO 5-INCH A RECORDED DESCRIPTION FOR PARCEL AAND . IT IS RECOMMENDED THAT A TITLE SEARCH January 15, 2014 BE PERFORMED TO DETERMINE OWNERSHIP. HAY BALE DETAIL DATE DATE (SEAL) OZ og z0 E0 Q O 6z 00 C� yw W X Q W Z Q /a: LML• J V Z En O Q „leg J F- LL CC O c U Z�Z N Z U Comm. No: 12010.00 Date 01/16/14 Dawn: KLD R-Is d m rla otn a w Iooemr, Trc a�w Aro rwrwTlora wIIP,r xm ra MNru� rAUXw awn C 2014 HARVARD JOLLY, INC. C-3 m (D J T 2C n.7 Sccle 1" - 20 - 00 Z 12' WHITE SPECIAL EMPwlSIS CROSSWALK MARKINGS O 3' O.C. U) CONTRACTOR TO USE PROPOSED 5' CONCRETE PROPOSED 5' CONCRETE CAUTION WITHIN ROOT ZONE SIDEWALK TO CON '0 7 t h A V e n U ePROPOSED ADA 7 t h A V e n U e SIDEWALK (ALTERNATE MATERIAL OF Ex�STING 32" TREE -- EXISTING DECORATIVE "RUNCATED DOMES - DECORATIVE PAVERS) PAVER SIDEWALK I . - c CD J 1 C •►-t° ��c—,„mac - � � -..� - - � � T9 - - - - - - - - 8i�` _ Hl I I 'I a I 12' WHITE SPECIAL EMPHASIS ` CROSSWALK ! MARKINGS 4"i PROPOSED _IBRARY8,177 SF _IDiII P F.F. EL.: = 89.6 ! P r 1\ PROPOSED PATH:EABLE �� I MATERIAL TB I P TO BE DETERMINED P _ 3 o Im 1 / B) 91 i PARKING SPACE I_6 STRIPING 4' -. PROPOSED WHITE PAINT (TYPY`.. MECHANICAL J EQUIPMENT 8'PAD WITH }lR.l.SEO 5 tY ,HIGH ,-T„ CN0. U '' • ' '" °,'a I I I I _ • S FENCE DEWALK TO - - -_- -�� N CONNECT TO �... �. ''-I• N I EXISTING 1 t y DEGQPATNE PAVER 05 SIDEWALK 9 81 RELOCATED � ,. JI � •,/ � 'PrNHL STOP 15" �� 12' I1 L 9• �r POWER POLE(TYF.) _. I HANDICAPPED PARKING SPACESTRIPNG ti .WHITE DIRECTIONAL ! wI 4 w rE PAIN ( P.) ARRows (r P.) SIGNING AND > a to MARKINGS Pa 2' STEP BAR V • Bae TYPE I r: CURB (TYP.) r I 00 / I iR�rt � II J � I 7�1 ! I � I 1D O) I ! 6 It h A v e n u e 6 t h A v e n u e NOTES. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, INCLUDING. BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PRS, OR HISTORIC BUILDING FOUNDATION ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP AND THE FLORIDA DEPARTMENT OF HISTORIC RESOURCES (STATE HISTORIC PRESERVATION OFFICER) AND PASCO COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON THE SITE. LEGEND IP, IR = IRON PIPE, IRON ROD 02 = CEDAR TREE CM = CONCRETE MONUMENT /o = OAK TREE {{F = FIELD DERIVED MEASUREMENT 920, =HICKORY TREE (P = MEASUREMENT PER PLAT (D - MEASUREMENT PER DESCRIPTION ¢ = LIGHT POLE F R. = PROPERTY LINE, CENTERLINE ® = SANITARY MANHOLE R/W = RIGHT OF WAY 6% = PALM TREE 0 = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) - TREE (UNNKOWN VARIETY) ®= FOUND IP (SIZE & REGISTRATION = CAMPHOR TREE NUMBER AS NOTED) 0 =ELECTRIC TRANSFORMER • = SET 5/8' IR JOHNSON L4514' Tc ❑ = TRAFFIC CONTROL BOX ❑ = FOUND CM (SIZEIZE &REGISTRATION NUMBER AS NOTED) ® BOLLARD ■ = SET 4" :4" CM "LB 4514" 1, = METER POLE = POWER POLE ® = AIR RELEASE VALVE LB CABLE TELEVISION BOX Ah = CHERRY TREE STORM MANHOLE CA = CITRUS TREE ® = SPRINKLER CONTROL BOX RS = ROAD SIGN W = WATER LINE _ MM ❑ WATER METER = VERTICAL CONTROL BENCHMARK = GUY WIRE TELEPHONE EQUIPMENT BOX P8 = ELECTRIC PULL BOX Tm� LJ - ELECTRIC BOX = ORNAMENTAL TREE Q = FIRE HYDRANT — = OVERHEAD ELECTRIC WIRE CV GATE VALVE = EXISTING ASPHALT PROPERTY LINE PROPOSED ASPHALT EC PROPOSED SILT FENCE PAVEMENT TB PROPOSED TREE BARRICADE PROPOSED CONCRETE SIDEWALK EXISTING BUILDING PROPOSED PERVIOUS WALKWAY PROPOSED BUILDING PROPOSED PAVERS (S) T 'STOP" SIGN 'DO NOT ENTER' SIGN SITE DATA TABLE ZONING: TCBD-H LAND USE: MUNICIPAL PARCEL ID: 11-26-21-0010-13400-0010 ADDRESS: 5335 8TH STREET ZEPHYRHILLS, FL 33542 JURISDICTION: CITY OF ZEPHYRHILLS PARCEL AREA: 1.49 AC (65,0DO SF) REQUIRED SETBACKS (•): FRONT: UP TO SIDEWALK SIDE: UP TO SIDEWALK REAR: UP TO SIDEWALK MAX. BUILDING HEIGHT (•): 35' OR 2 STORIES FAR: 0.13 [MAX. - 0.5 (•)] (•) ALL STANDARDS SUBJECT TO MODIFICATION FOR CONSISTENCY WITH HISTORIC PRESERVATION STANDARDS AND REQUIREMENTS OF A 'CEROFICATE OF APPROPRIATENESS'. EXISTING BUILDING AREA: 4.193 SF PROPOSED BUILDING AREA: 8,177 SF REQUIRED PARKING: EXISTING CITY HALL: 1 SPACE PER 2DO SF GROSS FLOOR AREA 13,497 SF / 20C 68 SPACES PROPOSED LIBRARY: 1 SPACE PER 2DO SF GROSS FLOOR AREA 8, 177 SF / 200 - 41 SPACES TOTAL REQUIRED PARKING - 109 SPACES (5 H/C) PROVIDED PARKING: 54 SPACES (EXISTING, ON -SITE) 11 SPACES (EXISTING, OFF-SFTE) 16 SPACES (PROPOSED) TOTAL PROVIDED PARKING - 81 SPACES (3 H/C) --> DEFICIT OF 26 SPACES FLOOD ZONE. X PER FIRM 120235 OD05 C DATED 12/17/1991 IMPERVIOUS AREA CALCULATIONS: PROPOSED BUILDING B 177 SF ry 0 19 AC c g � cdmP aa'nr° � � f 3 m E a E IiLL i 5 W' IG I [ Z g J 9 O ncuni lcurn BUILDING: -a 193 SF 616 AC NET ADDITIONAL BUILDING AREA: 3,984 SF - 0.09 AC PROPOSED ASPHALT/CONC:AI 33,014 SF - 00.76 AC DEMO ISHEO KSTINGAS,T/ .ON "849 SF v 8 - A NET TOTAL ASPHALT/CONC: -2.835 SF - 0.08 AC NET INCREASE IN IMPERVIOUS AREA 1,149 SF ^• 0.03 AC TOTAL PROJECT AREA: 50,933 SF N 1.17 AC } M Q M W J V Z J 0 H GENERAL NOTES 1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF ZEPHYRHILLS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS AND FIRE CODES ? w 0 LL a AT THE TIME OF PERMTTTING. � a: 0 2. SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. J [y 3. BUFFERING AND SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF ZEPHYRHILLS LAND DEVELOPMENT J co 4. TRAFFIC SIGNAGE SHALL BE PER CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. O U S. OPERATION AND MAINTENANCE OF THE SIORMWATER AREAS PERFORMED BY THE PRIVATE OWNER. U 6. SITE ACCESS HAS BEEN DESIGNED FOR EMERGENCY AND PARATRANSIT VEHICLES. 7. SOLID WASTE COLLECTION SHALL BE BY DUMPSTER PICK-UP AS SHOWN. i B. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN THE PROJECT BOUNDARIES. I', W W 03 0LO z N V 9. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 1 V 10. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE ENTITY AND ALL ROADS SHALL BE PRIVATE. 11. ALL PARKING LOT STRIPING TO BE TRAFFIC PAINT & STOP BARS ARE THERMOPLASTIC. �omm. No: 1 201 0.00 gate: 01 / 16/ 14 Drawn: KLD Revised ro M ear a w MKMIIDOC 1RD I�INp WID 54IIGTKAIS CdI•Lr �LIN TE uNYMI dllfllN CDD6 C 2014 HARVARD JOLLY, INC. January 15, 2014 DATE (SEAL) C-4 7 t h A v e n u e ,..... S a ... a .. . SW -'\ 0, CLEAN -DUI LOP EL 86.50 �- INV EL 84.42 -53 LF 8' PVC • 100R (MIN) EXISTING POND CONSTRUCTED WITH' / Ij APPROVED SWFWMD ERP 46033112.OQ0. - 8" MES CID CONTROL STRUCTURE 8" MES 5-1 (MODIFIED TYPE INV EL k 84.43 '.:.. "C INLET). SEE DETAIL ` ON SHEEP C-7 54 LF B" PVC ®LOUR (MIN) CLEAN-OU TOP EL - -"' 92 LF 15" INV EL = RCP • 0.22% J TRANSITION TYPE CURB TO., MATCH EXISTING GRADE « y III NS„G � g 1 : CONTRACTOR TO TRANSITION B 0 -. TYPE "C' GRATE, INLET I �.. TYPE 'F' CURB TO MATCH s�7�I�E EXISTING GRADE DOWN .;- EL - a480 IE = 8200 '�F T9 /,.. /°' _. ��� gyp, 6Ty9 Y' LEGEND W IP, IR = IRON PIPE, IRON ROD 90 = CEDAR TREE _ CM = CONCRETE MONUMENT ( = FIELD DERIVED MEASUREMENT 90 = OAK TREE : J e m ( = MEASUREMENT PER PLAT D - MEASUREMENT PER DESCRIPTION It It = PROPERTY LINE, CENTERLINE rA A=HICKORY TREE Y = LIGHT POLE ®=SANITARY MANHOLE J 0 20 40 60 R/W = RIGHT OF WAY O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) = PALM TREE = TREE (UNNKOWN VARIETY) O d g ®= FOUND IP (SIZE & REGISTRATION 41 = CAMPHOR TREE M ScCle "I = 20 f2 NUMBER AS NOTED) • = SET 5/8" IR "D.C. JOHNSON LB 4514" ID= FOUND CM & REGISTRATION Ei = ELECTRIC TRANSFORMER ❑ _ TRAFFIC CONTROL BOX ©- r l O V (SIZE NUMBER AS NOTED) • = BOLLARD - ■ = SET 4".4" CM "LB 4514" /� -POWER POLE = METER POLE AR = AIR RELEASE VALVE Q y uj _. _.. CB = CABLE TELEVISION BOX OIL = CHERRY TREE YA - CITRUS TREE a SQ = STORM MANHOLE - ✓ RS = ROAD SIGN SC = SPRINKLER CONTROL BOX �L y W = WATER LINE O CID® = WATER METER = VERTICAL CONTROL BENCHMARK �- Q z N - =GUY WIRE I- .. gTELEPHONE EQUIPMENT BOX PB =ELECTRIC PULL BOX = ELECTRIC BOX f = ORNAMENTAL TREE = FIRE HYDRANT - = OVERHEAD ELECTRIC WIRE f�L U i GV = GTE VALVE O = EXISTING ASPHALT Y w PROPERTY LANE -RD - PROPOSED ROOF DRAIN Q Z EC PROPOSED SILT FENCE STM PROPOSED STORM PIPE Q Q TB PROPOSED TREE BARRICADE STORM STRUCTURE OR .� t h A V e 11 U @ _._ P.1 PIPE NUMBER e �lL EXISTING BUILDING -��`. FLOW ARROW ROOF LEADER • 97 LF 8^..WC OYP) ®1.DDX (MN) a� 1 PAVEMENT SLOPE a O PROPOSED BUILDING rn S r CD v 0.0� PROPOSED SPOT GRADE E U� 0 W O CLEAN=OUT 1 .,,y PROPOSED ASPHALT ..^ TOP EL - B9.00 J T1 PAVEMENT A T . , . INV EL - 85.33, \ TB CD q CROSS SECTION NAME PROPOSED CONCRETE m Ei > a `o @ m O t z -u -- p C-5 CROSS SECTION P g O SIDEWALK SHEET LOCATION 44 c (9 P. = O PROPOSED 4' ( \ / (S) T 'STOP" SIGN t1 it i u O a' Wn HE o ROOF DRAIN I \� T8 PROPOSED PERVIOUS WALKWAY (D) r 'DO NOT ENTER' SIGN VECTION O 1.:00%. : ITN). SEE ARCH )RAWINGB FOR JONTINLA'ION. '- ( GENERAL NOTES z 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WIN PASCO COUNTY Q Z PROPOSED LIBRARY g8 G I STANDARDS, AND DOT SPECIFICATIONS, LATEST EDITIONS. Q M�` ��A J 8,177 SF aR � I 2. GRASS AND MULCH, OR SOLD SOD, ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED B1' CONSTRUCTION. J F.F. EL.: 89.6 1LF' 9�' 3. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO PUBLIC RIGHT- OF -WAY WITH UnUTY = 0 _ I COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY ONES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED, CONTRACTOR ONTRA TREES. CONTACT THE ENGINEER AND/OR THE OWNER PRIOR TO ANY CONSTRUCTION THAT MAY 1DAMAGE 5. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION 55 LF 8' PVC 0'1.00R (MIN) : CB ( -- FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. PROPOSED 4' ROOF DRAIN ROOF LEADER LEADER T I• 6. ROOF DRAINAGE TO BE DIRECTED FROM ROOF TO RETENTION POND VIA DOWNSPOUTS. Q CONNECTION • 1.00% (MIN). SEE ARCH DRAWINGS FOR 7. ALL FINISH FLOOR ELEVATIONS (FIFE) ARE MINIMUMS. .CONTINUATION '` i `:-- CLEAN^OUT ,6g 9 B. SLOPE PERIMETER GRADE TO MATCH EXISTING GRADE AT 4:1 MAXIMUM. TOP EL 89.5 1 8955;.. 9 I INV EL B5.B3 d ..... .- _ (: 9. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, l - WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE SODDING, PLUGGING, SPRIGGING OR SEEDING IS - C, ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5:1 VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE 8Y I s". SPECIFIED. # $ 95 TRANSITION, 10. SITE IS LOCATED IN ZONE X PER FIRM PANEL NUMBER 120235 0005 C, DATED 12/17/1991. NO BASE FLOOD \1 _off TYPE 0 / F" r^ CURB TO BE: ELEVATED DETERMINED. - FLUSH WTH eiii - 11. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM 'ADA' STANDARDS. SIDEWALK 6 t h A v e In u e • 6 t h A v e Inu e NOTES: QONTRACTQR $HALT, REMOVE ALL EXISTING WE, SUB -BASE MATERIAL & CONSTRUCTION DEBRIS FROM PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSOIL AS 'REQUIRED'FOR PROPOSED LANDSCAPING. LANDSCAPE AREAS THAT CONTAIN EXISTING BASE.& SUB -BASE.. ARE TO BE DUG OUT TO 2' DEPTH & BACK -FILLED WITH CLEAN SOIL. ' TP T sw Gr w XMOKIM w revs AI• lcJloNl0ls carer wIH: -. M YNYW •l�11tl fdCR LAUREN D. CAMPO, P.E. NO. 57421 © 2014 HARVARD JOLLY, INC. January 15, 2014 DATE (SEAL) C-5 LEGEND US CD CD 7 t h A v e n u e I C 20 4C 60 Scale 'I " 20 00 (n 7 t h A v e In u e I I CBS Cep I PROPOSED LIBRARY 8,177 SF F.F. EL.: = 89.6 CLEAN -OUT TOP EL - &89.00 PROPOSED SANITARY INV. EL = 80.92 SERVICE CONNECTION. SEE 191 B1� PLUMBING DRAWINGS FORD\ --\ CONNECTION .0 BUILDING. INV EL - 81.00 64 LF 4" PVC SAh ® 2.S1x cl B clB EX. SANITARY MANHOLE �� B = 4' PVC SAN 0 1.00% (MIN) TOP EL = 85.10 � I EX. INV INV EEL( (N) - 77.54 PROPOSED WATER SERVICE CONNECTION. SEE p PROP. INV EL (NE) = 79.44 PLUMBING DRAWINGS FOR - CONNECTION TO BUILDING. / 91 t dl r 4 � 1 RELOCATED ZB /,/ / _\ FIRE HYDRANT I a1 �# E%. FIRE HYDRANT 2" PVC / 70 BE RELOCATED _ WATER _ NE EX. RECLAIMED WATER �-) ASSEMBLY/METER BOX --� '..! '• �� WATER METERS - - ... TO BE RELOCATED -.- 41 CONTRACTOR TO UNCOVER EXISINC EXISTING 3/4" \ WATERUNE IN VICINITY OF EXIST NG I WATER METER TO I CONTRACTOR SHALL CORE t' WATER METER. 1' WATER M E= 3E REMOVED I RELOCATED RECLAIMED I EXISTING MANHOLE AND TO BE REMOVED. NEW t /2' WATER AS<EMBL"/METER RECONSTRUCT BENCH FOR METER TO BE INS'A'i-ED AT NEW TB BOX TO BE RELOCATED NEW SEWER FLOW. LOCATION (+/- 50 LF 2" PVC). is 00 `TB � I cn CD ) I S I I I I I CD I I 6 t h A v e In u e 6 t h A v e Inu e iP, ',R = IRON PIPE, IRON ROD t - CEDAR TREE W CM - CONCRETE MONUMENT = OAK TREE (F) = FlELD DERIVED MEASUREMENT HICKORY TREE P - MEASUREMENT PER PLAT D) MEASUREMENT PER DESCRIPTION LIGHT POLE r• IC Q. =PR OPERTY LINE, CENTERLINE J < Q =SANITARY MANHOLE R/W =RIGHT OF WAY WX = PALM TREE o O = FOUND IF(SIZE & REGISTRATION NUMBER AS NOTED) = TREE (UNNKOWN VARIETY) O ®= FOUND IP (SIZE & REGISTRATION 610 = CAMPHOR TREE NUMBER AS NOTED) = ELECTRIC TRANSFORMER 'D.C. _ • = SET 5/8' IR JOHNSON LB 4514E TC = ❑ = FOUND CM (SIZE & REGISTRATION TRAFFIC CONTROL BOX Cal U C - NUMBER AS NOTED) BOLLARD • a ■ SET 4"x4" CM 'LB 4514" JY METER POLE X = POWER POLE AR = AIR RELEASE VALVE Q w u a = CABLE TELEVISION BOX I1 = CHERRY TREE p = STORM MANHOLE r& CITRUS TREE ERS 0 = SPRINKLER CONTROL BOX ✓ = ROAD SIGN W = WATER LINE - WATER METER - VERTICAL CONTROL BENCHMARK Q S = CLAY WIRE PB = ELECTRIC PULL BOX EQUIPMENT BOX ❑ E�TELEPHONE B - ELECTRIC BOX ORNAMENTAL TREE ' c - FIRE HYDRANT - = OVERHEAD ELECTRIC WIRE G❑V - GATE VALVE = EXISTING ASPHALT ✓ U �L c - I u PROPERTY LINE PROPOSED ASPHALT _ EC PAVEMENT PROPOSED SILT FENCE T i T9 PROPOSED TREE BARRICADE PROPOSED CONCRETE SIDEWALK r PROPOSED WATER MAIN � PROPOSED SEWER MAIN PROPOSED PERVIOUS WALKWAY EXISTING BUILDING Oj UTILffY CROSSING NUMBER _ PROPOSED BUILDING EQ C 0 e� a m '' PB o m '��� ,8= GENERAL NOTES LL 22a 9 ` I. PER NFPA-1, 18.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEW SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. 2. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE CTIY OF ZEPHYRHILLS CODE OF ORDINANCES, FIRE PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS. 3. ALL PROJECTS MUST COMPLY WITH CRY OF ZEPHYRHILLS FIRE HYDRANT ORDINANCES. 4. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSDBLES. z QJ 5. PER NFPA-I. Ia. 3.4.1 .: CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE CL HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES. y 6. FIRE HYDRANTS SHALL BE FLOW -TESTED AND COLOR -CODED BASED ON FLOW RESULTS. CL 7. CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS: • 2ONLY - THIS EXCAVATED TRENCH MUST BE DRY OR THE TRENCH WILL REQUIRE ROCK AND A PUMP TO BE IN PLACE. THE MINIMUM DISTANCE FROM THE FACE OF THE VALVE TO THE WALL OF THE TRENCH IS TO BE SIX FEET. • 3' AND URGER - THE CONTRACTOR WILL SUPPLY A TAPPING SADDLE BEING EPDXY COATED, A TAPPING VALVE WITH MECHANICAL JOINT AND THE EQUIPMENT TO PROVIDE AND CONDUCT A PRESSURE TEST. COUNTY PERSONNEL WILL WITNESS THE PRESSURE TEST WHICH MUST BE A 150 PSI FOR DURATION OF THIRTY MINUTES. • THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION BEFORE ANY COUNTY PERSONNEL WILL ENTER AN EXCAVATED AREA IF THE TRENCH IS FOUR FEET IN DEPTH OR DEEPER, IT WILL REQUIRE A TRENCH BOX OR SLOPING, AND A LADDER ACCORDING TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. • THE TAPPING VALVE WILL REQUIRE A BLOCKING DEVICE MADE OF SUITABLE MATERIAL OR DEVICE. THIS BLOCKING DEVICE OR MATERIAL WILL BE PLACED UNDER THE VALVE AND REMAIN IN PUCE UNTIL THE TAP MACHINE IS REMOVED AND THE TAP IS COMPLETED. CITY OF ZEPHYRHILLS NOTES 1. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER FACILMES SPECIFICATIONS, LATEST EDITION. 2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED 9Y THE CITY OF ZEPHYRHILLS. 3. CONTRACTOR SHALL REPAIR ANY IRRIGATION LINES BROKEN DURING CONSTRUCTION. EXISTING UTILITY LOCATION NOTES 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXETENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE THESE DRAWINGS. THE STTE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS. M} ILL Q UTILITY CROSSINGS 1O 6' STORM: O 4' SANITARY SEWER: TOP i - TOP - 80.55 INV EL- INV EL= 80.31 2' WATER MAIN: B.STORM: INV EL - INV EL SEPARATION - t SEPARATION J ELECTRICAL SERVICE NOTE: U G 1. PLEASE NOTE THAT PLACEMENT OF ELECTRICAL POWER LINES WILL BE COORDINATED AND HANDLED BY THE POWER COMPANY. ILL �Pgz J Z Q = O � F �U } W W p NZ U Comm. NO: 12010.00 Date: 01 / 1 6/ 14 Drawn: KLD Revised LAUREN D. CAMPO, P.E. NO. 57421 02014 HARVARD JOLLY. INC. January 13, 2014 DATE (SEAL) C-6 T B Y TYPE A 2' 05 BARS MIN. 0 1 03 BAR TYPICAL NOTES, 1. CONCRETE TO BE 4,000 P.S.I. 2WHEEL STOPS TO BE SECURED TO PAVEMENT WITH TWO I8' NO. 95 BARS 3. RECYCLED PLASTIC WHEEL STOPS NAY BE USED IN LIEU OF CONCRETE. 4, DIMENSIONS OF WHEEL STOPS MAY ➢IFFER FROM THE ABOVE SPECIFICATIONS IF APPROVED BY ENGINEER. WHEEL STOP DETAIL NTS 5' � CONCRETE +p, " ,, • . 12' _ SUB GRADE I - CONCRETE 5' THICK REINFORCED PORTAND CEMENT WIIM 4,000 PSI, 28 DAY COMPRESSIVE STRENGTH. (8' TO BE USED IN MODERATE TO HEAVY DUTY APPUCAMONS) REINFORCED PORTL ND CEMENT CONCRETE SMALL BE 4000 PS, 25 DAY COMPRESSIVE STRENGTH, REINFORCED WITH FIBER MESH AT 1.5 LBS PER CUBIC YARD OF CONCRETE SUB -GRADE 12• SUBGRADE WITH A MINIMUM LBR OF 40 AND COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) TYPICAL CONCRETE PAVEMENT SECTION DETAIL (') MS (+) VERIFIED BY GEOTECHNICAL ENGINEER, AREHNA ENGINEERING, INC, REPORT DATED JUNE 20, 2013 EX. SURFACE SAW CUT & MATCH EX, 12" MIN. PROP. SURFACE PROP. BASE EX. BASE TIE-IN OF PROPOSED PAVEMENT TO EXISTING NTS 1.5' TYPE SP-12.5 OR SP-9.5 ASPHALTIC CONCRETE COMPACTED TO AT LEAST 92% 8' UNEROCK BASE HAYING A MINIMUM LeftOF 100 AND COMPACTED TO AT LEAST 99X OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). IF THE LOW EDGE OF PAVEMENT IS WITHIN 2 FEET OF THE SEASONAL HIGH GROUNDWATER LEVEL. THE A MOISTURE TOLERANT BASE WILL BE REQUIRED SUCH AS SOIL �.r CEMENT OR CRUSHED CONCRETE. 12' SUBBASE WITH A MINIMUM LBR OF 40 AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASM 0-1557). NOTES: 1. CONTRACTOR MUST INSTALL PAVEMENT AS SMOOTH AS POSSIBLE & KEEP IT FREE OF ANY MARKSMA , SCRAPES, GOUGES. TIRE RKS, ETC., THAT MIGHT BE CAUSED BY CONSTRUCTION TRAFFIC & EQUIPMENT. 2. CONTRACTOR SHALL UNIT PLACING THE ASPHALT PAVEMENT COURSE UNTIL ALL OTHER CONSTRUCTION IS COMPLETE It NO OTHER CONSTRUCTION TRAFFIC IS ANTICIPATED. ASPHALT PAVEMENT SECTION (') NTS (+) VERIFIED BY GEOTECHNICAL ENGINEER, AREHNA ENGINEERING. INC, REPORT DATED JUNE 20, 2013 K0a• IAOIN RM6TO1 //rw No-i n lai tKBaBq W91 / m�. 1nN��"�i�niPOMr rrt we N nrN.IF FIe01M K10R10� FAN RIIIW i leml NOTES: 1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. 2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND MATERIAL UP TO THE DOWNSPOUT CONNECTION. 3. ACTUAL GO OUT CONNECTION SHALL BE SUPPLIED AND INSTALLED BY BUILDING CONTRACTOR. ROOF LEADER CONNECTION DETAIL xR aK Nw. r� k y ) 24" MODIFIED TYPE D ,End Of Curb Edge Of Part Y1 Edge Of Pa� PLAN PLAN aaFlr ? bL ;;;;;; PLA[;] NOTE ALL CONCRETE SHALL BE 4.000 PSI CONCRETE. EXPANSION JOINTS SHALL BE AT P.C.'S AND P.T.'S AND AT 35 FOOT INTERVALS ON STRAIGHT RUNS. DUMMY JOINTS SHALL BE AT LEAST 5 FEET APART. 3' TO 5' WIDTH. 4' THICK 8' AND LARGER, 5' THICK FOOTER NC WHEN WALKWAY ABUTTIASPHALT PAVEMENT a BIowI w NtAx r% r 10 X 10 W.W.F. St ■-I R- 1' C'DM NMu' .Wtm) #4 DEBAR COW. SECTION WtWK t'-a' f10R IF L—r ON -SITE RAISED SIDEWALK DETAIL NTS m"1°"amN°""a I• mw v Saxe a TYPE D 8' V-S' TIT 3' 3' 3' Tra s.�Trans. TOP Of C.1b�, 11 TOP Of taro 2'-0' GYt� Gutter MOTE WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS PROFILE PROFILE SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE UP SHALL BE e', UNLESS OTHERWISE SHOWN ON PLANS. FLARED END STRAIGHT END TYPE F CURB AND GUTTER ENDINGS NOTE: ALL CONCRETE SHALL BE 4.000 PSI CONCRETE. CURB & CURB AND GUTTER DETAILS (FDOT INDEX 300) NTS CONTROL STRUCTURE DATA DESCMTON GRATE ELEV. 'A' a&w DISCHARGE INV. 'r BR20Y STRUCTURE INV. '0' 81.7V FOOT INLET TYPE b' 2' MIN. PAVEMENT EXISTING GRADE —\ .—ROAD BASE COMPACT IN 12' LAYERS 12' ABOVE PIPE �COMPACT IN e• uvERs STORM SEWER MAIN COMPACT IN 3' LIYT PIPE 2. NOTES: 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100% OF MAXIMUM DENS(lY BY AAS.H.T.O. T-99, METHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIRMNESS EQUAL EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH. 3. REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS. TRENCH BACKFILL DETAIL NTS FACE OF CJREI OR ,•�• EDGE OF PAVEYENi INtENNARONM SYYBDL OF A0= (SEE NOTE a) OETFS.TABLE YMRNNO ppp TOP BLUE / em B+CKOROUNC - TEXTURE. SEE 'RAWA BOARD OF BUILIMYG CDDQ t, MID STAtONroS' 4.T. T B wu�� WHOE // BICTA B1C1(CROUND SiE DEfNI BELOW ,SEE WM E J(r TID ES W M NAFE DRA m ON t CENtD15 FULL LFWTN IN METAL POST. (MOUNT AVO BOTTOM OF SIGN) AeAe� e� 1. T WITH S/1a' . 2 1/4' BOLT9. TOP h S1EEL POBr SET IN CONCRETE Fu,m PIPE BOLLARD V 1 3' TO 8' SOIYIE 12' II ICI I II MANDATORY White on Blue Backgmund e 6' 9U�OR IFS ODUTSOOE 31 5/e' NOOTIND ES: 1. METAL POST TO BE ALL BOLTS, NUTS, WASHERS AND 1. RUSTPROOF. SCREWS MUST BE RUSTPROOF. BE F 4,000 D CEMENT AND HAVE A 2. CONCRETE FOR FOOTING STRENGTH SIGNSCOMPRESSIVE RIC STRENGTH OF 4,000 p I. SIGNS WILL BE FABRICATED B/ SING REFLECTING COATING IN THE PAfB�IGBY BACKING MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM DISLBIEDPSWONLY 000) IN THICKNESS. (LETTERING METAL POST 4. MESSAGE SMALL BE UPPER CASE (WH (SER ES B) 2' NOLATORSWILL HIGH IN ACCORDANCE WITH MANUAL ON UNWONM TRAFFIC CONTROL DEVICES. BEFNED15.00 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE ROM ON A SQUARE BACKGROUND. INTERNATIONAL BLUE IN COLOR (FED. STD. 5951 COLOR /15180). DETECTABLE WARNING SURFACE NOTES DETECTABLE WARNING STRIPS, AKA TRUNCATED DOMES, SHOULD BE THERMOPLASTIC DETECTABLE WARNING STRIPS THESE WARNING SURFACES SHALL ONLY BE PROVIDED BY THE FOLLOWING VENDORS/MANUFACTURERSS OR AS APPROVED BY ME ENGINEER: I INUNE TRUNCATED DOME EZ TILE SUPPLIED BY PROFESSIONAL PAVEMENT PRODUCTS 2. TOPMARK SUPPLIED BY PUNT TRADING. 3. VANGUARD TRUNCATED DOME SUPPUED BY VANGUARD. HANDICAP SIGNAGE DETAILS PER FDOT INDEX 17346 & 17355 NTS 1 4' FlBERCIA53 SN)MMER OR EWAL FDOT TYPE III W/ GALV. STEEL ORATE FRONT VFW SECTION A —A CONTROL STRUCTURE S-1 N.7.5. 15' RCP A J LAUREN D. CAMPO, P.E. NO. 57421 January 13, 2014 DATE (SEAL) Nr j aBlm g 001/1T MIl !Ws M1YM Blasi OmY. G 2014 HARVARD JOLLY, INC.'. C-/OL I ---- 111 1 1 1_1 I rw-w 111WI I I r WATER MAINS - TEST PRESSURE 150 PSI FITTING TYPE 11-1/4" 22-1/2" 45" 90" DEAD END 4" 2' 4' 8' 20' 46 6" 3' 6' 12' 28' 63' N 8" 4' T 16 36' 82' 10" 4' 1 9 18, 4T 98' a 12" 5' i0' 21' 59 116' CIL 16" 6' 13' 26 63' 148' 20" 7' 15, 31' 76 179 24" 9 17' 36 87' 208' FORCE MAINS - TEST PRESSURE 100 PSI FITTING TYPE 11-1/4' 22-1/2' 45" 90" DEAD END 4" 1' 3' 6' 13' 30' 6" 2' 4' 8' 19, 42" Lu N 8" 2 5' 10' 24' 56 U5 10" 3' 6' 12' 29' 66' a 12" 3' 7' 14' M. 77' a 16' 4' w 18, 42' 99, 20" 5' 10' 21, 50, 119' 24" 6' 11' 24' 58' 13W WATER MAINS - TEST PRESSURE 150 PSI BRANCH SIZE 3" 4" 6" 8" 10" 12" 16' 20' 24' 3" 6' 14' 30' — — — — — — 4" 2' it, 28' 44' .-._. ...... -.... ..... ...... N 6" 1' 2' 2r 49 S2' — — — — 8' 1' 1' 16' 35 48' 62' — — — j 10" 1' 1' 10' W 44' 58' 83' — — 12" T 1' 3' 25 W 55, 80, 103' — 16" 1' 1' 1' 14' 31' 48' 79 98' 119, 20" 1' 1' 1' 2" 22' 40' 89' 94' 118' 24' 1' 1' 1' 1' 11' 31' 63' 89 I 111' J L V m ULL m 0 W Q g a = z U� Y Q w � z o W s o �8 $ qg z u.LL�O�N rQ � O I J I a I i i.. 7 r... 4r MN. (TYP ) ,Y- 6 kc Y cm v - l, 4 4- 1IN 'I.5 F mA,.k: w CREATED rrr«u:s REVISED 92 1-5,0255,00 l/ y�tC��'��##�1�#'#"l�l�l�l�l�l�l�lT�''��. G�\J;,+#�r*BOO*.#�#s#�l,+�l.##!!#!#�•!�;\U. \'tiTiTlTjTiT ` TiFi7iT17i /��\ fj //<aTi►t4Ta7A�iF� �JJJ i�iTlT1Ti a � /' \�f\71TiliTiTiTi\�� ��i*i7�1T1Ti�iT�\ ����i*iT�TiTiT'�Ti� �y�� ra7�TiraTiTjTj l\\1 fj//'-T�_T�T`ITJ�Ti*�JT��Ti�7ar-.• ..•�+'iTiT�TFi��7iTl� % //' �`�ill STfiT�P �T� TT T 7 �T�T-TjT �♦��T�TiTi7L j/\� ��� Tjt•1TjTjTa ♦L ���f' �TiTiLT� � L �T•7J�twT� "III LAYING CONDITIONS S ,� _ nLL.. SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS i I R.O.W. TREE 6" OAK PROTECT EXISTING DWARF MAGNOLIA TREES IN THIS VICINITY (NOT SURVEYED) -24" OiK I P L OFFSET APPROX 1' FROM WALL FOUNDATION - - - - T7 ­3" OAK P I THREE CABBAGE PALMS 1 P RELOCATED FIRE HYDRANT POWER RE GATED RECLAIMED WATER BOX---, POLE 5" HOLLY 6" HO-LY E.1 c-INr. 1 X LIF- \ \ 5TAT aN EW P KING ACES - 8' HOLLY RELOCATED LIGHT POLE 8" DRAKE ELM P v E m d d° B. DRAKE ELM 8" DRAKE ELM 3" LITTLE MGNOUA a P !P P 5" HOLLY �4 / ROOT PRUNING LINE COMPLETE BEFORE ANY EARTH- WORK IN THE VICINITY OF THE PROTECTED 32' OAK TREE SEE DETAIL If1, THIS DRAWING ROOT PRUNING LINE COMPLETE BEFORE ANY EARTH- WORK IN THE VICINITY OF THE 32" OAK 14" OAK PROTECTED 14" OAK TREE BUTTERFLY GARDEN SEE DETAIL 01, THIS DRAWING AREA IS AN ADDITIVE ALTERNATE rT- c_-rTr-rT�-rT�-7-T -rrr �a n n n n n n n // TI_ I I I I I I I I ..: I I I I y OFFSET APPROX 2,. 0'-0" I_ 1' FROM WALL P ROOT PRUNE TO I FOUNDATION = SEPARATE ROOT - I I I I I )I - 0 12" OAK MASSES OF TREES �3 TO BE REMOVED 1 .o P �` 12" OAK FROM TREES TO77 1 BE PRES-RUED / -RG-OSED NEN/BRARY CONTRACTOR SHALL ENSURE THIS TREE FALLS AWAY FROM TREES TO REMAIN WHEN IT i IS REMOVED :R E BOOK DROR� 18" HOLLY r6" HOLLY ' I 21 FUTURE PARKING SPACES 7-DISPOSITION N.I.C.REOCA D L/ POWER R,O.W. TRE� I�. POLE 8 OAK AK R.O.WO TREE I I ^ I I \ I I I 1 1 P iGPGSED I I I I I 1 I BJT'BiFLY I 1 I I I I I 4 1 6" OAK GAR0EK I I I wi ,, 0" OAK-__2 1 r__J ' 1 38' GRAND OAK / 1 � 1` ^ 12" OAK -^�P OFFSET APPROX V FROM WALL l � FOUNDATION ROOT PRUNING LINE COMPLETE BEFORE ANY EARTH- 15-C" WORK IN THE VICINITY OF THE l GRAND 38" OAK TREE SEE DETAIL p1, THIS DRAWING N DEMOLTION WORK WITHIN THE DRIPLNE OF THE GRAND OAK MUST BE DONE WITH MINIMUM POSSIBLE DISTURBANCE OF TREE ROOTS. 14" PALM r6" HOLLY 2 NEW H.C. PARKING X\1 �11 / 1 SPACES 1 10" PALM 12" CABBAGE \X \� PALM �X _< �/�6" HOLLY X) 8" HOLLY] X /� 14' PINDO -I ROOT PRUNE i0 SEPARATE ROOT MASSES PALM 1 P OF TREES TO BE REMOVED FROM P 8" HOLLY A TREE TO BE PRESERVED C 5-IVATOR G 18" FOLLY P:-S1 3" LITTLE LITTLE GEM MAGNOLIA 4" OAK- P 14" OAK P pGRAND OAK P 14" OAK/ SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS BEFORE EXCAVATING WITHIN THE ROOT ZONE OF EXISTING TREES, ROOT -PRUNE THE TREES BY: 1. HAND DIG A SMALL TRENCH BETWEEN THE TREE AND PLANNED EXCAVATION 2. CLEANLY CUT EACH ROOT W/ PRUNING SHEARS OR SAW, PERPENDICULAR TO THE ROOT 3. DO NOT TWIST OR PULL ROOTS 4. BACKPLL W/ SOIL AND WATER AS WITH NEW PLANTINGS PLANNED EXCAVATION ROOT -PRUNING TRENCH ROOT ZONE, APPROX. 3X DRIPLINE 1- CLEARANCE BETWEEN ROOT-PRUNIP y.T TRENCH AND EXCAVATION \ PLANNED EXCAVATION SECTOh VEW ROOT -PRUNING TRENCH 1' WIDE X 3' DEEP n ROOT -PRUNING DETAIL L N?.S ROOT -PRUNING TREE REMOVAL CODE GUIDELINE BY DEFINITION, NO PROTECTED TREES (24" OR GREATER D.B.H., ANY CYPRESS) ARE TO BE REMOVED. SITE- = 2.07 ACRES, 18 NON-EXEMPT, BROADLEAF TREES, 6" CALIPER OR LARGER, EXIST ONSITE. 18/2.07=8.7 TREES PER ACRE UNDER 10 PER ACRE, NO TREES ARE ALLOWED TO BE REMOVED UNLESS THE TRUNK IS WITHIN 8 FEET OF A PROPOSED STRUCTURE, PAVING, UTILITY, OR COMPARABLE IMPROVEMENT. OF THE 18 TREES, 10 FALL WITHIN 8' OF IMPROVEMENTS, AND WILL BE REMOVED. FOR TREE CALCULATIONS, THE ENTIRE CITY HALL/LIBRARY PARCEL IS INCLUDED. THE EASTERN PARCEL ACROSS BTH STREET IS NOT INCLUDED, AS NO TREE REMOVAL IS PLANNED THERE UNDER THIS CONTRACT. TREE PROTECTION & REMOVAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO START OF WORK TO OBSERVE THE EXISTING TREES AND VERIFY SUITABILITY FOR PRESERVATION AS SHOWN. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO TREE REMOVAL. 3. IF THERE IS ANY DOUBT ABOUT THE CONDITION OF A TREE, PHOTOGRAPH THE TREE AND THE POTENTIAL PROBLEM. SEND THE PHOTOS AND A WRITTEN DESCRIPTION TO THE ATTENTION OF THE CONSULTING ARBORIST / LANDSCAPE ARCHITECT: JIM CLEES, ASLA 2714 DR. MARTIN LUTHER KING JR. ST. N. ST. PETERSBURG, FL 33704 EMAIL: jclees®harvardjolly.com 4. BEFORE PERFORMING ANY EXCAVATIONS OR TREE REMOVALS, PROPER UTILITY COORDINATION MUST BE MADE WITH: "SUNSHINE 811" TO HAVE UTILITIES LOCATED AND MARKED. STARTING THE DAY AFTER YOUR CALL. IT TAKES ABOUT TWO BUSINESS DAYS TO COMPLETE. 5. TREE PROTECTIVE BARRIERS SHALL BE IN PLACE PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. 6. TREES TO BE REMOVED SHALL BE FELLED SO AS TO FALL AWAY FROM TREE PROTECTION ZONES AND TO AVOID PULLING AND BREAKING ROOTS OF TREES TO REMAIN. IF ROOTS ARE ENTWINED, FIRST SEVER THE MAJOR WOODY ROOT MASS BEFORE FELLING. USE ROOT PRUNING EQUIPMENT AND METHODS TO CUT THE ROOTS. 7. ALL TREES RECEIVING ROOT PRUNING SHALL BE WATERED EVERY 3 WEEKS TO A SOIL DEPTH OF 3 FEET, USING TEMPORARY MEANS AND METHODS. THE ARBORIST COMPANY ENGAGED FOR TREE CARE SHALL EVALUATE THE TREES AT 3-WEEK INTERVALS TO DETERMINE WHETHER THE WATER SCHEDULE OR QUANTITY NEEDS TO BE ADJUSTED. 8. UNDERSTORY PLANTS WITHIN PROTECTIVE BARRIERS SHALL BE PROTECTED UNLESS OTHERWISE INDICATED. 9. NO EXCESS OIL, FILL, EQUIPMENT, BUILDING MATERIALS. OR BUILDING DEBRIS SHALL BE PLACED WITHIN THE AREAS SURROUNDED BY PROTECTIVE BARRIERS, NOR SHALL THERE BE DISPOSAL OF ANY WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MORTAR, OR ANY OTHER MATERIAL HARMFUL TO TREES OR UNDERSTORY PLANTS WITHIN THE AREAS SURROUNDED BY PROTECTIVE BARRIERS, 10. TREES SHALL NOT BE BRACED IN SUCH A FASHION AS TO SCAR, PENETRATE, PERFORATE, OR OTHERWISE INFLICT DAMAGE TO THE TREE. 11. NATURAL GRADE SHALL BE MAINTAINED WITHIN PROTECTIVE BARRIERS. 12. UNDERGROUND UTILITIES SHALL BE PLACED OUTSIDE THE AREAS SURROUNDED BY PROTECTIVE BARRIERS. IF SAID PLACEMENT IS NOT POSSIBLE, DISTURBANCE SHALL BE MINIMIZED BY USING TECHNIQUES SUCH AS TUNNELING OR OVERHEAD UTILITY LINES. 13. FENCES AND WALLS SHALL BE CONSTRUCTED TO AVOID DISTURBANCE OF ANY PROTECTED TREE. POST HOLES AND TRENCHES LOCATED CLOSE TO TREES SHALL BE HAND DUG AND ADJUSTED AS NECESSARY, USING TECHNIQUES SUCH AS DISCONTINUOUS FOOTINGS TO AVOID DAMAGE TO MAJOR ROOTS. 14. MAINTAIN THE INTEGRITY OF TREE PROTECTION MEASURES THROUGHOUT THE PERIOD OF CONSTRUCTION. 15. ANY PRESERVED TREES DAMAGED OR DESTROYED BY CONSTRUCTION OR CONSTRUCTION -RELATED ACTIVITIES ARE THE RESPONSIBIUTY OF THE CONTRACTOR. LANDSCAPE ARCHITECT SHALL DETERMINE THE EXTENT OF DAMAGE AND SHALL DIRECT ANY REMEDIAL OR REPLACEMENT ACTIONS TO BE CONDUCTED BY THE CONTRACTOR. THIS WORK SHALL BE DONE AT NO COST TO OWNER OR CONSULTANTS, IN FULL COMPLIANCE WITH APPLICABLE CODES. TREE PRUNING NOTES 1. ALL PRUNING SHALL BE PERFORMED BY, OR UNDER THE SUPERVISION OF, AN ISA-CERTIFIED ARSORIST. 2. ALL PRUNING SHALL BE IN ACCORDANCE WITH THE IRU PRUNING GUIDELINES (ISA) AND/OR ANSI A300 PRUNING STANDARD (AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS). 3. ALL TREES TO REMAIN WITHIN THE CONSTRUCTION ZONE SHALL BE PRUNED TO: A. CLEAR THE CROWN OF DISEASED, CROSSING, WEAK, AND DEAD WOOD TO A MINIMUM SIZE OF 1-1/2" DIAMETER. B- PROVIDE 14' OF VERTICAL CLEARANCE OVER STREETS AND 8' OVER SIDEWALKS. C. REMOVE STUBS, CUTTING OUTSIDE THE WOUNDWOOD TISSUE THAT HAS FORMED AROUND THE BRANCH. D. REDUCE END WEIGHT ON HEAVY, HORIZONTAL BRANCHES BY SELECTIVELY REMOVING SMALL DIAMETER BRANCHES, NO GREATER THAN 2 TO 3 INCHES, NEAR THE ENDS OF THE BRANCHES. 4. WHERE TEMPORARY CLEARANCE IS NEEDED FOR ACCESS, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEARANCE ZONE. 5. INTERIOR BRANCHES SHALL NOT BE STRIPPED OUT 6. PRUNING CUTS LARGER THAN 4", EXCEPT FOR DEAD WOOD SHALL BE AVOIDED. 7. PRUNING CUTS THAT EXPOSE HEARTWOOD SHALL BE AVOIDED WHENEVER POSSIBLE. 8. NO MORE THAN 20 PERCENT OF LIVE FOLIAGE SHALL BE REMOVED FROM ANY TREE. 9. BRUSH SHALL BE CHIPPED AND CHIPS SHALL BE SPREAD UNDERNEATH TREES WITHIN THE TREE PROTECTION ZONE TO A MAXIMUM DEPTH OF 6". LEAVE THE TRUNK CLEAR OF MULCH. LEGEND P PRESERVE IN PLACE c cc V Z ♦��� J O V D V iQ '^ Q VJ t O 0 J F- � Z JZw off[ O j c~i } V CC H W W p N Z N U �- No 12010.00 Ite: 011 / 16 / 1 4 am ( is X REMOVE ---------- ROOT-PRUNING LINE N'W10'MLM.E TIE vuxs wo miarlrwTb.vs much wry nc wX anwiuc mots. ,a Tti TREE ��DISPOSITION PLAN 1 " = 20'-0" 11, 2011 HARVARD JOLLY INC 0 10' 20' 60' L1.0 MULCH �0000a UD 6'-0` i -_� . E4.SWINB R g.TEW'.I0A. 4 CP�SE: NE'H _ 6RARv 'RIVE P SOO< DROP m o �7������■ 2 NEW ® ♦_... 105 Cv REPAIR AND RESTORE R.O.W. S7 .M LANDSCAPE BUTTERFLY GARDEN AREA IS AN ADDITIVE ALTERNATE T-T 7-7-7-77-r-F7-rd ., n n n n n n n °o •. -1F_L L_TL JAL 17-Li.1 U U U U U U U / I 4 •. TM ^ I I I I I I I _jT f Ov / 2 / LM 1 Ov I° D MULCH 21 FUTURE PARKING SPACES I LM I I I I I I I I I I I� 4I I I I I I I I I I 1I I AE t-+---+----+-1 I LJ I 1g;B,_I I I I I I I I 14 LM 1 TV TM I I MULCH 1 2 LJ LJ CRUSHED, COMPACTED I / i SHELL PAT H, - - _.�._d,�' 3" DEEP, 4' WIDE. �.....,�. 135 TM MULCH 46 p TD PLANTING DETAILS 36 FLAT, WOVEN POLYPROPYLENE HEAVY DUTY STRAP, 3/4' WIDE 900 LB BREAK STRENGTH OR APPROVED EQUAL 3 PER TREE TOP OF ROOTBALL 2" ABOVE FINISH GRADE 4- MULCH NOT TOUCHING TRUNK 6" SOIL SAUCER STEEL EYE ANCHOR, 15" LONG HEAVY DUTY, W/SPIRAL FLANGE OR APPROVED EQUAL 3 PER TREE PLANTING PR 3 X DIA. OF ROOTBALL PLANTING SOIL EXISTING SOIL ROOTBALL IF B&B, REMOVE ALL TWINE. ROPE, WIRE, AND BURLAP FROM TOP AND SIDES OF ROOTBALL FLEE PLANTING DETAIL — 3' TO 6' CAL. N.T.S. LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA #1 OR BETTER, AS DEFINED IN GRADES AND STANDARDI FOR NURSERY PLANTS FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY. ALL HEIGHTS SHALL BE AS MEASURED FROM FINISH GRADE AFTER INSTALLATION. 4. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY CIVIL ENGINEER. 5. NO PLANT SHALL BE INSTALLED WITH ITS ROOTBALL TOP BELOW FINISH GRADE. SEE DETAILS FOR SPECIFIC REQUIREMENTS. 6. ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE CONTAINER -GROWN OR B&B. BARE -ROOT, BAG -GROWN, AND ANY ROOT -BOUND STOCK WILL NOT BE ACCEPTED. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING. 7. SHRUBS AND GROUNDCOVERS PLANTED IN MASSES SHALL BE TRIANGULAR SPACED. ADJUST SPACING TO FIT THE QUANTITY OF PLANTS SHOWN ON THE PLAN IN THE AREA AVAILABLE. 8. TREES SHALL BE LOCATED ENTIRELY WITHIN PLANTING BEDS, ALLOWING FOR EASE OF MOWING AND EDGING. WHERE NO BEDS ARE INDICATED, TREES SHALL BE INSTALLED WITHIN A CIRCULAR MULCH RING THAT ENCOMPASSES THE DIAMETER OF THE PLANTING PIT AND ALL STAKES AND GUYS. 9. PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND BEDUNES SHALL BE MARKED FOR REVIEW BY LANDSCAPE ARCHITECT. OBTAIN LANDSCAPE ARCHTECT'S APPROVAL PRIOR TO PLANTING. FAILURE TO OBTAIN APPROVAL MAY RESULT IN RELOCATION OF THE PLANT MATERIALS BY THE CONTRACTOR PER THE LANDSCAPE ARCHITECT'S INSTRUCTIONS AT NO COST TO OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. 10. ALL LANDSCAPING SHALL BE INSTALLED PER PLAN, DETAILS, SPECIFICATIONS, AND APPROVED FIELD ADJUSTMENTS. FAILURE TO PERFORM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT SHALL RESULT IN CORRECTIVE WORK AND MATERIAL REPLACEMENT AT NO COST TO THE OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. 11. ALL TREES AND SHRUBS SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 12. CONTRACTOR SHALL PROVIDE PLANTING SOIL MIX PER THE SPECIFICATIONS. 13. PRIMARY MULCH SHALL BE "FLORIMULCH" RECYCLED MELALEUCA. SECONDARY MULCH SHALL BE PINE NEEDLES, TO BE USED IN ALL BEDS OF MINIMA JASMINE. MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF 4" IN ALL PLANTING AREAS. FLAT, WOVEN POLYPROPYLENE 14. IF CONTRACTOR DISCOVERS ANY CONDITIONS HARMFUL TO PLANT HEAVY DUTY STRAP, 3/4- WIDE MATERIAL, CONTACT LANDSCAPE ARCHITECT IMMEDIATELY. 900 LR BREAK STRENGTH OR APPROVED EQUAL 15. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE MADE 2 PER TREE WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6'X3" DIA. HARDWOOD POLE 2 PER TREE, DRIVEN 3' INTO GROJND 16. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL NECESSARY PERMITS, UNLESS OTHERWISE SPECIFIED. TOP OF ROOTBALL 2" ABOVE FINISH GRADE 17. CONTRACTOR SHALL STRIP ALL EXISTING PLANT MATERIAL FROM 4" MULCH AREAS TO BE LANDSCAPED UNLESS OTHERWISE INDICATED, INSTALL NOT TOUCHING TRUNK FILL AS REQUIRED TO ESTABLISH FINISH GRADE. ALLOWING FOR SOD 6" SOIL SAUCER THICKNESS. FINISH GRADE 18. ANY EXISTING PLANT MATERIAL NOT INDICATED FOR REMOVAL THAT HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED. DAMAGED PLANTING SHALL BE REPLACED IF REMEDIAL METHODS CANNOT CORRECT DEFICIENCIES. ALL DEAD TREES AND PLANTS PLANRNG PIT 3 X DIA. OF ROOTBALL SHALL BE REMOVED. THE CONTRACTOR SHALL PROVIDE ALL SUCH PLANRNG SOIL WORK AND MATERIALS AT NO ADDITIONAL COST TO OWNER, ARCHITECT, EXISTING SOIL OR LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE ROOTBALL THE FINAL AUTHOR1 Y IN ASSESSING DAMAGE AND DETERMINING CORRECTIVE ACTIONS. IF B&B, REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL 19 ALL PLANT MATERIALS, PLANTING SOIL, SOIL AMENDMENTS, FERTILIZER, STAKING, GUYING, FLAGGING, MULCH, AND SOD SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 20. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE CONSTRUCTION DOCUMENTS ARE INCOMPLETE WITHOUT THE WRITTEN TREE PLANTING DETAIL— UNDER 3'CAL SPECIFICATIONS PUBLISHED SEPARATELY, TURF GRASS NOTES } 1. CONTRACTOR SHALL FULLY SOD ALL PROJECT AREAS WITH THE INDICATED GRASSES AND IS RESPONSIBLE FOR ESTIMATING ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE WORK. 2. SEE SPECIFICATIONS FOR SOIL TESTING AND REPORTING M TQPgBOFFyEROOTBALL REQUIREMENTS. W FINISH GRADE 3. SEE SPECIFICATIONS FOR SOIL AMENDMENTS AND FERTILIZERS. J I4IIJJLL II{{ N0IMTOUCHING //----��TRIANGULATE SPACING EQUAL OF PLANTS IN MA55 STEMS (� r- / O.C. O.C. O.C. PLANnivcs 4. SOD SHALL BE WEED, PEST, AND DISEASE FREE, INSTALLED WITH TIGHT JOINTS, AND ROLLED AT TIME OF INSTALLATION. 1 Z V GRADE 4' MULCH i / LL OFINISH J 5. CONTRACTOR SHALL SOD ALL AREAS DISTURBED BY ANY PROJECT -RELATED ACTIVITY WHATSOEVER AT NO ADDITIONAL COST TO W PLANTING PIT 2 x DIA. OF ROOTBALL FINISH GRADE OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. / 1 Q j J V U E /� - _II ROOTBALL - }r -- _ r TO TD ! l^ 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, THE CONSTRUCTION DOCUMENTS ARE INCOMPLETE WITHOUT THE WRITTEN ING SOIL PLANTING o _ F ROOTBALL '^ IY O Q SP 'IFI ATIONS. PCB ISH D SEPARATELY- - r EXISTING SOIL �� i v - m EXISTING SOIL U) Z 2 O Z J o U cr 6 = cn = Z SHRUB PLANTING DETAIL GROUNDCOVER PLANTING DETAIL Uj O 3 4 N Z N N.TS N.T.S. No o PLANT SCHEDULE BASE BID EXISTING SITE SOIL NOTES m Dale0/16/1 ?04 _ ` TREES � BOTANICAL NAME / COMMON NAME CONT S.AL .SIZE Drawn CJC FXGERPTS FROM GEOTEGHNICAI_ SURVEY REPORT. ARFHNA v - LM 13 LAGERSTROEMIA X 'MUSKOGEE' / DRAPE MYRTLE LIGHT LAVENDER 15 GAL 3-5 TRUNKS, 1" EA 6'-8' Revised FN IN RIN IN - PROJE T NO. B-13-015: 6/ 0/13, 0 "BASED Li 9 LIGUSTRUM JAPONICUM / JAPANESE PRIVET 30 GAL 8'X6' o ON THE BORINGS PERFORMED, THE SOILS THAT UNDERLIE THE TREE FORM o SITE GENERALLY CONSIST OF CLEAN SANDY FILL OR NATURAL SOILS, SIMILAR TO THE TAVARES-URBAN LAND COMPLEX..." @ QV 2 QUERCUS VIRGINIANA 'CATHEDRAL' / CATHEDRAL LIVE OAK 45 GAL 3"CAL 10'-12' FXCFRPTS FROM NRCS SOIL SURVEY LID 6 ULMUS PARVIFOLIA 'DRAKE' / DRAKE ELM 45 GAL 3"CAL 10'-12' I TAVARES-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES PALM TREES OTY BOTANICAL NAME / COMMON NAME CONE SJZE PLANT SCHEDULE ADDITIVE -ALTERNATE 'THIS MAP UNIT CONSISTS OF AREAS OF URBAN LAND AND NEARLY SP 3 SABAL PALMETTO / CABBAGE PALMETTO FG 12'-16' CT o LEVEL TO GENTLY SLOPING, MODERATELY WELL DRAINED TAVARES - SOILS ON LOW RIDGES, TAVARES SOILS MAKE UP 45 TO 65 PERCENT SHRUBS qi ( BOTANICAL NAME /COMMON NAME Q4NI PEA LNG¢ TREES OTYY BOTANICAL NAME / COMMON NAME 'MUSKOGEE' CONT �L S1ZE c OF THE MAP UNIT. AND URBAN LAND MAKES UP FROM 30 TO 45 '4 CAST IRON PLAN? 3 GAL 30" O.C. LM 6 IAGERSTROEMIA X / CRAPE MYRTLE LIGHT LAVENDER 15 GAL 3-5 TRUNKS, 1" EA 6'-8' o PERCENT. THE AREAS OF TAVARES SOILS AND URBAN LAND ARE SO AE ASPIDISTRA ELATIOR / INTRICATELY MIXED, OR SO SMALL, THAT IT IS NOT PRACTICAL TO SEPARATE THEM IN MAPPING. PM 55 PODOCARPUS MACROPHYLLUS / PODOCARPUS 3 GAL 36" O.C. BOTANICAL NAME / COMMON NAME 'ARGENTINE' .LYPE PASPALUM NOTATUM / BAHIA GRASS SOD 'TAVARES SOILS ARE SAND TO A DEPTH OF 80 INCHES OR MORE. RA 155 RHAPHIOLEPIS INDICA 'ALBA' / WHITE INDIAN HAWTHORN 3 CAL 36" O.C. TYPICALLY, THE SURFACE LAYER IS VERY DARK GRAY AND IS ABOUT 3 INCHES THICK. BENEATH THE SURFACE LAYER THE SAND IS GROUND COVERS m BOTANICAL NAME / COMMON NAME LME SPACING i YELLOWISH BROWN AND UGHT YELLOWISH BROWN TO A DEPTH OF 56 DV 479 DIANELLA TASMANICA 'VARIEGATA' /VARIEGATED FLAX LILY 3 GAL 24' O.C. INCHES, VERY PALE BROWN TO BETWEEN DEPTHS OF 56 AND 76 awn ,wo�sPc�IRaTas ris caiP'Ll wrtw INCHES. AND WHITE BETWEEN DEPTHS OF 76 AND 80 INCHES OR MORE. IN SOME PLACES, THE SOIL HAS BEEN RADICALLY ALTERED. TM 1,058 TRACHELOSPERMUM ASIATICUM 'MINIMA' / MINIMA JASMINE 1 GAL 18" O.C. Tee MNNuM sallow- coots. SOME OF THE LOW AREAS HAVE BEEN FILLED OR LEVELED DURING CONSTRUCTION AND OTHER SMALL AREAS HAVE BEEN CUT, BUILT UP, TO 46 TRIPSACUM FLORIDANUM / FLORIDA GAMAGRASS 1 GAL 24" O.C.LANDSCAPE OR SMOOTHED. URBAN LAND IS COVERED BY STREETS, PARKING nAw LOTS. BUILDINGS, AND OTHER STRUCTURES THAT SO OBSCURE OR ALTER THE SOILS THAT IDENTIFICATION IS NOT FEASIBLE, BOTANICAL NAME / COMMON NAME'S PASPALUM NOTATUM 'ARGENTINE' / BAHIA GRASS SOD larN PLANTING PLAN 'INCLUDED IN MAPPING, AND MAKING UP 5 TO 15 PERCENT OF THE UNIT, ARE SMALL AREAS OF ADAMSVILLE AND ASTATULA SOILS. THE STEN07APHRUM SECUNDATUM 'FLORATAM' / FLORATAM ST. AUGUSTINE SOD SOD a, 2014 HARVARD JOLLY INC = 20'-0*' SOMEWHAT POORLY DRAINED ADAMSVILLE SOILS ARE IN THE SLIGHTLY i LOWER AND WETTER AREAS. THE EXCESSIVELY DRAINED ASTATULA E SOILS ARE IN HIGHER, CONVEX AREAS OF THE LANDSCAPE." O 0 10' 20' 61) L. 1 /iL.o I Y 17.0 14 �- - - - - x x• Y '� p x' x. H� 13 18.6x- x 22.6 15 x: 12 19.2 161 1B _..R 1w ,,. 1x• 11 19.2 1 1 10 18.9 x' :9)21.4 x. x Cd xa I 23.8 8 x- a• 1 x• ,• x. x' I y 23.0 7x- . OL x 111 x- x 22.6 2 �• II III x /j ,y _x• Fr _ _ tm�T % N x• /// /// 'y ----+C= --_--- �y — < 4-- fl - - - - S II PEDESTAL- . - 1 x• MOUNTED . EXISTING RECLAIMED ASSEMBU'j RAIN SENSOR x• t' CONTROLLER 6 16.0 � x 0 x - J - 1 21.6 1 III 111 12.7 4 Il1 1 5 15.0 11. III 17.4 3 i t• x• N• 1 ff x• x• � x• ii� x• E i ,6 71 BUTTERFLY GARDEN AREA S AN ADDITIVE A� ERNAT= 17.5 T1 EXISTING 1H'• I N ,y RECLAIMED —� - x - T2 19.2 ASSEMBLY M-- (VERIFY) I 1° BATTERY -OPERATED CONTROLLER IN VALVE BOX. MOUNT RAIN SENSOR TO NEARBY POWER POLE. m• A, x• I 0 NOTE: E TI F TREE W" ERS CONN C ON 0 L ON ZONES ASSIGNED TO SHRUB SPRAYS IS TEMPORARY ONLY, AND IS TO OCCUR ONLY IN THE ADDITIVE -ALTERNATE AREA. .-LANDSCAPE IRRIGATION PLAN = 20'-0' 0 10' 2C60 IRRIGATION SCHEDULE SYMRO_ MANUFACTURER/MODEI ® ® ® ® EST LCS RCS CST SST RAIN BIRD 1805-NP 15 STRIP SERIES 30 ® is ® ® RAIN BIRD 1806-NP 8 SERIES MPR 30 0 T H F 0 T H F RAIN BIRD 1805-NP 10 SERIES MPR 30 0 0 E3 ®❑ RAIN BIRD 1806-NP 12 SERIES MPR 30 0 T H TO F ❑ 0 In r 0 0 T H TO F RAIN BIRD 1806-NP 15 SERIES MPR 30 ® 0 e ,S RAIN BIRD 1506—NP ADJ 30 13 OSHE-VAN �o t2HE-VAN RAIN BIRD 1806—NP ADJ 30 O 111HE-VAN ❑• 15HE-VM! A e G A 0 RAIN BIRD 1800-PA-BS-NP 15 STRIP SERIES 30 EST LCS RCS CST SST e RAIN BIRD 1800-PA-8S-NP 8 SERIES MPR 30 0 0 FO O 0 6 ® O 0 T H TO F RAIN BIRD 1800-PA-8S-NP 12 SERIES MPR 30 08HE-VAN QQ 12HE-VAN RAIN BIRD 1800-PA-BS-NP ADJ 30 Qi IIHE-VAN Qi 15HE-VM A G 4 ®'A RAIN BIRD 1812—NP 15 STRIP SERIES 30 EST LCS RCS CST SST ®® 00 RAIN BIRD 1812-NP 8 SERIES MPR 30 0 T H F 00 0 O RAIN BIRD 1812-NP 10 SERIES MPR 30 ® ® 0 Oa RAIN BIRD 1812-NP 12 SERIES MPR 30 0 T H F ® a 0 ® RAIN BIRD 1812-NP ADJ 30 S tO 12 '5 ® ®® ® 0 T F F RAIN BIRD 1506—NP 8 SERIES MPR 30 0 41) ® RAIN BIRD 1806-NP 10 SERIES MPR 30 T a 142 H 1158 � A01 ' A RAIN BIRD 1800-1400 FLOOD 20 0 SH RAIN BIRD 1806-NP 5 SERIES MPR SYMBoi MANUFACTURER/MODEL RAIN BIRD PESBR MATCO-NORCA 513T © RAIN BIRD ESPBLXME-LXMMPED W/2 ESPLXMSM4 16-STATION ADD ALT—�T RAIN BIRD TBOS-2CMUS AND TBOS-FTUS 2-STATION 0 RAIN BIRD RSD-CEx PEDESTAL -MOUNT RAIN SENSOR ADD ALT-+® RAIN BIRD RSD-BEx POLE -MOUNT RAIN SENSOR IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 — — IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - - - - - - - - PIPE SLEEVE: PVC CLASS 200 SDR 21 Valve Callout Valve Number # # Valve GPM #" Valve Size U Z z co O Q M U ® D 0) a: J Z U) O Z co — �O jc~i V CC 2 � } Uj N Z IN Z U No 12010.00 ate: 01 / 1 6 / 1 4 .11, CJ C TO — H M YT NNONLE04Y. T T NNNUN P-.1.ip O� PLY WIM 2014 HARVARD JOLLY INC IR1.0 IRRIGATION DETAILS PEDESTAL MOUNT IRRIGATION CONTROLLER ON CONCRETE ° FOOTING. USE GALV. J' BOLTS TO SECURE THE CONTROLLER TO THE PAD. OR RECEPTACLE AND LOCKING SWITCH. 14 GA, WIRES 1" SCH. 40 CONDUIT FROM FIELD. WITH SWEEP ELL FOR 120 VOLT SOURCE. 1 1/2" PVC m ©A, SCHEDULE 40 CONCRETE BASE: CONDUIT WITH 5" MIN. THICKNESS, LONG SWEEP ELL. EXTEND 6" BEYOND < M OUTSIDE DIMENSIONS OF ENCLOSURE WITH - I _ I-=1 (- SLOPE FOR DRAINAGE. -IT _ I_ITI 8 Ff. COPPER CODE. I �• I AS PER LOCAL CODE. 1 PEDESTAL MOUNT CONTROLLER 1" - 12" 32-8409.16-03 2' MINIMUM, 4" MAXIMUM 2" ABOVE FINISH BELOW TOP OF BOX. GRADE AT SHRUBS. 1OX15 RECTANGULAR VALVE BOX. 3/4- ABOVE FINISH REMOTE CONTROL VALVE, ONE PER BOX. GRADE AT LAWN. PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30' LOOPED WIRES. w OUTLET PIPE SAME SIZE AS VALVE, VALVE, 24" MIN. TFI 2" J-,- TO FIRST FITTING. ^ 1GL r-j=Tr T 0 45 DOWN AS I m RAL LATERAL PIPE SENSOR -INCH SCH 40 RISER NSION (FIPT X MIPT) JRED TO ENCLOSURE SCH 40 NUT TO CONTROLLER TROLLER PEDESTAL NOTE: MOUNT SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, NOT IN PATH OF SPRINKLER SPRAY. RAIN SENSOR 4 III = III -=11--'II:,, III=III=1I ' o - L- 3 TURF POP UP HEAD. B" z 1/2" MARLEX STREET ELL. TO CURB OR BARB ELL X MI WALK. WALL MERLE R FENCE. STREET STREET ELL. 4 U pCv O Pll�IRZIILATERAL O O v O O LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. 6" THICK LAYER OF GRAVEL - PVC TEE (S%SXT) OR ELL. f112"LYETHYLENE FLEXIBLE SCHEDULE 80 RISER. LATERAL LINE. TUBING, LENGTH AS REQUIRED. MAIN LINE. ELECTRIC REMOTE CONTROL VALVE TURF SPRAY & STREAM BUBBLER ASSY. 4 1 1/2" - 12" 328406.13-01 5 3" - 12' 328403.13-02 1 0 " DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. - BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. �1 3o I=111 m FOUR COMMON `1 BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS I / /T PVC MAIN LINE. SPECIFIED. L SLIP/THREAD COUPLING. SCHEDULE BO THREADED NIPPLE. BRONZE ISOLATION VALVE U 1 1/2" - 12" 328406.33-01 G III=1 j-L • " -Uy=Uy INSTALL ASSEMBLY _ _ _ OVE FINISHED GRADE.-FI-1, ly�yl I- III III III m DO NOT USE SIDE INLET. HIGH POP HEAD. 8" z_ 1/2- MARLEX STREET ELL. TO CURB 0 BARB ELL X MIPT. WALK. f STREET AELLX�� LATERAL -/ LINE. \1 PVC TEE (SXSXT) OR ELL. 1/2- POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. SHRUB SPRAY HIGHPOP WIFLEX ASSEMBLY U 3" = 12" 328403.29-01 IRRIGATION NOTES 1. IRRIGATION SYSTEM DESIGN REQUIREMENTS: 26 GPM ® A MINIMUM OF 50 PSI AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE GPM AND PSI PRIOR TO INSTALLATION OF THE SYSTEM. 2. PLANNED SOURCE IS AN EXISTING RECLAIMED WATER ASSEMBLY AND METER ON THE MAIN SITE, AND AN EXISTING RECLAIMED WATER ASSEMBLY ON THE SECONDARY SITE ACROSS 8TH STREET. LOCATE EXISTING SYSTEM COMPONENTS, INCLUDING MAINLINE, TO DETERMINE THE BEST POINTS OF CONNECTION. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN IN THE DESIGN PROCESS. FOR EXAMPLE : OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES. ETC. REFER TO THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH PROPOSED TREES OR SHRUBS. 4. PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS: I.E., UNDER BUILDINGS OR PAVEMENT, OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. THIS IS DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED IN OPEN, LANDSCAPE AREAS. 5. IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT OF WAY" USE PERMITS. 6. PIPE SIZES SHALL CONFORM TO THOSE ON THE DRAWINGS. SUBSTITUTING WITH SMALLER PIPE SIZES WILL NOT BE PERMITTED. 7. MAINLINE IS TO BE INSTALLED WITH A MINIMUM OF 24" DEPTH OF COVER. LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 12" DEPTH OF COVER. 8. UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC CLASS 200 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" PIPE SHALL BE 3". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". 9. WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES AND WIRE SPLICES SHALL BE INSTALLED IN VALVE BOXES. 10. REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND DESIGNED FLOW RATE FOR EACH REMOTE CONTROL VALVE. 11. ALL 24 VOLT CONTROL CABLE TO BE ILL LISTED, SINGLE STRAND, TYPE OF 600 VOLT CONTROL CABLE. SIZE AND COLOR AS FOLLOWS: COMMON WIRES - SIZE AWG #12 OR LARGER AND WHITE IN COLOR. HOT WIRES - SIZE AWG #14 OR LARGER AND RED IN COLOR. SPARE WIRES - SIZE AWG #14 OR LARGER AND BLUE IN COLOR. 12. ALL SPLICES TO THE 24 VOLT CONTROL WIRING SHALL BE MADE WITH RAIN BIRD #OBTWC 24-600 VOLT, DIRECT BURY SPLICE KITS. 13. ALL CONTROL VALVE WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS AND PLACED ALONG THE S1DE OF THE MAINLINE PIPE. 14, ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FLUSH TO GRADE. MOUNT ALL SPRINKLERS ON FLEXIBLE CONNECTIONS AS FOLLOWS: 1/2" INLET SPRAY HEADS FLEXIBLE PIPE 3/4" INLET ROTOR HEADS PVC SWING JOINT 15. INSTALL HEADS 12" OFFSET FROM WALLS AND B" OFFSET FROM PAVING EDGES. INSTALL CONCRETE DONUTS AT HEADS CLOSE TO DRIVING SURFACES. >M- W J � O � � t U c w c c Q t U' c i 16. LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES o� 17 JJ rFENCE OR WALL. PVC SLIP -THREAD ADAPTER. AS REQUIRED TO PREVENT FOGGING. 1 SHRUB NOZZLE. 12" BUBBLER NOZZLE AS SPECIFIED. 17. EXACT CONTROLLER LOCATION(S) SHALL BE COORDINATED CURB OR WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. WALK. 3" ABOVE GRADE, UNLESS OTHERWISE STATED, THE GENERAL CONTRACTOR SHALL THERMOPLS71C WATER WELL AS PER PROVIDE 110 VOLT POWER TO THE CONTROLLER LOCATION(S). RISER UV RESISTANT PLANTING DETAIL THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE 1/2' MALE NPT THREADED • ".-�I _ .III -III- FINISHED GRADE. CONNECTION FROM THE POWER SOURCE TO THE CONTROLLER(S). } M p' III =�1.1 I__I -ll1=ll1-11I-LLI 18. AT EACH IRRIGATION CONTROLLER, INSTALL A "SECONDARY LL - _TTi_ -III -III _ III- 1-iilj= .�-I �I SURGE ARRESTER" TO THE INCOMING (120 VOLT) POWER SUPPLY .III STRAIGHT I -1 -1 I -T�-� lil _�� �'" ROOT BALL I- (INTERMATIC #AG2401 OR EQUAL). cc -*-RISER OFF OF LATERAL _III- - -III- -= -'-� - 1 /2" IPS FLEX HOSE WITH 19. AT THE CONTROLLER, INSTALL A SUPPLEMENTARY EARTH cc o WHERE OCCURS. _ - L PVC FLEX GLUE AND PRIMER. 3 GROUND GRID WITH A MINIMUM OF TWO 4'X96" GROUNDING -III=III- LENGTH AS REQUIRED. PLATES. TEST THE RESISTANCE TO EARTH PER NFPA STANDARD =..� PCV LATERAL LINE. m #780. AN ACCEPTABLE EARTH GROUND SHOULD HAVE 15 OHMS (n p PVC THREAD THREAD OR LESS RESISTANCE. USE MORE PLATES OR GROUNDING RODS Z` w m [II COUPLER. IIPTHREAD S- ADAPTER. AS NEEDED TO ACHIEVE THE DESIRED RESISTANCE READING. LG• I I 20. THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT LL PVC LATERAL KBI FR-500-4 DRAWING ON REPRODUCIBLE PAPER DETAILING THE ACTUAL r Q I I LINE. 4" FLEX RISER. INSTALLATION OF THE IRRIGATION SYSTEM, THE AS -BUILT G PVC SLIP SUP DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, WIRE SPLICES, SLEEVES AND VALVES BY SHOWING EXACT AU 1.� I I TEE. PVC THREAD 36"t MEASUREMENTS FROM PERMANENT FEATURES (BUILDINGS, EDGE O SUP ELL. OF PAVEMENT, POWER POLES, FIRE HYDRANTS, ETC.). INCLUDE r^ V' LP J DEPTH OF COVER ON MAINLINE AND SLEEVES. J 'r/� {� Z NIPPLE AS REQUIRED. 21. NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT S H RUB S P R A Y KBI FIXED RISER BUBBLER 0 N F L E X H 0 S E R IS E R THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. IRRIGATION CONTRACTOR TO PROVIDE SUBMITTALS TO THE TN i O J U 7 $ 3" = 12" 328403.23-01 3" = 12" 328403.53-01 OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. / 1 V 22. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHER WISE 2 N DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER LL �: MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE. Z 23. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. N Z N U Comm. N. 12010.00 Dale: 01 / 16/ 14 D.- CJC ro nE ear a wr a+onuoa. me PUM9 N!D �EWII. WLIPLY MIX IMF MXMUY WWI. Nta. c 2014 HARVARD JOLLY. INC. IR2.0 IF Tf 12 G CODE 2MEDTIC,ri OF FLORIDA BLOG CODE NSFE�1IUNRMUUIkkMENTS NO NUIUASSIFFEDAS-FIRESHOWBI.LLUING VVI DLOADINICIRITIERVI, BE frN FOR THE MAXIMUNI FORCES, LINCILIDING 11PLIFT), RECTIFIED FIFTHS 2010 EOMBN OF THE FLORIDA BUILDING CODE DESIGN WIND LOAD ING IN ACCORDANCE WITH ARCE 7-1 0 1 8 -EWINDSPEEI)m IWMINH 2 R ITT DING OCCUPANCY RL%K rATrGORY - I 3 I,XPO GJRE SIT RHACE ROUGHNESS CAJ E GORY) = D 4 RVIL DING FNC: OSURF CATFGORY - TIM OSED) GCO, - -4 0 I 8, I DESIGN L OADS DEADLOADS ROO, STRUCTURE 25 FSIF LIVE � GAGS ROL' MN - 2D PSF ROOF UPLIFT BASED UPON ASCE 7 10 REFER -10 NET UPLIFT DIAGRAM 3 . STRUC-URE IS DESIGN ED AS (NON-5ELF SUPPORTING) STEEL FRAY, THE GENERAL CONTRACTOR ANDIOR SUBCONTRACTOR SMALL PROVIDE ALL BRACING AS REQUIRED TO MAINTAIN S-RUCTURAL STABILITY OF ALL ; ELEMENT S ING-UDING, SUI NOT ILMLTED 70 STILE FFI WALLS, BEAMS C)UN%Si=-MEASAL1GTEF FR.NVETOWAL. C.OST&CTESISANDMEIAL LL DIAPHRAGM CONNECTIONSARE i-OMPLETED THECONT CTOR SMALL CAREFU ILLY STUDY AND COMPARE THE CONTRACT DOCUMENTS THEY SMALL BE RESPONSIBLE FOR I RE FIELD COORD TRAT ION Or AN CA ECIURAL STRUCTURAL CN�L,MECHAN�;ALANDEL�Cil�EA,TRAVES iNf.i_UFRN DFTAj ANDDIMENSIONS ANY DISCREPANCIES BETWEEN DRAWINGS, DETMI-S,L)IMENSIONS ETC, S)HALLOEBROUGHT TOTHEATIENTIONOF THE ARC ITECT IMMEDIATELY UPON DISCOVERY AND PRIOR TO COMMENCING EGNPI-PLICTCH OF THE AFFECTED AREA DO NOT SCALF ORAWNGS FOR DIU171ISTONS NOTFROVIDED REFER TO THE ARCHITECTURAL DRAWINGS FOR DRIENSIONS 'NOT MOV�DEOP.t4T�fFSTRIJCTt)R�OR.kNING� THEN ORMATION rONTATMEDiN 7Hr STRUCTURAL DIRAWINGSIS INFSELF :NCOMP: STE AND SHALL MUSED IN CON �UNCTON WITH ALL CONTRACT DOCUMENTS NCI.LIM 6 THE WRITTEN SPECIFICATION, ISSUED IN CONXNTI WB`H THE DRAWINGS ANU ALL REFERENUED CONST RUCTIUN MATERIALS INSTITUTE OR ASSOCTATJO4 SPECIFICATIONS, STANDARD PRACTICES. CODES ETC. SPIECffTCA7 WINTS INDICATED IN THE S� RUCTURAL CONTRACT DOCUMENTS ARE To BE CONS bEkM MINIMUM ACCEPTAHL F CAITERIA AND MAY BE PUPFRSEDED By MORE STRINGENT OR IERIA RECUREU ASA PART OF ', HE ARCHPFC [URAL CONTRACT DOCUMIENTS SE - TOMS AND DIFTAiLS ON THE DRAWINGS ARE IN'TENDED TO BE TYPICAL AMC) SMALL AP LYATAIL.;lt4�)�tO�TiONS,tJ�41F."OTHEFtSECTION,�R4nP"AIISARF SPMC�HCAI YFUIFINENCED WH RE N-,HhOPIN* OFTHECONIRACiOR A NFORMATON UNCLEAR B NIORM TON S MET PROVIDED C T ERE IS A C,ONF: - IC76ETWEENT E ORAWINGSANO THE SPEC: ICATION D THERE SACONFLACTW "RITTLEnRA"FiGs E THE LISACONF:tCTWffHWfHESPEUFtCATIO?4S THE HIGHER QUAtITYAND-0 GREATER OUAlITCYOF THE coNr� ICT040 OPTIONS SHA-1 L ' IMMEDIATELY AFTER THE DISCOVERY Ot8icr` SITUATIONS THE "VERN ' CONTRACTOR SHALL CONTEACTIME ARCH RECT�EFIGINEER FOR GUIDANCE. THE MONTLE -Til,NGIFFEER SANG SMALL REMAIN THEfINALAUTHORITY FOR TNTERPRETATKFI OF -FIE DOCUMENTS IN SCrUAC'TONS OF CONFLICT REFERTO -HE ARCHITECTURAL DRAWINGS FOR FTWSHED F; BOB ELEVATIONS, SLOPES AND LOCAT OR OF DEMESSEDAREAS COMPARE Wall STRJ�TUAAI, PLANSAND �IAILSMD REPORT ANYDISCREPANCIEZ TO THEARCit PROR TO �ABRICAO ION OR �NSTALLATION OF STRUCTURAL WORK AL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCEWITH THE 2EICIEDMON or THE FLORIDA BU# END CODE AND Tor WRITTEN SPECIFICATION BOOKLET ISSurn WITH THE DRAWINGS THE SAFE Y OF THE WGR�RSANU THE CONSIRUCTION SHE IS !HE SOLE R SPONSZtLiTYOFTME CONTRACTOR NEITHER THEARCHITECTFLOR THE STRUCIU04LENGINEERZHALLMH UOUAIH I FOR ACCIDENTS DURING CO STRUCTION OF THE PROJECT THIESED CUMENTSDO NOT INCLUDE PROVISI N S TQSAT�TSFYSATEiYREGUIREMENIS THE CONTRAC TOR IS SOLELY RESPO IRSIBI.E IF 1) R VISIT � M E SURING CONFORMANCE WITH ALL 05HASTANDARDS .OBSTE , By THE E I'UNEER 141ALI NOT CONSTITUTE APPRCVAL,AWAP1NFSS OR I MILITY F OR ANY HAZARDOUS CONDINONS ITISTHESO�rRCSPO 181�i'yCrT)IF,CONTqACTORTOc-rTERMINEEREC',TICN M CEL)OREMFANS�.4ETH�USA14I)SEQUEtiCEOFCON5-R�JCTION FISTHE SOLE RESPONSIBit OF70ECGNTRAC,TORTOFt4SURE�U,%TR(�C�R�STAf',Elft YC' THE BUILDING AMU U'S COMPONENT PAR IS OUR ING ALL PHASES OF CONST RUM !ON THIS INCLUDES, BUTZ NOT LIVBTEDTO THE ADDITION Of MY NECESSARY I E ORARYBRAJ.'ING GUYING SHORING. TIE DOWNS ErI THAT MAYBEREGUIREV TO RESIST FORCES APPLIED DURING CONSTRUCTION INCLUDINGWND, C TH CONTRACTOR SHALL EXERC SE SUCH MEASURES AS ARE REQU RED TO PRO TErt ACTUOTNiNGPROPTATY STRTiCTurfs rACILTT1ESA1IDUT4; TIESPROM DAMAGE DURING CONSTRUCTION i IN GENERAL CONTRACTOR SHALL ��TLO VERIFY k DMENSIONSPRIOR-0 BE HNNINGCONSTRUCTICIN THE CONTRACTOR 'H�LL COORDIFINFEA11 DIMENSIONS MDEL�ATIO�4SWTII�EAR�hffEr�R�,LDRAINN��, 2 IKE CONTRACTOR SHA-L BE RESPONSIBLE FOR THE PROPER VI,StGN AND CONST UCTION OF Al, NECESSARY FORMINCIRK SHORING RF�HOR 0 AND ON ERPTNTNIN6 WHICH 15 REOUIREU TO SAFELY CORSI RUGI THE STRUCTURE ,HE CON MACTOR;5 RI-SPONSiBLE FOR ANY DAMAGE CAIISUO MY 7HETNS7ALLA7TON nF AN TEMPORARY SHURING ANUOR UNDERPINNING, THE DESIGN OF AN REQUIRED TORMWORK SHORING RFSHGRRJG,VN0FRPiHN;NG Err. P"kil REPROVOFTFTYA PROF SSIONAL ENGINEER CURRENT REGSTIERED IN THE STATE OF FLORIDA ,WH,SE-RANit�GANE,PP,ACTtCEFKPrRprNcEtS$TRIICT ' ENGINEERNOT 'U'A DESUCNCALUU ATIONSAFIVEREUMNDRAWING(WHICHSH L ' HIS SEAL A' BEAR SONATUR AND THE DATE, SHALL BE SUBMITTED TO THE ARCHITECT AND RESMONSIBLEMP: INGAUTHOPPY. 3 TRECON RACTOR HAS THE FU: I RESPONSIBILITY FOR PROVI�NG MY AND AL: BR CiNGNECESSMY-�OVAN-�AiNSTAB;I.TYA14DSTRUCTURA� MTEGRITYOFIAIALLS DURINGCONSTRUCTIO4 RETAINING WALLS UP ANY) SHALL BE BRACED PRIOR TO AND DURING AT.- COMPACTING AND BACKMLING OPERATIONS � IlOtAODIFICATIO.OFAN'Y�RUMUR.LLIEPAMRSH�LSEPERt.19TEOINIIHOUTFIRST 0 TAINNO NOTIFICATION IN WRITING FROM. THE STRUCTURAL ENGINEER THAT SUCH - MODIFICATION TS PF RMISSIBil TINS INCI.UDES ANY NIODIFECATPONW810f MAY ADVERSELY AFFECT THE STRENGTH OF THE MEMBER — - vokkiewasummoaI — � DRAWINGS ARE AN AID FOR F IELD PLACEMENT AND ARE SO PERSEDED By TH E � IETURA: DRAW S IT SHALL BE THE RESPONSIBTLITY OF THE CONTRACTOR 70 MAKE AIR TM�_'ALL C' STRUTC ION IS 94 FULL AGREEMENT WITH THE LATE I STRUCTURAL ON NINGS REVIEW OF SHO FABRICATION ME ERECTION DRAVITNEIS HYTHE ARCHITECT AND " rCTURA; - SNOW EER' FCR COORDINAT ON OF REVISIONS INTERPRETATION REQUES75 FOR VERIFICAT Or THE fA8R1CATOR-S UNDERSTANDIRG OF MAJOR DESIGN JTREMENT S ITTITHE RESPONSIBILITY Of THE CONTRAMD TOAPPROVEFORSAMEAS �E AND IN ADDITI N, TO REVIEW FOR DETAILDESPON REQUIREMENTS AND DIMENSIONS EVIE�iWTLL N GTO VER DiMENSONS OR DETAIL DESIGN REQUIREMENTS. SUCH AS 0 �THTS OUMTLTIE� ETC THIS REVIEW NEITHER GUARANTEES THAT THE SHOP DRAWINGS CORMEG_ NOR INFERS THAT THE SHOP DRAWINGS SUPERSEDE THE STRUCTURAL NINGS A`E REVIEW WLI NOT CGMMIENCE UNTIL ALL OF THE FOLLOWING REQUIREMENTS SATISFIED' PAPER SO SMELT AL S, SUBMIT-ALS SHALL INCLU DIE ONE SET OF REPRODUCIBLES 8 TIN SETS OF PRINTS For REIIIEW AND FILE IN AF OFFICE THE REPRO DUCIGL FSVVII L SEVARKEDTO NOTCATE AMYNOTED DISCREPAN CUES MILFOR 5RRCRS THE FIFF'ROETUGMILESWI I THEN BE RETURNED TO THE CO NTRACTOR FOR PRINT ING or DSTRNUIION SE15FUR THE OWNER. CUNT RAGTOR, SUB-CONTRACI ORS ETC FIFCTqo CS118mrETALS ELECTRONTCSUMMITTAISSYLATI INCIMEOPIF COMPLET SET Of MINIS FOR PHYSICAL RIEVI WAF4D FILE IN ENGINEER'S OFFICE IT ISNOTTFIFRESPOSIS,04-TTYOFTHEIN TITI EARETHrrOSTIOU'PRINTOIG CO tES OF 'SHOP DRAWINGS FOR PHYSICAL RE ' Z* ELECTRON: SLRUAflTAiSW1L_ 8 RED4lt4rDE;E�R�IN$CA"'eA�,R�,�NCC-MMEt4T,S AN D Wi � BE RE" `UIF D ELECTRON CALLY TO THECOMIRACTOR FOR ENSTRIBLITION ,TO 11FECIVAI CONTRACTOR. SUB-COM-PACTORS, ETC NOTE SUBM TALS MADE IN ANY FORM. OT ERTMAN THAT REQUESTED A BOV E WILL 5 REJECTED AND WILL BE RETURNED TO CONTRACTOR WITHOUT ANY RE EW A COMPLIANT SUBMITTAL WILL BE REQUESTED M40 NO FURTHER .�(;I]Gtl�LLBEIAKEtiUM11LAPRC,PERSUBMiTTALISRECE�VED NOTE MY UELA S CAUSED bY IMPROFER 61)51URIT,AL�3 W�LL HE THE SOLE RESPONSIBLITY OF THE CONT-RAC70R SHOP DRAININ B ,1 SHALL NOT BE PREPARED UTILIZING REPRODUCTIONS OF THE CONTRACT DOCUPAEN75 SUCH SLITUMUTAI-S Wlit BE RETURNED WITHOUT MY N�VIEWANG WILL REQUIRE NtEbUBWTVA�. SO P 1 ELI DRAWINGS MUST BE COMPL H,,NQTPROGFE$SMlTI SUBMITTED DRAWINGS MUST HAVE BEEN CHECKED,APPROVED DATED Alit) INITIALED BY BOTH IHEOETAILERANUI�EPIE ,�,3N�NRL$PON�B�C�HOLOE"��REVIE'iVjkND APPROVAL OF THE SHOP DRAAI THE FA13RICATORS OFFICE 'i THE CONTRACTOR SHALL HAVE REVIEWED AND APPROVED I HE SHUPORAWINGS PRIOR TO SUBMITTING FOR A,`EREVJEWI THE PROJECT MANAGER SHALL INDICATE Ir;THEROYC,OVERtUTTFRORDY�ITTER�ATEMEtiT,INF�liaJEFTOF Ftk�Pf4GSStJBW�TTEDIF�lLLOWINGNCITE 'TRES SHOP DRAWINGS AND ALL WORK TO BE PERFORMED MEET OR EXCEED THE REOUREMEFITSOF THE CONTRACT DOCLI41ENTS IN ALL RESPECTS' THIS STATEMENT SMALL BE SIGNED AND DATED BY THE PROJECT MANAGER 6 SUBLIFTIALS SHALL PROVIDE FOR AT LEAST FOURTEEN (14� WORKING DAYS 114 THE PH 'INEERSOFFTICE FOR REVIEW fOURTErNOAY CLOCKYVILL NOT START UNTIL " RECEIPT(HPIROPERSLAIMMAL PHASED SUBMITTALSAND SMALLER PACXAGESARL P;Q�<EFAStLYANDrjkl(',KLYR�URNFD � N�,E-,H�.T�Er,O�JTRAr,TOR'S(OR�kJB.CON-,RAir,TOR'S�FA�IIIRF-,OS'-JBMTT.WOP ' DRAWINGS IN A INIELYMANNER tPRUVIUNG FOR THE REQUIRED REVEWTIME IN THE ENCINEFFIS OFFICE tWILL HOT COUSTITUTE AN EMERGENCY AND M IMMEDIATE REVIEW BY THE ENG;NEFR[ THE CONTRACTOR ANDSUB-CONTRACIORSSMALL ASSUME FULL RESPONSIBI flY ON ELIEVED BY REVIEW OF SHOP DRAWINGSAND DOCUMENTS OR 01MENS1ONS COORDINATION W�OTHER TRADES, FABRICATION PROCESSES CONSTRUCTION TECH OQUES SAFETY CONOETOKS, AND FIILF;t LING DETAI. II tIREMENTq OFTHFIR CONTRACT GENERAL $11HREAD F0071NOT FOUNDATION MOTO I MAX MUM DESIGN FOOTINGISOIL CONTACT P14ESSURE - 25W PSF PURSUANT TO GEOTCCHIFL(VIL TMVES- ' TIGATION AND REPORT NO ET11LOIS, DATED cia 13 AS PREPARED BY AFEhMA ENGWEERVIG INC, OFTAMPA, FLORIDA THECEOTECHNICA! REPORT CONTAINS SOk eORNGLOGS FOUNDATIONDI'SIGN I RECOtAktENDATIQN$ANI)SPECtF�CREC)UIREVS�IEPREPARAI�IJNANC)�ilTEWORK INSTA UCTIONS THEGENERA, CONTRACTORS4XI REUERTOTIIEREPCRTFORS CT SiTEWORKiNSTRUCTIONS D PROCEDURES WHICH ARE REQUIRED ASA PART OF THE FOUNDATION CONSTRUCTION 2 Al 1 FILL MATERIAL SHALL BE PLACEDAND COMPACTED IN STRICT C NFORMANCE WITH TWf GEQ1ECNXICAi REPORT PREPARED FOR THE PROJECT N NO INSTANCE SHAT L Fl� � MATERIAL BE PLACED AND COMPACTED *4 ININVIDUAL LTIFT DEPTHS EXCEEDING 12 THCHLS UNL ESS SPECIFICAl IY DIRECTED TO 00 SO IN WRITING ELYTHE PRO.UFCr GEOTECHNICAJ. ENGINEER IN NO INSTANCE SHALL FTLTL MATERIAL AND NATURAL SUBS RACE MATES AL RI M CH I'DIT" DATIONS ANEME. SLABS ON GRADE ARE To 9F,9LIPPOSTED� RE � COMPACTED TO A CRITERIA LES� THAI 9� OF MODIFIED PROCTOR MAXIMUM DRY DFNSFIYUN:E �SPFCIFICA�iYDRECTEOTODO&')INW�,]TiNGBYT�FPP,OJECT GEL_FE�Nj _ CAL ENGINEER 3 A 1 - POURED IN PT ACE CONCRETE SMALL HAVE THE FOLLOWNIG MINIMUNI26 DAY UL7 IMAIE C PRESSIVE STRENGTH A FOUNDATIONS li:-�(,OTPSI I 8 COLUMNS AND (OrG PEDESTALS - 1Y = 400), PP, I C BEAM' - I'D - 4000 PSI 4 1 HE DINNER SHALL RETAIN AN, OIDEPENDEN I I E ST ING LABI I 0 PERFORTA I HE FOL OWING I ESTS A ONE DENSITY TEST FOR EACH, 1500 SQUARE FEET OF COMPACTED SUBGRADE OR C MPACTED FILL: 8 UNIECENS17YTESIATEACHCOz MNFOOTIRG. C OREDSNSTY TEST FOR �GH,4FEET OF WALL F00194G 0 SEE CAST W PLACE CONCRETE NOTES FOR CONCRETE TESTING REQUIREMENTS 0 ME COPY Of ALL TEST REPORT RESULTS SHALL BE SENT DIRECTLY TO THE ARCHITEC7, STRUCTURAL ENGINEER GEOTECHNICAL ENGINEER AND GENERAL CONTRACTOR I ,5 ALL REINFORCING BAR SHALL BE GRADE fy = TiTt KSt AND SHALL MEET ASTM SPECIFICATION AH1 5 St', 0 III FOUNDATION REBAR LAPS SHALL BE AS SCHEDULED Ott THE DRAWINGS FOR THE SPECIFIC STRVCTURA:L ELEMENT AMID STRENGTH OF CONCRETE TO BE POURED 7 PROVIDE CORNER CARS TO MATCH SUE AND COUNT OFFOUNDATTGN LONGITUDINAL BARS. 8 BUILDING DESIGN PURSUANT TO THE 2010 EDITION OF THE FLORIDA BUILDING CODE � q THE CONTRACTOR SHALL FELD VER FIT A: � DWENTSIONS PRIOR TO BEGINNING FONFICATION CONSTRUTIT!1IN 10 UNLESS SPECIFiCALI,y DETAtLEDOTHERINISE FOUNDATID S SHALL BE tOCATEDAT THE CENTER Of WALLS AND�OR COLUMNS WHICH THEY SUPPORT IOLEPANCEFORTHE ACCEPTAOtLffyOF�L�,EtAENTOFFOt�14DA7[R?4-, ANCHOR fio-TS,CCH UMN DOWELS WALLDOWtLS, ETC.SHALLSEGOVFANEDVY 1HEAPPROPRIATEAUSC AC[ANUCR � BUILDING CODES PROVISIONS I I WHEN LAYING Our UNtFDRAA.LY SPACED REINFORCING DOWELS, FIRST LO TEOOWE:S S CIFEO AT WINDOW QPENtNOS, DOOR OPEN INGS ENDS OF WALLS, COLUMNS, PILASTERS ETC THEN TECATE THE DOWFt S IN BETWEEN A -THE SPIFfIFFEDMAXIMUM UNIFORM SFACING 12 1 HE FUUTI ION CONTRACTOR SFALLEXERCSI, SUCH MEASURES ASARE REUUIRED 10 P ROTECTALL ADJOINING BUILDINGS, STRUCTURES, FOUNDATIONS, FACILMESAND U III TTTES FROM SUSTARiMS DAMAGE WHICH COULDRESUI TFRnM WORK nomE, UNDER THIS CONTRACT 13 1 E CONTRACTOR SHA: L PROVIDE SUCH FOUNDAION STEPS AS ARE NECESSARY TO PERMIT ALL BELOW G"DE PIPING TO PASS THROUGH THE BOTTOM OF THE SLAB ON GPLADEANDTHETOPOF7HE�OUr4UATIOtj PilLFERAtr_Y,THEfIESHOLILLBEAMI'.44MUM OF FOUR INCHES OF SOTL BETWEEN THE PIPE AND BOTH THE BOTTOM OF THE SLAB ABOVE "F)7HETOIIGFTtiEFOIJNDAT',IINRFIO�V SFErYPICAIs7FPPEDrOOTTNGDE`AJ1 INDIVIDUAL COLUMN FOUNDATIONS SHOUL D BE LOWERED TO ACCOMMODATE PLUMBING, THE CONTRACTOR SHA ' L REViEW SUCH SITUATIONS WITH III STRUCTURAI ENGINEER ARET COORDINATE WR H SO M AND MATEPUA-SUPPLIERS 14 1) RING THE CORSTRUMON PHASES OF EXCAVATION. BACKFI,LiNr AND FOUNDATION CONS'RUCTICI TESTING LAS RATORYSHA�LBERETNNEE)BYTHEOOMERTO PROVIDE CONSTRUCTIONREVIEWTO INSURE COMPLIANCEWITH THE CONSTRUCTION DOCU M FRTS THE ARCHITECT SHALL BE IMMEDIATELY MOTIF IED OF My OBSERVED CONDITIONS 'WHICH ARE AT VARIANCE WITH THE FIELD CONDITIONS INDICATED "THIN THE PRO JECTGEorECHNICAL REPORT 15 UNLESSIFE OWNER SPECFICA.LY PROHIBITS THE USE OF EARTH FORMS THE VERTICAL FACES OF FOUNDATr-NS MAY BE EARTH FORMED if THE EXCAVATION CAN BE KEPT VERTTCA� CLEAN AND STABLE ANDflF OVERAL: FOOTING WIDTH IS INCREASED BY 2 NCHIES ON EACH SIDE I1I1rHESTO11L', OTHERWISE VERTICAL SIDE FORU*ORKMHST BE MI.,to,:G 16 THE CONTRACTOR 15 CAUTIONED THAT EXCAVATIONS ADJACITNT TO OR UNDER EXISTING - EVILYGONSTRUCTEDFOUNDAHICII NOTETSHERMITEDANDfl,ATTRECOS) OFREPAIRINIGANYnAMAG AN WORT NCTTLfNF.NT RESTILTIN G F R Ohl SUCH EXCAVAITONII WILL MHSIHER RESPONSIBILITY CAST IN PLACE CONC4I NOMS I �51 IN PLACE CONT�RETEVVCUI $NCLUDESREtNFORCI,�GSIEIzLMDRE!-MhL)W�RK SHO I CLILGING FORMWOAX, SIETING ANCHOR BOLTS, PLATES, FRAMES. DOWELS FOR M ONRI OR OTHER ITEMS EMBEDDED IN CONCRETE I ALLCONCRET WORK SHALLCONFORMTO THE REQUIREMENTS OF THE FOLLOWING CODES AND 6 'ANDARDS (LATEST EDITION$) A All 117'STAV,DARD TOLERANCES FOR CONCRETE CON67RUCTFON AND MATERIALS' Ar ,' G B _I 212 IS 'USE OF RI OR IT PROCESSED NATURAL POZZOLANS, IN CONCRETE' � Act 232 2A 'USE OF F-* YASH IN CONCRETE' OR AC 233R GROUND GRAINULATED BLAST FURNACE SLAG'CEMEN7 IN CONCRETE AND MORTAR ^ I AC 301 �SPEC;FICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' 0 AC: 3W 'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION I E Act 3134 'RECOMMENDED PRACTICE FOR MEASURING, MIXING TRAr4SPOR ING I AND PLACING CONCRETE' F ACr r04 2R PLACING CONCRETE BY P tMPING METHODS G AC RZ-, 3 �RE GUMENCIED PRACTICE FOR HOT WEATHER CONCRETING' H AC: .R'RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING' I ACI306 rANUARD PRACTICE FOR CURING CONCRETE' J Art 301R GUIDE FOR CONSOLOAMN OF GOTICRETE' X ACT 3r, .RECOMMENDED PRAM3CE FORC MCRETEINSPIECTION* L Act 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' M. ALL 3 is 'B It. DIN G CODE RE Oil iR EMENT8 FOR STRU CTURAL CONCRETE� I`r AC1347*RECOMMEN ED PRACTICE FOR CONCRETE FORMYVORK' Ar 0 ,I MANUAL OF CONCRETE PRACTICE -PARTS I THRU $IAS APPROPRIATE TO TYPE , OF CONSTRUCTION� I 1 3 CONCRETE S14ALL RENORMALWFEGHT I N 0 1ANDSMALLBE BATCHED, MIXECAND TRANSPORTED IN ACCORDANCE WITH ASTM C94 'HE SPECIFICATIONS FOR READY MIX CONCRETE ,NOTE THE CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME CONCRETE MIX DESIGN SI ALL BE PROPORTIONED IN ACCORDANCE WrFR ACE 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESINE � BE, 'REGATION AMD WITH ACCEPTABLE PITH HING PROPERTIES DWRABILITY. � SURFACEHARDEMERS APPEARANCE, AND STRENGTH REOUIREDOYTHESE SPECIFICATIONS LIATERPA�SUSFD 94 THEILONCRETEMIX A PORTLAMOCEMENT ASTMLISC TYPE I ORTYPET B AGGREGATES NORMAL Vj'CHTOONCRETE COARSE ANDFINE ASTM C11 WAXIMUM AGGREGAOTE SIZE FOUNDATICINS - AS? ALL OTHER �QFJCREtff STRUCTURAL ELEMENTS -07 C AR EST AINNG AGENT SHALL MEET AST C-260 0 'WATER REDUCING ASTM C494r TYPE A � E WATER FRESH, CLEAN AND POTABLE. F NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAiII CHLORIDES WILL BE PERM ITT D G CALCUM CHLORIDE SMALL NOT BE USED IN THE WX NOTE ADDING OFWATER TO MTKIN FELD THE READYMfX DRIVER SHALL HAVE IN HIS POSSESSION ATTIME Of I DELJVFRY WRITTENASTRUCMONSI'ROM THE READYMIX SUPPLIER DETAILHIG THE MAXIMUM AMOUNT OF WATER WHICH SAN BEADDEUTO TH MIX BY THE DRIVER IN THE FIELD �G-LOMS PER YARD) OTHERWISE WATER.5HALL NOT BE ADDED 10 THE MIXAFTERI EAVING THE BATCH PLANT H FLYASH AS114 C619 CLASS F 204 MAXIMUM BY WMHTI 00 NOT USE FOR EXPOSED SLABS FOR ARCRIT ECTURAL CONCRETE I 5 PER PLASTICIZER A&TM C-94 TYPE F OR G, WHERE AUTHORIZED BY THE ENGINEER SLAG CEMENT IN COINCRETE ASIM CINS, 20% BY WEIGHT � 'I CON ETE SHALL HAVE -HE MINIMUM ULTIMATE COMPRESSIVE STRENGTHt, AT 28 DAYS, IT N 0) FOR THE STRUCTURAL ELEMENT INDICATED BELOW FOUNDATION TOM PSI S4t AS GN GRADE 3003 PSI CO UMINS 41100 I -A 7tr BEAMS . PSI MAMS �030 PSI CONCRETE MIX DESIGN SUBMITTAL DATA RFQHTRED A INTENDED USAGE AND LOCAI ION FOR EACH MiX TYPE : 8 MIX DESIGN FOR EACH TYPE C. CEMENT CONTENT IN POUNDS -PER -CUING YARD D COURSE AND ENE AGGREGATE IN POUNDS,GGBIC YARD f WATER CEMENT RATIO BY WEIGHT (NOT TO EXCEED o HIT EVERYWHERE EXCEPT&AS ONGRADFII F CEMENT TYPE Of NIMUPACTURE I G s owr RANGE H A ,1XINTEN1 t ADMIXTURE TYPE ANCI MANUFACTURER � 3 'ERCENT ADMIXTURE WHOM I K H TORICAL PERFORMANCESTRENSTHI TEST D�ATAREQUIAEDTTTESTASLSH .1XIDIESIGN 5 THE OWNER SHALL RETAIN rHESERVICESOF A OUALWIED ACCREDITED TESTING LABORATOR TO PERFORMTHE FOLLOWING TESTING SERVICES A SALIPL,NGPERASTM C�172. NOTE SAIII LING SHALL BE TAKEN FROM THE POINT OF DEATRY Of THE CONCRETE It, OTHER 'AID ROG IF A CONCRETE PUM� IS USE"' � SAMPLES SMALL BETAKEN FROM THE DISCHARGE END OF THE HOSE : S SLUMP PER ASTM. (_I� C COMPRESSIVE STRENGTH PER ASTTe C�31 & C 39 FOR EACH C_49S OF CONCRETE POURED. PRDV93E TWO SETS OF TWO CYLIN13ERS FOR EACH !(- CU Ir YARDS OF CONCRETE OR FRACTION THEREOF OREAXONECnINDEr 1: ATE') LAYS TWO AT BIBT DAYS AND HOLD THE REMAINING IN RESERVE IN CASE � A 5e DAY TEST IS REOU ED A TEST RESULT IS CONS DEkED TO BE THE AVrOAGE OF THE TWO CYLINDER BREAKS COMPRISING A SET DINEGOPYOF I ALL TEST RESULTS SHALL BE SENT DIRECTLY TO THE OWNER ARCHITECT STRUCTURALLENGN ERAND GENERAL CONTRACTOR IMMEDIA ELYUPON GET RMINATON OF RESULTS FREOUE�OYOF-ES:-�4GSH�LN07BE,�ESS THAN ONCE A DAY WHEN CONCRETE IS POURED OR LESS - ANONrEFOP EACH 5DW SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS 8 REINFORCEMENT USED IN CONCRETE STRUCTURAL ELEMENTS A DEFOR MED BARS ALL WILD REINFORCING BAR USED IN CONCRETE SHALL BE GRADE 110 KS1 BE FOPMED BAR CONFORM 1.40 TO ASTM SPECIFICATION A 6 1 5 (51) � I, SLID 0 TH 00 WEL-S ASTM AB 1 5. PLAIN BARS MIN WU M 'ME: - 0 STRENGTH OF 00 C ZIL EDVARETABRIC CONFORM TO ASTKI A-185 AND SUPPLIED IN FLAT SHEE-SCRATH FITHAFT)UROILS1 FABRIC SHALL BE PLACED ON CON_,rFNLOUS (40 4 REBAR CHAIRS SPACED AT 3 FT 0 C, TO MANTAIN, THE PROPER LOCAT NWRHINTHECONCRETE D ACCESSOR ES 70 CONFORM TO ACT 315, : E MERE CONCRETE SURFACES ARE EXPOSED, TAME THOSE PORTIONS OF ALL I ACCESSORIES In CONTACTWEIm THE CONTLETI SURFACE OR MINIM % I : INCHES"THEREOF,01'PLASTIC F ALL REjNFORCiNG DETAILS SMALL CONFORM TO AC 315 LATEST EDITION 1,MNUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTUR ES^ W N 0 i G GO MIT COMPLETE OETAV ANDPLACNG SHOPORAWINGS FOR Al_� REINFORCING NOTE THE GEN RAL CONTRACTOR SHALL BE IVER TO THE CONSTRUCT;O� SET,ASANOWHE DiRECTEDTODOSOBYTHEARCHrFECTOR STRUCTURAL ENGINEER AS MUCH ASAN ADOMONAL ONE HALF TON OFSTOCKLENG NO. 5 REBAR AND PROVIDE SUCH LABOR AND I GROUT AS IS NECESSARY TO INSTALL THE REBAR AS ORECTFIO BY -HE: MCH.fkC'rDR�-1ESIRUCTURA_ENG.EER -1 UNUSED MATERIAL A D LAB � RStII: BE CREDITEDTO THE OWNER A,TTME CON-,RACT N n UNIT PRICE 7 00 'CRETE COVER OVER REINT-ORCING III CONCRETE STRUCTURX FLF41FNTS SHALI BE AS FLIT LOWS A FOUNDATIONS 3' � a COLUMNS ; lll'�Z'FORN 6ATIVLARIEN BARS, i C BEAMS ,,Z-FORNO HAND LARGER MFG, i D WI I 147'R - FORM) 8AN13LMSFA BARS) I E SLABS . L.N-ERER) I 1,2'(EXT�EWGRI H07E EXPOSED HORIZONTAL SURFACES OF STRUCTURAL SLABS SHALLBECOAfEV WITH A MGM QUALITY COMMERCIAL GRADE WATER PROOFING AND SEALING AGE N7 6 [A SPLICE LENGTHS SHAti SE AS SCHFOULED FOR THE STRENGTH OF CONCRETE � A?,U$PECflGt�IkUCTU�LELFtMHTINtJUEST�Or4 9 PROVIDEPP. PERLY TEDSPACERS, CHAIRS. HOLSTERS EIC,A.SAREREQUEREDAND NECESSARY TO ASSEMBLE. PLACE AND SUPPORT ALL REINFORCING �N THE PROPER RED IRED � OCATION WITHIN THE FGRMWYHRN (AND MA�TAIN REI FORCWGINIFF PROPER POSITION DURING CONCRETE PLACEMENTOPERATIONS AMD UNDER THE APP: CATION Of CONSTRUCTION LOADS AND, PERATIGNS� W�EREWTRETYPF SUPPORTSARE USED COMPLYING WITH CPSI RECOMM64DATIONS PLASM TP LEGSSHAIL RE USED WHEN CONCRETE IS TO BE EXPOSED TO EXTERIOR CONDITIONS 10 IFTEGETERALC FITRACTURSHALL BERESPONStBLE FOR 'HE PRIFTR DESIGN ANN CO. STRUCTONOFAII NECESSARY FORMWORK SHORING AND FIFSHORING N ACCORDANCE WITH ACT 347 THE DESIGN SHALL BE MEPARED EY A DELEGA-LIJ SPEOIA: ­_ Y,,TROCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF NTENDFPC NSTRUCT,DN OF Tfir PROJECT WHERE * IFE SATISFY ISSUES ARE CM IT ICAL AN D ER ECT ION UFLAWNG SHALL BE AN HIS if�N_ Ali 1) S I NATO RE AND THE DATE r FCTKIN DRAWINGSSHA1 I BE SUBMiTTEDTO THE RESPONSIBLE OUIMCO. AUIH ORITY I 140�E �AIITHI,IAYBEU�OASVER]fCALF,URFAE;EFCR%18FOI?'CIOT't4GSPRO'lu�o � T14AT THE FOOTING OVERALL WIDTH IS INCREASED IN SIZE BY FOUR INCHES : 11 POUR BREA N BEAMSANDSiLASTS SHALL OCCURAT MID SPAN BETWEEN SUFPCR7S TENTS OF MINIMUM SHEAFP BY USE OF VERTICAL BULKHEADS COLDjOTHITS .00ATORSMUSTSE LOCA-EDTO PROVIDE THE: EMT IMPACT ON THE STRENGTH OF THE STRUCTURAL MEMBER � I NOTE HORIZONTAL CON57RUCTION JOINTS WILL NOT BE PERMITTED. INANY HORIZON VAL SPAN CONCRETE MEMBER' � 12 PROVIUEMN: UM 14 GAGE GALVANIZED CORRUGATED DOVETAIL ANCHORS AT 16 0 �' 0 CONNECT ADJACENT MASONRY TO CONCRETE STRUCTURAL ELEMENTS .PROVIDE DOVE7AI, ANCHIRFIARDWAREWTH NOT DiPGALVANTZED FINISH (&ETFAA 1 5-1 CLASS 62, el t OZ MEN SO FT I � I 1 � PRD1JtDE NEOPRENE WATER STOPS AT ALL CONSTRUCTION JOIN FS IN CAST IN PLACE I CONCRETE WHERE ONE -SIDE 0 DIRECTLY EXPOSED TO EITHER THE WEATHER ORIN I DRFCTCONTAC.TW1TH SOiLM0 THE OTHER SIDE OCCURS WTHIN ENCLOSED SPACr � 1 14 P OVEDE commEpciAr fORM COATING COMPOUNDS III EASE AGENTSITHATINO I NU I E104D STAN OR ADVERSELY A"EM THE FINISHED CONCRETE SURFACE 15 PLACE CORNIER BARS AT CORNERS AND ENDS OF ALL FLW� ING, WALLS AND BEAMS EAR SIZE ANE COU14T SHA�L UATCHT IS LON G,W OTNAiL REINFORCING IN THE MORE HEAVILY REINFORCED INTERSECTING ELDAE14T (U 14 O : MS le DovIELArrIERSECTINGWAt LS, BEA S ETC WITH DOWELS OF THE SAME SIZE. COUNT AND SPAMNGAS THE LOZITUDINAL REINFORCRiG IN THE MORE HEAVILY RETITFORCED MEMBER FRAMILIG INTO THE JOINT 17 PLACEAWNIMLIM or TWO i2)NO !I8ARS(UNO)AROCNDAL! FOURSOESOF OPENINGS N CONCRETE STRUCTURAL ELEMENTS, aMSSHAL_EXTENDA7rLEASTs8 IN BEYOND THE FACE OFTHE OPENING IS TYPICAL SPACING OF TIES AND STARUPS AS INDICATED OR THE PLANS SHALL EE REMjrfDSY5tVIiFORTH SPACE WTWFIN 11, F FACE OF THE SUPPOR7, AND -- HE FIRST STIRRUP OR TIE (U NO) 14 VERTICAL AND HORIZONTAL REINFORCING IND,CATED ON THE DRAWINGS SHI L TIE � DOWELS 0 CUT OF THE ED" 14DA'DON (OR THE ELEMENT WHERE THE REINFORCING I OTUGIFIA' ES (5: AB BFAM TIE SEA WALL ETC JUTIL0NGM ACi 1TANDARDHnCK LMBEUDLU -10 DEVELOPTNEFU: L ULTIMATE TENSILE STRENGTH OF THEBAN ITT N 0 I 2C. ,iERFICAL WALL RENFORCINGINDICATED 0 THEDRAWINGS S.ALLEXTEND FROM 11,E FOUNDPOI-ION jORPERNOTENO 19ABOVEI TOTMETTEBEAMATT1,ETOPOFTHE WALL PROV DE A STANDARD ALI 90 DFGRFr HOOK (EMSFOCIED TO DEVELOP THE PUT i i ULTIMATE STRENGTH OF THE BAR) OUT OF HE ELEMENT WHERE THE REMIFORCIM I OFCGTNAT I I FSANDINTOTHETOPOFTHFIFIESEAM HOCK SIZE ANDCOUNT SHALL MATCH THE VERTICAL REINFORCING M'SPLJGEL�NGTHS�ALLbEASSCHEOUILL) ON THE PI-AIIS NOTE WHENLAYNGOUTF LINEATION DOWELS FOR 'UNIFORMLY -SPACE[, VERTICAL V,W.,REIIF.�RC'.�tIG,F!ASTLO(',A-�r-,HEDO�STISSPECIFIFOATWINDO%N.M,IR &OTHERMASONRYOPEW GS,ENDSOFWALLS COWMNS,TIECIOLUMNS. PIIASTERS,rTC THEN LOCATE DOV�E; SIR BETWEEN AT THE SPECIFIED FTAXIMUM UNIFORM SPACING 21 1 HE MINIMUM MARINTO OF CONCRETE BEAMS ON SUPPORT SHALL HE 8 (TINTLESS NGTED OR DETAILED OTHERVIRSE1 WHERE BEAM SEARS ON A MASONRY SUPPORTL EXTENT) BEAM A USLANC OVER I HE SUPPORT AT 1 EAST EQUA- I 0 THE LENG I H UP ALL REINFORCED AND GRO UTED CELLS ADJACENT TO THE MASONRY OPENING WHERE THE SCA&I SEARS ON 4REHIFORCITO CONC ET-ESUPFORT EXTENDTHE BEAM ' 'ROSS THE FULL LENGTH OF THE SUPPORT tWILL SEAWiIIG Of BEAM ON -Ur`Pufti� NOTE ALL CONTINUOUS LONGITUDINAL BEAM REINFORCING Sit L FX`FFMD Fit: L LENGTH AC OSS SUPPORT. LENGTH OF BEARING UP SEAM ON SUPPORT SHALL NOT RF LESS THAN DEPTH OF BEAM 2? SEE ARCHITECTURAI MECHAUVCAL AND ELECTRICAL DRAWINGS FOR I OCATIONS OF EMBEDDIEDITEMS, CONDUITS, PIPES, SLEEVES, SLA13 LFPRESSIONS. ANCHORS N�ERTT S ETC. IN AND THRU CONCRETE ELEMENTS, REQUIR I) By OTHER TRADES NO CONDUITS, PReS SLEVIES. P NIFTRATKINS OR INSERTS OF MY TY E W-11 L HE PERMITTED IN SEWS, JOISTS SLABS. COLUMNS R INALLS UNLESSAPPROVED By -HE F.Nr�it4EER,SliOWNONTHCSHOPDRAWINCS ANDCONST UCTFE)TOCOMPiYWITM ,HE RED IREMEUTSOFSECIIOH63GFAC!3LS AFTER APPROVAL BYTAF ENGINEER, THE CONTRACTOR SHALI FUR [SHAND COORDINATE THE INSTALLATION Or LMEIEDUEU ITEMS PRIOR TO PLACING THE CONCRETE 23 GENERALLY, REINFORCING SHALL NOT BE CUT TOACCOMMODATE THE INSTALLATION OF EMBEDS ANCHORS SLEEVES AND OR OTHER ITEMS INHERE SUCH IS ABI OTELY FiErFSSARYNOItFITILLESTRUCTURALE GWF,'EROFTHEINTEt�TlOt4TODDSOA'4tI FOREArHBAROUT,MOV,DEONEALIDETION BAR EACH SIDE OPINE BAR WHICH WAISCIIT SIZE OFADDEIMSSHATi MATCH i?FOF,-,RlGit4AID�A�4DLENCTfS�i4,lt HE SCUM E TO AT LEAST PROVIDE A CLASS'6- TENSION LAP iOR EMBEGMENTILACH &BE OFTHERAR �NTHTCHWAS CUT 24 REMOVETRASH AND DEBRIS FROM FORMWORK,M]DINOROUGHLYWET TERMS MNETTA"ErY PRIOR TO PUk0flNG CONCRETE 25 THE CONC ,RFTIT SHAI I BE PLACED IN ONE CONTIN LIOU S OPERATIDN BETWEEN OULKHEADEDCONSTRUCTIONJOINTS 26 THE CONCRETE SHALL BE POUREDDY PUMP Ott BUCKET AND S�,I. BE CONSCL*ATED IN PLACE USING NIERNAL VIBRATORS 21 THE CONTRACTOR SHALL BEGIN CONCRP BE CURING IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETED CURINGAGENTSHALL BEA 30% SOL TOO i COLD MEMBRANE FORMING CHEMICAL COMPOLINDAND SHALL MLETASTIA C-j)9 THE GENERAL CONTRACTOR IS TO YFRIFYT�TAMY CURING COMPOUNDS 'THAT ARE USED ARE COMPAT�BLE WITH FINISH MATERIALS TO BELNSTALT ED ON THE SURFACE OFTHE CONCRETE NOTE NET 'URiNG 45 AN ACCEPTABLE AND PREFERRED METHOD OF CURING FOR SLABS THIS REQUIRES THAT THE SURFACE Of THE SLAB REMKIN SATURATED FOR AT LEAST 4 DAYS WVTH WET BURLAP OR POLYETHYLENE SHEETS THIS METHOD WILL GREATLY REDUCE VOLUME CHANGE AND SHRINKAGE CRACKS 28 IMMED ELY AFTER REMOVAL OF FORMS, REPAIR ANY HONEYCOMB OR DEFECTIVE. AREAS WITH HIGH STRENGTH CEMFN f GROUT GROUT SHALL BE APPROVEO BY THE F GINEER WHER REINFORCING 15 VISIBLE IN DEFECTIVE AREA C014-ACT THE ENGINEER IMMEDIATELY 29 T S RECOMMENDED THAT CONCRETE TIE BEAM POUR LENGTH NOT TO EXCEED 50 -O' BETWEEN COLD LORIS AND IN NO EVENT EXCEED SCOFT iN LENGTH I SLAB ON GRACE SMAILL BE 4 INCHESTHICK 2 SLUMP w POIN' OF DEOVt,RY) = I 10 5 INCHES -1, MAXIMIUM AGGREGATE SIZE = 1 INCH 4 ENTRAINED AIR CONTENT - 4 F 1% 5 REINFORCEMENT SHAI I BE 8 I, 6 W2T),'A7 DWELOED WRITE MESH CHAIRED 1 112 INCH FROM TOP OF SLAB ON CONTI ULUS HORIZONTAL ROD15 AT A G,O . SPACING NOT M IFXCESSCTF�­O' PUT I iRG UP MESH DCRRIGOA AFTER THE CONCRETE POUR IS NOT ANAUCEFTABLEPRACTIU PROVIDE W,W IN FLAT SHEET S ROLLSOHWNMWIr NOT BE ACCEPTABLE 6, PROVIDE NINWOM, 14 MIL VAPOR BARRIER (INTEND R SLABS 0 NLY) 1. PRO TOE 30 POUND FELT BOND SNEAKER WHERE SLABS "Or VERTICAL SURFACES SUCHASIAUULSANDCOLTLINS a SUPPORT1 G SOL SHALL BE COMPACTED TO 95% OF MOD(FED PROC70R MAXIMUM L44Y DENSITY. PROVIDE VAPOR BARRIER BETWEEN BOTTOM OF CONCRETE *to TOP OF COMPACTED SUBGRADE 9, M0910E EITHER KEYED COLD MINTS OR SAW CUT CONTROLJONTS AT 12 LOTOC� (MAX iN EACH DIRECTION SAW CUT JOINTS SHALL BE V DEEP AND SAWN AS SOON AS THE SLAB WIT L SUPPORT THE WEIGHT OF TH SAMAND OPERATOR AND THE FLADE WILL PAODU�i CLEAN cuTswrrHOIUT DISLOEDOING AGGREGATE OFNJURSMAX� io FILL SAWCUTSWITH E; ' ASTOMERIC SEALANT AFTER REMOVAT OFDUGTWITH COMPRESSED AR. I ,I WE" CURING IS THE PREFERRED MET HOD OF CURING, T41S REQUIRES THAT THE SO FACE Of THE SLAB REMAIN SATURATED FOR AT: EAST 4 DAYS *TIM WET EVJRILAP OR PQ; , YETKYLE ESHEET$. THIS METHOD WILL GREikirl Y REDUCE VOLUME CHANGE ANDSHRINKAGE CRACKS ALTERNATIVELY, APPLY CURINGCOMPOUND To SLAB WITH IN TWO HOURS OF COMPLETTON OF F114 ISHIN G OPERATION $.USE LIQUID UEUGRANF FORMING COMPOUND COMPLYING WITH ASTM C309 TYPE 1, CLASS A FOUGINMANUFAC.TURER'SINSTRIJCTIDNS ACCEPTABLE PRODUCTS INCLUDE A MASTERat.iLDERSWASTERSEAL' 8 OUR 'SPARTAN COTE' C SON SORN-CON-ECH'KURE­NI More C NFIR M THAT CURING COM POUND WILL NOT INTERFERE WITH THE BONDING OF ANY APPLIED FLOOR SURFACES 12 IT IS RECOMMENDED THAT SLABS BE POURED IN CHECKERBOARD PATTERNS OR LONG STRIPS VOTH TRANSVERSE CUTS TO MINIMIZE HYDRATioNtSHINTICKAGE GRACKING� NO L"'. Mww POLYPROPYLENE FIRSR REINFOACED INTERIOR SLABS ONLY, - I SLAB ON GRADE SMALL BE 414CHES THICK 2 SLUMPOT POINT OF DELIVERY) m: TO 5 INCHES 3 MAXIMUM AGGREGATE SIZE = I INCH ,I. ENTRAINED AIR CONTENT = 4 S % 5 PROVIDE MINIMUM 1A MIL VAPOR BARRIER (ALL INTERKIR SLABS) 6 FIBER REINFORCEMENT SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS SPECIF�CAP.: MANUFACTURED FOR USE AS CONCRETE SECONDARY R iNFURCEMENT CO�iTAINiNi��4OREPRorESSMOLEF"tJATERkALS. MBTMr1Il6TYPEflI) MINIMUM VOL ME OF FIBER SHALL BE 1 5 POUNDS PER CUM YARD OF RATGHED CONCRETE TYPICAL F TOER LENGTH SMALL BE 34 IN PROVIDE FIBERS HAVING THE FOLLOWING MINIMUM PHYSICAL CHARACTERISTICS A, SPECIFY 3RAVrM "I a 'EU NG 6 ME BOLTS 0.505 KWUMZ11 C TENSILE STRENGTH 45 TO SO KSr 0 MULTI GRADATION BEST N 7 M OVID E REINFORONG FIBERS SUPPLIED" ONE Of THE FI: LOWING APPROVIED MAN UFACTUREMS A F SERSTRAND 100' EUCLID CHEMICAL COMPANY 8 TIBERMESH NFORCE ES OR STEALTH E3', S! CGMCRETE SYSTEMS c TORTA ECONO NEr, FoATTA CORPORATION D JjVGON SUPER FIBERS�NYCOFI INC. PROIRGE a _ Gir POUREFELTOONDO EAKER WHERE SLABSABUTT VERTICAL SURFACES SUCH AS WALLS AND COLLIMNS 9 SU ORTING SOIL SHALL BE COMPACTED TO 951� Of MODIFIED PROCTOR MAXIMUM DRY DENSITY (UNLESS SPECIFIED OTHERWISE BY TFITEGEOTECHNICAL ENGINEER) PROVIDEVAPOR BARRIER BETWEEN BOTTOM OF CONCRETE AND TOP OF CONIFACTED SUBGRADE IC PROVIDE EITHER COLD JO; TS OR SAW COT CONTROL JOINTS AT IZ�" 0 C ,1FiAX � IN EACH DIRECTION SAWCUT JOINTS SMALL BE I'DIFIEPARDSAWN AS SOON ASTHE SLASWITILLSUPPER THE WEIGHT OF THE SAW AND OPERATOR AND THE BLADE WILL PROWCECUV4CU7SW-f.�OUTD;SLODGINGAGGRE�,TE (44OURSMAX� t-I FILL SAWCUTS WITH ELASTCY.ERIC SEALANT AFTER REMOVAL OF DUST WITH G _OMPRESSED AIR 12 WET CURING fS THE PREFERRED METHOD OF CURING THIS REQUIRES THAT I E SO RFAC5 OF THE SLAB REMAIN SATURATED FOR AT LEAST 4 DAYS WITH WET BURLAP CAPD:YETHYLENESHEEIS. THISMETHODINLI-GREATILY EDUCEVOLUMFCHANGE A" DS�RJNKAGE CRACKS ALTERNATfl'ELY.APP',YCUR,NOCOMPOLME)ToSLAR WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID MEMBRANE ED RMING COMP "D COMPLYING WITH ASTM C309 TYPE 1, CLASS A FOLLOWMANUFACTURIERS INSTRUCTIONS ACCEPTABLE PRODUCTS INC: UDE A MASTE�BUILDERS UASTERSEAL.- 8 BURKE SPARTAN COTE' c SON FIBBER -CONTECH 'KURE-FMSEAL NOTE GO FIRM THAT CURING COMPOUND WILL NOT INTERFERE WITH THE BONDING OFANYAPP: ISO FLOOR SURFACE FINISH MATERIALS 13 (TTSPLECOMMENDEDTH AT SLABS BE POURED IN CHECKERBOARD PATTERNSOR LONG STRIPS With TRANSVER S CUTSTO MNIPI HYDRAT1OFLSHR$NKA0E CRACKING "I CC CRETE TO BE MIXED IN ACCORDANCE WITH FIBER MANUFACTURER'S RECOMUENDA TONS FOR UNIFORM AND COMPLETE DISPERSION OF F16ER BUNDLES INTO SINGLE MONGFILAMENTSINITH CONCRETE PIFAIN & RZINEORCED MAGIONRY N01U I NOTE ALL MASONRY CONTRACTORS BiDDING ON WORK FOR THIS PROJECT SHALL HAVE CUR RENT CEPETtfCATION SVTMeFiORtOAC,O�'�FTEANf)F�RODiJCTSASSOCAT)ON, INC AS A'STRUC I URAL 41ASONRY CONLRACTUR* LISFURTHERSTRONGLY RECOMMENDEDIrlKTINDIVIDLITAI WASONS WORKING ON THE PRO jFCT BE GUAL IFIED AS �SIHIJCTURAL4*ASGNS* WINE SAME ASSOCIATION I ALL MASONRY WORK SHALL CONFORM TO ACT 550tBIASCE 1,0STIMS 4W-DIL'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'ANDACt5301408ASCE 6 0aTMS � Z02 .08. -,PECIFICATIONS FOR MASONRY STRUCTURES' 2 At L HO LLOW -CAD REARING CONCRETE MASONRY UNTSSHAk I CONFORM TO ASIM C- W, NORMAL WEIGHT TYPE IT UNITS STANDARD STRENGTH CMLI , ALL MASONRY WA�� SHALL HAVE CMU S MEETNG A MIRf LIM ULTIMATE COMPRESSIVE STRENGTH OF 2150 PSI JON IKE NET AREA OF THE CMUT IN ACCORDANCE WITH ASTM C 140 AMD f. = 1,". PStRY THE UNIT STRENGTH METHOD PRIORTODELIVIERY F ANY MAS014RY UNITS TO THE �00 ISITF, THECIOU SUPPLIER I SMALL PROVIDE VERIFICATION OF MASONRY UNIT S1 RENGTH, ON BOTH THE NET AND TH GROSS CROSS SECTIONAL AREA OF THE CMUS PER ASTM C-140 (FOR EACH SIZE MID TYPE OF UNIT TO BE USEOON THE PROJECTT SUCH VERIFICATION SHALL INCLUDETEST REPORTS FROM AN ACCRIEDiTED TESTING LABORATORY STATING THE k SULTS OF THE TESI ING PROGRAM A140 AFFIDAVITS FROM THE SUPPLIER CERTIFYING THAT A41 DNMS CONFORM I() THE RESPECTIVEASTM REQUIREMEXTSELM � 3 MORTAR SHALL BE TYPE 8 (1800 PSI PROPERTY SPECIFICATION I AN D ,-,HALL CONFO TO ASTM SPEC C4'70 CEMENTIOLTS MATERIAL SHALL BE PORTLAND CEMENT COUBtNEDWTTEIHYDRA7EDLIUE. AGGREGATE SHALL BE NATURAL OR MANUFACTURED SAND PER ASTU C-V4 4 PRO" READYMIX GROUT FOR USE IN FILL ING OF CELLS AND MASONRY 0 S HAVING AtION4MUM ULTIMATE COMPRESSIVE STRENGTH Of 3DDQ PSI (PROPERTY SPECIFICATION) AND MEETING THE REOUREME TSOFASTMC-�?a MAXIMUM AGG EGATE SIZE SHALL BE 3�r FOR COARSE GROUT SLUMPSHALLSEWMFLAINDIV� MAX NOTE ADD NO OF WATER TO MIX N THE FIELD THE READYMIX DRIVER SHALL, L HAVE IN HIS POSSES54ON AT THE TIME OF DELIVERY, ECTEN INSTRUCTIONS FROM THE READYMtX SUPPLIER DETAILING THE MAXIMUM AMOUNT OF WATER WHICH CAN BE ADDEDTO THE MIX BY THE DRIVER M THE FIELD TGALLONS PER YARD). OTHERWISE, NO WATER SFLALL BEADDIED TO THE MIX AFTER LEAVING THE BATCH PLANT. 5 ALL REGAN SHALL BE GRADE 60 M � DEFORMED BAR CONFORM ING TO ASTU SPEC AL 315(81) a PR OVIDE HORIZONTAL T USS TYPE MASONRY 'NALL JOINT RI (DUROINALL OR ED UAL i § le-O.-CIN ALL MASCIFTRYWALLS INTERIOR AND EXTERIOR, LONGI-UD94AL ARGO OSS WRES OF JOINT RENFORG94G SMALL BE � GAGE WIFE MIN (ASTII PROVIDE HOT DIP GALVA42ED FINISH ON ALL JOINT REINFORCING, (ASTMA 153 CLASS 82(ISOLPERSIQ FT�) MOVIES PREFABRICATED CORNERSANELIOR TEES AT ALL INTERSECTING MASONRY WALLS JOINT REJNF SMALL BE CONTINUOUS SPUGE LAP LENGTHS SHI BE AMININT.I.Mi Of ITAND SHALL C014TAN AT LEAST ONE CROSSINFUE PROM EACH PrWi OF LAPPED REINFORCING 7 SECURE MASONRYTO ADJACENT CONCRETE WITH 14 GAGE (MINIMUM) GALVANIZED � DOVETAIL T E CORRUGATED MASONRY WALL ANCHORS PLACEDAT To- O,G MAXIMUM SPACING or IN Or PROVIDE HOT DIP GALVANIZED FINISH ON ALL DOVETAIL ANCHORS. (ASTM A 153 CLASS 82 (I 5 OZ PER SO FT I). 8 SECURE MASONRY TO ADJACENT STRUCTURA: STEEL WITH WELDON ADJUSTABLE I , CHOR RODI a 16 DIAMETER TRIAFIGULAR TIES AT TO INCHES 0 C MAXIMUM I SPACING(U.NOI. PROVIDE HOT DIP -GALVANIZED FINISH ON ALL ANCHOR HARDWARE I XTM A 153 CLASS 82 (IS OZ PER SO. FIT)), 9 PROVIDE WIRES, TIES, SHEET METAL TIES STRAPS AND ANCHORS HAVING HOT DIP GALVM�ZEDFIN�,(AST�AA153�SS2(1!OZ PERSO F7I FORALLANCHORAGE DEVICES NOT COUPLET i -Y EMBEDDED 94 MORTAR OR GROUT WRIEREC MFILETE_Y EMBEDDED Ili MORTAR OR GROUT, GALVAATZFG FINISH SHALL BE ASTM A 13-1 CLASS 3 IS OZ PER GO FT) 'o. THE OWNER SHALL RETAIN AN INDEPENDENT QUALIFIED ACCREDITED TESTING LABORATORYTO PERFORM THE FOLLOWING TESTING SERVICES A GROUT STRENGTH TEST PER ASTM C-1019 (TEST 6 CUBES PER DAY) � a MORTAR STRENGTH TEST PER ASTM C-780 (TEST 3 CUBES PER BAY) I C CONCRETE MASON Ry Uarrs (FOR EACH TYPE &STRENGTH) (TEST 20 UNITS PER -0 Dwumffs PLAGSD) COPIESO TEST RESULTSS�LSEIMMEDI TELY FORWARDED TO T14E ARCHITECT, ST UCTURAL ENGIFTEER AND GENERAL CONTRACTOR I I SEE SECTION 2104 IN 201D EDITION OF THE FLORIDA BU ILDING CODE FOR CONSTRUCTOR REQUIREMENTS � 12 SEE PLANS FORMASON Y CONTROL JOINT LOCATiGNSAND DETAIL. SPACING OF MASONRY WALL GGWTAOL JOINT$ SHALL NOT EXCEED 26 FT THEMASONRY CONTRACTOR SMALL NOTIFY THE ARC41TECT OF MY DISCREPANCIES BETWEEN THE ARCHITECTLIRAL AND THE STRUCTUR DRAWING LOrATIONSOF CONTROL �KNNTS LONG 11DII REINFORCING IN TIE BEAMS, LINTEIS AND BOND BEAMS SHALL HE CONTINUOUS THROUGH ALL MASONRY WALL CONTROL JOINT LOCAT ON & 13 WETTING0 MASONRY LIN ITS PRIOR TO OR DURING CONSTRUCTION TO NOT PERMITTED. 14 CONCRETE MASONRY WALLS SHALL BE BONDEDAT ALL EXTERIOR A1413 INTERIC, THATE SECTING WALLS AND CORNERS BY OVEFU�PPING COURSES (RUNNING BONDI TH IS M(I APPLIES TO BOTH BEARING ANDSON HEARING WALLS. WALLS -SUPPORTED By SLAB HAUNCHES SHALL BE BONDED TO WAILS SUPPORTED By FOOTINGS WITH GALVANIZED 'Z'STRAP (I 2 GAGE MIN )ANCHORS AT 24 INCHES O,C. IN MORTA 40NITS IS ALL MASONRY HEAD ARE) END JO Nil $SHALL BE FILLED SOLIDLY WITH LIORTAIT FOR A DISTANG FROM THE FACE Of THE iI NOT LE6STMAN THE THICKNESS Of THE TO NGU UDINAL FACE SHELLS IS TO REDUCE LEAKAGE OF GROUT INTO ADJACENT VERTICAL CELLS, CROSS WEBS MUST BE FULLY BEDDED III MORTAR AT ALL CELLS CONTAINING VERTICAL REMFORCIRG NOTE WHERE GRO UTING TECHN TOLIE WT 3 KOT REQJIRE THY CODI PLACEMENT OF CLEAMOUT HOLES MASONS ;;�LL EXERCISE BOOM —URESA ARE N ECESSARY TO KEEP CELLS CLEAN& FREE OF SGIL, SANG, MORTAR FINS DROPPINGSL ETC SO AS TO HOT INTERFERE WITH GROVTfOUNDATION BOND AT GROUT TED GEL' S , 50 AS TO HOT RESTRICT THE FLOW Of GROUT AND SO AS TO PROV BE A FULLY HOMOCENEOU SLY G ROUTED CELL 117 P-ROViDE A 2- HIGH X 4'WFDE CLEMOUT HOLEXT THE BASE COURSE OF ALL PtE INFORCED CELLS TO VERIFY PROPER GROUT PLACEMENT WHEREVER GROUT POUR HECHT EXCEEDS 5'-O'EN HEIGHT REMOVE DEBRIS FROM CLEANOUT HOLE PRIOR TO CA ING GROUT POURS EXCEEDING 5-' 'IN HEIGHT SNAU BE PLACED IN INDIVIDUAL LIFT WHICH SHALL HOT EXCEED 5'-V IN HSIG T GROUT POUR FIE GETS SHALL NOT EXCEEDWAY.DUETOTHE DEFICULTYIN VIBRAI ING ANDLENIOTH OF AVAILABLE S'4' DIA. HE LOW VELOCITY VIBRATORS. EACH LET MUST BE CONSOLIDATEDARD FRECON SOL,OATEDAS INDICATED BELOW PR TOR TO PLACING THE NEXT : IFT TERMINATE TOP OF GROUT POUR 1,2'BELOW TO P OF MASONRY UNITS TO PROVIDE SE EAR KEYFOR CONTINUED GROUTILIG IS ALLGR IT PLACEMENT SHALL BE CONSOLIDATED IN PLACE TO INSUR SOLEKY GROUTED LEMENTS HAVING No POCKETS, VOIDE HONEYCOMB ETC. By USE OF A LOW VELOCITY MECHANICAL INSRATOR HAVING A 314 HEAD GROUTSMALLBE RECONSOLIDATEDWITHI" ISTO 30 FANUTES OF INITIAL POUR AND CONSOLIDATION TO ADJUST FOR WATER ABSORPTION INTO CATUIS Ip MER GROUT PLACEMENT IS INTERRUPTED FOR ONE HOUR OR MORE THE LAST POUR MUST BE TERMINATED I 1,2 INCHES BELOW THE TOP OF THE BLOCK TO PROVIDE A SHEAR KEY FOR CONTINUED GROUTING 2C THE CONTRACTOR HAS THE FULL RESPONSIBILITY OF PROVIDING ANY AND ALL T NECESSARY GRACING DENVILLE DURING CONSTRUCTION TO MAINTAIN STABILITY AND STRUCTU RALLNUPIRITY, RETAINING WALLS, IF ANY SHALL BE BRACED PRIOR TO AND DURING ALL EACKFILLNG AND COMPACTING OPERATIONS 21 MOVIDE HORIZONTAL AND WTTTICA� REINFORCING PER CONTRACT DOCUMEN75 AND SO ID GROUT FILI ED CELLS AT ALI VIERTIrCAL REINFORCING NOTE NORIZO TAL AND VERTICAL REINFORCING EREaAFGTO BE EMBEDDED IN GROUT SHALL BE PLACED AND HELD IN PROPER POSITION DUR4NG GROUTING (By MECHANICAL MEANS IF NECESSARY) SO AS TO ALLOW FOR A MINIMUM THfrAMFSSOFrAOUT�CLEARbIS_ S"WEENTHE REV ORCINGAND 'ANCE THE INSIDE FACE OF THE MASONRY UNG )OFNOTLESSTHANV4INC"FOR FINEO NICHITME) NOT LESS THAN V2 INCH FOR COURSE GROUT NOTE VERTICAL OETAS SHALL BE GROUTED TO WITHIN',i INCH OF THE BOTTOMOF BEAMSPRIOR TO THE PLACEMENT OF LONGITUDINAL BEAM REINFORCING C.EILS�XLt4OT6F.GR.OLTTEL)ASSFAtAISSENGPOtJREDORGROO-EDf 22 PROVIDE REINFORCING BAR LAIR SPLICE LEN43THS AS StfOWN ON DRAWING BOX, IN ACCURUANCEWTH THE 2010EDINONCIF THE PLORIDANIALOING '00t NOTE IN BEAM", TIE BEAMS ETC. PLACE LAPPING BARS IN VERTICAL ALIGNMENT. ONE ABOVE THE OTHER N ORDE 70 AVOID REINFORCING CONGESTION, PROVIDE Artrall ATE �E FOR PASSAGE OF VERTICAL REINFORCING PROVIDE FOR PROPER GROUT FLOW & CONISCr IETAT�N TOPR PROPER GROUT COVER AROUND RELINFORGIN6 AND PROVIDE FOOVAIMPRIFDOPRER DEVELOPMENT OF REINFORCING, 23 VFRTIM REINFORCING III ON THE DRAWINCSSHALL BE DOWELEDOUT OF THE FOUNDATION ,,OR ELEMENT WHERE RENFORUNGOIMNATES (bEwsijia, I iE SCAM.WALL ETC)IJTIIIZtNGASrTANDARDACIOODEG HOOK(EMBEDDEDTOOEVELOP THE FULL ULTIMATE TEN$1LESVRENGTH Of THE BAR) ON 0. 24 VERTICAL WALL REINFORCING INDICATED ON THE DRAWTHGS,WHEREVER POSSIBLE WALL EXTEND FROM FOUNDATION (OR PER NOTE NO 23 ABOVE) TO TIE BEAM AT THE TOPOF-HEWALL PRO IDEASTANDARDAC190DEG )400KOUTOF7HEFOUNDATtON AND INTO THE TIE BEAM LAP SPLICE: EFIGINTS SMAL- BE AS INDICATED BY NOTE NO, Z2.ABGVE WHEN A VERTICAL DOWEL DOES NOT ALON WrN A BELL IN THE WAL! ABOVE, 7 SMALL ROT BE SENTMUkE THAN 10 DEGREES FROM THE VERTICAL (RIiMOVE CE LL DIVIDER WES MEN REQ 0). FURTHER ' THE DOWEL SHALL NOT BE SENT MORE THAN ONCE AND SHALL NOT BE DENT INTO A CURVED SHAPE. DOWELS MUST BE GRO UTED INTO CELLSFIVERTI LAUGNMENT NOTE MEN LAYING OUT FCQ FOAL ION DOWEi S FOR'UN rORMLr srAcEo WALL RE14FORCING FIRST LOCATE DOWELS SPECIFIED AT WINDOW. DOOR 8 OTHER MASONRY OPFFIRVI ENDS OF WALLS, COI UMNS, PILASTERS, TIE COLUMNS ETC THEN LOCATE THE DOWELS It, BETWEEN AT THE SPECIFIED MAXtIJU M SPACING 2S UNLESS ' ,PECiFICALLY RETAIL ED TO RE MORE HrAVftY REINFOA CF n, PROVIDE THE 26 PROVIDE CORNER BARS AT E FOS AND 00 RNERS OF ALL WALLS, FOOT WES, BEAMS. � ETC BAR MIS AND CUNT SHALL MATCH TH E LONGITUDINAL REAMFORCIFOLN THE ! MORE HEAVILY REINFORGED CONNECTING MEMBER or FIT 0 ) : NOTE AT CORNERS Or BEAMS, TE BEAMS. FTC, PLACE AMID TIE CORNER BARS IN � VERTICAL ALIGNMENT EITHER ABOVE OR BELOW CONTINUOUS: ONGITUDINAL 1 REINFORCING TO AVOID REINFORCING CONGESTION, ALLOW `6R ADEQUATE 1: SP _F FOR PASSAGE AND CON SO UDATKN OF GROUT TOALLOWSPACEFOR : A' PASSAGE OF VIERTICtil IRCIRFDRICING, PROVIDE FOR PROPER GROUT COVER I AROUND THE REINFORCING, AND TO PROVIDE FOR ADEQUATE DEVELOPMENT of THE REINFORCING I I 29 DOWEL INTERSECTING WALLS BEAMS, ETC WITH DOWIEILS OF THE SAME SIZE, COUNT AND SPACING AI HORIZONTAL RE14FORCING IN THE MORE HEAVILY REINFORCED CONNECTING MEMBER (U N 0 r 30 71F BEAMS, MERE CONSTRUCTED OF REINFORCED MASONRY RLAL_ NOTI=UPT SH CORI INU TY OF VERTICAL REINFORCING HORALOWALREINTO NOBARS HE PACED III CONTINUOUS MASONRY COURSES CONSISTING OF BONDS AV, OR LITITTEL BLOCK UNITS AND SHALL BE SOLIDLYGROUT11) fM �CE. UNLESt;GIHIIJRW*k � DETAILED HORIZONTAL REINFORCING SHALL CONSIST OF A MINIMUM OF 2 NO 5 BASS I . PLACED CONTINUOUSLY III EACH COURSE � 31, PRGV:DE PRECAST PRESTRESSED CONCRETE I INTELS?WITH 2 NO � BARS 1 COST Fluclus SOLIDLY GROUTED IN PLACE) ABOVE ALL MASONRY OPEFLN US WHERE L INTEL TS NOT OTHERWISE SPECIFICALLY DETAIL ED ON THE DRAWINGS NOTE PROVIDE ENGINEERING SUBMITTALS FOR AL L PRECAST PRESTRESSED CONC ELINIELSANDaILLS. THEMINNIPUREUMHUMENTSFURSUMMAL 2 Of ALLOWABLE UNIFORM LOAD CAPACITIES FOR GRAVITY UPLIFT ANDI-ATERAILLOADS SU13mgTAIM,LISTBESiGt4ED,S�LErJAM DATEDBY THE PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE Of THE ENGINEERBIJ AND TE$TflG UPON WHICH THE ALLOWABLE LOADSARE BASED SUMBI M ST INCLUDE THE MANUFACTURERS CATALOG ENGINEERING UATA : 1, UNITS SHALL BE FABRICATED BY A FIRM EMWED N THE : 'AN FACTORING OF MECAST AND ME -STRESSED CONCRETE U i LINTELS AND SR.LS FOR A ITITIMMUM OF 5 YEARS, FABRICATOR SHALL � � AVE AQUALTYASSURANCE PROGRAM THAT COUP! IES WIN THE � PROC URESOFMANTUAL 118 BY T14E PRECAST PRE-STRESSEO C014CRE-E INSTITUTE, 2 PLAIN RECORDS OF PRODUCTTONANDQUALETY CONTROL SHALL RE � I KEPTIN CCOINIANCEATIM THE PCI RECOMMENDATIONS AND MADE AVAILABLE UPON REQUEST FOR THE ARCHITECITENGINEER 1 3, CO ESANDSIANDARDS A, AMERICAN SOCIETY FOR TESTING ANDMATERIALS (ASTM) , C13 - SPECIE ICATON FOR CONCAFTE AGO REBATES � 2 660-SPECIFICATION FOR PORTLANDCEMENT . 13 PRECAS �PRE-STINTSSED CONCRETE NSTITOTF(PCO . . STANDARDS MANUAL FOR QUALITY CONTROL FOR PRECAST ARC PRFmSTRESM0 CONCRETE UNI G A ERKAH GUNK:RELE INSTITUTE BUILDING CQUE REQUIREMENTS FOR STRUCTURAL CONCRETEACI 318) D AME CAR CONCRETE INSTITUTE. BUILDING COLE . REQUIREMENTS FOR PASONRYSTRUCTURES (AC15301 4 GO HORSES MATTER LS A PCIETIAND CEMENT (ASTM MSR, TYPE I OR 111. GRAY CfN OR � 8 AGGREGATES. (ASIM C33) I C WATER POTABLE : I 1) ADMIXTURES , SHALL NOT CONTAIN CALCIUM CHLORIDE OR CHLORIDE ONTS I 5 REINFORCING A E;ErENRNEG;UEUM,DRCrMENT ASTM A615 GRACE 40 Of N a PRE -STRESSING STRAND ASIM A418 270 KST LL 6 ALL U LINTEL UNITS I 4 FEET IN OVIIJDULL LENGTH AND SH BITTER SMALL � Of MADE OF CONCRETE WITH A MINIMUM SIREN GIN OF 3500 PI 28 : DAYS 7 ALL U- INTELS EXCEEDING 14 FEET IN OVERAI L LE14 GTH SHALL BE MADEOFCU CU,RETFWUHAMWIMU%4,�IRENGf�OFOOWMAT2Z DAYS AND SHALL BE PRE-STRIESSED CONCRETE : e, ALL SILL UNITS SHALL BE MADE OF CONCRETE Woof A MINIMUM STRENGTH OF 3000 PI DAYS. 9 ALL UNITS SHALL BE SAND BLOCK FiNTSH EXCEPT PRE -STRESSED 6' � I WIDE, AND 12'WrDE AND V111I SHALT BE SK400TH FORM FINISHED 1 1 32, M AGE KNOCK OUT BLOCK SILL BEAM SELOWATNDOWS NVITH 2 NI BARS CONTINUOUSSOLIM Y GROUTED IN PLACF)MERF SILL BEAM IS NOT OTHERWISE i SPECIFICALLY DETAILED ON THE DRAWINGS 33 THE MINIMUM BEARNGOF THE LINTELSONAUJACENT MASONRYSTIA: I HEV � I 34, WHEREVERTICALREINFORCINGOLCURSAI LINTEL BEARING POINT PROVIDE CAST IN 8LOCKOUT IN BOTTOM OF LITATIEL TO ALLOW FOR PASSAGE OF CONIPRIOUS RE WrORCING AND GROUT NOTE NOR GONTAI REINFORC04G IN SILLS AND I INTIET 5 SHAL L (UNL E SS SINARF WALLY DETAILED TO EXTEND F UR IN ER;RUN CUNTNUGLI UG AT LEAST - SINCRESM ONO FACE OF JAMS Of M 0) INTO GROUTFt) AND VERTICALLY : RUI ' 0 CELLS BEYOND, 35. MINIMUM BEAR ING OF MASONRY AND CONCRETE BEAMS ON SUPPCRI SHALL BE r �UNO j, HOWEVER WHERE MASONRY BEAMS BEAR ON MASONRY OR CONCRETE COLUMNS, EXTEND TH E BEAM AND CONINUOUS LONGITUDINAL BEAM REFIF ORCING) � OVER HE PUT - LENGTH OF THE CONCRETE OR MASONRY SUPPORTING SECTOR I WHEREMAMS BY OR CONCRETE BEAMS BEAR ON MASONRY WALLS, EXTEND THE BEAU BEYOND THE FACE OF THE SUPPORT OVER ALL SOLID GROUTED AND I REINFORCE BE LS. LENGTH Of BEARING OF BEAM SHI � Or BE � , E SS TRAIN THE DEPTH Of THE aiwiL 3121 TH FIRST STIRRUP NALL BEAMS SHALL BE PLACED ATONE HALF THE SPECIFIED STIRRUP SPACING FROM THE FACE OFTHE SUPPORT. � 1 37 UNLESS OTHERWISE NOTED, DETAILED OR SCHEDULED. ALL MASONRY COLUMNS, TIE COLUMNS, ANDMASITALS SHALL HAVE NO 2 CLOSED LATERAL TIES PLACED IN : MORTAR JOTNTSAT If 0 C WHERE INTERIOR LONGITUDINAL BARSARE SPACED MORE THAN e INCTUES FROM A GORNER LONGITUDINAL BAN HAVING LATERAL SUPPORT I PROVIDED BY THE CORNEROF ATUATERAL TIE PROVIDE DOUBLE HOOK rRGSS TIE IN, � ADDITION TO LATERAL TIE 38. WHERE ANCHOR BOLTS ARE SET IN MASONRYWALLS, FILL BLOCK CELLS WITH GROUT ATCCI RSIES WHERE BOLTS ARE TO BE PLACED AND AT LEAST TWO COURSES BELOW LOWIESTROLT(S) ADDITIONALLY, MERE EXPANSION ANCHORS ARE TO BE USED M OIADE SOLID GROUT AT; EAST 8'AROUND 13OLT IN ALL ERECTION: AND LIMIT SPACING BETWEEN BOLTS TO d-O.C, i 39 OF RK ty. REINFORCING SHALL NOT BE CUT TO ACED MODATF7LIFINSTALLATION � OF EMBEDS, MICHORS, SLEEVES ARDOR OT14ER ITEMS WFIEFIESUGHS LDIAVOLETABLE, NOTIFY LIFE STRUCIURAL ENGinrrROrTHEINTF,NTtONTOC)OS0,AND PROVIDE ONE ADDITIONAL IBM EACH SIDE OF THE MANmI cur sizEoFALE, BARS SHALL MATCH SIZE OF ORIGINAL BAR AND LENGTH SHALL BE ADEQUATE TO AT . LEAST PROVIDE ' OR A 72X BAR DIAMETER LAP (OR EMBEDMENT) EACH SIDtOF THE SAN M TCH WAS CLIFT, Q THE CONTRACTORSHAL: DELIVER TO THE CONSTRUCTION SITE AS AND WHEN DIRECTED TO DO SO By THE ARCHITECT OR STRUCTURAI ENGINEER AS MUCH AS AN ADDITIONAL ONE HALF TON OF STOCK LENGTH NO 5 REHM AND PROVIDE SUCH, LABOR A11DCROUTASLSNFCFSSAQY I 0 INSTALL THE REHM AS DIRECTED UNUSED MArIEDA1. AND LABOR $14ALL BE CREDITED TOT FIV OWNER AT THE GUN I PACT UNIT i PRICE, 11 THE CONTRACTOR 'HAL: BE RESPONSIBLE FOR THE PROPER DESIGN AMD CONSTRUCTION OF Alt �ECESSARY FORMWORK SHORING AND RESPIC, RING THE DESIGN SHALL 13E PREPARED By A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE ST E CF INTENDED CONSTRUCTION OF THE PROJECT AND ERECTION i DRAWING $HAL: BEAR HIS SEAL, S,GNATURE AND THE DATE ERECTION DRAWINGS SHALL BE SUSNiTTEO TO THE RIESPONSISLE BUILDING AUTHORITY 42 THE CONTRACTORRiAl-LETERESPON IDLE TO PROViDEIFOR PROPER STORAGEOF MASONRYMATERIALS ON THE CONSTRUCTION SITE AND TO ASSURE THAT THE MATERIALS AND CII REMAIN CLEM AND DAY AT ALL TIMES PRIOR TO PLACEMENT .3 YNTLE MASONRY WALLS ARE BEING CONSTRUCTED, IT 16 THE RESPONSIBILITY OF THE MASON TO BE GORE THAT THE WALLS ARE rOVEREDAT ALL TIMES CwHEN NOT SENG WORKEDON). THE COVERING CAN BE PLASTIC. CANVAS ORCIT HER SUITABLE WATERPROOF MATERIAL THAT NOT ONLY COVERS THE TOP OF THE WALL BUT ALSO PROJECTS DO INK AT LEASTTWO FEET ON EACH SCEOFMEWALU THSISTO ENSURE THAT WATER DOES NOT ENTER THE OPEN CELLS AND THAT THE WALLS DO NOT BECOME SATU RATED, PARTIALLY COMPLETED MASONRY WALLS THAT ARE EXPOSED TO RAN MAY BECO"NE SO SATURATED WITH WATER THAT THEY TAKE MONTHS To DRY OUT INTO CAN ALSO CAUSE Efft -Gqr'%Ce INCE IN ADO" ION, SATURATION OF MASONRY WALLSWILL INCREASE THE AMOUNT OF SHRINKAGE CRACKING IN THE WALLS AND THE CONTRACTOR AND MASON WILL BE RESPONSIBLE , REMEDATE THE CRACKING SITUATION 67 1 A , 0 = 1= -1w. =11- 1= -oct = U.1 0� 0 1-- () Uj 1­_ — m 0 (If < . �:: 6 �� I R: P,: , I`-, g � "; ,q � 9 us � I � _,� Z* . �gg I g;; . A -rL Rg. - A, ;: I It , m TO 1112 i I I - 2 I . To LL � � e 0i _1 ul 1 ., . < 1� k= j 'I 14 , '91� �p III " I 9 Uj 4 31-11 1 � 112 1 Ileeteleee—IIIIII >_ CC < CC m m 0 z 0) _1 0 m < D 11. n cl) 1= § j Fee Ee I _j CQ Z d A x 0 Cr >_ Q = �: 9 CL w w N z I c—IT, - 12010.00 . ' * ­ � " "' '' . D , alre" ­ ­­ ... 61. ' / - 1 " 6 " / - 1 " , _­­ ..... ... � ... � ...... � --- Drawo: SF/ RMT ______ Revised FQI-LOWING MIN IMU. VERTHON, REIN FORCING IN ALL MASONRY WALLS I ­iw_ iiii.19V­ _--E��c� I : AAWD j N ILI A ADJACFNTTO kA MASONRYWALL OPENINGS 2NO 5�,TRT I j w 8 EXTERUDR $INCH WALLS 2140 SVERT A77 YQ�C � I : : I c INTERIOR 8 34CH WALLS: 1 NO 5 VERT. AT 4�0'0 C, I . � i 26 VrTStICALREBARbM.A ISE HELD4M PROPER POSMONAT IOPANO 8GTTGMANDAT I : " ROT MORETHAN T VOC IN BETWEEN VIA PREFASIRICATEDGALVANtZED "RE REBAR � � POSITIONERS THE MINIMUM CLEARANCE FROM FACE OF MASONRYSHA[I BE 1,21 : THE MINIMUM SPACING BETWEENADJACIENT BARS SHALL BE ONE OAR DIAMETER ON I � : � I f I � 27 WHERE VERTICAL UASO Ry LREINFORCIFUSISCONT; UOUSTffREUG4iA "� :0 2013 HARVARD JOLLY, INC MET EVER IS GREATER N WAL ' rDNCRETE SLAB. PROVIDE A3 FICHDAM1,1111 FORMEDHOLE IT. THE SLABIGALLOW ;111.1"1-...,.,"..�.�..-..�,.�----.,-,,�.I.-�.�-.., FOR PASSAGE OF GROUT : I � I @THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENLIINE.E.Sj. i SN-1 . . UBE OR COPY OF ALL OR ANY PORTION$ IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. _ _ ! I.-I.�-�1.11,�"..--"",-,-.,..-"",-,.,.,-.i lA NOTE 5t ATI ELEVATIONSREFLEGT E0 UN THE CONTRACT DOCUMENTS WERE ESTABLISHED BASED UPON THE ASSUMPTION OF STANDARD SJI BAR JOIST SEAT DF PIERS TIIEFPJALFABPICATEOCFPTHSOFTHFBARJOIS-SFATStiUSTRF CONFIRMED (BYTHE GENERAL CONTRACTOR. THE CONSTRUCTION MANAGER ANOTHE STRVCTURAL STECI. SUB -CONTRACTOR) FOLLOWING CONSULTATION WTH I - -AS LUST SE COMPLETED -H MA DFTAIIATGNISPERICATINGANDEENSTR I KR E 6A PR NOR TOFINALE BAR JOISTS FABRICATING T EL CONSTRUCTION COORDINATION ONESELTUt EDI URE UPON WHICH THE BAN JOISTS ARE SUPPORTED. THIS GOORDNAT+Oft IS REUU WED IN . ANY ORDERUE ANYPOTENTIAL CONFLICTS iN BEARINGHIGH ELEVATIONSAND ADJACENT F AMINO WHICH MAY RESULT FROM THE USE COB NON ANRABMISALIGNMENT OFARJR M OF NOtJ5TAN0AR0 FABRICATED BAR JOIST SEAT DEPTHS. N Ai fr A I SALE AND EN CONSTRUCTION T 3. ALL SI RUCi URAL STEFI VA3kK SHALL BE DET lEU D MACCOR ALTUADAINCEWOW WITH THE FOURTEENTH EDITOR CF THE& 5C STEE{ NS'ANDD MANUAL WTH THE'SPEGfFIC'ATION FOR THE OtSICGN OF STEEL BUILDING S' AND "CODE OF STANDARD PRACTICE FOR STEEL OtBI O)NGS ALD BRIDGES'. 2 A ATE, ROLLED WIDE yTEESHAPES SHALL CONFORM TO ASTM SPECNF:CAT3NA-992Ty-%KSUNLESS NOTED OTHERWISE '. D ALL OTHER STRUCTURAL STEEL SHAPES& PAATE S HAIL CANFORMTO ASTM :. t T D UTHERWISE. S('tCEf ECAfDN A-572 fHV=50KS RiN ,ONCE S:i NO E 3_ ALL ROUND LESS STEEL PIPE COLUMNS SHALL COtIFORM TU AST. M SPECIICATIOIN A501 (Fy-36KSOOR ASTM A 53, TYPES E OR S. GRADES (Fy-351I N. ALLHBE IT.S.)STEEL TUBE SECTIONS SHALL CONFORM TO ASTM SPECIFICATION A-50C GRADE R (FY=NIP KSD NO'E ALL FASTENERS AN V MATERIALS USED FOR WELDING OR OTHER CONNECTIONS OF STRUCTURAL STEE FRAMING MEMBERS AND COMPONENTS SHALL BE OF DOMESTIC MANUFACTURE LIKEWISE ALL MATERIAL S USED N THE MANUfACTURNNG PROCESS OF CONNECTION- COMPONENTS SHALL BE FR00. I ADOMEX' IC SOURCE 5. ALL ANCHOR BOLTS SHALL CONFORM TO. ASTM SPECIFICATION ADO IFy=36 KSI), IFv=.ITT KS 11,(u. N.OJ -o AL 1. STRIICTURAJ CONNECTION BOLTS SHAI 6E CONFORM TO ASTM SPECIFICATION A- 325IFu=12C•KRA) E,UN0I ,. 'HSA'Hl,AUE9 SIUDANCHORS SHALL BE MADE FROM COLD FORMED BAR STUCK CONFORMING TO ASTM A100 GRADES 1010 THRU 1020 INCLUSIVE AS MANUFACTURED BY NELSON STUD Ef PAINT UN FAB SHUPIAL STRUCTURAL STEEL EXCEPT FOR SURFACES I O BE EMBEDDED IN CONCRETE, FIELD WELDED. OR COVERED WITH SPRAYON ERE - N t WITH SSPC-PR1 SHIP FIELD A D PROOFING APPLY PAINT Ih. ACCORD T CE AWNIMUM DR PANT THI APPLY PANT IN SUFFICIENT COLUMN OR THA TO PROVIDE A AItN t UM DRY FILE THICKNESS OF AT LEAST ? MNlB SLIT NOF h10Rf TITAN A A11:_ S. PREPARE STEEL SURFACE 114 ACCORDANCE W' H SSPC SP3 POWER 1UOL CLEANING AIRY METHOD IN CONFORMANCE WITH SSPC SPECIFICATION OF HIGHER QUALI -YTNAW US I ED WILL EE ACCEPTA11tE.RT THE CONTRALfURSOPHUN. WHEELAMATORMAY SURFACE IS PREPARATION FSTEELSURFACF PROVEOCH-URESULTANTP BE USED FOR0 i TOIIC.H-LIP PAINT IS REQUIRED E AT : RESPECTS TO THOSE OF ALL FIE FEEL ITT REQUIRED PR!IANGFGT PhNTNG OF ALL F£!DWELDS IS REQUIRED AFTER COMP; FT ON OF INSPECTIONS 9 ALL STRUCTURAL STEEL HAVING EXTERIOR EXPOSURE SHAH. BE MOT DIP GALVANIZED UNLESS OTHERWISE INDICATED - NU7E AL -RE -ENT RANT CORNERS SHALL BE SHAPED NOTCH FREE TUARADAS FOR HOT DIPPED GAT. VA141ZET) STEEL THE RADIUS SHALL 6E 12-MINIMUM AND : SHALL HE FINISHED SMOOTH BY GRINONG. 10 FADRICATOR'S OUALIFICATTONS' THE RICAJ INSTITUTE OF S ' F4NSTRUCR HAL BECERTIFIED FI .EASE A .LEE.. S '! REQUIRED PRO RASfOR rANST RUCITON AC ]UAL TY CER I`ICA G STEEL ( ) CODE, APROVEDSTEEL BUILDINGSlSDFi ILIAl AND IF REQUIRED FABRICATOR THEILDING SODE ULTRA ONICA LYI S ECTIOFFCAL tNOMPLETEENETRIO SHALL ULTRASONICALLY it: SPELT IO(No OF THE COMPLETE PEN ETRAT10fJ '� WIFECIS T TIFICAT' P G.RAM TC- TITLED YTMEASC QUALITY CER. ION RO B FABRICATORVE A .CR B N R AND FABRICATED STEEL TESTED AND SHALL HAVE FABRICATION PROCEDURES FA A D WSPfCTED5YA4 INDE PENDENTTESTINO AGENCY PAYMENTOTTHESE TESTS AND INSPECTIDNS SHALL BE BY THE FABRICATOR. TESTS AND Y T1F:ED WELDING INSPECTIONS SHALBE PERFORMED By STRUCTURAL R O' T TURA STEEL ILA THE PROJECT INSPECT CR6 PRIOR E INSPECTED Y F S RUG TE L SUBMIT COPIES OF THE INSPECTION REPORTS TO THE STRUCTURAL THIS NSPFCTION 1S TG ENABLE TIIF ENGNEER. THE PURPOSE C t O THE L 3S T T P TI (AGENCY T,E WITH THAT IN GENERAL ESTEE EB {NGiNS EC 0 WTH THE CONTRACT DOCUMENTS .4 MINI, I IN G FABRICATED IN ACCORDANCE EWEEK Rt INI.EUILED ONETRIPEARLY WEEK OF THE FIRST TRIP SHOULDR ENO IN THE EARLY STAGES OF FABRICATION A 4 CONTACT STRUCTURAL ENG WEER PRIOR 101NRULL INSPECTION 'TESTS AND INSPECTIONS SHALL INCLUDE THE FOLLOVAh r- EXAMINE MILL TEST REPORTS A.ND`JERIFYTNAT MATERIAL BEING USED, I.S THE SAME AS THE MILL Tf ST P.FFORTS 2 REVIE:NTHF. FABRICATUR'S WR7TF4 WELLDINGPROCEOUR ES 'i ERTY I I HAT THE FABRICATORS WELDING PROCEDURES ARE BEING FOLLOWED VERIFYT WELDERS ARE CERTI FIED WITH CURRENT PARSA1ND THATTHEYOEMONSIHATE PROPER IECHk WVtS. 3 OBSER`JFHKGHSTRENGTI160L TINGPROCEDLIRCS VERIFYTHATSHOPI, NSTALLAT ION Uf HIGH STRING T H BDLTS CONFURM TO AfSC SPECIFICATIONS N EXAMMEJOWT PREPARATION FOR COMPLETE PENETRATION JOINTS ULTRASONICALLY INSPECT III OF THE COMPLETE PENETRATION WELDS EXAMINE FILLET WELDS FOR PROPER SIZE, PROF LE. THROAT POROSITY AND END RETURNS I IT CXAMMESTEF:. M£MBFIJSFORLAMELLARTEMNNG SPOTCHECK, DIMENSIONS AND HOLE SIZES 11 EXAMMFIFBOLTEOAREAS FOR BURRS. 0 TESTNO MID INSPECTION RESULTS MADE WITHIN 12MI PRIOR 10 THE Si AR I OF THIS CONSTRUCT ION MAY BESUBMR [ED AS PROOF OF OUN ITY VERITKATION 11 ERECIOR'SOUAUFCAIIQN A ERECTOR SHALL BE EXPERIENCED IN ERECTING STRUCTURAL SYSTEMS SIMILAR IN COMPLEXITY TO THIS PRO IFCT AS EVIDENCED By 10 COMP! I PROJECTS B I ECTOR SHALL HAVLA MINIMUM OF : YEARS EXPERIENCE IN. THE ERECTION OF STRUCTURAL STEEL OR IS AN ASC CERTIFIED ADVANCED STEEL ERECTOR. 12 ALL BOLTED CONNECTIONS SHALL BEA-32S-TYPE N (LINO, TIGHTEN ING OF BOLTS TO BE DY AiSC'TIIRN OF THE NUT' METHOD OR APPROVED DRECT TFNSION NDGA'OR T' T f' I CONNECTIONS SHALL CO FO MTOT H T,GH ENENG 3OF THE 'SPEC BOLTED CO (. CONFORM TO THE ORU 90SENTS ASAPP OVER NATION FOR STRUCTURAL JOINTS USING ASTM A-3250R A19080L?S"AS APPROVED BYTHE RESEARCH COUNCN_ON ' STRUCTURAL CONNECTIONS. 13. PROVIDE WASHERS TO MATCH BOLT STRENGTH FOR ALL STRUCTURAL BOLTS(ON THE SIDE OF THE TURNED ELEMENT). PROVIDE WASHERS BOTH NUT ME HEAD SAE OF H L.S BOLTS FOR SLOTTED AND LONG4GTTEDO F IASEELATEST NBC FFOROEDCONNECTION AND OTHER BEAM OR COLUMN FRAMING CONNECT TONS NOT DDAdL0DRAWINGS. 15. ANY AND ALL CON NECT TORS 140T DEL AILED ON I HE STRUCTURAL DRAWINGS SHALL BE I ENGINEER. ER RETAINED BY DR EMPLOYED BY THE DESIGNED BY WHO SHIM RAIL E NG Ec . t REGISTRATION 4NTHif STATE Of INTENDED ' FABRICATOR). WHO WHO 11 OLDSHALL CURRENT DRAWINGS TIONANU WHO SHALL BE REQUIRED 10 SIGN AND SEA AL SHOP DRAWINGS UPON VAUGH THE IN NN AND R HE DESIGNED ARF DF'TAI FD WHERE TI N NOT i N NNE 710HS tJ Tt .N ARE NED ANDREAC IONS tO.itO .DF C CON EC 0 S R DESK IN TBLEO INFOR LOAD COSTANT'FO I SHA E OE4 GNER FOR 60% J .DIAL A . t BLE 1 LL B ANNUAL T •I tJIF AD ONSTANTo'FOR �'. T THIRTEEtiTN EDITION RANVAL ABLE Of 1 ORM LOAD C HE AISC NONLOkIPpSI. E BEAMS i8 MOTNFEO STRUCTURAL CONNECTIONS (DFFFRING FROM THOSE DETAIN ED UN THE ST RUCTURAL DRAW1 - Y ACCEPTABLE PROVIDED I: HAT THE FOLLOWING IS TUGS ) MAY BE STRK: TIYADHERFD TO A THE FABRICATOR NOTIFIES THE STRUCTURAL ENGINEER OF HIS DESIRETO MICDWY CERTAIN CONNECTIONS AND RECEIVES APPROVAL NWRITING. TOOL SO PRIOR TO PROCEEDING WITH THE REDESIGN B THE REDESIGN SMALL BE PERFORMED BY A STRUCTURAL ENGWEER HOLDING CURRENT REGISTRATION IN THE STATE'NHERE THE PROJECT i5 TO BE CONSTRUCTED CALCULATIONS AND SHOP DRAWINGS SMALL BE SUBMITTED ' TO THE STRUCTURAL ENGINEER OF RECORD FOR HES REVIEW AND SHALL BEAR THE SEAL OF THE FABRICATORS DELEGATED SPECIALTY STRUCTURAL ENGINEER THE ENGNEER OF R ECORD MAY ALSO BE ASKED TO REDESIGN THE CONNECTIONS IF R IS AD REED TO IN WTING BY THE CONTRACTOR OR FABRICATOR TO PAY TNT E 0 R. AGAR ADDITIONAL SERVICE AT NO ADDITIONAL COST TO THE OWNER. C REVIENOT'SHUP DRAWINGS BY', HE ENGINEER OF RECORD 4A'NERE COkRECTIOt1S HAVE OPEN MODIFED WTHOUT PROPER WRITTEN NOTNFICAT ION DOES NOT CONSTRUT E APPROVAL OF THESE MODIFICATIONS BYTHE ENGINEER OF RECORD.. SIGNED AND SEALED DOCUMENTS BY A ISED SPECIALTY ENGNEER MAY BE SUBMITTED FORALTERNATE CONNECTION DESIGN F PR NOR APPRO VAL IS OBTAINED AS NOTED ABOVE 17, SOLTTOROUES SHALL BE INSPECTED AND CHRRFIED Si TESTINGLASORAT01RY APPROVED BYTHE STRUCTURAL ENGINIEERAt•D RETAINED BY THE OWNER A INSPECTIONAND TESTING SHALLBE IN ACCORDANCEWTHAISC ' SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTMA325 OR A490 BRXTS. S PROP TO VISUAL AND PHYSICAL TESTING, TENSION TESTING USN13A CALIBRATION DEVICE (SKIDNIOREANILHELM) MUST INDICATE TENSIONS AT I LUST S9> IN EXCESS OF THE ASC NYNFMIUA. STRUCTURAL STEEL ERECTOR SHALL SUPPLY THE TENSION CAUSRA'AON DEVICE. C. TESTA MINIMUM OF IO%OF THE BOLTED CONNECTIONS. M WELDING SMALL CONFORM TO THE LATEST EDITION OF THE CODE OF THE AMERCAN I WELDING SOCIETY, AWS ETT A 19. ALL WELDING SHALL BE DONE BYCERTIFIED WELDERS WHO HAVE QUALIFIED BY TEST AS PER AWS "STANDARD QUALIFICATION PROCEDURE" AND SHALL HAVE CERTIFICATES AVAILABLE CN THE JOB SITE FOR INSPECTION. ZEE. ALL WELDING SHALL BE DONE LOT UZIING E-70 ELECTRODES AND SHALL BE DONE IN ACCORDANCE WITH AWS 01. I. LATEST EDITION 'CODE FOR WELDING IN BUILDING I CONSTRUCTION" MIMMLMWELDSIZESM4 LSEPERASC1.172 UNLESSOTI•ERWSE NOTED. ALL WELDS SHALL BE CONTINUOUS. 21. ALL WELDS SHALL BE INSPECTED AND DEFER RED BY AN"AWS -(GINE) GER IIF.. WELDINGINSPECTOW FOLDING CURRENT CERTIFICATION IN ACCORDANCE WITH THE AWS OCI PROGRAM 'W 40 SHALL BE RETAINED BY THE OWNER THE MSTING LABORATORY SMALL PROVIDE EVIDENCE OF CURRENT CERTIFJCATIONN OF THE WELDING INSPECTOR PRIOR TO FIRST SITE VISIT INSPECTION BY NON CERT IFIED INSPECTORS ALL NOT BE ACCEPTABLE' NS A INSPECT PECTICiN SHALL BE INACCORDANCE WITH AWS STRUCTURAL WELDING CODE. CTIONS VISUALINSPECTIONOF B VI=LDMj hrrSCTALL FIE PEFOODEDWP N WELDED JOINTS INCLWES PERODJC EXAhtNAT10N OF flNP. C ULTRASONICALLY INSPECT 100% OF THE COMPLETE PENETRATION WELDS D REVIEW APPROVED WELDING PROCEDURES. VERFYTHATWELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING. E VERIFY WELDER CUAUFICAT.ONS- 22. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR HIS REVIEW. SHOPDRAWNNGS SHALL INCLUJEALL STRUCTURAL STEEL MEMBERS. SIZES. LAYOUT. CONNECTIONS. WELDS, TYPE OF STEEL BOLTS, ETC, REQUIRED TO FABRCATEAND ERECTTIHE STEEL FRAMING. SHOP DRAWNGSSUBMITFALStAI-LFOLLOWIWTRJCTfONS CJNVENIN THE SHOP DRAWING NOTES. 23, PRIOR TO FABROA71 ON. VERIFY EXACT SIZE AND LOCATION OF ALL FLOOR AMID ROOF OPENINGS WITH ARCHITECT. MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR. 24 PRIOR TO FABRICATTO N. GENERAL CONTRACTOR AN D OR STEEL FABRICATOR SMALL FEED VERIFY EXACT REDO RED LFNGTH(Si OF _,'RUCTURAL STEET AfNDOR BAR 101ST MEMBERS WHICH FRAME INTO .4NUIOR.ARE SO PPURTEU BY CONCH EIE AND'OR MASONRY ELEMENTS T STRUCTURAL STEEL MEMBERS UNLESS SHOWN SPLICES 25r .NONSHALL BE PERM T ED IN ANY STRVCJ. HOWN ON SI10F DRAWINGS AND APPROVED BYTHE STRUCTURAL ENGINEER "eG. UNLESS OTHERWISE NOTED OR DETAILED, PROVIDE CORRUGATED MASONRY WALL ANCHORS (Mild OF 14 GAGEIAT IB'O!C l4EI-LIED TO BIEL; :O CORRECT MASONRY WADS TO ADJACENT STRUCTURAL STEEL FRAMING 2?. COLUMN RASE PLATE GROUT SHALL SE NONMETALLIC SHRINKAGE RESISTANT GROUT PRFMLIXED NON CORROSIVE, NON STAINING PROW CT CONTAINING BE; ECTED Sit CA SANDS. F'ORFLM4DCfMEN-_SHRtNKAGECOMPLNSATtt4CAGEWS PLASIIC:ZINCANO WATER REDUCING AGENTS COMPLYNG WITH CRD-f-2l. CORPS OF ENOEtJEERS 28. STEEL ERECTION NOTES. A SEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL FURELN EOIATTER WHICH ACCUMULATED ON THE STEEL BLIR44G HANDLING AND STORAGE B. ORIF7ING TO ENLAROE UN FAIR HOLES IYILL NOT BE PERMIiTTED DRILL SUCH HOLES TO ACCOMMODATE THE NEXT I ARGFR %17F FASTFF FR. WHERE [ t P7 S _ BLE C AFTER ERECTION, CLEAN FIELDWELDS, BOLTEU CONNECTIONS AND ABRADED APFAS INHERE SHOPPAiNT HAS BEEN DAMAGED PRIME& PAINT ARUSUSINC, PAINT TO NIA CH SHOP PANT 0 ERECT ALL MEMBERS N THEIR FINAL I OCATION SUCH THAT EVEL PI UMBNESS AND ALIGNMENT ARE WITHIN THE TOL€RAKES PRESCRIBED BYAISC CODE. E. DOUBLEMNGLECONNECUOINSBO LIEDTHROUGN COLUMN'WESSON AT BEMIS THAT FRAME OVER THE COLUMN CAP PLATES MUST HAVE AT L FAST CNE 9NSTALLED BOLT REMAIN EN PLACE IO SUPPORT THE FI181 6UM WMTLE THE SECOND BEAM S BEING ERECTED ALTERNATIVELY THE FABRICATOR WITH M S F POSITIVE 'R AT ORE. DIVALENT QE WHI A EPN 0 k1U5F SDPPLt SE Q T SUPPORT THE FIRST BEAM WHILE .TH ACHA{€HTTO SUP O T s ! ih BFif v ER£CifD ME SELOt DBEAA 29. THE GENERH_ CONTRACTOR SHALL PROVIDE AS AND WHEN DIRECTED TO DO SO BY ONE HALF'UN OF T RSTRUCTU(6E ENGINEER AS MUCH ASS-t i HE ARCH:T EC O ' DETAILING, PLATE ANGLE LAND FR CITION AS TRU-iU R4L STEEL SHAPES GEN ERA�LAND S � 1 OPICATIflN AND FR EGTIfJHJ AS IS IT ANGFREQUIRDE ED DTOINTALL PROVIDE SUCH D ETAILING. FA. REQUIREOTO INSTALL HE MEMBERS AS RAT TEU ANY UNUSEDIT FERIAE AND T 4 _ CONTRACT IiNR PRICE LABOR SH.4t I. RE CREDRFD TO THE OWNER AT T if CO TS AND JOIST GIRDERS NOTES' OPEN W ES STEEL JO IS NOTE BEARING ELEVATIONS REFLEC:I ED ON THE CONTRACT DOCUMENTS WERE ST AR S1i LIARAST SLAT ESTABI SHED BASED LION THE ASSUtd S OF OE . A<D D DE'INS'NEFINAL FABRICATEDDEPICTOF THEB ONSTSTCUTS MU51 BE CONEWMEDLBYTHEGENERAL CONTRACTOR, iHECONSTRUCTIONNWITH T AJD THE STRUCTU RAILSTEE'_SUBIEFINRACTORIF TASK MUG C BE WITH THEJOIST FABRICATOPoSPECIALTY ENGINEER THIS TASK MUST BE COMPLETED PRIOR TO FINAL LEE TAILING, FABRICATING AND CON STRUCTIGN OF THE STRUCTURE UPC WHICH THE BAR JOISTS ARE SUPPORTED. THIS COORD114ATION S REQUIRED IN ORDER TO AVOID ANY POTENTIAL CONFLICTS IN DEARING ELEVATIONS AND ANY POSSIRL E MISALIGNMENT OF ADJACENT FRAMING WHICH MAY RESULT FROM THE USE OF NON STANDARD FABRICATED BAR .IOIST SERT DF PFHS NOTE SA .JOIST FABRICATOR SBA. t PROVIDETYPECAL 5,It CATALOGJO ST SIZES SI'EGIFTED ON THE FRAMING PLAIT S) AND SH ALL NO I UESIGN CUSTOM JOISTS FOR THE SPECIE LED TYPECALUNIFORM LOADING THAT DOES NOT PRECLUDE THE DESIGNING OF SPEGLI, C BAR JOISTS FOR SPECIFECALLY SPECIFIED ME"CHAN ECA OR OTHER NON. UNIFORM LOADING. T. STEEL JOIST MANUFACTURER SHALL BE AMEMBER OF THE STEELJTNST INStITUT'E 2 STEEL BAR JOIMSHALL BE DESIGNED. FABRICATED. SHIPPED. STORED. AND ERECTED PURSUANTTO THE LATEST EDITION Of THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WED STEEL ,O S'S (K. I.N. OR OLH SEREESIAND OSHA STEEL ERECTION STANDARDS 3. STEEL BAR JOISTS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER ;DELEGATED SPECIALTY STRUCTURAL ENGINEER) NA'HO HOLDSACURRENT REGISTRATION IN THE STATE OF FLORIDA- SHOP ORAWIN^GS AND DESIGN CALCULATION SUBMITTALS SHALL BE PREPARED SHALLOW THE SIGNATURE AND SEA! OF THE BAR JOIST DESIGNER AND SHALL BE SUffiJRTEO TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW JOIST SPECIALTY STRUCTURAL ENGINEER SHALL DESKNN ROOF JOISTS (ANDANY OTHER JOISTS SUBJECT TO NET UPLIFT) FOR THE WIND LOAD UPLIFT FIT ESSURES INDICATED ON THE DRAWINGS. FOR THE PARTICULAR CHORDS IZE AND JOIST SPAN, THE STEEL JOIST SPECIALTY STRUCTURAL END W EER SHALL DESIGN AND PROVIDE ANY ADDITIONAL BOTTOM CHORD BRACING ;BRIDGING) WHICH 45 REQUIRED TO RESIST COMPRESSION STRESSES INDUCED BYTHE SPECIFIED WIND UPLIFT FORCES NET UPLIFT CAN BE DETERMINED AS GROSS UPLIFT MINUS? PSF UNLESS OTHERWISE NOTED A. THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS. AS r THE: BRIDGING, JOIST SHAT ALLBE SIGNED ALL SECONNECTIONS;BTHE DELEGATED INDICATED ABOVE £ SHOP DRAWINGS SHALL RE RESPONSIBLE SOLED BY FHE DELEGATED SPECIALTY DTRU NGSEOL ST INCLUDE 14 RESPONSIBLE CHARGE OF LAYOUT PLANS DESIGN. SHOP BRAWINGIT hO 5T NNCW DE SIGNED AID SOLED JOf67 LAYOUT PLANS LWIN D LOADING i BREDGING)fOR ANY JOISTS SUBJECTED TO NET UPLIFT FARCES FROM WIND LOADRiG. o. JOISTOES)GNDELEGATEDSPEr ALTYSMUCTURAL ENGENEERMUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS IDESIGNEE) F R CONCENTRATED AR I CHORDS ARE TYPES NED NO•O 6. STEEL B JOIST LOADS. UAL£SSSPE MISTS, SPECIFICALLY LOADS SC CONCENTRATED AT LOADSAND SPECIE EEO AS (SF JOISTS, CONCENTRATED LOADS MUST BE PLACED AT PANEL POINTS. FR lA LOAD POINT TO NEAREST OR AN SITE CHORD PANEL MEMBER MUSTBE WELDED 0 L OPPOSITE CHORD PANEL POINT TO REDUCE LOCALIZED CHORD STRESSES. VERIFY THE EXACT LOCATION RIND WEIGHT O ALLAB MECHANICAL EQUIPMENT L WITH THE AIECHANiCAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. ALL HANGING LOADS MUST BE SUPPORTED FROM BRACKET HANGERS LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMSS ONE P COAT OF PAINT MEMN FIE ;A ACCESSORIES SHALL HAVES O THE OA T JOISTSD c ' 1 ISPECIFICADIUtIS UNLESS IA'NI BOOPERFORMANCE t HAS ISOFTHELA' Q SJ IN F HOOK SPECIFICATION HAS &MORE STRNC.FNT REQUIREMENT RCFER TO THE .ARCHITECTURAL DRAWINGS FOR COLOR PREFERENCE G. STEEL BAR JO- T S.SHA BE VERTK:ALPOSITIOIJ.RESTNU L CU MOREDINAISSHIPP DE ON THEIR TOP CHORDNUN DER NO CIRCUMSTANCE SHALL THE JOIST REST ON THEIR SIOtS.601TQMS CHORDS ON INACANTED POSfTIUNI H. STEEL BAR JOSTSSNA_NOT BE MODIFIED NTHF F IFL D WITHOUT TOR PRIOR KNOWLEDGE AND THE APPROVAL OF BOTH THE ENGINEER OF RECORD AN07HE SPECIQ TY ENGINEER WHO WAS IN RESPONSIM F. CHARGE Of THE DESIGN OF THE ,ELITIST 10. WELDING OF JOIST SEA] S T O ST EEL SUPPORT ING MEMBERS. A) KSERESJOISIS- lIET'FiLLETWELUX3`LONO(MN)EA. SIDE OF SEAT e) KCS SERIES JOISTS 1-8'FILLE71AIELD X I" LONG (MEN TEA SIDE OF SEAT -, LA SERIES JOISTS - 1,4" FILL ET'A'E.0 X A' LONG (MIN J EA SIDE OF SEAT NOTEBAR JOIST SUPPORT WELDING BRIDGING SHALL BE INSPECTED HY ANAW6 CERTIFIED WELDING INSPECTOR RETAINED BYTHE OWNER THE "CAV'1"SHALL HAVE BEEN CERTIFIED BYTHE AWS OCT PROGRAM, THE'CVII SHALL INSPECT AMD PREPARE AND ISSUE REPORTS WHICH INDICATE COMPLIANCE (OR LACK THEREOF! OF THE WELDING AND BRIDGING YJI-TH RESPECT TO THAT SPECIFIED ON THE DESIGN DOCLI MEATS AND SHOP DRAWINGS AND INDICATE ANY AREAS WHERE CORRECTIVE WORK WILL BE REQUIRED. SUCHREPOR'SSHA-I DISTRIBUTED TO THE OWNER. ARCH TI STRUCTURAL ENGINEER AND GENERAL CONTRACTOR il. BRIDGING MEMBER SIZE AN13 LOCATION SHALBE PER PLANAND SPECIFICATIONS. THE BRIDGING G SHOWN ON THE FRAMING Pl-APES IS THAT MIN IMUMt BRIpG I WHICH 1S REQUIRED BY S.J.E., WHICH MAY SE Si1PERSEEDED BY THE DESIGN CALCULATIONS OF THE SPECIALTY ENGINEERING REOUiRED TO BE PROVIOEO BY THE JO:S- FABRICATUR 12, CURVATURE AND SWEEP SHALL BE REMOVED BY UT'.LIZING PROPER SR DOING PROCEDURES PRIOR TO MAKING FINAL AND PERMANENT CONNECTION OF BAR JOISTS TO SUPPORTS. 13. ALL BIT DOING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS 19 PROVIDE ONE ROW OF UPLIFT BRIDGING AT THE FIRST PANEL PONT FROM EACH. SUPPORT 15. DIAGONAL'X' BRIDGING SHALL BE'A'ELDED OR HOLTEDAT INTERSECTION POINT. 16. NOTE BRIDGING S PROVIDED ASA CHORD BRACING ELEMENT IN THE DESIGN AND ERECTION OF THE BAR JOISTS BRIDGING MEMBERS ARE DES TONED AND INTENDED TO FUNCTION AS AXIALLY LOADED MEMBERS. USEOFORIDGNG FOR SUPPORT OF SUSPENDED ITEMS INTRODUCES BENDING MOMENTS INTO THE BIASSING FOR WHICH IT S NOT DESIGNED. THE G C. SHALL INFORM ALL SUBCONTRACTORS TO PROVIDE THEIR OWN SUPPORT HEADERS FOR HANGING THEIR EQUIPMENT AND TO NOT USE BRIDGING FOR HANGER SUPPORT. 17 WHERE COLUMNS ARE NOT FRAMED. IN AT LEAST TWO DIRECTIONS WON SOLID WEB STRUCTURAL STEEL MEMBERS, A STEEL `STRUT" JOIST SHALL BE FIELD-HOLTED AT THE COLUMN'FOPROVIDE LATERAL STASILRYTO THE COLUMN DURING ERECTION FOR THE IN STAIATFON OF TOE JOIST I .A AMINIMUM 6'XE VERTICAL STABILIZER BE TO RECEIVE THE JOIST BOTTOM CHORD IAUST BE PROVIDED AT COLUMNS. THE STABILIZER PLATE MUST EXTEND AT LEAST 3INCHES BELOW THE BOTTOM OF THE JOIST AND HAVE A 13,'S INCH HOLE FOR THE ATTACHENT OF GUYING OR PLUMBING CABLES. B. 13 OM CHORDS OF STEEL TOLSTSAT COLUMNS SHALL BE STABII. IZEDTO PREVEN I ROIATION DURING ERECTION. C. H:TISTIFJG GABLES SHALL NO . BE RELEASED UNTIL THE SEAT AT EACH END OF THE STEEL JOIST S FIELD BOLTED, AND EACH END OF THE BOTTOM CHORD S RF.VRANTD BY THE COLEIMN STABtIZER PLATE 18 PROVIDE ONE ROW DIAGONAL BRIDGING AT THE SUPPORTS OF ALL FU!:. DEPTH BEARING JOSTS DO NOT RELEASE HOJSTING GABLES UNTrL THE SUPPORT BRIDGING IS'I 94STAII CT). 19 DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE BISTR:BUTEON OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT EXCEEDED. 2C ONE I OF ALL JOTS TS SHALL BE AT III TO ITS SUPPORT TEN ACCORDANCE WITH SJI SPECtFI ATIONS BEFORE ALLOWING THE W'FIGHT OF AN ERECTOR ON THFJ O STS 21 N THE CASE OF BOTTOM CHORD BEARING JOISTS, THE ENDS Of THE HOIST MUST BE RESTRAINED LATERALLY BEFORE REI.EAISNG THE !FOISTING CABLES METAL ROOF DECK FASTENING REQUIREMENTS FOR RED IRON FR IElil : I SEE PLANS FOR FOETAL ROOF OECKTYPE(SFF DECK SHALLBEIMENUFACTURERS ' STANDARD GAGE OR GALVANIZED SHEET GAGE AND SHALL CONFO RIJ TO THE 57FFL DECK INS III U TE SPECIE ;CAI IONS. 2 WELDINGSHALL CORT Id TO LATEST AWLS SPECIFICATIONS ALLSHOPANDFELD WELDS SHALL RE PERFORMED BY QUALFFIED WELDERS H OLDIHG VALID WELDING CERTIFICATES CERTIECATP380A1 BEAVAIABLE FOR WSPECTEONATJGOSRE WHILE WELDER SON THE JOB 3 DECK SHALL BE FASTENED AS fOLLDWS .A ONE WELD SHALL BE PLACED AT THE CORNER OF EACH SHEET &FED AT OVERLAPPNG CORNERS OF SHEETS B EACH SHEET OF METAL ROOF DECK SHALL BE WELDED AT ITS ENDS TO EACH SUPPORTING BEAM OR JOIST AT NOT MORE THAN B' 0 C. L36f7 WELD PATTERN) Q 'WELII SPACINU AT INTERMEDIATEBUM OR JUST IBETW'EEN ENDS OF DECK SHEETS; SHALL NOT EXCEED 8' 0 G. (3&7 WELD PATTERN), O. 'WELD SPAGNG .AT PERIMETER OF DIAPHRAGM (EDGE OF DECK)BOTH PARR IR AND PERPENDICULAR TO DECK RIES SHALL NOT EXCEFOK O C (W;7 WELD PATTERN). E WELD SPACING AT SEtEARWALLS AND Oi HER SUCH BRACING ELEMEN IS •ViALLS WHICH EXTEND TO THE ROOF AND SHOW ON THE ROOF PLAN) SHALL NOT EXCEED S" O.0 T0617 WELD PATTERN) S SHALL F TFNED TOGETHER WITH NO 12 HEX HEAL F. ROOF DELI SIDE LAP B L BE AS 0 _0 tJ PACEQ T 1 " ,C. BEEF URILLIf'G SELF T.4PI'I G SCREWS S A 2 0 ! T F SION LICE WELDS UTILIZING WELDING WASHERS 4 FOR DECK M MATERIAL LIGHTER E ER U AGE FOR DECK 1 ATERAi LIGHTER THAN 22 GAGE t FAT HA 6 HOT ESS THEM, 2' SHALL OCCUR OVER JOIST OR END VAI'B SH A EWES SHALL E O BEAM AND SMALL BE WEE DEC) THROUGH TOP SHEET F ALL ROOF DECK FASTENING$PUDDLEWELDS. SIDE LAP SCREWS,ETC) SHALL BE INSPECTED AVD CERTIFIED BY AN "AWS" ICWII CERTIFIED WELDING INSPECTOR HT C T WITH T SOCT PROGRAM W140 HOLDING CURIE ET RETAINED By T ION fH ACCORDANCE W H HE AWS O Y W AR N DISTRIBUTE WHO SMALLBERETAINEDfi THEOWNER. THEC. i.SHALLPREP EA DDt TEN I Y K TH F F FASTENINGS WRITE J PECT TO THE ON OF ACCEPTABILITY EN R LAC ERED O W 3 T REQUIREMENTS PIE OF TH WITH RESPECT S THE CONTRACT O THE O N R, ARCHITECT, EN , CO S E CM I: S REPORTS SHALL BE SENT TO THE OWNER PACHITEC? STRUCTURAL ENGINEER AND GENERA. CONTRACTOR I %ii F. 7. DF CK SHFFT WIDTHSARE ASSUMFp TO BE.TG E/ICI f.rO R1 Y.I[NC D FP DECK B. DE CKSHALLBECONTir4ilO11SACROSS7HREESPANS_FXCEPTWHFRFGEOMETRYOR STEED LAYOUT DICTA7ESOIHERWISE 0 UCH SOFFT OF ROOF DUCK 514M L GE SUPPORTED AT AT; EDGES F STRUCTURAL SUPPORT IS NOT SPECIE ICALLY INDICATED ON THE PLANS. PROVIDE (AS AMINIMDM.)AN L X3X I'A'tSPA1-II BETWEEN CLOSEST ADJACENT MFMISFRS)AT Al UNSUPPORTED EDGES OF DECK. (MINIMUM BEARING OF ROOF BECKON SUPPORTS SHALL BE 2 INCHES), I 10 PROVIDE "Z" MEMBER AT SIDES OF DECK (PARALLEL TO DECK SPAN) FOR CLOSURE AND DECK SUPPORT ABOVE SPANDREL MEMBER MIN WELDIO MATCH DECKFASTENING REQUIREMENTS. MN GAGE Of'Z'MEMB€R SHALL BE 18 GAGE DF91dA AND SHOP DRAWING SU01111MALS FOR STANDING SEAM METAL ROOFING ASSEMBLIES: i H IS PROJECTS LOCATED it4 A VVINU 8URHE OEBRS REGION AS INDICATED BY 1 HE 2G10 EDITION OF THE FLOTUDA BL RIDING CODE THE STRUCTURAz ANALYSIS STRUCTURAL DESGN, DETAILING ILING AND CONNECT IONS OF ALL STANDING SEAM AAROOFING ASSEMBLIES SHALB ETHERESPONSIBILITY OF THE FABIGATORIO1. PROVIDE A STANDING SEAM METAL ROOFING SYSTEM THAT HAS BEEN TESTED SLJCCESSFU LLY IN ACCORDANCE 2010 FLGRIOA BU LDING CODE TEST PRUTUCOLS 1AS20i TAB 202 It TAS203 AND HAVE EITHER A FLORIDA PRODUCT APPROVAL NUMBER OR A MIAMI LADE COUNTY NOTICE OF ACCEPTANCE STANDING SUM METAL ROOFING SHALL BE SMALL OR LARGE MISSILE IMPACT PENETRATION RESSTET (AS REQUIRED) AND SHALL BE ANCHORED TO THE STRUCTURE N ACCORDANCE WITH THE FLORIDA APPROVAL NUMBER (OR MIAMI DADE COUNTY NOA) APPROVAL DOCUMENTS AL OF WHICH SHALL BE SIGNED AND SEALED BY A SPECIALTY STRUCTURAL ENGINEER HOLDING CURRENT REGISTRATION ASA PROFESSIONAL ENGINEER IN FLORIDA THE BE SIGN SHALL BE PERFORMED BYA DESIGINATEO'SPEC. ALTY' STRUCTURAL ENGINEER HOLDING VALID CURRENT REGISTRATIONIN THE STATE OF FLORIDA WHO SHALL BE RETAINED BY THE CONTRACTOR AMET WHO SHALL BE THE ENGINEER OF RECORD FOR THAT PORTIONS OF THE STRUCTURE (THOSE STRUCTURAL ELEMENTS) WHICH HE SHE DESIGN ED. 3 SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE "COMPONENTS AND I CLADDING' PROVESIONS OF ASCE 1-10. A BASE WIND SPEED = 137 MPH r TEG RYt='B" B. EXPOSURE SURFACE ROUGHNESS 0 R KCFEGQkY=II C. BU IL DING OCCUPANCYIS A D. NTrRNG ENESSUREIRE CATEGORY ENCLOSED) E 9TERRA PRESSURECOIF BEBATL) U P (N„)01R F. ABOVE RESSTAN OE SHALL BE SAa'EU UPON THE MORE 6TRINGENI Of THE AROJE CRITERIA OR F. a. THE DELEGATEDSPECIALTY STRUCTURAL ENO LEER SHALL PR r LA aT RV C A AWR11 REFAE THE ILLI10 EDITION OF THE FLORIDA DABUILDING CODE AND AL! PPROPRITE SERVICEABILITY CRITERIA r DES ARCHITECT P DRAWINGS FOR SUCH ELEMENTS SHALL BE SUBR IRIA, TO LC to ObiPLE7 HE ARCHITECT FOR REV NEW AND SHALL;CALCONNECTIONS INCLUDE ALE TIONDESIGN CAFETERIA, C E •ATr N T H N CTIO SAT ALf:ONNECTDTFFVa (A�CU� O. S REACTIONS FICA CO NE N ETC. INC-UDtNG PANEI,CtIF ANCHORAGE. GAGE, SPACING. FhSTENER OUAk?TY & S PA C ING F 4 D J H PANEL AN 8. ABE NICHOUB.RY REQUIREMENTS ID LORTHE MALL I THE ANE 0 F S VI F THERMAL F%PANSIUN AND CONTRACTION IN MICRO 0 ELECT ON r0 PROVIDE O OR TH .A R E O DRIER UI NOHIBIT 'UVL GAIN{ING'OFTHE/&FLOC 7. DESGN.IHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED SEALED AND DATED BY THE DES(GNA7ED'SPECIALTY' STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE CHARGE OF THE DESIGN 8 TDFSEL ECTION OF ROOFING PANELS AND MANIIFAC.TIIRER LOST MEET PIC APPROVAL OF IRE ARCHITECT METAL GAGE. ROLL PROFILE COLOR, ETC) I SPECIALTY ENGINEERING WORK SHALL BE PERFORMED BY KNOWLEDGEABLE PROFESSIONAL CNGI'FERSN'1!0'SMACTICWGO!SGfPLINFSHALLRf STRUCTURAL THEYSHhLLEIOLD CU RRENTVALIDREGISTRATKJNIN TFEESTATEUFFLORIO k$VPOFESdTONALENGINEENS THE'. GENERAL CONTRACTOR AND STRUCTURAL SUBCONTRACTORS ARE AOVSED THAT THE ARCHOEGI AND STRUCTURAL ENGINEER OF RECORD SHALL HAVE THE RUHT T'O APPROVE OR DISAPPROVE Of ANY INDIVIDUAL SPECIALTY ENGINEER. WITHOUT STATING THE REASON AND WITHOUT INCURRING ANY ADOR)ONAE. COSTS OR L IABIL RY TO THE OWNER, FHE ARCHITECT OF RECORD OR THE ENGINEER OF RECORD. ACCORDNGLY, F WOULD BE PRUDENT FOR THE 13 C. TO SUBAi'T THE OITA! ITECATf()NS OF THE PROPOSED °SPECIALTY'STRUC.TUR.4f. ENGINEERS). 10 THE STRUCTURAL ENGIFEER OF RECORD, PRIOR TO FORMALLY CONTRACTING FOR SUCH SERVICES THE'SPECIALTY'STRL'CTLTRAL ENGINEER IS CAUTIONED THAT ALL SUSIA TTTALS :. MUST BE PREPARED. AND SUBMITTED N ACCORD PN CE WITH THE STATE OF FLORIDA ADMINISTRATIVE CODE. CHAPTER SIG 15.31,'RESPON SIBiLTY RULES OF PROFESSIONAL ENGINEERS CONCERNING THE DESIGN OF STRUCTURES'. 1. TSTHEDELE(LATED SPECIALTY ENG INFERS RESPONSIBILITY TO REVIEW THE ENGINEER OF RECORD'S WRITTEN ENGINEERING CRITERfA REGAPDfNG THE SPECIALTY EN GREETING REQUIREMENTS A ORDER TO DETERMINE THE SCOPE OF WORK OF THE. SPECIALTY ENGINEERING 2 THE DELEGATED ENGINEERING DOCUMENT SUBMITTALS SHALL COMPLY WITH THE WR!REN EY<GiNEERiN^G REQUIREMENTS PREPARED BY THE ENGINEER OF RECORD 'A+RHN THE CONTRACT DOCUMENTS THE DELEGATED ENCH EERENG SUSMRTAL SHALL iBITTOE THE PROJECT NAME AND THE DESIGN CRITERIAUSED ON PREPARING THE SUBMITTAL I 3, IF THE DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN ENGINEERING REQUIREMENTS PROVOED BY THE ENGINEER OF RECORD. THE DELEGATED ENGINEER SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD TO RESOLVE THE CONFLICT I 4 THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATEOENGI(EERENG DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW ALL ITELEGATfO ENGINEERING DOCUMENTS SHALL BE SIGNED AND SEALEO SY THE DELEGATED THE ENGINEER OF RECOftD FOR TFIO E Eti GINEER, 0 SHALL BE CONSIDERED E S WH ST RUCTURAL tLEMEfi7S DESIGNED BY THAT ENGNEER). ANU SHALL tNCLUDE THE FOLLOWING INFORMATION A FRAMNG PLANS,DETAILS,CONNECTIONS, ETC ASREOUIREDTODEF NETHE CONFIGURATION AND STRUCTURAL CAPACITY OF THE STRUCTURAL I COMPONEN IS ANN SUN I HER ASSEMBLY IN i 0 A ^P I'RUCT URAL SYSTEM B COMPUTATtQNS HAVING AUEGUAI E DETAIL FOR THE ENGINEER OF RECORD TO! DETERMINE THAT THE SUBMITTAL WAS FULLY ENGINEERED AND DOCUMENTED. NOTE THE ENGINEER OF RECORD. WILL NOT PROVIDE A DETAILED REVIEWOF THE DFLEGATFD SPECW TY FNGINEFRNG CALCLII ATIONC THE STRUCTURAL ANALYSIS, STRUCTURAL DESIGN. DETAILING AND CONNECTIONS OF ALL EXTEBIBB WINDOWS. DOORS, STOREFRONTS CURTAN3WALLS, TANDAN'Y OTHER STRUCTURES WHICH CAUSE PENETRATION'S N THE EXTERIOR BURL DING ENVELOPE;, $HALL BE THE RESPONSIBILITY OF THE FABRICATOR ERECTOR 1 TH E DESIGN SHALL BE PERFORMED BY ADEL BOATED"SPECALTV' STRUCTURAN ENGINEER HOLDING VALID CURRENT REGISTRATION EN THE STATE OF FLOPIDA, WHO SHALL BE RETAI NED BYTHE CONTRACTOR WH0 SHALL BETHE NOINEE'ER O fRECORD f OR T PORTIONS FTISTRLC7O F TM SE STRUCTURAL ECEMENTS WHCHHF; tEDEStGNEO 2. SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE'COMPONENTS AMU CLADDING' PROVISIONS OF &SCE 7 1(. PP 1 A BASE WIND SPEED = 37MPH SBUILDING OCCUPANCY RISK CATEGORY= - II CEXPOSURE (SURFACE ROUGHNESS CATEGORY)- B"pD BUI!D!hGRENCLOSURE CATEGORY=HENCLOSED) (GG+D1 3 THE DE -EGA TED SPECIALTY STRUCTURAL ENGINEER SHALL PREPARE CALCULATIONS WITH T T OF ' RI A UI N AN APPROPRIATE REFERENCE 0 THE 2010 EDRIONO EF_D D B LO GCODE D.4LL APPRO RNA E SETT VKEA6ILITYLRRERFA t 4 N: P DRAWINGS ELEMENTS BE SUBh9fTTEDOT ARCHITECT FOR 'WHO ORAL INGS OR SUCH F HE INCH CT FOR REVIEW AND INCLUDEALL DESEGk CRITERIA. COMPLETE CALCULATIONS D SHALL CAL REACTIONS AND TYPICAL CONNECTIONS AT ALL CONNECTION POINTS, ETC. 5. DESIGMI DRAWINGS AND CAICULEO IONS SHALL BE SIGNED SEALED AND DATED BYTHE DELEGATED SPFCIATY' ST.RVCTERAL FNGNF1FR WHO WAS W RESPONSBLE CHARGE OF THE DESIGN, 6, PROVIDE DOORS, WINDOWS ETC- WHICH HAVE BEEN TESTED TO WITHSTAND THE SPECIFIED WIND IOADING AND PROVIDE EITHER 1 GAPE TEST DATA FROM! AN APPROVED TESTING LABORATORY OR A SIGNED AND SEALED SPECIALTY STRUCTURAL NCI 3N PA CONFIRM THAT E ANCHORAGE (FASTENING) Of END G CKAGE TO COt iRM rUL H G) HE ELEMENTS)TO THE STRUCTURAL FRMNE GODEN.I WITH THE 2D10 FLDRIDA BUILDING CODE. AND WILL WITHSTAND THE SPECIFIED WINO LOADING CRITERIA LIQ4TGAUGE GOLD FORMED STEFI FRAMING DESGN 0.ND BHDP:DRAWIMOS: THE STRUCTURAL ANALYSIS, STRUCTURAL DESIGN, DETAILING A14D CONNECTIONS OF A ALL LIGHT GAUGE COLD FORMED EXTERIOR STEEL FRAMING II, 8. ALL INTERIOR NON -BEARING PARTITIONING S SOFFIT RUSH HALL B SE THE RESPONSISILITYOF THE FASRICATOR+ERECTOR THE INFORMATION CONTANED'I IN THE STRU LTURAL CONTRACT DOCUMENTS, WHICH COVERS STRUCTURAL LIGHT GAUGE COLD FORMED FRAMING MEMBERS IS TO BE CONSIDERED ASA PERFORMANCE SPECIFICATION. I. THE STRUCTURAL ANALYSIS & DESIGN SHALL BE PERFORMED BY DELEGATED "SPECIALTY' STRUCTURAL ENGINEER HOLDING VALID CURRENT REGISTRATION' IN THE STATE OF FLORIDA, WHO SHALL BE RETAINED BY THE CONTRACTOR AND WHO SHALL I BE THE ENGNEER Of RECORD FOR THOSE PORTIONS OF THE STRUCTURE RHOSE STRUCTURA!ELEMENTS) WHICH NESHE DESIGNEE) NOTE THAT&"SPECIALTY STRUC.TURALENGINEERING'DESIGN,CONSTRUCTIONDOCUMENTPACI(AGEIS . REQUIRED NOT SIMP_Y A'TECHNICAL INFORMATION' PACKAGE 2 SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE'COMPONENTS AND CLADDING' PROVISIONS OF ASCE 7.10. A. ROOF LIVE LOAD' 20 ROSE e. LATERALWND!O AD' PERASCE 7-10 C BASE WIND SPEED = 137 MPH I 1 Y CATEGORY i D B11_DINRE(SUR AC RISK i I FA ROUGH ' E EXPOSURE (SURFACE UG ) "B" I F. BUILDING ENCLOSURE CATEGORY =(ENCLQSEDl loci =+I-018) 3. THE DELEGATED SPECIALTY STRUCTURAL ENGINEER SHALL PREPARE CALCULATIONS I WITH REFERENCE TO THE 2010 EDITION OF THE FLORIDABUfLDNG CODEAND ALL APPROPRIATE DEFLECTION AND SERVICEABILITY CRITERIA. CALCULATtoN9 SHALL I CLEARLYSTATEPLLASSUMEDDESIG.NLOADNG. DEFLECTION SMALL NOT EXCEED THE' SPAN DIVIDED BY 3M. DESNGN.5HOP DRAWINGS FOR SUCH ELEMENTS SHALL BE SUSMRTEDTO THE ARCHITECT FOR REVIEW AND SHALL INCLUDE ALL DESIGN CRITERIA. COMPLETE CALCULATIONS REACTIONS AND TYPICAL CONNECTIONS AT ALL CONN£CTIO N POINTS. ETC DESFDWSHOP DRAWINGS SHALL PROVIDE COMPLETE INFORMATION ON STUDS. TRACK, JOISTS. BRIDGING, BRACING, STRAPS, CONNECTIONS. ETC._ NECESSARY TO ASSEMBLE THE COMPONENTS INTOA SYSTEM HAVING APPROPRIATE STRUCTURAL INTEGRITY. ALL MEMBERS SHALL BE SPECIFIED IN THE SUBMITTAL, WHICH SHALL INCLUDE, MANUFACTURER AND REQUIRED STRUCTURAL SECTION PROPERTIES DETAILS OF ALL CONNECTIONS SHALL BE INCLUDED. ALL CONNECTIONS BETWEEN r r M LIGHT GAUGE COLD FORMED STRUCTURAL EMBERS HALL BE MADE SY VY'E N D G, OTHERWI . I UNLESS OTHERWISE NOTED 5. DESIGNSkOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED SEALED AND DATED BY THE DEEGATED'SPECIRLFY' STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE CHARGE OF THE DESIGN (NOTETHE SP CALTYENGINEER MAY AFTER RECEIVING PRIOR APPROVAL FROM THE ARCHITECT AND STRUCTURALE DURING HIS DESIGNRECORD. DMODIFYDETAT ANY DETAIL THAT HE DEEMS APPROPRIATE DURING HIS DESIGN AND DETAT; PROCESS 1 I B. Al.L LIGHT GAGE STEEL STRUCTURAL MEMBERS SHALL BE GALVANIZED ANO SHALL BE FORMED FROM STEEL MEETING THE REQUIREMENTS OF AS TV. A-653, E GRADD" (18 GAUGE AND THICKER M9ATERL4 WITH A MINIMUM YIELD STRENGTH OF 50 IAND AST M. A-653. GRADE B' (18 GAUGE AND THINNER MATE REAL WITH AMINIMUM YIELD STRENGTH OF 33 ISE,. 7. THE MINIMUM GAGE FOR STUDS USED FOR INTERIOR PARTITIONING SHALL NOT BE LESS THAN 20 GAGE- STRUCTURAL. (C46IN DESIGN THICKNESS) 1 SEE DRAWINGS FDA SIZE, LENGTH TYPE AND SPACING OE ANCHORS REQUIRED NOTE'. DRILLED N ANCHORS WILL NOT BE AN ACCEPTABLE ALTERNATIVE TO SPECIFIED EMOEUDEGANCHORS ANCHOR SOL IS, HEADED STUDS. ETC ) 2 CLOSELY FOLLOW ANCHOR E ILATION INSTRUCTIONS PROVIDED WITH TOE PRODUCT. BY THE MANUFACTURER. THIS INFORMATION INCLUDES DRILL TYPE AND DIAMETER FOR A GIVEN ANCHOR OR DOWEL SIZE, CLEARING INSTRUCTIONS FOR THE HOLE (REMOVAL OF ORILL DUST OR SLURRY BY COMPRESSED AIR AND WATER). AND MATERIAL IN T t T QUANTITY FOR A GIVEN APPLICATION S M A ION AND 3. REGARDING'EPDXY' ANCHORS PROVIDE ADHESIVES WHICH ARE MANUFACTURED MET OST. RIBUTED AS TWO PART (BASE -HARDENER) CARTREDGE INSTALLED WITH DOUBLE PLUNGER CAULKING GUN WITH AUTOMATIC MIXING NOZZLE SUPPLIED BYTHE MANUFACTURER. EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C 881 AN MUST DEVELOP& SPECIFICATION 12FOR TYPE I. 11IV V GRADES CLASS STRENGTH CARD D Q MIN IAIUM t2. 650 PSI CDT.IPRESSNE YIELD STRENGTH; AFTER? DAY CURE. PREFERABLE MANUFACTURERS AREAS FOLLOW' A. SIAPrOISTRONGTIE-SET'EPDXY B. HILT;M0' OTHERIAANANUFACTURER'S PRODUCTS WV_LNOT LA CONSIDERED UNLESS T: LABORATORY RESULTS ARE ALLOWABLE LOAD DATA. BASED UPON TESTING ABORATO RESU SUBMITTED FOR REVIEW AND CONSIDERATION OUR PREFERENCE FOR THESE PRODUCTS IS RASED UPON THE AUTOMATIC MIXING OF TOE TVA3 PARTS PRION TO DISCHARGE FROM THE GUN AND THEFT LITERATURE WHICH REPRESENTS CONSIDERABLE AMOUNT OF BACKUP TESTING 4. GENERALLY. ANCHOR DRILLED N DEPTHS SHOULD NOT BE LESS THAN B INCTILS WHENEVER POSSIBLE. WHEN ANCHORSARE INSTALLED THROUGH BRICK AND'OR VENEER. THE ANCHOR SHALL PENETRATE INTO THE BACK UP STRUCTURAL MASONRY OR CONCRETE AT LEAST 6INCHES S. WHERE DRILLEGN EXPANSION ANCHORS ARE REQUESTED IN LED OF CAST IN PLACE ANCHORS. THEY MUST BE REQUESTED IN WRITING BEFORE INSTALLATION AND C M-N FAT ADEQUATE 1 U' 4NRE MUST BE SUBMITTED AS QO U t THSUBSTITUTION OFURER'SE ER US THE SUBSTITUTION OF EXPANSION ANCHORS MAY LI MAY NOT SE ACCEPTED DEPENDING UPON THE LOADING ANDS MUST BE APPLICATION R . G SUBMIT SLEEVE ANCHORS. ALLEORSAON ERMITTSMUSTWLL BE REQUIRED ANCHORS. GENERALLY,IF EXPANSION APIND MO ARE 05ELY SPA THEY WALL BE SPECTO BEAT! EAST ONE I ANCHORS. SIZE LARGER AND MORE CLOSELY SPADED THAN THE SPECK LED EMBEDDED ANCHORS. d. MASONRYSCREWS SNAIL BE 1.N' DUWETER 1 I2"MIiNW,UM EMBEDMENT INSTALLED N DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER SCREWS SHALLBE MADE FROM TEN HURCRED SERIES WILL) NOT STEELAND SMALL BE FLUORUCAR60, ITAN" COATED PROVIDE TSCREWS BYSIMPSON STRONG TIE OR EQUAL 7. ALL BOLTS AND SCREWS TO BE HOT DIPPED GALVANIZED OR STAIN LESS STEEL TYPICAL FOUNDATION PLAN NOTES 6 LEGEND: I. REEERENCE(DATUMJELEVATIONUSED THROUGHOUT STRUCI URAL DRAWINGS IS THE INTERIOR FINISHED FLOOR ELEVATION OF THE BUT DING WHICH.IS ELEV. 0' 0' SEE ARCHITCCTURA M131OR CIVIL DRAWINGS FUR ACTUAE M S L ELEV 2 ELEVATION TOP OF TYPICAL FOUNDATION IS (-) V-4'. U N 0 1. REFERTOARC,HITECTURM,MECHANK',M.ELECTRICAI,&Pl LIMBNGDRAWINGSFOR LOCATIONS AND SIZES Of SLAB DEPRESSIONS AND THIRD SLAB PERETRAT TONS. O "F IC 14 VAPOR BARREEP. /. U N,O. TYPI INTERIOR V B ON GRAD TO BE 4 THICK FL bill R ( CAL E SLAB E t ) i T THE SITE IN FLAT SHEETS. NOT WITH 8%6- W A: W 1.A ING M. DELIVERED O t O NFINLMUS SLAB SOT STIRS RDLLEO GNAWED 1 iEXCES E5 FROM TOP OF SUIT ON J AT A I O COMPACTED TEETS OF 3 P MODIFIED NATURAL RGRADEMAXIMUM ANY NECESSARY FILL SHALL DE COMPACTED TO 95s4 IN MODIFIED PROCTOR CH AS S OILY DENSITYFI INCH ! INTER FINA'NING PROVIDE SAWCUT CONTROL JOINTS TO &DEPTH OF 1 NC PS SOON T SAWAND THE OPERATOR WI AS THE SLAB WILL AND TH SA WEIGHT OF THE 5 W D CUTWITHOUT DI DISLODGING SURF ACE DAMAGE AND THE BAY' WILL PRODUCE A CLEAN UU S SHALL NOT £XCE£D12fT O.C. EACH ANY AGGREGATE. SPACING BETWEEN SAW CUTSSNAIL WAY RTHE GFRT NERA! CONTRACTOR AIY CUT SEE ATE M SAWCUTLOCATIONS WITH THE ARCHITECT, PRIOR TO MAKING ANY CUTS. SEE FIBERME6H ALTERNATE I CRACK CONTROL . EXTLTI CI P. CJ: ND DATES NCH WIDE MASONRY WALL C AC OL JOINT O R ( 1 G J. FROM TOP OF REINFORCING TO TOP OF MASONRY' WALL ALL TIE REAM NCONTINUOUS THROUGH ACROSS JOINT SEE DE AILS ON SHEETS So RV T / P I C J' AYH RE PROVIDED AND RJ JOINT SEE DETAILS ON SHEETS SDl ROV DE VIWHERE f INDICATED ON PLANS. PROVIDE CONTROL JOINTS NOT INTERIOR SPECIFICALLY ND T T FT OC. CONTROL JOINTS IN INTERIOR WALLS AT SPACINGS NO O EXCEED 26 0 6 NO) INDICATES SINGLE VERTICAL REINFORCING BAR N A SNGLE SOLID GROUTED MASONRY WALL CELL ISEE PLANS FOR SPECIFIC BAR SIZE & LOCAT ION) REINFORCING SHALL ORIGINATE N THE FOUNDATION WITH A STANDARD ACT 90 BEURtE HOOK HAVING ADEQUATE LENGTH ABOVE )HE TOP OF THE FOOTING TO PROVIDE FORA FULL TENSION LAP. THE CONTRACTOR S CAUTIONEDTO COORDINATE POUR LENGTH AND SCHEDULE WITH THE RESAR DETAI.ER SUCH THRT FULL TENSION LAPS ARE PROVIDED AT ALL VERTICAL WALL REINFORCING LAP SPLICES VERTICAL WALL R EINFO (i SIMI I. EXTFNDTO AND 'AND TERMINATE CTHE TILE SEAM AT THE TOP E THE MASONRY WALL WITH A STANDARD AC1900LACEMENT WORT BEER' DETAIL IS AND SHEET SD2 FOR LOCATION OF LIAR PLACEMENT WTHIN FINE EELL(S;. NOTE UNLESS OF HERNNSE NOTED OR END AILED, VERTICAL WALL REINFORCING W WALLS BETWEEN LINTEL BERMES AND TIE BEAMS SHALL NOT BE LESS THAN THAT SHOWN TYPICALLY IN SOLID WAJ t BEYOND M.O. /. (at INDICATES DOUBLE VERTICAL REINFORCING tlARS INA SINGLE SOLfUGROUTED MASONRY WALL CELL (SEE PLANS FOR SPECIFIC: BAR SIZE 8. LOCATION) ALL PlROVMSK3NSOF NOTE TB.), ABOVE, SHALLAPPLY &. tpt INDIGOES VERTICAL MASONRY WALL REIN FORCING INTERRUPTEDSY MASONRY OPENING. PROVIDE REINFORCING BOTH ABOVE AND BELOW MO 9 FWIINDICATES WALL (OR CONNNUOUSSTRIP TYPE) FOOT ING "%%-INDICATES FOOTING SIZE N INCHES III (CFXX'F INDICATES COLUMN (OR RECTANGULAR PAD TYPE) FOOTING ')OC INDICATES FOOTING SIZE IN INCHES 11. DOC STEP) INDICATES STEP N FOOTING ELEVATION'XX'INDECATED HEIGHT OF STEP, SEE DETAIL ON SHEET 904 12. SEE FOUNDATION DETAILS ON SHEET SOT 13, SEE "DEPAH- TYPICAL NTERIOR MASONRY WALL BRACE%ON SHEET $02 FOR USE I WHERE INTERIOR MASONRY WALL DOES NOT EXTEND TO AND IS NOT SUPPORTED BY THE ROOF DECK BRACING SHALL HE PROVIDED AT ALL LOCATIONS WHERE WALL IS PNOT LATERALLYSUPPORTED AT INTERVALS NOT EXCEEDING B'-i GC. SUCH LITERAL SUPPORT MAYBE PROVOED BY INTERSECTING CROSS WALLS OR BY TIES TO AO.LA_ENT STEEL COLUMNS 14, THE CONTRACTOR SHALL PROVIDE SUCH FOUNDATION STEPS AS ARE NECESSARYTO PERMIT ALLBELOW GRADE PIPING TO PASS THROUGH THE STEM (FOUNDATION) WALL SETY EN THE BOTTOM ON AHOY AJD THE TOP OFTHE !E BO O HE SLAB 0 E FOVNQATION BELOW.PROVIDEOF THEMINIMUMLAAB OF FOUR INCH OF 901E BETWEEFOUNDATION ONE PIPE AND BOTH THE BOTTOM OF THE SLAB ABOVE AND THE TOP OF THE FOUNDATEIN BELOW. COORDINATE PIPE LOCAL ION WET HE PLUMBIOL AND CIVIL DRAWINGS. i5. PROVIDE SLAB DEPRESSIONS, SLOPES SLOPES TO DRAINS, EEC.. AS REQUIRED BY ARCHITEGTURADRAWNGS. COORDINATE WITH PLUMBING AND CMLORAWINGS FOR DRAIN LOCATIONS SEE'DETAIL TYPICAL RECESS IN SLAH'. ON SHEET SOT 16 PROVIDE AREINFORc RI CONCIN TC TIE SEAM AT 7HF TOP OF ALL MASONRY WA! LS (FLOOR LEVEL, ROOF LEVEL, TOP Of FREE STANDING WALL ETC-), UNLESS OT H ERVVSE 0 ON DRAWINGS, MIN HA BE 10 INCHES DEEP X WIDTH OF WALL. SHOWN I OR IN ;MUM BEAMS LL MINIMUM T Q 2- 14 REINFORCING SHALL IN 2 TESL SOARS COAT INUOV E TOP A . IS SEVERAL L FEET A v s EVEN I M.O. IS SfVE FEET BELOWT 2 N F BEAM C Ill O.0 ABOVE M O E E F RAC BELOW BOTTOM OF BEAM) iT BRACE FOUNDATION WALLS PRIOR TO BACF•LING AGAINST THEM TO PREVENT OVERSIRESS(NGAND ORROTAT ION OFM WALLBRACEALL WALLS UCH PROTECTION CON D GER U7N LOADS N OTHER TEMPORARY FORCES UNTIL SUCH ED AND FIN IS NO LONGER REQUIRE D ANO WAIL IS FULLY CONS; RUCTEU AS DESIGNED AND FINAL BRACING IS IN PLACE W J w J Oif D. A U• L7 Q W m IN LLUU a rn 2�_ Ui D, Y W w_ 1.1. -I � H 2 2 f 0 />_�I/ Ix //Qt� LV go J U Z V''^^ / -iO Im Q D C) a '^ LL 9 0 0 r re J CO J Z ai 2 C�C O U 2 9 a3 W W NZ I I c-,, N0: 12010.00 ".,,, _"__.._.W.,........".................. Dale O1/16/14 DMIYt1: SF/ RM7 Revised, IProW1�FMtpp IPMATfMN9 C04ITYTM�JfR1 THE MINI u4 IMITDINI coou. i02013 HARVARD JOLLY,_ INC. ICDTHESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. Slr� 2, 3 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. I <,.,,.e,,,..., ,..�,,.� • • 1 2 3 4 5 [0 7 A B C D E F G H :. II'-91/�" i. A _... 22'-10 I/1" A'-O" i. 24'•4' i- 12'-O' : In' -A^ : WF30 I- - - -------- ------ -----, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FT'6 ■ I u t EL.: (-J I'-4" 551 III' I � I • 1 hYP, ll.NAJ I L------ ---------WF30 --- L._---- At30--------- G.J.—�--- I • • --- -- — — — — ,- • 5 G _ _ _ _ _ _ _ _ _ _ _ _ _ ------------------------ _ _ _ _ _ _ _ _ _ _ _ _ _ ' I Al 551 I �I I 1 IIII I I I �• I �I I I il� I I II I II I I II. I OPP �0 g AND I I 55� I 9 !# L_ I - C WFDO I I WF3C CF46 I 3 I 5 ABOVE 6--_ J o I OPMG. .2" THICK CONC. FT'6 A/ %IS 15 LONG WAY BOT. 1 (9) 15 SHORT WAY GOT. I I e III I II III I� II III I II II oPPoslr 1 SIX I .I I I ^I I a I %I INDICATES COLUMN MARK N,MBER, SEE COLUMN ■ �SCHEOULE ON SHEET 504, TOP OF FT'6 I ' ,���iEEEE OPPOSITE 51DE (TYP. U.NA) • r FOR FT'6 SIZE 1 REINF. CF60 I I( F __--1 LF4G 5 I I I W- r—�— I _ _I 51M. I N JOINT LOCATIONS - — - L— — f--------- • .----+— �— 4—J I I 552 �I L _"OF INDICATES BAN CUT CONTROL JOINT5. I I CO TROL JO LGC ONS IN Hls AREA I I ARE CRITICAL ARCHITECTURALLY, SEE I I L _ _ — J ARCHITECTURAL DRAWING5 FOR EXACT o LOCATIONS. (REFER TO SHEET 5N-1 FOR (TYP. UN.OJ MAXIMUM SPACING OF JOINTS IN REMAINS AREAS OF THE BLILDINGJ I Ip q 2 II I � 55B TOP OF GROUND FLOOR 5LA5 EL.: O'-0' !TYP. U.NAJ '0'-0" • 6Pb9 CONCRETE SLAB THICKNESS : 4' (TYP. L.N.0) I I 4'-0" REFER TO SHEET SN-I FOR REQUIREMENTS. D' THICK CONC. FT'6 W/ GI Nore, GI I 1 r — — (5) 5 LONG NAY BOT. / SEE E / FOR FTC, 512E 1 REINF FOR SAN GUT CONTROL JOINT5 IN SLAB e I I I I (P) +5 SHORT WAY GOT. 5 LF60 ON SRAVE. REFER TO SHEET SN-I FOR I - I — b CF46 r — — — — 1 REQUIREMENT5. rF� _ 4 I g ral _ _ _ J I L — WF30 I I B j I I I � I L----J 5 I L —_ —J I 1 I L___ I I 1TOP(I OF FT-5 U.N.o) 552 UI • I ■ RI I I •'_ I �I I I I I IIII �� a I I I 1 1 ssI INDICATES SAW OLT CONTROL JOINTS. CONTROL JOINT LOCATIONS IN THI5 AREA I ' ARE CRITICAL ARCHITECTURALLY. SEE 5 I ARCHITECTURAL ORAWIN65 FOR EXALT — — — — — — — I I I LOCATIONS. (REFER TO SHEET SN-1 FOR MAXIMUM 5PACI OF JOINTS IN REMAINING AREAS OF THE BUILDINSJ -- - - I I F_ wF3o I '• I I I INDICATES C4 UMN MARK ME ANICAL LOWER ABOVE. I �R NUMBER. SEE COLUMN SEE "MEP' ORAWIN6 FOR I I1} I I SCHEDULE ON SHEET 5174. LOL kTION AND SIZE. SEE SECT. I 4 G2 G� 3 AT BOOK RETURN FOR • 551 T ' I SILL1 HEADER REOMNT5. • I I CF60 I CF46 �r -may I I I I SHADING INDICATES SEPARATE 10' THICK I CONCRETE HOUSEKEEPING PAD VU 15 a 121,TOP OF f I • O/L. MAX. EA. WAY DOT. 1 04 6 12' 0/C R ' I EI 4'6 NMA%. EA. WAY TOP. PAD 15 TO BE A I I I SEPARATE, ISOLATED POUR FROM THE !TY'P. L.N.OJ TYPICAL 4' SLAB ON GRADE. SEE DETAIL "THIOCENED CONCRETE SLAB AT l I ` I I MECHANICAL UNITS" ON SHEET SDI, I 551 pl ill° I 6 --- — -- WF24 ----- -- --- 6 • 1 I I I L----W-2`--- -- I .� j,• I I n I`t I- ...,. a I I 6 I -- — — — — — — — —- L; — I I Iry Gf I B I `I------1 I ■, I I ' ox ' L''I_ -----J h�. .�, — ---- — �'b II • I------- KNEE WALL- J :- NOTE: THE MA,ARITY OF THE PLAN DIMENSIONING IS PROVIDED ON THE ARCHITECTURAL DRANINGS. USE BOTH STRLCTURAL AND ARCHITECTURAL DRAWIN65 T06ETHER FOR BASIL LAYOUT AND CONSTRUCTION OF TH15 PRO_ECT. ANY OBSERVED DE56REPANCIES BETYEEN ARCHITECTURAL DRAWING DIMENSIONING AND 5TRULTURAL DRAWING SCALE LAYOUT 5HaLD BE SROU6HT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. PLAN NOTES AND HFINDICATES CONTINDU5 HAUNCH FOOTING AT NON -LOAD BEARING MASONRY WALLS, SEE SPREAD FOOTINS SCHEDULE ON 5HT. SDI FOR SIZE 1 REINFORCINS. YFXX : INDILATE5 CONTXOUS WALL FOOTING. SEE SPREAD FWT146 5CHECILE ON SHEET 501 FOR 51ZE 1 REINFOP4145. CFXX : INDICATES SPREAD FOOTING. SEE SPREAD FOOTING 5CHED6LE ON SHEET 501 FOR 51ZE 1 REINFORCING. OI INDICATES N 5 VERT, • 5'-4' O/C. (MAXJ IN GMT FILLED CELL (TYP. U.NOJ © INDICATES (I) 5 VERT. ■ 4'-0' O/C. MAX IN GROUT FILLED CELL ABOVE 1 BELOW OPENIN65. (TYP. UNAJ O INDICATES!2i •5 VERT, IN 6R0:J1 FILLED CELL. OTY OF AD -AGENT CELLS PER PLAN. (TYP. U.N.0) ® = INDICATES (U 5 VERT. IN IN GROUT FILLED CELL. QS PLACE (I) 5 VERT, IN GROUT FILLED CELL AS SHOWN EA, 51CIE OF STEEL TRUSS ABOVE. © : REFER TO DETAIL CRACK CONTROL STEEL AT INTERIOR CORNERS OF SLAB ON GRADE ON SHEET SDI. (7YP. UNDJ SF. INDICATES LOCATION OF STEPPED FOOTING SEE SHEET 501 FOR DETAIL C.I. = RDICATES MASONRY CONTROL -DINT. SEE DETAIL ON SHT. 501. NOTE: PROVIDE CONTROL JOINTS IN BRICK VENEER TO MATCH CONTROL JOINT LOCATIONS IN LM)JWALL 6' MAX OFFSET IF REO'D ARCHITECTURALLY SEE ARCHITECTUAL DRAWIN✓&5 FOR LOK.ATION5. = SEE MASONRY HALL INTERLOCKING DETAILS ON SHEET 502, (TYP. AT LOAD BEARING WALLS) NOTE: "WF' FOOTINGS ARE TO BE CENTERED UNDER THE CONCRETE BLOCK WALL5. NOTE: "CF' FOOTINGS ARE TO BE CENTERED UNDER WIDE FLANGE AND HSS. TUBE COLUMNS UNLESS NOTED OTHERWISE. NOTE: ALL COLUMNS START AT THE TOP OF FOOTING AND ARE CONTINOU5 TO TOP OR UNDERSIDE ROOF BEAMS. (UNLESS NOTED OTHERN15EJ SEE ROOF FRAMING PLAN AND DETAILS ON SHEET SD4. ANCHOR BOLT LENGTH REQUIREMENT NNLE55 NOTED 07HERWI5E) ALL TYPICAL COUNN ANCHOR BOL-5: 'FR4 �TION ABOVE OVE CONC. W • 1/2' R WITH DOUBLE NIM. T II T • THIOPES5 OF FOOTING. REFER 'SPREAD COVER FOOTING, ' AND DETAILS ON SHEET 5m). BOROM OF ----I NL —-30 ---------- B �F30 7GP OF FT'6 I L _ E_ J COORDINATE LOCATION OF BAR 2 • • WU CANOP5cola. /4' • 1-0" Y HANGER SSI 551 (TYP. UND) I - --- - -__- - - _- - - - - - - STRUT ABOVE. — ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. L — — — — — — — — J USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. I W U Z z O Lu a Do a: ~ JO 0 J J (A U. N Z Z a:O �Q — CC ^22U J LL N Z OU Z N I Co —No 2010.00 I ;Delve. 01 / 16/ 14 Drewn: SF/ RIv1T (Revised: E Ts nle,WomTSpor Urii`i�ylm�; rli :ME YN4ulA eu'Lo�iNo CODES Fp ®20T3 HARVARD JOLLY, INC. S1 A B C D E F G H SEE DETAIL 'STEPPED CONC. /// BEAM AT CORNER OF WALL' 1"/ SHEET SD3. (TYPJ C 4 I I a� Q ORAWIN65. CANOPY HANGER o STRUTS a 'WT' CONNECTOR ARE TO BE ATTACHED TO C.MU. WALL. — COORDINATE FINAL LOLTAIN WITH I AR'CHITELTllRAL DW65. Po, SEE DETAIL STEPPED COW, RNER TIE BEAM AT COOF WALL' ON SHEET SD3. (mJ -. b" STEPS HATCH INDICATES ARCHED CONC. BEAM TAB. c 16'cb' (SEE DETAIL B/552. LATES BEAM H o - - 553 b b I ai 4 TO.B. = 13 Io NOTE. THE MA,:CJRI7Y OF THE PLAN DIMENSIONING IS PROVIDED ON THE ARCHITEC AND ARCHITECTURAL DRAWINGS. USE BOTH STRLCTURAL PRMIN55 TOGETHER FOR BA51C LAYL7iT AND CONS TION OF TH15 PROJECT. ANY OBSERVED OESCREP IE5 BETYfEN ARCHITEC11.R4 DRAWING ssss� DIMENSIONING AND 5 TURAL DRAWING SCALE LAYOUT i SHOULD BE BRO16HT 0 THE ATTENTION OF THE ARCHITECT IMMEDIATI LY UPON DISCOVERY. J O a STEEL JOIST FRAM 16 PWV L r NOTES AW LEGS! w • INDICAT SEE DE 5 HELDED TIE -0157. IL ON SHT. 503. !TYPJ • U LL v 0 • INVICATI 5 BOLTED STRUT SEE DETAIL ON Q w m -01515. SHEET SM. (TYP UN O) w JI • INDILAT S A I"xl'xT/64' CONT. SOT. w a CHORD CHORD 061N6. LOCATE AT BOT. XTERIOR PANEL POINT. Q i (TYP, LN J SEE DETAIL ON SHT. SOS. y O• INDICATE (U ROW OF HORIZ.4 INNI/64' CONT. T 1 BOTTOM CHORD BRIDGING. ' ' ` V O• INDICAT (2) EGUALLY SPACED ROWS r OF HORIZNTAL 4 I'xl'x71b4' CONT. TOP 7 w BOTTOM RD BRIDGING. Q F O OF HD OF NORIZ (3)EO4 N SPACED T, TO AL 4 I°xl'x1/64" CONT. TOP 1 � BOTTOM BRIDGING. q� STEEL Z SI = SEE OET L 'SLOTTED BEAM CONN. O $ $ < AT ON SHEE OR MASONRY' 504. (TYP. UN.OJ n ggg E o O= SEE DEI AlIL STEEL BEAM LONN. WERE fS, 3 STEEL COLUMN' ES AM FRAMINTO WEB OF STEEL ON SHEET 504 N —" ^� E 4. o a s m Z O= SEE DETA L STEEL BEAM COMECTION S a h ir WHERE STEEL COLUMN BEAM FRAMES INTO STEEL KE5 AT ROOF" ON SHEET 5D4. w >.__._._..._._...._.._. __....._.............. _. 94 5EE OETA L 'COMECTION AT BEAM SPICED ABOVE OLUMN LAP PLATE.' ON SHEET 4. Oc SEE DETA L 'BEAM COMIELTIO:V AT END a MASONRY WALL WITH DOUBLE a FIN FIN PLA E." ON SHEET 504. Z W J — — — — — — — — — SEE DETAIL _ a� z� I. t€� /� wibz35 (7A.5. • I4'-6 3/4') N Z IV V i -- - -- - - - 8" 7E �•----.._.....__...._......_...� A-b' %5 (Comm NO: 1101 Q,QQ Date. Q1�16�14' SEE DETAIL 'STEPPED (ANC. TIE BEAM AT CORNER OF WAIL' ;Drawn: SF/ RMT i ON SHEET SD3. (TYPJ Revised. J i f B.: 14'4' INDICATES EXTENT OF [ PRE-ENGINEERED. PRE -FABRICATED CANOPY. SEE ARCHITECTURAL DRAWIN65. 'CANOPY HANGER - N STRUTS a "WT' CONNECTOR ARE TO J BE ATTACHED TO C.ML. WALL. COORDINATE FINAL LOLTAIN WITH ------------------,------------- , ARCHITECTURAL DW65. t TO —OF n''r..l7r (� JI AN sreclemA wl'�r Wmrl J' Q — — �— ;*n11w1Pu4 euunlNa wxs. A / a p £i Ej SEE DETAIL STEPPED LONL. ROOF A T�m20T3 HARVARD JOLLY, INC.; B' STEP 2 TIE BEAM AT CORNER OF WALL' OO F F 1CR/1M I I V PLAN q........................................................t �^ 551 SSI ON SHEET SDB. (TYP) Scale. I/4' • I'-0" � """'"`"'"" r a I TA.B.= la'-o" ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TIN EN, P.A. STRUCTURAL ENGINEERS. 9 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. `: S2 --I i I 11_ 11 1 1 1- _I_ I_ I I 1 _I I I 1 !I 71"lllr Tv III IF 11 1 11 1 _ _I 1 1 1' __ .1 _ L I I I' 4 WALL ZONES DESIGN LOADS. BUILDING CODE'. F'_ORIDA BUI_DING CODE 2010 _DI I iQN SPECIAL INSPECTION REQUIREMENTS. NONE (ENHANCED HURRICANE PROTECTION AREAS (EHPA)), NONE DESIGN WIND LOADING CRITERIA CODE- ASCE 7.10 R SK CATEGORY C7 BU LOINGS. CATEGORY II ULTIMATE DESIGN WIND SPEED V,_ = 137MPH (3 SEC GUSTS) NOMINAL DESIGN W NO SPEED V__, = 106 MPH (3 SEC GUSTS) EXPOSURE CATEGORY -6 BUILDING ENC_OSURE = ENCLOSED (GC, _ +I- 0. 18) W NDBORNE DEER S REGION - NO f I-1 W NO PRESSURE VALUES FOR UPLIFT PR a RES ALL TABULATED VALUES BELOW ARE ULTIMATE LOADS (MULTIPLY BY C 6 FACTOR FOR NOMINAL VALUE) ZONE 1 IS LOCA-ED MORE THAN DIS-ANCE (a) FROM THE EDGE OF THE ROOF ZONC 2 IS LOCA-ED WITHIN DISTANCE (a) FROM - iE EDGE OF --IE ROOF ZONE 3. IS LOCA-ED WITHIN DISTANCE (a) FROM _ACH ROOF EDGE AT EXTER OR CORNERS J ROOF EFFECTIVE AREA (50. FT.) _.. __ IC .. 20 T_.._. so 100 +(W) -(Psf) -(Ps') +(asf) -iW) +(psf) -(psf) :NE 1 _+(Psf) 32.9 11.7 _ 31.8 10.9 3_09 :NE 2 33.75T56.7 1 32.2 50.6 30.2 42.7 28.7 36.6 _ )NE3 33.75 56.7 32.2 50.6 30.2 42.7 28.7 36.6 E 2 C.H - 53.8 52.9 51.3 50.9 E 3 C.H - 85.3 69.0 45.3 28.0 :NE4 20.6 33.5 29.5 32.1 27.7 3C.3 26.4 28.93 )NE5 20.6 11.2 29.5 38.5 27.7 34.9 26.4 32.11 a (-OW ROOF) = 7 - 6" CLERESTORY EFFECTIVE AREA (EQ, FT. 10 20 51 loc _ _ { (1 I "(Ps°) +(ast) -(Ps) +IPaf) .(Rsf) +(psf) _ -(W) ZONE 19.5� _309 17.7 30.0 155 28.9 13.7 28.0' ZONE 2 19B 53.8 17.7 49.5 15.5 43.8 13.7 39.5 7ONE 3 19.5 79.5 17.7 74.4 15.5 67.5 13.7 62.4 ZONE 2O.H 68.1 68.1 681 68.1 ZONE 30'H. 111 100.7 87.0 76.7 ZO N E 4 30.9 33.51 29.5 37.1 27.7 3C.3 26.4 28.9 ZONES 1 30.9 41.2 ) 29.5 1_ 38.5 27.71 34.9__26.4t __ 32.1 a=10'-8" NET UPLIFT = GROSS NOMINAL UPLIFT MINUS 5 P.S.F. N WIND PRESSURES UPLIFT DIAGRAM AT LOW ROOF AND FORTE COCHERE Scab: II - I'-0' (5 N WIND PRESSURES UPLIFT DIAGRAM AT CLERESTORY Scab: 1/6' = 1'-0' (g)THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. USE OR COPY OF ALL OR ANY PORTIONS 10 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. cc cc m J U Z � U a (L cc J N '� ^^ �O co U a. W W N Z v Comm No: 12010.00 .....,....„ .......-- Date: 01 / 16_/ 14 Drawn: SF/ RMT Revised___..._...._.._.....,._......,_.. 'ro MIt/14uAI tc#NNnON3 ccLvv1 'tHc euenlNo i ¢ I i !a 2013 HARVARD JOLLY, INC. 5..._.„.._................ ... S4 f v iTUB. T� b ,EAT TION A" -"A" EA. SIDE. JOI57 BEARING DETAIL AT BOTTOM OP PARTIAL �1 HE 16HT COLUMN nl/ Saab: 5/4' = 1'-0' STEP TIE BEAM 50 THAT 10 DECK ANGLE 15 BOLTED INTO 50LIP CONCRETE. I i4 I I d 6' (4 5/4' 6AW HOT DIP 6ALV. CONT. YV 51b' 0 A307 ALL -THREADED RODS 0 Ib' 0/C NAK DRILLED 6' INTO PRE -CAST LINTEL 1 SET W 51MPEON STRONG TIE SET' EPDXY. (TYP. LNO) I I I I IRDICATES ARCFIITECTLRAI EXTERIOR BRICK VENEER. SEE ARCH'L. DWS's. FOR BRICK STACK PROFILE. — I f TOP OF PARAPET EL.: IB.", STEEL STUB COL PER SHEET 52. 3/6' BASE PLATE HV {4) 3/4' DIA. THRU ANCHOR BOLTS. (2 EA. 51DE OF COL) HT303 EA. SIDE UNDER COL. CUT 'T' STEM, A5 REO'D, 50 THAT 'WT' 4 BEAM FLANSES ARE FLLSH. (SHOP FABRICATE) �5TEEL BEAM PER RAN. NDTE: SEE DETAIL C/551 FOR JOIST SEAT ANSLE SIZE. METAL DECK DRS. EL.: VARIES il IFAD NEI6HT EL.: PER ARLH1. SILL HEIGHT EL.: PER ARCH'L. f�" I a TOP OF 51 — — — — — — — EL.: 0'-0" 5EE DETAIL A/551 FOR DETAIL AT BASE OF BRICK/BLOCK VENEER. III TOP OF FT'6. ` EL.: PER PUN r --� L__ —^J 4 SECTION 551 Scab: 514" = I'-0" TOP SOT. f 4 5"x5"40' x WIDTH OF — COLUMN vV ' BID" 6U55ET It CENTERED (VELD TO FLANGE OF COLUMN), CONTINOUS STEEL COL, PER PLAN. STEEL BEAM PER RAN. JOIST 5EARIN6 DETAIL G AT CON7INUOU5 COLUMN 551 5ca1e: 5/4' = I'-0" 3 SECTION 551 Scala: 3/4" =J'-0" r GROUT POCKET FLLSH V1/ TOP OF BEAM PRIOR TO 5ETTIN5 PARAPET BLOCK. TOP OF BEAM EL.. PER PLAN .+. SHADING INDICATED CONCRETE BEAM PER:. RAN. RACE STIRRUPS AT EA. SIDE OF—`- .JOIST POCKET. STIR, $PAGANS PER BE SCHEDULE EL.: VARIES RAN. J0I57 POCKET DETAIL 551 Scab: 5/4' =. I'-0' HTP43 AT CANOPY HANGER r — LOCATIONS. ATTACH TO HALL y H/ (4) 514, DIA. THREADED ROD (2 EA. SIDEJ SET IN 51MP50N STRONG TIE 'SET' EPDXY. (b" EMBED) . 1 PROVIDE I� A EDGE DI5T. TO CENTER OF BOLTS. (TYP) el PRE-EN&INEERED, PRE- / FABRICATED ALU,r „ANOPY BY OTHERS, L PROVIDE (2) 3/4' VIA. THREADED ROD DRILLED 6' INTO WALL 1 SET IN 51MPSON 5TRON6 TIE "5ET' EPDXY, ANCHORS REPLACE MFGERS 51J66ESTEO I/2' VIA. x 3" POWERS I LOK/EOLT INTO BRICK AT REAR CLIP ANGLE. I I r `-1 i T J VENEER. TYP PER ARCHITECT.--i I NOTE: Ist COURSE OF JT. REIN. PLACED B' ABOVE TOP OF _ FOOTING. . j— r 7 ! NOTE: 5EE ARCHITECTURAL DRAHItK-+i\ FOR DAM PPROOFING, MESH TYPE WEEP, INSULATION AND 6ENERAL CAVITY DETAILS. W OR B" BLOCK AT FIRST TW0 COAR5E5. (PER ARCH) FILL CAVITY SOLID YN/ 6RW7 BEHIND FIRST TWO COARSE5. (PER ARCH) MA50NRY VENEER DETAIL AT FOUNDATION 551 Scab: 5/4' = 1'-0' EXTEN1224"BEYOND EXTENT OF CANOPY. 6RWT CELLS MONOLITHIC SAA CUT WEBS AS REOD TO PLACE REINF, BELOA INDICATES 2 95 CONT, IN SOLID GROUT FILLED K.O. BLOCK KNEE HALL. EXTEND BARS ACROS5 ALL .OMB REINFORCING. NOTE: SEE SECTION I/551 FOR TYPICAL NOTES. B) SIM. W 3 N5 CONT. 2 SECTION 551 Scab: 5/4' = C-O' 5 SECTION 551 Scab: 5/4' = I'' JOIST MARINO/ v I 4 b'xb'y3/6' (4 3/4' 6A6V HOT DIP SALV. W. W 5/B' 0 A-301 ALL -THREADED RODS 0 16' 0/C. MAX. DRILLED W INTO PRE -CAST LINTEL / SET W 51MP50N STRONK TIE 5ET' EPDXY. MP. UNO) I I I I I I I I I INDICATES ARCHTECTTRAL EXTERIOR KICK VENEER. — SEE ARCk11. DMGb. FOR BR)GK STACK PROFILE I I I I I I f 01-11, SEE DETAIL A/551 FOR DETAIL AT BASE OF BRICK/SLOCK VENEER. TOP OF PARAPET __; . SEE CONN. DETAIL ON 5D4. MEAD HE16HT EL.: PER AROH'L. SILLIf16NT EL.: PER ARC.H'L. OI = POLRED CONCRETE FOOTING PER PLAN. SEE %HEDJLE ON SHEET 5DI FOR SIZE / REINFORCING. © 4' CONCRETE SLAB ON VAPOR BARRIER W/ 6x6 A20/ W20 WHM. REFER TO REQUIREMENTS 1 NOTES FOR SLABS ON 6RAOE ON SHEET 5N-I. ® SEE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET SDI. ® • SEE 'VERTICAL BAR SPLICE TABLE' ON SHEET 502 FOR SPLICE REOUIREMENTS. ® • VERTICAL MASONRY REINFORCING PER PLAN, SEE DETAILS I, 2, 1 3 ON 5HT. 50I FOR BAR PLACEMENT IN CELL. © IN OICATE5 HORIZONTAL MASONRY JOINT REINF. 6 16' 0/6. MAX. SEE DETAILS ON 514EET SDI. OF B" OR I2° CONCRETE BLOCK. ® • SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR SILL RE06IREMENT5. QP = LINTEL HEADER OVER MASONRY OPENING. SEE TYPICAL LINTEL DETAILS OVER MD.'s ON SHEET 502 FOR REMIREMENT5. @ • POURED CONCRETE BEAM PER PLAN SEE SCHEDULE ON SHEET 5D2 FOR SIZE 1 REIRFORCIN6. II • SEE DETAIL A/503 FOR STIRRUP SPACING OVER M.O.'s (TYPICAL) O • TYPICAL BAR LOIS7 BEARING PLATE. SEE DETAIL ON SHEET W5. (TYP) O STEEL JOIST PER PLAN. 14 MTL. DECK TYPE, 6ASE, AND WELDING REOMNTS PER NOTES 1 ROOF FRAMING PLAN. ® = 4 543'04" CONT. V = 2 05 CONT. IN SOLID 6RMT FILLED KO. BLOCK. O • 50LID GROUT CELL5 0 ALL BOLT LOCATIONS. ® • STEEL BEAM PER PLAN. ® • SEE DETAIL A/504 FOR COW OF DECK AT INTERIOR ROOF BEAM. ® • INDICATES HORIZONTAL MASONRY JOINT REINFORCING 0 16' O/C. MAX. PV 5/16' EYE / PINTS. ER" TIE ASSEMBLY • b' O/C. HORIZ. FIN15H TO BE HOT DIP &ALVANIZEO. OS oz W. FTJ SEE DETAIL Arz&. 0 • PROVIDE 14 6A. 5ALV CORRUGATED STRAPS AT 16' 0/C. EACH WAY (HORIZ. 1 VERTU AT POUTED CONCRETE. ATTACH W 1/4' 0 xI 3/4' TAPCON MASONRY ANCHOR. PROVIDE 3' MIN. CONTACT IN BRICK BED JOINT. ® • 4 3N3NI/4" CONT. HV 5/6' 0 A-301 THREADED RODS 6 16' 0/C. DRILLED 5' INTO MASONRY 1 SET IN SIMP50N STRONG TIE 'SET' EPDXY. © • BENT PLATE 1°0'xl/4" ;L.L.V) CONT. ® = I N5 CONT. IN SOLID 6RGIJT FILLED K.O. BLOCK. TOP OF FT'6. _ EL.: PER PLAN `� I SECTION 551 Scab: 5/4' = 1-0' ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN. P.A. STRUCTURAL ENGINES USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. MQ MMLL W J U Z z J 0 w m Q U U) � O p J ~ z Z 0 a:O J j LL IL Z J = NZN� SF/ RM Fro rd"ei�s ai IFr PLY .... I�On iu�lnrt�iR e000. T�H i i i i L 20T3 HARVARD JOLLY, INC. ! ec•� • I I I I I I I I I I I I I I I I A II_II /X II m CONCRETE BEAM BEYOND PER — PLAN. HOOK HORIZONTAL REINF. INTO ARCH POUR. Me= PO1.R BREAK -- NOTE: SEE ELEVATION 5/552 ..... FOR BALANCE OF -tqtLI IUN t N/ICD. kRITE BEAM NG a5 CON . TOP d BOT. MAX.. O/ n � X —: -5 BOT, ROLLED TO RADIUS. ` f - •5 ADD BAR DOT. AT BRICK SUPPORT AN6LE. (ROLLED TO RADUS) �d5 a 7 0/0. EACH WAY CENTERED W -1 90° HOOK EA. END. k 36" CONCRETE BEAM W 1 j _ ONT. TOP MIDDLE 1 SOT. m � X Idf 3 ! f I k I k rti II k xrr{arra��rr slr r. :r —rs.s — —.:�',' tt: I I E L A DETAIL AT CONCRETE ARCH Yo2 Solo. 3/4" = 1'-0" II-5/6' WIDE LONG. POUR HU ,- � ♦ m5 0 12, O/C. EACH WAY. EAC- �-. - ++ '�'"' 4C= Al AC I 90° HOOK EACH \OT .• i { j... r .: r .:..:... +�„ :,,,,,, . .. mot:•„ '� L r S. J .. k k !: r I -" ::�� ,.. .� �. a.... j �....:� — — — — — — — — — II I I I II I °e T-5/6'xlb GON RET (21 6 GONi. TO 1 BEAM A/ 0T, IEI I` [ I \- 2 x5 DOT. ROLLED TO RADIUS. 05 ADD BAR BOT. AT BRICK SUPPORT ANGLE. (ROLLED TO RAPL5) �x5 0 O' 0/,. EACH WAY, EACH FACE W ACI PO° HOOK EA. END, CONCRETE BEAM BEYOND PER _ -'--PLAN. HOOK HORIZONTAL REINF. INTO ARCH POUR. i = EXTEND CONCRETE POUR AT EAST JI ELEVATION TO ALLOW LOW 1 CONCRETE BEAM REINF TO HOOK I INTO ARCH POUR. _VERTICAL WALL REINFORCIN6 PER PLAN. I 6 € 1 I [ I B DETAIL AT CONCRETE ARCH 552 Scab: 5/4" • 1'-0' r I I I I I L I I r-- ------- I I L NOTE. SEE SECTION b/552 FOR TYPICAL NOTES. EL.: PER L 8 SEG-ION TOP OF 51.A8 O'-0' TOP OF CON,, BM.iL 7 SECTION 552 Scob: 3/4' • 1'-0' 0R 7 I I , I 4 b'xb'x3/V (4 3/4' 6A5Ei HOT DIP 6ALV. CONT. W'5/0' 0 A-301 ALL -THREADED RODS — 0 16' 0/C. MAX. DRILLED 6' INTO PRECAST LINTEL 1 SET W/ 51MF5C STRON5. TIE SET' EPo%Y. (E%TEND 24' BEYOND SISNJ 4 6'x6'k112' O,T TO AN 4 Tkbkl/2' LLB. (4 3/4' 6A6E) HOT DIP 6ALV. COW. (ROLLED — TO RADIUS) K 5/6' 0 x b' LONG HEADED STUD ANCHORS 0 1V O/C. MAX. OJT HORIZ. LE6 IN TIE SHOP PRIOR TO HOT DIP 6ALVANIZIN6 SEE 0/552 FOR DETAIL AT POURED ARCH. I I/ I I I SEE DETAIL A/SSIFOR DETAIL AT DOSE OF BRICK/ELOLK VENEER, TOP OF RAKED BM. EL.: VARIES FROM 25'-4" TO 25'-4' . EEC RIES . . 16 6ROl T CELLS MONOLITHIC. EXTE 0 24" BEY ND 516N. TOP OF CONCRE 0 Ir ., EL.: F I HEAD HE16W EL.: 154' - (AT H1-+MT POINT OF RADUS). 51LL HEIGHT EL.: PER ARGH'L. TOP OP SLAB PER PLANT' CENTERED UNDER @' BLOCK. OI = POURED CONCRETE FOOTINS PER PLAN, SEE 5CHMI-1 ON SHEET 501 FOR 51ZE 1 REINFORGIN6. © • 4' CONCRETE SLAB ON VAPOR BARRIER W 6x6 W2O1 W2O KA.M. REFER TO REOUIRENENTS d NOTES FOR SLABS, ON GRADE ON SHEET 5N-I. ® • SEE DETAIL CONCRETE SLAB E06C HAUNCH ON SHEET SDI. ® • SEE 'VERTICAL BAR SPLICE TABLE' ON SHEET 502 FOR SPLICE RE0/IREMENTS. OS • VERTICAL MASONRY REINFORCINS PER PLAN. SEE DETAILS I, 2, / 3 ON SHT. SDI FOR BAR PLACEMENT IN CELL. © • INDICATES HORIZONTAL MA50NRY JOINT REINF. 0 16. O/C. MAX. SEE DETAILS ON SHEET SDI, OF W OR 12" CONCRETE BLOCK. ® • SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'e ON SHEET 5D2 FOR SILL REGWIREMENTS. 09 LINTEL HEADER OVER MA504RY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.0.'s ON SHEET 502 FOR REG61REMENT5. ® • PORED CONCRETE BEAM PER PLAN SEE 664XUE ON SHEET 502 FOR 51ZE 1 REINFOR0N6. II • SEE DETAIL A/5D3 FOR STIRRUP SPACING OVER M.O.b (TYPICAL) O . TYPICAL BAR J015T BEARING PLATE. SEE DETAIL ON SHEET SDS. (TYP) ® • STEEL J015T PER PLAN. 14 MTL DECK TYPE, 6A6E. AND WELDING, REOMNTS PER NOTES d ROOF FRAMING RAN. ® • d 3'x3'xl/4" LONT. ® • 2 /5 CONT. IN SOLID &ROUT FILLED K.U. BLOCK. ® • SOLID GROUT CELLS 0 ALL BOLT LOCATIONS. 16 • STEEL BEAM PER PLAN. ® • SEE DETAIL AW4 FOR NMI. OF DECK AT INTERIOR ROOF BEAM. ® • INDICATES HORIZONTAL MASONRY JOINT REINFORCINS 0 Ib' O/C. MAX. W 3/16' EYE 1 PINTEL BRICK TIE A55EM31 Y 0 1V O/C. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (15 oz,5a FT) SEE DETAIL ASS. ©I . PROVIDE 14 6A. SALV CORRWATED STRAPS AT IW O/C. EACH WAY !HORIZ. 1 VERTJ AT POORED CONCRETE. ATTACH A/ 114' 0 .13/4' TAF4N MASONRY ANCHOR. PROVIDE 3' MIN, CONTACT IN BRICK BED JOINT, ® 4 5'4'xl/4 CONT W 5/6' 0 A-301 THREADED RODS 0 16' 0/C DRILLED 5' INTO MASONRY / SET IN SIMPSON 5TRON6 TIE SET' EPDXY, ® • BENT PLATE T"x5'04" (L.L.V) CONT, ® • 1 •5 CONT. IN SOLID GROUT FILLED KO. BLOCK. b SECTION 552 Score 3/4" • 1'-0" THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. MQ W II E U Z z O ///7 cw a� � JLL Ooo z 4 J u O Z O u 2 U CC cr Z d NZ IN 'Comm N_ jDate _ ' G Drew. S / NMT I' •',MS W+D �ECIFlGnaNs caMv�Y WIM� rr[ MINIMUM euIlnlNx: cwo. I I i02013 HARVARD JOLLY, INC, i .............: . ._........ : VVL �v IL �f � J— I I I I lippillII _. _.�...T __. ...... _... ____. _. _._._,..._.. 5SIDES,, TRU55 BEARING/ . TRU55 BEARING/ TOP OF 5TL. 9M1 TOP OF Cow- SM. ' V EL.: PER PJ N EL.: PER PLAN lb 3/8' x CONT. BEARING, PLATE b005162-43 6ALV. a E3 PLATE N 5/b" 0 x 6° LONG - 16' 0/C. MAX. 55B HEADED 5%D5 a .2" 0/C. i (STA56ERED) T150.66 6ALV. / / CANT. TOP. IS 'Ibl-U 5ALV. a- / 5EE SILL eHEADER/ NOTE: SEE SECTION 10/5E3 FOR 6' 0/C. MAX. (BEYOND STEEL TRIPS DETAIL TO THE RIGHT. PER RAN. 13EYDN. TYPICAL NOTES. 1 IN FOREGROUND) / PROVIDE OBL. STUDS EA. / SIDE OF EA. OPENING. / bOGT50-43 6ALV. bOO5162-43 GALV. / CONT. W/ 6005167.43. 16, O/C, MAX. NESTED) IS / 80Gn50-68 GALV. CANT. BOTTOM. b00T150-43 GALV. 7 •5 WIT. IN EA. OF (2) 4 CONT 50LID GROUT FILLED KO. - -OI5T BEARING/ TOP OF 5TL. BM. BLOCKS AT ELEVATION WHERE TRESS B CHORD HA INTERFACES NWALL. _ EL.: PER PLAN 1rnICAL slu AND HEADER DETAIL NOTE: STEEL STUD FRAMING 5HOHN INDICATES MIN, SIZES, GAGE, lb l SPACING. SEE 'LIGHT 6AUOE COLD FORD STEEL DgIBN / SHOP DRAWING' NOTE ON SHEET _ SN.2. 12 SECTION 553 5calc: 3/4" . I'-0" TYP i �ALb' xE5'GC,:TVERT.5J \ 1 TO MATCH SLOPE OF 3/4" DIA. THRU TOP CHORD. (I EA. SIDE BOLTS. (2 IN EA. OF IT, STEM) AN6_E SEAT) STEEL COL. PER PLAN. DETA L. 7RU55 SEAT CONNECTION AT WIPE FLANGE COLUMN i PLATE 6"x6'kl4 SA. 6ALV. CONT. NY p12 SELF DRILLING, SELF RIDGE BY. PER PLAN, TAPPING SLREYI.S. 12 SCREWS AT 1 COPE TOP A5 REOV EA. FLUTE, EA. LEG, TO IT AROUND 'T' FLANGE. CONT. BENT PLATE I/4'x6'x6' FOR DECK SUPPORT. I,. T„ _ EA. 12" ® 12' 1 1/4" 5TEEL PLATEHELPED TO TYP OF STEM.�7, / \� 41 /// CONNECTION DETAIL E AT TRUSS RIDGE RATE 3/b'xb`xIO" W/ (b) 3/4' DIA, x b" �a LONG HEADED STUDS. 'YP R106E TUBE PER PLAN, RIDGE BEAM F EMBED PLATE 553 Scale: I I/7" • I'-0" STEEL TRU55. OLAT'ON PER RAN, SEE TRESS PROFILE ON SHEET 54 FOR MEMBER SIZES 1 CONNECTIONS. b' WIDE x 12' DEEP x 5/8' THICK EMBED R W % 3/4' 0 x 6' LONG HELDED STUDS. BREAK FACE SHELL AS REO'D TO SET EMBED PLATE. I SECTION 553 Scab: 314' . 1'-0' TYP 114" 6U55ET It's • 24' 0/' NOTE: SHOP WELD BENT R ' W17}I 61fhEr5. 1 ' 10 1 1/4' BENT It CONT. FOR DECK SUPPORT. HORIZ. LEG TO MATCH SLOPE. VERT. DIM. TO BE VERIFIED AFTER STEEL 7RU55 15 FABRICATED 3/b' x CANT. BEARING PLATE RATE W/ $16" 0 x b" LONG HEADED STUDS 5 12' OIC. (STAGGERED) DETAIL DECK SUPPORT A BETWEEN 7RU55E5 AT WALL 553 50010: 1 1/2' = 1'-0' 14 3' i 1/4- BENT R. CONT. FOR DECK SUPPORT. HORIZ. LEG, TO MATCH SLOPE. VERT. DIM. TO BE VERIFIED TYP AFTER STEEL TRU55 15 FABRICATED. TOP OF 5TL BM. EL.: PER PLAN 1/4" GUSSET R's 0 24' O/C. (MAXJ NOTE: SHOP WELD BENT IE /Ib \" 0. /,.n.P " WITH GU55ET5. 07L� DETAIL DECK SUPPORT BETWEEN B TRUSSES AT STEEL SEAM R106E STEEL TUBE PER RAN. 1 CLEAR PROVIDE SLOT AT CONCRETE TYP Tom) BEAM TO ALLON STEEL TUBE �tHRL CONTINJdUSLY. r o- 0=0 II mo-- I mkm- G DETAIL 553 5wb: 3/4' = 1'-0' PLATE 3/b"x6"x1-5/b" W/ �2) 5/8' DIA, x 6' LONG HEADED STUDS. TOP OF GONG. &4. 3 EL.: PER PVW T TOP OF CONIC. BM. `f EL.. PER PLAN Q II I I 46 'xb'xI/7' L LEI. (4 3/4' SAGE) HOT DIP 5ALV. WIT (ROLLED TO RADWS) PU 5/6' 0 x 6' LC* N HEADED 5IDD ANCHORS 0 16' OX. \ MAX 10 SECTION 553 5calc: 5/4" • I'-0" HEAD FETE EL.. 10'-b" SEE OET/ ARCI BUILDING 5E0ION NOTES l LEEB�LLI Oj • POURED CONCRETE FOOTING PER PLAN. SEE SCHEDULE B g ON SHEET SDI FOR SIZE 4 ' REINFORLIN6, Q • 4- CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2D/ W2.0 WWM. REFER TO -� j REQUIREMENTS 1 NOTES FOR 5LAB5 ON GRADE ON SHEET 5N-1. U LL • ® SEE DETAIL CONCRETE 5LA5 EDGE HAUNCH ON SHEET SDI. p m WN ® • SEE 'VERTICAL BAR SPLICE s w 3 TABLE' ON SHEET SD7 "OR 5RICE REGUIREMENT5. OS a VERTICAL MA50NIiY REINFORCING PER Q Z l PLAN. SEE DETAILS 1 2, 1 3 ON 5HT, i 501 FOR BAR PLACEMENT IN CELL. y g © • INDICATES HORIZONTAL MASONRY JOINT REINF. • 16' 0/6. MAX. ME ; U Y DETAILS ON SHEET SDI. O : b" OR 7" CONCRETE BLOCK. OB • SEE SILL NOTE ON TYPICAL LINTEL ) ` Z I. DETAILS OVER MD.'s ON SHEET ^: r Q Q a W-2 FOR SILL REGLAREMENT5. H i Q9 LINTEL HEADER OVER MASONRY OPENING. SEE TYPICAL LINTEL I DETAILS OVER M.O.b ON SHEET n j 50.7 FOR REQUIREMENTS. OO • POURED CONCRETE BEAM PER RAN 0 °' g ` SEE SCHEDULE ON SHEET E02 FOR SIZE 1 REINFORCING. 6 n , ^ ,P n m 0 II • SEE DETAIL A/5D3 FOR STIRRUP SPACING OVER M O.'e (TYPICALi ; p g E °f 0 • O TYPICAL BAR .GIST BEARING B c m 0 t a Ft PLATE SEE DETAIL ON SLEET `. 503.(TYP) I Y -� c c ¢�Q tiS �OO.mrQ 0 13 STEEL JOIST PER PLAN. „ .... ..... ..._. ..................... -. _...., 14 MIL, DECK TYPE, GAGE, AND } s WELDING REOMNTS PER NOTES 1 ROOF FRAMING PLAN. ; Q L R- 15 4 3"x3NI/4" CONT. I- Ib 2 15 WIT. IN SOLID &RMT .E� Z FILLED KD. BLOCK. ai Z g ,� IT • SOLID GROUT CELLS 0 ALL BOLT LOCATIONS. ID • STEEL BEAM PER PLAN. S i 19 • SEE DETAIL AW4 FOR CON. OF DECK AT INTERIOR ROOF „I BEAM. ® . INDICATES HORIZONTAL MASONRY W JOINT REINFORCING 0 16' G/C. MAX W W Eft' EYE a PINTEL BRICK TIE ASSEMBLY 0 Ib' 0/C. HORIZ. FINISH F e~� ' TO BE HOT DIP GALVANIZED. (15 OxFA. FTJ £ N 3 SEE DETAIL A/551. QI • PROVIDE 14 6A. 6ALV CORRUGATED 2 „.__..,..._. _.. ....._.._...... _ STRAPS AT 16' C/C. EACH WAY NORIZ. 1 VERTJ AT POURED CONCRETE. ATTACH e j W//4' 0 xl 3/4° TAPCON MASONRY ANCHOR. PROVIDE 3' MIN. CONTACT IN BRICK BED JOINT ® • 4 3"x3NI/4" CONT. W/ 5/8' 0 A-30'1 THREADED RODS 0 b, O/C. DRILLED S"INTO 3 ' MASONRY t SET IN SIMPSON STRONG TIE 'SET' EPDXY. = BENT RATE T"x5'x1/4' (L.L.VJ ¢ '. CONT. i ® • 105 CONT. IN SOLID ORCU7 FILLED K.O. BLOCK. OmmNO: 12010.00 ate 0,116/1 SF/ RMT io �nie eyisr .�,W..K.._.._....�..TMe_.�: i I�HE�4WIE-HEILOINC PLT 'MIMj I SEC,r ION 02013 HARVARD JOLLY INC.j 553 Scale: 3/4" . I'-0" ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. SSJ USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. LNAUTHORIZED USE WILL BE PROSECUTED ! I I ! I 11 1 1 1 NOTE: PROVIDE 3" CONC. ,',OVER TYPICALLY NOTE: PROVIDE 3' CONCRETE LOVER. NOTE: SFREAO FOOTIN6 5G1 IEPULE EXCEPT O' LOVER AT AT ALL STEEL BELOW GRADE. CENTER FOOTING BELOW MK. 51ZE DEPTH REINFORCEMENT NOTE5 FORMED EDGE 15 STEEL COLLMON (TYP. LNAJ' (1) CONT. SEE PLAN OR COLUMN NEOPRENE E J. FILLER. TRU55 TYPE HORIZONTAL MASONRr WA L Jcwr REINF. PROVIDE VERT. REINF. M 16' Olc 'aT AT CONTROL (•i INDICATES DEPTH OF SAW OUT REFER TO REQUIREMENTS FOR PROVIDE SEALANT AS SPECIFIED SLABS ON GRADE ON SHEET sN-I ON SHEET 5N-i. _ — — — I \ �) u5 LONT. SCHEDULE FOR COLLMN SIZE SEE TYPICAL SLAB AI , TH15 CONTROL JOINT DETAIL, TH15 BASE R • ANCHOR SHEET, HFIb b" CONTINUOUS L2" THICK (3i 05 BOTTOM CONT. " 5 TOP B BGT. GONT., p3 e 5ROVITED CELL EACH SIDE JGIN75J. BLADE OF SAW THIGKNE% _ rt -- iy m\\ BOLTS PEREPLAN. W 24 24 GONTI%OUS 2" THICK STIRRUPS 6 24" G/G. MAX. OF JOINT,(REINF. SIZE PER �� SLA9 PER FLAN OR — — — — — — �- — WF3G 30' CONTINUOUS L?" THICK 24T PLAN;, 5EGTION. STIRRUPS B a/C. MAX. VAPORDETAIL T LEVELING 1/1' THICK E. BED DABL. NUTS 0 ANCHOR — _ — — — — — — — — — CONCRETE TS — 5LAB EDGE HAUNCrf TOP STEEL PER GF48 4'-0' X 4'-0" b" THICK 5 #5 EACH WAY BOTTOM GFbG 5'-0" X 5'-0" Ib" THICK b 05 EACH WAY BOTTOM � NO SCALE:' ,STEP vEP H — — i ~ ! — (1�RE iU SCHEDULE. VERT CA JOINT FROM TOP of FOOTING TO TOP OF TIE BEAM. ER TO CONTROL JOINT qj PER RAN. !e' BOTTOM STEEL PER %j_. AT TIE SEAMDETAIL - _________ FOOTING SCHEDULE CHEDULE RAKE -DINT APPROXIMATE • INDICATES 3" CGNL. 3/4" AND GAJLK. --_ - -- - - ----- BOT. I SIDES ]/4_ CONTROL JOINT DETA I L -PARED "T" 'COVER, CONCRETE FOOTING I/4" PER PLAN. SEE ' INDICATES ]" MIN. E TYP. MASONRY JOINT NO SCALE: VAPOR BARRIER. = BLAB THICKNESS 3 x TPER PLAN. CONC. COVER ABOVE LENGTH !WIDTH PER FOOTING SCHEDULE. ON SHEET SDI FOR SIZE / R 51ZE DETAIL CONTROL TO P STEEL REINFORCING. TYPICAL SPREAD FOOTING DETAIL NO SCALE' DETAIL TYPICAL RECESS IN SLAB NO SCALE: NO SCALE: _2" CONC. LOVER ALL b" LAP (I) BAR IN A SOLID 6R0JTEO CELL. DOWEL OUT OF FOUNDATION. PLAOE ISC TWO TIES AT I/2" NORMAL SPADE. REIN!F. BE OW GRACE. TIES. CLASS "0" TENSION LAP. NOTE: TOP O CORNER BARS ON PROVIDE CORNER B 5 AT TOP TOP OR BELOW CANT. HOOK INTO ROOF TIE BEAM. ALTERNATE: ALTERNATE SAWCLT CONTROL IT LONGITUDINAL REINF. AND DOT, STL. TO MA GH BAR CORRECT CRACK PROVIDE FORMED DIAMOND AROUND COl.I,MN. LOLIIMN REINF. — SIZE d COLNT OF MO HEAVILY FOOTING FRAMING NOTE: ALL IOJ' BARS ARE - o - - GOLD JOINT: BREAK POLR DOWELS. IREISFOARCTD TO EXTEND TO WITHIN 3' EXTEND OF EXTERIOR FADE OF FT'6. Ci - ALONG COLLMN LINE - P0jR IN LHELKERBOARG PATTERN PROVIDE WILDING PAPER BETWEEN I/Q TYPICAL PMRED CONCRETE FOOTING PER PLAN. SEE SCHEDULE LAN¢ TO RELLGE TEMPERA7LRE - �, SLAB AND COLUMN. — — TIE SPACING. ON SHEET SDI FOR SIZE d °dJ SPLICES MAX. 5PAGING BETWEEN FILLED CELLS PER PLAN. CRACKS. p \p — — REINFORCING, DETAIL REINFORCEMENT KEY ON PLANS. 1 I pp yy TOP OF FOOTIN6ii NO SGAL6 EL.: PER PLAN _tz� p\\pp\ _ _ TOP L PER FAZE OF CONCRETE FOOTING. 'I 'I INDICATES PARTIAL HIST, DOWELS FTO TO SILL AND OR HEAD 70 ROOF TIE BEAM, yy9 �p i CONCRETE GOLLMN _ _ FOOTING �aE� HEWLE. v DETAIL WALL RE I NFORC N6 TYPE 'ER PLAN. BOTTOM STEEL PER F'0071N5 SLHEDLLE b' LAP !TYPJ 6' LAP (TYP; 'INDICATES 3' CONC. COVER, BOT, / SIDES FT6 SIZE AND REINFORCING FAG G CONCRETE SDI NO SCALE: rr pry/ C� I PIGAL ON GRADE NOTE: CENTER FOOTING BELOW PER PLAN AND SLHEWLE. FOOTING. 1 1/4" CLEAR TYPICAL. "L�^/1AB CONTROL NT DETAIL •• INDICATES Y' MIN, GONG. COVER ABOVE WIDTH C.ONLRETE COWMN (TYF. U.NAJ. . TOP STEEL. DEPTH 1 WIDTH PER FOOTING SCHEDULE DETAIL CONCRETE FOOTI N6 —INDICATES MIDDLE PER FOOTINGSC SCHEDULE. NO SCALE: DETAIL CONCRETE FOOTING 4 CORNER REINFORCING CONCRETE COLUMN REINFORCING DETAIL PREFABRICATED CORNERS ff TEES \ NO SCALE: MAX. SPACING BETWEEN FILLED CELLS PER PLAN, `CE L DO RB IN A SOLID FORD T DELL. WHEL 0Ui Of FOLNDATIGN NO SCALE: NO SCALE: HOOK INTO ROOF TIE BEAM. I NDICATES MIDDLE BARS = KEY ON PLANS. - CONCRETE SLAB LLA55 'B" TENSION LAP. PER FOOTING SGHEDLLE, PER PLAN LINE OF GONG. LOVER t SECTIONS. 5EGTION " x°-"X" 2 DETA 1 L WALL RE NFORG I N6 TYPE BE RO OP OF FOOTING z a COLD JOINT. /—THICKNESS CONCRETE SLA80N VAPOR BARRIER. g NO SCALE: TIE BEAM REINFORCIN5 5 SHALL RLN CANT. ACROSS OP OF 5L :o CONTROL HINT _ ---------, r----_--- COLUMN BASER ,•. •, - - - -- - I1/4"CLEAR TYPICAL. I�---__� BELOW. .� ���� : ��-. - m FACE OF CONCRETE I �+OR `fi FOOTING. - BLOCK WALL SIZE AND RCHEDU gUPROVIDE : - ----EL.: �`SS FTOBPLAN E CORN R M� PAN AND SCHEDULE.=in PER ��DD ——POURED CONCRETE FOOTING HAT BARPFT'6 51ZE / GOLN7 OF MORE HEAVILYPER 7FLAN. + • 3"CLEAR MIN. PER PLAN. SEE SGHEDJLE ON REINFORCED FOOTIN5 FRAMING (Zi BARS IN EACH OF 1 ya `� _ THIS SHEET FOR SIZE AND of REINFORCING. INTO,HINT. BREAK LONTINUitt OF!ttPICAU` CONTROL JOINT, HORIZONTAL MASONRY MAX. SPACINS BETWEEN FILLED CELL5 ADJA'.ENT FILLED LELLS. NOTE: PLACE CORNER BARS ON FOOTINNG LONG RETE -G1NT REINFORCING AT DOWEL O,T OF FOUNDATION. NOTE: VERTICAL REINFORCINS HOOK INTO ROOF TIE SEAM. 3' CLEAR NOTE: g COVER (TYP CENTER FOOTING BELOW ALL u TOP OF OR BELOW LON7. LONGITUDINAL REINF, CONTROL .OINT. SIZE d SPACING PER PLAN. MASONRY WALLS WHERE NO T = KEY ON PLANS. M SIZE PER PLAN BRICK VENEER 15 SHOWN � (TYP. L.N.OJ DETAIL HORIZONTAL MA5ONRY JOINT TYP I GAL SLAB ON GRADE AND SCHEDULE DETAIL CONCRETE 3 DETAIL WALL RE NFORG NG TYPE DETAIL GONTI NU01J5 REINFORCEMENT AT CONTROL JOINT CONTROL JOINT DETAIL NO SCALE, CONCRETE FOOTING NO SCALE: FOOTING INTERSECTION NO 5CALE: sD1 NO SCALE: NO SCALE: E%TRA PIECE. EMEND 1'-0" EXTRA PIECE, EXTEND 3'-O' INDICATES (1) VERT. BAR EACH 51DE GF STEP, BEYOND WINDOW BOTH ENDS. BEYOND WINDOW BOTH ENDS. 4'W 4" (FDN. TO TIE BEAM)TIE '4TOP BEAM PER COURSE. IMIN CONCRETE 5LAB SEE PLAN OR COLUMN BARS TO MATCH %HED6LE FOR COLUMN �THILKNE55 FER FLAN 51ZE t TYPE. 1 SECTIONS. LONGITUDINAL REINF. L RE5AR 51ZE d GUANTITY (—L) TOP STEEL HIGH SIDE T , , LINTEL HEADER OVER MASONRY OVER LINTELOPENIH - PER SCHEDULE. LLA55 "B' TENSION TO TOP STEEL LOW SIDE. (Z) SEE LINTEL GOLD JOINT. CONCRETE SLAB ON W =WIDTH OF WALL LAP TYP DETAILS OVER M,O.'p ON SHEET 1 o - VAPOR BARRIER. BOX FOR REQJIREMENT5.� :o q — — ELEV. TOP OF SLAB BASE R ANCHOR BOLTS PER PLAN. POURED N. SEE S E FOOTING PER PLAN. SEE SCHEDULE ON REINF. PER FT'6 SHEDULE. < tL < 1 — — — — — — — — — — — — — — ELEV. 70P OF - THIS SHEET FOR SIZE AND n - II REINFORCING. — — r - 1 — — — z FGO71N5 DEPTH PER 5CHEGULE. m PROVIDE I/] THE GJANTITY — — — 1 OF DOWELS TERMINATED BY FOUNDATION — — r — — - f ' READ. M0. IN 50LID 5ROUTED ' — — m BOT. STEEL HIGH SIDE DELL A7 EA. SICE OF MA. (ONE BAR MIN. EA. SIDE; EXTRA PIECE. EXTEND ]'-0" 3° CLEAR (MIN) LONG. COVER AT PERIMETER OF BASE Ie. 1 - VAPOR BARR ER. - (f TO SOT. STEEL LOW SIDE !—L) RION p 1 I 1 1 FROM FOLNDATION TO TIE BEAM. BEYOND WINDOW BOTH ENDS. NOTE: PROVIDE AT LEA57 ;2) REINFORG°D Rses ABOVE OPENINGS. X SECTION DETAIL CONCRETE 16' MINJ WF = W • b ?16'. SLAB HAUNCH TOP STEEL PER SCHEDULE DIAGONALS BARS. SIZE / on. ' INDICATES 3'GONG. LOVER BOT. 1 SIDES — — — J — — — — d5 CONTIN LIDI 1COl DETAIL JOINT REINFORGEMENT NO SCALE: NO 5GALE: TO MATCH LON6ITLDINAL REINF.6ROIT STOP STEEL HIGH SIDE TO BOT. (Z) STEEL LOW SIDE) CONCCOVER ABOVE FILLED KA. I WALL WITH OPENING5 RUNNING BOND TYPICAL STEPPED FOOTING REINFORGIN6 TOP STEEL, DETAIL I NO 51-ALE NO SCALE: tED 11 I II I I BY REODRMMAT", z 05 x 4'-0' LONE. I I I I I I TOP COURSE v PER 'MEP DRAWI ]°'LEAR INDICATES COVER TYP LAG GL AR FROM TOP OF SLAB. PROVIDE CHAIRS 70 MAINTAIN BAR ,. PLACEMENT DURING Pg1R. AD BY PLYHOOD FORMWORK LLK ETRAC70R. I I I I I I 1 TYPICAL DOWEL(VERT, WALL REINFJ LAYOUT o ;o i MECHL.LNIT. 10' THICK 5LAB. 5EE - / \ / - \- - INTERIOR CORNERFMN�ATICN DOWELS PER PLAN.' I PER FOUNDATION PLAN. 1 I1 11 11 e FL IN FOR SIZE 4 ACIN5 x / \ NO OF SLAB ON GRADE. — — — J — I II II I i OF REINFORLINS. 5LAB ON SPADE \ _ �— ELEV. TOP OF A._ PER PLAN. :2.,(TYP — — — — L FOL'NDATIGN TGP DF 5LP8 o EL.: O'-O° — --- - - CON6ITLDINAL REINFORLIN6 SHALL RUN CONTINUOUS ACROSS JOINT OR EXTEND FOUNDATION PER SLAB OPENING GOLLMN,- <. A FULL CLASS "0' TENSION LAP BEYOND PLAN. WALL PENETRATION ETC. BULKHEAD. FOUNDATION GOLD TYPICAL DIAGRAMMATIC DETAIL OF DETAIL GRAGK CONTROL STEEL AT JOINT DETA L HVAG ROOM WALL DUCT PENETRATION DETAIL JOINT RE NFORGEMENT WALL WITH THIGKEND CONCRETE SLAB INTERIOR CORNERS OF SLAB ON GRADE NO SCALE: LINTELS $ VERT. WALL REINFORGIN6 WALL WITH NO OPENINGS RUNNING BOND AT MEGrIANIGAL UNITS NO SCALE: NO SCALES (WHERE OT MA. IS SPECIFICALLY N NO SCALE: DETAILED OTHERWISE;. NO SCALE: @THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. Q M: W J U Z z D V a 1.i. �a:0o J LL Z J Z c6 o: 0 } U F_ N Z pro�TH µ� oFlrWrwnoNs m�1�v�TMWrtH,'. m[ 11NV IP A�euunlNc cWfs. ;m 2013 HARVARD JOLLY, INC.I. .................... .................. ...... ....,. _......, SD1 Ip: LAYER TOP STEEL 2rd LAYER TOP STEEL �('�F REOLIRENOTE T NOTE: TO SPLICE AT NAN AND _ HOCK INTO 5UPPCRT :L.NG) MIDDLE 51EE'- (IF REOIIRED) I' STIRRUPS PER 51-HEDULE NOTE: PLACE let STIRRUP AT 1/2 NORMAL SPADE CLEAR FROM i l FACE OF 5,FPORT — �2rd LAYER BOTTOM STEEL (IF REOUIREVi let LAYER BOTTOM STEEL WIDTH NOTE. AT SUPPORTS NN 0; LONG. STRENGTH: 4000 P.5.1. REBAR GRADE: A& S 60 TYPi GAL CONCRETE BEAM DETA I L NO SCALE: TOP OF CONCRETE BEAM ELEVATION PER PLAN �. b'x16' POURED CON,, TIE BM, I, I N 2 e5 TOP.2 ^5 BOTTOM 03 STIRRUPS 0 24'0/1- 03 STIRRUPS 0 6' O/G OVER OPENINGS. (bt STIR. 0 3' BEYOND SUPPORT FACE) VERTICAL WALL REINFORCEMENT TO EXTEND INTO TIE BEAM H/ STANDARD AGI PC' HOOK. DETAIL TYPICAL CONCRETE TIE BEAM (TOP ALL MASONRY WALL U.N.0) NO 5GALE CONCRETE RE NFORC I NG BAR LAP 5GHEDULE Fc= OOO P.5.1 GOMPRE5510N LAPS GLA55 "B" TENSION LAPS GLA55 "B" TENSION LAPS TOP REINFORCING (f) 5TRLGT. ELEMENT N.A. ALL OTHER 5PLIGES F007IN65 THICKER THAN 2" BAR SIZE REG'D. LAP (IN.; REO'D. LAP (INJ REG'D. LAP (IN.; 3 12 Ib 21 4 13 22 28 5 16 27 35 6 I a 32 42 7 22 39, 41 8 25 43 56 9 25 45 63 10 32 5b 76 II 35 11 93 CONCRETE RE NFORC NIS BAR LAP SCHEDULE FGF 000 P.S.I GGMPRE5510N LAPS GLA55 "B" TEN51ON LAPS GL.A55 "B" TENSION LAPS TOP REINFORCING * ELEMENT NA. ALL 5PLIGES NOT APPLICABLE THI5 JOB BAR SIZE REG'D. LAP !INS REO'D. LAP (INJ 3 12 16 Ib 4 13 IF 24 5 Ib 23 30 6 9 31 40 1 22 42 54 8 25 55 11 9 26 ba 9O 10 32 bb 114 11 35 105 140 DETAIL TYPICAL CONTINUOUS CONCRETE BEAM No scAl E, LEGEND: TYP. CONT. BEAM NOTES ® PLACE FIRST 5TIRRiP AT 112 NORMAL SPACE FROM FACE OF SLPPORT. (a NORMAL STIRRUP SPACE PER SCHEDULE OR NOTE. © 5PLIGE CONTINUOUS TOP STEEL AT MID -SPAN LNLE55 NOTED OTHERWI5E. PROVIDE CLASS "B" TENSION LAP ;U N.O.) ® STANDARD A.G.I. HOOK ® CONTINUOUS TOP BARS QF CONTINUOUS BOTTOM BARS (*E TOP REINF. 15 DEFINED A5 HORIZ, HL/ MORE THAN 12" OF FRE5H CONL.CA5T BELOW THE 5PLIGE LOCATION. (*) TOP REINF. 15 DEFINED A5 HORIZ. H/ MORE THAN 12" OF FRESH CONC.CA5T BELOW THE 5PLIGE LOCATION, 4 TOP STEEL ADD BARS 25 OR 25LI UNLESS NOTED OTHERN15E © 1 1/2" CONCRETE COVER TYPICAL ® PROVIDE A.G.I. STANDARD HOOK OR TENSION DEVELOPMENT LENGTH. © BOTTOM STEEL ADD BARS. ®PROVIDE STANDARD HOOK IF Lc <4'-O" (U,N.O.) QN PROVIDE CLASS "B" TENSION LAP. (I IS VERT, IN 6ROUTED — CELL EACH 51DE OF JOINT MINA VERTICAL REINF. PER RAN. NOTE: REFER TO DETAIL TYPICAL MASONRY CONTROL JOINT. A,L HORIZONTAL TIE BEAM REINFORCING SHALL RLN CONTINUOUS THROUGH G.J. VERT. ,JOINT FROM TOP OF FOOTIN6 TO TOP OF T'E BEAM.'ETACK BOND) DETAIL. CONTROL JOINT AT MASONRY TIE BEAM NO SCALE: STANDARD PC* AL.1, EXTEND HOOKS TO OITEGARD HOOK LENGTH (V !MIN, REINF. TOP, BOTTOM, d MID. NOTE: PLACE CORNER BAR ON TOP OF OR MASONRY LAP, !SE BELOW LONT. MASONRY NOTES ON I'•O" (') LONGITUDINAL REINF. SHEET 51 Q PROVIDE HOOK BARS AT TOP AND - BOTTOM STEEL MID. HE16HT STL IF APPLICABLE) TO MATCH BAR SIZE pF CAREER LCNSINDINAL REINFORCING EXTEND HOOKS TO OUTBOARD REINF PROVIDE VERT REINF. TOP BOT a MID. N/ 5TD. AGI PO' HOOK - - AT TOP. - PROVIDE CORNER BARS AT TOP AND - BOTTOM STEEL (MID. HEI6HT 5% IF APPLICABLE) TO MATCH BAR 51ZE _ - OF LARGER LONGITUDINAL REINFORCINLS. MOTE RED LENGTH OF CORNER BARS) -1 HIDDEN LINE INDICATES CANT. LONGITUDINAL REINFORCIN6.— 'TYP) INDICATES IT' TO CONT. LONGITUDINAL REINF. DETAIL AT MASONRY BEAM INTERSECTION NO El— ALE- 0 Q IY s NO ON T . L.TH I EXTED HOOKS TO � OUTBARD REINP. 7 _.� 1�= �M_I �=e CPI�II�I��q�1 19MiP1 al FI�a PROVIDE CORNER BARS AT TOP AN BOTTOM STEEL TO MATCH BAR 51ZE OF LARGER LONGITUDINAL REINF. NOTE: PLACE CORNER BAR ON TOP OF OR BELOW CANT. LON5I7UDINAL REINFORLINIG. INDICA7E512' TO CONT 6 LONGITUDINAL REINF. t N k' NOTE: REQUIRED LENGTH OF GORIER BARS. }q�s EXTERIOR TIE BEAM INTERIOR TIE BEAM N �' NbTE: BLOCK TG BE u INTERLOCKED. (RUMJINI6 BOND. TYPICAL. IF CELLS ARE NOT REINFORCED—� t SOLID 6ROUTE0, FILL DELLS $5 VERT, MIN) V MORTAR A5 BLOCK 1 STRAPS IN EACH SELL. ARE 5EN5 LAYED. \ t" 14 5A. HOT DIP GALVANIZE METAL STRAPS 0 16" O/L. M5 (MIN) VERT, IN SOLID —GROUTED ADJACENT CELLS - VU �2 TIES 0 16' O/C. UNLESS NOTED OTHERWISE, fig° ALTERNATE WALL DETAIL WALL DETAIL WHERE WHERE BLOCK IS NOT BLOCK 15 NOT INTERLOCKED IINTERLQC�KEGGD (A/ VERTICAL NO VERTICAL REINFORCING.) RE INFORC NV) NOTE: THESE DETAILS ARE NOT TO BE USED WHERE LOAD BEARING AND NON -LOAD BEARING HALLS INTERFACE. NON -LOAD BEARING HALLS BEAR ON "HF" SLAB HAUNCH FOOTINGS. DETAIL TYPICAL MASONRY TIE SEAM AND WALL INTERSECTIONS NO 50ALE: 2 -b :ANT. IN 50LID GRO,T FILLED KO. BLaK 2 85 CONT. IN SOLID -_ POUR MIDDLE COI6RO)T FILLED KO, MONOLITHIC. BLOCK, 2 16 CONT. IN 50LICI - 2 e5 CONT. IN SOLID 2 05 GOV. IN SOLID _ 5ROI.T FILLED PRE-CA5T, 7 FILLED PRE -CAST, -:. 6RO,T FILLED PRE -LAST, PRE-5TRE55ED CONC. PRE -STRESSED COW, _ - PRE-STRE55ED CM. LINTEL. LINTEL LINTEL. M.O,'s FROM M,O.'s FROM M.O.'s L -55 THAN 4'-0'' b.-O.. TO LZ-0" 4'-0" TO 6'-0" H F wDTM GF HAIL (PER RAN III SECTIONS) NOTE, PROVIDE THE SANE K.O. BLOCK OTY. 1 REINIFO IN6 AT SILL CONDITION AS LINTEL AT HEAD OF MO. TYPICAL LINTEL DETAIL5 JB-'� OVER MASONRY OPENINGS 502 NO SCALE: REINFORCED CONCRETE BEAM 5GHEDULE REF. WIDTH LON517UDINAL REINFORCING 571RRLP5 MARK ELEV. X N07E5 d REMARKS GONT. GONT. CONT. TOP ADD BOT. ADD T,O,B. DEPTH TOP MID. BOT. BARS BARS 51ZE SPACING OR B4O.B. �A PER 1 5/8"xlb" 2 05 2 65 a3 24" 0/G. PROVIDE •3 STIRRUPS ® 6" 0/G. PLAN ABOVE M.O.'S GREATER THAN 4'-G" © PER 1 5/8"xlb" 2 05 2 k5 2 xi5 s3 24" 0/G ADD BARS TO BE SET BELOW J5T. PLAN BEARING ELEVATION. SEE 5/551 © VARIES 7 5/b" x 2 #5 2 #5 p3 24" 0/G, TOP OF CONCRETE BEAM VARIES Ib" MIN, FOLLOW SLOPE OF ROOF DECK. PLAN 11, 5/8"xlb" 2 a5 2 #5 #3 24" O/G. �E VARIES 2 #5 2 a5 u3 24" 0/G. TOP OF CONCRETE BEAM 6" MIN. VARIES FOLLOW SLOPE OF ROOF. O PER 7 5/b"x20" 2 p5 2 05 p3 24" 0/G. PROVIDE #3 STIRRUPS B 1" 0/G. PLAN ABOVE M.O.'S GREATER THAN 4'-0" O PER 1 5/b"XIb" 2 05 2 05 #3 24" 0/G. PROVIDE #3 571RRUP5 0 6" 0/G. PLAN ABOVE M,O.'S GREATER THAN 4'-0" 0 PER 7 5/5"XIP" 2 05 2 tt5 p3 24" 0/C. PROVIDE #3 571RRUP5 6 6" O/G. PLAN ABOVE M.0.5 GREATER THAN 4'-0" O VERTU GAL BAR 5PLIGE REQUIREMENT TABLE BAR 51ZE LOCATION OF BAR 5PLIGE H/3 FROM TOP OR H/3 FROM BOTTOM MIDDLE THIRD OF WALL HEIGHT (H/3) #5 4bd BAR E 0.625x4b = 30 IN 12d BARE 0.625x12 = 45 IN 46 4bd BAR = 0'5x4b = 36 IN 72d BAR = 0'50x'2 = 54 IN ttl 45d BAR = O.b75x4b = 42 IN 12d BAR = O.b75x72 E 631N 0 I I I I1� I y WALL ABOVE ` IF APPLICABLE. 11 1 I h I I I ICI FLOOR FRAMING MEMBER. TIE BEAM. FINISH FLOOR TOP OF FT'6. NOTES: I. H a HEIGHT OF MA50NRY FROM FOUNDATION TO THE TIE BEAM (IF PJEGTED HALL 15 NOT CONTO 5LAB). H = HEIGHT OF MASONRY FROM SLAB ON GRADE TO THE TIE BEAM (IF NALL 15 CONNECTED TO SLAB). 2. IT 15 HI6HLY RECOMMENDED TO PROVIDE BAR SPLICES OLT OF MIDDLE THIRD OF HALL HEIGHT. DETAIL TYP. MASONRY VERT. REINF:. NO SCALE. NOTE: AL16N LAP BARS VERTICALLY TO FACILITATE VERTICAL REINF, v 6RaT FLOW. SHALL HOOK NTO TOP OF TIE BEAM. ry e4 VERT. SPACER BARS x 6" LONG 0 6'-0" O/C MAX TIED TO LONGITUDINAL BARS. GONT. KNOCK OUT BLOCK H/ 1 M5 :ANT. - 3/4' CLEAR AND SOLID GROUT - CONSOLIDATED N INTERNAL MECHANICAL VIBRATOR - PROVIDE 04 CHAIR BAR HORIZ. x 4" LONG 0 6'-0' 0/6 MAX, TO NOTE: PROVIDE V l MAINTAIN CLEARANCE LINTEL BLOCK ABOVE MASONRY OPENIN55. _ - — l IN PRECAST LINTEL. KNOCK OUT HOLE IN END - VERT. REINF. PER PLANS / NOTES 50T, OF LINTEL TO ALLOW _ - NOTE: VERT. REINF. CELLS SHALL FOR PA55A6E OF VERT, BE &ROUTED WITHIN 1/2' OF BOTTOM REINF. (LINTEL REINF, OF BEAM PRIOR TO PLALINIS BE PER LINTEL DETAIL A/SD2) BEREINFORCING, DETAIL SINGLE GOUR5E MASONRY TIE BEAM AND/OR WINDOW SILL NO SCALE: WM. AL16N LAP BARS VERTICALLY TO FACILITATE VERTICAL REINF. GROUT FLOW. SHALL HOOK INTO ry TOP OF TIE BEAM. _ W VERT. SPACER BARS x IT LONG 0 b'-O' O/G MAX. TIED TO LONGITUDINAL BARS. CONT. KNOCK OUT _ - }• VERT. REINF. PER PLANS L NOTES BLOCK H/ 2 -5 GONT. NOTE VERT, REINF. DELLS E-ataL L AND SOLID GROUT BE GROUTED WITHIN 1/2' OF BOTTOM CONSOLIDATED W/ -- OF BEAM PRIOR TO PLALIN6 BEAM INTERNAL MECHANICAL VIBRATORBEAM REINFORCING. .-.':i.-.' - FINISH FLOOR , TOP OF FT'6. W DEEP x WIDTH OF HALL A BOT. OF LIMA. EL.: PER PROVIDE b' (MIN1 BEARIN6. (ANC. MA50NRY BLOCK, LL LL m J J O a V a i Jcl) (((� � 0 N Z Io N. .1201.0.00 01/16/1' SF/ RMT NOTE LINTEL " 1 3/4" CLEAR 3 rHe INI u ew. KNOCK OPEN) U PROVIDE 44 CHAIR BAR HORIZ. OVIO ROVE t ro ..........µIn"Y X c rHe KNaK OUT HOLE IN ENO - DETAIL POURED CONCRETE LINTEL m°P DING coon FOR. OF LINTEL TO ARCH x 4' LONG. GELD' G/L MAX. TO WHERE WALL OPEN N6 5 ADJACENT 'g FOR PASSAGE OF VERT. MAINTAIN CLEARANCE REINF. (LINTEL REINF. PER LINTEL DETAIL A/51221 ECAST IN PRLINTEL. (A� TO CONCRETE WALL COLUMN. 5D2 NO SCALE DETAIL DOUBLE COURSE MASONRY z; TIE BEAM AND/OR WINDOW SILL ym 2013 HARVARD JOLLY INC. NO SCALE: ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. j SD2,'�. USE OR COPY OF ALL OR ANY PORTIONS 18 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. 1: _.:.e......,..,..,....,.....,...„.,,m._.....,,..,,,.en.,.,..e............._.__,,.,.,.,..W....w,...,..,,.a...n.-_N«,»._..,.,...a...,.,..,.-:......-.._..-.._........_,m_.-._,,....-......._.,_....,.__.-._.._.e..:,,....:...., .,��.,..-.a ..._..... .. ......... 1 ................. . ..... ....................... ........... .......... NOTE! PLACE CORNER BAR ON TOP OF SEE DETAIL TYPICAL STEP IN HOOK COLUMN BARS AT OR BELOW CONT. LONGITUDINALCONTINIHOUS LONOITLVINAL RENFORCI Nr REINFORCIN5, 'T BEAM DETAIL 'His .,MEET EXTERIOR COLLMN5 ONLY. FOR BEAM REINF PATTERN. —CONCRETE TIE SEAM STANDARD q0 PER PLAN. HELD DECK TO ANGLE N T F TOP OF 51 HOOK LENSTH AT ROOF 5'8' G PI WELDS -'LASS 'B" 12' ROOF SLOPE PER ARCH. 6 6. O/_ TENSION LAP] METAL DECK PER PLAN. PROVIDE TIGHTER STIRRUP SPACING PLACE STIR. 4b'O/C.FOFI HF O 7 :` , R Ds. TO SIT !TOP CHORD,' 4 CONT. ANGLE. 5 10, O/C. FOR 24' IBM CI PLACE FIRST STIRRUP 9 d a 4 'xI'xI/b" CONT. TOP A BOTTOM AM 12 SPECIFIED 5PI CHORD 55.106ING. PER PLAN SEE SCHEDULE *1 TIE BEAM PER PLAN, T To E HOOK AT TOP io BARS A FOR 51ZE FI REINF. COLUMN REINFORLINS. TO WIN CON TIN1,OL15 THROUGH TTOM STEIL TO MATCH AE,L ,0 BAR 51ZE OF LARGER LONGITUDINAL 4 5"x3'xI/4` H/ (2) 514' 0 EXPANSIONCOLU BOLTS K/ b' EMBEDMENT OR 5/4' 0 x 6' CONS ANCHOR BOLT K/ 3' HOOK, LO RE INFOR-1 I `*ui INDICATES 1/2 7YF4CAL TIES. CONTINI LON61TUDINAL N5", NAL TIE 51 REINFOI \_VERTICAL HALL FZEINF­-4 Xd'.1/4 CONT. N WE" 0 b. L PROVIDE HOOK BARS NO INDICATES L2" TO CONT, AT TO A BOTTOM z PER P. AN I DETA,LS. ANCHOR BOLTS 6 16' 0/' , MAX. DETAIL TY10ICAL <1 SERIES DETAIL T'1121CAL 00LLIM\ AT LONGITUDINAL REINF. STEEL TO MATCH BAR I SIZE OF LARGER DETAIL EDGE ANGLE STEEL J0157 ERlr;�ISIN6 ANCHORAGE MA50NR.r' 7E BEAM AT R007- LONI REINF. RE 51 AV Np. ii (LATE 7 1 7 CONCRETE BEC71ON AT STEFIZE:�� TIE BEAM NO S-CALE: NO 5CALE: CONC. T POURED A HEAD No 50ALE: SCALE: NO SCALE /f--tPO OF M.O. (PER P A�) L COLUMN REINFORCINS PROVIDE DI SIZE GAGE OF COLUMN ABOVE. A 0I TO MATCH HOR Z. HATCHING. INDICATES REINFORI IN TIE BEAM FouRE07RETE W ACI 51 qO* HOOK EA. END, "A''FII ''A PRE -CAST LINTEL OVER M.O. COW-ENTRATED LOAD HELD I 7x;2*x1/4' FROM LOCATION D- L- EIA- TO IN51DE OF GOU)MN I PER DETAIL 9/502. (H) - 4'-0' OR LESS. STIEFFIN TIE BEAM. E - �7_ " SEE LA . OR TIE BEAM POINT LOAD TO NEAREST PANEL POINT OF L TONt: A FOR LAP. L ) E55 PER PLAN OR ME CHORD (ON OPPOSITE C1401ii OFJOIST).X TOP OF BEAM I _4LL SCHEDULE 11 11 I TO PROVIDE CORNER MATCH LONGITUDINAL BARS. < DETAIL. CONCRETE BEAM 5TIRRUP II REINF. PER I, MASONRY AM PER, Y TIE BEAM PER PLAN, SEE SIMI (A ACINIS REOUIRMIEN75 OVER M.C.'s VERTICAL HALL PLAN (HOOK INTO TIE BM) !I1 TYP STEEL JOIST CONCENTRATED OR SIZE 4 REINF. REINF. F SIZE _NT _ F TO CONTINH01h THRO)sH rOLUMN REIN ORr IN5. SG3 NO SCALE: L L PER PLAN. LOAD COLUMN, INOICA7Es 1/�2 TYPICAL TIES TIES. TIE SPACING. DETAIL 5TEFP7=:;> CONCRETE DETAIL �JOIBT HANGER (REINFORCEMENT) AT AA" DETAIL TYPICAL COLUMN TIE BEAM CORNIER OF NO SCALE: NOTE: PROVIDE FOR CONCENTRATEPLOAD5 OF 100 L86. OR MORE AT MASONRY TIE BEAM (STEPS LESS THAN a'') NO SCALE: NO SCALE: LGL1IMN BARS AT 7' BAR A/ ACI STV qCHOCK EACH END. PROVIDE "Z' I BARS SIZE 1 EXTERIOR COONLY. I I OLANTIrY T0 I MATCH �ORIZ. /-HOOK RATCHINS INDICATES REINFORCING IN TIE BEAM. -51 X15T .015T5 ON COLUMN �L TO TOP OF BEAM POI CfNI BE BOLTED TO SEAM PLANES (2, 51b" $ A-307 BOLTS FOR X'SERIE5 _OUSTS. AT ROOF I F I LEI �2� 3/4' 0 A-301 BOLTS FOR 1H" SERIES -A I L III11H oil TIE BEAM REIIF 1:: C * -STEP IN TIE BEAM PER PLAN OR VARIES. SEE PLAN. SCHEDULE. r r, F. •L L L if, L'� _J \_PORED AEH- Ar CONCRETE BEAM SCHEDULE PER PLAN SEE 9, TYP 3 16" NOTE, AT BOTTOM CHORD, LOCATE FIRST FOR SIZE REINF. 11 PROVIDE CORNER BARS TO > ROW OF B 1061146, AT EXTERIOR PANEL PI COLLMN REINFORCING. �-TIEI. 11 0 MATCH LONGITUDINAL BARS. U BOTTOM CHORD HAS TWO MORE • INDICATES, 112 TYPICAL LINES OF BRIDGING THAN DOES TIE SPACING. - 1 VERTICAL HALL REINF. PER 316, 11 TYP S' PROVIDE nBOT CHORD EXTENSION. CHORD. Op 0 PLAN MOOK INTO TIE 5M) HELD TO BEAM AEB (ANOLE L Y L 51ZE TO MATCH BOT (.HOW 4', 1 rEXTEND BOTH II CHORD 4 s) 7"fIL. 57EEL JOISTBAR H/ HORIZONTAL- BRIDGING HOOK EA. ENV� DETAIL TYPICAL COLUMN AT DETAIL STEPPED CONCRETE TYPICAL STRUT J0157 f 71E �.10157 DETAIL NO 5'-ALE: CONCRETE BEAM AT ROOF TIE BEAM AT CORNIER OF WALL NO SCALE, (STEPS DEEPER THAN a") NO 51-ALE: NO 5CALEi CONT. BARB COLUMN REINFORCING CASE OF COLUMN ABOVE. -7 PATTERN N 1 42' CLEAR -J I/g, CHAMFER STRIP ❑ "HER BAR AT 3 (M NJ BEAMS S TP N 31b" 3 (M IN -0 ITS, HAVE EXTENDED 'P15" 3 (M NJ OR CANTILEVERED ENDS ZIR "All A CENTER 'N STEEL X15T PER NOTE: TIE BEAM REINF. SHALL NOT B EAM. D05 LEE, BI TO BE D15CONI AT CONTROL 1/2" CHAMFER STRIP L(MI, T INSIDE OF COLUMN FOR LAP TOP OF BEAM JOINT. METAL- AEL:�� PA77ERNS J511,1 'k r I� E]t 511 WIDE 5HFE75 "A" L J DETAIL 105 MIN.,'VERT. IN 5ROLTED 5'.W.31b SEARING, It K/ 5/41' 0 6' LONG 5TLO \-,RED CELL EACH 51VE OF JOINT. x ABHORS.'24/( CONCRETE BEAM 4- -4- — RN o PATTERN PER PLAN. SEE SCHEDULE FOR 51ZE A REINF. WLLMN REINFORCING. 'I<'' - - - TIES - - - II II SEE DETAIL TYPICAL VERTICAL JOINT FROM TOP DETAIL SERIEB STEEL JOI57 • INDICATE51/2 TYPICAL MASONRY CONTROL OF FOOTING TO BOTTOM BEARING PLATE AT CONCRETE BEAM TIE SPI JOINT. OF TIE BEAM. DETAIL CONTROL JOINT METAL DECK WELD PATTERNS AT ISONCRE77= TIE BEAM NO 51-ALE: 24" WIPE SHEETS :;IE7A1L TYPICAL COLUMN AT CONC, 5M. NO SCALE: NO SCALE: o.a 5/5 0 PUDDLE HELDs III O/C- 'MAXJ 4 11/4'*I 114'x316'0014T N 14 55ETS 0 16 t SIX TYPE AND BREAK HIRE TIES LOOSE FROM --CA&E TIE (STIRRUPI I FORCE TOP STIES! 1-06ITUDINAL SARI TO RUN INSIDE OF ANCHORS. TR INVICATE5 COL" REINFORCING SASE SEE PLAN FOR FOR COLUMN ABOVE. s. S, x L DECK OACE, MAXJ WELDING REDIMNI PER NOTES I ROOF FRAMIN6 PLAN /2'x /:'416 BEARING IE Q 1 !4, 5/E' 0 6' LONG STUD COLUMN SIZE A REINFORCING. EDGE AINSLIE II II PLATE I ANCHORS, 0 PER SECTIONS. SECTIONS. DETAIL 30" MINJ LAP • < of �015T SEA OR 10 CHORD EXTENSION. INDICATES W& LEG, C CLEAR :24" (MINJ 17' REINFORCING FROM STEEL LU COLUMN BELCH. PER PLAN, BI TO HATCH SIZE I CXNT OF TIE T5CEAH APPLIES MERE BOTTOM R15 OF E5 JOIST PER LONGITUDINAL REINF. NOT PFOR DECK I R J AN, 5ECTION ''A'' - COLCOLUMNCONCRETE SUPPORT AND WELDING. POURED BEAM AT FLOOR SPLICE DETAIL TYPICAL STEP IN TIE BEAMPER PLAN. SEE cowl. 5M. NO SCALE: IX TAIL DIAPHRASY TRANSFER 56HEDULE FOR SIZE 4 REINF. NO SCALE: (DECK EDGE 5LIPPOR7) TIIIIIFICAL DETAIL 7'T'FICA-1 <1 SERIES 5TEEL NO SCALE: JOIST PLATE A7,I CONCRETE BEAM o NO SCALE: ©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. USE OR COPY OF D.............. ...... - ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. ......................... Comm NO: 12010. 00 � ­1 . ........... . Date 01 /16/14 Drawn: SF/ WIT _-...... .... ........ .. ...... . .. .. i�i W i�E'%`NEI �_ -1 ® 2013 HARVARD JOLLY, INC. SD3 1 11 _ Imo_ _ a STEEL BEAM PER PLAN. CON(. BEAM PER PLAN. 3/4" m OR 11& m x 6" LONG HEADED 5TUD5. SEE DETAIL 57ANDARD BOLT CLLSTER TABLE Y' FOR FACER 1 0 7Y. OF ANCHORS. STEEL BEAM q/IR PER PLAN. T�+ (1) 3/6" FIN R 1 3/4° 4 THR1 BOLTS. REFER TO DETAIL HrJ FRAMED BEAM CONNECTION TABLE X. NOTE: PROVIDE GLAN7I7Y AND DIAMETER OF HEADED STUD TO MATCH BOLT REQUIREMENT OF TABLE 'Y'. DETAIL BEAM CONNECTION AT END OF MASONRY WALL W/ DOUBLE FIN PLATE NO SCALE: STEEL BEAM PER PLAN. SEE FRAMED BEAM STEEL BEAM CONNECTION DETAIL PER PLAN. PER TABLE 'X' SEE FRAMED BEAM O O CONNECTION DETAIL PER ABLE X' INDICATES CENTER OF INDICATES SIDE FACE STEEL COLUMN WEB OF STEEL FLANGE THICKNESS. I COLUMN. CONT. STEEL COLUMN CONT. STEEL GOLLMN PER PLAN. PER PLAN, DETAIL 57EEL BEAM CONNECTION WHERE BEAM FRAMES INTO COLUMN WEB NO SCALE: STEEL BEAM 5TEEL BEAM 1 PER PLAN. PER PLAN. I SEE FRAMED BEAM STEEL BEAM CONNECTION DETAIL PER PLAN. I PER TABLE '%' 1 SEE FRAMED BEAM ,CONNECTION DETAIL PER TABLE "X' INDICATES CENTER OF INDICATE5 51DE FACE STEEL COLUMN WEB OF STEEL FLANGE THICKNESS. COLUMN. CONT. STEEL 'COLUMN CONT. STEEL COLUMN PER RAN. PER PLAN. DETAIL STEEL BEAM CONNECTION WHERE BEAM FRAMES INTO COLUMN WEB AT ROOF NO SCALE: STEEL PER PL CONT, PER PL RAMED BEAM iGTION DETAIL TABLE "X" BEAM LAN _ $ DETAIL COLUMN CONNECTION AT INTERSECTION AT 57EEL BEAMS NO SCALE: COL. GRID II II II II II II II STEEL BEAM it II PER PLAN. PROVIDE WEB STIFFENERS 7G MATCH GOL FLANGE I BELOW (3/b" R MINJ DSL, BACK TO BACK G CONN, SUBMIT SHOP OW5'5 FOR APPROVAL. (REFER TO TABLE 'X' ) STEEL BEAM PER PLAN. SEE PLAN OR COLUMN SCHEDULE FOR COLUMN SIZE 4 TYPE. DETAIL CONTINUOUS BEAM SHEAR SPLICE NO 5GALE: STEEL BEAM PER PLAN. PROVIDE WEB STIFFENER EA. SIDE OF STEEL BM. STIFFENER TO MATCH WALL THICKNESS OF TUBE COLUMN BELOW (3/b' R MIN) PROVIDE 112' CAP R N (4) 3/4' m A-525 BOLTS (UN.OJ I I SEE PLAN OR COLUMN SCHEDULE FOR COL, SIZE 1 TYPE. DETAIL TUBE COLUMN GONNEGTION AT CONTINUOUS ROOF BEAM NO SCALE STEEL BEAM —STEEL BEAM PER RAN. PER PLAN, SEE FRAMED BEAM CONNECTION DETAIL PER TABLE 'X' 1/2" CAP R IN/ (4) 3/4, m A-325 BOLTS UN.O. SEE PLAN OR COLUMN SCHEDULE FOR COLUMN 51ZE 1 TYPE. DETAIL CONNECTION AT BEAM SPL I GED ABOVE COLUMN GAP 1� NO 5GALE: PROVIDE WEB STIFFENERS MATCH THICKNESS OF FLANGE OF COLL" BELOW (3/6' R MIN, STEEL BEAM PER PLAN. PROVIDE 1/2" LAP It W '4) 3/4" m A-325 BOLTS !LxOJ SEE PLAN OR COLUMN SCHEDULE FOR COL. SIZE 4 TYPE. DETAIL COLUMN CONNECTION AT CONTINUOUS ROOF BEAM NO SCALE CONC. BEAM PER PLAN. 3/4 11 m OR T/6" m x b LONG HEADED STUDS SEE DETAIL STANDARD BOLT CLUSTER TABLE Y' FOR FACE It Ott. OF ANCHORS, STEEL SEAAN. g"I� /n,P PER PLAN, b"1/ � 3!b' FIN R 1 THI BOLTS, REFER TO DETAIL (TYPJ FRAMED BEAM CONNECTION TABLE W. !CENTER R ON FACE R) DETAIL BEAM CONNECTION AT END OF MA50NRY WALL Al 51 NGLE FIN PLATE NO SCALE: 11 it 1 1 lu I1 PER TABLE 'W" ° SLOT 11 III (OLUMN. 1 ROVIDE 5/4' 325 BOLTS. —IN x BEAM CONMNK)U5 COLUMN. BEAM 51ZE NLMBER OF THRL 5OLT5 REO'D SIZE OF OF PLATE TA WELD W 6 x W 10 x 2 ROWS 6" x 3/6" 3/16" W 12 x. W 14 x 3 ROV45 P' x 3/5" 3/lb" W I& x 4 ROW5 I?" x 5/5' 5/16" IN 16 x 5 ROWS IS, x 3/5" 5/16" tN 21 x 6 ROW-5 15 x 3/6" 5/lb" W 24 x ROWS 21' x 5/6" 5/16" IN 27 x b ROWS 24' x 3/6" 5/16" W 50 x 9 ROWS 2"' x 7/16' EI W 33 x IC ROWS 50' x 1116" 3/6" DETAIL BEAM CONNECTION AT 5LO77ED TUBE COLUMN NO el -ALE: DEL, 4 3'x3 la'x5/ x LENGTH (VELD TO BEAM) TYP W x BEAM (COPE FLANSEB) TO FIT) —W x BEAM NOTE: PROVDE 3/4' m A-325 BOLT5. TABLE 1 v 11 BEAM SIZE NUMBER OF THRL' BOLTS REQUIRED LENGTH DBE. CLIP ANGLE (IN.) 1146, W10 2 ROWS 5 1/2 W12, WI4 3 ROWS 6 1/2 Alb 4 ROWS 11 1/2 W16 5 ROWS 14 I/2 A21 6 ROW5 17 1/2 K24 7 R0W5 20 1/2 W2T b ROV45 23 I/2 A30 P ROWS 26 I/2 W33 10 ROV45 2P I/2 NOTE: CONNECTIONS SHALL GOVERN UNLESS DETAILED OTHERWISE ELSEWHERE. DETAIL TYPICAL FRAMED STEEL BEAM CONNECTION NO 5GALE: DOUBLE 4 3'x5"x5/16' SLOTTED HOLES NJ75 FINGER n6HT AND TACK WELDED. STEEL BEAM PER PLAN. - ZZZZ-------------- _ - — b =col i I _� of SEE BOLT CLL5TER DETAIL FOR BEAMS ABUTTING MA50NRY WALL. !iH15 SHEET) SEE DETAIL 5TANDAR,0----j BOLT CL5TER TABLE .T., DETAIL SLOTTED BEAM CONNECTION AT MASONRY OR CONCRETE NO 5CALE 314'0 A-36 ANCHOR BOLTS 116' m A-36 ANCHOR BOLT' 1/4' FACER FOR BEAMS W7 OR GREATER. J it MINJ BEARING I/4' FACER BARS, (MINJ �k NOTE: VERIFY Al FRAMING ANGLE 1 BEAM SIZE. SEE TABLE Y' FOR APPLICABLE DATA, T ^-•'�E LE Tr NUMBER OF FACE PLATE NO. BEAM SIZE1L�^/ ANCHOR BOLT REQUIRED LENGTH 1,18, WIO 2 ROWS (4) 3/4" m BOL75 5 I/2" �b W2, A14 3 ROWS (6i 3/4" m BOLTS 6 112" W16 4 ROWS (bi 3/4" m BOLTS 11 1/2" 10 W1& 5 ROW5 (10) 3/4" m BOLTS 14 1/2" K21 6 ROWS (12) 3/4 m BOLT5 IT 1/2" 14 K24 7 ROWS (14) 3/4 m BOLTS 20 1/2' Ib W2'T 5 ROWG'16) 1/6" m BOLT5 23 1/2" 18 K50 P ROWS (15) 1/5' m BOL75 26 1/2" �O W33 IO ROW5 (20)'1/b" m BOLTS 24 1/2" NOTE: I. MERE DEPTH OF POURED TIE BEAM 15 INADEGLATE TO EMBED BOLT CLUSTER, PROVIDE POUR TO NEAREST COURSING TO ACGOMODATE BOLT CLUSTER. 2. WHERE ANCHORS ARE SET IN MASONRY WALLS, FILL BLOCK CELLS WITH CONCRETE AT COUR5E5 W/ BOLTS AND TWO COURSES BELOW. DETAIL STANDARD BOLT CLUSTER NO SCALE: -30'I THREADED ROD. N-501 THREADED ROD AM5 A21 OR GREATER. FACE R 6' MIN. COLUMN SCHEDULE CLERESTORY 70P OF STEEL = PER PLAN LOA ROOF TOP OF STEEL = PER PLAN N N TOP OF FOUNDATIONELEV. PER PLANS y0•,g/q• xl2'xl' COLUMN BASE PLATE (4) 3/4' m AB:" ;4] 3/4' m AB.'S / ANCHOR BOLTS (�) COLUMN MARK GI G2 G3 X REFER TO FOUNDATION PLAN FOR LOCATION OF COLUMN MARK NUMBERS 5/5' m FUSION FLDDLE NOTE: REMOVE ANY 1 WELD5 6 COX. ALL CONCRETE FROM 5191ACE OF STD. ANGLE 4 4N3'xI/4" CONT. (L.L.HJ PU PRIOR TO PLACING 1 5/6" m ANCHORS 6 lb' WELDING DECK O/C, MA%. i ROOF DECK SEE I FLAN FOR TYPE. ,I 3° Is. TIE BEAM PER SCHEDULE, DETAIL ROOF DECK CONNECTION //'A� AT INTERIOR BEAM SD4 NO SCALE: 5/5" m FL51ON PUDDLE WELD5 0 6' 0/C. MT DECK TYPE, &AGE, AND LDIN6 REGMNTS PER NOTES ROOF FRAMING PLAN. a: cc W J 0 Z � ^V a Eli. N J LL cQ �4 5'x4'xl/4' (L.LVJ fir AT EXIST. MASONRY (4 4"x4'04" 6 5'-0" SPACING). WALL OR CONCRETE TIE BEAM NO SCALE: E70 BOTH SIDES, r AW N W ' W BOTH ENDS. Z _ .__._ ...'. DETAIL TYPICAL ROOF OPENING c,_.__.....,.NO.12010.00 --..._............................. NO SCALE: Dale: O 1 16 14 __. FOR BIDSF/ RMTDING ONLY. :Drawn: INGLDE MATERIAL FOR (-) 3'-O' SQUARE FRAMES VU HEADERS IN ADDITION TO TH05E 5HOVN ON PLAN. ReviseE. s I i I ' 6 12" Ty, TYPICAL E26E ANGLE CONNECTION AT ROOF • YU CONT. $UPPORT q I I. 1 • " TYP I �u4 wrDlNc cools v�i,WTMSEAvp�yri PNG ..WIU4 I „S E ("i WELD ALRO55 FILL WIDTH OF 501 VELD ACROSS FULL WIDTH OF BO H OUTSTANDING LEGS OF BOTH TOP OUTSTANDING LE55 OF BOTH TOP j DETAIL NO SHEAR TAB CONN. CHORD ANGLES' CHORD AN6LE5. NO 5GALE: TYPICAL EDGE AN6LE TYPICAL DECK ANGLE CONN. n' ®2oTaHARVARDJOLLY, INc.I CONNECTION AT ROOF AT NON CON7INLOU5 SUPPORT AT Wp (JNTINUOUS SUPPORT R00 SD4 © THESE DRAWINGS & THEIR CONTENTS-dit�TH�9aLEFKOFEIF7'Y• OF WEBER & 5 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. ....._.,_.,m.w_,„._,_...m... .,:..:....�,..,.._.>.„„..K ...,.,_..,....,._..._...,..._.....--..��...,:_,.,..w:..,,.°°,......:.........».,,....w..,.m..,.w.-..m...�.,_�..._._.».�.......�.. ............ ..........,._..... .. VERIFY N FRAMING ANGLE 1 BEAM SIZE. INSTALLATION NOTES: IJ AT HOLLOW BLOCK WALLS, DRILL IN 6" MIN, 4 SET THREADED ROD IN IMESH CARBON SCREEN TUBE5 W/ 5IMP5GN STRONG TIE "SET' ADHESIVE. 2J AT EXISTING POURED IN PLACE CONII DRILL IN 6" MIN 4 SET ROD IN SIMPSON 570% TIE " SET ° ADHESIVE. 3J FOLLOW MAWFAGTLRERS INSTALLATION INSTRUCTIONS FOR DRILLIN6, REMOVING DRILL DUST FROM HOLES, ETC. 4J SEE STANDARD BOLT CLUSTER DETAIL TABLE 'Y' FOR NNHBER OF BOLTS 4 FACE PLATE SIZE. DETAIL STANDARD BOLT 2MIN. ' IN DIMENSION VARIES LAP DEPENDING UPON CAMBER BUILT INTO ROOF AD -AGENT TO BAR JOIST OR T94%. (MINJ 1/4" THICK ANGLE 51ZE 4 LENGTH OF INDIVIDUAL g'x2' (MINJ GONG. RAKED ANGLE PIECES TO BE DETERMINED IN FIELD. BEAM WV (2) 45 CONT. TOP 4 BOT., 03 STIR, 6 24' O/C. TYP. 6 C. 4 4'x3'xi/4" MIN) (L.LAJ (MAY REQUIRE LONGER VERT. LEG) WU 5/6' m ANCHORS 6 16' 0/C. MA%J DETAIL ROOF DECK DIAPHRAGM CONNECTION ADJACENT TO BAR .J0157 SD4 NO 51-ALE: ALTERNATE 3/4' m BURGLAR BARS 6 6' 0/(. (MAXJ !ONE WAY) 4 3"x3"xl/4" (4 SIDES) 6 OPENINGS THRU STEEL ROOF DECK, PROVIDE 5/6' m FUSION PROVIDE 5/B' m FUSION 2'-O' x 2'-0" OPENING FUDDLE WELDS 6 b' 0/6. ALL PEDDLE IELD5 a 6' 0/6. ALL SEE PLAN FOR FINAL SIZES. DECK TO ANGLE AT PERIMETER OPENING. DECK TO ANGLE AT PERIMETER OPENING, o E70 STEEL -015T PER PLAN. E70 RELOCATED LIGHT POLE � I rTHIS AREA IS / �AN ADDITIVE.... i ALTERNATE " - r n n n s - -_— I r,� � I I i � i I h �� "� �.•.. i RELOCATb, 21 FUTURE PARKING SPACES POWER POLE f i. .1 i i .III II II I i I ROPOSEO VE� ll --- --- --- 1 ---- - VVV =W 6RAR I i i o RONO S E D li li t'u 6LT ARD=_v / ; 1 � � II I II I I '• II it II III i � �... L DRIVE-IIBOOK ORO� _.. .. ._..........I f__... I I I 2 NEW H.C. PARKING ACES I.ML W J V Z co Rm V a � co co �o�~ mm N.: 12010.00 e 01/16/14 awn. AEW t... __...... N nc ars or MT roaw,rocr, nee InGTONS COMPLY WRH _ � f TS MINIMUM BUILdNC 0006. IN ARCHITECTURAL SITE PLAN ?, - 20'-0" ::^2011 HARVARD JOLLY, INC. i E ° '°' 2060, AS3.1 0 PRECAST CONC. CAP CURB, 4" WIDE, 4'-4" a g O.C. s m v 0 a a 0 v C O a N Q V1 N< Q 0 t U] O a' N O O O N a :I - if 11 - rl e tco , LIFE SAFETY LEGEND >- Will ONE HOUR FIRE cc F/A HORN+STROBE (SEE FIRE ALARM/ELECT. DRAWINGS) PULL STATION .......... (SEE FIRE ALARM DRAWINGS) ......... ... --. ................. ....... .. ...... ............ L7 Z7 FIRE EXTINGUISHER (SEE A7 DRAWINGS FOR TYPE) LLI - FIRE EXTINGUISHER & CABINET ........................... - ..... ..... ... . . ....... . (SEE A7 DRAWINGS FOR TYPE) z.... .. ..... ILLUMINATED EXIT SI GN DOUBLE FACE W/ act DIRECTION ARROWS IF INDICATED) Z SEE ELECTRICAL DRAWINGS H. 4 174' 1 () ILLUMINATED EXIT SIGN, SINGLE FACE W1 DIRECTION ARROWS IF INDICATED) - - 3 g; ... �. _ i ® (SEE ELECTRICAL DRAWINGS) FIRE ALARM ANNUNCIATOR FF�7A z (SEE FIRE ALARM DRAWINGS) < FIRE ALARM CONTROL PANEL L (SEE FIRE ALARM DRAWINGS) — — — — �'4: �n "5 8 TRAVEL DISTANCE AND ROUTE TO EXIT 4 FROM MOST REMOTE POINT 'b 0 F- — — — — — - -1 r. 4- 5 'r 7 I H I ............ L ---- < C jl� I FAA jg 7 .... ... .. .. .. . ..... . .. .. .. .. .. ...... . w -- -i L - - - -j WALL LEGEND Y '7 �-T ✓ �T ® 8' C.M.U. WALL TO DECK ABOVE U.N.O.'» 1 1 2 3 1 J i an.z An.1 an.t A, 1.1 ato.3 12' C.M.U. WALL TO DECK ABOVE U.N.O. I I I I P. TYP. nP. D a 8' C.M.U. CAVITY WALL WITH BRICK VENEER. SEE All DRAWINGS. O S 1�--_—_—_—_—_—_—_---J—.—. _— —_ _— —_ —_—_ _— — —_— _—_—.—_—_—_—_—_ _------------------'---------.—.-----------.—_—.—_—_—_ SE C.M.U. CAVITY WALL WITH BRICK VENEER. �,. "Ni —L — —G— — — — — — — — — — — L — —------------- — — —! — SEE A11 DRAWINGS. j B.E.J. 8' C.M.U. CAVITY WALL WITH BRICK VENEER AND m I G.W.B. ON 1-5/8' METAL STUDS. Q N z w I B.E.J. IO B.E.J. IB.E.,i. B.E.J. SEE A11 DRAWINGS. ~a Oe ( OB O 12' C.M.U. CAVITY WALL WITH BRICK VENEER AND C.W.B. ON 1-5/8" METAL STUDS. - SEE All DRAWINGS. 2------------------4---------------------------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — ----------------------------- B' C.M.U. CAVOY WALL WITH G.W.B. ON 1-5/8' ? I i METAL STUDS BOTH SIDES. nM«T y I .ADULT COLLECTION 12' C.M.U. CAVITY WALL WITH G.W.B. ON 1-5/B' loll SF ® METAL STUDS BOTH SIDES.✓« »- i � 0` i S2 s1 0 Q On" x z WALL NOTES 1058 O 1. REFER TO Al (LIFE SAFETY) DRAWINGS FOR RATED WALL TYPES AND j STORAGE DESIGNATIONS. o 46 SF S2 71 51 2. ALL INTERIOR NON -LOAD BEARING SHALL EXTEND TO 4" ABOVE THE St 52 CEILING PLANE U.N.O. O i ICI 8 Ann 6 3. ALL FIRE -RATED AND SMOKE -RATED NON -LOAD BEARING SHALL EXTENDTO UNDERSIDE OF DECK ABOVE U.N.O. b c�c 4 7 4. ALL WALLS ENCLOSING SPACES SCHEDULED FOR EXPOSED STRUCTURE F 109 CEILINGS ON Al DRAWINGS SHALL BE EXTENDED TO DECK ABOVE. SEE CHILDREN'S Ala FOR DE AI S/OPTIONS. R I COLLECTION I 602 SF 5. ALL WALL FRAMING STUDS TO BE 25 GAUGE U.N.O. o I I q3 .LEY Ann 105 Al 1.5 111 SF MEETING ROOM 2 642 SF Al A j I A 1 I 52 S2 51 O S4 M3 B.E.J. a, •.5 B. .J. B.E.J. I Q% Q Al 1.7 SIV. 3�— — — — — — — — --- - ------------------------—---------------- — — --------------- — — — — — — — — — — — — — — — — z I a„s j j I I st it i I n I'I an.• I'li = � ; ! I PUSH BUTTON DGG GENERAL NOTES c 1. SEAL ALL VOIDS AT TOP OF ALL C.M.U. WALLS TO DECK, TYPICAL NEWinA BOOKS 2. ALL EXTERIOR WALLS SHALL BE SEALED TO UNDERSIDE OF ROOF TO UT 3 COMPERS 100 CREATE AN AIR TIGHT BUILDING ENCLOSURE. 853 SF 373 SF A11.5 3. ALL NON -RATED AND NON -ACOUSTICAL PARTITIONS SHALL EXTEND A 433 SF MINIMUM OF 4' ABOVE THE FINISHED CEILING. a o j I \ Ant O 4. ALL WALLS ENCLOSING MECHANICAL, ELECTRICAL OR TELECOMMUNICATI ONS 4 2 ROOMS SHALL EXTEND TO UNDERSIDE OF FLOOR/ROOF ABOVE. I ! ! 5. PROVIDE 3/4" PLYWOOD ON ALL 4 WALLS, FLOOR TO CEILING OVER 9 '—R —E — 3 C.M.U. AND/OR G.W.B. IN ALL COMMUNICATIONS ROOMS U.N.O. a, z, PUSH BUTTON DOOR OPRAT COUNTERSINK HEADS OF SCREWS AND PAINT WITH FIRE RETARDENT PAINT. II I I, I I 1 I B.E.J. B.E.J. 113 S2 I 1 BOOK SALES I 1 OA 53 1 76 SF 1 9.E.J. 52 107 I 101 SINESS CENTER J54 F I 1t 97 SF O 1 54 SF S2 o I O , I fl 12 Ann I I I 52 i ❑❑ 51 s1 I e7 1 1 a1e.t } 10 I s, `"———L------I S3 EllADUL�BREADING � S2 ICI O I SF WOMEN �A i i S CGI�PA 61 F TGILET ; KEY NOTES I O1 4" DIA ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTLAND GUTTER ! nP. 114 ! I St � I 215 SF S1 St 1 I � TEENS n, �., A++.t 204 SF I I SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. — — — — — — — — —------- — — — --- Q----- — ----- — — — — — — — — — — — — — — — — — — —I------------------- --- 5------------------------------------—�3------------ /�` e 51 B.E.J. I 18 52 O �t - O I MEN I I c 152 SF j E 52 S1 120 n I j DIREC OR'SF OFFICE I I I j T1P. O I I I I I I O si c 115 B.E.J. 9S4 D ! 119 1 CIR./TECH. SERVICES I C7 I ° � 619 SF I ate.1 O 51 St 53 $ I 1 II W 15/6`----------------1----------------- s3 — — -- Z 1 — — — — — — — — — — — — — — — I— — — — — — — — B.E.J.--�—_carom No: 1201 1 I II;� 01�16/1�14 r1 121 122 B.E.J. Drawn. STORAGE STORAGE Revised: Sl I'66 SF Si S1 100 SF 116 0 O s, r I o0 145UDY SF i SlST M2 53 j 123 I_m M2 M STAFF TOILET STAFF LOUNGE 72 SF 134 SF `n j M3 O ' 6" HOUSEKEEPING Sl a PAD 4 M1 I 11B FEC MECHANICAL II i 1 117 237 SF - I' O OA ELECTRICAL Oil S, O ruvn wo sPa x °N9 C0""`TMMQM j 98 SF 125 BOOK RETURN I j 1tc w.iwu. eu+u coots. c 83 SF Fr1 A- - - M3 A - 4 ------------------------- 2TM ARCHITECTURAL (7------------------------------------- — — — — — — — — — - — — — r — i— — — — — --� -- --------------------------- .� CHITECTUR B.E.J. B.E.J. B.E. O B.E.J. FLOOR PLAN oN O 1 /4' - l '-O" '€, 2011 HARVARD JOLLY, INC. LIAO E ABOVE 1 B.E.J. B.E.J. 1 I i 0 2' 4' 12' A5.1 A� RN WALL LEGEND ® 8' C.M.U. WALL TO DECK ABOVE U.N.O. ® 12' C.M.U. WALL TO DECK ABOVE U.N.O. 8; C.M.U. CAVITY WALL WITH BRICK VENEER. SEE All DRAWINGS. 12' C.M.U. CAVITY WALL WITH BRICK VENEER. SEE All DRAWINGS. 8' C.M.U. CAVITY WALL WITH BRICK VENEER AND G.W.B. ON 1-5/8' METAL STUDS. SEE All DRAWINGS. 12' C.M.U. CAVITY WALL WITH BRICK VENEER AND G.W.B. ON 1-5/8' METAL STUDS. SEE All DRAWINGS. 8' C.M.U. CAVITY WALL WITH G.W.B. ON 1-5/8' ® METAL STUDS BOTH SIDES. 12' ® C.M.U. CAVITY WALL WITH G.W.B. ON 1-5/8' METAL STUDS BOTH SIDES. WALL NOTES II 1. REFER TO Al (LIFE SAFETY) DRAWINGS FOR RATED WALL TYPES AND DESIGNATIONS. 2. ALL INTERIOR NON -LOAD BEARING SHALL EXTEND TO 4' ABOVE THE CEILING PLANE U.N.O. 3. ALL FIRE -RATED AND SMOKE -RATED NON -LOAD BEARING SHALL EXTEND TO UNDERSIDE OF DECK ABOVE U.N.O. 4. ALL WALLS ENCLOSING SPACES SCHEDULED FOR EXPOSED STRUCTURE CEILINGS ON A19 DRAWINGS SHALL BE EXTENDED TO DECK ABOVE. SEE A13 FOR DETAILS/OPTIONS. 5. ALL WALL FRAMING STUDS TO BE 25 GAUGE U.N.O. GENERAL NOTES 11 1. SEAL ALL VOIDS AT TOP OF ALL C.M.U. WALLS TO DECK, TYPICAL 2. ALL EXTERIOR WALLS SHALL BE SEALED TO UNDERSIDE OF ROOF TO CREATE AN AIR TIGHT BUILDING ENCLOSURE 3. ALL NON -RATED AND NON -ACOUSTICAL PARTITIONS SHALL EXTEND A MINIMUM OF 4' ABOVE THE FINISHED CEILING. 4. ALL WALLS ENCLOSING MECHANICAL, ELECTRICAL OR TELECOMMUNICATIONS ROOMS SHALL EXTIIJD TO UNDERSIDE OF FLOOR/ROOF ABOVE. 5. PROVIDE 3/4' PLYWOOD ON ALL 4 WALLS, FLOOR TO CEILING OVER C.M.U. AND/OR G.W.B. IN ALL COMMUNICATIONS ROOMS U.N.O. COUNTERSINK HEADS OF SCREWS AND PAINT WITH FIRE RETARDENT PAINT KEYNOTES OSUPPLY. �KYNAR FINISH. COLLOUND ALUMNUM R:N MEDIUM BRONZERU7IAND GUTTER } U� U Z Comm. No 12010.00 Da1R 01/16/14 Dr— + Re—ed: %THIS .0 $PECPIG __ — THE YNMUN BUElIHO CdYFS. Mp1111 �~ Ndllll CLERESTORY PLAN 1 /4' = 1'-0' t 2011 HARVARD JOLLY, INC. 0 2' 4' 12' A52 g•_4^ -g 1/2" 22'-10 1/2^ 8'-C" 29'-4" 12'-0" •�-/' t0'-B" •�� J W m 2' 0" 2'-0' 6'-0" 6'-0" '-4" 2'-4" 8" 6'-0" f / 2'-0" 6'-0" 2'-0" 2'-0" 2'-0" 6'-0" 2'-0" 2'-0" 2'-0" 3'-4" 2'-0" 2'-0" -0" 6'-0" 2'-0" 2'-0" g'-0" 6'-0" 1'-11 1/32' 0" a j O I 8 I 1�L_ _-_-f-_-_-_-_- _- -------_-_- - -_-_- _-_--_-_-_-_-_- -_-_-_ _-_- -_ _-_�_-_-_-_ _-_- -_- _-_ _-_-_-_-_-_-_ _-_ _-_- -_-_ .- _-_--_-_ _-_ ------- .-_---_ -_- -_- _-_ _-_-_-_-_-_- _-_ __j LL I 00 I I I I I I I m a j I I Q [IJ w I W / I I O O -------------------- -- I ------- — — — — — ------------ — — — — — — — — —---------------------- — m N Q ? N ADULT COLLECTIONn Q I 79--1 1/2" M I f < j 105E STORAGE I a I I i I I I o I I I I I I o N N I Z ° w 09 g o CHILDREN'S N I COLLECTION m LL L o M 5A I i IGA LEY S MEETINGROOM I I I I I I I I I I i3 '1on -II 1 I jW�-IITT I �// 7 I ----- ------I I ----------------------e1 --- --------"---_—_-- o i i i i i III I I i i i i la I I I i i i i li I I I I I L'Ad i j ! 0 o COM,P1U0TERSBOOKS� NEW 1D6 I' 100 0 o \ LOBBY I I I I I III I I I I I I I I III � I I I I I I II I I I I I I II I I o I I I I III I N I I I I jI I I I v — ICI m I BOOK (SALES i I I I 107 I 11 5 IIIIIjIIijIIIIj IjII ❑ N\�O_a�o� I 11 5 IIIIIIiIIiIIIIIiI IIjIIIi IIIIIiIIIIIiII jIII , oI 11 IiIIiIIIIIIIj IG���� 1 IIIIIIIIIII 101 15'-5" INES 2CE�7% 10,-9 1/2„ JANIT9R— 5 —�n1/—2" — — -- 1 _ — —1 112 COMPANION TOILET104ADULT READING ❑ WOMEN 114 TEENS 2IIIIIIIIIII I — — — — — — — — — ---------------------- ------------------------------------—--------------- ---------------------- -------------- --- — 103 MEN , — nECO120S OFFICEDIRECTOR do STUDY 9 o CIR./TE H. SERVCES CoU}�4�INmumiJw: uN: usO�MErZWZ :aeizuma1 w2n< o0�xs1ro0 u.r0u0 o I O Dale 01/16/14 Dw 121 122 STORAGE STORAGE Revised m 116 STUDY F123 STAFTOILET STAFF LOUNG 6" HOUSEKEEPING PAD11850- 0- MECHANICAL 117 1 To M °m"acinwx TMwELECTRICAL do 125 v r w BOOK RETURN o0o[s rtn V -_-_i_-_-_-_-_L-_-_-_-_ �_---_-_-_-_-_-_-_-_-_-_-_1_-_- -_- - - - -_- - _-_-_-_-_--- - - -_- --_-_----------------- -_-_-_-_-_-_-_-_ - -_-_- - _- -_-_�h _- - - - -_- - - -_- -_-_I_- - - --- - - - --_-_-_---_-_-_-_-_-_-_-_-_-_-_- - -, �m �• . DIMENSIONED PLAN y I O 1/4" - 1'-0" 9, 2011 HARVARD JOLLY, INC. i -7" 3"-8" 2'-B 6•-8"-41 -6 12'-6" 1'-9" 111 6'-4" -8,0-42-O2-31 �26 1/2"�2" E 0 2' 4' , 2' A6.1 I I I g I I EQUIPMENT LEGEND SYMBOL MSCRF M ❑ STANDARD BOOKCASE (DOUBLE -SIDED) '- I 36"L z 12"D x HT. INDICATEDON PLAN I I 0 36AND%RD BDOx HT. INDICATED ON PLAN a READING CHAIR `---------------(----------------- ----- ---- --- --- O -- — — — — '—' ----------------------------------------------------}------------------------ --------------------•I PADDED OFFICE CHAIR ON CASTERS awMe soax c°.i w eoox co.i a.i waMa�'4 sm.�a� ° I +Y LL MULTI -PURPOSE ROOM SEATING (STACKABLE) � •. �" ¢ COMPUTER CHAIR ON CASTERS Q L L 1 � I �- - ---------- F --- O--------- - - - O - - - - - - - - - - ---------------- L FILE CABINET 2 1------------------- �-^�,, r-------�-rx°r--------f J 1------`v���l--------isr �------------ - - - -- �-°i--------`Tarr------- .. �..,�. T COLLECTI[Ria,Lz an�nazr'siz an�n�siz_�sizsds iznas_ems J ©❑� z B izz i i. 1 _TABLE 42"W x 48"L W/ 2 CHAIRS ��i i��i��i --� II �I C--� �--� �I__-LI--T___L-1---y1 READING CHAIR WITH TABLET ARM � I I r-F---{-- -I1--�-� � L--J L--J L--J I €� -- ______J _ •��,/ �\) O 36° DA TABLE F_ Q Ii i , r--r r--r r--r I I I`y J TABLE 72"L x 35"W �c a q==,- L�---�-- =---�'-+-__+_' STORAGE I / I C==� C=_C CC=C C=-C lOSB W 4 CHAIRS i I I I — — — I � I 1 III II � � f---- I/I�--�'/I�^sg1, �! I,.y I. ' I. (ill }'i ` { I �I Iy�lW I�� -11 I I I fill I i��i��i ly � � �r-� �r1 � �j7 I ICI 011 � l�l�ss'dl 1�A�s yi �� �� � YOUTH READING TABLE (EXISTING TO BE � I@ @ 19 58 I+� I ICI I-+ Ir I. �a°` I°.°`i' °hex raF aE I Ii1 rT� REFURBISHED OR REPRODUCED) W/ 6 CHAIRS i f —�—i F F, i i—i -i �Siai„ o-u GW ♦Tr 8 yy yy 1 0 9 A 8�1 1 14�1 4� i� 3� li H- HTa iGHILDREN'S �I � � I 'I � 1 I� = 1 COLLECTION YOUTH COMPUTER CARRELS W/ 3 CHAIRS o ;Fd — h [y IyRF y¢ ICI I{�rnI�J1 fl �I �I I I I III 1�<y " I� �TI I��IY�'' ���I��' �� 2�' �I�Illri' I II — 11 I � �� I I ❑ PODIUM I jj I . I I yn jj I I . 1 .j. I ij-TYI T I I d:� i II I GF( »iiii l � I I/U I ill.° ..�� �si � I ■ c7 LFOLDING TABLE C vi i z km++-i 1. er- i F-♦�—i I, F.—i F@-4.-i+-z 1 1 Q'GA.LEY 72"L x 3o"w�ljS105 I J(ddI jj jj yi.J j■ijj41 - MEETING ROOM NEW BOOK DISPLAY I� 14EIS I I��1 j� I I I I I C I I C I I i i r i y¢ I pat Iy�F{I i J y�F(i I I I i I i li 6�yaFCs I i3 r INFORMATION ACCESS STATION I 61 4SIY 1 i4 4E1 �I�i Iy i4 1jgi ' kpx rt .uwwnc T T �' El, 3 \,-------- --- --- --------------------------------------------------------- ----------- �/ — I erevlsx l musa� xd moxs xu eoals __ __ _ �_ _ _ _ _ T �Y''/ )----------------------_---_----------_---------- -- --__- ----- COMPUTER STATION STUDY CARRELS 42" x 30" Li LAI v/ I PRINTER STATION 60" X 30" < ) I I - o 6 -- _ -- ..' ------ ------ -- _ I T �!!� Q �!�� P ������Q �!�5 Q ��� 9 EGor Q 1 p\ F-----+------+------� TABLE 60"L x 48'W i 10/�`��`c`I-�!�•%�\` �` .z Ir. scaly .z Imo- ,z NEWI BOOW/ 4 CHAIRS _ _ _ iI Iii ��j-jP'�dM UTERS ------ -,�,- -Fn-`� / 100 0® L__J I ryy IIIri 1 I'I' I' e°dp ,( /1 , L-7-`.1�_ Ll `. L?`. LAam11 1 . 'i7 / 3� . 'L3 . 'CS vv L�9 II li F°------+'------+'-_-----1 LOBBY kc_ -------------------- i -- --- b c- ` r r 1 -a bL__ �-_egb .as I __'_J ___ _ • ____ COMPUTER DESK _ -� b Q:- J � � 1 ; I it = i i I I EOPLE COUNTER, v ------- -au I i4�-------------------------------------------------�=--; —�------------------ ------ --- ----------- ,�..+y�� TABLE 48"DIA, W/ 4 CHAIRS I 1 BOOK 1 SALES �� noa'o.-t= now-.- ----- TwPow-� I b n�� ----- - - - - -y❑ r �- -----iz-----i'7----- -''-0-------'�� M I SS j tot SINE C NTER - l � < JANITOR ° � WORK TABLE 96°L X 36"W I I I I I JJJ I � II ice,.. nncx �s sew-- x- I6 "^'"''�'i --- --- --- --- ❑ - _ I t - ------ - ----�- ��=+_._+_� ❑ �z------- T _______ � GENERAL NOTES '' - I IL° xmvamssi°,_xmvwuey°+_xs svwusy°,_xn�uwr.61 �� GENERAL IT IS THE TE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR A .z -- COMPLETE nm O SP ET AND FUNCTIONAL EQUIPMENT INSTALLATION. OWNER FURNISHED ADULT READING I WOMEN NT SHALL BE VERIFIED PRIOR TO ROUGH -IN TO DETERMINE ALL r J \J Y 1 ,iu1 L- ___ _______I, 104 102 REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO SIZES, CLEARANCES, I COMPANION TOILET BLOCKING, METAL BACK-UP, ELECTRICAL, MECHANICAL, PLUMBING, 1 ❑ I I SUPPORT, ETC. THE GENERAL CONTRACTOR SHALL ASSURE THAT ALL 114 NECESSARY REQUIREMENTS HAVE BEEN INCLUDED IN A TIMELY MANNER SO AS NOT TO DELAY THE WORK AND TO PROVIDEFOR COMPLETE \ TEENS FT1T / \ r� EQUIPMENT INSTALLATIONS. --------------- _.T_,__�_—_—_—_%_yJ-._T-------- --------------------- —_—----------------------------------- —_—_—_—_—_ _—_ — — — —_——_—_—_—_— ——_—_—_—_—_—_—_—_—_—_—_— —_— 2. OWNER FURNISHED ITEMS - r-F---F--1----�-1 1 1 ( - COORDINATE ALL EQUIPMENT INSTALLATION WITH THE OWNER. TAKE CARE L__J L__J 4- ' U �`,_ '•L I ______m �� 70 PREVENT ANY DAMAGE TO OWNER FURNISHED EQUIPMENT. Oz ------ ------ ------ ----- r- I`T. - --I .� MEN 3. SCHEDULE - COORDINATE EQUIPMENT DELIVERIES AND INSTALLATION WITH THE U r_, r__ J T T 1 -- - - ---- i CONSTRUCTION SCHEDULE. DIRECTOR'S OFFICE L--J6-r i 4. THE FURNITURE & EQUIPMENT TRACT SHOWN ARE IN NOT BE IN THE ■•■• 1 J CONTRACTOR'S SCOPE OF WORK (NH THOSE THESE PLANS ARE 'w I I I I PROVIDED FOR THE CONTRACTOR TO COORDINATE THE INSTALLATION OF LIGHTING, POWER AND DATA WITH THOSE PIECES REQUIRING SUCH EFFORTS. co o �- Ise I66 Ifie, -J F6� i 5. ALL ITEMS ARE OFOI U.N.O. ------------------ u ---------- KEYNOTE LEGEND CIR./TECH19SERVICES RECESSED ROLLDOWN ELECTRIC PROJECTION SCREEN - CFCI < 01 (SEE ELEC. & SPECS) i c(6`----------------- ...�_—_—_—_—_—_—_—.—_—_—_—_---.—_—_—_—_—_—_—_—_ — --------- _—_—_—__—_—_ ------ —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—ic__ — ——_—_—_—_—_—_ —_—__—_—_—_—.—_—_—_—_—.—.1_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ FUTURE BOOK SECURITY SYSTEM �+ 11 1 ii i' L J O Comm. Na: ==�J 2010.00 r Imo, II (�� �122 TJ\) STORAGE I O O BOOK DEPOSITORY UNITS -CFCI (SEE SPECS & DETAILS) Drawn �1�18�14 1'..� y b i r-------II `- STORAGE 4 - can. AEW i i I ++ Revised: HORIZONTAL LOUVER BLINDS CFCI SEE SPECS 116 STUDY I O 6'-0" L X 4'-0" H MARKERBOARD - CFCI 1 I I -� 123 L - 4'-0" L X 4'-0" H TACKBOARD - CFCI I � STAFF TOILET STAFF LOUNGE I — I ✓ - O LOCKABLE DISPLAY CABINET `n I 6" HOUSEKEEPING PAD I - 4/;"> FIRE EXTINGUISHER IN CABINET - CFCI _ I Fi � � I 118 sen ? L_-_�_J MECHANICAL I I ��� /%` FIRE EXTINGUISHER ON BRACKET -CFCI �> I I 117 tl1 jELECTRICAL I I 125 n-_- `J ~ vlus no sr¢Inanoru cowrir wrrx I I I BOOK RETURNxrawM nrt u}ap I I ���- r r nc wwlwuw mmxc coo¢ FW I 11 I ---- i --- San ��;; -�.�% �----' 1/ 7�` 1 j1! ---� �------J TI "t"K ------------------------------------ - - ---------- - - - - , - -------------- ------------- ---- - - - - -------- - - - ....... ------- - - - - - - - - -----------------------------------------------!------------------------------ "a"' --------' ---- EQUIPMENT PLAN � I I i 1/4" - 1'-O" Q2011 HARVARD JOLLY, INC. E O 2' a' 12' + A'" ° I 1 REFLECTED CEILING LEGEND CEILING SYSTEMS u YXY LAY -IN ACOUSTICAL CEILING ON GRID J REFER TO A19 DRAWINGS AND SPECIFICATIONS FOR m SCHEDULE h TYPES. J w. YX$ LAY-INACOUSTICAL CEILING GRID Al 4,p a REFER TO A19 DRAWINGS AND SPECIFICATIONS FOR SCHEDULE & TYPES. O $ ,. S/B" THICK GYPSUM WALLBOARD CEILING ON STEEL � d SUSPENDED TEE GRID WITH EITHER CROSS TEES OR GALV. STEEL HAT CHANNELS. m CEMENT PIASTER CEILING/SOFFIT ON GALV. METAL Q y LATH ON SUSPENDED SYSTEM. 1"1'"J � REFER TO DETAILS/SPECIFICATIONS w GYPSUM WALLBOARD SOFFIT/FASCIA PROVIDE AT ALL F CEILING GRID CHANGES OF DIRECTION AND AS Q ,,.....w. 0 NOTED. REFER TO DETAILS. ? ® n 1 1 O O O O O PRE -FINISHED METAL SOFFIT PANELS ON GALV. MTL FRAMING. i LIGTITLNG w O 2'X2' RECESSED FLOURESCENT LUMINAIRE Q x 11 REFER TO ELECTRICAL DRAWINGS. ? 1 a O O 1 —O O O 2'X4' RECESSED FLOURESCENT LUMINAIRE REFER TO ELECTRICAL DRAWINGS. o 10' 4 SURFACE MOUNTED FLOURESCENT LUMINAIRE z 1 O 4 L ffi REFER TO ELECTRICAL DRAWINGS. gb a 1 99 - J SURFACE MOUNTED STRIP FLOURESCENT LUMINAIRE y J C WKIN N O O p �� REFER TO ELECTRICAL DRAWINGS. $$ }v O \� I RECESSED INCANDESCENT LUMINAIRE o REFER TO ELECTRICAL DRAWINGS. _ z RECESSED MOUNTED DOWNUGHT �jpf$3j w 0 REFER TO ELECTRICAL DRAWINGS. I" ALLEY O MEETR Gc M O O REFER TO ELECTRICAL DRAWINGS. lJ WALL MOUNTED DOWNUGHT r0 REFER TO ELECTRICAL DRAWINGS. ® ® � LIFE SAFETY m 10 - m m ® ILLUMINATED IXIT SIGN SINGLE FACE W/ ARROW/5 (WHERE INDICTED) REFER TO ELECTRICAL DRAWINGS. ® ILLUMINATED EXIT SIGN DOUBLE FACE W/ ARROW/S (WHERE INDICATED) O REFER TO ELECTRICAL DRAWINGS. F/A SMOKE DEFECTOR O REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS 1. 0'-� — F/A HEAT DETECTOR /jam O REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS LITERS EW1 00 O �� / EXP. ® {�--} F/A HORN EX'. REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS \ r� F/A HORN WITH STROBE II LjNf REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS O F/A STROBE REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS CEILING DEVICES m m ® DIFFUSER GRILLE REFER TO MECHANICAL DRAWINGS. 113 10�.-8 101.-(g - RETURN AIR GRILLE A REFER TO MECHANICAL DRAWINGS. p 10'-4 EXHAUST GRILLE - S'— 0 10 ® REFER TO MECHANICAL DRAWINGS. S CE TER JANI� ® ® CEILING ACCESS PANEL '-O -# ELEVATION TO BOTTOM OF CEILING A.F.F. O ® 10'-4 Q 112 READING WOMEN p COM PANI012hT01LET GENERAL NOTES 11 TEE O v 10'-4 103 V MEN 'A N DIRECT p p 1 �-4xy A O � � U 119 j CH. S RVIC ' 10 4 N Z Comm. No: 12010.00 IL-71 z I :1�41 I - Mir Dale. 01 / 16/ 1 4 L> f� 1 '-� ffTf11 1 GE Rev d: AEW 10 4 I — 10'-4 Y O � STA 124 EP IL�IET c - EX?. i ME HA ICAL 1 0 4 '^ 717 ELECTRICAL � i a1p'0 cowv wrt» B ® V .-REFLECTED CEILING PLAN v — 1 /4" - 1'-0" Q 2011 HARVARD JOLLY, INC. i E 0 C. 0 2' 4' 72' Q A8e1 KEY NOTES METAL DOWN SPOUT, TYP. CONT. SELF "Z" CLOSURE RIDGE/ HIP SEALANT, TYP.ADHERING 3/4" TURN UP FLASHING `:. WATERPROOF MIN. POP RIVET AS .. «8 ALUM. STOREFRONT SYSTEM, MEMBRANE, SUPPORT S RT PLATE REO'D. TO FLUSH O7 4' DIA. ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTIAND GUTTER - TYP. TYP. THE LAP OF THE SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. METAL COUNTER FLASHING, RIDGE FLASHING TYP. SEALANT AT VERTICAL LEG & 2 PRECAST CONCRETE SPLASH BLOCK a 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. UNDER Z" SUPPLY. CLOSURE. TYP. STANDING SEAM O 8" ALUM. QUARTER ROUND GUTTER. B.O.D.: RUTLAND GUTTER KYNAR FINISH. COLOR: MEDIUM BRONZE. $ CONT. BASE FLASHING, TYP.,- - -_ METAL ROOF '- PANEL, TYP. 4' z 12' OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND 0 2" FOIL FACED POLYISO- BEARING PLATE, DOWNSPOUTS. CYANURATE RIGID INSULATION, TYP. - '� ,Y TYP. POLYISO- c� - , �- 4 MIN. 4" CANT STRIP, TYP. CYANURATE RIGID INSULATION, TYP. § y 4" MIN. POLYISOCYANU RATE _� a Q w RIGID INSULATION, TYP_ DOVETAIL ROOF DECK, TYP. a 6" METAL STUDS, TYP. _� ROOF TRUSS SEE STRUCT. '""`""' O 5/8" G.W.B. ON 3-5/8" DWGS., TYP. MCC METAL STUDS, TYP. RIDGE BEAM 2 1-1/" METAL ROOF DECK - SEE STRUCT. TYP.P. � SEE STRUCT. DWGS., TYP. STEEL ANGLE - SEE STRUCT. �^ z ✓ ,x DWGS, TYP. STEEL JOIST - SEE STRUCT. DWGS., TYP. Q �' RIDGE/ HIP DETAIL STEEL BEAM - SEE STRUCT. E5 1 1/2" 1'-0' i s.: a DWGS.. TYP. tt 0 z [Y L O f.• e u Z GENERAL NOTES 1. ALL CRICKETS TO BE SLOPED 1/4' PER FOOT. 4 i 1 4 DETAIL @ CLERESTORY D6 FII 1 11 14J 4 , 4 1 1/2" = 1'-0" Al A3 C5 GUTTER A9.2 A9.2 A9.2 GUTTER STRAP FIELD CUT, BEND Cl C3 RETURN IN PANEL, & A9.2 A9.2 HOOK RETURN OVER "Z" RETAINER STRIP STANDING SEAM METAL ROOF "Z" RETAINER STRIP PANEL SET IN SEALANT, TYP. CONT. SELF - ADHERING N N N MEMBRANE WATERPROOFING, CLIP AND -.- TYP. o= ¢ FASTENERS _ - 3/4" EXT. GRADE PLYWOOD a d a BEARING PLATE --='� SHEATHING, TYP. _ 4" MIN. POLYISOCYANU RATE \ \ \ _ 1 RIGID INSULATION, TYP. 3 f J f DOVETAIL ROOF DECK 1 1 1 1 ROOF TRUSS - SEE STRUCT. j DWGS, TYP. 6 6 C 5/8" G.W.B. ON 1-5/8" METAL STUDS, TYP. 1. CONC. BEAM - SEE STRUCT. DWGS., TYP.25 v 3/4" CEMENT PLASTER ON N METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, _ _ J 2-1/2" METAL TYP. STUDS, TYP. 1-1/2" FOIL FACED POLYISO CONE. SELF ADHERING CYANURATE RIGID INSULATION MEM- BRANE WATER- 3 �i PROOFING, TYP. CONT. METAL ((— FLASHING W/ FLAT SEAMS 10' O.C. TYP. EAVE DETAIL C6 W W � O CONT. PRE -FINISHED METAL v v v 4 CAP FLASHING, TYP. \ .- B" SMOOTH FACE CAST STONE MASONRY, TYP. n` 2" AIR SPACE, TYP. 1-1/2- RIGID INSULATION, TYP. Comm No: 12010.00 __ __ 12" C.M.U., TYP. Date. O 1 1 6/ 1 4 MASONRY TIES ® 16" Orawn- AEW D.C., nP. RAKE FLASHING, TYP. Revised: STANDING SEAM METAL ROOFING, TYP. B RING PLATE, TYP. CONT. SELF -ADHERING A6 A5 MEMBRANE WATERPROOFING, Asa A9. 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 4' MIN, POLYISOCYANU RATE R GID INSULATION, TYP. 3-1/2" DOVETAIL ROOF DECK, nP, 1 4 4 1 SEALANT, TYP. "J" CLOSURE, nP. 18 GA. MIN. SUPPORT PLATE, TYR CONT. THRU-WALL FLASHING, TYP. m n[ em or w nraxA[Gc[, nic STEEL ANGLE - SEE STRUCT. DWGS., TYP. rwa w sMil" nova co— wm+ M All— BIII.GI G C M. IItlI1X TM IOIIM ROOF PLAN 1 /8" - 1'-0" Cl 2011 HARVARD JOLLY, INC. A9.1 A7 RAKE DETAL o 4' 8' 24' 1 2" = l'—o" EAVE DETAIL C61 1/2" - V-C„ GUTTER GUTTER STRAP FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER "Z" RETAINER STRIP FLASHING W/ FLAT SEAMS 10' O.C. TYR. 18 -0 T.O. MASONRY 4 -8 B.O. SCUPPER 14 -0 JOIST BEARING STANDING SEAM METAL ROOF PANEL CONT. SELF -ADHERING MEMBRANE WATERPROOFING, TYR. �43/4" EXT. GRADE PLYWOOD 1 MIN.I NG, YIS 4- MIN. POLYISOCYAN'JRATE RIGID INSULATION, TYP. DOVETAIL ROOF DECK ROOF TRUSS - SEE STRUCT. DWGS, TYP. 5/8" G.W.B., TYP. STEEL BEAM - SEE STRUCT. DWGS., TYP. 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, TYR. 1-1/2" FOIL FACED POLYISC CYANURATE RIGID INSULATION 3-5/8" METAL STUDS, TYR. 6" METAL STUDS, TYP. ALUMINUM STOREFRONT SYSTEM, TYP. CONT. PRE - FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYR. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU-WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. CONT. DAMP PROOFING, TYR. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYR. 1-1/2" RIGID INSULATION, TYP. 4" DIA. DOWN SPOUT, TYR. CORNICE DETAL C51 1/2" = I'-D" 18 -O' _ T.O. MASONRY 15-0"_ _ 8.0. SCUPPER 14-0"_._._ JOIST BEARING 1 3 3 1/2" CONT, PRE - FINISHED METAL COPING, TYR. BACKER ROD AND SEALANT, TYR UTILITY SIZED BRICK STRETCHER COURSE, TYP. "$"T.O. MASONR' MODULAR SIZED BRICK ROWLOCK COURSE, TYP.- NORMAN SIZED BRICK STRETCHER COURSE, TYR. MODJLAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODJLAR SIZED BRICK ROWLOCK COURSE, TYP.- CONT. DAMP PROOFING, TYR. UTILITY SIZED BRICK STRETCHER COURSE, TYR. MODIFIED BITUMINOUS B.U.R. ON 4" MIN, RIGID 15 -5 12 INSULATION ON B.O. SCUPPEI METAL DECK, TYR. B" C.M.U., TYR. 2" RIGID INSULATION, TYP. 14 -9 12" JOIST BEARIN CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE CONT. PRE - FINISHED METAL COPING, TYR. BACKER ROD AND SEALANT, TYR. UTILITY SIZED BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK ROWLOCK COURSE, TYR. NORMAN SIZED BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYR. THRU-WALL FLASHING, TYP. UTILTY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE LEADER HEAD MODIFIED BFTUMINOUS B.U.R ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYR. 1-1/2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. SCUPPER DETAIL 1 1/2" = 1'-O" 18 -0 T.O. MASONR 15 -4' 8.0, SCUPPE 14".—.— JOIST BEARIN CONT. PRE - FINISHED METAL COPING, TYR. BACKER ROD AND SEALANT, TYR UTILITY SIZED BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK ROWLOCK COURSE, TYR. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG, ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYR. THRU-WALL UTILIITY SIZEIND BRICK STRETCHER COURSE, TYR. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8"-1C.M.U., TYR. t/2" RIGID INSULATION, TYP. 4" DIA. DOWN SPOUT, TYR. CONT. DAMP PROOFING, TYR. CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE CONT. PRE - FINISHED METAL COPING, TYR. BACKER ROD AND SEALANT, TYR UTILITY SIZED BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK ROWLOCK COURSE, TYR. NORMAN SIZED BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYR. THRU-WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYR. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYR. 1-1/2" RIGID INSULATION, TYR 4" DIA. DOWN SPOUT, TYR. CONT. DAMP PROOFING, TYR. 8 -0 _ T.O. MASONRY 1 15-8.12_ _ B.O. SCUPPER 14-9 12" JOIST BEARING OVERFLOW SCUPPER DETAIL C11 1/2" =1'-0" T.O. MASONRY i 5 -8' _ B.O. SCUPPER J1OIST BEARING CONT. PRE - FINISHED METAL COPING, TYR. BACKER ROD AND SEALANT, TYR. UTILITY SIZED BRICK STRETCHER COURSE, TYR, MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP, MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU-WALL FLAUTILITYNP SIZ D BRICK STRETCHER COURSE, TYR. STEEL ANGLE OVERFLOW SCUPPER MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYR. 8" C.M.U., TYP. 1-1/2" RIGID INSULATION, TYR. CONT. DAMP PROOFING, TYR. CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE FONT. PRE - FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. / UTILITY SIZED BRICK STRETCHER COURSE, TYP.SIZED MODULAR SIZED BRICK ROWLOCK /A V� COURSE, TYR. J NORMAN SIZED BRICK BRICK STRETCHER COURSE, TYR. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYR. THRU-WALL FLASHING TYR. UTILITY SIZED BRICK STRETCHER COURSE, TYP. Comm. No 1 201 0.00 STEEL ANGLE Date. 01 / 1 6/ 14 Orawn: AEW OVERFLOW SCUPPER Revised MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYR. 1-1/2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYR. - - "1/2 1 /2 ro ra acst a w •MOMtmac. 11E ItlEN9MMM.. 11i O S. Y 1111M CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S nI OPTION: BRICK OPTION: BRICK OPTION: BRICK OPTION: BRICK STRETCHER STRETCHER STRETCHER STRETCHER o SCORED & SCORED & SCORED & SCORED & o POINTED TO GIVE POINTED TO GIVE POINTED TO GIVE POINTED TO GIVE o THE APPEARANCE THE APPEARANCE THE APPEARANCE THE APPEARANCE o OF A ROWLOCK COURSE OF A ROWLOCK COURSE OF A ROWLOCK OF A ROWLOCK 412011 HARVARD JOLLY, WC. COURSE COURSE A9.Z a E A6 SCUPPER DETAIL A5 OVERFLOW SCUPPER DETAIL A3 SCUPPER DETAIL Al OVERFLOW SCUPPER DETAIL u 1 1/2' - 1'-0" 1 1/2" - 1'-O" 1 1/2" - 1'-0" 1 1/2- - 1'-0" 41LEL. 25'-4"_ _ T.O. MASONRY 8=0=___ .0. MASONRY t__q T.O. MASONRY B -0'_ _ _ .0. MASONRY m 5 --------1-- KEY NOTES Oj METER CAN k DISCONNECT OWALL HYDRANT - SEE PLUMING DRAWINGS OCONDUCTOR HEAD & 4' DIAL ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. O •-• a $ O4 4' x 12' OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND 5 DOWNSPOUTS. LL O 1/2' BRICK E%PMISION JOINT m w Q Z. z 5 T z s 0 o U w iJiJ � " = 1'-0" N 1 ORTH ELEVATIO 0 2' 4' 12' GENERAL NOTES 1. SEE SHEET A20.1 FOR BRICK AND STONE TYPES. } V ZEPHYRMLLS N ~ PUBLIC - LIBRARY V LT Comm No: 12010.00 aDare 01 / 16/ 14 Drawn AEW / \ ; M TI[ •sf of W ItNON MM TIE P M SPECFlC s WPLY •1111 TIE NNU. WU GOOFS. EAST ELEVATION 2 1 /4' = V-0" d 2011 HARVARD JOLLY, INC. 0 2' 4' 12' A10.1 KEY NOTES Oj METER CAN h DISCONNECT �NB°F m OWALL HYDRANT — SEE PLUMBING DRAWINGS J v O3 CONDUCTOR HEAD i 4• DIA ROUND ALUMINUM DOWN SPOUT. B.O.D.: O a RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. S O4" x 12' OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND DOWNSPOUTS. O1/2• BRICK EXPANSION JOINT 5 1 5 3 4 5 5 4 5 3 2 5 5 3 4 2 g w a Z 'T" ,J�,E�L 25 —4' w z 187(2._._._ .0. MASONRY Ml M�■IN ��1� ■I■■■■■������i������ •�����������������1 ■ 1■■1 _■_._■__MEN ________ Emi MEN ■■ ■�■����t 1•�� ���I��Y�■MEN 5) ( 2 ) (5 h T. 25'-4" T.O. MASONRY YT.O. MASONRY 0 i a 6 SOUTH ELEVATION 1 0 2' 4' 12' WEST ELEVATION 2 1/4" = 1'-0• 0 2' 4' 12' LGENERAL NOTES 1. SEE SHEET A20.1 FOR BRICK AND STONE TYPES. Comm. No 12010.00 Date. 01 / 1 6/ 14 Dra,,,, AEW Revised TD THE — OF HY giPHiDDE. THE P HAD •KCRCAT IXx W THE .".v. ■U■ w dM3. 9) 2011 HARVARD JOLLY, INC. A102 z• YT.O. MASONRY Q 3 �.—.—._ 12 _j �J�F'3'-4" YI.O. MASONRY �. a n -cL. 21 "-0" T.O. STEEI BEAM — I — — _1 ' ••' Y8 T.O. MASONRY 15 —a" _ _ .0. STEEL BEAM I I I I • i TJOi.S` BEARING YJOIST BEARING I 1 z I I I I 4 I I ®w I 1 I I f} z 1 1 � ��� I I I I 17T 1 J.EITFI _,.... -_. 1 I I ✓ I z I 1 <0 g U 4 12 0 _0" I 1 I 1 m�d�5m Y �I N. FL .....__. 'v H m z �m deb m —J I �LLo`a'w� o 1 BUILDING SECTION 1 0 2' 4' 12' o U � 3 m V u 3 Comm. No 12010.00 o° o Date. 01 / 1 6/ 14 a Drawn. AEW z z 0 Revised: V Z n 0 Q N a h m n+t esr or ur twwnmoc nc rwa rro setasxnoxs couxr wrtw ra wnuuu eumra caoE_s. N I 0 0 0 0 C 2011 HARVARD JOLLY INC a A10.3 1. a T.O. MASONRY 1 I I m Q L t o I � a IEEEF 1 1 T O MASONRY OPENING I I f < I I I I o [FIE s �—=LL o _ o V K FIRE ALARM; FIRE ALARM FIRE ALARM r 9 O U 4m��� �w LL PULL STATIbN I PULL STATION PULL STATION �a„'�� z o I 1 I I I I S1i�OLim�� � o FIN FL. 1 I I 1 25 -4' — — — — - YT.O MASONRY Y T.0 MASONRY OPENING i A11.5 — — — — — — — — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I --------------------i� BUILDING SECTION MN 0 2' 4' 12' BUILDING SECTION Date " 12010.00 2 Date: 01/16/1, Drawn AEW Revised 0 2' 4' 12' w e am Or M .1c.Lmz , f PL4C ND SPCCIAGT°NS COMPLY WIM M MixWUM BULpNO COOES © 2011 HARVARD JOLLY, INC. A10.4 m a `L Z y Z Y yy Q v. .. Z SQ Q 2 � `YjYj O A• Q U � O ����■ o CONT. PREFINISHED METAL CONT. PREFINISHED METAL CAP FLASHING, TYP. CONT. PREFINISHED METAL CAP FLASHING, TYR. CAP FLASHING, TYR. T.O. MASONRY T.O. MASONRY — - --— -— . — T.OMASONRY m m 2" AIR SPACE, TYR. m MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANURATE RIGID MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANURATE RIGID MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANU RATE RIGID INSULATION ON METAL DECK, TYR. INSULATION ON METAL DECK, TYR. INSULATION ON METAL DECK, TYP. 00 2" AIR SPACE, TYR. 14 —8" - .C. TIE BEAM TO. CON _ _ _ _ 14'-8M T.O. CONC. TIE BEA ---- TA. CONC. TIE BEAM CONC. TIE BEAM — SEE STRUCT. DWGS- TYR. CONC. TIE BEAM — SEE STRUCT. DWGS., TYR. CONC. TIE BEAM —SEE STRUCT. DWGS., TYR. NORMAN BRICK HEADER COURSE, TYR. NORMAN BRICK HEADER COURSE, TYR. 0 0 MASONRY TIES AT 16" O.C. MIN., TYR. CONT. DAMP PROOFING, TYR. 2' X 2' ACOUSTICAL TILE CEILING, TYR. 2' X 2' ACOUSTICAL TILE CEILING, TYR. m 2' X 2' ACOUSTICAL TILE CEILING, TYP. MASONRY TIES O 16" MASONRY TIES O 16" O.C. MIN., TYR. O.C. MIN., TYR. 5/8" G.W.B. ON 1—'/2" 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYR. METAL FURRING STUDS, TYP. o I UTILITY SIZED BRICK, TYR. 1—t/2" FOIL FACED POLVISO— 1-1/2"ATE 1-1/2" FOIL FACED POLYISOCYANURATE r+ RIGID INSULATION, TYP. RIGID INSULATION, TYP. 5/8" G.W.B. ON 1-1/2- METAL FURRING STUDS, TYR. UTILITY SIZED BRICK, TYR. UTILITY SIZED BRICK, TYP. 1-1/2- FOIL FACED POLYISOCYANURATE RIGID INSULATION, BRICK NORMAN SIZED BRICK SOLDIER 2" AIR SPACE, TYP, ro 1" AIR SPACE, TYR. COURSE, TYP. CONT. DAMP PROOFING, TYR. CAST STONE WATER TABLE, TYR. io CONT. DAMP PROOFING, TYR. ALUM. STOREFRONT SYSTEM, TYR. CAST STONE WATER TABLE, TYP. .o CAST STONE SILL, TYP. is co 1" AIR SPACE, TYP. 4" CHISLED FACE CAST STONE 8" SMOOTH FACE CAST STONE MASONRY, TYR. 8" SMOOTH FACE CAST STONE MASONRY, TYR. 4" CHISELED FACE CAST STONE MASONRY, TYR. 4" CHISELED FACE CAST STONE MASONRY, TYP. MASONRY, TYP. 8" SMOOTH FACE CAST STONE J MASONRY, of WEEP HOLESS O 24" O.C., TYP. v ,•. '•: CONT. THRU—WALL FLASHING, TYR. WEEP HOLES O 24' O.C., TYR. „ -' WEEP HOLES O [ i v •:S CONT, THRU—WALL FLASHING, TYR. •.•i. v 24" O.C., TYP. CONT. THRU—WALL ��rr ` t t.- n.° 4" C.M.U., TYP. f 4" C.M.U.. TYP. FLASHING, TYR. 4" C.M.U., TVA. v is 8" C.M.U., TYP. v 8" C.M.U., TYR. a — 8" C.M.U., TYR. 9 CONC. FOOTING — SEE STRUCT. DWGS., TYP. _ o SEE STROOTINDWGS., TYP. •� :< �- CONC. FOOTING — SEE STRUCT. DWGS., TYP. Comm. No 2O10.00 Date O 1 B�1 ¢ ,t CONT. VAPOR BARRIER —OVERLAP 2'-0" AT PERIMETER iv CONT. VAPOR BARRIER —OVERLAP 2'-0" AT PERIMETER ml '' VAPOR BARRIER —OVERLAP Draw: AEW — 2--0- AT PERIMETER —0" —.—.— —.—.— — FLOOR FIN. FLOOR - - F N. FLO—OR =ll �i—T%I Ill,j 1 �� COMPACTED FILL f MCOMPACTED FILL — III T TfL-III T1 fiII—I _- III III _I III Ili I— _ III —III_ ' 1—I P1 I � III —II _ , I�_TII� 7i 11I— I I I—III—ITI=i 11- II-11 III- COMPACTED FILL l �a —III—III_ II ��Ji11 �_ -II111 TI I�:7 --_- - j -Ill- TJ- I -II11 11�ll1T ro nrt ecsr or Nr iaonmoc, r �1c lXE YWNUN B�U.�➢IMD CW6- — WALL SECTION WALL SECTION WALL SECTION 3 2 1 C2011 RVARD JOLLY, INC. HA 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" A11.1 J g O a CONT. PREFINISHED METAL m Q w CAP FLASHING, TYP. CAST STONE SIGN, TYP, _ _ _ _ _ 25'-4"_® PFAK k,y --- T.O. MqS NRY 8N a' STANDING SEAM METAL ROOF 4" MIN. POLYISOCYAN U RATE RIGID CONT. PREFINISHED METAL O ? INSULATION ON METAL DECK, TYP. CAP FLASHING, TYP. o 5/6" G.W.B. ON 1-1/2" - METAL FURRING STUDS ON B" C.M.U., TYP. VARIES ------T-O:laASONRY 0 23'-8" ® PEAK `.'t:' - 0 METAL DECK T. CONT. DAMP PROOFING, TYP. •y; CONC. TIE BEAM - SEE SRUCT. .�. DWGS., TYP. Q r TH OTH FACE CAST STONE MASONRYTYP ' ., A SMOO z _ MASONRY TIES ® 16" O.C. MIN., TYP. } STANDING SEAM METAL ROOF ON ' =� 4" MIN. POLYISOCYANURATE RIGID - TYP. < CAST STONE TRIM, TYP. ?;' 1-1/2" AIR SPACE, TYR. INSULATION ON METAL DECK, :;5;-_-,-.-, VARIES ,"<., o w i, UTILITY SIZED BRICK, TYP." Z °- .M ;�`, 1-1/2" FOIL FACED POLYISOCYANURATE RIGID INSULATION, TYP. .' 2;; CONT. DAMP PROOFING, TYP. • t JO �•` NORMAN SIZED BRICK SOLDIER COURSE, TYP. 0 in � CAST STONE KEYSTONE CAST STONE TRIM, -� _ TYR. CONS. THRU-WALL �. 5/8" G.W.B. ON 1-1/2" '•'�•},•4 METAL FURRING STUDS ON CONT. PREFINISHED METAL it! ef .-�• FLASHING, TYP. 12" C.M.U., TYP. CAP FLASHING, TYP.CONC. .i1 ARCH - SEE STRUCT. _ DWGS.. TYP. ao 1/2" T.O. MASONRY ALUM. CURTAINWALL SYSTEM, TYP. o I G' MODIFIED BITUMINOUS B.U.R. ON -. - 4" MIN. POLYISOCYANU RATE RIGID INSULATION ON METAL DECK, TYP. _ CONC. ARCH - SEE STRUCT. 14'g m DWGS., TYP. -.-.-.- T.O. CONC. TIE BEAM I CONC. TIE BEAM - SEE ^ STRUCT. DWGS., TYR. 4a 2' X 2' ACOUSTICAL TILE CEILING, TYP. - MASONRY TIES ® 16' O.C. MIN., TYP. n MASONRY TIES ® 16" O.C. MIN., TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. 1-1/2" FOIL FACED POLYISOCYANURATE 1-1/2" FOIL FACED POLYISO- RIGID INSULATION, TYP. CYANURATE RIGID INSULATION, UTILITY SIZED BRICK, TYP. UTILITY SIZED BRICK, TYP. CAST STONE WATER TABLE, TYP. a I 2" AIR SPACE, TYP. CAST STONE WATER TABLE, TYP. 1" AIR SPACE, TYP. CONT. DAMP PROOFING, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. 4" SMOOTH FACE CAST STONE V MASONRY, TYP. CONT. THRU-WALL ,} S FLAHING, TYP. ?i- J CAST STONE BASE, TYP, v a 8" CHISELED FACE CAST STONE - CAST STONE BASE, TYP. MASONRY, TYP. `• WEEP HOLES 5 •p 24" O.C., TYP. U p FONT. THRU-WALL N (LASHING, TYP. 8" C.M.U., TYR. - •} 8" C.M.U., Ty.. - �:I 4" C.M.U.. TYP. 12" C.M.U., TYP. ''�" 12" C.M.U., TYP. v 8" C.M.U., TYP. t, f4 CONC. FOOTING SEE STRUCT. DWGS., TYP. lst...; CONC. FOOTING - CONC. FOOTING - Comm NO 1201 0.00 Date O1 16 14 / / -^^ SEE STRUCT. DWGS., TYP. o SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER -OVERLAP 2'-0" AT PER IMETER NS4 'a CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER N CONT. VAPOR BARRIER - OVERLAP DrewnAEW •t.rr, COMPACTED FILL u ':":vr, COMPACTED FILL rr 2'-0" AT PERIMETER Revised: - -------FIN. - - - - FLOOR* < ..a-. FIN. FLOOR FIN. FLOOR a -I11 !I1=III -1I II-_-- - - - = 1=III-I1=1 =III--- _ =11 =-l II III _ II -III-!! II _ 1 - - - -III - r-II-!II-III-III_-1' COMPACTED FILL ll =11 = III i- -1 I_I E9, 1=1 I I=; ll III -I I' L-1I _=1 El ! I ;1 I 11=1 11=1 I' 1 I� 11-111= -III-I! -I III =1IIr III=TTf�T l lI -� 11411 -I lq I' ail L L lu IIi=1 '�=III-III= II- III I- -L-1I _ a' II1111 I�I�TI1= '11I I- ILL iil I:I- II_ III�I�II� - - - 1 i- 1 -Ili III-J1 III-j=III=11-1- I n-III I I -III I I i -1 1-1 III -III ll-1L�1 I I ll llL I I' � I I I I �I I I I i I ITf��� 11= I' � !=llr III III -III III III -I I �I 11= '�� 11-11TI 1Tf iii- III I i I I i I 11Tf I, III- M 1NE OF W M'OMIDOL TIE RIMS .W SP[Of1 OC COM0.Y Wall iNE YNMUY BUIIOMQ CNLS. WALL SECTION WALL SECTION WALL SECTION 3 20 Z 2011 HARVARD JOLLY, INC. A112 1L 1 II 1111 1irmiI' I1' 1'11 1 '1 1 1 1 1 11. 1l' III 11 11 1 IIl_L_ L1 I N I I ' am"' I I I _ I 1 I 1 1111 11 - — CONT. PREFINISHED METAL CAP FLASHING, TYP. PREFABRICATED METAL CANOPY B.O.D.: MAPES CANOPIES LUMISHADE, SEE STIR UCT, DWGS. FOR ATTACHMENT T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANURATE RIGID INSULATION ON METAL DECK, TYP. 14'-0" _ _ _ _ TA. CONC. TIE BEAM 6/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP 2' X 2' ACOUSTICAL TILE CEIUNG, TYP. 2" AIR SPACE, TYP. 1-1/2" FOIL FACED POLYISOCYANURATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. MASONRY TIES 0 16" O.C. MIN., TYP. CONT. DAMP PROOFING, TYP BOOK RETURN SLOT 8" SMOOTH FACE CAST STONE MASONRY, TYP. 4" CHISELED FACE CAST STONE MASONRY, TYP. WEEP HOLES 24" O.C., TYP. CONT. THRU-WALL FLASHING, TYP. 8" C.M.U., TYP. 4" C.M.U., TYP. CONC. FOOTING - SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER _ _ _ _ _ _ _ 0'-O" FIN. FLOOR COMPACTED FILL rneNNIaNtU -AL 'LASHING, TYP. T.O. MASONRY TIE BEAM - SEE T. DWGS., TYP. IRY TIES 0 16" AIN., TYP. DAMP PROOFING, TYP STONE TRIM, TYP. TOOTH FACE CAST MASONRY. TYP. STONE WATER , TYP. 2" FOIL FACED POLYISOCYANURATE INSULATION, TYP. 2" AIR SPACE, TYP. TOOTH FACE CAST STONE JRY, TYP. IISELED FACE CAST STONE JRY, TYP. THRU-WALL NG, TYP. STONE BASE, TYP. N.U., TYP. .M.U., TYP. FOOTING - TRUCT. DWGS., TYP. 4CTED FILL FlN. FLOOR —, No: 12010.00 31BI O 1 /16/14 awn AEW M T IIIW OF . 1010MADOL M P Ni NID SPECi1GT C y WIM TIE YNMUM 9UE1f1J OOOM U J J J WALL SECTION 2 WALL SECTION 02011 HARVARD JOLLY, INC. u A11.3 u g Zy z -act z O z ■ CON`. PREFINISHED METAL CONT. PREFINISHED METAL CONT. PREFINISHED METAL CAP FLASHING, TYP. CAP FLASHING, TYR. CAP FLASHING, TYR. T.O. -M - - - - - - - - - - - - T-0. _ V ASONRY --0- ASONRY T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON MODIFIED BITUMINOUS B.L.R. ON BITUMINOUS B.U.R. ON 4 MIN. POILYISOCYAN RATE RIGID ---__�4 MIN. POLYISOCYANURATE RIGID -------MODIFIED 4" MIN. POLYISOCYANURATE RIGID INSULATION ON METAL DECK, TYR. INSULATION ON METAL DECK, TYR. INSULATION ON METAL DECK, TYP. do CONCRETE TIE BEAM, SEE CONCRETE TIE BEAM, SEE .. TYP. .1 STRUCT. OWGS., TYR. ......... ......... 2" AIR SPACE, TYR. 2" AIR SPACE, TYR. CONCRETE TIE BEAM, SEE NORMAN BRICK HEADER COURSE, TYR. STRUCT, DWGS . , TYR. , TIES 0 16" O.C. MIN.TYR. MASONRY NORMAN BRICK HEADER COURSE, TYP. ET.O.-CONC. BEAM* 0 - - - - -- - - B.O. CONIC. BEAM 2X2' ACOUSTICAL TILE CEILING, TYR. 2' X 2' ACOUSTICAL TILE CEILING, TYR. 2' X 2' ACOUSTICAL TILE od I N CE Ll G, TYR, L-UTILITY .... MASONRY TIES 0 16" SIZED BRICK, TYR. TIES 0 16" O.C. MIN., TYR. O.C. MIN., TYR. 5/8- G.W.B. ON 1-1/2' 5/8" G.W.B. ON 1-1/2" 5/8- G.W.B. ON 1-1/2- METAL FURRING STUDS, TYR. 0 METAL FURRING STUDS, TYR. METAL FURRING STUDS, TYR. pj 1-1/2- FOIL FACED POLYISOCYANU RATE 1-1/2- RIGID FOIL FACED POLYISO- 1-1/2- FOIL FACED POLYISOCYANURATE iv RIGID INSULATION, TYR. CYANURATE RIGID INSULATION, TYP. RIGID INSULATION, TYR. UTILITY SIZED BRICK, TYR. NORMAN SIZED BRICK SOLDIER UTILITY SIZED BRICK, TYR. COURSE, TYR. 2" AIR SPACE, TYR. AIR SPACE, TYP. CONT DAMP PROOFING, TYR. ALUM. STOREFRONT SYSTEM, TYR. ao CONT. DAMP PROOFING, TYP. CAST STONE WATER TABLE, TYR. CAST STONE SILL, TYR. CAST STONE WATER TABLE, TYR. 1 " AIR SPACE, TYR. 4" CHISLED FACE CAST STONE MASONRY, TYR. 8" SMOOTH FACE CAST STONE MASONRY, TYR. 4" CHISELED FACE CAST STONE 8" SMOOTH FACE CAST STONE MASONRY, TYR. MASONRY, TYR. 4" CHISELED FACE CAST STONE MASONRY, TYR. CONT. DAMP PROOFING, TYP, JL! 8" SMOOTH FACE CAST STONE MASONRY, TYR. WEEP HOLES 0 WEEP HOLES 0 24 D.C., TYR. 24" D.C., TYR. CONT. THRU-WALL FLASHING, TIP. CONT. THRU-WALL FLASHING, TYR. a CONT. THRU-WALL FLASHING, TYR. WEEP HOLES 0 24" O.C., TYR. 4" C.M.U., TYR. 4" C.M.U., TYR. 4" C.M.U., TYP. 8" C.M.U., TYR. v 8- C.M.U., TYR. 8" C.M.U., TYR. CONIC. FOOTING ,-CONC. FOOTING CONIC. FOOTING - Comm No: 1 201 0.00 lo• SEE S7RUCT. DWGS., TYR. SEE STRUC7. DWGS., TYR. SEE STRUCT. DWGS., TYR. Dale:01/16/14 CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER t.2'-0" CONT. VAPOR BARRIER OVERLAP 2'-0" AT PERIMETER CONT. VAPOR BARRIER OVERLAP AT PERIMETER Drawn AEW Revised: FIN.- FLOOR FIN.- FLOOR • �l I F:I 1 EL111=1 i�lj=l 1=1 I COMPACTED FILL =" =7 -I I 1� I COMPACTED FILL 77777777MU-1 t-,MtTl =L COMPACTED FILL a F d0Xs. WALL SECTION WALL SECTIONWALL SECTION 3 _c HARVARD JOLLY. INC. 3/4' = V-0" 3/4" = 1 - 3/4"= 1'-0' A11.4 i c CONT. PREFINISHED METAL CAP FLASHING, TYP. J • ?'°>s' STANDING SEAM METAL ROOF ON J ,e 4" MIN. POLYISOCYANURATE RIGID a x INSULATION ON ACOUSTICAL O a DOVETAIL METAL DECK, TYP. METAL GUTTER, T'P. METAL GUTTER, TYP. Q § p y w STANDING SEAM METAL STANDING SEAM METAL ROOF SYSTEM ON 3/4- ROOF SYSTEM ON 3/4" - - - -- - bL a T.O. MASONRY EXT. GRADE PLYWOOD EXT. GRADE PLYWOOD a„-" ....„,. N SHEATHING ON 4" MIN. SHEATHING ON 4" MIN. s' 3/4" CEMENT PLASTER ON METAL Z POLYISOCYANURATE RIGID POD'ISOCYANURATE RIGID LATH ON 3/4" EXTERIOR GRADE act - w INSULATION ON 3-'/2" INSGLATION ON 3-1/2- "' PLYWOOD SHEATHING ON 6" METAL DOVETAIL METAL DECK, TYP. DOVETAIL METAL DECK, TYP. STUDS, TYP. = r7 T 0 METAL DECK ® PEAK ids _ ✓,=-_�i-'" LINEAR SOFFT VENT, TYP. Z 3/4" CEMENT PLASTER ON <� s METAL LATH ON 3/4" EXTERIOR •`?; GRADE PLYWOOD SHEATHING ON 1'1/2" FOIL FACED POLYISOCYANU RATE STEEL TRUSS - SEE 6' METAL STUDS, TYP. RIGID INSULATION, TYP. i ,�;• ¢ o STRu CT. DWGS., TYP. -'�� v v` CAST STONE SIGN, TYP. w UTI LTTY SIZED BRICK, TYP. T.O. CONC. TIE BEAM T.O. CONC. TIE BEAM / 1 ° 21 -0" ,1-t 2" AIR SPACE, TYP. ~ & O CONC. TIE BEAM - SEE CONC. TIE BEAM - SEE y4, 5/8" G.W.B. ON 1-1/2" t` STRUCT. DWGS., TYP. STRUCT. DWGS., TYP. METAL FURRING STUDS, TYP. oil u 0 ° 3/4" CEMENT PLASTER ON 3/4" CEMENT PLASTER ON m •e METAL LATH ON 3/4" EXT. METAL LATH ON 3/4" EXT.'` MASONRY TIES ® 16" GRADE PLYWOOD SHEATHING, TYP. GRADE PLYWOOD SHEATHING, TYP. ;:, O.C. MIN., TYP. c 1-1/2" FOIL FACED POlYISO- < / �w CYANURATEI RIGID FACED TYP. *r..STONE d d ai t- o CYANURATE RIGID INSULATION, 7YP. `a B" SMOOTH FACE CAST STON c < +,^ MASONRY, TYP. CONT. DAMP PROOFING, TYP. 8" C.M.U., TYP. 8" C.M.U., TYP. +�h ST STONE TRIM, TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP, NORMAN SIZED BRICK NORMAN SIZED BRICK CONC. ARCH - SEE ROWLOCK COURSE, TYP. ROWLOCK COURSE, TYP. STRUCT. DWGS., TYP. CONT. DAMP PROOFING, TYP. CONT, DAMP PROOFING, TYP. 0 I N NORMAN SIZED B UTILITY SIZED BRICK, TYP. UTILITY SIZED BRICK, TYP. -� `�� SOLDIER COURSE, - 15'-4" O. MOP ASONRY ENING _ _ _ T. CAST STONE KEYSTONE, TY MASONRY TIES ® 16" O.C. MASONRY TIES ® 16" O.C. MIN., TYP. MIN., TYP. WEEP HOLES 24" O.C., TYP. CONT. THRU-WALL FLASHING, TY-. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER COMPACTED FILL STEEL ANGLE - SEE STRUCT. DWGS., TYP. BA. CONC. TIE BEAM SEAT WALL - SEE AS4.1 COMPACTED FILL 0 N NORMAN SIZED BRICK SILL, TYP. NORMAN SIZED BRICK HEADER COURSE, TYP. 0 � J �U rd CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER v ALUM. STOREFRONT SYSTEM, TYP. ' 1 ui D 8" C.M.U., TYP. ` CONC. FOOTING - Comm No: 12010.00 SEE STRUCT. OWGS., TYP. Date 01 / 1 6/1 4 COMPACTED FILL Drawn. AEW Revisetl: - -- FIN. FLOOR Ill=L=ll1=1 I I —I I =ll=Ll l-1LI-11=�— 11=1=L1=1 I I=1 I I—J1�� I—I=11-1ll—Jll-1 I I —III —I 11=1�JL=J�=J�111—I —�j I—J1 1 I� 11.= 11-11-1L-1L-111 11 111 lll—ll—=11�11=1—T11 1=1I =ll=ll1-4—=111=1 -L1= —L1=1 1�ll1=ll1=ll1 1 —llT I-- I—ITi—I i I—ITI—III—III—III—III-111�J1-111T111,�_ IIIIII I I I JJ I—JJ1---IIIIII J�1—ll I—J�---IIIIII I —LI- �IT�f111T�ITITTiiI��lTi�lTl�Till� W M c CF W Nps c M PLVH N10 SPRi1G110N5 <OAPLT MIX E M wwXw eu�axc rents I WALL SECTION 3 WALL SECTION 2 WALL SECTION t 3/4" - 1'-0- 3/4" - 1'-0" &'2011 HARVARD JOLLV. INC. A11.5 an 5/8" CHANNEL MINIMUMMINERAL WOOL C 4 PCF DENSITY -TIGHTLY PACKED EXPANSION JOINT DETAILS PARTITION NOTES 4 FOR 4" DIA. AND SMALLER AND MINIMUM 4" TH. MINERAL WOOL 1. THE CONTRACTOR SHALL AT ALL TIMES ENDEAVOR TO CONSTRUCT WALLS THAT ARE SMOKE TIGHT TO DECK SHALL BE SEALED ABOVE THE 4 PCIF DENSITY -TIGHTLY PACKED THE FACILITY IN STRICTEST ACCORDANCE TO SOUND PRACTICES OF FIRE THE CEILING ON ONE SIDE TO STOP THE PASSAGE OF SMOKE. SEAL ALL FOR LARGER THEN 4 ft DIA. 5/8- GWB RESISTIVE CONSTRUCTION. DEVIATIONS FROM RECOMMENDATIONS OF G.W.B. JOINTS WITH DRYWALL TAPE AND JOINT COMPOUND. INSTALL G.W.B. TIGHT TO ALL DUCTS AND DUCT INSULATION. USE METALLIC DUCT TAPE TO MANUFACTURER. INDEPENDENT FIRE TESTS OR GYPSUM ASSOCIATION Loll -- METAL STUD RECOMMENDATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE SEAL BETWEEN THE DUCT AND THE G.W.B. SEAL AROUND PIPES AND CONDUITS OWNER. WITH ACOUSTICAL SEALANT OR LATEX CAULK. INSTALL METALLIC SLEEVES MAX. 10* DIA. STEEL PIPE 5/8' GWB AROUND LOW VOLTAGE CABLES THAT PENETRATE THE WALL, AND SEAL AROUND SCHEDULE 10 OR HEAVIER 2. IDENTIFY 10' D.C. ABOVE THE CEILING ALONG THE ENTIRE THE SLEEVE AND INSIDE THE SLEEVE WITH ACOUSTICAL SEALANT. MAX. 4" DIA. COPPER PIPE LENGTH OF THE WALL WITH 3" HIGH NEATLY STENCILED LETTERS ALL OF MAX. 4" DIA. STEEL CONDUIT THE FOLLOWING PARTITIONS: 6. G.W.B. IN BATH ROOMS, SHOWERS, JANITOR CLOSETS AND OTHER MAX. 4" DIA. EMT AREAS SUBJECT TO WETTING SHALL BE MOISTURE RESISTANT TYPE 'X" BALCO lCl* ALUM. PARTITION TYPE: SIGN TO READ: ON WALLS AND CEILINGS. MINIMUM 1/2' CROWN HILTI CLIP -IN COVER 4-HOUR FIRE/SMOKE WALL '4-HOUR RATED FIRE/SMOKE WALL" FS-ONE INTUMESCENT 7. ALL WOOD BLOCKING WITHIN THE ENVELOPE OF THE BUILDING SHALL FIRESTOP SEALANT 4-HOUR FIRE WALL "4-HOUR RATED WALL" BE FIRE RETARDANT TREATED. 2-HOUR FIRE/SMCKE WALL -2-HOUR RATED FIRE/SMOKE WALL" U WALL WALL TO WALL AT COMER - BALCO V 2-HOUR FIRE WALL '2-HOUR RATED WALL" 8. PROVIDE ENCLOSURE AND ACCESS PANEL AT EACH FIRE PROTECTION CONCRETE FLOOR OR HOUR FIRE/SMOKE WALL 'I -HOUR RATED FIRE/SMOKE WALL" WALL TO GWB CELING (SW - BALCO C1C1 1-HOUR FIRE WALL "I -HOUR RATED WALL" ASSEMBLY (2 HR. FIRE RATING) INSPECTION TEST VALVE. LOCATE VALVES AND PIPES IN EXTERIOR WALLS. MINIMUM 1/2- DEPTH HILTI 1-HOUR CORRIDOR WALL "I -HOUR RATED CORRIDOR WALL" OR PROVIDE NON -RATED PAINTED STEEL ACCESS PANEL 12' SQUARE. FS-ONE INTUMESCENT SMOKE TIGHT CORRIDOR WALL *SMOKE TIGHT CORRIDOR WALL" - FIRESTOP STUDS 9. ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT, PANELS, IRESTOP SEALANT SMOKE TIGHT TO DECK "SMOKE TIGHT ENCLOSURE WALL" ETHER SHOWN OR NOT) IN FINISHED ROOMS NOT ENCASED IN z NOTE: 5/8- GWB SMOKE TIGHT TO ABOVE CEILING 'SMOKE TIGHT ENCLOSURE WALL. ETC. (WHETHER FOR ADDITIONAL NOTE: A SECOND LINE BELOW SHALL READ *PROTECT ALL OPENINGS" FINISHED WALLS OR CEILINGS SHALL BE FURRED -IN AND FINISHED TO EXCEPT AT SMOKE TIGHT TO ABOVE CEILING. MATCH ADJACENT SURFACES. SUCH FURRED SPACES SHALL EXTEND THE REQUIREMENTS LENGTH OF THE WALL BETWEEN INTERSECTING WALLS UNLESS OTHERWISE REFER TO ILL INDICATED. WHERE FURRING A PORTION OF A WALL CONFLICTS WITH SYSTEM NO. C-AJ-1149 3. ALL CORRIDOR, FIRE/SMOKE BARRIER AND 2-HOUR RATED WALLS CASEWORK, THE FURRED LENGTH SHALL BE AS REQUIRED TO ALLOW FOR ANNULAR SPACE "BALCO lWl" ALUM. SHALL EXTEND THRU THE INTERIOR LAYER OF G.W.B. AND STUD CAVITY METALLIC MINIMUM 0", MAXIMUM 1 1/4" CLIP -IN COVER TIGHT TO THE BACK OF EXTERIOR SHEATHING IN EXTERIOR STUD WALLS PROPER INSTALLATION. WHERE ACCESS IS REQUIRED FOR VALVES. AND OVERHANGING FASCIAS. WHERE SUCH PARTITIONS INTERSECT ONE DAMPERS OR OTHER DEVICES REQUIRING ADJUSTMENT, PROVIDE ACCESS PANELS PAINTED 70 MATCH ADJACENT SURFACES. WHERE ENCLOSURE PIPE OR CONDUIT PENETRATION THRU CONCRETE OF LESSER FIRE RATING, THEIR LAYERS OF G.W.B. SHALL CONTINUE mocc FLOOR SLAB, CONCRETE WALLS & MASONRY WALLS WALL TO WALL - BALCO 1W1 CONSTITUTES PART OF A FIRE RATED ASSEMBLY, PROVIDE LABELED UNINTERRUPTED THROUGH THE WALL OF LESSER FIRE RATING. THE ACCESS DOOR. 9 GWB CELING TO GWB CEILING (SW - BALCO C1W1 CONTRACTOR SHALL OBSERVE THE FOLLOWING CONSTRUCTION INSTALLATION SEQUENCE: 10. WHERE DEVICES ARE INDICATED IN A FIRE OR RRE/SMOKE WALL SCHEDULED FLOORING 1) 4 OUR FIRE/SMOKE , ":,H OPTIONAL STEEL PIPE SLEEVE "BALCO AFWP-1 OUR ON THE DRAWINGS, THE MAXIMUM ALLOWABLE AREA OF INDIVIDUAL U.L nn LISTED BACKBOXES PERMITTED IN THE WALL IS 16 SO. IN. WITH A SCHEDULE 10 OR HEAVIER ALUM. EXPANSION 3 2-HOUR FIRE/SMOKE MAXIMUM AGGREGATE OF 100 SQ. IN. PER 100 SQ. FEET OF WALL AREA. 4 2-HOUR FIRE MINIMUM 1 1/2- TH MINERAL JOINT COVER 5 1-HOUR FIRE/SMOKE BACKBOXES ON OPPOSITE FACES OF SUCH WALLS SHALL BE OFFSET A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. WHEN PENETRATIONS WOOL - 4 PCIF DENSITY- G INSULATION 1-HOUR FIRE (INCLUDING CORRIDORS WHERE RATED) SAFIN EXCEED THE ALLOWABLE AREAS, THE DEVICES SHALL BE SET IN A RD TIGHTLY PACKED f — BI SMOKE TIGHT TO UNDERSIDE OF DECK FURRED SPACE IN FRONT OF THE SMOKE OR FIRE/SMOKE WALL AS FLOOR SLAB SMOKE TIGHT TO ABOVE CEILING DESCRIBED IN NOTE 9. ABOVE, OR PROVIDED WITH A FIVE -SIDED OTHER INTERIOR PARTITIONS AND THE INTERIOR LAYER OF GYPSUM ENCLOSURE AS DESCRIBED IN NOTE 11 BELOW. 3-5/8' METAL STUDS MAX. 12" DIA. STEEL PIPE WALLBOARD ON EXTERIOR WALLS SCHEDULE 10 OR HEAVIER CONTINUOUS 20 GA RETAINING METAL STRIP 11. ITEMS RECESSED IN CORRIDOR, SMOKE OR FIRE WALLS, SUCH AS OR MAX. 6" DIA. COPPER PIPE 4. ALL G.W.B. SHALL BE FIRE RESTRICTIVE UL CLASSIFIED TYPE "X" RECESSED TOILET ACCESSORIES, FIRE EXTINGUISHER AND/OR HOSE 10 MINIMUM 1" DEPTH HILTI FLOOR TO FLOOR - BALCO 1120-Im MATERIAL UNLESS SPECIFIED TO BE OF A HIGHER RATING. AND APPLIED FS-ONE INTUMESCENT IN STRICT CONFORMANCE TO THE APPLICABLE FIRE TEST DESIGN. UNLESS CABINETS, MEDICAL GAS VALVE BOXES, NURSE CALL BACKBOXES, FIRE z ALARM SIGNAL BOXES, ELECTRICAL AND SIGNAL CABINETS, OR OTHER FIRESTOP SEALANT OTHERWISE INDICATED THE FOLLOWING SHALL APPLY: BACKBOXES WHICH EXCEED 16 SO, INCHES SHALL BE INSTALLED IN A SCHEDULED FLOORING JOINTS ON OPPOSITE WALL FACES OFFSET FROM EACH OTHER AS FIVE -SIDED ENCLOSURE CONSTRUCTED OF LAYERS OF 5/8- THICK TYPE X 5/8" G.W.B. It WALL FOLLOWS: VERTICAL JOINTS OFFSET 16* HORIZONTALLY; HORIZONTAL JOINTS GYPSUM WALLBOARD EQUAL IN NUMBER TO THAT REQUIRED FOR THE CONCRETE FLOOR OR WALL RATING OF THE WAULRINSTAUUED WITH APPROVED FASTENERS SCREWED OFFSET 24" VERTICALLY. TO STUDS AND HEADERS. ASSEMBLY (2 HR. FIRE RATING) "BALCO 4FVT-1F" HORIZONTAL JOINTS SHALL NOT OCCUR BELOW CEILING. FASTENERS 12. WHERE FIRE RATED WALL ASSEMBLIES OCCUR IN PROXIMITY TO ALUM. EXPANSION SHALL BE OF APPROVED TYPE AND INSTALLED IN ACCORDANCE WITH MAX. 1 1/2" THICK JOINT COVER STEEL BEAMS OR JOISTS WITH INADEQUATE DIMENSION TO INSTALL GLASS FIBER INSULATION APPLICABLE FIRE TEST, BUT NO LESS THAN AS FOLLOWS: ALL EDGES SCREWS, CONTRACTOR SHALL PROVIDE STUD FRAMING AROUND THE BEAM OF BOARD SHALL BE SCREWED NOT MORE THAN B* D.C. TO SOLD OR JOIST IN ACCORDANCE WITH U.L DESIGN N-501 WITH LAYERS OF NOTE: FRAMING. SCREWS WITHIN THE FIELD OF THE BOARD SHALL NOT EXCEED FOR ADDITIONAL SAFING INSULATION 12" D.C. FASTENED TO SOLD FRAMING. WHERE BOARD IS ATTACHED TO DRYWALL EQUAL TO THAT REQUIRED BY THE RATING OF THE WALL. 5/1 REQUIREMENTS N STUDS USE TYPE "S' SCREWS. WHERE BOARD IS LAMINATED TO BOARD 13. ALL EXISTING PARTITIONS INDICATED TO REMAIN SHALL BE UPGRADED REFER TO UL FLOOR SLAB USE TYPE V SCREWS. WHERE WORK OCCURS AT EXISTING WALL WHERE TO RATING NOTED IF THEY OCCUR ON OR IN A SMOKE COMPARTMENT SYSTEM NO. C-AJ-5096 CONTINUOUS 20 GA INSTALLATION US NOT IN ACCORDANCE WITH FIRE TEST, INSTALL WITHIN CONSTRUCTION AREA. EXTENT OF UPGRADE SHALL INCLUDE, ANNULAR SPACE - SCREWS REQUIRED TO MEET TEST. ALL G.W.B. JOINTS SHALL BE TAPED RETAINING ANGLE AND FINISHED WITH JOINT COMPOUND INCLUDING THOSE ABOVE THE BUT SHALL NOT BE LIMITED TO, EXTENDING PARTITIONS WSULATED METALUC MINIMUM 1/2", MAXIMUM 1 7/8" TO UNDERSIDE OF DECK, INSTALLING BLOW-OUT PATCHES, CEILINGS. HOWEVER, SCREWS IN BLOW-OUT PATCHES SHALL NOT BE RECONSTRUCTING INTERSECTIONS AT OTHER PARTITIONS, INSTALLING UL PIPE OR CONDUIT PENETRATION THRU CONCRETE FLOOR TO WALL - BALCO 7 SERIES, 75FV/75FVPE COVERED WITH COMPOUND, JOINTS OF THE WALLBOARD TO THE WALL ASSEMBLY DETAIL UNDERSIDE OF THE DECK SHALL NOT BE TAPED. APPROVED FIRESTOP SYSTEM AT WALL PENETRATIONS, RE -INSTALLING FLOOR SLAB, CONCRETE WALLS & MASONRY WALLS FIRE AND/OR F1RE/SMOKE DAMPERS, INSTALLING FIVE -SIDED ENCLOSURES S4 1 5. WHERE DUCTS, PIPES, CONDUIT, BAR JOISTS, BEAMS OR ANY OTHER OF RECESSED ITEMS, INSTALLING ADDITIONAL FRAMING AND INSTALLING 12- ROOF DECK MATERLALS PENETRATE A FIRE RATED WALL OR PARTITION, OPENINGS WIDE STRIPS OF GWB OVER JOINTS NOT OFFSET FROM OPPOSING SIDE. METAL SUPPORT DETAIL FIVE -SIDED ENCLOSURE SHALL BE TIGHTLY SEALED PER UL APPROVED ASSEMBLY. JOINTS BETWEEN AT CONTRACTOR'S OPTION, PARTITION MAY BE COMPLETELY STRIPPED AND RATED FLOOR, WALL AND/ OR ROOF ASSEMBLIES SHALL BE CONSTRUCTED REBUILT. ALL SERVICES WITHIN PARTITION MUST BE MAINTAINED AND FINISHES RESTORED REGARDLESS OF COURSE OF ACTION, PER A UL APPROVED ASSEMBLY. REFER TO SPECIFICATIONS AND All SERIES DRAWINGS FOR ILL ASSEMBLIES NOT SHOWN ON THIS PAGE, 14. CONTRACTOR SHALL ERECT ONE HOUR FIRE RATED TEMPORARY 8" C.M.U. 3-5/8" 20 GAUGE PIPES SHALL BE SUFFICIENTLY SUPPORTED ON EITHER SIDE OF A WALL PARTITION WHERE REQUIRED AND/OR SHOWN TO SEPARATE CONSTRUCTION GALV. METAL STUDS AREAS FROM OCCUPIED AREAS. LABELED DOOR ASSEMBLIES WITH POSITIVE 16" O.C. MAXIMUM TO PREVENT MOVEMENT OF THE PIPE AT THE WALL. LATCHING SHALL BE PROVIDED WHERE NECESSARY TO MAINTAIN EGRESS AT SHAFTWALL CONSTRUCTION, SEAL ALL PENETRATIONS THROUGH THE PASSAGE. EXIT PATH SHALL BE MAINTAINED CLEAR OF EQUIPMENT, 1-5/8" METAL STUDS SHEET METAL SCREWS I* GYPSUM PANELS PER APPROPRIATE UL ASSEMBLY PRIOR TO MATERIALS AND DEBRIS AND SHALL BE MARKED WITH APPROVED EXIT CONDUIT SEE INSTALLING THE 5/8 BOARD(S) ON THE FACE OF THE WALL. SIGNS AND ILLUMINATED AT ALL TIMES. SEE DETAILS FOR ADDITIONAL REQUIREMENTS. 3-5/8' METAL STUD ELECTRICAL PENETRATIONS FOR PIPES OR CONDUIT WITH ANNULAR OPENINGS THAT 15. CONTRACTOR SHALL PROVIDE FIRE TREATED WOOD OR METAL SUPPORT IN 3-5/8" 20 CA EXCEED THE ALLOWANCE OF THE UL ASSEMBLY SHALL BE SEALED TIGHT WITH WALL FOR WALL MOUNTED EQUIPMENT ACCESSORY OR CASEWORK IN 174 5/8' GWB R PARTITION CONSTRUCTION, CUT TO FIT TIGHT TO PENETRATIONS. ACCORDANCE WITH DETAIL ON THIS SHEET. RUNNER CHANNEL A BLOW- OUT PATCH MADE OF LAYERS OF G.W.B. EQUAL TO THAT OF THE 5/8* G.W.B. 5/8" G.W.B. 5/8- GWB WHERE THE DIAMETER OF THE OPENING IS LESS THAN 3" THE BUOW- 4" SQUARE OUT PATCH SHALL EXTEND A MINIMUM OF 6' BEYOND THE OPENING IN NON -RATED JUNCTION BOX ALL DIRECTIONS. THE PATCH SHALL BE LAMINATED WITH TWO TYPE V ACOUSTICAL CEILING I L 4" SQUARE 5/8' CONT, 20 GAUGE DEVICE COVER WHERE THE DIAMETER OF THE OPENING IS GREATER THAN 3' THE .1 5/8- 1 1 2 5/f 7 5/8- GALV. METAL RUNNER 5/8- GWB BLOW -CUT PATCH SHALL EXTEND A MINIMUM OF 6" ABOVE AND BELOW THE 5/ 3 5/8- OPENING AND A MINIMUM OF 3" BEYOND THE STUDS ON BOTH SIDES OF THE OPENING. RUNNER CHANNELS SHALL BE SECURED TO THE STUDS CUT FLANGE 5/8- GWB LAMINATED ABOVE AND BELOW THE OPENING. THE PATCHES SHALL BE SECURED WITH TO BACKSIDE OF TYPE *S* SCREWS TO THE STUDS AND THE RUNNER CHANNELS A MINIMUM CORNER BEAD BOARD OPPOSITE SIDE OF 3" FROM THE EDGES OF THE PATCH AND WITH DRYWALL COMPOUND BUTTERED TO THE BACKSIDE OF THE PATCH, DO NOT APPLY JOINT METAL SUPPORT FOR WALL MOUNTED EQUIPMENT, COMPOUND OVER SCREWS AT PATCHES AND DO NOT REMOVE EXCESS WALL ASSEMBLY DETAIL WALL ASSEMBLY DETAIL WTERIOR SOFFIT DETAIL ACCESSORY OR CASEWORK PIL COMPOUND FROM EDGES OF PATCH AFTER PLACEMENT. M3 3"=V-0" 33 1 1 1/2' - t'�' ROOF DECK SCALE: 1 l'-O* ALTERNATE INTERIOR PARTITION TYPE DETAILS 20 GA. G.M. RUNNER BAR JOIST FIVE -SIDED ENCLOSURE CHANNEL TOP AND 8" C.M.U. BOTTOM 1-1/2" C.R. CHANNEL SPAN BETWEEN JOISTS SADDLE TIE CHANNEL FLOOR OR ROOF DECK FLOOR OR ROOF DECK 1-5/8" METAL STUDS 6" 20 GA. GALV. METAL TO BAR JOIST WITH STUDS 16" O.C. MAX. WIRE - MIN. 3 TURNS CONDUIT -SEE 20 GA GALV. STEEL a CHANNEL FASTEN TO METAL STUD -5/8 ELECTRICAL DECK 24" C.C. 20 GA GALV STEEL 3 HANGER WIRE -MIN. CHANNEL 2-1/2- STUD BRACING 3 TURNS N CHANNEL HEADERS AT 0 48" D.C. SECURE TO HANGER WIRE SUPPORT BETWEEN BAR JOISTS t-i TOP AND BOTTOM OF CONC. SLAB ABOVE 5/8- GWB DUCT AND PIPE 5/8' G.W.B. 5/8" W.B. PENETRATIONS, SEAL SEAL WALL ANGLE TO VOIDS 0 PENETRATIONS =r 5/8" GWB WALL ABOVE CEILING 4" SQUARE (SEE GENERAL NOTES) W/ USG ACOUSTICAL JUNCTION BOX NON -RATED CEILING SEALANT 4" SQUARE r— 20 GA GALV. CHANNEL BAR JOIST W/ MINERAL FIBER 20 GA GALV. CHANNEL 7: DEVICE COVER SAFING INSULATION W/ MINERAL FIBER 5/5. HANGER WIRE -MIN. 5/8. GWB FIRESTOPPING AT SAFING INSULATION 7 5/8' I ING 2 5/ 1 51W 15/8- CORNER BEAD 3 TURNS CEILING LINE CEILING LINE Comm. No: 12010.00 INTUMESCENT MOLDABLE LAY -IN ACOUSTICAL FIRESTOP PUTTY PAD OR GWB CEILING LAY -IN ACOUSTICAL HANGER WIRE CONNECTION TO BAR JOIST CONFORMING TO OR GWB CEILING Data 01/16/14 UL 263 BUL1GF_AD AT CEILING GRID HANGER WM SUPPORT DETAILS Drawn AEW Jd DIRECTION OR HEIGHT CHANGE 5/8"x 48" WIDE TYPE WALL ASSEMBLY DETAIL WALL ASSEMBLY DETAIL '- 7,—/,-,, SCALE: 3'=1'-C" X GW8 APPLIED VERTI- 5/8"x 48* WIDE TYPE M2 3"=l'-O" S2 Revised: CALLY; CENTER JOINTS X GWB APPLIED VER71- OVER STUDS, STAGGER CALLY; CENTER JOINTS 16" D.C. OPPOSITE OVER STUDS, STAGGER METAL DECK FEC/FHC DETAILS SIDES, ATTACH TO 16" C.C. OPPOSITE STUDS AND RUNNERS SIDES, ATTACH TO MINERAL FIBER W1 I- LONG TYPES STUDS AND RUNNERS SAFING ON VOIDS SCREWS AT THE JOINTS W/ 1- LONG TYPE S BETWEEN DECK AND & RUNNER CHANNELS SCREWS AT THE JOINTS RUNNER 1/2" TO 3/4" FROM & RUNNER CHANNELS a" C.M.U. 2-1/2- GALV. METAL EDGES OF GWB AND 1/2" TO 3/4- FROM 5/8- TYPE -X- GYP. 5/8- GWB ON 3-5/8' 12" D.C. IN THE FIELD; EDGES OF GWB AND WALLBOARD COPED STUDS 0 16' D.C. 25 GA GMS COVER JOINTS W1 TAPE 12" O.C. IN THE FIELD; GLASS FIBER SOUND TO FIT DECK CDR- AND JOINT COMPOUND COVER JOINTS W1 TAPE -- ------------- 3-5/8' GALV. METAL 3-5/8- 20 CA GMS PER GA-WP-1204 AND JOINT COMPOUND ATTEN. BLANKET ROGATIONS. APPLY FULLY BEDDED IN STUDS 0 16" D.C. PER GA-WP-1204 DRYWALL COMPOUND FRE EXTINGUISHER 3-5/8" MINERAL FIBER 3-5/8" METAL STUD IF 2-1/2 5/8- TYPE X GWB 1-5/8 CABINET SOUND ATTEN. BLANKET 5/8 5/8" Ir TOP, BOTTOM, AND 5/8 TYP. ®SOUNDPROOFED SIDES PARTITIONS ONLY 5/8" G.W.B. 4" 25 GA 5/8" GWB ON 1-5/8" 3-5/8- 25 GA GALV_ RECESSED METAL FIRE STEEL STUDS 16" 0 a0" Or _WLEW HOSE CABINET (SEE 20 GA GMS STEEL STUDS 15- D.C., C., PLUMBING DRAWINGS) 20 GA STUDS AT WALL 20 CA STUDS AT WALL 1-5/8- 20 GA GMS MOUNTED EQUIPMENT MOUNTED EQUIPMENT 5/8" TYPE X GWB 20 GA GALV. STEEL 20 GA GALV. STEEL CONT. RUNNER TRACK CHANNEL, FASTEN TO CHANNEL, FASTEN TO SLAB 24' D.C. SLAB 24* D.C. 7 5/8 ri 5/8- GWB ON 3-5/8' 5/.Z, 5/8- 0 cWS FLOOR SLAB FLOOR SLAB 1.2.11 HARVARD 1 CONC. FLOOR SLAB NON -RATED AND SMOKETIGHT FIRE HOSE CABINET SECTION DETAIL FIRE EXTINGUISHER CABINET PLAN DETAIL TYPICAL SOUNDPROOFED PARTITION TYF40AL NON -RATED PARTITION (FIRE EXTKIASHEIR CABINET SIIM1_AR) (FIRIE HOSE CABINET SIMIIAR) TO UNDERSIDE OF DECK PARTITION TO ABOVE CEILING JE PARTITION SAFING DETAIL @ METAL DECK WALL ASSEMBLY DETAIL WALL ASSEMBLY DETAIL P - S1 A13.1 mi tory :w 5/8" GYPSUM WALL BOARD SECURE STOPS WITH PAN HEAD SCREWS ON ROOM SIDE - TYPICAL 3 5/8" 20 GA RUNNER CHANNEL TURN UP ® STUDS SEALANT HOLLOW METAL FRAME GLAZING GLAZING HOLLOW METAL FRAME DOOR 5/8" G.W.B. 3-5/8" 20 GA METAL STUDS STD. ANCHORS SEALANT H.M. FRAME GROUT 0 ANCHORS 1 15/16" 2" 1 15/16" 57 B 1 15/16.. 2„ 1 15/16" T 575 1 15/16" 2" 1 15/16" 7/8 HEAD MULLION JAMB HV1 "-0" MDV JL1 081JL1 SCALE 3"= 08"7 3"=1'-0" 081 MDV 3"="-0" SECURE STOPS WITH PAN HEAD SCREWS _ ON ROOM SIDE - TYPICAL GLAZING 5/8" GWB ON 5/8" GYPSUM FURRING CHANNELS WALL BOARD 3-5/8" 20 GA CMU METAL STUDS STD. ANCHORS Mt i- /2" HOLLOW METAL SEALANT - FRAME - GROUTED SOLID - . HOLLOW METAL r - `----- ------ FRAME Ev�i=�''.ri- -�. SEALANT GLAZING 1 15/16" 2" 1 15/16" 5 7 B JAMB JVi 3" -C" DOOR HOLLOW METAL FRAME m GROUTED SOLID 'n STD. ANCHORS 1 15/16 II 2„ 7/8 15/15" 4 1 15/16" 1 15/16" 2. 7/g �14 MULLION JAMB JDV 081-JVi 3"=1'-C)" 051 MOV JMGG 3"=1•-C" 08%MGG 5/8" GYPSUM WALL BOARD 3 5/8" 20 GA RUNNER CHANNEL TURN UP a STUDS SEALANT HOLLOW METAL FRAME u 1 15/16" 2" 1 15/16" 7/8 1 15/16" 2 1 15/16" 7/8 4 HEAD JAMB HV2 SCALF 3'=1'_0" JL2 3"=1'-O" CONC. LINTEL 5/8" GYPSUM WALL BOARD 3-5/8" 20 GA METAL STUDS STO. ANCHORS SEALANT HOLLOW METAL FRAME GROUT a ANCHORS DOOR SCHEDULE Room Name LOBE" _OBBv JANITOR CCMPANION TOILET MEN WOMEN MEETING ROOM MEETING ROOM GALLEY STORAGE SERVICE DESK SERVICE DESK COMPUTERS STJCY S7JCY E_ECTR CAL MECHANICAL CIR./TECH. SERVICES CIR./TECH- SERVICES CR /TECH. SERVICES DIRECTOR'S OFFICE STORAGE STORAGE _ STAFF TOILET STAFF LCJNGE BOOK RETURN DOOR DETAILS Mark Retina i TyDe I Mat/Fin Width I Frame Jamb i 5/8" GYPSUM WALL BOARD 3- 5/8- 20 CA METAL STUDS STD. ANCHORS SEALANT HOLLOW METAL FRAME GROUT a ANCHORS GLAZING 1 15/16" 2" 1, A 1 15/16" 7/8 JAMB JV2BRICK 3" TYP VENEER TYP. HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS x,a RIGIDp m RIGID INSUL- 5/8" GWB ON INSULATION ATION TYR. D FURRING CHANNELS d Y . SEALANT 1vP. .0 BRICK VENEER D. CONCRETE LINTEL . a .,.- .�. 5/8" GWB ON , I. HOLLOW META n FFIRING I I FRAME W/TEE D CHANNELS ANCHOR AND THRU WALL j I.•- - FLASHING t FILLED W/ y . GROUT, TYR. :. - SHELF ANGLE r..'.:.... .. WEEP HOLES ... SEALANT 8" CMU - HOLLOW METAL FRAME GROUTED SOLID SEALANT TYP.•'� y. .h .. I o u nti-J < % HOLLOW FILLED W/GROUT AM ` N SEALANT TYR. 1 15/16" 15/16" NIr .,.1.... 5/16"". C.M.U. 2" �1 7/B 8 3/4" 3" 5/8' GWB ON CHANNELS HEAD HEAD JAMB HMGG 3"=1'-O" O8,HMGC HMB1 3"=' -0" 081HMB1 JM131 HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS N c 2 c a' I= N c 1, I O O O O 'I N a E ODOOUBLE PANEL O SINGLE PANEL O DOUBLE PANEL DOOR SYMBOL EXPLANATION DOOR TYPES SEE SCHEDLL o i� A C D (i DOOR SCHEDULE LEGEND SYM. FIELD E INITION A DOOR DOOR LETTER, REFER TO 1/8" SCALE PLANS. DOOR NUMBER CORRESPONDS TO ROOM DOOR OPENS INTO EXCEPT DOORS OPENING TO THE EXTERIOR, 2C101 ROOM NUMBER OF ROOM WHERE DOOR NUMBER OCCURS. REFER TO 1/8" SCALE PLANS. 3-0 WIDTH WIDTH OF DOOR IN FEET AND INCHES. A TYPE FLUSH DOOR. B TYPE FLUSH DOOR WITH 3" X 31" HIGH LIGHT IN APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE FINISH FLOOR. C TYPE FLUSH DOOR WITH 6" X 31" HIGH LIGHT IN APPROVED METAL FRAME. BOTTOM OF UGHT 45' ABOVE FINISH FLOOR. D TYPE FLUSH DOOR WITH 31" HIGH LIGHT 6" FROM EACH SIDE. IN APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE FINISH FLOOR. E TYPE FLUSH DOOR WITH 44" HIGH UGHT 6" FROM EACH SIDE, IN APPROVED METAL FRAME. BOTTOM OF LIGHT 32" ABOVE FINISH FLOOR. F TYPE FULLY LOWERED DOOR. G TYPE ALUMINUM STOREFRONT DOOR WITH 1/4" THICK TEMPERED GLASS, U.O.N. H TYPE ALUMINUM HORIZONTAL SLIDING AUTOMATIC DOOR WITH BREAKAWAY FEATURE AND 1/4" THICK TEMPERED GLASS, U.O.N. J TYPE ALUMINUM HORIZONTAL SUDING MANUAL DOOR WITH BREAKAWAY FEATURE AND 1/4" THICK TEMPERED GLASS, U.O.N. K TYPE ALUMINUM HORIZONTAL SLIDING MANUAL DOOR WITH THICK TEMPERED GLASS. L TYPE FLUSH LEAD-UNED DOOR. M TYPE HOLLOW METAL CASED OPENING. N TYPE FLUSH DUTCH DOOR. 0 TYPE OVERHEAD DOOR. P TYPE FLUSH BI-FOLD DOOR. 0 TYPE HOLLOW METAL FRAME GLASS DOOR. R TYPE REVOLVING DARKROOM DOOR WITH BREAKAWAY EGRESS FEATURE. T TYPE TEMPERED GLASS DOOR. U TYPE FLUSH DOOR W/ LOWER - REFER TO MECHANICAL DRAWINGS. x TYPE EXISTING -- LABELNO FIRE RATING REQUIRED. A LABELA LABEL (3 HOUR) RATED ASSEMBLY. B LABELB LABEL (1-1/2 HOUR) RATED ASSEMBLY, 450- MAX. TEMP. RISE ON ALL DOORS IN STAIRS AND EXIT PASSAGEWAYS. 81 LABELS LABEL (1 HOUR) RATED ASSEMBLY, 450' MAX. TEMP. RISE ON ALL DOORS IN STAIRS AND EXIT PASSAGEWAYS. C LABELC LABEL (45 MIN.) RATED ASSEMBLY. D LABELD LABEL (45 MIN.) EXTERIOR EXPOSURE RATED. E LABELE LABEL (20 MIN.) EXTERIOR EXPOSURE RATED. 20 LABFL20 MIN. LABEL RATED ASSEMBLY. 20C LABEL20 MIN. CERTIFIED FIRE DOOR AND FRAME USED ACROSS CORRIDOR SMOKE DOORS, PATIENT ROOM DOORS AND EMERGENCY RELEASE DOORS. AL MATL ALUMINUM CL MATL CHAIN LINK HM MATL HOLLOW METAL HW MATL HOLLOW CORE WOOD PW MATL PANEL WOOD DOOR SW MATL SOLID CORE WOOD A FINISH ANODIZED ALUMINUM C FINISH CLEAR SEALED K FINISH SPECIAL COATINGS L FINISH PLASTIC LAMINATE P FINISH PAINT S FINISH STAINED/SEALED X HEAD,EXISTING HEAD, JAMB OR SILL REPAIR OR JAMB JAMB REFINISH AS REQUIRED. HS1 HEAD,HEAD, JAMB OR SILL DETAIL REFERENCE, JAMB JAMB REFER TO DETAILS. X HDWEEXISTING HARDWARE 24 HOWEHARDWARE GROUP NUMBER, SEE HARDWARE SCHEDULE. 1 REMARKS OPTION BY ARCHITECT ADO REMARKS AUTOMATIC DOOR OPERATOR DA REMARKS DELAYED ACTION CLOSER DE REMARKS DELAYED ACTION EXIT DEVICE ER REMARKS EMERGENCY RELEASE HARDWARE MH REMARKS MAGNETIC HOLDER SC REMARKS SMOKE CHECK X REMARKS EXISTING DOOR, FRAME AND HARDWARE. 1.2 FRAME HOLLOW METAL, SEE ELEVATIONS. A.B FRAME ALUMINUM, SEE ELEVATIONS. X FRAME EXISTING W1,W2 FRAME WOOD, SEE ELEVATIONS. REMARKS I GLAZING SCHEDULE 1. PROVIDE PUSH BUTTON DOOR OPERATOR. TYPE IDESCRIVITON 1 2 1 1/4" GREEN TINTED TEMP. FLOAT GLASS GENERAL NOTES ASTRAGAL: PROVIDE ALL WOOD FIRE RATED PAIRS AND DOUBLE EGRESS FIRE DOORS SHALL HAVE APPROVED METAL ASTRAGAL. HARDWARE: PROVIDE LABELED HARDWARE AT LABELED AND CERTIFIED DO HEIGHT: ALL DOORS ARE 7'-0' HIGH U.O.N. RAIN DRIP: PROVIDE ANODIZED EXTRUDED ALUMINUM RAIN DRIPAT ALL EXTERIOR DOORS NOT PROTECTED BY CANOPY OR OVERHANGS. SADDLES: PROVIDE 4" WIDE FLUSH NON-COMBUSTIBLE SADDLES AT ALL A -LABELED DOORS PER NFPA 80. PROVIDE 4' WIDE NON-COMBUSTIBLE SADDLES AT ALL LABELED DOORS PER 6A-2. SILENCERS: PROVIDE THREE SILENCERS PER DOOR, TWO PER PAIR OF DOORS. INSTALL AFTER PAINTING OF FRAMES IS COMPLETE. GLAZING: UNLESS OTHERWISE NOTED, PROVIDE 1/4" CLEAR TEMPERED GLASS AT ALL NON -FIRE RATED DOORSAND HOLLOW METAL OR ALUMINUM FRAMES. PROVIDE 1/4' CLEAR WIRE GLASS AT ALL FIRE RATED DOORS AND HOLLOW METALFRAMES. PROVIDE "A' LABEL DOORS WHICH SHALL RECEIVE NOMINAL 1/4' POLISHED FIRE RATED CERAMIC GLASS. a i co''AA V mm. N.: 1201 0.00 ire: 01/16/14 .— AEW m nc xrr a ur .r+mamcE, n< iK w Ixi wx MWNG N=awir wm� © 2011 HARVARD JOLLY, INC. & DETAILS A14.1 ALUMINUM WINDOW ELEVATIONS 2" POLYIYANUR &,I t 2'-6" 2'-6" 2'-6" 2'-6" 2" POLY:'SOCYANURATE RIGID INSU RIGID INSUL. REFLECTIVE RIGID ,.. REFLECTIVE DAMP PROOFING 3'-4" 6'-0" 3'-4" o H2pz 0^ �, 3'-0" 3"-4" 3,-4" A15.1 R`' DAMP PROOFING d d BRICK - p 2 H1 H1 H1 H1 n - 7 p \ O a A/5.1 A15.1 A15.1 A15.1 12 C.M.U.• .. is `n I •I 0 M2 J4 5/8" G.WB. ON 1-1/2" LL J1 j At52 A15.t BRICK FURRING CHANNELS (7 � � ¢ N A751 N BACKER ROD & tD 'O tj v SEALANT z H3 J1 J1 J1 SS WOOD 2 At s.t J2 < Al.1 A13.1 v A75.1 N BRICK SOLDIER COURSE ASPHALTIC .. y TYP. o i I A/5.1 WOOD CASING: B.O.D. ARCHITECTURAL MILL- Q z J3 - S1 S1 51 - h A15.1 0 A15.1 0 A!5.1 0 A15.1 5/8" ON WORK MFG. CO. #H26 .: s v v m - FU 1-?/2" FURRING 1 1/4" SYSTEMCURTAINWALL i CHANNELS MTL THRU-WALL 5" w OA RO GO O OE FLASHING, TYP. JAMB -act I 1 SHELF ANGLE, TYP. J A z STOREFRONT STOREFRONT STOREFRONT STOREFRONT CURTaNWALL WEEP TUBES, TYP. E 5'-0" 5'-0" B" CONCRETE LINTEL e P 2" PO LYISOCYANU RATE n -0" N BACKER ROD & SEALANT, TYP. TYP. REFLECTIVE RIGID INSUL DAMP PROOFING z LD 3'-4" 3'-4" 4'-4" H2 3'-4" WOOD SHIM, ASPHALTIC SEPARATION, p d CAST STONE Z I � e• TYP. W H1 At5.1 H4 A15.t p 8" C.M.U. Fq¢i' q § U M `° J7 M H6 HEAD 5" SYSTEMSTOREFRONT 5/8" B. ON 1-1/2" ? m - 53 A15.2 FURRING CHANNELS H4 I BACKER ROD & N J H3 io JB < A1s.z \ N SEALANT WOOD SHIM, TYP. At h J2 + 7 ASPHALTIC SEPARATION, At S.t o J10 TYP. I A15.1 WOOD CASING: B.O.D. S1 S4 n ARCHITECTURAL.MILL- At 5.1 3 A13.2 WORK MFG. #H28 e A15.1 a 1 1/4^ ALUM. STOREFRONT � 5" SYSTEM O O O O JAIYIG BRICK STOREFRONT CURTANWALL STOREFRONT AUTOMATIC SLIDING DOOR J^ 3 3"=1'_G" H7 2" POLYISOCYANURATE 2" POLYISOCYANURATE A15.P REFLECTIVE RIGID INSU REFLECTIVE RIGID INSUL. p p DAMP PROOFING 4'-8" 5'-0" 2'-4" 2'-6" 2'-6" 0 J10 6'-4` DAMP PROOFING .' BRICK 14'-0" N A15.2 ' 2'-0- 2'-0' 6'-D,• 2'-0" 2'-0" C6 C6 So A9.7 AH5.2 D d 8" C.M.U. A9.2 A9.2 BRICK SOLDIER COURSE5/8" G.WB. ON 1-1/2" HS 0 FURRING CHANNELS A15.2 o J11 At 5.2 o J11 N A15.2 I J10 N At5.2 BACKER ROD & iv 1_/ I [*E]\ SEALANT J9 oI BRICK SOLDIER COURSEWOOD SHIM, TYP. p A15.2 D6 D6 N N tt A9.1 Afi.1 ASPHALTIC SEPARATION, •i TIF5/8" G.WB. ON TYP. ° m 1-1/2 FURRING WOOD CASING: B.O.D. CHANNELS _ ARCHITECTURALMILL- WOOD M: B.O.D. WORK MFG. CO.#H2B - ARCHITECTURAL MILL- WORK MFG. CO. #C16C 1 1 /4" ALUM. STOREFRONT . _ • _ MTL. THRU-WALL FLASHING, TYP. 0 5" O SYSTEM R L M N a OO O O O �YY1ID� JAMB SHELF ANGLE, TYP. J2 AUTOMATIC SWINGING DOOR STOREFRONT STOREFRONT LOUVER LOUVER WEEP TUBES, TIP. 5" 11 ALUM. CURTAINWALL 12" CONCRETE LINTEL SYSTEM 2" POLYISOCYANURATE WOOD SILL \ BACKER ROD & REFLECTIVE RIGID INSUL WOOD TRIM: B.O.D. SEALANT, TYP. ARCHITECTURAL MILL- 1 1 ALUM. CUTAINWALL ASPHALTIC SEPARATION, d d - DAMP PROOFING WORK MFG. CO. SYSTEM TYP V #H85C & #H57A WOOD SHIM, TYP. BRICK BACKER ROD & WOOD SILL ALUM. CURTAINWALL M SEALANT WOOD TRIM: B.O.D. ARCHITECTURAL MILL- 4" SYSTEM a 8" C.M.U. coli co BRICK SILL WORK MFG. CO. #Ha5C & #H51A HEAD 5., - 5/8" G.WB. ON 1-1/2" MTL. THRU-WALL BACKER ROD & SEALANT FURRING CHANNELS HA LL 3"=1'-0" FLASHING, TYP. 2" POLYISOCYANURATE - CAST STONE BASE BACKER ROD & /� REFLECTIVE RIGID INSU ,. \ SEALANT V DAMP PROOFING MTL. THRU-WALL FLASHING, TYP. 2" POLYISOCYANURATE N WOOD SHIM, TYP, ASPHALTIC SEPARATION, TYP. S �. BRICK REFLECTIVE RIGID INSU *WOOD TRIM IN ROOMS "WOOD CASING B.O.D. 12" C.M.U. 105, 109, 111 ARCHITECTURAL MILL- -5/8" G.WB. ON 1 1/2 DAMP PROOFING DAMP PROOFING WORK MFG. CO. #H2B METAL FURRING ALUM. STOREFRONT 1 1/4" . CHANNELS - SYSTEM Comm. No: 12010.00 12" C.M.U. Date 01/16/14 SILL �• M�ALGFURRING 1 1/2 BRICK JAMB s" Drat„^_ AEW CHANNELS J1 S3i Revised: P - BRICK SOLDIER COURSE 5" ALUM. STOREFRONT 2" POLYISOCYANURATE - - SYSTEM REFLECTIVE RIGID INSUL 5/8" G.WB. ON iv WOOD SILL ACOUSTICAL BAIT DAMP PROOFING l 1-1/2" FURRING \ WOOD TRIM: B.O.D. ARCHITECTURAL MILL- INSULATION, TYP. -- , CHANNELS WORK MFG. CO. '.-..'� p p CAST STONE 6" C.M.U. ." . MTL. THRU-WALL #H85C & #H51A 5/8" G.W.B. ON 6" - D. FLASHING, TYP. .. BACKER ROD & METAL STUDS .. 12" C.M.U. ., .. *WOOD TRIM: B.O.D. .. SEALANT D D ARCHITECTURAL MILL- CAST STONE SILL - 5/8" G.WB. ON 1-1/2" - 7 WORK MFG. CO. #C16C - - FURRING CHANNELS SHELF ANGLE, TYP. MTL. THRU-WALL BACKER ROD & FLASHING, TIP. \ SEALANT •ty WEEP TUBES, TIP. 2" POLYISOCYANURATE CRIGID INSU to rNE ssr a Mr aaRRtact ttc WOOD SHIM, TYP. WOOD SHIM, TYP. - N \ 8" CONCRETE LINTEL nRc wwMUM e�ocsr ASPHALTIC SEPARATION, DAMP PROOFING TYP. N, BACKER ROD & WOOD CASING: B.O.D. SEALANT, TYP. CAST STONE ARCHITECTURAL MILL- *WOOD TRIM IN ROOMS ASPHALTIC SEPARATION, 8" C.M.U. AUTOMATIC SLIDING WORK MFG. CO. #H2B 705. 109. 1t1 TYP. DOOR 1 1/4„ ALUM. CURTAINWALL WOOD SHIM, TYP. METALG.W8. ON NG 1 1/2 SYSTEM CHANNELS ©2011 HARVARD JOLLY.INC. JAMB JAMB 5 SILL HEAD 5" SILL J5 3'-I'-G" S2 3"=1-D' H1 3"=1'-D" SYSTEM S1 3"=i •_G" A15.1 J10 -1'-D" . ALUM. STOREFRONT SYSTEM JAMB J63"=1'-0" 5" ALUM. STOREFRONT SYSTEM MULLION M23" 1'-0" 5" ALUM. STOREFRONT SYSTEM THRU WALL FLASHING SHELF ANGLE SEALANT ALUM. LOUVER HEAD ALUMINUM LOUVER H7 = ,._G., 1-1/2" RIGID INSUL BRICK VENEER 8" CMU W/1 #5 CONT. GROUT CELL SOLID SEALANT NT. :EL ANGLE - STRUCTURAL ALUM. LOUVER MULLION JAMB ALUMINUM LOUVER M1 3"=1'-0" J10 3" = SLUM. LOUVER J11 JAMB 3"=1' C" HEAD H6 3" -D" 1 5" 11 1 1 1/4" m J J t I. ON 1-1/2" :HANNELS, TYP. Q i DCYANURATE RIGID INSUL i Q 7 OFING CEMENT PLASTER ETAL LATH ON IN ✓ '� ;. °s Z (i EXT. GRADE p v w GOD SHEATHING, BRICK Q'"- . SELFADHERING WATER - ROD & T Z FINGE TYP. FI BACKER SEALANT FOIL FACED WOOD SHIM, TYP. SOCYAN URATE RIGID ATION, TYP. ASPHALTIC SEPARATION, r TYP. '8" METAL STUDS, Z O ETAL STUDS, TYP. ALUMINUM STOREFRONT r E O t G.W.B.. TYP. � a o METAL FLASHING JAMB w STOREFRONT SYSTEM, TYP. STICAL BATT aTION, TYP. CASING: B.O.D. TECTURAL MILL- MFG. CO. #C16 G.WB. ON 7AL STUDS SHIM, TYP. AATIC SLIDING ALUM. STOREFRONT SYSTEM GLASS 2" POLYISOCYANURATE REFLECTIVE RIGID INSI DAMP PROOFING BRICK 5/8" G.WB. ON 1-1/2" FURRING CHANNELS MTL. THRU-WALL FLASHING, TYP. WOOD CASING: B.O.D. ARCHITECTURAL MILL- WORK MFG. CO. #C16 BRICK HEADER COURS SHELF ANGLE, TYP WEEP TUBES, TYP 8" CONCRETE LINTEL BACKER ROD & SEALANT, TYP. WOOD SHIM, TYP. ASPHALTIC SEPARATIOP TYP. H5 HEAD 3"=1'-O" CTIVE RIGID INSUL. PROOFING ` M.U. co ON i-t/2" NG CHANNELS ROD & NT v SHIM, TYP. WW 8" METAL STUDS Z STOREFRONT ;M Comm No: 120 1 Q.0Q )REL GLASS Date 01/16/14 Dawn AEW J8.,-va- DOOR 5" SEALANT .4 2" POLYISOCYANU RATE REFLECTIVE RIGID INSUL. n d DAMP PROOFING BRICK u _ BACKER ROD & - `n STEEL ANGLE - SEALANT p CAST STONE SILL n 8" C.M.U. w� THRU WALI 5/8" G.WB. ON 1-1/2" ALUM. STOREFRONT ,._ FLASHING MTL THRU-WALL FURRING CHANNELS - SYSTEM FLASHING, TYP. 2" POLYISOCYAN U RATE ,_ w BACKER ROD & i BRICK SILL REFLECTIVE RIGID INSUL r7 SEALANT ro ra em or w ox— ra ❑ N WOOD SHIM, TYP. v�r wmi uriuuu O O .;: n DAMP PROOFING ASPHALTIC SEPARATION, n E euim+o cao[ y CAST STONE TYP. 8" C.M.U. 8" C.M.U. 5/8" G.WB. ON 1 1/2 METAL FURRING 1 1/4• ALUM. STOREFRONT CHANNELS SYSTEM (D 2011 HARVARD JOLLY, INC. i HEAD SILL ALUMINUM LOUVER SILL JAMB 5" e H3 1 S5 3" = 1'-0" S4 3"=1'-C" J7 A152 3"=1'-0" 3"="'-C" I I I I x -I IJ'_ LILI "WIDTH SHALL TOILET ACCESSORIES MATCH WIDTH OF COUNTERTOP -�r•�r- • ALL PRODUCTS ARE BOBRICK U.N.O.�i 1 MIRRORS 0 ® 1A 8-290 X 1830 ,B CUSTOM J ^J � 1 g ❑ . $ S� " §off 2 SOAP DISPENSERS O $ . 3 3 §°I 0 2A B-306 - RECESSED 1 16 2A 8A 7A 9A 10A 108 15A 16A 17C 20A 30E 40A 7 SANITARY NAPKIN DISPOSAL a MIRRORS ���� KIN SW DISPENSER DISPEN� DISPOSAL TOILET TISSUE DISPENSER GRAB BARS ROBE HOOK S/S SHELF MOP RACKS ELECTRIC HAND DRYERS MULTI PURPOSE UNITS CHILDCARE UNITS � � � � 7A 8-270 - SURFACE Q 8 TOILET SEAT COVER DISPENSERS ..,, o 8 IN. KNEE SPACE 8A B-301 - RECESSED 9 TOILET TISSUE DISPENSERS �/ x ACCESSORY MOUNTING HEIGHTS ACCESSIBLE SINK / LAVATORY 9A 8-4266 - SURFACE DOUBLE 10 GRAB BARS 12 -3 1/2" 11 -2" 9 -5 2 -6 10A B-6806 X 36 STRAIGHT 36" 10B B-6806 X 42 STRAIGHT 42" o M3 i M3 18 ROBE HOOKS 15A B-7671 -SINGLE n H F 0 I I 1E S/S SHELVES u O 53 O 17 16A 8-287 0 es z JANIITO N I io JANI0T0 I 17 MDP RACKS i y o 54 SF S2 o I 54 SF S2 c I 17C B-239 1 15A J1 n1 4 20 ELECTRIC HAND DRYERS - - - - - - - - - -, --- -- � 1 — ------------ --- I A 30 2A � 20A XL-SB -EXCEL DRYER %LERATOR I I� __ M I I I \�---L------ 1A O I • - S1 S 3 104 1 S CO PANIO•dT ILET� 104 S 102 I CO PANION SPACEC 30 MULTI PURPOSE UNITS ' I WOMEN 1 88 SF I I WOMEN D 1 68 SF 1 10A in 215 SF S1 S1 1 1 \ , / I I 215 SF I 4p A I ACCESMLE SINK IN COUNTER 30E 8-369 PAPER TOWEL/WASTE I I T I I - 4-- ----------" — — —1. 40 CHILDCARE UNITS I ® I I 2A 0 I m I B.E.J. ----- I 1 0 �, 1B iB 20 - e. 1 - - - 1 7A 9A - 40A K8110-SSRE DIAPER CHANGING STATION i 103 I 103 1 -� MEN 152 SIF I I MEN 152 SFs1 ]7A 1 �� / I- 15A BA I 2A 2A 9 S3 S3 1A S3 S3 1A N IF I CA 0 t 10A 10A S1 S1 1 S1 S1 8A BA m e m I 9A 9A 1 I TYPICAL TOILET ROOM/STALL DETAILS ARE BASED UPON SINKS THAT - ---- - r +- - -' --I ---t ARE 22"W X 18"D AND ON 33" LONG TOILETS. DIFFERENT SIZED - - - - - - - - - - - - - - - - - - FIXTURES MAY ALLOW OR REQUIRE REVISIONS TO THE ROOM B.E.J. j I- - - - - 1G ..J. - - - j OR STALL DIMENSIONS. l" / TOILET ACCESSORIES SHALL NOT PROTRUDE MORE THAN 4" INTO A PATH OF TRAVEL OR A REQUIRED TURNING SPACE. TYPICAL TOILET ROOM DETAILS MAY NOT APPLY TO ALL TOILET ROOMS. DETAILS SHOWN ON FLOOR PLANS AND ENLARGED FLOOR PLANS TAKE C 7 PUBLIC RESTROOMS PRECEDENCE OVER TYPICAL DETAILS. ■ 1/4 =1 -O" SPECIFICATIONS AND SIZES OF ACCESSORIES ARE BASED ON BOSRICK BOBRICK WASHROOM EQUIPMENT U.N.O. SEE SPECIFICATIONS FOR LIST OF APPROVED MANUFACTURERS. ALL EQUIPMENT SHOWN SHALL BE STAINLESS STEEL, SATIN FINISH (U.N.O.). NOTE: ALL EXPOSED PIPING AT LAVATORIES SHALL BE INSULATED WITH HANOI LAV-GUARD OR APPROVED EQUAL, WHITE. i'- I I 9A 7A I loel (� a J L uj +� BA NOTE: MOUNTING HEIGHTS ARE THE SAME FOR FIXTURES AND TOILET INSTALLED IN REGULAR TOILET STALLS. STALLS. 18" 4- Y S1 10A S1 MIN. 8" 7 S3 // I II I OA123 MAX 1Y `� 1213 3yj8FE TOILET /p O T TOILET O TOILET FLUSH VALVE CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF — 15A THE TOILET AREA, A HEIGHT OF x' M3 _L_i/ I S1 30 I 51 NO MORE THAN 44" A.F.F. Comm, NO: 12010.00 7 1 3 TYPICAL ACCESSIBLE TOILET ROOM ELEVATONS Date: 01 /16/14 Dawn AEW 1 /4"=1'-0" Revised: V n V -FLUORESCENT LIGHT FIXT RE lz L OOD SEMI -GLOSS PAINT b 2"x6" CT SHELF RAIL FER TO RCP* z A" METAL ro n'e afar o� ar xaowtnoE, 1xE �r V FRAMING, TYP. 3"x6" CT FIELD TILE `$ CEILING GRID $ >xi wm.�w METAL EGGCRATE 3"x6" COVE TILE BASE ~ LAY -IN PANEL -No %" GYP. BD. - PAINTED, TYP. 3%" METAL FRAMING, TYP. 02011 HARVARD JOLLY, INC. LIGHT TROUGH DETAI_ 1"-1'_G. TYPICAL WALL TILE ELEVATIONS Av.1 1/4 =1'-O" NORTH ELEVATION -LOBBY 100 1 1/4„=1.-0. NORTH ELEVATION -MEETING ROOM 105 5 ,/4" —O' SERVICE DESK 108 9 1 /4._ 1 .—D., DONOR RECOGNITION PLAQUES ±F" EAST ELEVATION -LOBBY 100 2 1/4„=1' EAST ELEVATION -MEETING ROOM 105 61/4'=1,_O,. SERVICE DESK 108 101/4' FIRE ALAR PULL STATIC �I SOUTH ELEVATION -LOBBY 100 31/4'=,,-D.. PAINTED WOOD CROWN MOULD —� PAINTED WOOD CHAIR RAIL —� SERVICE DESK 108 11 1 /4"=1'-0" WEST ELEVATION -LOBBY 100 4 1 /4.=V-0" \\ FIRE ALARM P1 // / \ PU ST ION / \ P2 SOUTH ELEVATION -MEETING ROOM 105 7 1/4' —O" 848 B48 ILE SERVICE DESK 108 121/4. —D• 4 P1 �� 4 / \ \ / / WEST ELEVATION -MEETING ROOM 105 8 1/4•=1. Ll / I TI 87 85 a GALLEY 105A 13 1/4'=1-_0" H � �0 U Comm. NO: 12010.00 Dale 01/16/14 Drawn: AEW Revised _ _ —\ /— EMBELLISHMENTS s 19, Z, a s $ EMBELLISHMENTS BY OTHERS $ s = 8Y OTHERS J4 /� &U, J" PWOM x NW BeLgNC troblGol¢ iNE MD SPECIAGlICNS COMPLY 'MM V / 30 30 30 37 95 87 STAFF LOUNGE 124 CIRCJ TECHNICAL SVCS. 119 TEEN ENTRANCE CHILDREN'S ENTRANCE 92011HARVARDJOLLv.ING 14 „4,=1,_D. 151,4.= 161,4 17 D. A17.1 a - r ^� o R 0 o a o u FlNISH LINE OF WALL FINISH LINE OF COUNTERTOP WALL c COUNTERTOP r1" VARIES SEE BOX A8 2'-0" J A80- 2'-6" � a PULL \ O $ DOORS PER ELEVATIONS ADJUSTABLE SHELVES �I a 1 ,/2" THICK PANEL N SUPPORT 3/4^','I V ..., ¢ mp2l 'I'19 f r. BASE CABINET BEYOND a BACK PANEL (WHERE OCCURS) ✓ �. ADJUSTABLE "SHELVES SUPPORTS n 10-(SEESPECS.) 1 o iv CONT. SUBBASE 1 E. 1 1/4" 1 1/4" PLASTIC LAMINATE ALL r- � PLASTIC LAMINATE ALL EXPOSED AND SEMI- 1'-11" EXPOSED AND SEMI- z EXPOSED SURFACES EXPOSED SURFACES �/ „' 4 A8 BASE CABINET PROFILE ACCESSORY PROFILE Q B19 Aft 1"=1'-0" 123819 ,"=,'-0" 123AB FINISH LINE OF WALL FINISH LINE OF 2,_0.. WALL o COUNTERTOP � � H a v COUNTERTOP a ------- VARIES SEE BOX A3 = 2'-0" A30= 2'-6" PULL <� ti z � I PULL M1i - - - - DRAWER _______ DRAWER �' ffi f o 3/4 \ n _ BASE CABINET BEYOND BACK PANEL zz (WHERE OCCURS) 0 i I JJ CONT. SUBBASE PLASTIC LAMINATE ALL w --� � PLASTIC LAMINATE ALL EXPOSED AND SEMI- EXPOSED AND SEMI - EXPOSED SURFACES EXPOSED SURFACES A3 BASE CABINET PROFILE PENCIL DRAWER B9=1'-0" 12389 A3a ,"=,'-0" 123A3 FINISH LINE OF WALL 2'-0° 4" 8"1'-2 3/4"5/ "4" COUNTERTOP COUNTER TOP r1" VARIES SEE BOX STEEL COLUMN - SEE � a. STRUCT. DWGS., TYP. 5/8" G.W.8. ON PLASTIC LAMINATE ALL EXPOSED AND SEMI- 'v \_ N 3-5/8" METAL STUDS, YP. , EXPOSED SURFACES J `E o WOOD BASE BELOW, ----------------- iO — DRAWER T,P % iv WOOD TRIM, TYP. ONE DOOR AT 86,B60 86,87 2'-0" TWO DOORS AT B7,B70 Bfi0,B70 = 2'-6" PULL DOOR OR DRAWER FACE WERE OCCURS n ADJUSTABLE SHELVES 1/4" WOOD TR M, TYP. o (TYP.)SEE ELEVATIONS 1 1/4" 1 1/4 n 4BACK WOOD CROWN WOOD CROWN MOLDING, TIP. \ MOULDING - B.O.D. PANEL n S&S CRAFTSMEN #444, TYP. ADJUSTABLE SHELVES SUPPORTS 5/8" G.W.B. ON (SEE SPECS.) 3/4" 3-5/8" METAL STUDS, "E CONT. SUBBASE TIP. STEEL COLUMN - SEE c c BV B6a STRUCT. DWGS., TYP. COLUMN DETAIL BASE CABINET PROFILE TYPICAL COUNTERTOP DETAIL T31"=1'-0" J' J B/,B/ a 1"="-0" 123B6 3"=l'-C" 123D5 FINISH LINE OF WALL FINISH LINE OF WALL n a ri• - X 4 WOOD COUNTERTOP BLOCKING (TYP.) EL 7'-0" TOP OF CABINET10 ri" VARIES SEE BOX FACE OF WALL TWO DOORS a PLASTIC LAMINATE ALL SEALANT `•'/ of PULL EXPOSED AND SEMI- I I EXPOSED SURFACES L cur our arFuw raL COUNTERTOP M V� BACK PANEL RI V SW \ J 3/4" WOOD TRIM, TYP. `� WOOD TRIM, TYP. < � i0 1 COLOR OF CABINET LINER SHALL MATCH COLOR OF PLASTIC S.S. CORNER GUSSETS o (TYP. AT ALL FOUR V a, LAMINATE, TYP. I TOP CORNERS ON SIDE PANELS) 1 X 4 WOOD 3 N PLASTIC LAMINATE ALL BACK PANEL B4,B5 2'-D° (TYP.) BLOCKING TYP. _ EXPOSED AND SEMI- B40,850 3 2 -6 ONE DOOR AT B4,B40 EXPOSED SURFACES TWO DOORS AT B5,B50 Comm No: 12010.00 < CONT. SUBBASE Dale 01/16/14 B4, B4a °`a"°' WALL CABINET PROFILE BASE CABINET PROFILE TYPICAL BACKSPLASH DETAIL nEw Ra-ad'. W8 I"=1'-0" 123W8A C C B�, BVa ' ="'-0" 12384 3"=,'-0" 123D9 SOLID SURFACE FINISH LINE OF WALL n �1" 1'-0" 1 X 4 WOOD CCUNTE 1 -6" 1 -0" 3 1 1 o BLOCKING (TYP.) WOOD BLOCKING, TYP. 3/4" PLYWOOD ON EL 7'-0" 2 0" 2" X 4" WO. STUD TOP OF CABINET FRAME, TYP. o ADJUSTABLE SHELVES PLASTIC LAMINATE ON ALL SIX SIDES -1 FA RIC COVEREE TACKBOARD CROWN MOULDING - SU FACE ABOV DESKTOPB.O.D.: 55 CRAFTS - MEN #455 I ONE DOOR AT W1, in TWO DOORS AT W2 a 5/4" WOOD RAISED �M CL 1 PANELS VIEW I ADJUSTABLE 1/4" WOOD PANELS O i SHELVES SUPPORTS (SEE SPECS.) v HOLES STUD FRAM'G. 3" O.D. GROMMET ��EµED O IW 1 ra uwuu. euuxa caocs. PULL BACK PANEL "t FOR POWER & DATA O a WIRING .1 REMOVABLE ACCESS f PANEL PUTTY COLOR WITH RETRACTABLE, SELF STORING SLOT COVER N ' IL1 1/4" I 1 1/4" PLASTIC LAMINA BASE CABINET OR ALL EXPOSED A D O ACCESSORY A8 BEYOND <' 8DE WOOD BASE, TYP. < BASE MOULDING: B.O.D. S&S CRAFTSMEN #332 PLASTIC LAMINATE ALL SEMI -EXPOSED SEE CSWK. ELEVATIONS SURFACES AT SHEET A17.1 DESK SIDE < BASE MOLDING: B.O.D. VIEW EXPOSED AND SEMI - S&S CRAFTSMEN #332 EXPOSED SURFACES 5� 2011 HARVARD JOLLY, INC. W j GROMMET FOR COLUMN DETAIL T1 COLUMN DETAIL T2 W2 WALL CABINET PROFILE CIRCULATION DESK COUNTER C2 G WIRES AND CABLES A18.1 i, ,'_D" 123W1 1"=l'_0" 6"=1'—O" GROMET-D FINISH Roorn Nwber 100 101 102 103 104 105 105A 1058 106 107 108 109 110 111 112 113 114 115 116 117 117 119 120 121 122 123 124 125 SCHEDULE FINISH SCHEDULE LEGEND a O S " ¢ .: , Q C c7 2 Y i 'r F o z e� g 1= cc o z Room Name FLOOR WALLS CeLm Remarks I'll, FIEL➢ DEFINITION FHeh Base North FY1N11 East FidW South Fk*M West FHeh FkdW HeVn FLOOR MATERIAL TNTES CPT FLOOR CARPET TILE CS FLOOR CONCRETE SEALED PT FLOOR PORCELAIN TILE SV FLOOR SHEET VINYL BASE -- BASE NO BASE REQUIRED CT BASE CERAMIC TILE PT BASE PORCELAIN TILE RS BASE RUBBER STRAIGHT VC BASE VINYL COVED WALL WALL NO WALL THIS SIDE OF ROOM CT WALL CERAMIC TILE P WALL PAINTED EGGSHELL SP WALL PAINTED SEMI -GLOSS CEILING CONDITIONS EXP CEILING EXPOSED STRUCTURE GP(-) CEILING GYPSUM WALLBOARD, PAINTED LA(1) CEILING LAY -IN ACOUSTICAL PANEL NIISCELLANEOCS SYNIBOLS 8-0 HEIGHT CEILING HEIGHT IN FEET & INCHES 1 REMARKS 36S ELEVS ELEVATION NUMBER: UP TO THREE DIGITS FOLLOWED BY ALPHABETIC SUFFIX INDICATING COMPASS RELATION OF ELEVATIONS (E.G. EAST, SOUTH) A5, 1A PLANS INDICATES DRAWING NUMBER WHERE ROOM APPEARS AT 1/B' AND/OR 1/4" SCALE LOBBY PT PT P p p P EXP -- 1 JANITOR PT PT SP SP SP SP GP 10'-4" 3 COMPANION TOILET PT CT CT/SP CT/SP CT/SP CT/SP LA 10'-4" 12 MEN PT CT CT/SP CT/SP CT/SP CT/SP LA 10'-4" 2 WOMEN PT CT CT/SP CT/SP CT/SP CT/SP I LA 10'-4" 2 MEETING ROOM CPT RS P P P P LA 12'_8• 1 GALLEY SV VC P P P P LA 9'-01, -- STORAGE CPT VC P P P P LA 9'-0" -- NEW BOOKS CPT RS P P P P EXP -- -- BUSINESS CENTER CPT I RS P P P P LA 12'-8" -- SERVICE DESK CPT RS P P P P LA 12'-2- -- CHILDREN'S COLLECTION CPT RS P P P P LA 10'-B" -- COMPUTERS CPT RS P P P P EXP -- 1 ADULT COLLECTION CPT RS P P p P LA 12'-8" 1 ADULT READING CPT RS P P P P LA 12'-8" 1 BOOK SALES CPT RS P P P P LA 12'-8" 1 TEENS CPT RS P P P P LA 10'-4" -- STUDY CPT RS P P P P LA 10'-4' -- STUDY CPT RS P P P P LA 10'-4" -- ELECTRICAL CS -- P P P P EXP -- -- MECHANICAL CS -- P P P P EXP -- __ CIR./TECH. SERVICES CPT RS P P P P LA 12'-8" -- DIRECTOR'S OFFICE CPT RS P P P P LA 10'-4" -- STORAGE CPT VC P p P p LA 10'_4• STORAGE CPT RS P P p P LA 10'-4" -- STAFF TOILET PT CT CT/SP CT/SP CT/SP CT/SP LA 10-4" 2 STAFF LOUNGE SV VC P P P P LA 10'-4° BOOK RETURN CS -- P P P P LA 10'-4° di FINISH MATERIAL LEGEND GENERAL NOTES FLOOR 1. COLORS AND PATTERNS SHALL BE AS SELECTED BY THE ARCHITECT. CARPET TILE CPT MFG: MOHAWK GROUP 2. WALLS TO HAVE ORANGE PEEL TEXTURED FINISH EXCEPT JANITOR 101, STYLE: TINE REVIVAL 8T331 STORAGE 1058, ELECTRICAL 117, MECHANICAL 118, STORAGE 121, AND COLOR: 37 737 TUFA BOOK RETURN 125 WHICH SHALL HAVE SMOOTH FINISH. PORCELAIN TILE P71 MFG: MONACO PORCELAIN TILE SERIES: MONACO (12" X 24") COLOR: GRIGIO REP: DENISE CASALE 813-928-0644 SHEET VINYL SV MFG: TOLI STYLE: MATURE WOOD COLOR: 532 DARK BRAZILIAN CHERRY BASE RUBBER RS MFG: JOHNSONITE (MILLWORK) SERIES: ENVOY (5.5' H) COLOR: TBD VINYL VC MFG: JOHNSONITE (COVED) COLOR: TBD PORCELAIN TILE PT MFG: MONACO PORCELAIN TILE SERIES: MONACO (3" X 18') COLOR: GRIGIO CERAMIC TILE CT MFG: DALTILE SERIES: RITTENHOUSE SQUARE (3' X 6" COVED) COLOR: 0135 ALMOND (SEMI -GLOSS) REMARKS LEGEND 1. SEE SHEET A17.1 FOR ELEVATIONS. 2. SEE SHEET A16.1 FOR WALL TILE PATTERNS, >mm No: 1 201 0.00 31B 01/16/14 aw" WAL. 3. CERAMIC TILE TO 4'-0" IMMEDIATELY SURROUNDING MOP SINK. a PAINT P1/SP1 MFG: SHERWIN WILLIAMS COLOR: TED `n P2 MFG: SHERWIN WILLIAMS COLOR: TED 0 CERAMIC TILE CT MFG: DALTILE SERIES: RITTENHOUSE SQUARE (3" X 6") i COLOR: 0135 ALMOND (SEMI -GLOSS) Eµmr ow�xx , ar -ft - ME MMNUY CCVE9. MISCELLANEOUS PLASTIC LAMINATE BUUMp PL1 MFG: WILSONART COLOR: 7923K-07 VERSAILLES ANIGRE LOCATION: BASE AND UPPER CABINETS 0 PL2 MFG: WILSONART o COLOR: 4862K-07 SANDY TOPAZ LOCATION: COUNTERTOPS OTHER THAN SS MENTIONED 3�2011 HARVARD JOLLY, INC. SOLID SURFACE a SS MFG: S uCOLOR: E G; LOCATION: SILNK OCOUONTERS/SERV VA DESK TRANSACTION TOP FINISH SCHEDULE A19.1 UTLIITY SIZED BRICK AND STONE LEGEND BRICK STRETCHER 3 COURSE, TYR. a 8" C.M.U., TYR. ❑SMOOTH FACED STONE 1-1/2" RIGID INSULATION, TYR,BRICK,UT)LrrY SIZED J BRICK, TYR.COOT. DAMP CHISELED FACED STONE PROOFING, TYR. 1-1/2" RIGIDO- INSULATION, TYR. `J y- CONC. BEAM- 8" C.M.U., TYR. BRICK TYP. TYPE 1 . SEE STRUCT. G, W.B. ON d DWGS., P. 5/8" 1-1/2' METAL FURRING STUDS, '\ BRICK TYPE 2 N TYR. Q BRICK ROWLOCK CHISELED FACE COURSE, TYR.CAST STONE CS a CONTRACTOR'S WATER TABLE, ,/ a OPTION: BRICK TYR. STRETCHER CONT. THRU- z SCORED & WALL FLASHING, POINTED TO GIVE TYR. THE APPEARANCE - ♦ c OF A ROWLOCK MASONRY TIE, Y / COURSE TYp_ �/ 3/ ACOUSTICAL 8" X 24" _ IFCK CEILING TILE, n= CHISELED FACE CAST STONE, nP / B3� ®® — ��i' ® L_�J® L_il�'.-9/� z --p�� 3/8.. G.W.B. ON a2o.z 1-1/2" METAL CONT. DAMP `.., -- — PRooFINc, TYR. o FURRING STUDS, MASONRY TIE, Typ 4" X 24" CHISELED FACE — _ - --� NORMAN SIZED BRICK SOLDIER - COURSE. TYR, . /2" CAST STONE. nP / 1 " CONT. - - -- _. — -- -- -- THRU-WALL FLASHING, TYR. WOOD WINDOW J , TRIM SEE A15 - --__ - SHEETS, TYR. _ I. STEEL ANGLE * SEE STRUCT. ALUMINUM STOREFRONT ! °•A a� 1/2 FRAMING, TYF. 3 1/2" RICK DETAIL STONE DETAIL — B �!� 7 _ D7 1 /2" - D6 ,/2" _ ,,_D„ _ -- - _ FF _ �� II tl Il Il II IF Il Il Il II l a h j UTILITY SIZED UTILITY SIZED �•• �• I J REM \ er. BRICK, TYRBRICK, TYP. , RIGID 1-1/2" RIGID ��L............. �a:.�.>.; ..a�x �i a'Aia INSULATION, TYR. INSULATION, TYR. 8" C.M.U., nP. 8" C.M.U. , TYR. £,�\s CONT. THRU- CONT. THRU-WAL -- - - WALL FLASHING, FLASHING. TYP. TYR. BULLNOSE STONE L .' BULLNOSE STONE WATER TABLE, TYR WATER TABLE, TYP - CONT. DAMP I I CONT. DAMP PROOFING, TYR. PROOFING, TYR. MASONRY TIE. - - 8' x 24" SMOOTH TYR. " ��a\��• � �, �£ \a; \ ,, 4L .. w . FACE CAST STONE MASONRY, TYR. 8" X 24" SMOOTH- FACE CAST STONE a` MASONRY TIE, MASONRY, STONE TYR. :. Ltd a.. x za' 1 �„ 4" x 24" : CHISELED FACE CHISELED FACE - - ��, T^� \•� :. , CAST STONE CAST STONE _... -----_ ,••:a ��•\,. •\.��:. ,. ,a,• - Q MASONRY, TYR. MASONRY, TYR. - -- - 5/8" G.W B. ON 5/8" C.W.B. ON __ _ - 1-1/2' METAL 1-1/2" METAL Lim '..$..'.. KEY NOTES m FURRING FURRING CHANNELS, TYR. CHANNELS, TYP. BLEND BRICK TYPES 1 AND 2 FOR FIELD BRICK. 85% TYPE 1 AND 15% TYPE 2. ( 1 NMI, ALUMINUM COPING vJ 2 1 L BULLNOSE SILL/ WATER TABLE � /r� Q R U eL B7 STONE DETAIL B6 STONE DETAIL r= d mod,\Lff Z F 3 / / / / / -- o m S o�a Comm N. 12010.00 Dale. 01 / 1 6/ 14 o D. — AEW c Revised: �10/17/13 0 a 0 a o sricinuro s�Coun.v wrrH I Nm stalk coo¢ N O O O O 2011 HARVARD JOLLY INC a A7 CORNICE DETAIL ELEVATION DETAIL A5 AZO.� = .. ,., SEALANT AND BACKER ROD BRICK RIGID INSULATION CONT. DAMPROOFING ELASTOMERIC MEMBRANE FLASHING CMU INTERMEDIATE PLASTER PLAN DETAIL E2 1 1/2" = 1'-0" 3-5/8" X 23-5/8" X 7-5/8" TALL SMOOTH FACED STONE VENEER, TYP. —AIR SPACE, TYP. 1-1/2- RIGID INSULATION, TYP. —CONT. DAMP PROOFING, TYR. 7-5/8" X 15--5/8" C.M.U., TYP. 3'-5/8" X 23-5/8" X 7-5/8" TALL / CHISELED FACE STONE VENEER, TYP. SEALANT AND BACKER ROD BRICK RIGID INSULATION CMU CONT. DAMPROOFING ELASTOMERIC MEMBRANE FLASHING CMU BRICK CONTROL JOINT DETAIL CORNER PILASTER PLAN DETAIL C3 3"=1'-0" C211/2" -O" MODULAR SIZED BRICK ROWLOCK COURSE, TYP. MODULAR SIZED BRICK ROTATED 45 DEGREES, TYP. � 8" C.M.U., TYP. �1-1/2" FOIL FACED POLYISO, RIGID INS., TYP. CO —NT. DAMP PROOFING, TYP. I WALL - WALL BRICK CONTROL JOINT DETAIL CORNICE DETAIL B4 3" —O" B3 1 1/2" = 1'—O" 3-5/5" X 23-5/8" X 7-5/8" TALL SMOOTH FACED STONE VENEER, TYR AIR SPACE, TYP. 1-1/2" RIGID INSULATION, TYP. 7-5/8" X 15-5/8" C.M.U., TYP. 5/8" G.W.B. ON 1-5/8- METAL STUDS, TYP. INTERMEDIATE PILASTER PLAN DETAIL 4 1 1/2" =1,-O„ ----------------- CORNER PILASTER PLAN DETAIL A2 1 1/2" =1.-O" YP. TYP. J _ m J UTILITY SIZED BRICK, TYP. '" ^ AIR SPACE, TYP. O a $ 1-1/2" RIGID INSULATION, Ti.. —' 7-5/8" X 15-5/8" C.M.U., 77yyP. CONT. DAMP PROOFING, t7 TYP. A G.W.B. 1-5/8" MET METAL STUDS,, TYP. h: 1 w a Q t 0 z w Q � Z 2 lY Q� z 0 � o a A U O Cs a�V! 0 iy�pP Z MITER CORNERS, TYP. V V/ Comm N. 12010.00 Date. 01 / 1 6/ 14 Drawn AEW Revised m n1[ t>Eir or ur iaowum[ n10 run nro srrd0Ul a mur�r •1m me upuuu autnro morn. ��2011 HARVARD JOLLY, INC. A20.2 GATE VALVE, VALVE BOX 8 PAD NSTALLATION NIRE MEIN CONCRETE E GAUGE C A C WWFJ PAD s s GRADE 7-- ��CONCFETEALVE WITH BOX 6 CHVI DTTE PPE 7-- AY BOX' OR EQUAL WATER MA R CONCRETE BLOCK PAD AllonmLike CAST RICK VALVE SHALL BE FIRMLY SUPPORTED AND MAINTAINED CBNiE°® AND PLUMB OVER THE OPERATING NUT OF THE VANE BY THE CONTRACTOR WITH VALVE BOX COVER FLUSH WITH THE SURFACE OF THE FINISHED PAVB09 OR AT SUCH OTHER LEM AS MAY BE DIRECTED .. .. CAHBLA.TING ENGINEERING ASSOCIATIES. INC, PEW 02-T406,SSPDt1Y 00-2 WALL CLEANOUT H 0 88 CAST FtON PPE W/ACCESS COVER FINISHED WALL SURFACE STAIP1E88 STEEL OR THREADED CLEANOUT NICKEL BRONZE ACCESS COVER AND PLUG FRAME FNF NT FU WITH GLL TEST TEE HEAVY DUTY, WIDE_ BODY COUPLING REFER TO THE SPECIFICATION. CONSULTING ENGINEERING ASSOCIA INC....: REV: 02.00.06 PD-0SI2 CO-1 EXTERIOR CLEANOUT TOP �R17Ay} VA&ADALISTANT SCORIATM COVER THREADED CULANOUT RUG a'VO 7 A t2' SQUARE OR W THIOL CONCRETE PAD FINI SH GRADE OR PAVING z• CAST IRON ACCESS BOX MIN Y PIPE EXTENSION UP 4 TO CLEANOUT PRDVIOE TWO-WAY ENCASE IN WN PSI CLEANOUT FITTING CONCPETFMIN 4' THICK WHERE SPECIFIED WYEFITTING 6 FRIG AT END LINE Ea OF �U4'(MU 4'") CONSULTING e4lNEERING ASSOCIATES. INC ;REV: OZOO.06 I PD-0104 VENT THRU ROOF (VTR) p,mz ALL VENTS TI N ROOF ELL BE A MIN OF tOW FROM ALL WADE AIR INTAKES. WINDOWS. DOORS, ETC. t" TURN FLASHING DOWN INTO PIPE VENT STACK LVTPo 4 L8 LEAD � FLASHING BrBTEA ROOFINGREFER V MIN TO ARCHITECTURAL DRAWINGS FOR ROOF TYPE AND SPECIFIC INSTALLATION DETAILS :" ` ••:••: RISER CLAMP. A '+t•. T. ATTACH TO BUILDING STRUCTURE IF � sEE eTRUCTTAu1 DRAwINGe CONSULTING ENGINEERING ASSOCIA - - HNC 1 REV: 02-WO46 I PD-0T08 TP-1 WATER SAVER TRAP PRIER FINISHED WALL WALL HUNG LAVATORY CONCEALED ARM SUPPORT WHERE SPECIFIED WATER SAVER TRW PRIMER SIMILAR TO JR SMITH (--tn TYPE 1: HAD COPPER FIG 2ns-*I'll-1n CLEANOUT PLUG �ON FLOOR DRAIN WITH CO DEEP SEAL TRAP FINISHED FLOOR eLOPE TO TYPE T SOFT COPPER wl DRAIN NO JOINTS BELOW FLOOR CONSULTING ENGINEERING ASSOCIATES. HNC REV: 02.OP06 TP-2 TRAP P &M ` 1/l COD WATER SUPPLY !FARES! DOMESTIC COLD WATER USE Tr TRAP PRIMER AS MPG, BY PPP, INC. WALL N //P1' (WAFTS CONCEAED IN A WALL BTAINLECISTEEL PACCESS lPANEU (12'Bl VA TUBE BY IN: 4 OVW DISTRIBUTION UNIT AS MR; BY PPP, ING, ATTACK TO WALL OR FRAMING tr HARD COPPER DISTRIBUTION PIPING CAP INU� OUTU`TB COUPLING CONNECTION TO TYPE K SOFT COPPER TUBING BEDW FLOOR WITH NO JOINTS. PPDVILX: COMOBION PROTECTION SLOPE TO FLOOR OPWN PUSHING MEM6RAPF WHERE REQUIRED FLOOR DRAIN WITH TRAP PRIMER CONNECTION AND DEEP SEAL P-TRAP FIN FLA `. A A �. LAVATORY CARRM t- FINISHED WALL STEEL I1FR1 B CAPPED LEVELING BCFEWS LET SCREWS LOCKING DEY� �� SET SCREWS TIE RODS FINISHED FLOOR MoBaLD'LIFS CARRIER SHALL 0E ABLE TO WTINSTAN D AN APPLIED VERTICAL LOAD OF A MINIMIM OF 2W POUNDS ON THE FRONT OF THE FIXTURE PROVIDE IXl@DEG ARM AT WHEELDHNIR LAVATORIES. CONSULTING ENGIHliliING A880CIA_INC. -- REV: DB•O1H06 PDH>106 WATER HEATER/SHELF MOUNTED W WW It 7 A V STRAP ANYAgRB WITH T RETURN EQUALLY SPACED AND WEDED TO W x IV GALVA OIL PLATE 4'-0' LONG WAN 3W ♦ THREADS) STDB EQUALLY SPACED. ITSWITCH � IME VACUUM ASUEF VALVE SHUT-OFF VALVE �N�¢ MOURRf InATEA AB HIGH AB POBBIBLE EXPANSION TARO SIMILAR TO AMNgL STi HOT AND COLD WATER SUPPLY FERO TO RAN FOR SIZE ASME T 6 P REUEF VALVE PIPE DISCHARGE TO BUILDING EXTERIOR OR MOP BASIN BELDW DIEECTWC UNION TTV'P) .WATER HEKIM REFER TO SCHEDULE FOR SIZE AND MPOR CORROSION RESISTANT HEATER SUPPORTS GALVD BTL< t-W A mw x VW BRACE -WELD TO STEEL FRAME VEEL SAFEY DRMGAUGE Pµ WIT OOPOPP84 DZED RAIN TO MDP BASIN OR SUM EXTERIOR w STEEL ORATEWE D TO FRAME ROUND ALL DU4080 CORNERS OF THE ANGLE FRAME W GALVID STEM. ORATE GALVO STL < FRAME 1-44' x *-IW x VIE' - WELD ALL MOW P x C It VW GALVD STL PLATE WELDED TO STEEL BRACE ANCHOR TO OMU WAR) SB' R GALVO EP. DOLTS T LONG CLEARS HANGER FOR CAST FM PPE ALL IHEADED HANGER ROD LOOKING NUT SLO ORT NUT ADJUSTABLE FIG. . NO FOR GASP IRON PIPE OPoH81. FIG NO CAST IRION PIPE ALL TREADED H7A= LOCKING NUT OEAS HANGER CAST IRON PIPE) eyG RA. • 4 THOUGH 24 INCH CAST IRON PIPE CONSULTING ENGINEERING ABBOCIA INC. HEY: 02.11.0E PD478D c �- • - • - - �- = I 67ALL THREADED HANGER ROD LOCKING NUT ADJUSTABLE SWIVEL RING ANVIL CT-W PIPING Nil. TREADEDTWO)DI,LOOKING NPTALL THRE LE EPI PLUMBING GENOiAL NOTES 1. ALL WORK UNDER THIS DIVISION SHALL COMPLY WITH THE CODES AND STANDARDS AS LISTED ON THE PROJECT DRAWINGS AND TO OTHER PERTINENT CODES MADE A PART OF SUCH CODE BY REFERENCE. 2. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE PLUMBING SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION NTH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTFIED DATA. PLANS SHALL NOT BE SCALED. 3. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS DO NOT REUEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DRAWINGS OR DIVISION OF THE SPECIFICATIONS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL SECTIONS TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS INSTALLED. 4. SUBMIT SHOP DRAWINGS OF ALL FIXTURE, EQUIPMENT, AND MATERIALS FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FOR ALL EQUIPMENT, WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DRAWINGS, PROVIDE WITHIN THE SUBMITTAL, A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE CONTRACT DOCUMENT. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL BIND SHOP DRAWINGS/CATALOG-CUTS IN THREE RING BINDERS WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. SUBMIT DRAWINGS AND CUT SHEETS FOR ALL PRODUCTS ALL AT ONE TIME. INDEX ALL ITEMS TO THE PROJECT MANUAL OR DRAWINGS AS APPLICABLE. SHOP DRAWINGS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO TOP OF THE SUBMITTAL ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WALL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL. FOR ITEMS REVIEWED AND MARKED "REJECTED" OR 'REVISE AND RESUBMIT', ONLY ONE ADDITIONAL SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED FOR THE DESIGN PROFESSIONAL TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OR THE CONTRACT DOCUMENTS. THE HOURLY RATE OF $150.00 WALL BE BILLED TO THE CONTRACTOR FOR THE PROFESSIONAL(S) TIME SPENT ON THE RENEW. 5. PIPING AND OTHER ITEMS OF THE PLUMBING SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING, CEILING SUSPENSION SYSTEM, DUCTWORK, PIPING, OR ELECTRICAL SYSTEMS. 6. PIPING SHALL BE RUN A MINIMUM OF 6" ADJACENT TO RATED WALLS SO THAT WALLS CAN BE INSPECTED. 7. FOR SEALING OF PIPE PENETRATIONS THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. ALL PIPE PENETRATIONS SHALL BE SEALED USING DETAILS APPROVED BY UL. 8. PROVIDE ADDITIONAL PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALLS. PIPING SHALL NOT BE SUPPORTED FROM R RA ANY RATED WALL. SLEEVE AND/OR FlRESTOP ALL PENETRATIONS THROUGH TIED WALLCEIUNGS AND FLOOR WITH UL LISTED ASSEMBUES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL CEIUNG, OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 9. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPING MATERIALS SHALL BE OF APPROVED MATERIALS THAT WALL NOT PROMOTE GALVANIC ACTION. PROVIDE PIPE SADDLES BELOW INSULATED PIPES. 10. HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 11. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45' FOR PIPE SIZES 4' AND LARGER. 12. ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. FOR PIPE SIZES GREATER THAN 4', RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN TWO PIPE SIZES. BRACES, BLOCKS, RODDING AND OTHER SUITABLE METHODS AS SPECIFIED BY THE COUPUNG MANUFACTURER SHALL BE UTILIZED. 13. PROVIDE ALL OFFSETS AND FITTINGS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. MAKE CONNECTION TO SITE UTILITIES. COORDINATE WITH SITE UTILITY CONTRACTOR AS REQUIRED. 14. CONCEAL PIPING ABOVE CEILING, WITHIN WALL OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 15. PROVIDE ACCESS PANELS (EQUAL TO MIFAB PRODUCTS) FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. COORDINATE FINISH WITH THE ARCHITECT. 16. PROVIDE A PERMANENT 1/2' ROUND RED DOT ON THE CEILING GRID BELOW ALL VALVES. 17. PROVIDE AN AIR GAP, WHEN WASTE CONNECTION IS REQUIRED TO BE INDIRECT, SERVICING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 18. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. IF PIPING IS NOT AVAILABLE CHROME PLATED, PIPING SHALL BE PAINTED WITH CHROME COLORED PAINT. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. WHEN OUTDOORS, PROVIDE CONCRETE ADJACENT TO CLEANOUT AS SHOWN ON THE DETAIL ON THE DRAWINGS. 20. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL DEVICES. 21. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIERS DESIGNED TO WTHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF FIXTURE. ALL WALL HUNG WATER CLOSET BOWLS SHALL BE SUPPORTED BY A CONCEALED METAL CARRIER THAT IS ATTACHED TO THE BUILDING STRUCTURAL MEMBERS. THE CARRIER SHALL CONFORM TO ASME A112.6.1M OR ASME 112.6.2.A. WALL HUNG WATER CLOSET MUST BE CAPABLE OF SUPPORTING A LOAD OF 500 POUNDS AT THE END OF THE WATER CLOSET. ALL WALL HUNG URINALS SHALL BE SUPPORTED BY A CONCEALED METAL CARRIER THAT TRANSFER THE WEIGHT OF THE URINAL TO THE FLOOR. 22. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY TO USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 23. SECURE THE BASE OF ALL WATER COOLERS TO THE WALL. CAULK ALONG TOP OF WATER COOLER TO WALL. 24. FOLLOW ADA GUIDEUNES FOR ACCESSIBILITY TO PLACES OF PUBUC ACCOMMODATION AND COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES. THESE GUIDELINES ARE TO BE APPLIED DURING DESIGN, CONSTRUCTION AND ALTERATION OF SUCH BUILDING AND FACILITIES TO THE EXTENT REQUIRED BY REGULATIONS ISSUED BY FEDERAL AGENCIES, INCLUDING THE DEPARTMENT OF JUSTICE, UNDER THE AMERICANS WITH DISABILITIES ACT (ADA) OF 2010. 25. PRIOR TO ANY EXCAVATION OR DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES. 26. THE LOCATIONS OF ALL CLEANOUTS, VALVES, GAUGES, ETC. SHALL BE LOCATED FOR ACCESS AND/OR SERVICE IN REFERENCE TO THE FINISHED BUILDING. REFER TO THE DRAWINGS FOR APPLICABLE DETAILS. WALL CLEANOUT SHALL BE 10' A.F.F. AND FLOOR CLEANOUTS SHALL BE LOCATED WTHIN 12' OF AN ADJACENT WALL, 27. WHERE PLUMBING SERVICES ARE REQUIRED FOR EQUIPMENT FURNISHED UNDER OTHER TRADES OR PROVIDED BY THE OWNER (OFCI), THE CONTRACTOR SHALL DETERMINE ACCURATE ROUGHING REQUIREMENTS IN ADVANCE OF WORK, SET EQUIPMENT IN PLACE AND MAKE NECESSARY SERVICE CONNECTIONS. PROVIDE ACCESSORIES AS REQUIRED. 28. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ROUGHING DIMENSIONS OF ALL PLUMBING FIXTURES, DRAINS, ETC. 29. ALL FLOOR DRAINS SHALL BE SERVED BY AN APPROVED TRAP PRIMER. PROVIDE 1/2" TYPE K SOFT COPPER SUPPLY LINE FROM TRAP PRIMER TO FLOOR DRAIN PROVIDE CORROSION PROTECTION BELOW SLAB. 30. ALL HOSE BIBBS, WALL HYDRANTS AND HOSE END CONNECTIONS SHALL BE EQUIPPED WITH AN APPROVED INTEGRAL VACUUM BREAKER AND SHUT OFF VALVE LOCATED ABOVE THE CEILING. UNLESS OTHERWISE NOTED, ALL WALL HYDRANTS AND HOSE BIBBS SHALL BE INSTALLED 24" ABOVE FINISHED FLOOR OR GRADE. 31. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF DISSIMILAR METALS (SUCH AS COPPER TO GALVANIZED STEEL). 32. ALL VENT PENETRATIONS THROUGH THE ROOF SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKES, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. 33. BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC TYPE DWV AND SHALL CONFORM TO ONE OF THE FOLLOWING STANDARDS: ASTM D 2665, ASTM D 2949 OR CSA B181.2. FITTINGS SHALL BE PVC AND SHALL CONFORM TO ONE OF THE FOLLOWING STANDARDS: ASTM D 2665, ASTM D 3311 OR ASTM F 1866. JOINTS SHALL BE SOLVENT CEMENTING. A PURPLE PRIMER THAT CONFORMS TO ASTM F 656 SHALL BE APPUED TO JOINT SURFACES (CLEAN AND FREE FROM MOISTURE). SOLVENT CEMENT NOT PURPLE IN COLOR AND CONFORMING TO ASTM D 2564, CSA 8137.3, CSA B181.2 OR CSA 8182.1 SHALL BE APPUED TO ALL JOINT SURFACES. JOINTS SHALL BE IN ACCORDANCE WITH ASTM D 2855. 34. ABOVE GRADE SOIL, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT HUBLESS CAST-IRON PIPE AND FITTINGS WITH WIDE BODY TYPE 304 STAINLESS STEEL HEAVY-DUTY COUPUNGS WITH NEOPRENE GASKETS. PIPE SHALL CONFORM TO ASTM A 74, CISPI 301, OR ASTM A 888. COUPUNGS SHALL CONFORM TO CISPI 310 OR ASTM C 1277. THE ELASTOMERIC SEAUNG SLEEVE SHALL CONFORM TO ASTM C 564 OR CAN/CSA 8602 AND SHALL BE PROVIDED WITH A CENTER STOP. 35. HOT AND COLD WATER PIPING SHALL BE SEAMLESS TYPE 'L" HARD COPPER TUBE AND SHALL CONFORM TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS, ASTM B 75, ASTM B 88, ASTM B 251 OR ASTM B 447. FITTINGS SHALL BE COPPER OR COPPER ALLOY AND SHALL CONFORM TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS ASME B16.15, ASME 816.18, ASME 816.22, ASME B16.23, ASME 816.26 OR ASME B16.29. SOLDERED JOINTS SHALL BE MADE IN ACCORDANCE WITH THE METHODS OF ASTM B828. THE JOINING OF WATER SUPPLY SHALL BE 95/5 LEAD FREE SOLDER AND THE SOLDER SHALL CONFORM TO ASTM B 32. 36. PROVIDE VALVES WHERE INDICATED ON PLAN AND NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSI OR GREATER WORKING PRESSURE IN WATER PIPING. BALL VALVES: NIBCO S-585-70 GATE VALVES: NIBCO S-113 CHECK VALVES: NIBCO S-413 37. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1" THICK FIBERGLASS WITH 'ASJ' VAPOR BARRIER JACKET AND 25/50 FIRE/SMOKE RATING. 38. PROVIDE AN ELECTRIC WATER HEATER AS INDICATED ON DRAWINGS. PROVIDE ASME TEMPERATURE k PRESSURE RELIEF VALVE, EXPANSION TANK, PLASTIC SAFETY DRAIN PAN, AND DIELECTRIC UNIONS AT ALL CONNECTIONS. SUPPORT EXPANSION TANK INDEPENDENTLY OF PIPING SYSTEM. 39. VERTICAL PIPE RISERS SERVING STORAGE WATER HEATER TANKS NOT HAVING INTEGRAL HEAT TRAPS AND SERVING A NONRECIRCULATING SYSTEM SHALL HAVE HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING AS CLOSE AS PRACTICAL TO THE STORAGE TANK. 40. VERIFY SIZES, LOCATION, INVERTS AND ELEVATIONS PRIOR TO INSTALLING ANY PIPING. 41. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND FURNISH EQUIPMENT VARIED FOR THE VOLTAGE SHOWN HEREIN. PROVIDE STATEMENT INDICATING THIS HAS OCCURRED WITH THE SHOP DRAWING SUBMITTALS. 42. SLOPE ALL SANITARY PIPING 3" TO 6" AT A MINIMUM SLOPE OF 1/8" PER FOOT. ALL SANITARY PIPING 2-)¢" AND SMALLER SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT. 43. ALL EXPOSED PIPING UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED WITH PROTECTIVE UNDER -SINK PIPE COVERS AND PLUMBING ENCLOSURES AS MANUFACTURED BY TRUEBRO. 44. ALL SANITARY, VENT AND WATER PIPING SHALL BE TESTED BEFORE BEING CONCEALED IN ANY WAY. ALL JOINTS SHALL BE MADE DRIP TIGHT BEFORE BEING CONCEALED. DOMESTIC WATER PIPING SHALL BE TESTED AT 1-1/2 TIMES OPERATING PRESSURE OR TOO PSI, WHICHEVER IS GREATER. 45. DISINFECT POTABLE WATER SYSTEM PER THE FLORIDA BUILDING CODE. PROVIDE DOCUMENTATION IN THE CLOSE OUT DOCUMENTS. PLLAAMM LEGBRD & 3YIM60L s SANITARY SOIL k WASTE SAN --------------- SANITARY VENT V DOMESTIC COL) WATER CW DOMESTIC HOT WATER HIN ------- CONDENSATE DRAIN CD PIPE DROP PIPE RISE 0 PIPE CONNECTION (TOP) PIPE CONNECTION (BOTTOM) SHUT-OFF VALVE (VERTICAL RISER) I G SHUT-OFF VALVE (IN CAST IRON BOX) HOSE BIBB / WALL HYDRANT -�-C WALL CLEANOUT F-D-- FLOOR CLEANOUT FLOOR DRAIN sc FLOW DIRECTION up SHUTOFF VALVE p[� GATE VALVE CHECK VALVE (SWING) j�- UNION STRAINER WATER HAMMER ARRESTOR A A OR TEMP/PRESS RELIEF VALVE (ASME) ABBREVIATIONS SYMBOL DESCRIPTION BFP BACKFLOW PREVENTOR co CONDENSATE DRAIN CO CLEANOUT CW DOMESTIC COLD WATER DFU DRAINAGE FIXTURE UNIT F DEGREE FAHRENHEIT FD FLOOR DRAIN FIFE FINISHED FLOOR ELEVATION GPM GALLONS PER MINUTE HS HOSE BIBB HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RETURN IE INVERT ELEVATION KW KILOWATT NTS NOT TO SCALE PSI POUNDS PER SQUARE INCH SAN SANITARY SFU SUPPLY FIXTURE UNIT VTR VENT THRU ROOF WH WALL HYDRANT CODE CRITERIA NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE FIRE MARSHALL'S RULE. THIS UST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. -FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS •FLORIDA ENERGY EFFICIENCY CODE - 2010 •FLORIDA FIRE PREVENTION CODE 2010 -FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS NATIONAL FIRE PROTECTION ASSOCIATION (NFPAIG •NFPA-70 (2008) NATIONAL ELECTRICAL CODE DRAWING INDEX POA PLUMBING LEGENDS, NOTES, SYMBOLS, AND DETAILS PO.2 PLUMBING SCHEDULES P5.1 PLUMBING FLOOR PLAN - SANITARY P5.2 PLUMBING FLOOR PLAN - WATER P6.1 PLUMBING ISOMETRIC DIAGRAMS ra, CONSULTING ENGINEERING ASSOCIATES, INC. IRFR SUNK 14 ' AKA RfrmA i1424 NNIK,t (K� MIIII, O RRRDla1 IAROdCf NRUIROC noon COPYRIGHT 2014 CONSULTING EN KEEPING ASSOCIATES, INC. M� f.i. MQM W J co U D U a a�� Z N CC O >.0 X {Tr. 1 Nw Comm. No: 12010.00 Date: 01/16/14 Drawn: MAUMUSG Revised: RNiAw YuunwPmo6e. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 PO.1 PLUMBNG FVCTUF E SCHEDULE MINIMUM CONNECTIONS FIXTURE FAUCET FLUSH VALVE SEAT DRAIN TRAP SUPPLY CARRIER INSULATION WASTE VENT CW HW WATER CLOSET CHROME PLATED, EXPOSED FLUSH VALVE, OPEN FRONT LESS COVER, INTEGRAL DURA—COATED CAST WHITE, VITREOUS CHINA, SIPHON JET, QUIET ACTION, FOR 1-1/2" TOP SPUD, 1.6 ELONGATED, HEAVY—DUTY, IRON, ADJUSTABLE WC-1 4" 2" 1-1/4" — ELONGATED BOWL, WALL HUNG, 1.6 GALLON -- GALLON PER FLUSH, VANDAL RESISTANT SOLID PLASTIC, FOUR VERTICAL OR -- FLUSH, 1-1/2" TOP SPUD, BOLT CAPS. COVER SCREW, METAL NON HOLD OPEN MOLDED —IN BUMPERS, HORIZONTAL SIPHON ADA COMPLIANT OSCILLATING HANDLE, SELF SUSTAINING CHECK JET CARRIER SYSTEM, KOHLER "KINGSTON" K-4325 VACUUM BREAKER, RENEWABLE SEAT, HINGES WITH STAINLESS VANDAL —RESISTANT SPUD FLANGE AND CONCEALED SPUD NUT, STEEL POSTS AND TRIM, COVER TUBE AND S/S WALL FLANGE. PINTLES, WHITE. JAY R SMITH SERIES DELTA 81T201 OLSONITE 95SSCT 200 AS REQUIRED WATER CLOSET/ADA CHROME PLATED, EXPOSED FLUSH VALVE, OPEN FRONT LESS COVER, INTEGRAL DURA—COATED CAST WHITE, VITREOUS CHINA, SIPHON JET, QUIET ACTION, FOR 1-1/2" TOP SPUD, 1.6 ELONGATED, HEAVY—DUTY, IRON, ADJUSTABLE WC-2 4" 2" 1-1/4" — ELONGATED BOWL, WALL HUNG, 1.6 GALLON -- GALLON PER FLUSH, VANDAL RESISTANT SOLID PLASTIC, FOUR VERTICAL OR -- FLUSH, 1-1/2" TOP SPUD, BOLT CAPS. COVER SCREW, METAL NON HOLD OPEN MOLDED —IN BUMPERS, HORIZONTAL SIPHON ADA COMPLIANT OSCILLATING HANDLE, SELF SUSTAINING CHECK JET CARRIER SYSTEM, KOHLER "KINGSTON" K-4325 VACUUM BREAKER, RENEWABLE SEAT, HINGES WITH STAINLESS VANDAL —RESISTANT SPUD FLANGE AND CONCEALED SPUD NUT, STEEL POSTS AND TRIM. COVER TUBE AND S/S WALL FLANGE. PINTLES, WHITE. JAY R SMITHES DELTA 81T201 OLSONITE 95SSCT 200 ASR REQUIRED URINAL CHROME PLATED, EXPOSED FLUSH VALVE, INTEGRAL DURA—COATED CAST WHITE, VITREOUS CHINA, WALL HUNG, SIPHON QUIET ACTION, FOR 3/4" TOP SPUD, 0.5 IRON, RECTANGULAR U-1 2" 1-1/2" 3/4" — JET, 0.5 GALLON PER FLUSH, 3/4" TOP -- GALLON PER FLUSH, VANDAL RESISTAN -- -- -- STEEL UPRIGHTS WITH -- SPUD, 14-1/2" EXTENDED RIM. COVER SCREW, METAL NON HOLD OPEN ADJUSTABLE SUPPORT ADA COMPLIANT OSCILLATING HANDLE, PLATES, KOHLER "DEXTER" K-5016—ET VACUUM BREAKER, RENEWABLE SEAT, SPUD FLANGE AND CONCEALED SPUD NUT, JAY R SMITH 0637 COVER TUBE AND S/S WALL FLANGE. DELTA 811`231 LAVATORY CHROME PLATED, CAST BRASS SINGLE 1-1/4% 17 GAUGE, 1-1/4" X 1-1/2% 1/2" NOMINAL X WHITE, VITREOUS CHINA, UNDER MOUNT, CONTROL FAUCET, CERAMIC CHROME PLATED 17 GAUGE, 3/8" O.D. ANGLE L-1 1-1/2" 1-1/2" 1/2" —' WITH OVERFLOW, 17" X 14'. CARTRIDGE, METAL HOLD—DOWN -- -- OPEN GRID P.O. ADJUSTABLE TRAP SUPPLY, LOOSE KEY -- -- PACKAGE, 1.5 GPM VANDAL RESISTANT PLUG AND BRASS NTH CLEANOUT AND STOP, WALL FLANGE, KOHLER 'CAXTON" K-2210 AERATOR OUTLET. 1-1/4' TAILPIECE. WALL FLANGE, CHROME PLATED. CHROME FINISH. DELTA 22C631 MCGUIRE 155A MCGUIRE 2165CCLK MCGUIRE 8902 LAVATORY/ADA CHROME PLATED, CAST BRASS SINGLE 1-1/4% 17 GAUGE, 1-1/4" X 1-1/2'. 1/2' NOMINAL X ADJUSTABLE FLOOR WHITE, SINGLE PIECE WHITE, WALL HUNG, VITREOUS CHINA, CONTROL FAUCET, CERAMIC CHROME PLATED 17 GAUGE, 3/8" O.D. ANGLE SUPPORT WITH CONSTRUCTION, L-2 1-1/2" 1-1/2" 1/2" -- 20-3/4' X 18-1/4-, SINGLE HOLE, WITH CARTRIDGE, METAL HOLD—DOWN -- -- OPEN GRID P.O. ADJUSTABLE TRAP SUPPLY, LOOSE KEY CONCEALED ARMS. RIGID HIGH IMPACT OVERFLOW, DRILLED FOR CONCEALED ARM PACKAGE, 1.5 GPM VANDAL RESISTANT PLUG AND BRASS WITH CLEANOUT AND STOP, WALL FLANGE, STAIN RESISTANT PVC CARRIER. AERATOR OUTLET. 1-1/4" TAILPIECE. WALL FLANGE, CHROME PLATED. JAR R SMITH 700 CHROME FINISH. SERIES TRUEBRO KOHLER "GREENWICH" K-2031 DELTA 22C631 MCGUIRE 155A MCGUIRE 2165CCLK "LAV—SHIELD" MCGUIRE 8902 MODEL y2018—KO—G ELECTRIC WATER COOLER/ADA 1-1/4' X 1-1/2", CHROME PLATED ADJUSTABLE SUPPORT HEAVY GAUGE STAINLESS STEEL, WALL 17 GAUGE, SUPPLY WITH LOOSE SYSTEM, STEEL EWC-1 1-1/2 1-1/2" 1/2" HUNG, BARRIER FREE FOUNTAIN. BI—LEVEL -- -- -- -- ADJUSTABLE TRAP KEY STRAIGHT STOP UPRIGHTS, STAINLESS STEEL BOWLS, INTERNAL WITH CLEANOUT, AND WALL FLANGE. BASE PLATE. REFRIGERATION UNIT, UNIT TO PROVIDE 8 CHROME FINISH. JAY R SMITH 0830 GPH OF 50F WATER WITH 907 AMBIENT MCGUIRE 158LK AND BOT SUPPLY WATER TEMPERATURE, MCGUIRE 8902 POLISHED STAINLESS STEEL FINISH. ELKAY EZSTL8C SINGLE BOWL SINK CHROME PLATED, SINGLE HANDLE, STAINLESS STEEL CHROME PLATED 1/2' NOMINAL X STAINLESS STEEL, TYPE 304. 18 GAUGE, EXPOSED MOUNTING, 8-11/16' LONG STRAINER BODY, CAST BRASS BODY 3/8" O.D. ANGLE S-1 1-1/2 1-1/2 1/2" -- COUNTER MOUNTED, OVERALL 22"x19-1/2"x SPOUT SWINGS 180% DIAMOND COATED -- -- 1-1/2"x4" WITH CLEANOUT SUPPLY, LOOSE KEY -- -- 6-1/2" DEEP, SINGLE HOLE, HOLE DRILLING CERAMIC CARTRIDGE, ADJUSTABLE CHROME PLATED PLUG, 1-1/2' X STOP, WALL FLANGE, CONFIGURATION 1, SELF —RIMMING, FULLY HANDLE LIMIT STOP. BRASS TAILPIECE, 1-1/2". CHROME PLATED. UNDERCOATED, 3-1/2" OFF CENTERED REAR FITS 3-1/2' DRAIN DRAIN. DELTA 101LF—HDF OPENINGS. MCGUIRE 8912 MCGUIRE 2165CCLK ELKAY 'LUSTERTONE" LRAD2219 ELKAY LK99 DOUBLE BOWL SINK CHROME PLATED, SINGLE HANDLE, STAINLESS STEEL CHROME PLATED 1/2" NOMINAL X STAINLESS STEEL, TYPE 304, 18 GAUGE, EXPOSED MOUNTING, 8-11/16' LONG STRAINER BODY, CAST BRASS BODY 3/8" O.D. ANGLE S-2 1-1/2 1-1/2 1/2" — — COUNTER MOUNTED, OVERALL 29"08% SPOUT SWINGS 180', DIAMOND COATED -- -- 1-1/2'x4" WITH CLEANOUT SUPPLY, LOOSE KEY -- -- 6-1/2" DEEP, 8' CENTERS, HOLE DRILLING CERAMIC CARTRIDGE, ADJUSTABLE CHROME PLATED PLUG, 1-1/2" X STOP, WALL FLANGE, CONFIGURATION 4, SELF —RIMMING, FULLY HANDLE LIMIT STOP, SPRAY HOSE WITH BRASS TAILPIECE, 1-1/2". CHROME PLATED. UNDERCOATED, 3-1/2" CENTERED DRAIN. ANTI —SIPHON DEVICE. FITS 3-1/2" DRAIN OPENINGS. MCGUIRE 8912 MCGUIRE 2165CCLK ELKAY "LUSTERTONE" LRAD2918 DELTA 40OLF—HDF ELKAY LK99 MOP BASIN SERVICE FAUCET SHALL BE CHROME PRECAST TERRAZZO, GROUTED AND SEALED PLATED, VACUUM BREAKER, INTEGRAL MB-1 3" 2" 1/2" 1/2" TO RESIST STAINS, 24%24"02" HIGH, 6" CHECK STOPS, ADJUSTABLE WALL -- -- -- -- -- -- -- DROP FRONT WITH STAINLESS STEEL CAP, BRACE, PAIL HOOK, AND 3/4 INCH CAST BRASS DRAIN WITH STAINLESS STEEL HOSE THREAD ON SPOUT. STRAINER, 3" CONNECTION. DELTA 28C2383 STERN—WILLIAMS CRS-2200 STERN—WILLIAMS T-35 (HOSE AND HOSE BRACKET) STERN—WILLIAMS T-40 (MOP HANGER) WATER HEATER SCHMUS MARK EWH-1 MANUFACTURER A.O. SMITH MODEL NUMBER DEL-20 TYPE ELECTRIC VOLTS/PHASE/HERTZ 208/1/60 KW 3 LEAVING WATER TEMP. 120F STORAGE CAPACITY (GAL) 20 GAL PER HR RECOVERY O 607 RISE 20 DIMENSIONS 22-1/4" x 21-3/4"0 THERMAL EXPANSION TANK AMTROL ST-5—C NOTES: 1. UNIT SHALL BE COMPLETE PACKAGE WITH INSULATED TANK, HEATING ELEMENT(S), TEMPERATURE PRESSURE RELIEF VALVE AND ALL REQUIRED VALVES, TRAPS, AND PIPING. 2. WATER HEATER SHALL BE SHELF MOUNTED ABOVE THE MOP BASIN. 3. CONTRACTOR SHALL PROVIDE 1/16" THICK HIGH IMPACT PLASTIC WATER HEATER SAFETY PAN (1-1/2" DEEP MIN.) EQUAL TO OATEY. 4. CONTRACTOR SHALL PROVIDE ELECTRIC TIME SNITCH. SHOCK AFF EUOR SCHEDULE SIZE FIXTURE UNITS MANUFACTURER & MODEL NO, O 1-11 ANCOM SHOK—GARD A JOSAM 75001 ZURN Z-1700-100 O 12-32 ANCOM SHOK—GARD B JOSAM 75002 ZURN Z-1700-200 © 33-60 ANCOM SHOK—CARD C JOSAM 75003 ZURN Z-1700-300 ALL UNITS SHALL BE P.D.I. RATED, AVAILABLE MANUFACTURERS: JR SMITH, JONESPECK OR WADE. HANGER SPACING PIPING MATERIAL MAXIMUM MAXIMUM HORIZONTAL VERTICAL SPACING (FEET) SPACING (FEET) CAST—IRON PIPE 5 ° 15 COPPER OR COPPER —ALLOY TUBING, 6 10 1-1/4' DIAMETER AND SMALLER COPPER OR COPPER —ALLOY TUBING, 10 1-1/2' DIAMETER AND LARGER 10 PVC PIPE 4 lob a. THE MAXIMUM HORIZONTAL SPACING OF CAST—IRON PIPE HANGERS SHALL BE INCREASED TO 10' WHERE 10' LENGTHS OF PIPE ARE INSTALLED. B. MIDSTORY GUIDE FOR SIZES 2" AND SMALLER. PU A43M SPEC &MS SCHEDULE MARK DESCRIPTION MODEL YARD CLEANOUT CO-1 ROUND, COATED, VANDAL RESISTANT, ZURN ZN-1474—IN—VP CAST IRON ACCESS FRAME, HEAVY DUTY SCORIATED SECURED COVER, COATED CAST IRON CLEANOUT FERRULE NTH SPIGOT CONNECTION WITH GAS AND WATERTIGHT ABS COUNTERSINK PLUG. WALL CLEANOUT CO-2 ROUND SECURED STAINLESS STEEL ZURN ZN-1446—VP ACCESS COVER AND FRAME, COATED, CAST IRON CLEANOUT TEE, NO HUB CONNECTION, WATERTIGHT ABS TAPERED THREAD PLUG. HOSE BIBB HB-1 CHROMEPLATED BRASS BODY, LOOSE WOODFORD MODEL 24-P KEY, BRASS VALVE, VACUUM BREAKER AND 3/4' MALE HOSE THREAD. WALL HYDRANT WH-1 ANTI —SIPHON PROTECTED, WOODFORD MODEL 865 AUTOMATIC DRAINING FREEZELESS WALL HYDRANT, HOUSED IN A TAMPER RESISTANT CHROME PLATED BRASS BOX, LOOSE KEY OPERATED. 3/4' CONNECTION. YARD HYDRANT YH-1 AUTOMATIC DRAINING FREEZELESS WOODFORD MODEL Y30 WALL HYDRANT, EPDM RUBBER WITH ADJUSTABLE PACKING NUT, PERMANENT TYPE BRASS VALVE BODYE, TEE KEY, BRASS HEAD CASTING, 3/4" NPT FEMALE INLET, 3/4" BRASS MALE HOSE NOZZLE. CONDENSATE FUNNEL CF-1 7" DIAMETER INDIRECT WASTE ZURN Z325—DB FUNNEL WITH DURA COATED CAST IRON BODY, PLASTIC BALL FLOAT, BRONZE BACKWATER VALVE BUSHING AND REPLACEABLE NEOPRENE SEAT, BOTTOM DOME STRAINER. FLOOR DRAIN FD-1 DURA—COATED CAST IRON BODY ZURN Z4158—P—V—VP—Y WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR NTH SEEPAGE SLOTS AND 'TYPE B" POLISHED NICKEL BRONZE STRAINER, 1/2" TRAP PRIMER CONNECTION, BACKWATER VALVE, VANDAL PROOF SECURED TOP, SEDIMENT BUCKET. FLOOR DRAIN FD-2 9" DIAMETER TOP ADJUSTABLE ZURN Z520—P—V—Y HEAVY DUTY DRAIN, DURA COALED CAST IRON BODY NTH BOTTOM OUTLET, SEEPAGE PAN AND ADJUSTABLE EXTENSION FRAME WITH HEAVY DUTY CAST IRON DEEP FLANGE SLOTTED GRATE, TRAP PRIMER CONNECTION, BACKWATER VALVE, SEDIMENT BUCKET. FLOOR DRAIN FD-3 DURA COATED CAST IRON BODY WITH ZURN Z4151—P BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE I POLISHED NICKEL BRONZE STRAINER WITH RAISED FLANGE, TRAP PRIMER CONNECTION. TRAP PRIMER TP-1 17 GAUGE CAST BRASS ADJUSTABLE JAY R. SMITH 2698 P—TRAP WITH CLEANOUT AND 1/2" C.P. COPPER TRAP PRIMER TUBE WITH ESCUTCHEON. TRAP PRIMER TP-2 CORROSION RESISTANT BRASS. THIS PPP, Inc. 'PRIME RITE" PRIMING VALVE CONTAINS: NO PR-50OLL SPRINGS, DIAPHRAGMS, OR PLASTIC PARTS AND USES 0 60 MESH STAINLESS STEEL SCREEN. PROVIDE SERVICE VALVE. IB-1 ICEMAKER WALL BOX SIOUX CHIEF WHITE, ABS SUPPLY BOX, 18" 696-101OMF BRACKET, WHITE ABS FRAME, BALL VALVE NTH INTERGRAL WATER HAMMER ARRESTOR. BFP-1 BACKFLOW PREVENTOR WAITS SERIES 7 DUAL CHECK BACKFLOW PREVENTER, BRONZE BODY, INCLUDE NOT LESS THAN ONE UNION, BRASS IDENTIFICATION TAG INDICATING DIRECTION OF FLOW, MEETS ANSI/ASSE 1024 AND CSA B64.6. J J O C= Q d= TQ i 8 N^N°LL 312 g12z = z : � o� a,2 a Ej N LLLL ��� o rFA CONSULTING ENGINEERING ASSOCIATES, INC. aee oun �.onr,. L.fA nnea� aaae wnc (nn wa•arm o aam,wa moor rua: �xos COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. �MM 1.� MQM 1.MM� W J U 7 � � V a J C Z a: O IL N Z Comm.No: 12010.00 Date: 01/16/14 Cmmn: MAC/ML/SG SIGNATURE DATE JOHN W. HELLS, III, PE PE 0049347 PO.2 T HE ---_ __„__-.�... _.. „_": .is. .,�@•. i....,ry Imo».: l..I 5 fi Lu J L.L J � O F— U p uJ CC F- Q = � U Q � = Q 97A CONSULTING ENGINEERING ASSOCIATES, INC. esen axx �pn.r uwrA rwm• vem vxae�(m��z ma vAOEn xuiem: iwro COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. 2 ._.. .._ 3" VTR i y J WC-1 t--;-1 U-1 FD-1 3. TP-1 I-i FD-1 ep----------— (n Z O • ...... -2 a --so L-2 — Co 1 \ Y, Q 4" SANITARY 2L JWAY - 4----�- _. 4' --------------C------------------------4------__----------- REFER TO CIVIL SITE PLANT-- --------------- -----�-4�---- 1�li--IICO-2 •"� �. a O0 FOR CONTINUATION IE-65.0, DFU) 1 4 (36 we-2 -�- WC-2 J Z -- J -O co I Z a: 0 U Ii 4. 2•i 12. a: I t Z W LLILu OU 3' VTR II `. I N Z N Comm. No: 12010.00 I` WC-2 I i Date: 01/16/14 J FD-1 c0 2` Drewn: MAGML/SG Revised: .. I� '� •[�.-. c- ... . J. S-2 - L -2 TP-2 FD V4� f s..._ TO TP-2TO 3P - FD-2 > r CO -I L}J 2-WAY I 3' CONDENSATE TO TIE INTO THE SITE STORM SYSTEM. REFER TO CIVIL SITE PLAN FOR CONTINUATION. IE-65.6 PLUMBING FLOOR PLAN - SANITARY \/I / 1/4"=1". N 0 2' 4' 17 SIGNATURE DATE JOHN W. WELLS, PE 0049347 P5.1 �1- w cc 0 �( W 2� oC (� Q r = Q LL o� M a�Q N 4FA CONSULTING ENGINEERING ASSOCIATES. INC. uee awl Inw�r lNfA RPWA JYM 111iI: (T» MFOi]L : D OOOOIYlY -. w02tt II.�IBOC IJ004 COPYRIGHT ®2014 CONSULTING ENgNEERING ASSOCIATES, INC. FFE = 89.6 ABBREVIATIONS a Kxm A VN7 *4 AND SYMB= COHTAPM M A AFF ABOVE FINISHED FLOOR AD ACCESS DOOR AHU AIR HANDLING UNIT A/E ARCHITECT/ENGINEER B BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BLDG BUILDING BS BIRD SCREEN C CLG CEILING COMP COMPRESSOR CONC CONCRETE CONTR CONTRACTOR CFM CUBIC FEET PER MINUTE CEA CONSULTING ENGINEERING ASSOCIATES CU CONDENSING UNIT D DET DETAIL CIA DIAMETER DIM DIMENSION DN DOWN DS DRY BULB DMSD DUCT MOUNTED SMOKE DETECTOR DISCH DISCHARGE E ELEV ELEVATION ENGR ENGINEER EQUIP EQUIPMENT EXH EXHAUST EA EXHAUST AIR EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE F FV FACE VELOCITY FT FEET FIRM FEET PER MINUTE FLEX FLEXIBLE PC FLEXIBLE CONNECTOR G GA GAUGE H HD HEAD HC HEATING COIL HORIZ HORIZONTAL HP HORSEPOWER L LVG LEAVING LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE M MBH 1000 BTU PER HOUR MECH MECHANICAL MEZZ MEZZANINE MOTDPR MOTORIZED DAMPER MT MECHANICAL TRADES N NIC NOT IN CONTRACT NTS NOT TO SCALE O OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE OAT OUTSIDE AIR TEMPERATURE P LBS/HR POUNDS PER HOUR PSI POUNDS PER SQUARE INCH PRESS PRESSURE PD PRESSURE DROP Q QTY QUANTITY R R REFRIGERANT RHG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RM ROOM REOD REQUIRED RA RETURN AIR RPM REVOLUTIONS PER MINUTE S SCH SCHEDULE SHT SHEET SV SOLENOID VALVE SPECS SPECIFICATIONS SP STATIC PRESSURE STRUCT STRUCTURAL SUCT SUCTION SA SUPPLY AIR T TEMP TEMPERATURE T THERMOSTAT TSP TOTAL STATIC PRESSURE TV TURNING VANE TYP TYPICAL U UL UNDERWRITERS LABORATORIES V VAV VARIABLE AIR VOLUME BOX VI VIBRATION ISOLATOR VERT VERTICAL VOL VOLUME VD VOLUME DAMPER W WB WET BULB SYSMBOLS NET INSIDE DIMENSION I� SIZE IN INCHES (PLAAN DIM FIRST) RADIUS TYPE ELBOW SWORE TYPE ELBOW WITH TURNING VANES FLEXIBLE DUCTWDRIK VOLUME DAMPER FIRE DAMPER ® SUPPLY AIR DIFFUSER RETURN AIR GRILLE ® EXHAUST AIR GRILLE DENOTES DIFFUSER IDENTIFICATION 100 DENOTES CFM ��- DENOTES NECK SIZE �i ► Y DOOR UNDERCUT SD DUCT MOUNTED SMOKE DETECTOR PROVIDED BY DIVISION 28, INSTALLED BY DIVISION 23. ® MOTORIZED DAMPER Q THERMOSTAT ® HUMIDISTAT m TEMPERATURE SENSOR ® HUMIDITY SENSOR ® STATIC PRESSURE SENSOR ® AIR FLOW MONITOR DO HVAC CONTROL SYSTEM DIGITAL OUTPUT DI HVAC CONTROL SYSTEM DIGITAL INPUT AO HVAC CONTROL SYSTEM ANALOG OUTPUT AI HVAC CONTROL SYSTEM ANALOG INPUT GENERAL NOTES 1. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURERS SHOP DRAWINGS AND SIMILAR CERTIFIED DATA PLANS SHALL NOT BE SCALED, 2. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DRAWINGS OR DIVISION OF THE SPECIFICATIONS REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL SECTIONS TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS INSTALLED. 3. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT TIME OF PERMIT APPLICATION, AND AS REFERENCED IN THE CODE CRITERIA ON THIS SHEET. 4. SUBMIT FULL SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS (WHETHER OR NOT IT IS EXACTLY AS SPECIFIED) FOR REVIEW. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. FOR ALL EQUIPMENT, WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DRAWINGS, PROVIDE WITHIN THE SUBMITTAL, A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE CONTRACT DOCUMENTS. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL BIND SHOP DRAWINGS/CATALOG-CUTS IN THREE RING BINDERS WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER SUBMIT DRAWINGS AND OUT SHEETS FOR ALL PRODUCTS ALL AT ONE TIME INDEX ALL ITEMS TO THE PROJECT MANUAL OR DRAWINGS AS APPLICABLE SHOP DRAWINGS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL FOR ITEMS REVIEWED AND MARKED 'REJECTED' OR 74EVISE AND RESUBMIT', ONLY ONE ADDITIONAL SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS, SHOULD FURTHER SUBMITTALS BE REQUIRED FOR THE DESIGN PROFESSIONAL TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE HOURLY RATE OF $150DO WILL BE BILLED TO THE CONTRACTOR FOR THE PROFESSIONAL(S) TIME SPENT ON THE REVIEW. 5, DUCTWORK AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF AIR DEVICES AND LOUVERS WITH ARCHITECTURAL, ELECTRICAL PLUMBING, AND FIRE PROTECTION WORK AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. 6. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA' DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST MFPA' 90A REQUIREMENTS. ALL DUCTWORK SHALL BE LEAK TESTED IN ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE COMPLETED BY THE TEST AND BALANCE COMPANY, DUCTS WITH A LEAKAGE RATE MORE THAN 296 WILL BE REJECTED. FABRICATE DUCTWORK TO THE FOLLOWING DUCT PRESSURE CLASS: DUCT PRESSURE CLASS OPERATING PRESSURE 21WG. OVER 1' UP TO 2'WG DUCTWORK SHALL BE SEALED TO: APPLICABLE DUCT PRESSURE CLASS SEAL CLASS 2' WG. AND BELOW C 7. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. & SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL SEAL ALL DUCT JOINTS WITH HARDCAST. ALL SUPPLY AND RETURN AIR DUCTS SHALL BE INSULATED WITH BLANKET TYPE INSULATION WITH VAPOR BARRIER (MINIMUM R - 6A) DUCT INSULATION SHALL BE LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE, SECTION 604. 9. ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE PROVIDE A ONE FOOT LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND BALANCE AGENCY IN IDENTIFYING ALL DAMPERS. IN AREAS WHERE THE FINAL DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE POWER BALANCING DAMPERS AS MANUFACTURED BY UNITED ENERTECH. PROVIDE DAMPER, BATTERY PACK JACKS AND CATS CABLE AS REOUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 10. ALL DUCT ELBOWS SHALL INCLUDE AIR FLOW DIRECTIONAL VANES AS PER SMACNA' DUCT CONSTRUCTION STANDARDS. SPUTTER VANES SHALL BE PROVIDED IN ALL ELBOWS AND DUCT OFFSETS WITH ANGLES BETWEEN 15 DEGREE AND 90 DEGREES AS PER FIG 2-6 OF THE SMACNA MANUAL 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 11, PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT. 12. FOR SEALING OF FIRE DAMPER AND PIPE OR DUCT PENETRATION THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS THE PERIMETER OF DAMPER SLEEVE ANGLES SHALL BE SEALED WITH APPROVED CAULKING, ALL PIPE PENETRATIONS SHALL BE SEALED USING APPROVED UL DETAILS. ALL FIRE DAMPERS SHALL BE DYNAMIC TYPE 13, PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18' OF FIRE RATED WALLS, DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL 14. FLEXIBLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4' THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIFE. THERMAFLEX' TYPE MAKE OR APPROVED EQUAL FLEXIBLE DUCT SHALL BE ATTACHED WITH THER NIAFLEX' WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 6'-0'. 15, SMOKE AND HIGH TEMPERATURE PROTECTION OF MECHANICAL AIR DISTRIBUTION SYSTEMS a. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED UNDER DIVISION 25 (ELECTRICAL) AT LOCATIONS INDICATED ON THE PLANS AND AS HEREIN SPECIFIED. DUCT DETECTORS SHALL COMPLY WITH UL 268A b. MECHANICAL PLANS INDICATE THE APPROXIMATE LOCATION OF DUCT DETECTORS. ASSIST THE SMOKE DETECTOR INSTALLER IN LOCATING AND INSTALLING THE DETECTORS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS WHEN RECOMMENDED CLEARANCES CAN NOT BE MAINTAINED, SIMULATE A SMOKE AIR FLOW TEST OF EACH DEVICE AND PROVIDE A COPY OF THE FIELD TEST TO THE OWNERS REPRESENTATIVE. 0. PROVIDE A MINIMUM 1Z X 12' INSULATED AND DOUBLE GASKETED DUCT ACCESS DOOR ADJACENT TO EACH DUCT MOUNTED SMOKE DAMPER TO FACILITATE INSPECTION OF DUCT DETECTOR TUBES. ACCESS DOOR SHALL NOT REQUIRE TOOLS TO BE OPENED. 16. PROVIDE P-TRAPS AS PER DETAIL AT ALL CONDENSATE DRAIN LINE CONNECTIONS. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE (MIN 10/FOOT) INSULATE CONDENSATE DRAIN LINES WITH 3/4' THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. CONDENSATE DRAIN LINES TO BE COPPER. PAINT INSULATION WITH TWO COATS OF UV RESITANT WHITE ARMAFLEX PAINT, LINES SHALL BE ONE DIAMETER LARGER THAN THE UNIT DRAIN CONNECTION, BUT NOT LESS THAN 3/4 INCH. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION. THE FOLLOWING MINIMUM PIPE SIZES SHALL BE USED: EQUIPMENT CAPACITY MINIMUM PIPE DIAMETER UP TO 20 TONS 3/4' 17. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL AIR MOVING APPARATUS AND DUCTWORK RECOMMENDED WIDTH IS 4. IS, WHERE INDICATED ON DRAWINGS ANDOR EQUIPMENT SCHEDULES EXTERNAL STATIC PRESSURE IS DEFINED AS NOT INCLUDING LOSSES WE TO UNIT MOUNTED FILTER(Sk RETURN AIR PLENUM OR MIXING BOXES. THOSE LOSES SHALL BE PART OF THE EQUIPMENT INTERNAL LOSSES SAME AS THOSE CAUSED BY COILS, CABINET, ETC. 19. PROVIDE PAINTED GALVANIZED EXPANDED METAL GRILLE OVER ALL CONDENSER COILS. 20. ALL EQUIPMENT (FANS, AIR HANDLING UNITS, CONDENSING UNITS, ETC) SHALL BE LABELED WITH PLASTIC SIGNS, LAMINATED, ENGRAVED: 1/8' THICK BLANKS FOR SIGNS SHALL BE A MINIMUM OF 1 3/4' HIGH, WITH T HIGH LETTERS LENGTH OF THE SIGN SHALL BE THE SUM OF THE LETTERSMUMBERS PLUS 3/4' EACH END. SIGNS DESIGNATED FOR INSTALLATION ON THE OUTSIDE, IN OPEN AREAS, OR LOCATED IN A PROTECTED AREA THAT IS SUBJECT TO DIRECT SUNLIGHT, SHALL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. SUBMITTAL DATA INDICATING THE ABOVE WILL BE REQUIRED. 21. ALL WALL MOUNTED TEMPERATURE AND HUMIDITY SENSORS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 4'-0' ABOVE FINISHED FLOOR UNLESS OTHERWISE ISE NOTED ON DRAWINGS LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT IN THE FIELD. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN INSULATED SUB -BASE 22. RETAIN THE SERVICES OF A NESS AND/OR AABC CERTIFIED TEST AND BALANCE AGENCY TO PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS. RECORD ALL DATA ON STANDARD 'AABC OR OTHER APPROVED FORMS, AND SUBMIT TO CEA FOR REVIEW. 23. REFRIGERANT LINES SHALL BE SIZED AS PER THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS. PROVIDE SIZING AND ACCESSORY DATA WITH THE EQUIPMENT PACKAGE SUBMITTAL PIPING IS TO BE FILLED WITH DRY NITROGEN WHILE SOLDERING, TEST, CLEAN, AND DEHYDRATE PIPES AND PROVIDE CHARGE OF REFRIGERANT AS PER EQUIPMENT MANUFACTURERS RECOMMENDATION. PROVIDE ALL NECESSARY VALVES, TRAPS, FILTER/DRYERS, SIGHT GLASS, ETC. AS REQUIRED FOR A COMPLETE AND READY TO OPERATE INSTALLATION. INCLUDE ACCESSIBLE SERVICE FITTINGS. 24. ALL REFRIGERANT PIPING INSTALLED UNDERGROUND OR UNDER FLOORS SHALL BE ENCLOSED IN AN 8 INCH PVC CONDUIT WITH LONG RADIUS ELBOWS SEAL OPEN ENDS OF THE CONDUIT AFTER INSTALLATION OF REFRIGERANT PIPING. 25. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4' THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION, INSULATION EXPOSED TO THE OUTSIDE ENVIRONMENT SHALL BE PAINTED WITH TWO COATS OF UV -RESISTANT WHITE ARMAFLEX PAINT. 26. PROVIDE ADEQUATE SERVICE SPACE AROUND AIR HANDLING UNITS, ELECTRIC DUCT HEATERS AND THE PULL SIDE OF FILTERS. SERVICE AREA SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. 27. ACCESS PANELS THAT MAY BE REQUIRED FOR INSPECTION OF DUCTWORK PIPING, DUCT MOUNTED DEVICES OR PIPE MOUNTED DEVICES SHALL BE PROVIDED. 28. ALL NEW DUCTWORK SHALL NOT BE STORED IN UNCLEAN AREAS. PROTECT ALL DUCTWORK FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION, ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION DUST INSIDE DUCTWORK SYSTEM. IF EITHER OF THESE PROCEDURES IS NOT CONDUCTED, THE ENTIRE ASSOCIATED DUCTWORK SYSTEM AND MECHANICAL EQUIPMENT SHALL BE CLEANED TO THE OWNERS SATISFACTION. CODE CRITERIA NOTE ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3D12 AND THE STATE FIRE MARSHALLS RULE THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. eFLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - FBC 2010 FLORIDA ENERGY CODE SOFTWARE, ENERGYGAUGE SUMMIT VERSION 4DO *FLORIDA FIRE PREVENTION CODE 2010 OFLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT WANIUARY 2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL DEPARTMENT OF COMMUNITY AFFAIRS NATIONAL NATIONAL FIRE��CTION�IATION INFP�INFP� ■NFPA-70 (2008) NATIONAL ELECTRICAL CODE 4NFPA-72 (2007) NATIONAL FIRE ALARM CODE *NFPA-90A (2009)STANDARD FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING SYSTEMS *NFPA-90B (2009) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS AMERI . N SOCIETY OF HEATIN& REFRIGERATION AND AIR CONDITIONING ENGINEERS. INC. (ASHRAE1 *ASHRAE GUIDELINE 4-2008 - PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS *ASHRAE STANDARD BZ1-2010 AND APPROVED ADDENDA - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY *ASHRAE STANDARD 126-2000 - METHOD OF TESTING HVAC AIR DUCTS HVAC DESIGN CRITERIA LOCATION OUTDOOR T SUMMER INDOOR WINTER INDOOR ZEPHYRHILLS, TEMP DB/WB TEMP T DB RH TEMP T IDS FLORIDA SUMMER WINTER 75/50 70 91A(799 429 FLOOR INSULATION R-0 LOAD WALL INSULATION Ra13.76 CRITERIA ROOF INSULATION PmO GLASS TYPE U=0 SC-036 COORDINATION DRAWINGS PRIOR TO INSTALLATION AND FABRICATION OF HVAC AND PLUMBING WORK CONTRACTOR SHALL SUBMIT DETAILED COORDINATION DRAWINGS AT 114' = 1'-0' SCALE DRAWINGS ARE TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS 1, DETAILED SHEET METAL DRAWINGS INDICATING ALL DUCTWORK, VOLUME DAMPERS, ACCESS DOORS, FIRE DAMPERS, GRILLES, REGISTERS AND DIFFUSERS, AIR HANDLING EQUIPMENT, PENETRATIONS THROUGH ROOF, FLOORS, ETC. 2. DETAILED PLUMBING INDICATING ALL PIPING (SANITARY, VENT, DOMESTIC WATER) LOCATIONS OF PLUMBING EQUIPMENT (INCLUDING EQUIPMENT FURNISHED BY OWNERA VENTS THROUGH ROOF, ACCESS DOORS, CLEANOUTS ETC. 3. THESE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK FOR CHECKING FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS THESE DRAWINGS ARE NOT TO BE CONFUSED WITH SHOP DRAWINGS. THEY ARE NOT SHOP DRAWINGS. THEY ARE A TOOL TO AIDE THE CONTRACTORS IN THE INSTALLATION OF THEIR SYSTEMS. 4, AFTER COORDINATION DRAWINGS ARE COMPLETED AND REVIEWED BY A/E, ANY ADDITIONAL WORK REQUIRED IN ANY OF THESE TRADES TO PROVIDE SYSTEMS THAT DO NOT CONFLICT WITH EACH OTHER OR WITH ARCHITECTURAL AND STRUCTURAL WORK SHALL BE PROVIDED BY THE CONTRACTOR AT NO COST TO THE OWNER NOTES 1. THE NOTES SHOWN ON THIS SHEET APPLY TO GENERAL CONDITIONS OF HEATING, VENTILATING AND AIR CONDITIONING WORK REQUIRED FOR THIS PROJECT. 2. SPECIFICATIONS, PROJECT MANUALS AND DRAWINGS, REFER TO THIS SHEET FOR APPLICABLE REFERENCES 3. THE DESIGN DRAWINGS OF ALL CATEGORIES AND TRADES (HEATING, VENTILATING AND AIR CONDITIONING, ARCHITECTURAL, STRUCTURAL, PLUMBING, FIFE PROTECTION, AND ELECTRICAL) AND ALL SPECIFICATIONS AND SHOP DRAWINGS MUST BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. 4. TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION 106.13AA OF THE FLORIDA BUILDING CODE AND 633 FLORIDA STATUTES. DRAWING INDEX M0.1 HVAC LEGENDS, NOTES, AND SYMBOLS M5.1 HVAC FLOOR PLAN M&1 HVAC SCHEDULES M7.1 HVAC DETAILS M&1 HVAC CONTROL DIAGRAMS taai�� Q Oct Z ono E'I', aN.9ooXn�E' c wLL�oo'i»�� ra, CONSULTING ENGINEERING ASSOCIATES, INC. awe auq ,eoawr COP TAIPA riClO� 31a10 raorc Can ua-mae raaea A(�7 ieooa CON UL.7n1 2014 OMEN GGIN EKING ASSOCIATES, INC. Comm. No. 12010.00 Dare 01/16/14 Drawn: MAC/MUSG SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M0.1 HVAC CODED NOTES - PROVIDE 72X24 HURRICANE RATED LOUVER EQUAL TO RUSKIN MODEL ELF6375DXD WITH BIRD SCREEN. PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF LOUVER FOR OUTSIDE AIR DUCT CONNECTIONS. ARCHITECT TO SELECT LOUVER COLOR FROM MANUFACTURER'S STANDARD COLORS. CONTRACTOR TO SUBMIT PHYSICAL SAMPLES WITH SUBMITTALS. Fj PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF AIR HANDLING UNIT FOR RETURN AND OUTSIDE AIR DUCT CONNECTIONS. ❑3 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF AIR HANDLING UNIT. ® SPACE FOR HVAC CONTROLLERS. LOCATION FOR HVAC CONTROL COMPUTER. �5 COORDINATE LOCATION OF SIDEWALL GRILLES IN THIS ROOM WITH ELECTRICAL GEAR. DO NOT LOCATE GRILLES DIRECTLY ABOVE ELECTRICAL GEAR. © BLANK OFF BACK SIDE OF SIDEWALL GRILLE WITH SHEET METAL AND INSULATION. GRILLE PROVIDED FOR AESTHETICS ONLY. ❑7 DIFFUSER RUNOUT DUCT SIZE TO MATCH DIFFUSER NECK SIZE. �8 REFER TO VAV BOX SCHEDULE ON SHEET M6.1 FOR INLET DUCT SIZE. ❑9 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF VAV BOX. 10 PROVIDE 2024 HURRICANE RATED LOUVER EQUAL TO RUSKIN MODEL ELF6375DXD MATH BIRD SCREEN. PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF LOUVER FOR OUTSIDE AIR DUCT CONNECTIONS. ARCHITECT TO SELECT LOUVER COLOR FROM MANUFACTURER'S STANDARD COLORS. CONTRACTOR To SUBMIT PHYSICALS SAMPLE WITH SUBMITTALS. 11 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF INLINE EXHAUST FAN. PROVIDE CEILING ACCESS PANEL. 12 PIPE CONDENSATE TO FLOOR DRAIN CONNECTED TO THE STORM SYSTEM, REFER TO PLUMBING DRAWINGS. 13 ROUTE REFRIGERANT PIPING FROM AIR HANDLING UNITS TO CONDENSING UNITS IN SEPARATE 8"0 PVC SLEEVES. PROVIDE LONG RADIUS ELBOWS AT ALL CHANGES OF DIRECTION. SEAL OPEN ENDS OF PVC SLEEVE WITH EXPANDABLE FOAM INSULATION. TRIM EXCESS FOAM FOR A NEAT APPEARANCE. PAINT ALL REFRIGERANT PIPING INSULATION EXPOSED TO THE EXTERIOR WITH TWO COATS OF WHITE, UV RESISTANT ARMAFLEX PAINT. 14 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF CONDENSING UNIT. : 7L7 >— w J r x g U o w Q o 0 2y Y w T � i 0 0 < $� E � `v �>a 2 z o a ER x E 55 CONSULTING ENGINEERING ASSOCATES, INC. exs aax ­A, TAYPA, ROImA J]]]E Pa ca H]—OP]] m OOWA!] Mq[L? XlIY801: I]W! COPYRIGHT ® 2014 CONSULTING ENGINEERING ASSOCIATES, INC. R_1 R_7 ' S_1 Q S-- v FIE E_7 1120 1115 j 170 175 'f OX10 50 46X22 146X22 > 8¢ 5¢.. S-1 "'10X10 VAV-2-3 T 175 180 14X14 I II I R-1 f 6�T - - _. -- 22X22f4X14 > � X 545 --LH 751 16x18 10X10 --- 10X10 o Q 225 0 00 17¢ _ 46X22 S—, M�M 180 10 W 225 Li ' a 22X22 S-1 14X14 8X8 125 rr 80 _. R-1 8%8 -1 U Z R x 65 60 22X22. _.. J _ m _ �� a _. TYPICAL n+ f __..... 1100 ^ U S-1 o L` 180 Do 21 S—i—i. I E100 50 `I k J 'r/� LL x 22x22r, _ 65 exe szoo ( O asxzz zzxzz .... _.. � W S-1 R_ !_..._t cc 150 _. } U = 13a <� - a z 14X14 80 S 1 - 1 .......... 9 4 TN i t / / r W VA60 N Z N s2R29x02 TYPICAL S_1 V2-1 eo 25 60 No 12010 00 U Date: 01/16/14 e 30%16 m TYPICAL f t �� �# f ' r// "./, r' ' /' % 'r. y f. %' Drawn: g I loxro // P n E-1. _. to :•/�- Revised: 75 .._.. ,___ _ _ 1� _______ 1 OXtO 565 - u: T rala [ ,. ffix ff r' / [ MAC/ML/SG gm o S50 ( 22x22 > X VAV—' 1 BX6 4 / 10X10 3f 0 X R-2 251 N 22}..22�/� 3 ....,..9.n..,.w. / 156 60 - ' i / . r/ -1 / f/ e AHU_1� —1 8X6 �3 AU H S/ S-2 ------ -` - r /� } 430 _ ____ ,—_�.� l';1 _ ___ . _.3gg 00 26X18 oxlo la C 100 Jr— Al q �5 R_2 ioxlo------- ..............e •• r _... 5 470. ' 10X10 �1 ___.. CU—IA cu-1a G 12X12 112X12 50 Y\Lt so l 1 .. -. C71 R 22X50 ° 2 �. SIS�-2Q .GiZ : Y.,,<<+-r 14 14 .t.•::. a HVAC FLOOR PLAN HVAC SITE PLAN SIGNATURE DATE L JOHN W. WELLS, III, PE N N PE 0049347 4 2 M5.1 VARIABLE AIR VOULME BOX WITH ELECTRIC HEAT SCHEDULE MARK VAV-1-1 VAV-1-2 VAV-1- VAV-1-4 VAV-2-1 VAV-2-2 VAV-2-3 VAV-2-4 MAXIMUM AIRFLOW CFM 580 895 1630 1340 1015 520 1125 1225 MINIMUM AIRFLOW CFM 290 450 815 670 510 260 565 610 ADP AT MAX COOLING IN WG 0.01 0.01 0.01 0.01 .01 0.05 0.01 0.01 MAX DIS NC NC 27 -- -- - 24 -- -- MAX RAD NC NC 24 25 22 24 23 21 23 24 INLET DUCT CONNECT10N SIZE IN 8 1 1 7 1 ELECTRIC STRIP HEAT KW STEPS 3 1 4 1 8 1 6 1 5 1 3 1 5 1 5 1 ELECTRICAL V H Z 208 i 60 208 1 60 208 1 80 208 1 60 208 1 60 208 1 80 208 1 60 208 1 60 MANUFACTURER PRI PRIG PRIG PRIG PRI PRI PRIG PRIG MODEL SDV5 SDV5 SDV5 SDVS SDVS SDV5 SDVS SDV5 NOTES 11 ALL I ALL I ALL I ALL I ALL I ALL I ALL I ALL NOTES: 1. ALL VAV BOXES TO BE SELECTED AT A MAXIMUM INLET STATIC PRESSURE OF 1.0 IN WG. 2. ALL VAV BOXES TO BE PRESSURE INDEPENDENT. 3. NOISE CRITERIA (NC) ESTIMATE CALCULATED USING THE FOLLOWING TRANSFER FUNCTIONS: DISCHARGE: ARI 885-98; RADIATED: ARI 685-98 MINERAL FIBER. 4. PROVIDE SINGLE WALL BOX WITH INTERNAL FOIL FACE FIBERGLASS INSULATION. S. CONTROLS CONTRACTOR TO PROVIDE CONTROLLERS TO VAV BOX MANUFACTURER FOR FACTORY MOUNTING. 8. VAV BOX MANUFACTURER TO PROVIDE FACTORY 24 VOLT STEPDOWN TRANSFORMER INSIDE VAV BOX FOR 7. PROVIDE FACTORY DISCONNECT. CONTROLS POWER CONNECTIONS. FAN SCHEDULE MARK --- EF-1 SERVICE EXHAUST AIR AIR QUANTITY CFM EXT. STATIC PRESSURE IN WG 0.5 FAN TYPE INUNE RI T SONES 5.1 MOTOR HP 1 6 FAN SPEED M 831 ELECTRICAL V H Z 126 1 60 MANUFACTURER --- I COOK M --- I 18 N-HP NOTES ALL NOTES: 1. DISCONNECT FURNISHED AND INSTALLED BY DIVISION 26. 2. PROVIDE BACKDRAFT DAMPER. 3. PROVIDE MOTOR BELT GUARDS. AIR DEVICE SCHEDULE DESCRIPTION SQUARE PLAQUE DIFFUSER WITH NECK NTH ADJUSTABLE BLADES 1 2 11ILSE WITH DOUBLE DEFLECTION GRILLE EG CRATFs GRROUND SINGLE DEFLECTION GRILLE 1 X1 FINISH WHITE WHITE WHITE WHITE WHITE GENERAL NOTE: PROVIDE FRAMES AS REQUIRED BY CEILING CONSTRUCTION SHOWN ON ROOM FINISH SCHEDULE. REFER TO ARCHITECTURAL PLANS. PROVIDE SINGLE POINT POWER CONNECTION. PROVIDE VARIABLE FREQUENCY DRIVE WITH FUSED DISCONNECT SWITCH AND BYPASS FOR FAN. PROVIDE 2" SOLID GALVANIZED STEEL DOUBLE WALL CONSTRUCTION. PROVIDE 6 BASE RAIL. PROVIDE STAINLESS STEEL DRAIN PAN, POSITIVELY SLOPED IN TWO DIRECTIONS. PROVIDE BELT DRIVE PLENUM FAN. PROVIDE EXTENDED LUBRICATION FITTINGS FOR FAN BEARINGS. PROVIDE STAINLESS STEEL COIL CASINGS. PROVIDE INTERTWINED COOLING COIL AMCA 300 SOUND DATA IS NOT ACCEPTABLE. HOT GAS BYPASS FROM LEAD COMPRESSOR TO EVAPORATOR INLET. ANT LINES TO BE SIZED PER MANUFACTURER'S SPECIFICATIONS. Building: PHRYHILLS LIBRARY System Tog/Nome: AHU-1 Operating Condition Description: Units (select from pull -down list) Inputs for System ICOOLING MODE lip Name Units w 0 diversit w tam Diversity di It S tem ASHRAE STANDARD 82.1-2010 OUTSIDE AIR CALCULATION Floor area served by system As sf 40 5 Population of area served by system Design primary supply fan airflow rate Ps P Vpsd cfm 25 D 100% 4445 100 25 4,445 CA req'd per unit area for system (Weighted average) CA req'd per person for system area (Weighted average) Ras cfm/sf Rps cfm/p 0.11 5.0 Percent Increase in Vbz over minimum required OX Inputs for Potentially Critical zones Zone Name 111 ADULT COLLECTION 110 COMPUTER 112 ADULT READING 114 TEENS 115 STUDY 116 STUDY 117 ELECTRICAL 118 MECHANICAL 109 CHILDREN S COLLECT. Zone Tog Libraries Libraries Libraries Libraries Office space Office socce Electrical souloment Electrical sculpment Libraries Occuponcy Category 1,028 657 922 201 91 153 98 241 614 or FloArea of zone Az sf 10 16 a 6 2 4 13 Design populatlon of zone Design total supply to zone (primary plus local recirculated) Induction Terminal Unit, Dual Fan Dual Duct or Transfer Fan? Pz P Vdzd cfm 740 1,630 80 5 100 1 AD 1 0 600 Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction T rminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal 0.30 Q.30 0.30 0.30 0.30 0.30 .30 0.30 Frac. of local recirc, air that Is representative of aye am RA Er Inputs for Operating Condition Analyzed Percent of total design airflow rate at conditioned analyzed Air distribution type at conditioned analyzed Zone air distribution effectiveness at conditioned analyzed Primary it fraction of supply air at conditioned al e Ds X Ez ED 100 100% 100 100% 100% 100% 1 0OX 1D0% i 0ox 100% CS rS I CS CS Q5 1 Q5 1 CS CS 1.00 1 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 17.00 1.00 Results System Ventilation Efficiency Outdoor air intake required for system Outdoor air per unit floor area Outdoor air per person served by system (including diversity) Ev Vot cfm Vot/Ascfm/sf Vot/Pscfm/p 0.73 780 0.19 31.2 <--780 CFM PROVIDED Outdoor air as a % of design primary supply air Ypd X 18% BUILDING AIR BALANCE SUMMARY (WHEN CO2 LEVELS DO NOT EXCEED MARK I OUTSIDEAR FLOW CFM EXHAUST AIR FLOW CFM AH -1 AHU-2 1 375 EF-1 1 1 550 BUILDING TOTAL 1340 1 550 290 CFM POSITIVE BUILDING AIR PRESSURE BUILDING AIR BALANCE SUMMARY WHEN MI OARK OUTSIDEAIR FLOW C ERHAUST AIR FLOW CFM AHU-t 780 --- AHU-2 830 --- _1 550 BUILDING TOTAL 1410 1 550 860 CFM POSITIVE BUILDING AIR PRESSURE Building: PHRYHILLS LIBRARY System Tag/Name: AHU-2 Operating Condition Description: ite (select from pull -down list) COOLING MOD IF w o diversit w dlverolt ASHRAE STANDARD 62.1-2010 Inputs for System Name Unite tam Diversity tem OUTSIDE AIR CALCULATION Floor area served by system Population of area served by system As sf Ps P 9 8 41 D 1 0ox 41 Design primary supply fan olrflow rate CA req'd per unit area for system (Weighted average) CA req'd per person for system area (Weighted average) Percent increase in Vbz over minimum required Vpsd cfm Ras cfm/sf Rps cfm/p 8 5 1 1QQN 0.07 0% 3.885 Inputs for Potentially Critical zones 125 BOOK RETURN 123 STAFF TOILET 121 STORAGE 120 DIRECTOR'S OFFICE 119 CIR/TECT SERVICES 124 STAFF LOUNGE 122 STORAGE 100 LOBBY 106 NEW BOOKS 1058 STORAGE 105A GALLEY 106 MEETING ROOM 108 SERVICE DESK- 107 BUSIN SS CENTER Zone Name - - Zone Tag Occupancy Category Floor Area of zone Design population of zone Design total supply to zone (primary plus local recirculated) Induction Terminal Unit, Dual Fan Dual Duct or Transfer Fan? Froc' of local recirc. air that is representative Az sf Pz P Vdzd cfm r 7 6 14 94 9 57 115 9 10 175 Indu tion Terminal Unit inductionr Terminal Unit Induction Terminal Unit Induction Terminal Unit InductionI Terminal Unit Induction Terminal UnILi I i 0.30 0.30 0.30 0.30 0.30 0,30 O.N 0.30 0.30 0.30 0.30 0.30 0.30 Inputs for Operating Condition Analyzed Percent of total design airflow rate at conditioned analyzed Air distribution type at conditioned analyzed Zone air distribution effectiveness at conditioned analyzed Primary fraction f supply air at conditioned analyzed Ds % Ez Ep 100 100% 100X 100% 100% 100% 100X 100% 100% 100% 100X 100% 100% 100% 100% CS CS CS CS C5 CS CS CS CS CS CS CS CS CS 1.00 1.00 1.00 1 1.00 1 1.00 1.00 1 1.00 1 1.00 1.00 1 1.00 1 1.00 1.00 1 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1.00 1 7.00 11.001 1.00 11.001 1.00 Results System Ventilation Efficiency Outdoor air Intake required for system Outdoor air per unit floor area Outdoor air per person served by system (Including diversity) Ev Vot cfm Vot/Ascfm/sf Vot/Pscfm/p 0.78 629 0.16 15.3 630 CFM PROVIDED Outdoor air as a X of design primary supply air Ypd X 16% W eeeeeeeJ � eeeeeeeeeJ � x O a g � U Wm w w a N Q Z UZ Y N � Q ~ T � z ssi qFA CONSULTING ENGINEERING ASSOCIATES, INC. ores sea �sas 1H iNPA nave atom � I�m�Oawaas-mze n rsasar «try lases COPYRIGHT ® 2014 CONSULTING ENGINEERING ASSOCIATES, INC. Comm. N. 12010.00 Dale: 01 /16/14 Drawn: MAClMUSIS Revised: SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M6.1 IN -LINE FAN - CEILING MOUNTED FAN TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DUCTWORK OR CEILING. ATTACH TO BUILDING STRUCTURE. AIRFLOW SIB' THREADED ROD, VERIFY WITH FAN MANUFACTURER FOR FAN WEIGHT. PROVIDE SPRING 190LATOFIS FOR ALL FANS. PROVIDE MDTOR9ELT GUARD. IN -CLINE FAN TRANSITION INLET AND OUTLET DUCT AS REWIRED%OUTLET PROVIDE AOEOUATE TO CONNECT FAN. SERVICE ACCESS AS REQUIRED. REFER TO MANUFACTURERS SPECIFICATIONS MINIMUM OF FOUR FACTORY SRA.CI(ER(8) FOR OD ATTACHMENT. FLEXIBLE R AT INLET AND NNECTION OF FAN AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 12-2o-04 MD-0/47 DUCT ACCESS DOORS BUR HINGE r n V. OR PIANO HINGE LOCK TYPE 1 SASH LOCK VIEW PORT FRAME 1 IF SPECIFIED HINGE POSITION 1 LOCK TYPE 1 FRAME 2 1-W JDUCT 77-m FRAME TYPE 4 NDIE OTHER ARRANGEMENTS THAT SATISFY FUNCTIONAL REQUIREMENTS ARE ACCEPTABLE II 11 0 ',,1_%// DOOR FRAME 1 DUCT EXTERIOR ON INSULATED DUCT SPOT WELD EXTENSION COLLAR TO DOOR FRAME OR FORM INSXATION AS A SINCE UNIT. GASIFY MAX DIM NO, HINGES NO. HANDLES DOOR GAUGE BACK FRAME 12XI2 2 1 28 28 24 I840 2 2 Z4 28 22 2444 3 2 22 28 22 DUCT GASKET DOOR BRASS CAM LOCK TYPE LOCK SHALL BE DETERMINED NED BY CLEARANCE REQUIRED FOR REMOVAL OF DOOR USE HINGED DOORS DOORS CAN BE FULLY R FULLY OPENED NED AND DOOR SWING DOER NOT INTERFERE WITH ADJACENTGGSTFMRUCTIlCT10NS. SINGLE DUCT VAV TERMINAL W/ ELECTRIC HEAT NOTE VAV BOX TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DLCTWOPK OR CEILING. AIRFLOW ATTACH TO BUILDING STRUCTURE 1/4' THREADED ROD. VERIFY WITH VAV MANUFACTURER FOR UNIT WEIGHT, PROVIDE A MINIMUM OF FWfl ANGLES OR FACTORY MOUNTINGBRACKET'(8) FOR PROVIDE DUCT TRANSITION AS HANGING ROD ATTACHENT. REQUIRED. PROVIDE SERVICE ACCESS FOR CONTROL BOX AND ELECTRIC HEAT SECTION AS REQUIRED. REFER TO MANUFACTURERS SPECIFICATIONS. PROVIDE ISOLATOR BUSHINGS AT RDDNAV CONNECTION. FEFFA TO VAV SCHEDULE FOR HIGH PRESSURE SUPPLY DUCT SIZE. DUCT SHOULD NOT MAKE ANY SEVERE TRANSITIONS OR TURNS AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 114604 1 MDH7448 VOLUME DAMPERS FOR DUCTWORK WING NA T lk Y STAND-OFF RDD CONTINAUGXUS FOR INSULATED ON 2' WR CLASS DUCTS AND ER /J.L ASH V DIAMETER OVER 19 72 DIAMETER DUCT ROUND GAMPER ELEVATION Tel— nG62.eLarEeeae2lGG�ru 3W WAORAMT DUCT BEARING OPTION IE'QUADRANT DUCT SUB• PIN W ROD -PIN —SINGLE BLADE DAMPERS 22 GA. BLADE LIB' CLEARANCE ALL AROUND ow —.-- STIFFEN VB' CLEARANCE ALL UP TO AR U D rBBie FIG R AS REQUIRED vz o o O O OUTSIDE INSIDE ETD BEARING END BEARING FIG A DR a REWIRED ON Z Wa RIM ELEVATION CLASS DUCT. OPTIONAL ON OTHERS, RECTANGLAR DUCT HANGERS MINIMUM SIZES MAXIMUM PAR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT. SPACING 8 FT. SPACING 6 FT, SPACING 4 FT. SPACING DUCT PERIME70 STRAP ROD STRAP ROD STRAP ROD STRAP ROD P -M z rn 22 GA. W' rn22GA 1/4' r. 22 oA 1/W rn 22 GA. w P 2 -SS fn 18 GA SW fx20 GA w fn22 GA W' rn22 G4 W' P 2 - 120' r X IS GA W r A n ITS G SUS f n 22 GA. W 1' n 22 GA. lie P 2 - 1W IM n 16 GA V%C r. 16 GA 3A• r n 18 GA. Wr n t8 GA- 3,8' P -182' a VZ is'. 18 GA U2' 1'n 18 GA 31b' 1'n 18 GA 30 P - Imo' UP 2 SPECIAL ANALYSIS REWIRED WHEN STRAPS ARE LAP JOINED SINGLE HANGER USE THESE MINIMUM FASTENNEfi ' MAXIMUM ALLOW. LOAD f n 1B 20.22 GA - TWO fm r n ITS GA. - TWO iX DIA r n 22 GA - 280 LUG. W DIA. 270 USE. 1. 20 GA - 320 LEIS, 318 DIA 680 LBS IS n 18 GA.- TWO 3R• DIA r n 18 GA - 420 L88 1/2 DIA 100 USE PLACE FASTENERS IN SERIES. r n 18 GA. - 700 LBS 6A DIA 20M LBS NOT SIDE BY SIDE 1V n 18 GA. - 1100 LBS 3A DIA WOO LBS. NOTES: I. DIMENSIONS OTHER THAN GAGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 05 LB)SF INSULATION WEIGHT A NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS 3 CONSULT AISI LIGHT GAGE STEEL DESIGN MANUAL AND AISC STEEL CONSTRUCTION MANUAL FOR CRITERIA FOR SIGN OF OTHER RANGERS. 4. STRAPS ARE GALVANIZED STEEL: OTHER MATERIALS ARE UNCOATED STEEL IL AUDWA13LE LOADS LISTED ASSUME THAT DUCTS ARE 18 GA. MAXIMUM. CONDENSING UNIT ON GRADE CONDENSING UNIT PROVIDE CONDENSER FAN WOAD PROVIDE CONDENSER COILIL GUARDS PROVIDE CONTINUOUS 22 GAUGE STAINLESS STEEL STRAPS (iliEE PER SIDE) ALL SCREWS SHALL �I4 MAINLE T THICK NEOPRENE PADO IN WASHER 8TAINLFS6 STEEL SCREWS. EXISTING CONCRETE PAD REMAIN CONSULTING EN31NEEMNG ASSOCIA INC. REV: 09-10-04 W-0444 TURNING VANES AND VANE RUNNERS MIN. 24 GA MIN. 2S (GA VANES VANES 10 W � 3 I- 1- TR 46 48' e 2AW R CHANNEL WITH � HIGH 46- TACKED IN FOR HIGH RUNNER VELOCITY APPLICATION SINGLE VANE WITH e 3N' TRAILING EDGE RIINLNER RAT 22 Ilk TYPE 2 $� 46 e R -2• RUNNER TYPE 1 1 1R• SR - I vz MIN. SINGLE VANE SCHEDULE SIZE SP GA z• i-I/I 2a LARGE 4-Vl I 3-IW 22 BOLT, SCREW, OR SCREW EVERY WELD TO DUCT ds 43 8TH VANE DOUSE VALE FOR DUCTS (7R THAN 1S n !' SINGLE VANE FOR DUCTS UPP TO TO 7S X 1S CONSULTING ENGINEERING ASSOCIATES. INC. REV: 08-0T-0i MD-0607 LOWER HANGER ATTACHMENTS "a"A' ANGLES .IBAmaL iBt>a= r 18 G4 n r WIDE �sTRAP OR ANGLE STRAP HANmm 3BY ROO— MAX � SPACING N' SIZE DIA BOUT"L FOR LOAD SIB' MIN /10 6M SCREWS z k1M ANGLES MIN 2k2kW' ANGLES LOAD RATED �T\ SPAN 2 JOISTS FASTENERS AVOID DISRUPTION HANGER STRAP 01INSULATION ROD BAND OF SAME SIZE ATTACHMENT ffQH AS HANGER STRAP TRAP 8�1 HANGER RODS OR STRAPS ANGLES 74 W' NUT IYPJ ALTERNATE LOCATIO GENEBALND.gS REINFORCEMENT MAY BE USED POR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. BAND DO NOT EXCEED LOAD RATING FOR METHOD USED AHU CONDENSATE DRAIN PIPING ` SLOPED DRAIN PAN PROVIDED WITH UNIT CONDENSATE DRAIN WNNECTION UNIT TO UNITAIR HANDLING DIELECTRIC UNION BRASSYPE L JT PLUG TYPE COPPER TYP TOTAL A HEIGHTMUSTEXCEEDWUAL OR OF EXCEED TOTAL COIL TRAP B STATIC PRESS. W MIN) REFER TO MECHANICAL SCHEDULES DEEP BEAL TRAP POSITIVE STATIC PRESSURE ®L__ THUG A- AT LEAST ONEW INCH PLUS CASING STATIC PRESSURE B- AT LEAST ONE(8 NCH TOTAL HEIGHT OF TRAP- A484{I8 n PIPE DA NEGATIVE 8TATC PURE B]MW-THa11 M ONE HALF (108 9- AT LEAST ONE (8 INCH PLUS CASING STATIC PRESSURE TOTAL HEIGHT OF TRAP- A48HI8 X PIPE DIN FIVE -SIDED RETURN GRLLE PLENUM BOX AIRFLOW TURNING VANES RETURN DUCT TO CONNECT TO TOP OR SIDE OF FIVESIMD PLENUM BOX REFER TO POOR PLANS FOR 812E PAIR INSIDE OF BOX PROVIDE FIVE -BIDED, EXTERNALLY WITH TWO COATS OF INSULATED PLENUM BOX FOR FLAT BLACK PAIR. RETURN DUCT CONNECTION TO MILLS 3 b RETURN CA" REFER TO AIR DEVICE SCHEDME CEILING GRID. AIRFLOW CONSULTING ENGINEERING ASSOCIATES. INC. I REV: 12-08-04 1MO-0628 FIRE DAMPER MOUNTING AT WALL PENETRATIONS (NOTES) J�1ffi O1 PROVIDE PHIWPS /81 UL �666 APPROVED FIRE DAMPER RATED AT 1-IN HOURS (OR TO MATCH RATING OF WALL PENETRATION O FUSIBLE UNG O3 SFOURE THE DAMPER TO THE COLLAR WITH W DIAMETER STEEL BOLTS 8' ON CENTER OI POVIDE 2 X 3 X /ITS GAUGE CONTINUOUS ANGLES AROUND THE OPENING © PROVIDE BREAKAWAY CONNECTION TO FACTORY FIRE DAhPEA SLEEVES © PROVIDE AN EXPANSION GAP ON TOP AND BIDE OF FIRE DAMPER SLEEVES SIZED AT THE RATE OF IN PER LINEAR FOOT OF THE TOP AND 10 PER LINEAR FOOT OF THE SIDE DIMENSIONS OT PROVIDE A BREAKAWAY DUCT CONNECTION PER MANUFACTURERS INSTALLATION INSTRUCTIONS. DO NOT INSTALL SCREWS IN BREAKAWAY JOINT. O PROVIDE A 1V X 1P INSULATED PAN TYPE ACCESS DOOR WITH A FIBERGLASS GASKET. 2 - 2' BRASS RATED STEEL HINGE AND ONE BRASS PLATED STEEL CAM TYPE LOOK NATIONAL CONTROLLED AIR AI ADRF1 IS ALSO ACCEPTABLE VERIFY ACCESS DOOR LOCATION WFEIE 12 X Ir DOOR 18 TOO LARGE FOR DUCT, PROVIDE IZ LONG X PULL DUCT WIDTH SIZED DOOR O STOP INSULATION AT ANGLE r ANGLE OVERLAP OF STRUCTURAL FRAMING USE SB STEEL METAL SCREWS S ON CENTER ® MINIMUM FIRE DAMPER SIZE SHALL BE 10' X V. MECHANICAL CONTRACTOR IS TO PROVIDE DUCTWOW TRANSITION AT ALL FIRE DAMPERS AS REQUIRES ® MAXIMUM AIR PD. THRU FIFE DAMPER SHALL BE Mir WG AR HANDLING UNIT SUPPORT - FLOOR MOUNTED AHU PAN TO EXTEND A MINIMUM OF B' PAST CONDENSATE LINT IN ALL DIRECTIONS PIPING REFER TO AHU CONDENSATE 8, AHU BASE MIL TYPICAL DRAIN PIPING DETAIL FLOAT SWITCH f THICK 8' THICK NEOWENE PAD, CONCRETE PADS TYPICAL. AV DEEP ' •. H ROOK SECONDARY DRAIN PAN CONSULTING ENGINEERING ASSOCIATES INC. I REV: 09-10-04 1 MD-0446 FLEXIBLE DUCTWORK F— SUSPEND ELBOW FROM STRUCTURE CONICAL SPIN -IN FITTINGSUSPENDWITH VOLUME EXTRACTOR ER AND BALANCING DAMP MAXIMUM FLEXIBLE DUCT LENGTH 18 6 FEET. THE TOTAL EXTENDED LENGTH SHALL NOT EXCEED 5% OF THE MINIMUM REQUIRED U LENGTH FOR THAT RUN FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED, WHERE DUCT RUNOUT EXCEEDS 8 FEET, RIGID ROUND DUCT WITH EXTERNAL INSULATION AIR TIGHT SEAL SHALDLL BE OVER FEET. \ / ON DUCT CLAMP IXAW BANDS TIGHT WITHOUT CRUSHING DUCT, TRIM BANDS AFTER TIGHTENING \ / PROVIDE A PUEXIBLE SUPPORT SYSTEM TFI6UURFX, FLEXROW ELBOW. / INSULATED FLEXIBLE DUCT AIR TIGHT SEAL \ DUCT CLAMP / \ I-VZBAR INSULATION WITH VAPOR BARMIER COVERING LOP SIDE OF AND S FROM NECK TO CEILINN G AND SEALED TO DUCT INSULATION. CONSULTING ENGINEERNG ASSOCIATES, INC. I REV: 09-2AA7 1 MD-0627 FIRE DAMPER MOUNTING AT WALL PENETRATIONS WAMPER INL AND E E SIG BY NAPOIR HORIZONTAL BIOS OR VERTICAL PROVIDE DYNAMIC STYLE DAMPER MOUNTACTIAREI 6IS GYPSUM WALLBOARD 2-11Z STUD OR RUNNER (BOTH BY GENL CONTR) RETAINING ANGLEter E 4 SEPARATE ANG NOT ATTACH TO 48C10 TER MI SON g CENTER MIN 2 PER 810E DAMPER COLLAR FIFE DAMPER W THICK FILLER PIECES — 3-Vt WIDE TO BE INSTALLED AROUND THE ENTIRE OPENING 6 SCREWED 4 ON CENTER M THE WEB GP RUNNERS 8 STUDS WITH # 0 SCREWS IALL BY GGENL CONTRACTORS —1 HOUR RATED WALL CAM LOCK oP 01 ,L G $ O nyo =„ym LLo N'Ba I7 aLL oa'uU�� � o qFA CONSULTING ENGINEERING ASSOCIATES, INC. a A aI4oxMr TNlA M1gOA 3NL PIIOIC (41� 4/A-0T!R o waow rRa,80T •Aleec 11ooR COPYRIGHT ® 2014 CONSULTING ENGINEERING ASSOCIATES, INC. Comm No 12010.00 DO.: 01/16/14 Drawn: MAC/ML/SC SIGNATURE DATE JDHN W. WELLS, III, PE PE 0049347 M7.1 VAV CONTROL DIAGRAM TYPICAL FOR ALL VAV BOXES START/ MODULATE STOP CFM DAMPER DO TEMP READ AO STATUS READ Al DI T AI IN SPACE A A SUPPLY SUPPLY AIR AIR TO FROM ROOM AHU SEQUENCE OF OPERATIONS: VAV SHALL BE INTERLOCKED TO START/STOP AND CHANGE OVER TO COOLING OR HEATING MODE WITH ASSOCIATED AIR HANDLING UNIT AS NOTED BELOW: VAV-1-1 THRU VAV-1-4 AHU-1 VAV-2-1 THRU VAV-2-4 AHU-2 COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. ELECTRIC STRIP HEATER FAILURE IN THE COOLING MODE, THE DAMPER ACTUATOR SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF 75 DEGREES F AS SENSED BY THE SPACE THERMOSTAT. IN THE HEATING MODE, THE DAMPER ACTUATOR SHALL MODULATE AND ELECTRIC STRIP HEATER SHALL ENERGIZE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF 70 DEGREES F. THE THERMOSTATS SHALL BE SENSOR TYPE ONLY. ADJUSTMENT OF THE TEMPERATURE SETPOINT SHALL BE DONE AT THE HVAC CONTROL SYSTEM COMPUTER. EF CONTROL DIAGRAM FOR EF-1 START/ STATUS STOP DI DO EXHAUST AIR EXHAUST FROM AIR SPACE EXHAUSTFAN SEQUENCE OF OPERATIONS: EXHAUST FAN SHALL BE INTERLOCKED TO START/STOP WITH ASSOCIATED AIR HANDLING UNIT AS NOTED BELOW: EF-1 AHU-2 EXHAUST FAN TO BE CONTROLLED GLOBALLY BY OCCUPIED/UNOCCUPIED SCHEDULE. COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. EXHAUST FAN FAILURE OCCUPIFD MODE - FAN SHALL RUN CONTINUOUSLY WHEN ASSOCIATED AIR HANDLING UNIT OUTSIDE AIR DAMPER IS OPEN OR MODULATING. FAN SHALL BE DE —ENERGIZED �I PROVIDE HVAC CONTROL SYSTEM COMPUTER AND -- - - - PRINTER. LOCATE IN MECHANICAL ROOM 118. PROVIDE DESK FOR SYSTEM. AHU HVAC CONTROL DIAGRAM TYPICAL FOR AHU-1 AND 2 AND CU-1A, IS, 2A, AND 2B VFD FEEDBACK CARBON AI STATIC MODULATING TEMP DIOXIDE FILTER VFD STATUS TEMP PRESSURE DAMPER READ READ CLEANLINESS START/ DI READ READ READ STOP AO AI �1.2 I AI DO Vr� SP RETURN DX SUPPLY AIR C AIR PATH AHU 3/4 DOWN OUTSIDE SUPPLY AIR DI DUCT PATH REFRIGERANT PIPING FLOAT HUMIDITY n SWITCH STATUS READ STATUS START/ DI H AI AO ql STOP MODULATINGCFM Al DO IN SPACE DAMPER READ TEMP READ CONDENSER FAN M1 CU-A COMPRESSOR x1 DO START/ OUTSIDE AIR STOP DI SENSORS STATUS TEMP TAI AHMIISTAT USREAADSTART/TM STOP CONDENSER O FAN #2 CU-B COMPRESSOR 92 DO START/ STOP DI STATUS SEQUENCE OF OPERATIONS: AIR HANDLING UNIT TO BE CONTROLLED GLOBALLY BY OCCUPIED/UNOCCUPIED SCHEDULE AND COOLING/HEATING MODES. COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. DIRTY FILTER (VERIFY LATH TEST AND BALANCE AGENCY FOR STATIC PRESSURE SETPOINT) 2. SUPPLY FAN FAILURE 3. VFD FAILURE 4. FLOAT SWITCH TRIP 5. COMPRESSOR /1 FAILURE 6. COMPRESSOR 02 FAILURE 7. COMPRESSOR FAN /1 FAILURE S. COMPRESSOR FAN #2 FAILURE OCCUPIED MODE: STARTUP: ALL ASSOCIATED VAV BOXES SHALL ENERGIZE. THE MOTORIZED OUTSIDE AIR DAMPER SHALL BE CLOSED. THE MOTORIZED RETURN AIR DAMPER SHALL BE FULLY OPEN. ALL ASSOCIATED EXHAUST FANS SHALL BE DE —ENERGIZED. THE VFD SHALL THEN SLOWLY RAMP THE SUPPLY FAN UP TO THE DESIGN DUCT STATIC PRESSURE (VERIFY MATH TEST AND BALANCE AGENCY). THE COMPRESSORS AND CONDENSER FANS SHALL THEN BE STAGED TO ENERGIZE IN SERIES TO ACHIEVE A 55 DEGREE F SUPPLY AIR TEMPERATURE AS SENSED BY THE SUPPLY AIR TEMPERATURE SENSOR. AFTER A ONE HOUR DELAY, THE MOTORIZED OUTSIDE AIR DAMPER AND RETURN AIR DAMPER SHALL BEGIN TO MODULATE. ASSOCIATED EXHAUST FANS SHALL THEN BE ENERGIZED. SUPPLY FAN: THE SUPPLY FAN SHALL BE MODULATED BY THE VFD TO MAINTAIN THE DESIGN DUCT STATIC PRESSURE. THE FAN SHALL NOT BE SPED DOWN BELOW THE TOTAL MINIMUM AIR FLOW AS SHOWN ON THE AIR HANDLING UNIT SCHEDULE ON SHEET M6.1 (VERIFY NTH TEST AND BALANCE AGENCY). COMPRESSORS AND CONDENSER FANS: THE COMPRESSORS AND CONDENSER FANS SHALL BE STAGED TO ENERGIZE IN SERIES TO MAINTAIN A 55 DEGREE F SUPPLY AIR TEMPERATURE AS SENSED BY THE SUPPLY AIR TEMPERATURE SENSOR. OUTSIDE AIR FLOW MONITORING STATION AND CO2 CONTROL: THE MOTORIZED OUTSIDE AIR DAMPER AND MOTORIZED RETURN AIR DAMPER SHALL BE CONTINUOUSLY MODULATED TO PROVIDE THE REQUIRED OUTSIDE AIR FLOW AS MEASURED BY THE OUTSIDE AIR FLOW MONITORING STATION. WHEN CO2 LEVELS ARE BELOW 800 PPM, THE REQUIRED OUTSIDE AIR FLOW SHALL BE SET TO THE MINIMUM AIR FLOW SETTING. WHEN CO2 LEVELS ARE ABOVE 800 PPM, THE REQUIRED OUTSIDE AIR FLOW SHALL BE SET TO THE MAXIMUM AIR FLOW SETTING. REFER TO BUILDING AIR BALANCE SUMMARY SCHEDULE ON SHEET M6.1 FOR MINIMUM AND MAXIMUM OUTSIDE AIR FLOW SETTINGS (VERIFY WITH TEST AND BALANCE AGENCY). HUMIDITY CONTROL MODE: DURING THE OCCUPIED MODE, IF THE HUMIDITY RISES ABOVE 65% RH, AS SENSED BY THE SPACE HUMIDISTAT, THE HOT GAS BYPASS SHALL ACTIVATE TO DUMP HOT GAS FROM THE LEAD COMPRESSOR INTO THE EVAPORATOR COIL. REVERT BACK TO NORMAL OCCUPIED MODE SEQUENCE WHEN HUMIDITY FALLS BELOW SOX RH. SHUTDOWN: ALL ASSOCIATED EXHAUST FANS SHALL DE —ENERGIZE. THE RETURN AIR DAMPER SHALL FULLY OPEN. THE MOTORIZED OUTSIDE AIR DAMPER SHALL THEN CLOSE. THE VFD SHALL SLOWLY RAMP THE SUPPLY FAN DOWN AND SHALL DE —ENERGIZE. THE COMPRESSORS AND CONDENSER FANS SHALL THEN DE —ENERGIZE. ALL ASSOCIATED VAV BOXES SHALL THEN DE —ENERGIZE. UNOCCUPIED MODE_ AIR HANDLING UNIT SUPPLY FAN SHALL BE DE —ENERGIZED. THE COMPRESSORS AND CONDENSER FANS SHALL BE DE —ENERGIZED. THE MOTORIZED OUTSIDE AIR DAMPER SHALL BE CLOSED. THE RETURN AIR DAMPER SHALL FULLY OPEN. ALL ASSOCIATED VAV BOXES AND EXHAUST FANS SHALL BE DE —ENERGIZED. HUMIDITY CONTROL MODE: DURING UNOCCUPIED MODE, IF THE HUMIDITY RISES ABOVE 65% RH, AS SENSED BY THE SPACE HUMIDISTAT, THE AIR HANDLING UNIT SHALL REVERT TO THE OCCUPIED MODE, HOWEVER, THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED AND THE EXHAUST FANS SHALL REMAIN DE —ENERGIZED. REVERT BACK TO UNOCCUPIED MODE SEQUENCE WHEN HUMIDITY FALLS BELOW 60% RIF. SAFETY MODE: THE SUPPLY FAN SHALL DE —ENERGIZE AND THE COMPRESSORS AND CONDENSER FANS SHALL DE —ENERGIZE IF THE FLOAT SWATCH IS TRIPPED. THE SUPPLY FAN SHALL SHUTDOWN UPON FIRE ALARM, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. ra, CONSULTING ENGINEERING ASSOCIATES, INC. 6 TWA. 0.N1 NWMY nac (n�1 �woms o mmw� nlo,ecr M. (a��11 txos CON 2014 ��TNG(EtTGINEERING ASSOCIATES, INC. Q UO Ua co J H J Zvi �0 NI.V W7 Z Comm N. 12010.00 Dale: 01/16/14 Drewn: MAC/ML/SG Revised SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M8.1 MAIN ELECTRICAL ROOT" i - 4 ;. NEW ELECTRICAL FEED FROM POWER COMPANY TRANSFORMER SEE RISER FOR SIZING. DIRECTIONAL BORE OR rUT/PATCH PAVEMENT TO RUN CONDUITS. SEE SCHEDULE ON THIS 514EET FOR CONNECTIONS r-1 A CIS 4 B EXISTING DUKE— / XP R. 120/200V 30 CU—.2A NEW 4" FROM ELECT ICALFOR ROOM IN NEW LIBRARY - - WIRING NEW ELECTRICAL FEED FROM EXISTING ' GENERATOR SEE RISER FOR SIZING. TO IT ROOM IN CITY HALL. STUB UP IN EXI8TING LIGHT POLE TO BE RELOCATED DIRECTIONAL BORE OR CUT/PATCH I CORNERR NATE LOCAT�MIN LIBRARY. M EXISTING CITY TO THIS LOCATION BY CITY, PAVEMENT TO RUN CONDUITS. HALL WITH CITY. DIRECTIONAL BORE OR '\ CUVPATCH PAVEMENT TO RUN CONDUITS,. - / ' U 2 NEW SITE POLE FIXTURES TO MATCH EXISTING STERNBERS ACORN FIXTURES. WIRE TO EXTERIOR 41, % LIGHTING CIRCUIT E-16 AND THROUGH LCP-1, _. EXISTING GENERATOR�� I _. j ........... I V - HVAC ELECTRICAL CONNECTION SCHEDULE NO, V I PH MCA DISC. SIZE FUSE SIZE POLES CIRCUIT AHU-1 20813 28.0 # # # E-1719,21 AHU-2 208/3 28.0 # # # A-18,20,22 CU-IA 20813 34.4 60 45 3 E-2325,27 CU-18 208/3 34.4 60 45 3 E-29,31,33 CU-2A 208/3 34.4 60 45 3 A-24,26,28 CU-28 208/3 34.4 60 45 3 A-30,32,34 VAV 1-1 208/1 19.2 30 25 2 E-18,20 VAV 1.2 20811 14A 30 20 2 E-22,24 VAV 1.3 208/1 2.4 30 1 3 2 E-26,28 VAV 1-4 1 208/1 28.9 60 40 2 E-30,32 VAV 1.5 208/1 19.2 30 25 2 E34,36 VAV 1-6 20811 14.4 30 20 2 1 E-38,40 VAV 2.1 208/1 2.4 30 3 2 A38,40 VAV 2-2 20811 19.2 30 25 2 A-42,44 VAV 2-3 20811 9.6 30 15 2 A46,48 VAV 2-4 208/1 14.4 30 20 2 A-50,52 VAV 2.5 20B11 14.41 30 20 2 A-54,56 VAV 2-6 1 208/1 1 19.2 1 30 25 2 AH58,60 EXHAUST FANS SHALL HAVE A MOTOR RATED THERMAL TOGGLE SWITCH ALL DISCONNECTS PROVIDED FOR OUTDOOR USE SHALL BE NEMA 3R TYPE A VFD PROVIDED BY MECHANICAL WIRED BY ELECTRICAL CONTRACTOR M.P. SA �= &ASS0C1ATECIATES, INC. CONSULTING ELECTRICAL ENGINEERS SIT. 11184 mosoycn@spychaleenpin m.com 240 Pine Avenue N.1� 811855 Pn Oldsmar, Florlde 34677 813,855:274� Ian NORM ELECTRICAL SITE PLAN Scott J. Roper P.E FL. PE# 74787 Fla. COA# 3907 cmn Na 12010.00 ate: 01/16/14 Town. SR TO THE BEST OF M KNOwLEDOE, THE PUNS — SPECIAL¶ONS COMPLY Wn, THE MAuuuu e-- COE E. C)2011 HARVARD JOLLY, INC. E1.0 SYMBOL LIST SYMBOL DESCRIPTION MOUNTING LOWIT FIXTUMM. CEILING TYPE SEE FIXTURE ®� LETTER INDICATES TYPE SCHEDULE H PIXTURE, WALL BRACKET SEE FIXTUM cL6WT �D�` LETTER INDICATES TYPE SCHEDULE FLUORESCENT FIXTURE SEE FIXTURE RECE86ED N CEILING 6CHEDULE FLOIRESCENT FIXTURE SEE FIXTURE ® SURFACE MOUNT TO CEILM SCHEDULE FIXTURES ARE WIRED SEE FIXTURE -SHADED TO EMERGENCY GENERATOR SCHEDULE LARGE DECOR SOAP. PENDANT SEE FIXTURE 8LWEDULE LARGE DECOR. BOLL PENDANT SEE FIXTURE WIRED TO EMER GENERATOR SCHEDULE I--o-� FLUORESCENT STRIP FIXTURE SEE FIXTURE SCHEDULE EXIT FIXTURE, SHADING INDICATES SEE FIXTURE ® B 6143LE O[ DOUBLE PACE SCHEDULE Q Oi POLE WITH TOP FIXTURE 6E�XOTURE -0-0 POLE WITH ARM MOUNTED FIXTURE RE SEE NHFIXTUULE BLD EMERGENCY BATTERY UNIT SEE FIxD7 E SCOTCH. SINGLE POLE -LETTER 46' AFF OR AS INDICATES LIGHTS CONTROLLED NOTED { SWITCH, TWO POLE AD- AFT OR AS NOTED SWITCH, THREE WAY �" NO OR ASNOTED DUTCH, FOUR WAY 46" AFF OR AS NOTED { DIMMER BUTCH 48" AFF OR AS NOTED SWITCH WITH FAN RELAY 48" AFF OR AS NOTED SWITCH, KEY OPERATED AFF OR 48° NOTED OTED 46 NOD l TIME DELAY SWITCH 4o APR OR AB NOTED S SWITCH WITH PILOT LIGHT AB" AFF OR AD O NOTED e- SINGLE RECEPTACLE, 125V, IDA IB" AFF OR AS NOTED DUPLEX RECEPTACLE, DSV, 15A 41 �TED OR AS DUPLEX RECEPTACLE,D5V, 15A 44• AFFOR 6• ABOVE COUNTER DUPLEX RECEPTACLE 05V. IDA ID" AFF OR A6 GROUND FAULT NOTED DUPLEX RECEPTACLE. DSV. BA 44" AFF OR AS CROWD FAULT NOTED DUPLEX RECEPTACLE, DDv, 15A B" AHD OR AS (ONE-HALF SWITCHED) OTED EXISTING RECEPTACLE NOTED s DUPLEX RECEPTACLE, DSv, 15A CONDUITAND Q/ FLOOR CM (PEDESTAL DOXJ SERVICE FITTING DUPLEX RECEPTACLE. RSV, 15A WITH FLOOR FLUSH FLOOR BOX DUPLEX RECEPTACLE. DSV, I5APF OR AS ISOLATED GROUND TYPE OTED Q DUPLEX RECEPTACLE, DSV, 15dAFF 944"ArFORAS OR A6ISOLATED GROND TYPE OTEDRECEPTACLE, IN-OMSOV, F OR A620A,2P3W OTEDOIADRAPLEX RECEPTACLE, DSV, 6AF OR A6NOTEDOFGUADRAPLEX RECEPTACLE, DSV, BA• 1 ORVE COUNTERQUADRAPLEX RECEPTACLE. D5V, 6A AND ON FLOORtPEDEOTAL BOX) ICE FITTING OIADRAPLEX RECEPTACLE. DSV, 5A (PLUSH FLOOR BOX) FLUSH WITH FLOOR ® RECEPTACLE, I0-125,/250V, 10" AFF OR AS 31 2P4W (DOTER) NOTED ® RECEPTACLE, 1A-D5/250Y. B" A" OR A6 5DA. 7PAW (RANGE) NOTED ® SPECIAL RECEPTACLE AS NOTED 'a" AFNOTED OR AS _ PANELBOARD 120/205V SEE PANEL OR 170/240V SCHEDULE PANELBOARD 211/480V SEE PANEL SCHEDULE 6@ 40 3 DISCONNECT SWITCH SIZE/ PUBS/ • OF POLES TOP 60' AFF OR AS NOTED DISCONNECT &WITCH WITH TOP 60' AF MOTOR STARTER OR AS NOTED ® MOTOR STARTER AS NOTED 16 MOTOR STARTER SWITCH WITH AS NOTED OVERLOAD RELAY6 AD REQUIRED MOTOR AS NOTED ® ELECTRIC DUCT HEATER AS NOTED DIGItAL SWITCH OR AS 14D• AFF OR AS NOTED NOTED Q WALL -MOUNTED OCCUPANCY .48• AFF OF AB SEFIDOR NOTED ® CEILING MOUNTED OCCUPANCY SUTOACEI M06 T SENSORINSTALL © LIGHTING RELAY CONCEALED IN AN ACCESSIBLE AREA ABOVE CEILING e POWER PACK INSTALL CC CEALED N AN�6 M AG ® PHOTOCELL SURFACE MOUNT TO CEILING ® DIMMER PACK INSTALL CONCEALED IN AN ACCESSIBLE AREA ABOVE CEILNG SYMBOL LIST BTMSOL DESCRIPTION MOUNTING OUTLET BOX WITH FLEXIBLE AS NOTED OR CONDUIT LONNECTION TO EOSP'ENT REQUIRED o OUTLET, JUNCTION OR A8 NOTED OR PULL BOX REQUIRED DRIVEN GROUND, UNLESS NOTED OTHERWISE CONDUIT CONCEALED N CEILING NUMBER OF WIRES SPACE OR WALL PDICATED AD FOLLOWS TWO WIRES • CONDUIT N FLOOR SLAB, CEILING SLAB OR UNDERGROUND THREC WIRE A�HOME URN TO PANEL (HA64 MARLS DICATE NUMBER OF WIREB) INDICATE WIRES CONDUIT RUN EXPOSED ***'0' LOW VOLTAGE WIRING j ISOLATED NEUTRAL AND 6EPARATE GROUNDINGCO DDCTOR3 • GRIND CONDUCTORS(CLEAN CIGIT) OR LEMNOUN IIRCITT FOR GLEAN CIRCUITS CONDUIT RUN UP AB SHOWN CONDUIT RUN DOING AB SNOW O O Q O REFER TO LIKE NUMBERED NOTES 0 lf0 YO RRMNATlO AT DATAPAGE B' A" OR AS NOTED ♦ TELEPHONE OUTLET(VOICE) 64' AFF OR AS NOTED TELEPHONE OUTLET (VOICE) M• AFFOR 6" ABOVE COUNTER ® TELEPHONE OUTLET (VOICE) IN FLOOR BOX COMIC, VOICE/DATA/tV OUTLET WV W- AF OR • COVER PATE (BEE PLANS) AD NOTED FIRE FIGHTER TELEPHONE JACK AFF 54' AS NOTED COMMUNICATION OUTLET RD' AFF OR AS NOTED SOUND SYSTEM CEILING RECE66 PLLB14 N ® MOUNTED SPEAKER CEILING QVO SONG SYSTEM VOLUTE AD' AFF OR CONTROL BEWITCH AS NOTED ® SOUND SYSTEM MICROPHONE ID' AFF OR PAGING OUTLET AS NOTED SOUND SYSTEM WALL T'6' AFF OR MOUNTED SPEAKER AS NOTED TVT5 CABLE Tv TERMINAL BOARD AS NOTED TTB TELEPHONE TERMINAL BOARD A6 NOTED HIP TELEVISION OUTLET B• APF OR AD NOT ® CLOSED CIRCUIT TELEVISION MONITOR AD NO•EO CLOSED CIRCUIT TELEVISION LAMERA AS NOTED m FIR ALARM MANUAL AD' AFF OR AD FRILL STATION NOTED FIRE ALARM SPEAKER#II 6m' AFF OR W--' LIGHT COMBINATION SIGNAL SEE NOTE BELOW M,�L_. MINI FIRE ALARM 6PEAKEIRAR.ASHIIG SO' AFF OR ADS' LIGHT COMBINATION SIGNAL SEE NOTE BELOW ,pM FIRE ALARM FLASHING SAFF OR �O^ LIGHT SIGNAL SEO' E NOTE BELOW ON CEILING OR FIRE ALARM SMOKE DETECTOR AS NOTED FIRE ALARM SMOKE DETECTOR WALL TI (WALL MOUNTED) 6' BELOW CLG. BELOW W�ITLM SOOINNDERSMCKE BAASEDETECTOR a CLG. O FIRE ALARM NEAT DETECTOR NG MAENIWD� AS. FACP O FIR ALARM CONTROL PANEL 60" AFF TO TOP OR AD NOTED PAA FIRE ALARM ANI LNCIATOR 60" AF TO TOP O OR AS NOTED MINI FLOW AND TAMPER SNITCH AS NOTED 0 DUCT DETECTOR REMOTE TEST/ 48• AFF OR AS REBEL SWITCH NOTED DUCT TYPE SMOKE DETECTOR N H1VAC DUCTWORK ® SMOKE DAMPER IN HVAC DUCTWORK RELAY OR CONTACTAIR AD NOTED m FOR EOUIPIMENT SHUTDOWN ■ MAGNETIC DOOR MOLDER 12 AFF OR AS NOTED EXTERIOR F/A AUDIO SIGNAL SO' AFF Oft AS NOTED ELECTRIC WATER GONG AD NOTED Q PUSH BUTTON 48' OR AS NOTED NO ® KEYPAD 48' Al OR A. NOTED MAO-LOCK CONTACT .AS NOTED ALL MOUNTING HEIGHTS SHOWN ARE TO THE CENTERLINE OF THE DEVICE 1NLE66 NOTED OTHERWISE NOTE- THE DEVICE SHALL BE RACED SS HOLDS ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6 NICHES SELOW THE CEILING, WHICHEVER 6 LOWER ABBREVIATIONS APC - AVAILABLE PAULi CURRENT AEG - HORSEPOWER NEAT PUMP AFF ALI - AS" FINISHED FLOOR - AIR HANDLING UNIT WAC JB - HEATING, VENTILATING, AIR COIDITICNIG - JUNCTION BOX BIG C - BELOW FINISHED [BADE - CLRDWT LRA NCB - LOCKED ROTOR AMPERES - MAIN COC,WT BREAKER au DACP HI1E - COOL 1 - DOOR ALARM CONTROL PANEL MLO N - MAN LAID ONLY - NEUT RAL ON EF - DOWN - EXHAUST PAN NL OB - NIGHT LIGHT CUTLET BOX EG ENCL - ECUIP'ENT GROUND ENCLOSURE PS Ff - PILL BOX PJSIBUifON - PAY STATION SIC EWE- - ELECT RC WATER COOLER - ELECTRC WATER NEATER RES FIT 8r RECEPTACLE m SUPPLY PAN WX PCU - EXPLOSION FROM - FAN COIL WIT SPEC &IEC2 - SPECIFOA11" SMOKE WARNING "PINSI.CY CALL SYSTEM PHP PLA - FRACTIONAL HORSE POWER - FULL LOAD A111406 TL TTS T ISTLOCK - TELEPHONE TERMINAL BOARD G WI - GROUND GROUND FAULT NIEIRREPTER TVTB YEW TELEVISION TERMINAL BOND - ART AL RED HOWZ - HIGH INTENSISTT DISCHARGE - HORIZONTAL RIM UP - WATT INNER - IRAINRR6DCF O LW - ISOLATED CON06 D - LIGHT WHITE WW XOMR - WARM WHITE - TRANSFORMER MANUFACTURER 30 E MLO OR .08-. MOE EL A TYPE: NO FEED: SO OM VOLTAGE 12020BV 3 PH 4MMRE MOUNTING. SURFACE CU OR AL WIRE. CU MAINAMPS 5wW LOCATION: ELECTRICAL ROOM AIC RATING: 22A. AMPS FEEDER. 500 AMP SPACES. n BREAKER OPTIONS. N LO PRONOE LOCPKS.E LOCK -OFF BREAKER SEE RISEN DIAGRAM FOR WIRE& CONDUIT SIZES REQUIRED CKT i CKi NO LOAD 'OFT CODE VIVA WORE BRKR PHASE BRIO AMPLE VIVA COOS OPT' LOAD NO. RECEPTS STUDY ROOMS 11M116 R t.m 13 m A m 12 1,0 0 N STAFF LOUNGE MICRO 2 3 POOR BOXES 112 R 1.08 12 m B 20 13 1.00 E .COPIER 119 4 5 7 RECEPTS IIQ113 RECEPTIEFLOOR BOXES 111 R R t16 IAS 12 12 m m C A m m 12 12 090 1.02 R E 'RECEPTS IMIX LO HANG DRYER 102 B B 9 COMPUTER FLOOR ROXES 110 R 0.72 12 m B m 12 1.00 E LO HAND DRYER 103 10 11 COMPUTER FLOOR BOXES 11p R O.n 12 m C m 12 1.00 E LO HAND DRYER 103 12 13 15 COMPUTER FLOIXN BO%E3110 COMPUTER FLOOR BOXES 110 R R O.n O.n 12 12 m m A B m m 12 12 1.00 1.00 E E LO NAND DRYER 104 LO HAND DRYER 104 14 1B 17 COMPUTERFLOORBOXES RID R 0.35 12 m C 3P BID B B 3.30 3.30 3AS H H H AHU-2 1B m 22 19 21 RECEPTSFLOOR BOXES LOB RECEPTS COMPUTERS 1Cp R R 116 O.n 12 12 1 m m A B 23 RECEIPTS GALLEY COUNTER 105A R OAS 12 m C 3F 45 8 8 B e'13 413 4,13 H N ;CU-2A 24 a 25 m 27 RECEPT3ICS'1050 RECEPTSFLOOR BOXES 105 R R 0,90 0.n 12 12 m m A B n RECEPTS 100 R IM 12 m C IF 45 E a 6 a.13 1.13 4.13 H H „ .QU-2B 30 32 N 31 33 WATER HEATER E E t 50 150 12 12 2P m A a 35 MICROFICRE READERFAX E DAD 12 m C m 1 12 0.30 'AHLL2 WRUM 3S 37 AS COFIER RECEPTS MinR E t.w t.R 12 12 m m A e 2P 30 10 1D DAD 250 1 I VAV 211 38 AO 41 RECEPB IIW23 R DAD 12 m C 21 m 12 12 1.50 110 1 1 VAV 2.2 A2 u 43 RECEPTS 124 R 0.90 12 m A AS RECEPTS 134 COUNTER HAND DRYER tm LO R E GAS 120 12 12 m m B C 21 30 10 10 2.50 2.50 1 1 'VAV 2.3 48 a47 A0 51 LIGHTING LIGHTING L L 1.Q 1.42 12 12 m m A 8 2P 30 10 t0 2.50 2.50 1 �vAv 24 `A 52 53 M UOI LIGHTING-CENTERBOWM.S L L 0.71 145 12 t2 m m C A m m 12 12 110 o"S K R GALLEY MICROWAVE ,RECENT MECHYARG MANT. S4 58 57 COMPUTER FLOOR BOXES 110 R O.n 12 m a !SPACE 59 N 61 COMPUTER FLOOR BOXES 110 IN SCE R O.n 12 m C A 'SPACE .SPACE R S2 D R SPACE SPACE B G 'SPACE 'SPACE 64 R Bt S 1682 30 W A B •SPACE 'SPACE 6B m 69 it SUSFEED PANEL'S' S 9 tB.82 16E2 Sq N DID) C 'SPACE n VIVA PER PNASh BUS A: 49.N DEMAND SUSS 1198 "A FACTOR DEMAND WA SUS C: 43A7 (L)UGHINA 4.SO % 115 = 8.13 TOTAL OVA: 14133 (R) RECEPTACLES: low % 1.W = 10,AD IR) RECEPTACLES: SB2 . IED = 4A1 PANEL LATION (HIHVAC'. 3S.M X 100 = 35.1E DEMAND OVA. 11B.R (E)EWPMENT 11.N % 100 = 1t B0 TRIES ISW uNE (K) KITCHEN EQUIPMENT 2.AD X DBE = t.43 OMDED BY 1132 IS)SVBFEED'. 50.45 % IAD - 5045 GRADED BY 2R1 +s IARGE37MOTOR'. 0.GO X 025 =Qarwv TOTAL OEMAND OVA: "AM PANEL DEMAND AMPII, AI DA-EuSTMOdF1ED TYPE. NO FEED: BC70M PANEL E VOLTAGE 120.201311,3 PH, 4 WMRE MOUNTING. SURFACE CUORALWIRE: LOCATION. ELECTRCALROOM AICRATNG: CU n-oDo AMPS MAINAMPS 200AMP FEEDER. 200AMP SPACES. 42 LO PROVIDE LOCAKBLE LOG -OFF BREAKER SEE RISER DIAGRAM FOR WIRE CONDUT SIZES REWIRED DIET CNT NO. LOAD 'OFT COOE KNA RRE BRKR PHASE BRKR MIRE WA CODE OPT' LOAD NO. 1 CATA90ARDIRACK117 E 1.W 12 m A m 12 C.72 R RECEPTS SERWDE DESK I6 3 RECEPT M CM ROOM 118 R 0.18 12 m B m 12 0.72 R RECEPTS SERVICEDESK 1R 5 7 STAFF LOUNGE FRIDGE 134 ICE MACHINE G Y I M K K LAD (14 12 12 m m C A m m 12 12 012 139 R L ' RECEPTS SERVICE DESK I08 LOMINO 9 REFRIGERATOR106A K COW 12 m B m 12 1.83 L �LKWTING 11 13 RECEPTS 110M FACP R E O.n EAD 12 12 m m C A m m 12 12 1.35 0A7 L L 'LIGHTING - CENTER BOWLS LGHTNG-LOBBY 11 JU " AHU-I UI BULBS E am 12 m B m 12 'AD L .LIGHTING-EMERIOR 17 H H 3M AAA 3 B 3P C A 2P m 12 12 150 HAD I 'VAV 1-t 19 21 AHU-1 50 H 3.3E a B 2P 252W 10 2.00 1 'VAV 1.2 mH 4.13 B 3P C 25 27 CU-1A H 1.13 4.13 B B 45 A B 2P BO 0 B 400 1AD VAV t3 20 m H 4.13 B 3P C A 2P 40 0 B 3.00 ADDVAV 14 3D 32 A;CU18 31 H 413 4.13 B 0 afi B m 12 1.00 E AUTOMATIC DOOR OPENERS 34 35 3/ UGHTING-CENTERSOWL LK)HTNGCONTRIM-EL L L U.R 010 13 12 m m C A m m i2 DAD E 'PEOPLE COUNTER sPARE 36 39 R RECEPT MECH ROOM 118 R 0.18 12 m B m SPARE Q 41 SINCE I C 'SPACE Q KVA PER PMABh A: 2313 DEMAND W B: 2313 KVA FACTOR DEMAND KVA W5 BVt C: zLa MLR LIGHONG: X NAT TOTAL OVA: N.17 IRE) RECEPTACLES: III) IDO '24 324 X 050 324 324 0.m % PANEL GLLYRATIDNe NWAGPTAGLE3: IH)EQUIP 100 NI �A■ % TAD - 3•BB OBIINIO OVA: RAB LEI EQUPMENT X 100 = 2.9G TIAMEDST NOB �AN6: IN) KTCHEN EOUFMENT 0DADAS OBS X PIS 0.55 DMOED BY 1.73P (SSUSFEE0.. OGo X 1DO • 0.00 ONIDE06T201 V3 LARGEST MOTOR 0.00 X 04 - uk TOTAL DEMAND XMI, 9.45 n8V PANELDEMANDAMPe: 110.03 MT--.ED 1nem14 LIGHTING CONTROL PANEL LCP SCHEDULE ZONE FEUD CONTROLDIVICI CONTROL eEWENCE NOTES 1 E-10 DIGITAL SWITCH ONO SWITCHINRM.100 LIOHNNG CONTROL PANEL NOTES 1 ALLLIGHTINGINRCOMSNOTCONTROLlE08Y 0CCUPANCYSENSORSSHALLBEON TIMECLOCKCONTROLTOSHUTLQ3 SOFFANTERHOURS. 2. P MIDEAMA ERBETWEENNORM MDEMERGCIRCUTSPFANECREQUIREMEWS 3. ALL RELAYS CONTROLING EMERGENCY CIRCUITS SMALL BE CLOSED UPON LOSS OF NORMALPOWER SERVICE LOAD CALCULATON ' PANEL LIGHTS RACER. HVAC EOUP. KITCHEN TOTALS A I 111 35.16 ttm 220 nR KVA E 112 S. 3196 290 0.85 M.BI KVA TOTALS 1202 2203 7002 11,70 3.m 121.M WA X 125% %50% X 100% X 100% XES% Ism 11DI 7002 14,70 15B 112M KVA RECEPTACLEADJUSTMENT -BAD KVA LARGEST MOTOR 1000 X DEMAND LOAD OF 25% PER NEC 2.50 KVA Im.2% KVA % DIVIDED BY In 113 DIVIDEDBY 208 MA1 AMPS GENERATOR LOAD CALCULATION PANAL UGHT3 RECEPf HNAC EQUIP. KITCHEN MUG TOTALS E 7.12 314 mIS 290 0.A5 O.DID .91 OA EXISTING PEAK DEMAND ON GENERATOR (FEB M131 SAM B8.15 WA TOTALS 7.12 3.24 U.55 290 0.85 SAM '00.97 ON Xtm% %SO% X10p1L X100% XES% X125% 8.90 162 34.IS 230 0.55 N.75 117m VIVA RECEPTACLEADJUSTMENT .600 "A WRGESTMOTOR 1000 XGEMANDLGADOF26%PERNEC 2. KVA VIVA X low DIVIDED BY 1,73 DIVDEG BY 200 14TII0 ARAM EXISTING KOHLER 135 KW DIESEL GENERATOR 208V 30 PQ PROTECTION MODEL) PQM200 SERIES EXISTING GROUND ASCO MODEL' INSTALL NEW BREAKER AT GENERATOR 3005320OCC 200A AT5 PANEL "A" 22K AIC METER PQ PROTECTION MODEL ` POM200 SERIES OPANEL "E" 22K AIC SPD 22K AIG 5PD 32bK AFC w2MK 42K AIC 400 AMP UTILITY 150KVA TRANSFORMER 120/206 30 14.3K AFC ClHCOSE - - • - - I GROUND ELECTRICAL RISER DIAGRAM NOT TO SCALE SPYCHALA mM.P. & ASSOCIATES, INC. CONSULTING EIECTRIUI ENGINEERS SI-re 1984 mDSDycn9EEyOlalaanGineeS CO-n 240 Plne Avenue Noe' 813855272 D1 Ows'ne-. FlDri0a 348T7 813.855.274' lax FEEDER SIZES CUIOOSE HOOP SERVICE ENTRANCE FEEDER- GAS 3A' CONGU1WRH(3)ROD KCM THWN DJ AND(1) 3E00 KCM TRYN CU NEUTRAL O40M FEEDER--135'-IT WITH III RID NON THWN CV,(1). KCM THWN CU NEIITAALAND(1) 0 THINN W EOUIPA$NT GROUND. CU2� 20M FEEDER -ONE 2' CONDUITWTN(3)AGOTHWH W,(11 IMP THNN CU NEUTRPLAND(1) R 11KWN CU D-WPANENT GROUND FRVYWE I EINTHWN COPPER GROUNDING ELECTRODE CONDUCTOR" SONOTHE SYS7EMNEUTRALATTHEMAINSMATCF80ARD THE GROUNDINGELECTRODECONDUCRM SMAJl BE 5oNDEDMEAD OF THE MAIN METEAAMX SHALL BE CONNECTED TOTVD- (RiOUND MOWZ-O'COPPERCLAD GROUND RODS, ABOVE GROUND GAS PIPING, BUILDING STEEL, AND IAUALCCLD & HOT WATER PPD. TH AE ELECTRICAL CONIAACmR SHALL TEST THE RESISTANCE OF THE GROUNDING SYSTEM WITH AMEGGARAND SHALL INSTALLADDRIONAL GROUND ROD-BAS REQUIRED TOOBTANA RESISTANCE OF 15OWSTO GROUND OR LEM. r IOU "SM CO"BV Fit q • UW a W Q 7 T n i v7 aC H U Q � m 0 2 W Z W Y LN1I S Q $� SYMBOLS, SCHEDULES A RISER NO SCALE :Omm. NG: 12010.00 IRte: 01 / 16/ 14 Fawn: SR TO THE BEST OF MY KNOWLEDGE, - FINS wrtn EUIN � a.IN.. 02011 HARRVeAfRD JOLLY, INC. GG.O OCCUPANCY SENSOR SYSTEM WIRING DETAIL 'A' — IT WIRES SHALLINSTALLED NOT TO EXCEED 45- W OPPOSING DIRECTIONS Hilt 4 TIE WIRES TO 1.01W, STRUS%RE, CEILING I X 4 LAm-IN FIXTURE J L T.. WPPORTE. INDEPENDOMY OF IqXTLM FROM STNIUCTURE RECESSED LAY -IN FIXTURE DETAIL L T—LE 0 0 O WIDE TOWLE SLIT - OCCUPANCY SENSOR SYSTEM WIRING DETAIL 'B' MODEM NE rW­l!RK :LX;Kr PROGRAMMER LOW VOLTAGE BACK PLATE HINGED FOR ACCESS TO LINE V: T .O-AGE SEC -ON (BFHINDI RELAY CONNTROI. BUTTONS ZONECONTRO]. 9I)TTONS RJA" BUS CONNECTOR OPTIONAL CONTACT CLOSURE INPUTS H Tu Not Ba LINEVOL TAGE K.0 ...... . . .. . . ... . ..... . ................. . ................ PHONE INPUT FOR %iooEM LOW VOLTAGE SUS K.0 FRON 1 VIEW INCLUDING LOW VOLTAGE SECTION FRONT VIEW SHOWING LINE VOLTAGE SECTION (LOW VOLTAGE SECT ON CUT AWAY) I. I NE VOLTAGE--. FEEDS FROM TOP AND BOTTOM ONLY ENC: OSLIRE SIZE (a OR 16 RELAYS) 12"W X 8' H X 6*1) SURFACE MOUNT X (i" 20'W X 25,5-H D - FUISH MOUNT GR1432-DTC-MODEM BLUE BOX PANEL DETAIL CAT 6 PATCH CA -PLC *;TN PJA5 CONNECTORS 8Y CON 1 !`?Af. HIR 4.000 F- MAX IN ....... .................. \ ............... ,%DD N DOP LINE ......... . . I AND LAST DEV PEON Bus Tf 141C, CHE SEA0C3;TALSlAlTl -H OTOCELi CARE) ............. i REFERTO PaN9 'OR Pli()lQ(,LL LOCATION. SIZE AND OTY CARD 0�070'_EU _A�c MODEM. :IN,XX)R PIOTCICEI L)CR CR 4,12 %IAST�R RRAY PANEL E L. TO NOTE MOOE&I PHONE ',,R IN RfXA4 014 P,_ jOUTDOOR PHOTOCELL) WITH ITC CLOCK K. CK AND MODEM NUMBER ON TELEPHONE JACK. REF ER Ti: PLANSIPOR UPY AND I-Of"ArED IN III (11n I. OCAWNN VPALI. lHOTOCE111S 4 # 24 AWS TOANALOG Tc CPHONE AcK To S.F I Fo WITHIN 12'OT PANEL PATIAL SINGLE LINE DIAGRAM NOTES 1, THE CONTRACTOR SHALL PROVIDE ALL REQUIRED -LATER ALS AND -ERPHERAL FOR A COMPLETE AND FULLY OPERA'IONA_ LIGHTING CONTROLS SYSTEM. 2. THE ITEMS ON EACH BUS MAY BE PLACED IN ANY ORDER THIS 16 NOT A POINT By POINT WIRING DIAGRAM AND SHOULD NOT BE TAKEN AS SUCH, 3. LIGHTING CONTROL AND DESIGN WILL NOT BE HELD LIABLE FOR ANY FAULTY WIRING, THE USE OF ANY OTHER CABLES OR CONNECTORS WILL VOID THE WARRANTY. A. THE CONTRACTOR SHALL FIELD VERIFI AND CONFIRM EXACT MOUNTING LOCATION OF THE PHOTO -CELL CARD PRIOR To ROUGH - IN. PARTIAL SINGLE LINE LIGHTING CONTROL DIAGRAM N75. M.P. SPYCHALA & ASSOCIATES, INC. 10141LITING, ll.�I?IrAl. ENGINEERS mosoyci@SpycheIee,g,,eerS Cum 240 PIrle Avenue Not' 013055.272 El MOST, RoMa 34677 6 13 855. 274 fu & Fla PEAo83-E. Xitt J r47 FW COAO 39e7 RELAY PANE, MOUNTING HOLES RFU ROX By 00V---RnCT OR SELECTABLE POWER SUPPLY (I .. . .. . ........ .. BACK PLATE (MOUNTS ON BACK OF ENCLOSURE LINE VOLTAGE SECTION ij L.INEI;LOW VOLTAGE BARRIER RELAY TO PHOTOCEI, L CAI'4C ,Y PANEL MOUNT: N C' , HODES LQD OUTDOOR PHOTOCELL .00ATGR UfWT ON L NE 'C' UNIES OF x­1 ENGRAVING C"Ai;[ACTERS; LINE j .................... 2 RJ15 3us PILOT LIGHT m CONN-CITORS PUSH SU; TONti ................ I—P ... ........ . CHELSEA SWITCH DETAL NOTES I. &WITCHI BUTTONS AREFACTORY ENGRAVED. 2. PUSH BUTTONS MAY CONTROL RELAY(S) IN ANY COMBINATION. 3, LED PILOT LIGHT INDICATES 57AT'J5. 4, SWITCH LINKED TO THE GR:416 DIGITAL BUS, VIA CAT. 5 PATCH WITH RJ45 CONNECTORS. 5. MATCHING DECORA STYLE FACEPLATE BY CONTRACTOR CFIIELSEA DIGITAL SWITCH DETAIL SYMBOLS, SCHEDULES & RISER NO SCALE � 8 �i s -c z Comm N- 12010-00 D.E.: ol/ - 1671-4 D.." SR Revised. ;0 THE BEST or w KNO—C NE ­5 MC SPECIRCATI IS C3.PLl wrtw _,E _­, —ES ZI 2011 HARVARD JOLLY, INC. E2.1 E.16 _CP-T �0 E-Ib E-b LCP•l= I A -o� 4 E-10 7� LCF E-10 LCF 4- m A-�S C� 7 ®Y E C �A E 10 LCP I (SEX LCP-I TYPICAL CIRCUIT NUMBER A'7�TYPICAL WALL SWITCH TYPICAL FIXTURE TYPE �K LCP-- TYPICAL LIGHTING CONTROL E 4 PANEL RELAY Nl1BER LOP-1 E-16 I LCP-1 D A-5I Qe 011 E-10 NR� ~-3-JAY DIMMER LITCH A-$1 ® A o O O_ Op A-51 D E-10 0b E Qe .b 5 b A- I p `E-iAle y E-0o LJC OB O_ Ot 2 0 Ate`b ENOD 3-WAY DIMMER ®EX - 10 E 10 SWITCH E 10 +'• xf -; 1 ��P-4 E 12 =�4 F I� Q O I =-12 _ o.b E-14 P-14 n F CP 3EX LGP-1 Q 91,©_ _S�' 3 LGP-3 E ID A-51 , C LCP-2 ®A O ® ® A-51 A-51 G-4? Lc= a n B B -, LCP•la LC S Eqb LCP-vK L11 M.P SPSSOYCHALA j 8,ACIATES, INC. CONSULTING ELK.TPoCAL ENGINEERS D reaa -IDsorcaCq�sovcnalaerDlneers. com 240 P. Avenue NDrt' 813.855.272' pn CIDs—, FlDrta 34677 813.855.27, fa. LIGHTING KEYED NOTES O DUAL TECHNOLOGY OCCUPANCY SENSOR TO CONTROL ALL ROOM L',GHTS. SET TO 30 MINUTE SHUTOFF MINIMUM. WIRE PER DETAIL 'A' ON SHEET E2.1. O ALL EMER3ENCY AND EXIT LIGHTING SHALL BE TIED INTO THE LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHING DEVICES. TYPICAL. O3 DIGITAL SWITCH WITH LCP RELAY NUMBER INDICATED. PROVIDE 6-BUTTON SWITCH, ONE FOR EACH RELAY .AND ONE FOR ALL CN/OFF. COMBINE RELAYS 5 AND 46 TO ONE BUTTON. ® AFTER HOURS LCP OVERRIDE SWITCH. TO COMPLY WITH FLORIDA BUILDING CODE, LCP SHALL BECOME ACTIVE FOR A MAXIMUM TIME OF 4 HOURS UPON ACTIVATION OF SWITCH AFTER HOURS. O5 IOUAL TECHNOLOGY OCCUPANCY SENSOR TO CONTROL ALL ROOM LIGHTS. SET TO 30 MINUTE SHUTOFF MINIMUM. WIRE PER DETAIL 'B' CN SHEET E21, LIGHTING FIXTURE SCHEDULE 13"191 TV" Finlah URe Volt Walla unies MamJNdum Cat.NO. Rwarks A 21/DITROFFEOIRECi TROFFER ACRYLIC1 1 SB (2)32WTe LnONIA 2RTSS 2 V MVOLT GERIDIS LISHM78 ! ..\TIN GR®wHERE INDICTED OH PLANB 8 4'WRARAROUND - ACRYLICPRISNATIC I - 1 68 OD32WTS LITHONM L3232120GEB101S —CEILING WHERE INDICATED ON PLANS 8'CFL RECESSED C CAN UGI SP['_.- NONE 121. 3a (1132NNIT L LRNONIA _ LFlIN I1 I?TRT IS, a':- RECESS IN CEILING WHERE INDICATED ON PLANS 3 DIM D 6'ANLMASLE NONE 121 LED LED HIN1EO=LDIM1D_1"f.--, 3.K-'IE.c_-'=. CT 32 100 MAXILIIME _._ = 1—IFREINDIGTEDONPINS H - EX EXIT SIGN fO LED LRHONN LOM S W 3 R 12=77 - - INDICPLANSTED M PLANS Oh RUBBED TOP PRISMATIC LENS. E O iUM S-R—RE WHERE INDICATED ON PWlS.7 F DECAMTIVE BOM BROVZE FAI.XALABASTER ACRYLO BOTT(M1T tO 577 (12)SDwaX OCL ST2-P10MStFq-0RB-12BXY?12FTLc-_ -_ qE TO BE BB'FRONS'RUCTUREORDER CENTER STEM AND CHAT NE A. 03 3'aATHR00M COVE WHITE NONE 170 48 (2)28W 10 Lf1HOtNN IND CINGLY C7281AV MOUNT IN LOVE WHERE INDICTED ON PLANS 04 4'BATHROOM RIVE WHITE NOW 121 58 (2)32W TO LIRiONN C232MV MOUNTIN COVE WHERE INDICATED dI PLANS Ge 0BATHROOM COVE WHITE NONE 120 SS (4)2EW TO LITHONIA 12)C225mv MOUNT IN COVE WHERE WDICATM ON PLANS GB B'BATHROOM COVE WHITE NONE 12D fie (4)32WTa LrrHON1A TC232MV MOUNT IN COVE WHERE INDICATED ON PLANS H OECOROINT EXTERIOR MEDIUM BNON2 CLEAN SEEDED ACRYLIC 120 48 42 MOUNTTO WALLYMERE INDICATED ON PLANS AT 12' 9-MG TO SCONCE (1)TRT STERNBERG BSOBM7BW4142PLi130/CSWABZT CENTER OF JUNCTION BOX K EXTERIOR BRONZE CLEAR GLASS 12D O MGUNTTO 17 DIAMETER SONOTUSE ELENATEO W WG. SONOTUEE GROLBiO#tOIJNTEO SPOT LED ECCSENSE BUL{_4D-12VC-SZ OXO TO EMEND AT IFABT 17 BELOW GRApE. L DECORATNE EXTERIOR MEDIUM BRONZE CLEAR SEE DED ACMLC 12p BEI SU9PEfO WHERE INDICTED ON PLANS. TO BE MOUhTEDAT 12' E ONPLANTTOM PENGNT SD 'It-- STERNBERG 73OBA:HU13TPLT12XCSNARZT AFGTOED OF FOO RG M DECOMTNE EC-Eic NECI..�N 6ROhi£•CLEAP ScEJE6 ACMLIC 1N SS (1)TRF i2 STFRNBERG ST18C,MN.T37/FlIP TrASZT MOUNT ro wAu wHERE INDKATEO oN RANS AT tD'.4•AFG "i, SWNCE CENTER OF JUNCTION BOX Wi LIGHTING PLANS SCALE 74" I' 0" J oDer J 3 Ran PE# 7478i�' O FIR COAX 3987 E..IL TQ i 8 �i 9 �H r c Z 01 8 W Z Comm No 12010.00 Data: 01/16/1' Drawn: SR RWwcl: To 4NREu BEST OF M- XNOWLEDOE ME �nE N uI u SU LDUG CODES.TONS uPLY N. 0 2011 HARVARD JOLLY, INC. E3.0 2 _. _ .................. b o A-1 O M.P. SPYCHALA 0 & ASSOCIATES, INC. 1045 ,- IG ELECTRICAL ENGINEERS sl— 1984 PlmpsOINo't.'I' 11C"' er0lneet9.c0'n 240 ne Avenue ^ BI3.655.272' 0� Clcsmar. Florlas 34677 813.855.2141 194 Scott J. Roper P.E. Fla PEA 74787 Fb COAA 3967 POWER & DATA KEYED NOTES U WIREMOLD RFB4E FLOOR BOX PROVIDE WITH BRONZE FLUSH COVER, (2) DUPLEX RECEPTACLES AND (4) RJ45 DATA JACKS WITH CAT 6 CABLING BACK TO DATA RACK .. .1 .. f.r1J11 I ..'L ',! "� �.!_'J _ ._... :... , _ .�...I 1 '..._T .._ .F ._.... .I -- -- _ "r�llll ! - --- - IfIII �Y -' `. Y :. .:..r _. _.. O3 O ® O lO OB II 11 REE OL �l.PB4E WI FLOOR BOX PROVIDE WITH BRONZE FLUSH COVER AND (2) DUPLEX CONTRACTOR TO PROVIDE H' RACK WITH PATCH PANELS FOR ALL DATA CONNECTIONS. PUNCH DOWN ALL CATb CABLES IN PATCH PANEL AND LEST CONNECTIONS. WIFI ACCESS POINT. PROVIDE CAT6 CABLE FROM DATA RACK TO THIS LOCATION WITH AN EXTRA b' OF CABLE ABOVE CEILM. PROVIDE WALL PLATE WITH HDMI, VGA, AND 335MM STEREO AUDIO JACKS. HOMI, VGA, AND 33MM STEREO CABLES TO RN FROM PLATE UP TO TV ON ADJACENT WALL. (2) SHIELDED (5TP) CABLES RUN FROM BACK OF Tv AT 60' TO COMPUTER AT CIR/TEGN. SERVICES ROOM. SHIELDED LATE GABLES FROM PROJECTOR AT CEILING TO CABINET IN FRONT OF ADJACENT ROOM PROVIDE ADJACEDUPLEX RECEPTACLE FOR PROJECTOR POWER COORDINATE OF EXACT LOCATION iN FIELD PRIOR TO ROUGH IN. DUPLEX USB RECEPT, II I5A LEGRAND MODEL 'TR52b2U5BW. SEE HVAC ELECTRICAL C044ECTION SCHEDULE FOR ELECTRICAL REQUIREMENTS. TYPICAL. DATA OUTLET - (2) RJ45 JACKS WITH CAT& CABLE BACK TO AND TERMINATED AT PATCH PANEL IN DATA RACK TEST ALL CONNECTIONS AFTER TERMINATION. TYPICAL. JUNCTION BOX FOR HAND DRYER MOUNTED 4T 40" 4FF. COORDINATE EXACT LOCATION M FIELD PRIOR TO ROUGH -IN FLE BATHROOM AN $HALL RUN U4I EXHAUSTIT �D OCCUPANCY SENSORS. ANY OFIN O BATHROOM LIGHI E BATHROOMS ARE OCCUPIED, POWER FOR PEOPLE COUNTER/SECURITY, VERIFY EXACT REQUIREMENTS AND LOCATION IN FIELD. (2) 3- CONDUITS RUN IN SOFFIT TO FACILITATE DATA CABLING BETWEEN THE NORTH AND SOUTH ENDS OF TE BUILDING. ]]] _....._ - ... i _ _ - A 19 % A25 - --- -- - % UE 1 MICRO UNDER CABINE'$ (lyeq. 10 COORDINATE HEIG-T VA N1 A A 206 --p,gF23 -vG GFI A-25 ''. H PROJECTION SCREEN- UP/DOWN SWITCH ', :. I. PROJECTION SCREEN POWER COORD. LOCATION------ 25 k tY 2 VAV-2-4 ` VAV_1-4 ___— ALL RECEPTACLES TO BE TAMPER RESISTANT TYPE Ao9..,_. 1 .�: ®A-13 w 15 " A-Il t w� 04-41 'y. _ -VAV 2 A1'S~ J E.4 =_-4 --E �9 o "14 BUTTON FOR AUTOMATIC ' --1 DOOR OPERATORS u =OWERFOR AUTOMATIC DOOR OPENERS. VERIFY EXACT LOCATION -AND'REQU': REMENT$ IN FIELD. i HVAC ELECTRICAL CONNECTION SCHEDULE N0. IV,PH MCA DISC— FUSE SIZE POLES CIRCUIT A l h CLLIA 2CS3 2C" _ - 20S3 :;; Ei: — --- &111921 M18.2o,22 46 3 E 2527 C 19 2oa, 3, '- BC 49 3 E29,31.33 2M 34_ E: 4fi 3 Mb2fi 2090 k 4 60 43 3 M3032342MI 144 30 20 2 E-19,20Ml 19.2 M z 2 E-22.24 206'1 39.3 N w 2 E-262420&1 E7� 21.9 so 40 2 F3 v =1 24.0 X 3D 2 2=1 1<4 30 20 2 20a1 Nt M 30. 2 2MI 24.0 30 90 2 A304 r40RFH JK POWER DATA PLANS SCALE :/4' = I'-0' r N Comm. No 12010.00 Date: 01 / 16/ 14 Drawn: SR Revtwd: fHE 9E91 W MI KND'Ai£O9E, IHE uxs .A9 sr[clrc„uoxs e9MREr wmx . u�xluuu e��lmxc moors. Q2011 HARVARC - _ __Y, INC. LE4.0 T VAV-1-1 9joNm.E93 M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELE MRICAL ENGMKRS 51-se 1984 osorL�®savcnaeerolneers cor 2-0 floe Avenue N.1- e1395272' c, ClOerre', Flodca 34E77 619.Ob5114' 1. ui Roper P.E. Scott PE. Fig EM 74757 Fig COAUI 3SS7 O � U p W oC � Q=11- = � U Q � = Q FIRE ALARM SYMBOL LIST m FIRE ALARM MAN,AL 42' AFF OR AS PALL STATION NOTED E� FIRE ALARM NORJ/FLABNING 80' AFF OR �Y_' LIRE COMBINATION SIGNAL SEE NOTE 2 BELOW FIRE ALARMFLASHING 00' AFF OR TO^ LIGHT SIGNAL SEE NOTE 2 BELOW ON CEILING OR FIRE ALARM SMOKE DETECTOR AS NOTED O ON CEILING OR FIRE ALARM HEAT DETECTOR AS NOTED FACP 60' AFF TO TOP FIRE ALARM CONTROL PANEL OR AS NOTED FAA 60' AFF TO TOP G FIRE ALARM ANNUNCIATOR OR AS NOTED 0 46" AFF OR AS DUCT DETECTOR INDICATOR LIGHT NOTED IN HVAC DUCT TYPE SMOKE DETECTOR DUCTWORK ® IN HVAC SMOKE DAMPER DUCTWORK m RELAY AS NOTED 12" AFF OR AS MAGNETIC DOOR HOLDER NOTED 108' AFF OR AS EXTERIOR F/A HORN NOTED CEILING MOUNTED CEILING MOUNTED F/A SPEAKER NOTED ® ON CEILING OR CARBON MONOXIDE DETECTOR AS NOTED I. DEVICE BOX MOUNTING HEIGHT 18 TO THE CENTERLINE UNLESS OTHERWISE NOTED. 2. MAXIMUM FIRE ALARM DEVICE MOUNTING HEIGHT SHALL 80 BE " AFF OR 6' BELOW CEILING, WHICHEVER 1$ LOWER FIRE ALARM GENERAL NOTES I. ALL DEVICE BOX LOCATIONS SHALL BE FIELD VERIFIED BY THE ARCHITECT/OWNER AND/OR ENGINEER PRIOR TO INSTALLATION OF DRYWALL OR MILLWORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN ALL DEVICE BOX RCGH-IN LOCATIONS HAVE BEEN COMPLETED FOR A VISUAL NSPECTION OF ALL LOCATIONS, 2. CONTRACTOR SHALL INSTALL A GREEN EQUIPMENT GROUNDING WIRE IN ALL CONDUIT$ AND SHALL BOND THE GROUND WIRE TO ALL DEVICES AND ELECTRICALLY WIRED EQUIPMENT. BONDING SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 250-I22 OF THE NEC. 3. ALL OUTLET OR DEVICE BOXES INSTALLED WITHIN CASEWORK SHALL HAVE A MAXIMUM I/S" GAP AROUND OUTSIDE EDGE OF CUT -OJT. SEAL ALL GAPS WITH FIRE RATED PUTTY/CAULKW.. PROVIDE ILL LISTED EXTENSION RINGS FOR OUTLET BOXES TWAT ARE NOT FLUSH WITH SURFACE. TYPICAL THROUGHOUT. 4. CONTRACTOR SHALL REEFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING EQUIPMENT. 5. ALL FIRE ALARM EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE MAMPACTURER'S WIRING RECOMMENDATIONS AND SHALL BE ZONED. ALL WIRING FOR THE FIRE ALARM SYSTEM SHALL BE RN IN CONDUIT. FIRE ALARM EQUIPMENT INSTALLATION $HALL COMPLY WITH NFPA 12(2010). 6. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHN 3'-0. OF AIR SUPPLY VENT. TYPICAL THROUGHOUT. 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH STROBE CANDELA RATINGS AND DEVICE WIRING DETAILS. S. PROVIDE SMOKE DETECTORS WITHIN 1OFT OF ALL FIRE ALARM PANELS AND ELECTRONIC$ TO BE INSTALLED. * ALL WIRING $HALL BE PER FIRE ALARM SYSTEM MANUFACTURER'S SPECIFICATIONS. FIRE ALARM KEYED NOTES O RELAYS SHALL BE INSTALLED IN THE CONTROL CIRCUIT OF THE ASSOCIATED NVAC EQUIPMENT AND SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM SO THAT WHEN THE FIRE ALARM SYSTEM GOES IN ALARM, THE HVAC WITS THROUGHOUT THE BUILDMG WILL SHUT DOWN. TYPICAL FOR ALL AIR HANDLING WITS. WIRE RELAYS FOR FAILSAFE OPERATION. 7O DUCT MOUNTED SMOKE DETECTOR(S) SHALL BE MOUNTED IN THE SUPPLY AND RETURN DUCT OF THE WVAC SYSTEM (ONE EACH). LOCATION SHALL BE DETERMINED BY THE MECHANICAL ENGINEER THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL, AND WIRE TO THE FIRE ALARM SYSTEM. PROVIDE A REMOTE TEST -RESET SWITCH WITH PILOT LGFNT IN AN ACCESSIBLE AREA ON CEILING OR WALL AND LABEL ACCORDINGLY. O3 NEW FLOW AND TAMPER SWITCHES. COORDINATE EXACT LOCATION IN FIELD. �NPTIm V 1FIRE ALARM PLAN /SCALE IA' : I' 0- � j O gjtrzq�F � . Di o LL S��mQx� O a ab N : mm. NO: 12010.00 Iste: 01 / 16/ 14 lre n: SR rV,+*SEMD SPELiFlGT0u5S C01- wrtn PrE uiuiuuu Buit➢iuL LODES. 0 20 11 HARVARD JOLLY, INC. E5.0 Cb6 V a p 9 7 + J ft• ........... 4� �'.. Y. Pro iect Consultants: CAMPO ENGINEERING, INC. CIVIL WEBER AND TINNEN, P.A. STRUCTURAL ZEPHYRHILLS, FLORIDA For CITY OF ZEPHYRHILLS xr :411k: tihk:ti}:}i$$:�:{iitititi:Jh::?ii•v{i{:titi:•v {ti tiK}x v... ........ .............. y�'h++ ......... ........... ............ ..... ;q¢• ........ .. - .., ... , . ::... .,,.v.k qp� . ... ..... :......... ..... .v .. .+ ::::..:..:.......:::::::::::::::...Jx aeet� ... .::.IMPv . ., ............. ,} .. ::: .. ................ .............. , 2-ft.ftwom �fi. nJ••, .}' J1'. :,tk\,......i)iiCi: i{j \' {}•�<: .,,. ;p: •fi..,,...: ..,..� •.:+:d•}'R :. _.i; •:. •tfi.1t J?>: �.•'•• n t+-+.LL . •. +• + '. • - .:� ... i.i: ,} tiJ)h<:r:.{};.?h........; .. • :a2�gen,k; ... . ,•4 +.4^Aq`•:xti<}\ ;R?43�??? •. v;:}?;c:.<S.; ti4 rk ,.,v}4i?i:i ..� 'k.,t4...,. +J:�1i(fi '�'.? ..'• ' ....... ...,.... ..Lh. ,: L:<{:''\'r'•�'b' ?`.•,+: •:.•:::•. ..... �}}.,ti:},,::}}......:..{{{J%.iufiititii:?.+, "•.t1`a•3Cti{iC:tia-;:. .. ... .. x.....+} .... ., \: �t, •: { : {+..... ti :•krt•\'•,: C.... ,» r22,14\'+'. '• U'k1\:in . ... .: ':•':}ti:.•: •.}/, •1 tk, pp .4}}i \. k'4,.: .:: ..... �1„\:; :........�.•t•.. •.••'.... 0... :.: -,..: .... '....?ti.{:.:a%ia)ttT�?X� � { ..; .. . , , J4{i}i::� �:: •ti ,hy4tC :, t Ut + �• . )}}}:, 1 t •{JtC4Dt,+::}????iY , •}}xJ"� U:kUih\ti:. •.:: 7P'\. .. .`ti,+v+ ,fi•'+++..• :: \ , fi .." \\•R?}hK;.;; ..... :• :+kk\t\•:h :....:. . .:> ::: ... Y\ •.+ \}jam, -'•' •• , -)--- \\: �$•U..... Ri'i ;kl\k....... 4H}vv}•.... •:: +. Jt tvv. ,• ... '.�, QQQf... +k .\\U}W`,.... •. • ••+.:-.... 4++v:441' .,+�<'^+„'',„+• •J: ............ .......:: ':�]tt'QC<:+ Uht h4�C•f2•ttNC:v.::. •.{++ '{.;Jd2J3t:}•.. h+C.. ..:.. ,, .. ti., .. v ..:%. '+.: ..v\ 't4 .J4i ,, ,. ''• '�:+:',4xi{�..... ............ ... . . .................. ..................... ...................•�:;•:::::: :.%ia}:+}:•:::>x'- 't ^. ;• t:: .�\14 +o-.'Lat2•J. % x�t� ............................. +L 4 ,::::.;..�#}\.J70e'4. 4U Jtt+'QZ�L'•. ,`:{+tt:. ::::^i:< :1 .. :,•+. \ % ..,.v...:.::,.w.e.{..}.t�:.:,.1••.•.,. ..U.t.::}:.}.}}3L'h.'S.ML.x.c +vJ }{.Jk,tpdt`};eL.x•'o-..r:y:.v;•.v..UY»k:dc:.;.{t.}•:;.;}}..:;:..; 1}:.g:q+rU}i}+kd::.,}:.'.::v.'. {.:+'q•}a:}.�•}..:}.K::ak:.'{k}•' .- :•S;.'::. - ' :.: v +`.;•n•;::''}::i.. `•r•S?L••:r.. } • : --', •.':::'i:::: ::j::; ::::::}::2: :::::. , ti #..&.... .{}.:,}: y')4.. ]5;:.}ri�ti}.R:.E:........... .....+::v x. ,��,.¢Q: .}} EC, }}P���Ja:J�pp:pp{(,,,,J�� .. aa%yk,Ye�. ,y�).i}tv?:k�s'c+.}t4Yt4eF:i•$:;;KRft4Q\�?l\t '+2.�t?.S:a}.+:.•.::.t,...h...:..7... ,'3hC.Zfi.it zn •:• % "+ .... $:... •. .. Wia�C;Q},. � {:, . C ..\ •)t{E •acJr .,+a2f:iYk' • :biAQ4c:.. . ............... ,{{�{..�� :L '• , . lass r aR• .........:::::....\\.}:{i:F�',v+v:;':,-,;; •.}'�h}; .. .,. .r .... ... .}+.. .;$d. J. ..ulw:..' £�R•• '.�b+. )i3Wh�lbY \411`:v'+• NOP.. w.,J.+yC:+y •)�•�•�T.v :. Q?• 4 +, iKh1t':.. I } :UobDL75cPAA7 . ,,,. vw a' '•kJxxJ. €-fii, � 4, 4 . ., .. ....... ........ .. ...;{• :?��'. '.-'.•_an•1 .+\.,'k�::\0}''C:,}++..... .................... ~viz.:. •.: ....................... :•.�: -':... +•:. - ARR2f�£�. ................... 1'RR: ... ti}:)lC¢2N.4CR?:... ,. 41•$,., •: �•y � fi <':`.................,:a??•};}:jR�t{i; :,i4:rnt}};�'°x. °°°,_..;: ... :-:::::::. .'R`�.c, ...k}:::Jiaib:: .}eeec:,o- `�:.:�.+; 4:+•k4 �. h� . fi:�� :tt�.��•:2�4 4' }oo?•}k+v.?Rt:fi::zaasa.�: •):•}}:a;•o-+}o-:::�r:::�.,,� %,,:.. a,\\a. .. ............. ,;#i�.•1^..Ca .a,,....;....: ';r.::::ii>�:?:ii:::<:fo: .:�Y2+'r(:......, �`: ♦ •• '+ .�::, .+-R0�4?•:.. :•t�• ,.}:}; t.,, .. � .'•:(OR:.......... ri:S::::::>:::a::::Ct;:::: o}kt}}}%y3%�•....... '. <'.-. -:>. ..,: �. .. .. :d?r: :'. ;:�:::.:;<•>:.::... �1:qa, +.¢y�::.. •,4. h j ���- :::� rxr k 4 J000rJM,4 :. t •:+. + , .. Sfv} :... :> + y Y .,. . , ..n ...... .L,.,�.+� R�.,•lS•,•'. Y, iitt C. +•..::::... ......................... : ... :, \; a.. .. \4h•']k,1'• v •,:}�•}}•, fp ..'' .... ....... v: }, v •Jr h•}....... � K 1, h?. :..�.v.�:::::::: :v: :.:::.,+µ.;x.vpw)ex0,?�k;{. .. :... .::.; .i;., ... ... { ..+: •... .....:...: ..::.. :............... �� �)ti� :}:+ ..;. • ::J .................. ¢}+..:r+.+.:,+h.t•+.•'}:ReF. , ....... .. .. .:. ................... • t..........................a'q�F?pA?e}K....,}................... .ie•4?C•.........:c�Jr ......................+: ,..x Wh. .w:. ....................... .. x+, r. Qom... ........................ .,:., ..�: ::. •+dOKVt k1.:. .. + ,. ..................... ....; .......; .;.............................�dbbb�.Ji'NbDlf• } ....... K- ......... :.t:::•h::.: *-%M:+Jet•. .: • J : ,r:} .•.'QS•.; ........... ..' z... z:...)lisQ'RQ.:.}...?$::•+.{{•:ta?c....#�{,�,•.•?{ ..vvv. •}........ ........ -.... .: ::::•:}i}i: '- k... .}:.:•}?:i{i}:$:t:iiiii}i: ........ ... Y4:4:i fj:v{}::}}:J:{ :{J\i•:yy< ...... ..v.:.v:::.::.v::.JP........ ..........M -. .:• ..t.hnh .. �.... .. .. .... ......... ......... ., .�............ ............... ............. ...... :f................ ....... :k::•:: }::: j::?.... ...i•..��:{7 ..... ....:......... ......,.......... L :. .... ,+...oeeh. .... _...... ........... ........ ..............fi::;;';:a::{•:a:•}>}:•}:•}:::;•>:•}:•}xaa:•}:•:::.:�R. ..... ................ ,................. ............... :..: .:..... ,......................... �+ { .......:::::::..............-.. ......, ,:i4:•;i•:L{•:.}•.w:::.�:.�: ...}rn }. <-,. .. h\n.. ............... .. (! s. ....... ...................�................,..................................... ::•n\ r•}••:Jh:,.}. ..... ........... ,,. ,.......... ... .. .. '...,::: •. •.,,•. ac+• ... w.-.::�:.:::::.:::� :: ::::: +})oc{•. �:::•>o-::•x:::::.,•::::.�::::::.:::......................LR•h,R•..ateR......:::::::.:::::::.:•::•:::� .... ................08.......... ... }..r}.... ....?w`fi'S.......................?2gCoef')U.t.....}oa...........................................�:::.�:.:�..�.::::•: .:,... ...... ... k.�J+�.\ .... ......... ...... _..: .. .+ .. .. +{v.J: _......::..:......:.{:•• .....: •rJ •: v.:..::k:•. :•:::: 1..41'C•Cv.{2tfkJ.:.. ...k:�:jL: v,�{:v:ati~:. '.}}...7 ..._.... -.: ., .31t!.4R°.... •.......,. ,...,. r. .._ - JffiG44lCs+h.+htt k47e90M.,,.. :_._.•hi�1eC+\........�C•.:k.......k.,.....,......................::::::::: xiJYL2.10C2+14 $'U.v �::::. �:: •i}: � SJ.. •}::2+'�+$C•. }�.?, .. 7t2hbtQRf.....ff4.�t$ y be a final .,roval ( submitte contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and �r local ordinances. In the event that further examination or Isite inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no .. sponsibility for the contractors failure to be in compliance with all applicable NFPA Codes and local ordinances. CONSULTING ENGINEERING ASSOCIATES, "C. MECHANICAL, PLUMBING, & FIRE PROTECTION M.P. SPYCHALA & ASSOCIATES, INC. ELECTRICAL 8 TECHNOLOGY '9--" " 71(,� "MITTEb PLAN(S) LAVE BEEN REV EWI& '!Y Z HYRHIILL FIRE MAIHAL'S OFFICE Date: o c� SMI 'PLAN(S) HAVE BEEN REVIM& T,fY ZEP Y FIRE MARSHAL' S OFFICE Date:, L,--,T3,-, , c,,� , �,, � CONSTRUCTION DOCUMENTS 01/16/14 ZEPHYRHILLS PUBLIC LIBRARY Design Office Location: 2714 Dr. Martin Luther King Jr. St. No., St. Petersburg, FL, 33704, Ph: 727.896.4611 OCCUPANCY CALCULATIONS DRAWING INDEX & AND K NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): ROOM ROOM ROOM CODE NO. DATE GENERAL L ANGLE K.P. KICK PLATE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF LATEST ADOPTED EDITIONS 2010 FLORIDA BUILDING CODE - BUILDING NO. NAME SQ. FT. CLASSIFICATION OCCUPANCY © AT K.S. KNEE SPACE A HIS SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, COVER SHEET 100 LOBBY 407 7 NET 59 � CENTERLINE ADDENDA, ETC. TO ASSURE COORDINATION OF ALL WORK AFFECTING NFPA-1 UNIFORM FIRE CODE, 2009 ED. NEW 1-STORY LIBRARY FACILITY X1.1 01/16/14 ABBREVIATIONS, LEGENDS, NOTES, DRAWING INDEX 101 JANITOR 54 300 GROSS 1 DIAMETER OR ROUND L EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR NFPA-10 STANDARD FOR PORTABLE FIRE AUTOMATIC FIRE SPRINKLER/FIRE ALARM SYSTEMS 102 COMPANION TOILET 86 N/A 0 NO. DATE CIVIL � L. LENGTH APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE RESPONSIBLE EXTINGUISHERS TOTAL AREA: 8,463 SF 103 MEN 152 NIA o C1.0 01/16/14 COVER PAGE NUMBER OR POUND LAB. LABORATORY � COLUMN AND PARTY FROM PERFORMING ALL WORK REQUIRED. 104 WOMEN 215 N/A o L.A. LAY -IN ACOUSTICAL CONSTRUCTION GRID LINES NFPA-1 3 STANDARD FOR THE INSTALLATION OF CHAPTER 3 -USE AND OCCUPANCY CLASSIFICATION _ A LAM. LAMINATE 1. EXISTING CONDITIONS -THE EXISTING CONDITIONS SHOWN ON THESE SPRINKLER SYSTEMS SECTION 302.1 GENERAL C2.0 01/16/14 GENERAL NOTES 105 MEETING ROOM 642 7 NET 92 105A GALLEY 115 60 GROSS 2 A.B. ANCHOR BOLT LAV. LAVATORY DRAWINGS ARE BASED ON INFORMATION PROVIDED TO THE ARCHITECT. NFPA-14 STANDARD FOR INSTALLATION OF SECTION 303 ASSEMBLY OCCUPANCY -GROUP A-3 (LIBRARY) C3.0 01/16/14 EX. CONDITIONS, DEMO AND EROSION CONTROL PLAN 105E STORAGE 46 300 GROSS 1 A/C AIR CONDITION (ING) LBL. LABEL DOOR SYMBOL - SEE A14 DWGS STANDPIPE AND HOSE SYSTEMS C4.0 01/16/14 OVERALL SITE PLAN ® THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ON THE JOB 0 ¢U T M C11 (0 N 00 `� N E _ 0_ 4 0 J r w Lo O E g cn rn a CC m co c w Lu cv • a' o O �* z 0 cn o c z J Y o m c � w D J z Q w a Lh � N d1 M Qi N C) N Z 1w o O o `o Q c U Qc A O w ' E U > U- ,p 0 � � O .= z U ¢ cn w 0 U Q J UZ O J _ Q 0 J ~ LL Z J � O a: Oj _� q i a Z W W 0 N Z FL 0 N N a� 0 a 0 w w x w 0 z X a� 0 U w a� N - L. JR. 111 760 0 0 0 © 2011 HARVARD JOLLY, INC. a� E o x1A c L� ABBREVIATIONS SYMBOLS LEGEND PROJECT GENERAL NOTES CODE CRITERIA CODE CRITERIA (CONT'D.) cu cn cn ACOUS. ACOUSTIC (AL) L.F. LINEAR FEET FOR SCHEDULES & DETAILS NFPA-1 5 STANDARD FOR WATER SPRAY FIXED CHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREAS 106 NEW BOOKS 373 100 GROSS a C5.0 01/16/14 a: D O.H. CAB. OVERHEAD CABINET BUILDINGS AND FACILITIES -PROVIDING CO ' Ln 71 . la u 2010 FLORIDA BUILDING CODE - PLUMBING 3174.1 -- METAL WALL SIDING Comm. No: 12010.00 Date: 01/16/14 Drawn: AE�1�1 Revised: ADDENDUM #1 02/05/14 I I- I 1 II 11 1 1 -1 1 1 1 1 i - - i I - - I I -- 1 1 1 1 - -- -- FT I Im"I'± !!Lr_L 1_ !_ _ 117111" ] I_. j - -- . - --- - !I I I II - -1 -- i I - -A -1 i I --- - !III -1 . - CONSTRUCTION NOTES � w ___ i 1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. 2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY THE GOVERNMENTAL AGENCIES HAVING JURISDICTION PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. 5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. 6. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE CALL AT 811 TO ARRANGE FOR FIELD LOCATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. EXISTING TREE PROTECTION NOTES: 1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND REGULATORY AGENCIES PRIOR TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. 2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, WITHIN THE DRIPLINE OF A TREE REMAINING ON SITE, UNLESS OTHERWISE APPROVED. IT SHALL BE UNLAWFUL TO REMOVE VEGETATION, EXCEPT BY HAND, BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE. 3. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES. 4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. THIS INFORMATION MUST BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS. CLEARING/DEMOLITION 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE REGULATORY AGENCY OR THE OWNER. 2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL, PURSUANT TO ALL FEDERAL, STATE, COUNTY, CITY OR OTHER GOVERNMENT AGENCY REQUIREMENTS, OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES. SITE PLAN AND COORDINATE GEOMETRY 1. BOUNDARY SURVEY PREPARED BY LICENSED SURVEYOR. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 5. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE "AS -BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE OWNER'S ENGINEER. GENERAL NOTES 1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION RELATED PERMITS, INCLUDING BUT NOT LIMITED TO: RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC, PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 2. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. 3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES & THEIR SUBCONTRACTORS. 6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE REGULATORY AGENCY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT-OF-WAY. 7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING MATERIALS AND CASTING STRUCTURES. 8. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE PLANS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF ALL THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. 9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 11. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH REGULATORY AGENCY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 12. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 13. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 14. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY THE OWNER'S ENGINEER. PAVING AND GRADING 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS. 6. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE PLANS. 7. CONTRACTOR TO PROVIDE A 1 /2" TO 1- BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.) 8. ALL PAVEMENT MARKINGS IN RIGHT-OF-WAY AND STOP BARS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING AND ON -SITE PRIVATE PAVEMENT MARKINGS TO BE TRAFFIC GRADE PAINT. 9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON THIS SHEET. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID RETESTING. 12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. DRAINAGE 1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH MOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND LOCAL AGENCY STANDARDS UNLESS OTHERWISE SHOWN ON PLANS. 2. PIPE LENGTHS SHOWN ARE APPROXIMATE. 3. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 4. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. WATER DISTRIBUTION 1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET. 2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 3. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY AGENCY STANDARDS AND SPECIFICATIONS. 4. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER PIPE SEPARATION REQUIREMENTS NOTED THIS SHEET. 5. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18. ALL ON -SITE PVC WATER MAINS 2" TO 3" SHALL BE CLASS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241. WATER MAINS SMALLER THAN 1 1 /2" SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1785. 6. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51, MINIMUM CLASS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS. MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. 7. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA STANDARD A21.10/C110. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. 8. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 9. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH LOCAL REGULATORY AGENCY SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND LOCAL INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 10. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER 1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET. 2. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 3. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D-1784. PVC PIPE AND FITTINGS USED IN THE GRAVITY SYSTEM SHALL BEET THE REQUIREMENTS OF ASTM D3034 SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'. 4. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.81 OR A 21.51. 5. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS, LATEST EDITION THERE OF. 6. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. 7. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 8. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION INSPECTION ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO FINAL ACCEPTANCE. 9. ALL WASTE -WATER LATERALS WILL A MINIMUM OF 36" COVER AT THE RIGHT-OF-WAY LINE. PIPE SEPARATION REQUIREMENTS: FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. 1. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM A. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. B. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. D. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 2. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS. AND RECLAIMED WATER PIPELINES, A. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. B. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 3. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES A. NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. B. EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. 4. SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS. WASTEWATER OR STORM WATER FORCE MAINS. RECLAIMED WATER PIPELINES. AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. GENERAL LANDSCAPE NOTES: 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES, BEFORE PERFORMING ANY WORK. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR RESOLUTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND PROTECTION OF ALL SITE CONDITIONS TO REMAIN FROM DAMAGE DUE TO HIS WORK. IN THE EVENT OF DAMAGE, ALL DAMAGE SHALL BE COMPLETELY REPAIRED TO ITS ORIGINAL CONDITION. ALL COST OF SUCH WORK SHALL RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED DAMAGE OR CUTTING OF EXISTING TREES TO REMAIN ON SITE. DAMAGE MAY BE CAUSED BY OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. DAMAGE ALSO INCLUDES THE COMPACTION OF THE ROOT ZONE BY DRIVING OR PARKING INSIDE THE DRIP -LINE OF TREES OR THE SPILLAGE OF DELETERIOUS CHEMICALS, OILS, DIESEL, ETC. WITHIN THE DRIP -LINE OF TREES. 4. EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS WITH TREE BARRICADES PER LOCAL REGULATORY AGENCY REQUIREMENTS. 5. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT APPROPRIATE PRUNING (ROOTS, BRANCHES) AND/OR OTHER TREATMENT NECESSARY TO ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORIST'S INSTRUCTIONS. 6. ALL LANDSCAPE AREAS AND AROUND EXISTING TREES SHALL BE MULCHED UTILIZING SHREDDED MELALEUCA OR PINE BARK NUGGETS (100% ORGANIC). MULCH SHALL BE INSTALLED TO A WETTED DEPTH OF 3". MULCH SHALL BE FREE OF EXTRANEOUS DEBRIS. 7. ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL COMPLY WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS AND PLANT REGULATIONS, AS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY "GRADES AND STANDARDS FOR NURSERY PLANTS LATEST EDITION. ALL PLANT MATERIAL SHALL ALSO CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1990). THE MINIMUM GRADE FOR ALL PLANT MATERIALS SHALL BE FLORIDA #1. 8. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATER; OVER THE AMOUNT OF WATER SUPPLIED BY THE IRRIGATION SYSTEM, FOR THE ESTABLISHMENT TO ALL NEWLY INSTALLED TREES AND PALMS FOR 90 DAYS, COMMENCING IMMEDIATELY AFTER INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE PROPER ESTABLISHMENT OF ALL PLANT MATERIAL 9. PLANTING AREAS SHALL BE FREE OF EXTRANEOUS MATERIALS AND CAPABLE OF PERCOLATION PRIOR TO PLANTING AND PREPARED SOIL BACKFILL 10. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND FULL TO THE BASE, PLANTED ON 2' ON CENTER WHEN SHRUBS ARE USED AS A SCREEN FOR VUA. 11. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE LOCAL REGULATORY AGENCY LANDSCAPE CODE. 12. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT MEET INDUSTRY STANDARDS OR PRESENT AN ORDERLY AND WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEMS CAN BE INSTALLED PROPERLY USING STANDARD INDUSTRY PRACTICES. 13. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN HIS FINISHED WORK FROM THE TIME OF INSTALLATION IS COMPLETE TO THE TIME OF FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A 1-YEAR WARRANTY ON THE INSTALLED PLANT MATERIAL AND A 90-DAY WARRANTY ON SOD. 14. PLANTING SOIL SHALL BE FERTILE, NATURAL TOPSOIL, TYPICAL TO THE LOCALITY, OBTAINED FROM WELL DRAINED AREAS. IT SHALL BE WITHOUT ADMIXTURE OF SUBSOIL OR CLAYS AND SHALL BE FREE OF STONES, LUMPS, STICKS, PLANTS, ROOTS, TOXIC SUBSTANCES OR OTHER EXTRANEOUS MATTER THAT MAY BE HARMFUL TO PLANT GROWTH OR INTERFERE WITH FUTURE MAINTENANCE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF SOILS AND MAKE THE NECESSARY ADJUSTMENTS OR AMENDMENTS FOR LONG TERM PLANT HEALTH AND VITALITY. 16. SOD SHALL BE OF KIND AND PLACED AS SHOWN ON THE PLANS. SOD SHALL BE WELL MATTED WITH GRAY ROOTS. SOD SHALL BE IN 12"X14" RECTANGLES, HAVING A MINIMUM THICKNESS OF 2", AND SHALL BE FRESH, LIVE AND UNINJURED AT TIME OF PLANTING. SOD SHALL BE CERTIFIED AS FREE OF WEEDS AND OTHER GRASSES, HAVING SUFFICIENT SOIL MAT TO ADHERE FIRMLY TO ROOTS FOR HANDLING. SOD SHALL BE PLANTED WITHIN 72 HOURS OF BEING HARVESTED AND ROLLED IMMEDIATELY AFTER INSTALLATION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL STAKING OF TREES AND PALMS BASED ON SITE CONDITIONS, TO PROVIDE FOR THE STABILITY OF THE TREE AND PALM MATERIALS AND TO PROTECT THE HEALTH AND SAFETY OF THE PUBLIC/PROPERTY. 18. TREE AERATION SYSTEM SHALL MEET THE MINIMUM REQUIREMENTS OF LOCAL GOVERNING AGENCY AND UNDER THE SUPERVISION OF THE CERTIFIED ARBORIST. THE CERTIFIED ARBORIST SHALL ADJUST THE REQUIREMENTS OF THE AERATION SYSTEM IN THE FIELD TO ACCOUNT FOR ACTUAL FIELD CONDITIONS AND THE ROOT SYSTEM OF THE TREE. FDOT GENERAL NOTES: ALL WORK PERFORMED WITHIN THE COUNTY/CITY R/W SHALL CONFORM TO: 1. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010 EDITION) (A.K.A STANDARD SPECS). 2. FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON THE STATE HIGHWAY SYSTEM, 2010 EDITION, (A.KA STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED. 3. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION MANUAL, VOLUME 1, CHAPTERS 2 AND 25. (REVISED 2010) 4. FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION, MARCH 2O08. 5. ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS "LEAD FREE". 6. LANE CLOSURE SHALL OCCUR BETWEEN 9:00 P.M. AND 3:30 A.M. UNLESS LANE CLOSURE CALCULATIONS ARE PROVIDED AND APPROVED OR APPROVAL IS GRANTED BY THE DISTRICT PERMIT ENGINEER. 7. THE PERMIT PLANS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. THE PERMITTEE'S ENGINEER OF RECORD (EOR) IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE DESIGN PLANS. THE FOR IS RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IN THE PLANS SUBMITTED FOR PERMITTING. 8. CALL FDOT MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. 9. PER FAC RULE CHAPTER 14-96.007(5)(C)6, BEFORE CONSTRUCTION BEGINS, THE APPLICANT OR THE APPLICANT'S CONTRACTOR SHALL DELIVER TO THE DEPARTMENT PROOF OF LIABILITY INSURANCE. 10. THE DEPARTMENT REQUIRES DOCUMENTATION OF SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR EMPLOYEE(S) INSTALLING AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN. DOCUMENTATION IS TO BE FURNISHED TO THE DEPARTMENT AT THE PRE -CONSTRUCTION MEETING OR BEFORE OCCUPYING THE STATE RIGHT OF WAY. ALL LANE CLOSURES MUST BE APPROVED IN ADVANCE BY FDOT. 11. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSITE FOR WORK TO BEGIN IN THE FDOT RIGHT OF WAY. 12. ANY SIDEWALK DISTURBED WILL BE REPLACED, BY SECTION, TO FDOT SPECIFICATIONS. 13. ALL PORTIONS OF MOT RIGHT OF WAY DISTURBED MUST BE SODDED. 14. NEW SIDEWALK PERMITTED TO CITY OR COUNTY ONLY AND SHALL INCORPORATE HANDICAP RAMPS WHERE SIDEWALK INTERSECTS ROADS AND STREETS. 15. IN ACCORDANCE WITH FLORIDA STATUTE 335.1825 (2), "THE PERMITTEE, HOWEVER, SHALL BEAR REQUIRED THE COST OF ALTERATION OF ANY CONNECTION WHICH IS REQUIRED BY THE DEPARTMENT DUE TO INCREASED OR ALTERED TRAFFIC FLOWS GENERATED BY CHANGES IN THE FACILITIES OR NATURE OF BUSINESS CONDUCTED AT THE LOCATION SPECIFIED IN THE PERMIT, IF THE DEPARTMENT ESTABLISHES THE NEED FOR SUCH ALTERATION." 16. ALL CONSTRUCTION AND/OR MAINTENANCE IN THE MOT R/W SHALL CONFORM TO THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE DEPARTMENT'S ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 17. IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE CLOSING OF ONE OR MORE TRAVEL LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY ROAD OR CITY STREET SYSTEM, FOR A PERIOD OF TIME EXCEEDING TWO HOURS, THE PARTY PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW ENFORCEMENT AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO COMMENCING WORK ON THIS PROJECT. FLORIDA STATUTE 335.15 AND 336.07. 18. OPEN CUTTING OF ROADWAY FOR INSTALLATION OF UTILITY OR DRAINAGE FACILITIES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM FDOT. ANY PROPOSED OPEN CUTS MUST BE CLEARLY NOTED ON THE PLANS AND A SEPARATE LETTER MUST BE OBTAINED. 19. NOTE THAT SIDEWALK SHALL BE CONSTRUCTED PER MOT INDEX 304 AND 310. DETECTABLE WARNING STRIPS, A.K.A. TRUNCATED DOMES, FOR DISTRICT SEVEN CONSTRUCTION AND MAINTENANCE SHOULD BE EITHER INSET CERAMIC TILES OR THERMOPLASTIC DETECTABLE WARNING STRIPS. THESE WARNING SURFACES SHALL 0 SHALL ONLY BE PROVIDED BY THE FOLLOWING VENDORS/MANUFACTURERS OR AS APPROVED BY THE ENGINEER. 1. INUNE TRUNCATED DOME EZ TILE SUPPLIED BY PROFESSIONAL PAVEMENT PRODUCTS 2. TOPMARK SUPPLIED BY FLINT TRADING 3. VANGUARD TRUNCATED DOMES SUPPLIED BY VANGUARD 20. NOTE THAT DRIVEWAYS ARE TO BE CONSTRUCTED PER FDOT INDEX 515. THOUGH INDEX 515 ALLOWS A 2% SLOPE ACROSS SIDEWALKS, CURRENT ADA REQUIREMENTS ARE THAT 2% IS MAXIMUM ALLOWABLE SLOPE AS CONSTRUCTED. PLEASE DESIGN SIDEWALK SLOPES WITHIN FDOT RIGHT OF WAY AT 1.5% TO ALLOW CONSTRUCTION VARIANCES. 21. NOTE THAT TRAFFIC SIGNALS ARE TO REMAIN IN ACTUATION DURING CONSTRUCTION. SC-1 TESTING SCHEDULE NOTE: GOVERNING AGENCY REQUIREMENTS SUPERSEDE THESE REQUIREMENTS. ITEM TEST TEST FREQUENCY EMBANKMENT OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99-57 ONE PER 500 FEET (D-698-70) NO TOLERANCE HORIZONTALLY, IN 12 INCH LIFTS UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM ' ** STRUCTURES FROM R.O.W. D1557-70) - MINUS 3% TOLERANCE LINE TO R.O.W. LINE UTILITY TRENCH BACKFILL OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND 95% OF MAXIMUM DENSITY AS *.** STRUCTURES OUTSIDE DETERMINED BY AASHTO T180-57 (ASTM D1557-70) - MINUS 3% TOLERANCE THE R.O.W. STABILIZED SUBGRADE OPTIMUM MOISTURE/MAXIMUM DENSITY PER MATERIAL TYPE MINIMUM 40 LBR *** PER MATERIAL TYPE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM *** D1557-70) - NO TOLERANCE BASE OPTIMUM MOISTURE/MAXIMUM DENSITY PER SOURCE (OTHER THAN SOIL CEMENT) MINIMUM 100 LBR PER SOURCE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180-57 (ASTM *** EACH LIFT D1557-70) - NO TOLERANCE GRADATION, ATTERBURG LIMITS PER SOURCE CONCRETE SLUMP TEST ONE PER SET OF CYLINDERS COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBIC YARDS OR FRACTION THEREOF AIR CONTENT ONE PER SET OF CYLINDERS ASPHALTIC CONCRETE AGGREGATE ANALYSIS ONE PER DESIGN DESIGN MIX ONE PER TYPE BITUMEN CONTENT ONE PER DAY GRADATION STABILITY FLOW ONE PER DAY PROPERTIES OF IN PLACE MATERIALS (MARSHALL) ONE PER DAY THICKNESS *** 95% OF LAB DENSITY *** * TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLE. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. ** FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO-T99) PER FDOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125-8.3.2 AS MODIFIED. *** TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER STREET. LAUREN D. CAMPO, P.E. NO. 57421 January 13, 2014 DATE (SEAL) © 2014 HARVARD JOLLY, INC. .............................................. ......... :............... ............................... C-2 .. .. ......:. .... .. ::.v ,scs�aa,G:..�:,,.,.sa.,,.oaae,:s:�:.aa;;:asa�:vw:. a,.,:.xs,�..ca....xu,.:�;�«:-u.:.�,>:a::.:rxsr�...�-sm. srsa.�:::esM.�h:�:.uusas.,Xmas,.��«„«.�.���,...��:,.s.,.�s..,�.".«;:.,:,��.-.,.�,.�„a�.,�.,�..,�.:�.�.�«:� «..,�ksK,..s«A.�.=..... .���.«�.a.«,.r.r.�+.,,..,.,�, �.,. M.�,.�,.:..w «...,,�.,..,.�,.�_. .. •...:,...,w:,.,..e..-w,�,...a.. .....�:_«,,«�>a«�.�.,.a«,:ww.>«s«"�.,.��>«:,..�r.=..w.s<.�",.".«,..�,,,.. s.�,s,.�..:..,w>.: ...,,aw=«,�...w, �xa:,.»wao,n,,.,,,.,.,...�..a.. ,.,,. �,..a..,,,:... >.,...,.s,.:..n-..� ..c�swu.,�vsc>.,. ....- ..... .. . ..... ..,. ..._.. .. .. ... ..,.. .. ... .., ....,..,.,..,..,.n,.,.r aa,..,...�_.-_-Nra:..�ss�a:;�xwazwanesars��^ .e.�ra... _.. .... .. .. ... .. .. .. I w -t ' LEGEND r . ....... '; _ _,; IP, IR = IRON PIPE, IRON ROD 6NQ = CEDAR TREE } 1 ICM _ CONCRETE MONUMENT = OAK TREE I" = O = FIELD DERIVEDMEASUREMENT = HICKORY TREE ......; I P = MEASUREMENT PER PLAT t >..., i ,H ' ..,, ._,! ., pp i �D� = N = LIGHT POLE ;. 10 0 20 40 60 RPROPERTY LINE, CENTERLINE = MANHOLE SS SANITARY IGHT OF WAY it O = FOUND IR (SIZE & REGISTRATION MEMO 1 PALM TREE R/W MEN { > ,C,0 NUMBER AS NOTED) = TREE (UNNKOWN VARIETY) t sE I O =OIS RE GISTRATION CAMPHOR TREE . .. 20 ft NUMBER A NOTED) ELECTRIC TRANSFORMER` �_ • SET 5/8" IR "D.C. JOHNSON LB 4514„ ".r ❑ = FOUND CM SIZE & REGISTRATION TC = TRAFFIC CONTROL BOX k� „ ( O = R BOLLA D - -"> NUMBER AS NOTED) _ k{ - LB 4514 Y-_.` 'y ■ -SET 4"x4" CM J METER POLE 4 ,nk.-.w-M...:-. -- ...... .......... ...... ......-..�„ s...._........m»....,:..m,......._...-_.. .. _ ... ....�;._s ..,...._,. .., r . AR AIR RELEASE VALVE X I . POWER POLE - r CABLE TELEVISION BOX e'e = CHERRY TREE PROP. TREE ST = STORM MANHOLE CITRUS TREE $', - - BARRICADE TYP. v „ I1 U G O 7-- t h_ A v e _ .: _... SC - SPRINKLER CONTROL BOX ,-� a. t c� , � ,,r � ;: .� ;; � .� ;;a � ,, gab ..... ��_ RS ROAD SIGN . , .„, €. „ .. k ❑ w =WATER LINE EX. ROAD SIGNS EX. STOP SIGN A 4;,.. r:... WM WATER METER = EX. ROAD SIGN TO BE SILT FENCE (TYP.) " ., q :,, ❑ VERTICAL CONTROL BENCHMARK READJUSTED FOR SIDEWALK TO BE REMOVED TO BE RELOCATED GUY WIRE 33 J3—J3—J3—J3 :—.73——J3-93—^.3 J3-73-73—J3—J3 C3-33—:73.�C3—J3—J3—J3 J3—J3 J3�J3 3-73-73-03 J3 J3—J3-73-73— 3—J3.- 3 _ P r �� _ _. _.. _ I B ELECTRIC PULL BOX ��___ � TELEPHONE EQUIPMENT BOX ❑ 1 _ _ EB ELECTRIC BOX - ORNAMENTAL TREE Fl­ A- FIRE HYDRANT - OVERHEAD ELECTRIC WIRE GV - EXISTING ASPHALT -GATE VALVE R9—�EC ��EC •�HO'��l�l��4C�E ES�rtC —E — — BUILDING T REMAIN r � � � I .� �, , , ,, , , , \ , .. 81 ,, _ ... PROPERTY LINE ' . EX. BU LD G 0 E .., \ \ \\ \ \ \ \ \ \ \ EC PROPOSED SILT FENCE \ • \ x \, ,. „\ \ EX. BUILDING TO BE (� \\�\\ \\ \ \\ \\ �B I TB PROPOSED TREE BARRICADE J DEMOLISHED -\ \ \�\ . \ �\\ \ \ \ I _ EX. ASPHALT/CONCRETE EX. TREE TO BE REMOVED PAVERS TO BE REMOVED _-\\ \ EX. WHEELSTOPS \\' , � m � TO BE REUSED 81 8 ( A- Nx, s = \\ \ \ ,\\� \\\\ W �" \,\,.,\ :NEC—E� LEGAL DESCRIPTION \ \ \ \ F \\\ \ w m DESCRIPTION. PARCEL A (PREPARED PER THIS SURVEY) \, L EX. TREE TO BE r— CD, 1 REMOVED TYP, w ALL OF BLOCK 134, INCLUSIVE OF LOTS 1 THROUGH 24 AND ALLEY TOWN OF ZEPHYRHILLS AS PER THE MAP OF PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. EX. LIGHT w I POLES TO REMAIN (TYP.) I DESCRIPTION: PARCEL B (PER OFFICIAL RECORDS BOOK 4182, PAGE 867, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA) EX. AS PARKING ,^ TO BE DEMOLISHED I I LOTS 21, 22, 23 AND 24, BLOCK 135, TOWN OF ZEPHYRHILLS, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 1, w PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. EX. SIGNS TO I TB Q \ BE REMOVED II EX. ROAD SIGN TO BE REMOVED I' DEMOLITION NOTES CONTRACTOR TO SAW -CUT - EXISTING PAVEMENT 1. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES .�� J33 I INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, COMMUNICATION, CABLE TV, SANITARY AND STORM SEWER I - - — — — — BOTH ON AND ADJACENT TO THE SITE. I 2. CONTRACTOR TO REMOVE ALL IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION EXCEPT AS NOTED. 8� ! EX. RETAINING WALL TB EX. SANITARY MANHOLE TO ! TO BE REMOVED, 3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY OWNERS TO DISCONNECT/RELOCATE THEIR FACILITIES WITHIN THE REMAIN AND BE PRESERVED LIMITS OF CONSTRUCTION PRIOR TO ANY DEMOLITION. DURING CONSTRUCTION \ g,. \ iB m EX. COVERED ENTRY L I /v` le TO BE DEMOLISHED `` I 4. SITE SPECIFIC EROSION AND SEDIMENT CONTROL: SILT FENCE TO BE PLACED AROUND THE PERIPHERY OF THE �`j� SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION/DEMOLITION. 73—J3—J3-73—..J3—J3—J3�73—J3�J3 73—J3—J3-73_33�J �J3�73— '�-H""``" r7 u _ l w EX. TREE TO BE \ L- L 11 1 1 - I r vI _1111 I-� 5. FUGITIVE DUST EMISSIONS DURING DEMOLITION SHALL BE MAINTAINED TO AN ACCEPTABLE LEVEL BY CONTRACTOR, EX. LIFT STATION TO REMAIN ND BE r REMOVED (TYP.) L I I_ I__ I`�!`I �,, <l j� ,i� I /I � E IN ACCORDANCE WITH THE CONSTRUCTION NOTES AND TESTING SCHEDULE, SHEET C-2 PROTECTED DURING CONSTR 101 8 EX.` GATE VALVE CABLE BOX AND L,' - - - 6. REMOVE OR CAP ALL UTILITIES TO EXISTING STRUCTURES WHICH ARE TO BE REMOVED. CONTRACTOR TO - COORDINATE WITH UTILITY OWNERS PRIOR TO MAKING ANY UTILITY ADJUSTMENTS. ELECTRIC TRANSFORMER TO EX. TREE TO BE _ - �w REMAIN AND BE PROTECTED REMOVED (TYP.) I I L I EX. _ __QIiI INGITQ LL� L 7. CONTRACTOR TO DEMOLISH, REMOVE AND DISPOSE OF ALL ASPHALT, CONCRETE, SIDEWALKS, CURBING, BUILDINGS A_ E-V I II LPL SB IC DURING CONSTRUCTION 11 [�EDLISH w AND BUILDING FOUNDATIONS WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS. 0 _ DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL REGULATIONS. RECLAIMED WATER III dl ��i I TER BOX TO ASSEMBLY & METED ~� EX. WATER METER & IIIif1E TLF 1 11 I w the 8. CONTRACTOR TO PROTECT PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION EX. SIGNS TO -- mencernent cr nice `_ ' .,, and RECLAIMED WATER ASSEMBL - - - 181 _ �`, I_I 1I- D � I` I I � BE REMOVED � - � f'I�'CI lL' TO BE REMOVED AFTER y9 �w t,a.r - u,ec. 9. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY EX. POWER POLE EX. BOLLARDS L' F' r - 1 EX. CABLE TV INSTALLATION 0 EW METER i- - 7 r L :: �. GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER TO BE RELOCATED EX. FIRE HYDRANT TO BE REMOVED i I�,11 � L! I E0G F�' TO BE RELOCATEDBYBOX TO BE FORMER TO RELOCATED I CITY OF ZEPHYRHILLS REMAIN AND BE S PROTECTED � I - I I� i I I i DURING CONSTRUCTION EX., TELEPHONE EX. 3/4" WATER METER EQUIPMENT BOX THAT SERVES EXISTING EX. POWER POLE TO TO BE RELOCATED E LIGHT LIBRARY TO BE REMOVED REMAIN AND BE PROTECTED ( (RELOCATED OLE TO BE Y{ DURING CONSTRUCTION 8 }-� BY C e EX. PARKING STRIPING TO n Rz, f? A I(rti i�r ; Ct+: �EC—EC —EC —EC —EC SEC —EC —EC —EC —EC —EC SEC —EC —EC —EC —EC —EC I BE REMOVED _ ioir _erner right stokes of c Less than X 2 1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION EX. ROAD SIGN TOTB„ BE REMOVED AND CONTRACTOR TO SAW -CUT I ELECTRIC PULL BOX EXISTING PAVEMENT'; TO BE RELOCATED w B 00 T Ec I\\EC —EC —fC—EC —EC —EC —EC —EC —EC SEC —EC —EC—EC —EG SEC SEC —EC EC SEC SEC SEC —E I - a -estnc access the DR!"UNE. EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE a tree, a physi tru_ture feet 1, APPROVED BY CITY OF ZEPHYRHILLS. egh , comprised , wood Ts ,pio :. a orournd th.c .r e. at,: e land ter a nn ne c,,lstr'-C{ or a' t Fin thF See Ord. 8'-2 -. 2. 7; DPIPLINIE of a tree , 'he , ar F s do yr m worC from. he branches t,r,e _;ro,.,d. -- - -- - - EROSION / TURBIDITY CONTROL NOTES or:zontc merrt;ers of no iess t, an OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE ht stakes spiced of ntervo;s of no less AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION connected by silt screen fabric or rnoterfo! PHASE. urobil;ty. FIG 9, 5 - To restrTct access into oreos Nnere ,anc 2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION „ t=vr act w;ties are not authorized; a OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID -ot less than feet ;n height s pieced SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT or such crews. SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER - SAL ,, SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. EX. CONCRETE DRIVE-THRU AND I 'l the 3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE Al APRON TO REMAIN AND BE ehoroc;terist_ .. TREATED PRIOR TO DISCHARGE TO THE WETLANDS TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO PROTECTED DURING CONSTRUCTION I ` � I vHV �a�.klE TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS c crated all above ground portions of trees and other TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS. aigrtfGf, veyefotirjo fro- rnechcnicci duniage. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH o brotect r' of �;.:•�am.7 `ro-n ca•r,pccrlen. EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION F>rcv;de osvoreness of protected oreos to equpmert OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS owe-acars. SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND 3PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS A trc-' " '-° ON THE PROJECT PERMIT. constructlon mac i !. neovy equipment or st ng a �3i ,ed ;r,-de ,he borer; onl :hand = 5. THE CONTRACTOR AND/OR OWNERS REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND E 1-.. TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE f - STABILIZED. CD 6. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY FIELD CONDITIONS. CD I TREE BARRICADE DETAIL 7. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, NTJ CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE I I OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER ,,, AND/OR ..._ / R AUTHORITIES. D DROP INLET S. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED WITH GRATE AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 9. ALL EXISTING SIDEWALK CRACKED OR DAMAGED SHALL BE REPLACED. 6 t h A v e n u e 6 t h SURVEYOR'S NOTES (BY D.C. JOHNSON & ASSOCIATES, INC.) 1. USE OF OF THIS SURVEY FOR PURPOSES OTHER THAN INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 2. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE; THEREFORE THE UNDERSIGNED MAKES NO GUARANTEES OR REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, OR OTHER SIMILAR MATTERS. 3. NO UNDERGROUND INSTALLATIONS, IMPROVEMENTS OR ENCROACHMENTS, HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON. 4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT-OF-WAYS AND/OR OWNERSHIP WERE FURNISHED TO THE UNDERSIGNED EXCEPT AS SHOWN. 5 BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED BEARING OF N 64'36'01 "E FOR THE NORTH BOUNDARY OF BLOCK STRAW BALES --j STAKED WITH 2 STAKES PER BALE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT STAKED STRAW BALE OPTIONAL POST POSITION (VERTICA POST (OPTIONS 2"X4" OR 2.5" MIN. DIA. WOOD, STEEL 1.33 LBS./FT. MIN.) 'INCIPLE POST POSITION ANTED 20' TOWARD FLOW) FILTER FABRIC LOW TOE OF ---' PROPOSED GRADE 8' MAX. w tr co 0 I O o � Of FILTERED WATER Z, SILT FENCE DETAIL 2' STAKED SILT FENCE F.D.O.T. TYPE III INDEX NO. 102 EXISTING GRADE FILTER FABRIC (IN CONFORMANCE WITH SEC.985 FDOT SPEC.) 0 EXISTING GRADE 134, TOWN OF ZEPHYRHILLS, AS PER THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, OF THE PUBLIC 1 I RECORDS OF PASCO COUNTY, FLORIDA.Ci j I 6. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), NATIONAL GEODETIC \�����",J\�F_pj��/,,� SURVEY BENCHMARKS B 663 AND A 663 LOCATED ON U.S. HIGHWAY NO. 301 IN ZEPHYRHILLS, FLORIDA. I = \ \ -, "B 663" PUBLISHED ELEVATION = 88.38' (NAVD88). $. 1 , J = No �7 +?'' k �< "A 663" PUBLISHED ELEVATION = 83.76' (NAVD88). A -j OWNER _ LAUREN D. CAMPO, P.E. =� 5741� 7. SUBJECT PROPERTY MAY CONTAIN LANDS THAT ARE SUBJECT TO JURISDICTION OR RESTRICTION BY ONE OR MORE OF THE .,� FOLLOWING AGENCIES: ARMY CORP. OF ENGINEERS, SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (S.W.F.W.M.D.) OR FLORIDA ..0', � F S(RTE DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.). - , 8. TREES LOCATED AND SHOWN HEREON ARE LIMITED TO 5-INCH (D.B.H.) AND ABOVE. 5i3O,f� �LOR\OP, February 04, 2014 �� F� -____- 9. THE SURVEYOR WAS UNABLE TO OBTAIN A RECORDED DESCRIPTION FOR PARCEL A. IT IS RECOMMENDED THAT A TITLE SEARCH HAY BALE DETAIL BE PERFORMED TO DETERMINE OWNERSHIP.-;�*T.n,T NTS DATE DATE /N/ I I ((PAL) irs.�.atta'wn'snswuazEasxa W v co o a v o Cn J UCD O o' m W w w Cn Cn O z W oC z U� LL w J z Q 0 N O — z O o v Q V'�ONCc7coCO t� r ti O O O O ti ti U —J - a) P, 02 -0) F O L>q O E O -a 0 O a°m�Q ao � '�� O (IIM d E = (3 Cn U LL LL � O IL co w OZ 2Q J W c O Z OZ t7-p 0 U Z O Z U0 00 Z W C >G 0 W Z Q a: a a: M J V Z CO) � = O _ Z W M - Q 2 � 0.=) V o v CC 0 Cn � O J 0 J Ito Z Z Oft0 co = O.3 J F' U c cO) a W W = W O N Z N U Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: KLD Revised: 1 AADDENDUM ,02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFKJQIONS COMPLY WTIH THE MINIMUM BUILDING CODES. © 2014 HARVARD JOLLY, INC. C-3 CD CD 00 12" WHITE SPECIAL EMPHASIS CROSSWALK MARKINGS 0 3' O.C. EXISTING TYPE "D" > z Z CONTRACTOR TO USE CURB TO BE EXTENDED 7 t h A v e n u e X N D PROPOSED 5' CONCRETE CAUTION WITHIN f9 LF AND TAPERED RELOCATED 7 t h PROPOSED ADA O Z SIDEWALK (ALTERNATE MATERIAL ROOT ZONE OF TO MATCH EXISTING STOP SIGN TRUNCATED DOMES Z - DECORATIVE PAVERS) EXISTING 32" TREE PAVEMENT PROPOSED 5' _ CONCRETE-1 03- -03 33-J3 J3-33-33-03-C3-33-33 03 33-33-03 33- —� SIDEWALK TO Sl ° CONNECT TO EXISTING ° o o ,. - .. ° •, o° o , , p ,:• ECORATIVE IIIIII II D PAVER.. SIDEWALK ..+. iC Fe _C —Er ON—... �.... �_. —. —... .. i 7FFU 12" WHITE SPECIAL 4EMPHASIS CROSSWALK MARKINGSURE3' o.c. ESION PROPOSED LIBRARY 3 ;8,177 SF F. F. EL.: = 89.6 81 i n PROPOSED w PERMEABLE Q � I PATH; MATERIAL TO BE IDETERMINED h1 � °oc 1B Iw PARKING SPACE U, Q STRIPING 4" TB �--� PROPOSED .Q cn 1 W WHITE PAINT I �,, MECHANICAL ��- Q l (TYP•) 33-23— —33—a—D3-03— EQUIPMENT PAD WITH PROPOSED 5' CHAINLINK 6' HIGH cn I CONCRETE (B { {� °°° 8� FENCE L 1� SIDEWALK TO CONNECT TO �w EXISTING 1 t r°° o cq 9 >v p S• J � C �R DECORATIVE PAVER 24' 13 (D)(D SIDEWALK �s) isl T 9. w > 81 WHEEL STOP 5' 12' RELOCATED ' (TYP•) POWER POLE w N PARKING SPACE' STRIPING N WHITE` DIRECTIONAL HANDICAPPED o 4" WHITE PAINT (TYP.) ARROWS (TYP.) SIGNING AND P �$ MARKINGS i U lDl 2' STOP BAR �s+ ?^ �EC —EC—EC —EC —EC —EC —EC —EC —EC —EC SEC —EC —EC —EC —EC —EC —EC I TYPE "D" I CURB (TYP.) TB 1B �1 Iti i f fC —fG —EL—EC —EC—EC —EC —EC —EL —EC —EC —EC —EC —EC —EC —EC —EC —EC —EC —EC —EC 1 I -rt CD CD I A v e n u e 6 t h A v e n u e NOTES: IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATION ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP AND THE FLORIDA DEPARTMENT OF HISTORIC RESOURCES (STATE HISTORIC PRESERVATION OFFICER) AND PASCO COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON THE SITE. LEGEND W _ IP, IR = IRON PIPE, IRON ROD WQ = CEDAR TREE CM = CONCRETE MONUMENT 60 = OAK TREE `q (F) = FIELD DERIVED MEASUREMENT d'0 = HICKORY TREE (P) = MEASUREMENT PER PLAT = LIGHT POLE (D) = MEASUREMENT PER DESCRIPTION JCN Z = PROPERTY LINE, CENTERLINE SS = SANITARY MANHOLE R/W = RIGHT OF WAY O = FOUND IR (SIZE & REGISTRATION = PALM TREE O a= NUMBER AS NOTED) 6* = TREE (UNNKOWN VARIETY) o C = FOUND IP (SIZE & REGISTRATION 6* = CAMPHOR TREE cl) NUMBER AS NOTED) 0 = SET 5/8" IR "D.C. JOHNSON LB 4514" ET = ELECTRIC TRANSFORMER i El= FOUND CM (SIZE & REGISTRATION TC = TRAFFIC CONTROL BOX • of NUMBER AS NOTED) O = BOLLARD D ■ = SET 4%4" CM "LB 4514" Or = METER POLE uj Ir = POWER POLE AR = AIR RELEASE VALVE w CB = CABLE TELEVISION BOX 0'e = CHERRY TREE w ST = STORM MANHOLE rd% = CITRUS TREE w RS = ROAD SIGN SC = SPRINKLER CONTROL BOX U) WM =WATER METER ❑ w =WATER LINE = VERTICAL CONTROL BENCHMARK act z = GUY WIRE TELEPHONE EQUIPMENT BOX PB = ELECTRIC PULL BOX m = EB = ELECTRIC BOX 6-0 = ORNAMENTAL TREE FH = FIRE HYDRANT = OVERHEAD ELECTRIC WIRE ♦ , z v GV = GATE VALVE = EXISTING ASPHALT Y w — — PROPERTY LINE PROPOSED ASPHALT J EC PROPOSED SILT FENCE PAVEMENT Z ~ Q TB PROPOSED TREE BARRICADE °a a PROPOSED CONCRETE SIDEWALK Q EXISTING BUILDING PROPOSED PERVIOUS N WALKWAY PROPOSED BUILDING o rn o r> z _0 PROPOSED PAVERS v c, rZ M E U �� (S) -r STOP" SIGN N `o 'cow o 0 O (D) T "DO NOT ENTER" SIGN "t Ln M N n N o " -- � �' W U LL N r— 3 'coOL L M @ , 0 0 0 o m z SITE DATA TABLE ccz >' o �c co J�����m� a o = W ALL w U)�� o ZONING: TCBD-H ; LAND USE: MUNICIPAL PARCEL ID: 11-26-21-0010-13400-0010 ADDRESS: 5335 8TH STREET ZEPHYRHILLS, FL 33542 Z JURISDICTION: CITY OF ZEPHYRHILLS Q PARCEL AREA: 1.49 AC (65,000 SF) REQUIRED SETBACKS (*): FRONT: UP TO SIDEWALK SIDE: UP TO SIDEWALK ''^^ REAR: UP TO SIDEWALK v, MAX. BUILDING HEIGHT (*): 35' OR 2 STORIES J FAR: 0.13 [MAX. - 0.5 (*)] QM cr (*) ALL STANDARDS SUBJECT TO MODIFICATION FOR CONSISTENCY "CERTIFICATE WITH HISTORIC PRESERVATION STANDARDS AND REQUIREMENTS OF A OF APPROPRIATENESS". j EXISTING BUILDING AREA: 4,193 SF O PROPOSED BUILDING AREA: 8,177 SF REQUIRED PARKING: EXISTING CITY HALL: 1 SPACE PER 200 SF GROSS FLOOR AREA 13,497 SF / 200 = 68 SPACES PROPOSED LIBRARY: 1 SPACE PER 200 SF GROSS FLOOR AREA 8,177 SF / 200 = 41 SPACES TOTAL REQUIRED PARKING = 109 SPACES (5 H/C) PROVIDED PARKING: 54 SPACES (EXISTING, ON -SITE) 11 SPACES (EXISTING, OFF -SITE) 16 SPACES (PROPOSED) TOTAL PROVIDED PARKING = 81 SPACES (3 H/C) ==> DEFICIT OF 28 SPACES FLOOD ZONE: X PER FIRM 120235 0005 C DATED 12/17/1991 IMPERVIOUS AREA CALCULATIONS: PROPOSED BUILDING: 8,177 SF N 0.19 AC a: DEMOLISHED BUILDING: -4,193 SF - 0.10 AC NET ADDITIONAL BUILDING AREA: 3,984 SF - 0.09 AC PROPOSED ASPHALT/CONC: 33,014 SF - 0.76 AC DEMOLISHED EXISTING ASPHALVCONC: 35,849 SF - 0.82 AC m NET TOTAL ASPHALT/CONC. -2,835 SF ^- 0.06 AC NET INCREASE IN IMPERVIOUS AREA: 1,149 SF 0.03 AC TOTAL PROJECT AREA: 50,933 SF 1.17 AC U Z � O Z J _ W m ~ GENERAL NOTES �V a ov 1. THE P) POSED ACTIVITIES SHALL COMPLY WITH CITY OF ZEPHYRHILLS DEVELOPMENT REGULATIONS (LATEST EDITION INCLUDING THE TREE AND LANDSCAPE WATER MANAGEMENT REGULATIONS AND FIRE CODES O CODE, STORM AT THE TIME OF PERMITTING. O Q 2. SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT �.LJ REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. O 3. BUFFERING AND SCREENING SHALL BE PROVIDED IN ACCORDANCE WITH CODE. CITY OF ZEPHYRHILLS LAND DEVELOPMENT Z = c J O 4. TRAFFIC SIGNAGE SHALL BE PER CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. a: J 0 5. OPERATION AND MAINTENANCE OF THE STORMWATER AREAS PERFORMED BY THE PRIVATE OWNER. 6. SITE ACCESS HAS BEEN DESIGNED FOR EMERGENCY AND PARATRANSIT VEHICLES. ��/� v/ 7. SOLID WASTE COLLECTION SHALL BE BY DUMPSTER PICK-UP AS SHOWN. u W W a Z p W 8. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN THE PROJECT BOUNDARIES. 1 Z �1 V 9. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2010 FLORIDA BUILDING CODE. 10. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE ENTITY AND ALL ROADS SHALL BE PRIVATE. Comm. No: 12010.00 11. ALL PARKING LOT STRIPING TO BE TRAFFIC PAINT & STOP BARS ARE THERMOPLASTIC. Date: 01 / 1 6/ 14 Drawn: KLD Revised: ADDENDUM 1 02/05/14 IN LAUREN D. CAMPO, P.E February 04, 2014 DATE TO THE BEST OF MY KNDWLEDGE, THE PLANS AND SPECFICATIONS COMPLY WITH ���1111111t/�� THE MINIMUM BUILDING CODES. �ENSF '�i, , O v 57421 ' NAM. 5742'7;v 2014 HARVARD JOLLY, INC. �/O N A�- �S� AL, C-4 A CLEAN -OUT 26 L F TOP EL = as.SD 8" PVC ROOF LEADERk00�F L8PVCINV EL = 84.07 ® 1 00% (MIN) a6G(TYP.) 1.00% (MIN)co a8� r 00 6 CLEAN -OUT , TOP EL = 89.00 INV EL _ 85.33 - TB V..• _5 - - __ 5 __ -5, CLEAN -OUT 8" MES T P EL = 88.50 (n INV EL = 83.82 INV EL = 84.33 PROPOSED 4" 81 / ROOF DRAIN �f 25 LF 8" PVC CONNECTION 0 1.00% @ 1.00% (MIN) (MIN). SEE ARCH r+ DRAWINGS FOR �B EXIS G P D CONTINUATION. CONSTRUCTED WITH 6 co r4- zr 7 t h (D 81 r-r 8 APPROVED SWFWMD ERP S 1 / 81 460331 12.Ooo. FUTURE CD EXPANSION PROPOSED LIBRARY 9�6 8,177 SF $ uffns CD F.F. EL.: = 89.6 gl CONTROL STRUCTURE 8" MES S-1 (MODIFIED TYPE INV EL = 84.43 "C" INLET). SEE DETAIL ZB �#71ET C-7. 54 LF 8" PVC 0 1.00% (MIN) CLEAN -OUT 86 LF 8" PVC ® 1.00% (MIN) TOP EL = 89.0 92 LF 15" INV EL = 84.97 PROPOSED 4" ROOF DRAIN ROOF LEADER RCP ® 0.22% / TRANSITION TYPE "D" EG STEP CONNECTION 0 1.00% (MIN). TYP,) CURB TO MATCH M c�95 \ DOWN SEE ARCH DRAWINGS FOR / EXISTING GRADE 0 s CONTINUATION. f G. 9Si 56 CLEAN-OUTgB 4F 6g �9 = TOP EL = 89.5 / ,. N\. �89Si '' g56 89s6 INV EL 85.83 8�/001 CONTRACTOR TO TRANSITION �g TYPE "F" CURB TO MATCH 6\ �' �' �� ��' $ $g• a9 TYPE "C" GRATE INLET EXISTING GRADE. S EP 6�6 �� ��' 6ag� TRANSITION EL = 84.80 TB DOWN 05�'0 $�0 1� g�� p11 �a6 TYPE „D /„F„ iE = 82.00 w~�~ �� 6�6o ag. 0 CURB TO BE $5. FLUSH WITH I SANITARY SEWER MANHOLE TOP TO BE 9 7 PAVEMENT �G• RAISED TO MATCH PROPOSED PAVEMENT. ag• 6� ��' 0 °�' 0 *� �fb'• ' ' , 0 °!AF G MEGS �• : °o 8 65 �0a� p h a5 R6 85�p )) �$ �� 0� g0 ��� ag. TYPE " " CURB 8�?¢A89,6 862 AND GU ER PER ❑".�' FDOT IND X #300 r o PROPOSED r ECHANICAL CLEAN -OUT EQUIPMENT Is" T EL = 87.68 ( o o, 6 6" RAISE RELOCATED �G PAD $66,� �� _ �� INV EL - 4 6� 6 CLEAN -OUT SIDEWALK 0� POWER POLE BY �00 �� ��G EL = 88.00 a6 g6• 6" RAISED SIDEWALK SIDEWALK TO a� �a• $ TOP EL = 89.00 � DUKE ENERGY TO ADA RAMP BE FLUSH WITH INV EL 2.82% �� PAVEMENT- 00% p� 1400% TRANSITION TYPE "IT" fig• $�. ��' $p. B� $g_ I CURB AND GUTTER TO 39 LF 6" PVC MATCH EXISTING GRADE �5 �5 TRANSITION TYPE ® 1.00% MIN 6$ ID MATCH �86� 10 UG' "D" CURB TO BE ( ) a5 �� $9 6S TRANSITION TYPE F" FLUSH WITH (S+ a� j CURB AND GUTTER PAVEMENT I� 8� TYPE "D" CURB PER Q1 TO TYPE "D" CURB �� ap (s) FDOT INDEX #300 MSG• TRANSITION TYPE "D" G CURB TO BE FLUSH TB ME �g0 TB WITH EXISTING PAVEMENT � f 1 � I � I I � I I 6 t h A v e n u e 00 Cn r* CD CD r+ 6 t h 0 20 40 60 Scale 1 = 20 ft A v e n u e CONTRACTOR TO TRANSITION TYPE "D" CURB TO MATCH EXISTING GRADE. EXISTING CONCRETE APRON TO BE ADJUSTED ACCORDINGLY. A v e n u e NOTES: CONTRACTOR SHALL REMOVE ALL EXISTING BASE, SUB -BASE MATERIAL & CONSTRUCTION DEBRIS FROM PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSOI _ AS REQUIRED FOR PROPOSED LANDSCAPING. LANDSCAPE AREAS THAT CONTAIN EXISTING BASE & SUB -BASE ARE TO BE DUG OUT TO 2' DEPTH & BACK -FILLED WITH CLEAN SOIL. LEGEND IP, IR = IRON PIPE, IRON ROD WQ = CEDAR TREE CM = CONCRETE MONUMENT 6�) = OAK TREE (F) = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT d'A = HICKORY TREE (D) = MEASUREMENT PER DESCRIPTION = LIGHT POLE R Z = PROPERTY LINE, CENTERLINE SS = SANITARY MANHOLE R/W = RIGHT OF WAY =PALM TREE O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) 6* = TREE (UNNKOWN VARIETY) QO = FOUND IP (SIZE & REGISTRATION 6*0 = CAMPHOR TREE NUMBER AS NOTED) ET = ELECTRIC TRANSFORMER • = SET 5/8' IR D.C. JOHNSON LB 4514" ❑ = FOUND CM (SIZE & REGISTRATION TC = TRAFFIC CONTROL BOX NUMBER AS NOTED) O = BOLLARD ■ = SET 4"x4" CM "LB 4514" Sy = METER POLE = POWER POLE AR = AIR RELEASE VALVE CB = CABLE TELEVISION BOX rk = CHERRY TREE ST = STORM MANHOLE rA = CITRUS TREE RS = ROAD SIGN SC = SPRINKLER CONTROL BOX WATER METER W = WATER LINE = % = VERTICAL CONTROL BENCHMARK = GUY WIRE m = TELEPHONE EQUIPMENT BOX PB = ELECTRIC PULL BOX EB = ELECTRIC BOX 6'0 = ORNAMENTAL TREE FH = FIRE HYDRANT = OVERHEAD ELECTRIC WIRE GV = GATE VALVE = EXISTING ASPHALT - - PROPERTY LINE RD PROPOSED ROOF DRAIN EC PROPOSED SILT FENCE STM PROPOSED STORM PIPE TB PROPOSED TREE BARRICADE STORM STRUCTURE OR P 1 PIPE NUMBER EXISTING BUILDING FLOW ARROW 1.00% PAVEMENT SLOPE PROPOSED BUILDING 000 PROPOSED SPOT GRADE o_oo PROPOSED ASPHALT PAVEMENT ,q CROSS SECTION NAME ° PROPOSED CONCRETE C-5 CROSS SECTION o SIDEWALK SHEET LOCATION (S) T "STOP" SIGN PROPOSED PERVIOUS WALKWAY (D) -r "DO NOT ENTER" SIGN GENERAL NOTES 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PASCO COUNTY STANDARDS, AND DOT SPECIFICATIONS, LATEST EDITIONS. 2. GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY CONSTRUCTION. 3. CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO PUBLIC RIGHT- OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 4. CONTRACTOR SHALL CONTACT THE ENGINEER AND/OR THE OWNER PRIOR TO ANY CONSTRUCTION THAT MAY DAMAGE TREES. 5. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 6. ROOF DRAINAGE TO BE DIRECTED FROM ROOF TO RETENTION POND VIA DOWNSPOUTS. 7. ALL FINISH FLOOR ELEVATIONS (FFE) ARE MINIMUMS. 8. SLOPE PERIMETER GRADE TO MATCH EXISTING GRADE AT 4:1 MAXIMUM. 9. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAT 5:1 VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. 10. SITE IS LOCATED IN ZONE X PER FIRM PANEL NUMBER 120235 0005 C, DATED 12/17/1991. NO BASE FLOOD ELEVATED DETERMINED. 11. ALL GRADING OF SIDEWALKS AND PEDESTRIAN WALKWAYS SHALL MEET MINIMUM 'ADA' STANDARDS. SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS FOR SIDEWALKS TO BE 2.0% MAX. SLOPE. ALL SIDEWALK RUNNING SLOPES SHALL NOT EXCEED 5% WITHOUT USE OF PROPER RAMPS PER 2010 FLORIDA BUIDING CODE AND FDOT STANDARDS. CONTRACTOR SHALL FIELD VERIFY SIDEWALK FORM BOARDS PRIOR TO CONSTRUCTING WALKWAYS. 12. CONTRACTOR SHALL WRAP ALL INLET GRATES WITH FILTER FABRIC UPON INSTALLATION. FABRIC TO BE REMOVED UPON COMPLETION OF BUILDING CONSTRUCTION. 13. CONTRACTOR SHALL OBTAIN ALL CONTRACTOR RELATED PERMITS. 14. EXISTING GRADES ARE BASED ON NAVD 1988. 15. ALL SODDED SLOPES OVER 4 TO 1, SHALL BE INSTALLED WITH SOD PEGS. 16. ANY OFF SITE DISTURBANCE SHALL BE RESTORED TO THE PRE OR BETTER CONDITION. BAHIA SOD AT A MIN. IS REQUIRED. REPAVING NOTES 1. CONTRACTOR SHALL OBTAIN A CITY OF ZEPHYRHILLS RIGHT OF WAY USE PERMIT AND PAVING/RESURFACING PERMIT. 2. PARKING LOT STRIPING MUST MATCH PRE -RESURFACING LOCATIONS, PARKING SPACE SIZES, LANE WIDTHS, CROSS WALK WIDTH, ETC. UNLESS OTHERWISE SPECIFICALLY NOTED ON THE PLAN. 3. ALL PAVEMENT OVERLAY SHALL BE 1" FINAL COMPACTED THICKNESS OF SP 9.5 (S-III) UNLESS OTHERWISE NOTED, OR APPROVED EQUAL. 4. CONTRACTOR TO MILL 1" AT ALL STORM INLETS TO MATCH RESURFACED GRADE AT INLET TOP. 5. ALL VISIBLE DEPRESSIONS OR LOW POINTS SHALL BE RAISED WITH ASPHALT LEVELING PRIOR TO 1" OVERLAY. 6. ALL SEWER MANHOLES AND WATER VALVES SHALL BE MILLED (11") OR RING RISER ADDED. 7. 1" TYPICAL MILLING SHALL BE PROVIDED UNLESS OTHERWISE NOTED. 8. ALL THERMOPLASTIC MARKINGS SHALL BE MILLED OR GRINDED FROM THE EXISTING PAVEMENT PRIOR TO OVERLAY. 9. CONTRACTOR SHALL MILL AT ALL ADA RAMPS, DOORS, FLUSH SIDEWALKS ETC. TO MATCH OVERLAY GRADE. 10. ALL OIL OR FUEL DAMAGE SHALL BE SAW -CUT AND REMOVED PRIOR TO OVERLAY. 11. PAVEMENT INSTALLATION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE CURRENT FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND FLEXIBLE PAVEMENT DESIGN MANUAL. �- 1 W co v rn N O a v o M M J Uw c7 I.. j m w �■■�� Lu C0 Q O z z U0 Y D' w ry _ J Z z< o' Q 0 N o M ZO �coN�000 o O m T � Noc�ov�co o U 1 � � � -O LL co rLN N CD 'O -0 M o ? O > v CD `�_ = Z TO-0 cao N QCD U U E CD cn Q w �iii °Oa-U) < O a: a: m J V ZCD J O _ Z W m�_ a ? =) Va. U cc O C ~ O 0 J � � Z J z ^ w C O =O mV J� =� a. W W a. W Z O N Z N 0 Comm. No: 1 201 0.00 Date: 01 / 16/ 14 Drawn: KLD Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFrATKNNS COMPLY WRH THE MINIMUM BUILDING CODES. rENse j , No 57421 LAUREN D. CAMPO, P.E. _ NO 7if21 13 STATE OF ;�\ © 2014 HARVARD JOLLY, INC. February 04, 2014 ��i�®�.'- DATE /�/i> / 1 I ► 1► � � §EAL) C-5 C`; WQ = CEDAR TREE So = OAK TREE CO q CA = HICKORY TREE = LIGHT POLE SS = SANITARY MANHOLE = PALM TREE a 6* = TREE (UNNKOWN VARIETY) O o = CAMPHOR TREE ET = ELECTRIC TRANSFORMER TC = TRAFFIC CONTROL BOX C , O = BOLLARD • v j )Jr = METER POLE co AR = AIR RELEASE VALVE cn w cn a'e = CHERRY TREE w = CITRUS TREE L SC = SPRINKLER CONTROL BOX 1 W = WATER LINE = VERTICAL CONTROL BENCHMARK Oz PB = ELECTRIC PULL BOX = ORNAMENTAL TREE = OVERHEAD ELECTRIC WIRE O EXISTING ASPHALT U z W 2 PROPOSED ASPHALT PAVEMENT z F- z< °v a PROPOSED CONCRETE SIDEWALK 0 PROPOSED PERVIOUS WALKWAY N o � z (CID,o O UTILITY CROSSING NUMBER °�' o o Q °� E U CO`fl o O M N � W '0 � r �� cfl o U cli CD 0 v L� -CD 0 0o c U o M z .o a 'COL o = U � v M°' =� GENERAL NOTES J coLu u.u_.�Oo_cnI- Cn I al I ��B 1. PER NFPA-1, 16.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. 2. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE CITY OF ZEPHYRHILLS CODE OF ORDINANCES, FIRE PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS. 8� � • ` 3. ALL PROJECTS MUST COMPLY WITH CITY OF ZEPHYRHILLS FIRE HYDRANT ORDINANCES. sl FUTURE I EXPANSION 4. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES. CIDAIcIoAI /� 11IVJ IV PROPOSED LIBRARY 5. PER NFPA-1, 18.3.4.1.: CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE 8,177 SFHYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES. I CD F. F. EL• : = 89.6 I 6. FIRE HYDRANTS SHALL BE FLOW -TESTED AND COLOR -CODED BASED ON FLOW RESULTS. RO 81 7. CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS: �+ i CLEAN -OUT I • 2" ONLY - THIS EXCAVATED TRENCH MUST BE DRY OR THE TRENCH WILL REQUIRE ROCK AND A PUMP TO TOP EL = t89.00 PROPOSED SANITARY BE IN PLACE. THE MINIMUM DISTANCE FROM THE FACE OF THE VALVE TO THE WALL OF THE TRENCH IS TO INV EL = 80.92 SERVICE CONNECTION. SEE I 8! �$ PLUMBING DRAWINGS FOR BE SIX FEET. 81 CONNECTION TO BUILDING. • 3" AND LARGER - THE CONTRACTOR WILL SUPPLY A TAPPING SADDLE BEING EPDXY COATED, A TAPPING f INV EL = 81.00 I VALVE WITH MECHANICAL JOINT AND THE EQUIPMENT TO PROVIDE, AND CONDUCT A PRESSURE TEST. COUNTY 6 LF 4" PVC SAN @ 2.31 % c SB PERSONNEL WILL WITNESS THE PRESSURE TEST WHICH MUST BE A 150 PSI FOR DURATION OF THIRTY MINUTES. • THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION BEFORE ANY COUNTY PERSONNEL WILL ENTER AN EX. SANITARY MANHOLE 8 LF 4" PVC SAN ® 1.00% (MIN) EXCAVATED AREA. IF THE TRENCH IS FOUR FEET IN DEPTH OR DEEPER, IT WILL REQUIRE A TRENCH BOX OR TOP EL = 85.10 I SLOPING, AND A LADDER ACCORDING TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) EX. INV EL (N) = 77.54 PROPOSED WATER SERVICE z EX. INV EL (SW) = 77.54 CONNECTION. SEE THE TAPPING VALVE WILL REQUIRE A BLOCKING DEVICE MADE OF SUITABLE MATERIAL OR DEVICE. THIS ( PROP. INV EL (NE) = 79.44 PLUMBING DRAWINGS FOR �B BLOCKING DEVICE OR MATERIAL WILL BE PLACED UNDER THE VALVE AND REMAIN IN PLACE UNTIL THE TAP CONNECTION TO BUILDING. MACHINE IS REMOVED AND THE TAP IS COMPLETED. 8� , ', 000000000 ati •• _ IB CITY OF ZEPHYRHILLS NOTES 2 1 1. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS STANDARDS FOR DESIGN AND cB CONSTRUCTION OF WATER AND WASTEWATER FACILITIES SPECIFICATIONS, LATEST EDITION. RELOCATED I FIRE HYDRANT 0. Cc 22 LF 2" PE EX. FIRE HYDRANT I... WATER LINE C4�- TO BE RELOCATED r EX. RECLAIMED WATER NEW 2" X 1-1/2" REDUCER, - ASSEMBLY/METER BOX (S)q NEW 1-1/2" METER W/ RPZ, (S) (D) TO BE RELOCATED NEW 2" X 1-1/2" REDUCER. T CONTRACTOR SHALL CORE CONTRACTOR TO UNCOVER EXISTING RELOCATED RECLAIMED EXISTING MANHOLE AND WATERLINE- IN VICINITY OF EXISTING WATER ASSEMBLY/METER RECONSTRUCT BENCH FOR ` 1" WATER METER. 1" WATER METER BOX TO BE RELOCATED NEW SEWER FLOW. i TO BE REMOVED. NEW 1 1/2" METER TO BE INSTALLED AT NEW LOCATION (+/- 50 LF 2" PE). (S)F (S) TB TB I I II 'I ! I I � I I I 3 j: l 6 t h A v e n u e gl EXISTING 3/4" fWATER METER TO BE REMOVED �1 00 CTB r,- cn _0� 6 t h A v e In u e 2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE CITY OF ZEPHYRHILLS. 3. CONTRACTOR SHALL REPAIR ANY IRRIGATION LINES BROKEN DURING CONSTRUCTION. EXISTING UTILITY LOCATION NOTES 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE THESE DRAWINGS. THE SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS. UTILITY CROSSINGS 0 6" STORM: D 4" SANITARY SEWER: TOP = 85.87' TOP = 80.65' INV EL = 85.20' INV EL = 80.31' 2" WATER MAIN: 8" STORM: INV EL = TBD INV EL = 84.90' SEPARATION = 18- (MIN) SEPARATION = t 3.0' ELECTRICAL SERVICE NOTE: 1. PLEASE NOTE THAT PLACEMENT OF ELECTRICAL POWER LINES WILL BE COORDINATED AND HANDLED BY THE POWER COMPANY. Z a J J J U Z --� O Z W D a. U ov =) cr. O cl) a: ~ O c J J � � Z O — = Z Q C J U °C a. �cl) W W W z O N Z N 0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: KLD Revised: ADDENDUM 1 1 02/05/14 t I I I j // TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPEC FICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. \o t �J, .- 7q `T ; No 57421 i LAUREN D. CAMPO P.E. % -P "' s1A �ia�7421 °LOR\w © 2014 HARVARD JOLLY, INC. February 04, 2014 i1crN PA, O���� \ DATE I WO (SEAL) C-6 � -- 1 � -- - ---- ' I ' I I - 1 1 1- I ' � � I - - - - - I I I I - - � � - I I I I IPIPE RESTRAINT LENGTHS IN FEET TEES (BRANCH SIDE) WATER MAINS - TEST PRESSURE 150 PSI BRANCH SIZE 3" 4%f 6N 841 100 12" 161F 20' 24*f 3" V 14g 30' — — — — 4% 26 F f i 286 44� — LU 6" if 21 2-2f 40' 62' 8" it It 16' 36 4V 62; z 0 so 10 11 11 10, 30, 44' '"t 8T — IT 1, if T 25' 4Y 55? 80, 1031 6 1 i V14 ! 311 48 75" W 1119t 20 it it V 2' 22' 40' 69' 94" 116' 24 1 17 111 31, 4 63' 89' IIT 1 RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG. THE BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE MUST BE INSTALLED ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE REQUIRED ON ALL JOINTS. ------ -------------- ---------------------------------------------------- ----- - --- --- --- -------- CREATED FIRMOM FOR WOMAnOML RESTRAINED JOINT' TABLE RMK'18�111 LENSED ... NO MODIFICATKIM VWTHOUT TEES (BRANCH SIDE) WRIT TSA F"JAPMOVAL PASCO COUNTY UTILITIES DETAIL 32 ------------- - ------ a I �Zllll myvmb Fim. NFORMATM09- PURPMES ONLY. NO Wur AMWMTWX�T WMETEN KU AffW.VN- DE7AIL 35 1 0 k %IN CL cf) 0 LL J J wa� I �V mac W W 0 N z N c) ....................... ............................................. ............. No: 12010.00 .. ................ .............................................. CREATED FM IWORWTIONAL CREATED SANITARY SEWER SINGLE tit` CONNECTION SEWER LATERAL PURPOSES ONLY. Bpi APOSM 04-Y. -Date: 01/16/14. REMSED NO MODIFICKTKWS REVISED W WrAncAlrIMS VATHOUT ............................................................... CONNECTION WRITTS4 Mo AMROVAL AND TYPICAL CLEAN —OUT VM7 TEN PW APPMVAL Drawn: KLD .. .......... .. ........... ...... ........... ...... PASCO COUNTY UTILITIES DETAIL 44 PASCO COUNTY UTILITIES DETAIL 45 Revised: --- - -- --------------- - ---- - -------------- LAUREN D. CAMPO, P.E. January 13, 2014 �II_f'U41 I I f pu I V) a� U E m a� 0 0 N N 6 0 0 0 a - I i c 0 0 I a) 0 U U) 70 c 0 J 1-1 co 0 c 3 O I U) c 0 En c 0 U 0 L J U 2 L L L Q) V I ZD a� c a� l SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS I I I I I I I I I I ROOT PRUNING LINE i r COMPLETE BEFORE ANY EARTH- I i ri WORK IN THE VICINITY OF THE 1 / PROTECTED 32" OAK TREE .., SEE DETAIL #1, THIS DRAWING I ROOT PRUNING LINE 7TH AVENUE '-0" COMPLETE BEFORE ANY EARTH- WORK IN THE VICINITY OF THE R.O.W. TREE 24" OAK 32" OAK 14" OAK PROTECTED 14" OAK TREE BUTTERFLY GARDEN r6" OAK SEE DETAIL #1, THIS DRAWING AREA IS AN ADDITIVE 1 FALTERNATE a O U) cn m 0 z T X W N W W Ic up H h r 8" OAK _L-I-LTL-I_TLI rI-:T_L a LJ'Ll U U UlJ- - -0 APPROX 02 /,r"r'QC7T I I OFFSET APPROX`? 1' FROM WA 1' FROM WALL F FOUNDATIO FOUNDATION-�� �_ J 1 �� o , O} 12" OAKI' I I/_/ I I I I I I 3" LITTLE GEM 1 o p zz 12 OAK MAGNOLIA o[ L 4" CRAPE ❑ P MYRTLE , RELOCAT�D I 21 FUTURE PARKING SPACES 1 / POWER R,O.W. TREE POLE 3" LITTLE GEM MAGNOLIA � � p 8 ' OAK-, P I I I 3" LITTLE GEM MAGNOLIA � ` CONSTRUC ON ORK�R - - �G� I I I I I I p EXISTING RE TION p /- 8 OAK I I PAKIN _ R.O.W. TREE I I I I I I I I POND 4" CRAPE PROPOSED NEW,L'fBRARY STAGIN AREA MYRTLE I- / 34" CAMPHOR MAGNOLIA 3" LITTLE GEM r (EXEMPT) I I I I I I I I I I I � 1 I , I I P X) I 6" OAK I I I I I I I I I I 4 1 P I I I I I I I I 10" OAK- 4 „ CRAPE pI I pMYRTLE 3" LITTLE GEM �( 1 \ MAGNOLIA ; CONTRACTOR SHALL ENSURE / ' � JI I I �/ ` THIS TREE FALLS AWAY FROM / TREES TO REMAIN WHEN IT `" CRAPE IS REMOVED 438" GRAND OAK MYRTLE � p - - - - - - X� 3" HOLLY 12" OAK-- - P OFFSET APPROX p THREE CABBAGE 1' FROM WALL F- PALMS FOUNDATION W I c'- , p p " 6"� Y cn ROOT PRUNING LINE COMPLETE BEFORE ANY EARTH- 15 -0 WORK IN THE VICINITY OF THE RELOCATED FIRE HYDRANT °� GRAND 38" OAK TREE 1 POWER - RE CATED RECLAIMED WATER BOX �b � aooa oQo SEE DETAIL #1, THIS DRAWING o OLE P 5" HOLLY 6" HOLLY EXISTING 8" HOLLY a,/ I"_ DEMOLITION WORK WITHIN THE LIFT 8" HOLLY oDRIPLINE OF THE GRAND OAK MUST BE DONE WITH MINIMUM STATION POSSIBLE DISTURBANCE OF ___l 1 TREE ROOTS. - 14" CABBAGE 6' LIG� RUM 8" HOLLY �� \ PALM 1 4" OAK - p RELOCATED LIGHT POLE x 1 C4" CRAPE MYRTLE ��X� \ � SAGO KING PALM CABBAGE 8" DRAKE ELM \ � _,/� l X 1 �/\ X 6 H 0 LLY \ 14" PINDO 8" HOLLY X � 3" LITTLE GEM MAGNOLIA 1 EXISTING PARKING 8" DRAKE ELM 8" DRAKE ELM P 1 P P EXISTING PARKING ROOT PRUNE TO SEPARATE ROOT MASSES PALM t p OF TREES TO BE REMOVED FROM p I p8" HOLLY A TREE TO BE PRESERVED p EXISTING - 8" HOLLY 14" OAK GENERATOR EXISTING DRIVE - THRU t EXISTING CITY HALL 8TH AVENUE rY P 3 T r .� .wr .a 48" GRAND OAK SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS P 14" OAK ROOT ZONE BEFORE EXCAVATING WITHIN THE ROOT ZONE OF EXISTING TREES, ROOT -PRUNE THE TREES BY: 1. HAND DIG A SMALL TRENCH BETWEEN THE TREE AND PLANNED EXCAVATION 2. CLEANLY CUT EACH ROOT W/ PRUNING SHEARS OR SAW, PERPENDICULAR TO THE ROOT 3. DO NOT TWIST OR PULL ROOTS 4. BACKFILL W/ SOIL AND WATER AS WITH NEW PLANTINGS PLANNED EXCAVATION ROOT -PRUNING TRENCH ROOT ZONE, APPROX. 3X DRIPLINE UNDISTURBED AREA 1' CLEARANCE BETWEEN ROOT -PRUNING TRENCH AND EXCAVATION -�i PLANNED EXCAVATION SECTION VIEW ROOT -PRUNING WIDE X 3DEEP NCH ROOT -PRUNING DETAIL N.T.S ROOT -PRUNING 1 REVISION NOTES: ADDENDUM 1: 1. TO BE PRESERVED: FIVE LITTLE GEM MAGNOLIAS, NOT PREVIOUSLY SURVEYED, ARE NOW INDICATED AROUND THE RETENTION POND. 2. TO BE REMOVED: FOUR CRAPE MYRTLES, NOT PREVIOUSLY SURVEYED, ALONG THE WEST SIDE OF THE NEW LIBRARY. 3. TO BE REMOVED: ONE 3" HOLLY, NOT PREVIOUSLY INDICATED, FALLING WITHIN THE LIBRARY FOOTPRINT. 4. TO BE PRESERVED: TWO LIVE OAKS, WITHIN THE R.O.W. EAST OF THE NEW LIBRARY, PREVIOUSLY INDICATED FOR REMOVAL. (CROSSWALK PAVING REDUCED IN WIDTH, ALLOWING PRESERVATION.) 5. TO BE PRESERVED: ONE 8" HOLLY, WEST SIDE OF THE PROPERTY, SOUTH OF THE BUS STOP, PREVIOUSLY INDICATED FOR REMOVAL. (NEW FIELD EVALUATION DETERMINED THIS TREE IS A CANDIDATE FOR PRESERVATION.) 6. TO BE REMOVED: ONE CRAPE MYRTLE, NORTH OF THE EXISTING GENERATOR, AT THE NW CORNER OF CITY HALL, NOT PREVIOUSLY INDICATED. IT FALLS WITHIN PROPOSED PAVING FOR VEHICLE CIRCULATION. 7. TWO TREES, IN THE EXISTING BUTTERFLY GARDEN, PREVIOUSLY MIS -IDENTIFIED IN THE SURVEY, NOW CALLED OUT CORRECTLY. DISPOSITION N.I.C. TREE REMOVAL CODE GUIDELINE BY DEFINITION, NO PROTECTED TREES (24" OR GREATER D.B.H., ANY CYPRESS) ARE TO BE REMOVED. SITE* = 2.07 ACRES, 18 NON-EXEMPT, BROADLEAF TREES, 6" CALIPER OR LARGER, EXIST ONSITE. 18/2.07=8.7 TREES PER ACRE. UNDER 10 PER ACRE, NO TREES ARE ALLOWED TO BE REMOVED UNLESS THE TRUNK IS WITHIN 8 FEET OF A PROPOSED STRUCTURE, PAVING, UTILITY, OR COMPARABLE IMPROVEMENT. OF THE 18 TREES, 9 FALL WITHIN 8' OF 1 IMPROVEMENTS, AND WILL BE REMOVED. * FOR TREE CALCULATIONS, THE ENTIRE CITY HALL/LIBRARY PARCEL IS INCLUDED. THE EASTERN PARCEL ACROSS 8TH STREET IS NOT INCLUDED, AS NO TREE REMOVAL IS PLANNED THERE UNDER THIS CONTRACT. TREE PROTECTION & REMOVAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO START OF WORK TO OBSERVE THE EXISTING TREES AND VERIFY SUITABILITY FOR PRESERVATION AS SHOWN. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO TREE REMOVAL. 3. IF THERE IS ANY DOUBT ABOUT THE CONDITION OF A TREE, PHOTOGRAPH THE TREE AND THE POTENTIAL PROBLEM. SEND THE PHOTOS AND A WRITTEN DESCRIPTION TO THE ATTENTION OF THE CONSULTING ARBORIST / LANDSCAPE ARCHITECT: JIM CLEES, ASLA 2714 DR. MARTIN LUTHER KING JR. ST. N. ST. PETERSBURG, FL 33704 EMAIL: jclees®horvardjolly.com 4. BEFORE PERFORMING ANY EXCAVATIONS OR TREE REMOVALS, PROPER UTILITY COORDINATION MUST BE MADE WITH: "SUNSHINE 811" TO HAVE UTILITIES LOCATED AND MARKED. STARTING THE DAY AFTER YOUR CALL, IT TAKES ABOUT TWO BUSINESS DAYS TO COMPLETE. 5. TREE PROTECTIVE BARRIERS SHALL BE IN PLACE PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. 5. TREES TO BE REMOVED SHALL BE FELLED SO AS TO FALL AWAY FROM TREE PROTECTION ZONES AND TO AVOID PULLING AND BREAKING ROOTS OF TREES TO REMAIN. IF ROOTS ARE ENTWINED, FIRST SEVER THE MAJOR WOODY ROOT MASS BEFORE FELLING. USE ROOT PRUNING EQUIPMENT AND METHODS TO CUT THE ROOTS. 7. ALL TREES RECEIVING ROOT PRUNING SHALL BE WATERED EVERY 3 WEEKS TO A SOIL DEPTH OF 3 FEET, USING TEMPORARY MEANS AND METHODS. THE ARBORIST COMPANY ENGAGED FOR TREE CARE SHALL EVALUATE THE TREES AT 3-WEEK INTERVALS TO DETERMINE WHETHER THE WATER SCHEDULE OR QUANTITY NEEDS TO BE ADJUSTED. B. UNDERSTORY PLANTS WITHIN PROTECTIVE BARRIERS SHALL BE PROTECTED UNLESS OTHERWISE INDICATED. 9. NO EXCESS OIL, FILL, EQUIPMENT, BUILDING MATERIALS, OR BUILDING DEBRIS SHALL BE PLACED WITHIN THE AREAS SURROUNDED BY PROTECTIVE BARRIERS, NOR SHALL THERE BE DISPOSAL OF ANY WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MORTAR, OR ANY OTHER MATERIAL HARMFUL TO TREES OR UNDERSTORY PLANTS WITHIN THE AREAS SURROUNDED BY PROTECTIVE BARRIERS. 10. TREES SHALL NOT BE BRACED IN SUCH A FASHION AS TO SCAR, PENETRATE, PERFORATE, OR OTHERWISE INFLICT DAMAGE TO THE TREE. 11. NATURAL GRADE SHALL BE MAINTAINED WITHIN PROTECTIVE BARRIERS. 12. UNDERGROUND UTILITIES SHALL BE PLACED OUTSIDE THE AREAS SURROUNDED BY PROTECTIVE BARRIERS. IF SAID PLACEMENT IS NOT POSSIBLE, DISTURBANCE SHALL BE MINIMIZED BY USING TECHNIQUES SUCH AS TUNNELING OR OVERHEAD UTILITY LINES. 13. FENCES AND WALLS SHALL BE CONSTRUCTED TO AVOID DISTURBANCE OF ANY PROTECTED TREE. POST HOLES AND TRENCHES LOCATED CLOSE TO TREES SHALL BE HAND DUG AND ADJUSTED AS NECESSARY, USING TECHNIQUES SUCH AS DISCONTINUOUS FOOTINGS TO AVOID DAMAGE TO MAJOR ROOTS. 14. MAINTAIN THE INTEGRITY OF TREE PROTECTION MEASURES THROUGHOUT THE PERIOD OF CONSTRUCTION. 15. ANY PRESERVED TREES DAMAGED OR DESTROYED BY CONSTRUCTION OR CONSTRUCTION -RELATED ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. LANDSCAPE ARCHITECT SHALL DETERMINE THE EXTENT OF DAMAGE AND SHALL DIRECT ANY REMEDIAL OR REPLACEMENT ACTIONS TO BE CONDUCTED BY THE CONTRACTOR. THIS WORK SHALL BE DONE AT NO COST TO OWNER OR CONSULTANTS, IN FULL COMPLIANCE WITH APPLICABLE CODES. TREE PRUNING NOTES 1. ALL PRUNING SHALL BE PERFORMED BY, OR UNDER THE SUPERVISION OF, AN ISA-CERTIFIED ARBORIST. 2. ALL PRUNING SHALL BE IN ACCORDANCE WITH THE TREE PRUNING GUIDELINES (ISA) AND/OR ANSI A300 PRUNING STANDARD (AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS). 3. ALL TREES TO REMAIN WITHIN THE CONSTRUCTION ZONE SHALL BE PRUNED TO: A. CLEAR THE CROWN OF DISEASED, CROSSING, WEAK, AND DEAD WOOD TO A MINIMUM SIZE OF 1-1/2" DIAMETER. B. PROVIDE 14' OF VERTICAL CLEARANCE OVER STREETS AND 8' OVER SIDEWALKS. C. REMOVE STUBS, CUTTING OUTSIDE THE WOUNDWOOD TISSUE THAT HAS FORMED AROUND THE BRANCH. D. REDUCE END WEIGHT ON HEAVY, HORIZONTAL BRANCHES BY SELECTIVELY REMOVING SMALL DIAMETER BRANCHES, NO GREATER THAN 2 TO 3 INCHES, NEAR THE ENDS OF THE BRANCHES. 4. WHERE TEMPORARY CLEARANCE IS NEEDED FOR ACCESS, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEARANCE ZONE. 5. INTERIOR BRANCHES SHALL NOT BE STRIPPED OUT. 6. PRUNING CUTS LARGER THAN 4", EXCEPT FOR DEAD WOOD, SHALL BE AVOIDED. 7. PRUNING CUTS THAT EXPOSE HEARTWOOD SHALL BE AVOIDED WHENEVER POSSIBLE. 8. NO MORE THAN 20 PERCENT OF LIVE FOLIAGE SHALL BE REMOVED FROM ANY TREE. 9. BRUSH SHALL BE CHIPPED AND CHIPS SHALL BE SPREAD UNDERNEATH TREES WITHIN THE TREE PROTECTION ZONE TO A MAXIMUM DEPTH OF 6". LEAVE THE TRUNK CLEAR OF MULCH. LEGEND p PRESERVE IN PLACE X REMOVE ROOT -PRUNING LINE ,MM,. TREE � DISPOSITION PLAN 0 10' 20' 60' �-- Lu ry� rn N O m o r` Co co J U� O m w Lu L E■.T� w ~ O actz T H- Uz O Y w_ I..L J z 0 N CD T 0 0(,D4 z _O ~ cD � ccoo CD o D o CC) O V�� N N D 10 LLJ U M C7 U r` cu 7 7,:)N- N 0) �6 LL O 70 - � o T r °� o c�a O Z T 00 � _j c M _ E U 3 0 U7 LLLL�Qa-u)I-Q � 0 Q J V Z cl) O o MJ W D � U Q Z z o ~ OJ 0 J J CD LL Z =O Z '^ v! �0 O q: a: �- W W W Z O N Z N U Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: CJ C Revised: 1 ADDENDUM 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. C --I e," L , 1; q 9 2.13 •l4- © 2014 HARVARD JOLLY, INC. 1.1.0 M I L _ - - - - 1 _ _! 1 _II" 1 I 1 1 I'I III 'I II'_L_1 II 1 11 1'I _ - I L - - -- - - - - L II I R ti d © r t W r� i••• ►-�:;:;:iW APO,Walfll O a `fir+M 1 .4►� '► � TTii TT• TTTTT Tom" T 'T T TT T 7 AE 1 1V1 7 z STAGING AREA �' i AE LJ < .� .e., .- •Y •V a„ W W� W �Y W •Y J- ii' W s W Lu 117 W "�.. W W W •Y •L W_-� W ' •:, 1 ............ ............... .. _........ . . ",:. 3 '' LJ ' 1 LIM Y,. ;Li RELOCATED LIGHT POLE EXISTING PARKING EXISTING PARKING rn E m v O 0- V �I L L EXCERPTS FROM GEOTECHNICAL SURVEY REPORT, AREHNA ENGINEERING, INC.: PROJECT NO. B-13-015: 6/20/13. v U v "BASED ON THE BORINGS PERFORMED, THE SOILS THAT UNDERLIE THE 0 SITE GENERALLY CONSIST OF CLEAN SANDY FILL OR NATURAL SOILS, SIMILAR TO THE TAVARES-URBAN LAND COMPLEX..." 3 EXCERPTS FROM NRCS SOIL SURVEY O I TAVARES-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES (n "THIS MAP UNIT CONSISTS OF AREAS OF URBAN LAND AND NEARLY LEVEL TO GENTLY SLOPING, MODERATELY WELL DRAINED TAVARES -41 m SOILS ON LOW RIDGES. TAVARES SOILS MAKE UP 45 TO 65 PERCENT c OF THE MAP UNIT, AND URBAN LAND MAKES UP FROM 30 TO 45 v PERCENT. THE AREAS OF TAVARES SOILS AND URBAN LAND ARE SO INTRICATELY MIXED, OR SO SMALL, THAT IT IS NOT PRACTICAL TO o SEPARATE THEM IN MAPPING. J "TAVARES SOILS ARE SAND TO A DEPTH OF 80 INCHES OR MORE. Lj TYPICALLY, THE SURFACE LAYER IS VERY DARK GRAY AND IS ABOUT 3 n INCHES THICK. BENEATH THE SURFACE LAYER THE SAND IS n- YELLOWISH BROWN AND LIGHT YELLOWISH BROWN TO A DEPTH OF 56 U) INCHES, VERY PALE BROWN TO BETWEEN DEPTHS OF 56 AND 76 r INCHES, AND WHITE BETWEEN DEPTHS OF 76 AND 80 INCHES OR L MORE. IN SOME PLACES, THE SOIL HAS BEEN RADICALLY ALTERED. CL SOME OF THE LOW AREAS HAVE BEEN FILLED OR LEVELED DURING N CONSTRUCTION AND OTHER SMALL AREAS HAVE BEEN CUT, BUILT UP, OR SMOOTHED. URBAN LAND IS COVERED BY STREETS, PARKING LOTS, BUILDINGS, AND OTHER STRUCTURES THAT SO OBSCURE OR o ALTER THE SOILS THAT IDENTIFICATION IS NOT FEASIBLE. O o "INCLUDED IN MAPPING, AND MAKING UP 5 TO 15 PERCENT OF THE N UNIT, ARE SMALL AREAS OF ADAMSVILLE AND ASTATULA SOILS. THE SOMEWHAT POORLY DRAINED ADAMSVILLE SOILS ARE IN THE SLIGHTLY LOWER AND WETTER AREAS. THE EXCESSIVELY DRAINED ASTATULA E SOILS ARE IN HIGHER, CONVEX AREAS OF THE LANDSCAPE." Q c 3 ae_•' •"_•T•Til�!ltit!!t!�t��1t*lt�Dt*1e:1�!!�!�!�t� 1 ti 0 f, me- v--. DV 3 SP r q1A)iN_ MULCH 8TH AVENUE " 7 CRUSHED COMPACTED SHELL PATH, 3„ DEEP, 4' WIDE. E......._...e...e.__. TM a N MULCH I 46. TD 5 RA 59 rM MULCH I BUTTERFLY GARDEN AREA IS AN ADDITIVE ALTERNATE -TTT-I-TT-I-TT-TTT-TTT-ham n n: n n n n _r-r-�'�- -Y1-�L-TL I-TL1rl Y_L U U L1 U LJ U y y � I I I I I I � � ,`� •_ LJ I ............ • A... . • • 1.. LM ' %:. • � p MULCH 21 °`� FUTURE PARKING SPACES LM ." -CONSTRUCTION 1NORKR I RKINGII PAAKIN I I I I I I I I I I I I I I \ 1 I-�.� . •. 1 I I I I �I I I I I �.�'� I •�, a •� I �4 s• •�9. I I I I I I I I I I MULCH I I I I I I I :e; '� e • 2 w -- '~ 'a• n' yN• LM i . i r r V I �W,.. ---------------------� PLANT SCHEDULE BASE BID TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE LM 13 LAGERSTROEMIA X 'MUSKOGEE' / CRAPE MYRTLE LIGHT LAVENDER 15 GAL 3-5 TRUNKS, 1" EA 6'-8' LJ 9 LIGUSTRUM JAPONICUM / JAPANESE PRIVET 30 GAL 6'X6' TREE FORM 'QV 2 WEBS VIRGIr`IIANA `2_ATHF_nvAI' / GAT•HE RAL LIVE OAK 45 GAL 3 1n' 10, UD 6 ULMUS PARVIFOLIA `DRAKE` / DRAKE ELM 45 GAL 3"CAL 10 -12' PALM TREES QTY BOTANICAL NAME / COMMON NAME CONT SIZE SP 3 SABAL PALMETTO / CABBAGE PALMETTO FG 12'-16' CT SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT SPACING AE 14 ASPIDISTRA ELATIOR / CAST IRON PLANT 3 GAL 30" O,C. PM 55 PODOCARPUS MACROPHYLLUS / PODOCARPUS 3 GAL 36" O.C. RA 155 RHAPHIOLEPIS INDICA 'ALBA` / WHITE INDIAN HAWTHORN 3 GAL 36" O.C. GROUND COVERS QTY BOTANICAL NAME / COMMON NAME CONT SPACING DV 479 DIANELLA TASMANICA `VARIEGATA' / VARIEGATED FLAX LILY 3 GAL 24" O.C. TM 1,058 TRACHELOSPERMUM ASIATICUM `MINIMA' / MINIMA JASMINE 1 GAL 18" O.C. TD 46 TRIPSACUM FLORIDANUM / FLORIDA GAMAGRASS 1 GAL 24" O.C. TURF BOTANICAL NAME / COMMON NAME TYPE W W PASPALUM NOTATUM `ARGENTINE' / BAHIA GRASS SOD STENOTAPHRUM SECUNDATUM 'FLORATAM` / FLORATAM ST. AUGUSTINE SOD SOD NTING DETAILS FLAT, WOVEN POLYPROPYLENE HEAVY DUTY STRAP, 3/4" WIDE 900 LB BREAK STRENGTH OR APPROVED EQUAL 3 PER TREE TOP OF ROOTBALL 2" ABOVE FINISH GRADE 4" MULCH NOT TOUCHING TRUNK 6" SOIL SAUCER STEEL EYE ANCHOR, 15" LONG HEAVY DUTY, W/SPIRAL FLANGE OR APPROVED EQUAL 3 PER TREE PLANTING PIT 3 X DIA. OF ROOTBALL PLANTING SOIL EXISTING SOIL ROOTBALL IF B&B, REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP AND SIDES OF ROOTBALL TREE PLANTING DETAIL - 3" TO 6" CAL. N.T.S. TQP OF ROOTBALL 1 ABOVE FINISH GRADE 4" MULCH NOT TOUCHING STEMS FINISH GRADE PLANTING PIT 2 X DIA. OF ROOTBALL ROOTBALL PLANTING SOIL EXISTING SOIL SNUB PLANTING DETAIL N.T.S PLANT SCHEDULE ADDITIVE -ALTERNATE LANDSCAPENOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL _ UTILITIES PRIOR TO STARTING WORK. rn 2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. cm cm 3. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA #1 OR BETTER, AS DEFINED IN GRADES AND STANDARDS FOR NURSERY PLANTS, O o FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY. ALL HEIGHTS SHALL BE AS MEASURED FROM �' co FINISH GRADE AFTER INSTALLATION. u- 4. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY CIVIL ENGINEER. U) W Er 5. NO PLANT SHALL BE INSTALLED WITH ITS ROOTBALL TOP BELOW Q w FINISH GRADE. SEE DETAILS FOR SPECIFIC REQUIREMENTS. U) (■■T� 6. ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE CONTAINER -GROWN OR B&B. BARE -ROOT, BAG -GROWN, AND ANY z ROOT -BOUND STOCK WILL NOT BE ACCEPTED. ALL ROOT WRAPPING Q F MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT U) TIME OF PLANTING. °C C7 7. SHRUBS AND GROUNDCOVERS PLANTED IN MASSES SHALL BE r 1 z v Y TRIANGULAR SPACED. ADJUST SPACING TO FIT THE QUANTITY OF PLANTS SHOWN ON THE PLAN IN THE AREA AVAILABLE._ WITHIN PLANTING BEDS, r 8. TREES SHALL BE LOCATED ENTIRELY ALLOWING FOR EASE OF MOWING AND EDGING. WHERE NO BEDS ARE z_ INDICATED, TREES SHALL BE INSTALLED WITHIN A CIRCULAR MULCH T RING THAT ENCOMPASSES THE DIAMETER OF THE PLANTING PIT AND ALL STAKES AND GUYS. 9. PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND BEDLINES SHALL BE MARKED FOR REVIEW BY LANDSCAPE ARCHITECT. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PLANTING. FAILURE TO N OBTAIN APPROVAL MAY RESULT IN RELOCATION OF THE PLANT o r z O MATERIALS BY THE CONTRACTOR PER THE LANDSCAPE ARCHITECT'S o0 o v INSTRUCTIONS AT NO COST TO OWNER, ARCHITECT, OR LANDSCAPE co m o CD Q ARCHITECT. 4 M m o o 00 OJ ��C�rNaO >, LLI 10. ALL LANDSCAPING SHALL BE INSTALLED PER PLAN, DETAILS, a2 N rn (9rn �, o v SPECIFICATIONS, AND APPROVED FIELD ADJUSTMENTS. FAILURE TO � - a� r; N 0) 2 u- PERFORM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT SHALL (D N ' o b 2 RESULT IN CORRECTIVE WORK AND MATERIAL REPLACEMENT AT NO ; = c� COST TO THE OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. o c C, ao � c E 0- E rJ 'U) O a ~ ¢ 3 11. ALL TREES AND SHRUBS SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 12. CONTRACTOR SHALL PROVIDE PLANTING SOIL MIX PER THE SPECIFICATIONS. 13. PRIMARY MULCH SHALL BE "FLORIMULCH" RECYCLED MELALEUCA. SECONDARY MULCH SHALL BE PINE NEEDLES, TO BE USED IN ALL BEDS OF MINIMA JASMINE. MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF 4" IN ALL PLANTING AREAS. FLAT, WOVEN POLYPROPYLENE 14. IF CONTRACTOR DISCOVERS ANY CONDITIONS HARMFUL TO PLANT HEAVY DUTY STRAP, 3/4" WIDE MATERIAL, CONTACT LANDSCAPE ARCHITECT IMMEDIATELY. 900 LB BREAK STRENGTH OR APPROVED EQUAL 15. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE MADE 2 PER TREE WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6'X3" DIA. HARDWOOD POLE 2 PER TREE, DRIVEN 3' INTO GROUND 16. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL NECESSARY PERMITS, UNLESS OTHERWISE SPECIFIED. TOP OF ROOTBALL 2" ABOVE FINISH GRADE 17. CONTRACTOR SHALL STRIP ALL EXISTING PLANT MATERIAL FROM 4" MULCH AREAS TO BE LANDSCAPED UNLESS OTHERWISE INDICATED. INSTALL NOT TOUCHING TRUNK FILL AS REQUIRED TO ESTABLISH FINISH GRADE, ALLOWING FOR SOD 6" SOIL SAUCER THICKNESS. FINISH GRADE 18. ANY EXISTING PLANT MATERIAL NOT INDICATED FOR REMOVAL THAT HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED. DAMAGED PLANTING SHALL BE REPLACED IF REMEDIAL METHODS CANNOT CORRECT DEFICIENCIES. ALL DEAD TREES AND PLANTS PLANTING PIT 3 X DIA. OF ROOTBALL SHALL BE REMOVED, THE CONTRACTOR SHALL PROVIDE ALL SUCH PLANTING SOIL WORK AND MATERIALS AT NO ADDITIONAL COST TO OWNER, ARCHITECT, EXISTING SOIL OR LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE THE FINAL AUTHORITY IN ASSESSING DAMAGE AND DETERMINING ROOTBALL CORRECTIVE ACTIONS. IF B&B, REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL 19. ALL PLANT MATERIALS, PLANTING SOIL, SOIL AMENDMENTS, FERTILIZER, STAKING, GUYING, FLAGGING, MULCH, AND SOD SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 20. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE CONSTRUCTION DOCUMENTS ARE INCOMPLETE WITHOUT THE WRITTEN TREE PLANTING DETAIL- UNDER XCAL. SPECIFICATIONS, PUBLISHED SEPARATELY. N.T.S. EQUAL O.C.O.C. D.C. 7)F 7)F TURF GRASS NOTES 1. CONTRACTOR SHALL FULLY SOD ALL PROJECT AREAS WITH THE INDICATED GRASSES AND IS RESPONSIBLE FOR ESTIMATING ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE WORK. 2. SEE SPECIFICATIONS FOR SOIL TESTING AND REPORTING m_ REQUIREMENTS. 3. SEE SPECIFICATIONS FOR SOIL AMENDMENTS AND FERTILIZERS. J TRIANGULATE SPACING OF PLANTS IN MASS PLANTINGS 4. SOD SHALL BE WEED, PEST, AND DISEASE FREE, INSTALLED WITH V Z 4" MULCH TIGHT JOINTS, AND ROLLED AT TIME OF INSTALLATION. O Z J W 5. CONTRACTOR SHALL SOD ALL AREAS DISTURBED BY ANY PROJECT -RELATED ACTIVITY WHATSOEVER AT NO ADDITIONAL COST TO M W W FINISH GRADE Q OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. D 0 DEPTH :LROOTO-TILL6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE F ROOTBALL CONSTRUCTION DOCUMENTS ARE INCOMPLETE WITHOUT THE WRITTEN O Q MINEIVEXISTING SPECIFICATIONS, PUBLISHED SEPARATELY. _j SOIL � Z J "O REVISION NOTES: Z ADDENDUM 1: O J = 1. FIVE EXISTING LITTLE GEM MAGNOLIAS NOW SHOWN AROUND THE RETENTION POND. _ 3 2. TWO LIVE OAKS IN THE R.O.W. EAST OF THE NEW a 5: = LIBRARY, PREVIOUSLY PLANNED FOR REMOVAL, ARE NOW TO a. Z GROUNDCOVER PLANTING DETAIL BE PRESERVED. TWO REPLACEMENT OAKS DELETED. W W LV O N.T.S. TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE LM 6 LAGERSTROEMIA X 'MUSKOGEE' / CRAPE MYRTLE LIGHT LAVENDER 15 GAL 3-5 TRUNKS, 1" EA 6`-8' TURF BOTANICAL NAME / COMMON NAME TYPE 1. - - - j PASPALUM NOTATUM `ARGENTINE` / BAHIA GRASS SOD Nz NU 3. ONE 8" HOLLY NOW SHOWN TO BE PRESERVED ON THE WEST SIDE OF THE SITE. 4. TWO PROPOSED DRAKE ELMS NEAR THE HOLLY NOW HAVE REVISED LOCATIONS DUE TO PROXIMITY TO THE HOLLY AND A DRAINAGE FEATURE. LANDSCAPE PLANTING PLAN 1 " = 20'-0" 0 10' 20' 60' Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: Ci C Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. c:� cA 545 2•rS-14 © 2014 HARVARD JOLLY, INC. L2.0 U E m 41 O a_ N cV Q) Ci -0 LL i c 0 v I a� v U N -n c 0 J N C 3 0 1 to C 7 V) C O U L v J U 7 1E S N I O O O O N E LL ai STAGiIN ;b AI"% EY I ST I N P R a«�-C,.fi. I s I £,..Wff[ 4,§ OS 1,,.ON 3 t :4 Lre£., 4 E0N, 15.0 14 _.. 111 BUTTERFLY GARDEN AREA IS AN ADDITIVE 1« «� •._._w. 1• -- I ALTERNATE IREP�l . �4 -j VV Y4" s 17.5 T 1 h M4� _ f i" , "' ,,' �" `' 1ai ```�.�, EXISTING 1h" I �'" �4^ �4 13 18.6 1>h'1 1" aa" a,4 I W3/4 f RECLAIMED � �2�, V'`" 1" 22.6 1 rJ ,. _"� � ASSEMBLY LM { ., T 192 fm (ERI 1 " z V FY) ;.4" 1 1 2 19.2 r �' BATTERY —OPERATED CONTROLLER IN VALVE BOX. MOUNT RAIN SENSOR 0 A 1 1- ✓+ . ate,.�� TO NEARBY POWER POLE. r gj4 R t x f .i. p• U" 11'2" 11 19.2 b4. I ► - (7f . �.S U a 1A"O .OY p 3 f {(p f` ^' t ..._,.. .� . -... ..._......,..,._.... �...,.. I I hA K I N7'STING FNICI - - t °„ E # Q i .. A f rr s• d` r° `` `3..sF •'" ° t a v�... .,, � .. i ^.a �", i;.s 7 ;s �R 1'�..x.,_................? 4 .. � ..... 3� R A . 5 . I = 1 /10 18.9 I' I 11 r� ,.m.. «,.... �_..,..»..._..._....,. t .,� f • 1 :r 5. rf"�+a- Eb`;t` -�' •tl'Y: r y f._.W_„v{ I - ..,' ° °Jt:e'F n / +1' J�•p -' ^'� E:^ [ f Z�`( I I `'..,.«P t e t •` ' qs°o •`• ,, '' 1 � S.;- � f t' F`` - / � _. I 11�z" $ I I � E € : t F 5 ZVV 9 22.4 r `°°'.».,,-..w.,.�� g,,.M,,,...:...«..�..._.«..ra^. �•r •. `'�: I� �s._.,_•m.. - 1} - - � � ; = R4 - I I 8 i 1" O �4^ • Q 1 11 I -y4" M4"- f 1" t 1 °4• 1 23.8 8 �.� .:. _ 1" �4 :4" V .y — 31" 1W NOTE: — M4• CONNECTION OF TREE BUBBLERS ON ZONES ASSIGNED TO SHRUB SPRAYS IS TEMPORARY ONLY, �} AND IS TO OCCUR ONLY IN THE ADDITIVE —ALTERNATE AREA. 12.7 17.4 / °tt ° x , a0t � � 10 10 I 1 1 I I I � t• � �4• ,PLM,L. LANDSCAPE IRRIGATION PLAN 1 " = 20'-0" 0 10' 20' 60' IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL PSI wil [N ® 9 ® RAIN BIRD 1806—NP 15 STRIP SERIES 30 EST LCS RCS CST SST ® ® ® ® RAIN BIRD 1806—NP 8 SERIES MPR 30 Q T H F 1�1 © n C RAIN BIRD 1806—NP 10 SERIES MPR 30 Q T H F E] El E ® ❑ RAIN BIRD 1806—NP 12 SERIES MPR 30 Q T H TO F 0 71 n r E RAIN BIRD 1806—NP 15 SERIES MPR 30 Q T H TO F 0 r] RAIN BIRD 1806—NP ADJ 30 6 18 ® 08HE—VANE 12HE—VAN RAIN BIRD 1806—NP ADJ 30 10HE—VAN ❑• 15HE—VAN A e G 0 A RAIN BIRD 1800—PA-8S—NP 15 STRIP SERIES 30 EST LCS RCS CST SST O O O O RAIN BIRD 1800—PA-8S—NP 8 SERIES MPR 30 Q T H F 0 e ® 0 RAIN BIRD 1800—PA-85—NP 12 SERIES MPR 30 Q T H TQ F QQ 08HE—VAN Q 12HE—VAN RAIN BIRD 1800—PA-8S—NP ADJ 30 Q 10HE—VAN Q 15HE—VAN A 6 C O A RAIN BIRD 1812—NP 15 STRIP SERIES 30 EST LCS RCS CST SST ® ® 09 RAIN BIRD 1812—NP 8 SERIES MPR 30 Q T H F ® ® ® O RAIN BIRD 1812—NP 10 SERIES MPR 30 Q T H F ® ® ® 00 RAIN BIRD 1812—NP 12 SERIES MPR 30 Q T H F 00 0 & RAIN BIRD 1812—NP ADJ 30 8 10 12 15 0 O Q RAIN BIRD 1806—NP 8 SERIES MPR 30 Q T H F 10 10 10 1EEo RAIN BIRD 1806—NP 10 SERIES MPR 30 TT Q 142 H 148 1401 1404 RAIN BIRD 1800-1400 FLOOD 20 ® RAIN BIRD 1806—NP 5 SERIES MPR 5H SYMBOL MANUFACTURER/MODEL RAIN BIRD PESBR MATCO—NORCA 513T © RAIN BIRD ESP8LXME—LXMMPED W/2 ESPLXMSM4 16—STATION ADD ALT��T RAIN BIRD TBOS-2CMUS AND TBOS—FTUS 2—STATION 0 RAIN BIRD RSD—CEx PEDESTAL —MOUNT RAIN SENSOR ADD ALTTO RAIN BIRD RSD—BEx POLE —MOUNT RAIN SENSOR IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 — — — — — — — — PIPE SLEEVE: PVC CLASS 200 SDR 21 Valve Callout Valve Number # #•Valve GPM #" Valve Size REVISION NOTES: v ADDENDUM 1: 1, TWO TREE BUBBLERS, ASSOCIATED PIPING AND SLEEVES DELETED IN THE R.O.W., EAST OF THE BUILDING, DUE TO DELETION OF NEW TREES AT THOSE LOCATIONS. 2. VALVE #14 FLOW REDUCED FROM 17 TO 15 GPM. 3. PIPE LAYOUT REVISED ON WEST SIDE OF SITE TO SUIT PRESERVED 8" HOLLY AND RELOCATED DRAKE ELMS. W m cq �J r CV O 0 o r- cr) cr) J • U0 U CO Q W LU If W LLI _ o Z Q U) Uz 0 Y W I— O J _z Q Ir 0 CV o T o o z O I— cj���oco Uj N r� 8 O U O r L9 ht � c6) N 0 O W U C9° a, 21 _6 N_ CD a-0 O > 4 p E a 0-0O TLL r (Z O J v M c MCD E U cq 5— LL W IQ 3 Q 3 u1 O Q 00 IJ U Z � — -� — Z w m � Q D U o v =) a: O c/) O J ♦~ _ w Z O - =oJF- CC Z (w / U =/QM (L W W LLj Z O N Z N U Comm. No: 12010.00 Date: 01 / 1 6/ 1 4 Drawn: Ci C Revised: A1 ADDENDUM 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. c 3 etx-" LA- 5 q q 2-1•%-114 © 2014 HARVARD JOLLY. INC. IR1.0 I I I I I IIp'I I I'. Ill-v i I I I I I I II 1 I1 I -_I I I IRRIGATION DETAILS PEDESTAL MOUNT IRRIGATION CONTROLLER ON CONCRETE 0 FOOTING. USE GALV. "J" BOLTS TO SECURE THE CONTROLLER TO THE PAD. GFI RECEPTACLE AND LOCKING SWITCH. 1" SCH. 40 CONDUIT WITH SWEEP ELL FOR 120 VOLT SOURCE. , m� CONCRETE BASE: _ 6" MIN. THICKNESS, EXTEND 6" BEYOND OUTSIDE DIMENSIONS ° OF ENCLOSURE WITH SLOPE FOR DRAINAGE!,.I I II i I I I II i II a. p d 14 GA. WIRES FROM FIELD. 1 1/2" PVC SCHEDULE 40 CONDUIT WITH LONG SWEEP ELL. ni 8 FT. COPPER GROUND I 6.. AS PER LOCAL CODE. PEDESTAL MOUNT CONTROLLER 1 " = 12" 32-8409.16-03 2" MINIMUM, 4" MAXIMUM 2" ABOVE FINISH BELOW TOP OF BOX. GRADE AT SHRUBS. 1OX15 RECTANGULAR VALVE BOX. 3/4" ABOVE FINISH REMOTE CONTROL VALVE, ONE PER BOX. GRADE AT LAWN. PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. W OUTLET PIPE SAME SIZE N Q AS VALVE, 24" MIN. 2„ III -III= � TO FIRST FITTING. L III=III-' o 45 DOWN AS W REQ. TO \ in N PIPE DEPTH. 1/X/ 00 ° c 000 " I I 000 00 0 INCREASE LATERAL O O O O LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. 6" THICK LAYER OF GRAVEL - SCHEDULE 80 RISER. MAIN LINE. ELECTRIC REMOTE CONTROL VALVE 1 1/2" = 12" 328406.13-01 uj cl 4r4 r SHRUB NOZZLE. ti I I THERMOPLASTIC 12" FENCE OR WALL. I CURB OR I WALK. o Q RISER UV RESISTANT 1/2" MALE NPT N I I HR TEADED ° I - RISER STRAIGHT OFF OF LATERAL a I WHERE OCCURS. III-III=III-III � J c� I 3 0 I I PVC THREAD THREAD W COUPLER. m PVC LATERAL KBI FR-500-4 LINE. 4" FLEX RISER. PVC SLIP SLIP I ( TEE. iv PVC SLIP THREAD ELL. NIPPLE AS REQUIRED. SH RU B SPRAY KBI FIXED RISER 3" = 12" 328403.23-01 I O O O O N ui a c 0 LZ RAIN SENSOR 3" = 1'-0" TURF POP UP HEAD. z_ 1/2" MARLEX STREET ELL. N BARB ELL X MIPT. 1/2" MARLEX STREET ELL. 77 RAIN SENSOR 3/4-INCH SCH 40 RISER EXTENSION (FIPT X MIPT) SECURED TO ENCLOSURE WITH SCH 40 NUT WIRE TO CONTROLLER CONTROLLER PEDESTAL NOTE: MOUNT SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, NOT IN PATH OF SPRINKLER SPRAY. 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS.- BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. m FOUR COMMON BRICK SUPPORTS. �f 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS I� - PVC MAIN LINE. SPECIFIED. SLIP/THREAD COUPLING. SCHEDULE 80 THREADED NIPPLE. BRONZE ISOLATION VALVE 328409.83-02 �o� 1 1/2- = 12" 328406.33-01 ° ° _ III -III -I 1I- II I I I II I II I II II I INSTALL ASSEMBLY I I=1 I=I I=1 I- =III=1 11=1 H1/2-ABOVE < FINISHED GRAD11-11�i,1�IIIII�IICI ICI III- °d. _ -III-III-I I III=1 I I -III �' III=1 I I=1 11= =1 I= III -I 111- m DO NOT USE SIDE INLET. -I I II II I II-1 8" 8" HIGH POP HEAD. TO CURB OR TO CURB 0 WALK. z_ 1/2" MARLEX STREET ELL. IR BARB ELL X MIPT. WALK. 12, TO WALL - ORFENCE. 1/2- MARLEX STREET ELL. I- PVC TEE (SXSXT) `-' OR ELL. 1/2" POLYETHYLENE FLEXIBLE LATERAL LINE. TUBING, LENGTH AS REQUIRED. (TURF SPRAY & STREAM BUBBLER ASSY. 3" = 12" 328403.13-02 PVC SLIP -THREAD ADAPTER. BUBBLER NOZZLE AS SPECIFIED. 3" ABOVE GRADE. WATER WELL AS PER III PLANTING DETAIL. -III=11 I- -I I I=1 1 1=1 1 1- ,,-FINISHED GRADE. BUBBLER ON FLEX HOSE RISER 3" = 12" 328403.53-01 LATERAL _J I t� LINE. u PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 'SHRUB SPRAY HIGHPOP WI FLEX ASSEMBLY 3" = 12" 328403.29-01 IRRIGATION NOTES �- W 1. IRRIGATION SYSTEM DESIGN REQUIREMENTS: 26 GPM ®A �(D r- MINIMUM OF 50 PSI AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE GPM AND PSI PRIOR TO INSTALLATION OF THE SYSTEM. 2. PLANNED SOURCE IS AN EXISTING RECLAIMED WATER O v 0 M ASSEMBLY AND METER ON THE MAIN SITE, AND AN EXISTING RECLAIMED WATER ASSEMBLY ON THE SECONDARY SITE ACROSS � w 8TH STREET. LOCATE EXISTING SYSTEM COMPONENTS, INCLUDING U MAINLINE, TO DETERMINE THE BEST POINTS OF CONNECTION. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS cn uj SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD uj w THAT CONDITIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN IN a THE DESIGN PROCESS. FOR EXAMPLE : OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH z PROPOSED TREES OR SHRUBS. I, . 4. PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS: I.E., UNDER BUILDINGS OR PAVEMENT, o OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. z THIS IS DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED IN OPEN, LANDSCAPE AREAS. w 5. IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT OF WAY" USE PERMITS. z I- < Q 6. PIPE SIZES SHALL CONFORM TO THOSE ON THE DRAWINGS. SUBSTITUTING WITH SMALLER PIPE SIZES WILL NOT BE PERMITTED. o 7. MAINLINE IS TO BE INSTALLED WITH A MINIMUM OF 24" N DEPTH OF COVER. LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 12" DEPTH OF COVER. o o 8. UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE O O c ,� o p-PVC 'D CLASS 200 AND TWO (2) NOMINAL SIZES LARGER THAN co I` M N F- � r d1 r� CD o 0 � O U J THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FORA "t'L - N o , w 2" PIPE SHALL BE 3". NO IRRIGATION SLEEVE SHALL BE a, N rn c`oo rn m o � U SMALLER THAN 2". 2 N .= o -222 c0 °' `m 0 > o a c 0 o co Z 9. WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS > °, cB m Q o = AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES AND WIRE , -' ° a E U w SPLICES SHALL BE INSTALLED IN VALVE BOXES. U- U- O 0- cn 1 3 0 10. REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND DESIGNED FLOW RATE FOR EACH REMOTE CONTROL VALVE. 11. ALL 24 VOLT CONTROL CABLE TO BE UL LISTED, SINGLE STRAND, TYPE OF 600 VOLT CONTROL CABLE. SIZE AND COLOR AS FOLLOWS: COMMON WIRES - SIZE AWG #12 OR LARGER AND WHITE IN COLOR. HOT WIRES - SIZE AWG #14 OR LARGER AND RED IN COLOR. SPARE WIRES - SIZE AWG #14 OR LARGER AND BLUE IN COLOR. 12. ALL SPLICES TO THE 24 VOLT CONTROL WIRING SHALL BE MADE WITH RAIN BIRD #DBTWC 24-600 VOLT, DIRECT BURY SPLICE KITS. 13. ALL CONTROL VALVE WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS AND PLACED ALONG THE SIDE OF THE MAINLINE PIPE. 14. ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FLUSH TO GRADE. MOUNT ALL SPRINKLERS ON FLEXIBLE CONNECTIONS AS FOLLOWS: 1/2" INLET SPRAY HEADS FLEXIBLE PIPE 3/4" INLET ROTOR HEADS PVC SWING JOINT 15. INSTALL HEADS 12" OFFSET FROM WALLS AND 8" OFFSET FROM PAVING EDGES. INSTALL CONCRETE DONUTS AT HEADS CLOSE TO DRIVING SURFACES. 16. LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 17. EXACT CONTROLLER LOCATION(S) SHALL BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. UNLESS OTHERWISE STATED, THE GENERAL CONTRACTOR SHALL PROVIDE 110 VOLT POWER TO THE CONTROLLER LOCATION(S). THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION FROM THE POWER SOURCE TO THE CONTROLLER(S). 18. AT EACH IRRIGATION CONTROLLER, INSTALL A "SECONDARY SURGE ARRESTER" TO THE INCOMING (120 VOLT) POWER SUPPLY Q (INTERMATIC #AG2401 OR EQUAL). 19. AT THE CONTROLLER, INSTALL A SUPPLEMENTARY EARTH m GROUND GRID WITH A MINIMUM OF TWO 4"X96" GROUNDING PLATES. TEST THE RESISTANCE TO EARTH PER NFPA STANDARD #780. AN ACCEPTABLE EARTH GROUND SHOULD HAVE 15 OHMS CIO OR LESS RESISTANCE. USE MORE PLATES OR GROUNDING RODS U Z AS NEEDED TO ACHIEVE THE DESIRED RESISTANCE READING. O Z W 20. THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER DETAILING THE ACTUAL MJ W Q INSTALLATION OF THE IRRIGATION SYSTEM. THE AS -BUILT V Q DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, V WIRE SPLICES, SLEEVES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM PERMANENT FEATURES (BUILDINGS, EDGE O 0 OF PAVEMENT, POWER POLES, FIRE HYDRANTS, ETC.). INCLUDE DEPTH OF COVER ON MAINLINE AND SLEEVES. J LL Z J O 21. NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT Z C6 THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. = J IRRIGATION CONTRACTOR TO PROVIDE SUBMITTALS TO THE O J OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. cr 22. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHER WISE ~ 01 DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER = Z RECOMMENDATIONS AND LOCAL CODE. 1 1 W WMANUFACTURER'S 0 23. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NN Z N 0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: Ci C Revised: TO THE BEST OF NY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2014 HARVARD JOLLY, INC. IR2.0 —] I-- r I - __ k DING CODE- 201 D EDM-DN OF FLORIDA BLDG. CODE - EC IA!_ INS PE 0-1 iO N R EQ U IR Et -,?I EN IS � NO -f-I OT CLAISSiF IED AS A THR ESHOL D BU IL D I.."i G S)GN VVIND LOADif*-4G CRITERik DESIGN' FOR THE !,�AXIM.-UM.- FORCES. (JNC,-'_UDi,`4G UPLiFT�;, REC-101RED BY THE 201-0 EDI-NOIN OF THE FiLtDRiDA B011-DING C-uDE. DESIGN WIND i-OADII-4G IN ACCORDA-NCE WITH ASCE 74-10, B SE AS 'WIND SPEED= 1 7 M PH 2� BUILDING OCCU:PANCY RISK CATEGORY - il 3 EXPOSURE ,SURFA(_�E ROUGHNESS CATEGORY'i 4 BIALOING ENGI_OSURE CATEGORY = (ENCLOSED) (GCp� 0 18� AVITY DESIGN �_OADS DEAD LOADS* R 0, 0 F S'TPUCT;jRE: 25 PSF LIVE LOADS R 0 01 F MIN = 2D PSF ROOFUP1_fFT BASED UPON- ASCE7-1i) -REFER TO NETUPLIFT DfAGTW;l H IS BUILDIIN� G STR 1-11,_.TUR E IS DESIGN ED AS INOIN -5 ELF SU PP ORTINGISTEE L FRAM. E TR:I�CTURE. THE GENERA:-CONTRAC TOR SUBCONTRACTOR SHALL PROVIDE ALI ENP.PORARY HPACING AS REQUIPED TO MAINTAtN STRUCTURAL STABMI Y 01- AL: TR�; C-TU RAL ELEME NT S �t-NC-L IJO I-NG. SU T NOT L IM IT ED T 0 - STEEL FRAI,-IiNG, "ALL. S, BEA�MS: ,Q I_ U -M. NS c E TC � UN T i! SU CH T I M F AS Al L ST EEL FRAII E TO WALL ('0 N'N'F CTIO N S AND N'ETAL ECK TO 1.1V.ALl_ DIAPHRAGM GO NNECTIONS APE UUMPLETED I 'E CONTRAC I D 0 p HE GO H TOR SHALL CAREFULLY ST;.DYM I C, IMPA ET ,,TRACIT -Y SH DO DF DOCUM E II I HE ALL BE RESPONSIBLE FOR THE FIELD CC RMNATION 11 ARCHITECTtiRAL STR�jCTURAL, CIVIL,M.ECHA'NICAL A.-'-,,'D ELECTRICAL TRADES, INCL;jDtNG DETM_ AND DUN! ENSIONS. AN"Y DISCREPANCIES BETWEEN DRAWINGS THFATTENTI IN' jF X DETAILS.. DIMENSIWNS. ETC.. SHALL HE BROUGHT TO 0 0 THE T -,IIEDIATELY: PON DiSCOVERYANDIPPIORI CC1,-11;'ME,11'-G:-N1G ARCH: ECT M1 CONISTRUCTION OF THE AFFECTEDAREA DO NOTSCALEDRAV%IINGS FOR DIIiFNSfONS X, 0 HITECTURAL DRAWINGS FOR DIMENSIONS NCT NOT PROVIDED. REFER 3, THE ARCr PROVIDEPON THE STRUCTURAL DRAWINGS Cr ';CTUPA: DRAWI.-1,,,GS IS, :N, ITSELF -�TAI,' I T�,E iNFORMAT.,Cr,, D.1 NED 1�� THE SIR� A -HALL BE k3SED IN- CONJUNCTION WITHAL-L CONTRACT DOCUMENTS, INCOMPLETE AND S 'I IN, C-11 U D ING TH E 'AIR ITT EN SPE CJF ICAT ION.. IFS�:EDtN CONJuNGTtON',1VfTHT-_E 0 AII G I ALL. REFER.EN ',;ED CON ST RU CTIO N MATE IA 8 �ST 13T E k _iZS AN D _R L II, OR N SPECIFICATIONS, STANDARD PRACTICES. CODES, ETU�� ASSOCIATIO' -I( ..':xATED IN THE STRUCTURAL CONTRACT D,:;CU�.,.ENT�-- ARE Tt_­� BE SPECIV -ATiOt4s 1, ',ER-DMIN% -IACCEPTAB�FCRITFRiAA Dr,,�.-AYBESU S I D . F 1;1.: 111,, N PERSEDED BY 1-,�.-ORE 'GE NT CRITERIA R�- LIU iR ELI AS A PART OF THEARCHITE AL T A STRIN C-TUR CON R CT 'WA x EiCC ENTS_ NS AND DETAILS ON THE OPAVVff-l' ,10 Nr k; L SECTION GS ARE INTE.' - ED TO BE TYPICAL A' D SH, W -TAILS Az APPLY AT ALL S IM ILAR LO CATIO!,. FIF -fCA:: Y REFERENCED SPECIF HE f ONT ACT,,. -4 THE OPINIO-N Of I- p 11R W H I- P I-. I.1 .FOP IS ;jN ' EAR, A- i' M1,ATiOt X -�FORIe! 1-;OT PROVIDED x B, I! -ATION IS' . c THERE IS A CiDNFLICT BET1y',,1EEt,,1 THE DRWOVIN'GSAND THE SPEC IF iCATiON x D. THFRE IS A CONF; ICT WITHIN THE DRAWINGS 'F: ICT '.JN THE E_ THERE IS A Cot,; VVMH SPECIFiCAT�ONS G 0 -R IJAI_tTYAND:0R GREATER i1iIJANTiTYOF THE CONFLECTIN _FTIONS T�!E�:Ii_�H , u X S 8 T�4.F SHALLGOVERN. lh-3MEDIATELY AFTER THE 01,SCOvEPYOF SUCH _ffu N X A -ONTACT THE ARCH iTECT.�ENGINEER FOR GIJ IDA:NCE. THE CONTR CTOP SHA;-L;.-- ION OF 'HE DOCLUENTS IN SITUATIONS (:)I- CONF: ICT, INTERPRETAI THE ARCH. fTECTURAIL DRAVVINGS FOR FV-1ISHED FLO(JR ELEVATIONS. SLOPE�c x REFER TL OF F R AN 0 1 -0 CAT 10 N' It J PR S S F D AR EA S CO �0 PAR I- W I T H ST 0 C TU. Al- PLANS AN D ETAJLS AN e Ic D REPORT ANY DiSGREPAW;IES 0 THE ARC4ITECT.z:,Rt")R TO A R AT!oN DE OR i.N'STALLATION UF STRUIU-TURAL WORK� 'Kt,� HTHE2t 3EDfTI AL.:_!,,,1ATERIAi_SAN'DWOR A\ IPSH.A�-LBEi�4AC'COP.L)ANCF-W�'T- 0 -)Rt' IG COD-F AND THE WRTFTEt�- SPECIFICATIO."; BOOKA ET ISSU-IFT) OF -".'FF:_k DABUILDR X. kvVITH THE D-RAWI.-N;GS. x SITE iSTH.'ESOLE PESSPONS:Bi_:1TY OF THE GONITRA'STOR NEMI.ER THE ARCH.IiTECT NOR THE G(-.[. -)Up STRUCTURAL E-N(_AN'-EI;. S�-iAL; BE HELD LIABLE FOR A NC X DE P., _iViSIONS CONSTRUCTION' O� 'HE PRDJECT THESE Du-C:­',�IENTS DO NOT NIS THE CONTRACFOR ISSO: E: Y RESPONS;B: E FOR -3 Lz -YSAFETYREU IR_fv'.E:i I -ATISF ENSz-IRI�iG CONFOR�-,ANCE WITH A;-', OSHASTANDARDS. VISITSBYTHE 'ARCO' S. HAZ _.-S CC OtTID1 DFT� -.TJ N E RESP_ -'SISI: ITY OF THE -ONTRACTDP Ti_ -R1,..j1I.NE FRE( IT IS THE SO.' P W�, N' PROCEDIJ E. MEA, �ETHODSAND SEt _E OF IT IS THE SCLE '�Sfflk ITN OF THE THE TRUC-RIRAL STABt:-ITY OF E' P' S P -11 -HE BUILDING A-,;II:T'S Cor,�'..PONENT PARTS DURING ALLPHALSE'S OF CONSTRUCTION -IS INICLU DES, BUT IS NOT Urvi. fTEO T T-iEAD MON' F A! YNEr"E, RARY Ti� 0 i DI C) t� sc R RAR ED 0' N G N NIG.TJE DOWNS. ETC. THAI MAYBEP AR RYBPACI� -GUYr.-';.SL G C0`-i S I R �j CT 10 N, IN C IL U D I G "All I D. TO RESIST FORCES APPLIED OUR;% GO S HAI L E X E R C-I S E SU C H E A U R ES A S A R E R E0 UI:R E D T 0 P R C, T E T :.10. T NTRAC.-TOR 'OPERTY STRUCT:;PES_ FACI� MFF_'ANPUTI� T EzS.Fz:z-0t- D.IVY�AGE DURING AD,30iN'ING PR X -ON S CONTRACTOP -)VEMFYA:; DIW.EtIslii-�Nc 4OR Pp T THE GEN�RI S H AL: FIELE THE NCO'!,.-;TkAC71 ORSHA:_� �;IONS e;ING C0f..i1_1 BEG If D it 1 E!". E::M 'S V-,1 TH. TH E AR; MID, ELE,,iATIOIN T J R A 0 R A1,N';,N G s. X 1. X X F )P A �RDESIGN NO .2. 1 CONSTR UCTI-N" OF ALL ECESSAR.Y F0Pf,.11,AI SHOR, ING. RESHOR iNG AND 4,x H IS RE, -1 Tf L ox U11.`DE:RPfN1.-1.'INu_ fiH.IC- 0 L.' I R E I, j -S)IVF EL Y C 0.!'.i cl T I � U C I S xU',.T IRE. THE QTR -N'S ii, E F OR ANY OMY! AGE CAU6 ED � Y INST, L't-ATIOI..' 01: CW -AC-TORISRFSPON-If 5 IHf_ A I X 'NING. THEDESliGNOFANY E UIR 1� ANY TEMP.ORARY SH;jRING AND1,'OR'..14DERPIN E rX. -R NG RESHO-RiNG UNDERP�NNI.NC,. 177(­� Si -ALL BF PROVIDED BY A FORMWO'l K.SHORt OX PROFESSIONA: E:NGINEER C��R-PENT:_Y REG1,STEREC. IN THE STATE C4: FLORIDA URI%: FNGINFFR.:�4M j�A,1HCSC- TRAINW;G AND PRACTICF FXPERIFIN(�E IS STRI)CTt -Sli --ULATM--oS AND ERECTION DPAVVING OPOHICH SHA:-L SEAR SEAL, DE _N* CAD-' SlGNATU RE A�,,ID 'HE DATLE, SH.ALL BE SUB�,-MTED TO IHE ARCiifl ECT AND R E S P 0 N S I B LE 6 U 11- DIN G ALI T H 0 R I I Y. .33. THE CQ.`-iTRACTOR HASTHE FIJI T. RESPONSIBli- ITY FCjR PRC'� D ANYA A NIG A N1 D L: TM 'Y! SH AND U R I N. 6 G 0 ST R U c I 10 R E N ING,,VALLS it- AN 8 AL L SE BRACED Pk 0 R f 0 RA IC 0;_: F% IN G A L G 0 P A C T 1 N G A N D B A C K F I L I N G 0 P E AT ox OF A* FIR T .14. NO NIODIFICATION -,;YSTR-'jC.TUPA:-��!.El-e.-EEF(SHAL:-E.EPERt�'.ITTE�,)V�ITHCJ'jT- S OBTA;.1AF-,,G NOTiFICIV-10t.� IN VVRTIN,-'� f:t­'�UNiTHE STRUCT'iRfivL ENG:�_�IEER THAT SUCH. �X N0D;F [CAT K. N IS PE T-i IS IN, C:_UDES AN Y M.C. D 1FICATtC'-.N "WH ICH M.-AY `z- E CT TH 7 ­TR EN G-1 ADVFRSE�Y A- 54 'i CF THE DRAWINGS APE AN AID F�jR FIELD PLACE,�.AEI,,iT AND ARE SUPERSEDED 5YTHE '�T RUCTURAL 15:-�tAININ"GS, IT SHAL:i_ BE T.'-.F RESPONSIBILITY OF THE CO2.114T RACTOR TO M.AKI- �,-,ERTA.fl'-,; THAT ALL CONSTRUCTION iS IIN FULL AGREEI;AENT VViTH THE LAT EST STPUCT;jI-,,AI_ i-_)RA`vhAf--IiGS. REVIEW OF -SHOP FABRICATION M�O ERECTION URAVqP%�GS BY THE ARc:­f!TEcT AN[ :"iii i8TRUCTURAL EIV-DiNEER IS OF REVISIONS, INTERPRETATIONREQUESTS FOR VERIFICATION MAJOR :iAROVE AND, 1N ADDITION TO REVIE1I FoR DETAIL DESIGN AND OiNtFNSIONS :.-;VE REVIEWVVILL NOT COVER OR DETAIIL DESiGN' REQUIREME�NT.S. SUCH As :_F,1,IGTHS 01uAN ET�- THIS R FVIEWN EITHER -OARANTEES THAT THE SHOP E i'; R F NOR INFERS THA r IH;- SHOP� DRAV�1!1,;GLZ SUPERSEDE THE STR-UCTURAIL _Q... --..JRA'A1INGS. A:;E i­,EVIEVV`1A1ILL'.',:-_­-T U.'-�ITIL ALLOF THE PE SATIS�iED� X 1. S. 1,M-FAI _;iBLF .I PAPERSUE SUB. I LS SHA; L IN"'; :DE ONE SET OF PEPRODM, -8 & TVY0 SETS, -_ F PP:NTS FOR RIEvIEW AND FI:_ F IN A.E OFFICE THE PFP:R;`1, DiDCla-ES INiLL BE NIA.RKEO T.' DICATE ANY I OTED DISCREPAI, AND�O,P �RRO��S, HE R PR 0 D: C I B: ES 1W I I I T H E '-,1 8 F R E T U R I.1 ED TO THF CONTRACTOR FOR PSRIN-'T�-..'-G OF THE ';BP IC SLIC ELEC'TRI-0­11 MI IT: AL S. HA�_: 11,41 C'L [I E 0 N E F P; _.'IN C.Q.-MPLETE SET U -_- 'TS FOR PHYSiCAL REv'IEVvI AiJD FILE IN* EI4�31.%;EER'S OFFICE-� IT IS THE RE�SP0--'.,,SIBiLIT'Y uF THE FNGI:',iFER -1 0 BARE T`HF COST O�:_ PRINTING _TP COP�LS OF SHOP ORAWINGS FOR PHYSICAL RE'VIF_*v1V ELECTRONIC -ILSAIILL RN D -Er -IC BE RED-; I,'., -E; ECTRQN AL-�YVVIT` BE PEI -I. -LIzC � N;CA� LY T N 'R F( TI? N E TRO 0 T ii. E C0 - I P A C�T 0 _'R DIST.,,. 1b:_; ONTOTHEOVV R. C NTR 01 ACTOR. SUB,CO.N; RACTORS. ETC. NOTE WILL BE RETURNED TO C-NTRACT-3RV`v"THOuT ANY BE REJECTED AJ :PLIA BE REQUCSTED AND NO FLiP.T HE.;-( F V I A C -M I N T S U B x i ACTION WILL35E TAKEi4:_:N_'IL A PROPER SUBM.ITTAL IS RECEIVED L_x. NOTE A.',Y DE:_AYS CAUSEf'� BY i�-,-IPROPER SUf_if,1ITTA:_S BE THE 50:-E R�ESPONSfBti­;TY OF THE CCINTRACTOR. G' -,'-OT BE PREPARED UTILIZING REPROD­:jCT1,c)t%;S OF THE SHOPDRAWIIN' SSHALL� CON TRACT DO 0. ENTS 0 Vv I L z R E ,iI B09' A.' REQUIRE RESUBMITTA: SUE -fT f ED DR --UST NOT PWDGRESS L RPlT SI-I-1 -I -.-ED to'. AVV f: It j S BE CO M. PLE I E. F L IAV%i�N GS N11 U ST H1. AVE BE EN CH ECKED. AFPP ROVED. _DATE-D. P�,D N ITIAL ED BY BOT H THE ',3ETALEPN AN D T.-'. E: Pt RSON IN RE�;'PON SIB�t HARGE Oc FINAt- PEVfE'yN`A.ND 1:7 _S�l APPROVAL OF THE SHOP DRAkAANGS *-.� THE FABRICATORS OFF.'CE- a- W V) E (D 4- THE 1CO.NTRACTOR, SHALL HAVE REVIEWED A,JiD APPROVED THE Si-�OP DRAVVH-4GS PRIOR TO SI-IBMITTING FOR A,-"E REVIEM THE PROJECTI fv'�MNAGER SHALL INDICATE I-EITHF _R BY COVER LETTER OR BY WRITTE.-N STATE!`,,�! ENT ON' EACH SH FIET OF DRAWINGS, SOE?k'ITTED) FOLLOVIIING -NOTE-_ "THESE SHOPDRAVVINt-3SAND ALLVVCRKTO8E PERFCIRMED MEETOR. EXCEED THE REQUIREI,�`IENTS OF TH E CON TRACT DOCU-M.ENTS UN ALLRESPECTS". THIS STATEMENT SHAI�� BE S!GNEO AND DATED BY THE PROJECT MANAGER. 5. SUBMITTALS SHA:_:_ PROVIDE FOR AT LEAST FOURTEEN (14.� W-L-�RKINi--i F_�AYS IN THE ENG1,1NEERS OFFICE FOR PEVIFkN FOt.-rxTEEN DAY CLf�CK WILL NOT START UNTIL RECEIPT 3DF PROPER SUBMITTAL PHASEV SUe-',!.IFTAi_S AI-40 SM.A:-LER PACKAGES ARE �;*ORF EASILYAND Q:1:ICK_:YRFTURi`,-ED. 6 NOTE THAT T�-E CONTPACTOR'S �OR SUB -CON 1-1 RACTOR'S) FAILORE TO S:1;BN')fF SH.OP DPAWIN G S IN A TI ELY MANit-,ER I1'P RO VID 1 NG F 0 R TH E P E0:1 IP E D RE VIEVV TIM. z IN TH, I - NOT CON ST ITUT E At-,; EMER GEN i-.'Y AN, D AN, IMM EDIATE UNRELIEVED BY R*EV�EVV OF SHOP DRA'AfINGS AND DOCU:M.ENTS. FOP� D:'e,,1.ENS!ONS-1 W�,'OTHER TRADES-, FA_6RICATtO!N' PROCESSES. CONSTRI_H` jI(-.N TECHNIOUES. SAFETY CONDITIONS. AND FULFI; L1i,,N4G DFTAILREt_-!UIREf,,1ENTS OFTH.EiR GENERAL SPREAD FOOTING FOUNDATION NOTES: MAXIN,`!Uki DESIGN zOOTfNG-;SOiL CONTACT PRESSURE � 2500 PSF P:jRS:;1;ANT T GFOTF­HNj,,'_A� 'ESTIGATION AND REPORT NO. L7t DATED ��,.20.13_ u V AS PREPARED BY APEHNA E-NGGINEER:*1JG. IN'C.. OF IAM.PA.. FLORIDA. THE GEOTECHN'ICAL REPORT CONTAJNS SM� BORI*,JiG LDGS. FOUHNOATION DESIGN PECO1v`t1v"ENDATI0%-1SA�,;D SPECIFIC REQUIRED SIT E PREPARATION AND SI T EkVORK THE GENERA;_ CONTRACTOR S:IA1--: REFER TO THE REPORT FOR STRICT 141TEINORK I.NSTRUCTIONSAND P-ROCEDURES WHICH ARE REQU�RED ASA PART OF THE CONSTRUCTION, 2- ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED IN STRICT CONFOR_h�,ANCE WITH THE GECCIT ECHNIC*A� REPORT PREPARED FOP THE PROJECT� IN NO INSTANCE SHALL F !I-:- MATEPtAL BE PL.Af-EDAND COMPACTED INDIVIDUAL LIFT DEPTHS EXCEEDING I2:-11,GLfES UNLESS SPEC IF K-ALLY DIRECTED TO DO SO IN W-RITING BYTHEPRO,;ECTGEOTEC;i-.'�-ifCA:- ENGINEER- :N NO INSTANCE SHALL FiLL MATERIALAND NATURAL SUBGRADE,,.ATEMAL �UPON WHICH FOUNDATIO",,IS A',J;D.1`OR SLASS ON GRADE ARE TO BE SUPPORTED) BE GO-NIPACTED TO A CRUFF-PIALESS THA' 91Y)�z- OF &�ODIFIED PROCTOR MA-MV.-Lif,: DRY DENSITY U'NLESS SPECIFICALLY DIRECTED TO DO SO iN­PQtRITiNG BY T�117 PROJECT G E- -D T E c-',-.N I CA L E N G I N E- E R 3. A:-:- POURED IN PLACE CONCRETE SHALL HAVE THE FOLLOWING ?,AINMiI 289AY ULTIMATE CCiiMPRESSWE STRENGTW A- B -fc = 4000 PSI: C. SEA-MiS - ft � 4CM? PSL 4- T H E 0 WN E R SH AL L R ETAi N' AN I N D E P E IN 0 E-11,; T I E S T ING LAB 0 RAT 0 R Y TO PE R'F: () R 11M T H. I - FOLLOWING TESTSi A. ONE DEN'SITY TEST FOR EACH 150,11 SCIUARE FEET OF COINWACTED Sk;BGRADE OR C 0 IV P AC T E D E I LL. b � ONE DEN S iT Y TEST- AT EACH C OLUMN F cl 0 -1 I!NG C. ONE DENC,17f TEST FOR EACH 25 FEET OF WALL FOOTtt�,'-G_ D. SEE CAST IN; PLAGE C-DNGRETE NOTES FOR CONCRETE TESTING REQU:REMci`-1�TS_ ON,'E COPY OF ALL TEST REPORT RESULTS SHALL BE SENT DIRECTLYTO THE ARCHITECT, STRUCTURA�i_ ENGINEER. GEOTECHNRCAL ENGINEER AND GENERM-CONTRACTOR AL! R17771IN"FORICtNG BAR SHALL BE GRADE fy - �i(f IKSIAND SHALL MEET ASTM A-6 15 (S 1). Ai-1- Fi_M4DATI,'_'­% REB!z�R LAP�; SHALL BE AS S;_,.Hf_DU: ED ON, THE DRAWINGS �OR, THE SPECIFIC STR;,.:C.T;,.:RA;- E_:E.,M.EN.T Af.jn STRENGTH OF CONCRETE TO BE POuRED 7. PROVIDECOP.NiER EARS TO tv".-ATCH SIZE A -ND COUNT OF FOUNDATIO.N LoNGM_IDINAIL BARS. 8- TO THE 2010 EDITION OF THE FLORMA BUILDING CODE- 9. THE C'OI!4TRACTOR SHALL FIELD VERIFY ALL DI"v!ENSIONS PRiCIR TO BEGINNIiNG FOUNDATION 1 -3. UNLESS SPECIFICALLY OFTAI:LED OTHERVASE, FOUNDATiONS SHALL BE: OCATF-D AT THE CENT EP OF W?81ILS A-NL?1:0R LUM!,N SVVH ICH T H EY SUPPOR T T`__1LEPM-,*CE F() R TH E ACCEPTABILITY OF P,_ACEI-,P.FNT OF- FMVJDATIONS. ANCHOR. BO:_TS� COI-UMN DOWELS. BUILDING CODES PROVISION's- I - R M. LY C 1. WHEN LAYING OUT UNIFU SPACED REINFORCING DOWE:-S, FIRST OCATE DO-WE:_S SPECIFIECIAT"WINDOW OP�_-NINGS, D-DOR OPEN;NGS. ENDS OF WAL:-S, Ci'�L.IJMNS, Pt: -AST FRS ETC., THE N LO CATE Til. E D OWEI-S IN RHETWEE N 9T I HE SPECIF IED, �,;'�-AXIMU ty'. UNIFORI.M. SPAC-ING. 12 1 HE 0ONTRACTOR SHALL EXERCISESUCH M.EASURES AS A. -RE REQUIRED TO PPOTEE CT ALL ADJOf'Ni.-\IG BUILDINGS ` STRUCTURES. FOUNDATJOf,,,*S. FACILITIES AND UT;:_ff fFS FROM 30STAJ.,NING DAMAGEVVI-cICH (,-0,U:L,,D RESUIT VVORK DO.NE UIiDER 1 3, THE CONTRACTOR SHALL PROVIDE S:jCL4. FOUNDATION- STEPSAS ARE NEGESZSA,-ZYTO PERM-:. ALL BEL OW GRADE P [Pi-NG TO PASS THR DU GH THE 8C.) TTO M OF THE 0- N GRAL?�:: AND THE TOP OF THE FOUNDIATJO�.j PRE FE RAB:- Y., T-i ER�- �;HO U, bt A AN D T H E T"o r, 0 F T H. F F -0: ' WDATION BEI-QW. SEE TYPICAL STEPPED FOOTING DE-TA11- IN 01"ViDUAL CU: U M;N IF'-, U'N DAT IONS SH OULD BE i --i-I'VVERED TO A�_CO kltvl.:_�DA I - E PLUNIBING. 7 , THE --_'ONTRAC�t`-�'R SHA:-:- REVIEW SITIJATI;_.�NS VVM4. T-'F STRUi-'THRA..., �NGINEER ANU--:OORDtNATEV0T- SUBS AND �,l AT E R. I AL S U P P,:- I E RS � D U R IN 16 T H E CON �S T R U CT ION P HA S SO F E XCAV AT 10 N b AC K F I ILLIN G Aj-,1 D FO U N DATIO f"I C ON S T R Z2 C T 10 N.. A 3 0 IL S T E ST � "I G L A 13 0 R A T 0 R Y -S H A L L B E R E I A 1!N ED 8 Y T E 0 VO I E R T PR �', V 10 E JC 0 NST � Z � � G T 10 N RE V I- W 10 1 R E C 0 N,.- R: - tANCEVVfTHTi­4,E CONSTRUCTION DOCUYENTS. TH.E A:RCHITECT SHALL BE 1�,,')MEDIATE� Y NOTIFIED OF A!,,;Y OBSERVED ARE A1VARIANCE 1,JVTTH THE FIE-DSONDITION S !INDICATED WITHIN Tii,F PRO3ECTGEOTE.(_;L­!NfCA1_ REPORT UNLESS T.-E bVvINER SPECtFICAI: - Y PROHIBITS THE -USE -3-F EART�-.' FOR�,IS. T-HE VERTImCAL FACES OF F-DU-NIDATIO-NiS MAY BE EARTH F0-R1r,,.-ED IF T-HE EXCAVATIONCAN BE KEPT VERTICAL, CLEAN A�NU STABLE AND IF OVERAU_ FOOTING V;;?�DTH IS INCREA'_�ED BY 2 !NC-A.E�� 01--, EAC"'. SIDE (2' INCHES TOTAL'- 0'-THEMOAASE VERTICAL SIDE FORh."NVi-�RK -MLPST BE PROVIDED TI HE CONTRACTOR'S CA;_:TiO NED It HAT EXCAVATION'S ADJACENT T 0 OR::N-DER EXISTIN: NEW: YCONSTPUCTEILI FOLiNDATIOIiS SHALL NiDT BE PERMliTTEDAND THAT THE C, T 0 F REPAIRING ANY DAMAGE M D.fOR SETTLEMEtNT RESU I-TfNG FRO!v. EXCAVATIO%_17.� IMLL BE HiS.'HER CAST IN PLACE CONCRETE N07ES: �AST IN P1_ Ak�t CO3-,G'RZF TEV`j0 RK IN CLU DE S RE;NFO G ST EEL AN 0 �E --.I I- D'VVOP K SHOWN INCLUDING SETTING ANCHOR' BOLTS. PLATES. FRAME,'_S. DOWELS FOR MASONRY OR OTHER iTENIS F.M.BEDDED IN CONCRETE. 2� CONCRETE WORK SHALL CONFOPM TOI THE 0 F THE FO; LOV%�NG CODES AND STANDAIRDS tLATEST EDIT IONS_ A. ACI '1 1 -STA!,:-DA�,r) TO:-ERA,.f-'ES FOR CONSTR.UCTIO,,%� AND N"Art4iALS' B_ A.C.1 2132-IR ':1;SE ()F ROVV OR PROCESSED NATURAL POZZOLANS CONCPET F" OR AICI 232,2R ";�SE CF FLY ASH ff,,i CON;�PETE` OR ACt 233R'GRQ:1,ND GRA,il-ILATED SLAST F:IRNAGE SLAG�'CE��-E�,IT If,,; AN-D M.L�RTAR C ACI 301 ^6PECIi�HUATfO.NS FOR STRUCTURAL GO.N'CRETE FOR BUfi,Dft-iG��` D. ACI iG2 'GUIDE FOR C-ONCRETE FD-�;_�:;,_AJNDI AB CO�JISTR: T 0 E AC-f '3 04 'R ECO N1. W. END E 1) FIR AG T! C E F OR. I%,! EA S U R1 NG W I XIN (�. I R AN'6 P 0 R T IN C 'Al-i'D PLACING CONCRETE" F. ACI 3(X�2R PLACING i-ONCRETE BY PUMPING iIAETHOLDS G. ACI 305IR "RECOMMENDED PRACTICE FOR HOT WEATHER Cf_iNCRETP1:",-j` H ACi "R F-COMNIi FN DED PPACT;k-,� FOR GO; ';D VVEATHER COINCIRFTING" i. AC-f'305 'STANDARD PRACTICE FOR CURINIG CONCRETE" J. ACt 3�1�$R:'GUIDEFORCONSf:); IDAFION'19F GO�.3CRIETE` K, A0 311 `PE(3-k!1i,1ENDED PRACTIC - E FOR GO -NI CR ET E INSPECTIO: .71 D E TA I L;E� A -ND D E T A c, 1 N G 0 F C 0 Nz C R E T E R E IN FO P E M E N I ` ACI31' N A 1341 0 'eC 'I C f 7 - CNj-'P Af­ -E - PARTS I THRU 5 iASAPPPOPRjATE TO PR, TYPE OF CONST��UCTION) C(.NGRETELHAi_: TRANSPORTED iN ACi__-';JROAi,,'C1E WITH ASTN� C94, `71HE SPE(�]FfCATICNS FOP READY IVID� Cc .. N OT E THE -'-W'-lCRET-E_ S,;IAL: BE PLACED �JTHJI`j 90 t.,�fNUTES- (IF BATC,. TR��F I.,, SH ^L:- BE F1ROP?,R.TK_iNED IN ACCu-NDANCE ACf Cr ix DE S; C. TE CAPABL F 0 F R HOUT E_XCESSI`*,/F .,ul TO PROVIDE 0 CRE P;-ACFO VVIT SEGREGATIO.-N AND '0,1TTH ACCEPT ABI E FiNISHIN;G PROPERTIES- DURABILITY. S U R ' ::: A CE D E R S., P P P E AR A� i C E. AI, I D S T R E N G - T H, R E Q U I R E D 8 Y T H E S E SPECIFiCATiON'S, AT F R I A LS US F D IN T H F (� ON C, R F T F tv! I X A- PORTLAND CE!V':ENT: AS.TM G ItNO. TYPIE I OR TYPE If 5 AGGREGATES -NORMAt 'WEIGHT CONCRETE COARSE AND FINE AST-"� C3", AGGREGATE SIZE.FOUNDATiON�'. - ALL OTHER CONCRETE ,STR;1:CTIJF1,Al_ ELEMENTS - C. AIR E?-4'TRAIN;NG AGE.,NT SHALL MEET ASTM G-2w 'EOI -494, TYPE A WATER R JI:N.'i"� AST-�,'. G E V,,ATER- FRESH. CLEAN AND POTAB�E F N 0 ACIi_,ELERATORS. RETARDERS OR ADMfX7URES C-ONTA1,NfNG CHL.-DRDES V141 L FIE PERtv,ITTED G. GALC;-jM, CH:-ORIDE S-�,.ALL NOT BE IJSED r.; Tj-fE,,�jy N 07 E: ADDING OF WATER To IN FfELD TH�- READYh��X DRIVER Silfiv-_11 HAVE IN H IS P;_�S-S'E S61ON Alt Tif-AE: Of: DEIj%f-rRY,'y',Vp ,ITTEN 1--NSTRUCTIONS FRQM� THE READY-M.IX SUPPLIFR DETAILING THE FvIAXIMUM M,10LINT OF 'WA:FEP WHfCH CAN BEADDED TO THE MIX THE ORIVER IN THE FIELD iGALLONS PER YARD), ,j, H ERW:�: z WA T E R SHALL NO T BE ADDE D T 0 TH I- WX AFTE R LEAVING THE BATCH PLANT H FLYA.SH- AST�.A C-�_'j El. G:_ASS F. 20'��- PAXIkIi;fv!.. BY,AI*EIGHT [it NO` USE FOP. EXPOSED SLABS FOR ARCHITECT:�;PAI_ CONCRETE I SUPE R PILAST:CIZ ER AS11. C4Si4l TYPE F OR G Vv`­!ER E.- AL; TH 0 RffE .9 BY HE ENGINEER i SLAG CEMENiT IN CLINI-�RETE ASTI!,�. C9F!f�. 20q10' BY VIVEIGH-11- 4- -CONCRETE SHAI L HAVE THE U;1Ti�..--'.-ATE �11M.PRESSi,;E STRENGT�-- AT 28 E3AYS_. TRt _',; RAI ,U --'4 C� FO R TH E S, J C T F_LE:f,,1z7!NT INMICAT-i D OF: -A? FOUNDATION- 3tlGcl PS-11 Si AB O�, GRADE 3 01 1) 1) P S I 1` 0 L U re: �N S 4 C1,00 PS 1 �1�7 BEAMS 4000 P:�f b E A k, S 4c(.3.3 PSI CQ.NiCRETE NflX DESIGN SU6MJTTAi_ DATA REQUIRED. A INTENDED u-"S,.AGE AND LOCATION FOR EACH fvRX TYPE 1R. MIX DESIGN FOR EACH TYPE C� CEI,�ENT CONTENT IN POt_2NDS-PER-C't.'biC' YARD D COURSE AND FINE AGGREGATE IN YARD F WATER CEMENT RATIO BY WEIGHT (NOT TO EXCEED 0,50 EVERAN'HERE EXCEPT S:-AB ON GRADE W.c. � 0 5� UEMEM TYPE OF �,-IANUFACTURL- G S L. I - I.-%! P R A.-N G F H. AIR 'CONTENT I AD&MXTUPETYPEMID MANUFACTURER J. PERCENT AL)MtXTURE BY WEIGHT -AL - -4C K. HISTORk_ _PERFijRNM' -E STRENGTH TEST DATA PEQ1ij :RED TO ESTABLISH WX DESIGN. r N ERSHALL RETMN T.4F SFRV�CES OF A 0_10,kolFtED ACCREE TE T NG .5. THE OW� \ t$ c TIES I L.ABORATORY TO PERFCjRM THE L:OLLDVVING TEST1.114C, SERViCE-3 A SA�,P::NG� PER AST�,` C-172- NIOTE, SAM-PLING SHALL BE TAKEN FROM THE POINT OF DELIVERY OF TH E G 0 "J'CR E T E - I N 0 T H E R 'A'OR D S I F A C ONICRE T E p U fl�- p I S U S I- D. SAM!PLES S,-.ALL BE TAKEN FROM THE DISCHARGE END O�: THE HOSE B. SLUI`,�P PER ASTtO. G-14,3 C� COfIAF`RES7SfVF STRENGTH PER ASTt',P_ C-31 & C-3FJ FOR EACH CLASS OF CONCRETE PO�jRED,, PPOVIDE T',AJO SETS OF TVVC� fYLINMERS FOR EACH 50 C'.-UBIC YARDS ODE C(DINCIRETE OR FRACTION THFREi_jF BREAK ONE (�lYLINDER AT 7� DAYS, TWO AT 28) DAYS AND HOLD THE RE -'MINING IN RESERVE IN CASE A5e.bAYTEST IS REOUiRED A TEST RESULT IS C_OiNSIDEREDTO -BE THE AVERAGE OF THE TIJIVO CYLIN'OER BREAKS CUMPRISING A SET. ONE COPY .Jr ALL TEST RESULT'S. SHALL REE SENT DIRECTI Y TO THE OWNER, ARC.H.ITECT STRUCTURAL ENG:N;EER AND GENERA:- CONTRACI-OR MIMEDIATELY UPO`4 D ETER.fv"ftrA7;O N 0, F P ES ij L TS. FIR Efa tJ EN'CY 0 F TE ST IN G S HAL:_ !14 OT BE LE SS T HAN 0 N C E A DAY V`iH EN CO N; GRETE IS P t-JU R ED 0 P LE SS It HAN; ON CE FQ R EACH �000 SQUARE FEET OF SURFACE AREA FOR SLABS OR',1MALLS 13, REINFORCEIvIETNT USED ;N' C;_ NGRETE STR 1, UCTUR.AL, ELEMENTS: A DEFOPNIFO BARS Ai_� WiD REINFORCING BAR USED IN CONCRFTE 'SHALL BE GRADE 60KSI DEFORMED BAR GON'FORlIvIING TOAST-M SPECIFICATION A-�515 (51� DOWELS: ASTIM A615. PLAIN 5ARS,'MlNI1MU.M YIELD STRENGTH OF60 KSL ',W;_DEDWfRFFABRIf1' S H E E T S I( R AT H E P T H. A'.' -,I IN RO L L S). F AB R I G S H ALL B E P �A C E D 0 N G 0 NT 1 N'00 U S NO. 4 REBAR CHAIRS SPACED AT 3 FT 0 C TO fe.AINTAINTHE PROPER LOCATION; WITHIN THE CONCRETE D. ACCESSORIES TO CONFORM TO AG�315. 'A"ERE CONCRETE SiURFACES ARE EXPOSED, MAKE THOSE PORTIO!"iS OF ALL ACCESSMES IN CONTACT 'WITH THE CO-NCR.ETE SURFACE OR WHINM IN -_ H ES T -- E R E C, F � 0 c P LAS T! C*.. A F. ALL REINFORCING DETAILS SHALL CONIFORM TO' ACI -',15. LATEST EDITION. IMAN; , AL OF STANDARD PRACTICE FOR DETAlLiNiG REINFORCED CO"i"CRETE ST-RUCTURES^ ('11; NO ) G. SUBMIT COIIAPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL pcil-WORCRIG NOTE' THE GENERAL CONTRACTOR SHALL DELIVER TO THE CONSTRUCTION SITE, AS AND WHEI-4 DIRECTED TO DO SO BY THE ARCHITECT OR STRIDCTURA: ENGINEER AS N,';�CH ASAN ADDMONAL ONE HALF TON OF STOC.K LENGT H '40. 5 RESBAR AND PROVIDE LABOR AND GROU'TAS ISNECESSARYTO fNSTA`_L__R_;.E PERARAS Dii.R.ECTEOSYTHE ARCHITECT OR THEIL�T UCTU[ -p S _4MIATERIAL .R RA�1_ ENG EE _ ANY UN USEIL AND LABOR SHALL BE CREDITED TO THE U;AINERAT THE CON TRACT U N IT PR ICF BE AS F 0: L OWS A, FDUNDATICJNS� 3" 8 COLUNI.-N& I 112"(2'FOR NO- 6AND LARGER BARS) 0 BEALIS: 1 V2` (2" FOR NO- 6 AND L-ARGER BARS1 vv�� L;_ S 1 1:2" NO 6 AND LARGER BARS') SLA56� I" ([-4TERIOR'i, 1. 1 ---2' (EXTER �ORI 0 T EXPOSEDHORIZO-NiTAL SURFACES OF STRUCTURAL S: ABS -SHAi L BECOATED WITH A HIGH 0UA:_qY CONi-'�.EPCIAIL GRADE'l&;ATER PROOFING A,"QD SEALING AGENT P3 i_AP SPILK-E SHALi BE. AS SCHEOU:_EDFOP THE STRENGTH OF CONCRETE AN D SPEC E V3 Sf ELEMENT IN 01-3 ESPON 9, PROVIDE PROPERLY TIED SPACER.S, CHAIRS, BOLSTERS, ETC, A* --'.AR-'- REQUIRED AND NECrESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL PEMFORC1iNG iN THE PROPER REOUIRED I OCATION �JVITMI'i THE FORNIWORK ( AND ft.-IANTAtN REINFOPCIING IN THE PROPER P',DSITION DURING 'CONCRETE PLACEtAENT IJPERATfO�IIS MID" 'UNDER THE APP: ICAT60N !-'F OPERATIONS') WHF-RE-WIRETYPE SUPPOPTSAREUSED. Ci)MPLY:N?-_,' kAATH TIP PROPER DESIGN AN'.0 FOP '6. T H E - E N E R Ai_ i�� 0 f-.� T R A I_.'T ij R 5 H A LL B E R E S P 0 N S 16 L E . THE ;'- " STR U CT;ON OF A:- L N EC77 SL-,AR Y FO­RM.,0v'OR' K. 51-4 0 G AN D R F-S HORING ON ACCORDANGE Vk,'ITH ACI 347. THE DESIGN SHALL BE PREPAR.ED BY A DELEGATED SPECIALTY ENGINEER CURRIENT:-Y REGISTERED IN THE -STATE oF i1,,,'Tc.NDED GONST RUCTIDN OF TH.F PROJECT WHERE LIFE SAFETY ISSUES- ARE fs D L4 CR'iTICAL AND ERECTION' DRA,JV:.N'c3 SHALL BEAR HIS SEA:- PJND SIGNATURE AN - THE DATE I III. - ERECTION '.__)RAWfN'GS SHA; L BE SUJ%,�:TTEIDTO' THE RESPO"ISIlLil E B; 1; AUTHORITY IN _)TIE. EARTH M.AY BE :,-I SF D AS VERTICAL SI IRF ACE FORM5S, FOR F OOTiNGS PROVIDED TL-ATTHE FOOTING OVERALL'A'IDTH IS l.-NCREASED IN SIZE BY F0i_:R i­lt� U R 6 z:;,, EA KI-, ri B E AP.. S A t,� D S: A B S S H A L: - U C C ;j I, AT M 10 S P N 6 E TVVE E N SU P p OR 15 (POINTS OF M:Nih?i�jM SiIFAR.� BY USE OF VERTICAL BL;�KHFADS_ COI D JCM�N-ITS LOCA-f 10.`-IS MUST BE ;_OG_'A�F_D TO PROVIDE THE EAST MIPAC�T ON :�HE ;-F THE �;ITRUCT'JRAI_ MEMBER. N',_ IONTAL C­O.NSTPijC.TION JOHN-' S Wii-IL -'1,;OT BE PERh;.fTTFD IN A -NY TIF HOR17 HORIZOINiTAL SPAN C­Oi'1.*(_;-RETIE N�-E�viBEW 2. PROVIU-E 14 t_;AGE GAL,!A..%4j7ED CORRru'GATELD 00%;E::TAf-'_ ANCHOR�, AT 116" O�C ELEMENTS. PROVIDE il*�H �As M OnVETAI L AN; R HAR 173'�,AMR F VV ITH. HOT DIPGALVANf7ED F1 T A Is -II C i AS �� B22. I' I . 5 0 Z PE R S 0. FFT - )). 1 PROVILIE NEDPRE!,3E WATER STOPS AT ALL CONSTM_,`CTiOi'4 JOINTS IN CAST IN* PLACE HER THE',IVEATHER OR IN RETE WHERE ONE SIDE IS DIRECTLY EXPOSE[.` TO EITH DIRE CT CONTACT WITH S 0 tL AN D TH _E 0 T H E R S IDE 0 CCU: RS WITH IN EN CLOS ED SPACE _4 FIR C'�VIO E 1-:0 M -M E R 1-1 AL F OR M G'i­-AT; N G CO &I, P(-; �JN 0 S (R E L EAS E AG EN, S I T -,IATV� IL: N;_j T SiD N 0. STAIN OR. AD Vt RC- E:_ Y AF FE CT TH E t- itill SH E D CIL) N"CR ET E SURF A-- 15� PLACE CO R", ER BARS AT Gt__; R NiERS AN D ENDS OF ALL F0 OT IN G S.. 'I AN D -REAN'iS. R SiZ E AN D COUNT SHA: L F,4A7 C H T H E LON Mi D R, EIN F o P C 1 N f-- IN T'. E �AoR E AV 14- Y R E tN F 0 R C ED IN T E RS E "-',T 1. G E:_ E I;. EN T - i IL�1. DO"WEIL IN TER 5 ECTIN G VVA; LS, B EANI S. ET C - W IT H DOWELS 0 1- TH E SAME S Iz E, CO U NT ANDSPACR%`GP T E LONGITUDINAL REINFORCfNiG III.' THE MORE HEAVILYREI-NIFORCED �S H V N! E M� B ER F R AM I N'G 1 -Ni T 0 1 H E J 0 1 I�4 T. P 1- A'� � E A N' I I` M, � UM 0 F Y W 0 2), il i 0 5 5 A R- S f t I N 0 '1 AR () -'j N D A L:- F ( )1; �: R S 1 D F_ S 0 F Q PEI, � 4 � N G S 1 N C I j R I-- T E S R 13 T U i 'fi, , L E L _P M E � -3 1 - S - BA R 6 S H ALL E) (T 4 D A T :_ E A F 3 6 BEYOND THE FACE OF THE OPE Nfl%,�G i& TYPJC.AL SPACING 0 ' P TIE S AND ST IRRLPS AS iNDICATE ID ONTH.E Pi-ANS SHALL E E RET);,: CED By 511Pl 0 c! F R THE SPACE BETWEEN THE FACE OF THE SUPPORT A!'-:D THE FIRST STIRRiJP OR TIE il_f VERT:CAL AND H.DRj7;-�.%,TAL REINFORIC1.1,* INIOtCATEDON THE DRAWINGS S., A: : BE DO'VVELED OUT OF: PHE FOU-NDATV71N �CIRTHEE z_lLEt-,,P_NT WHERETi-tE REI'1-F,0PC1-'IG ORi,GJ!'1!ATFS. "(SLAB. BENI,�, TIE ETC, I UT;L_ffi,,GAN ACI STAN'DARD HOOK ENIB ELI DIEU TO DEVELOP' I HE ULTI'VIATE -iEN*SILE ST RENGTH OF THE BAR 2i� ".tERMCAL Vk,0',L;_ PEIN;FORGINIG INDICATED ON; THE DRAWINGS SHALL EXTEND THE �OR PER NOTE N,'.0 19 ABOVE TO T fE BEAM AT THE -TOP '�F THE WALL PROVIDIE A STM-IDARD ACf W DEGREE HOOK TO DFVELC�P Tj IF FUI (::Ttk,'�ATE STRDNGTH OF THE BAR) OUT OF THE E; FM.EN�T 'A'HE�_,'.E THE REiNIFORC.11--IG. il.00K SIZE AND COUNiT SHALL _>PI­GI'-NA:TFS AND I.'-4TO THE TOP OF THE TIE SEAM MAT CH THE VERTiC.A.L. REINFORCING- LAPSP: ICE LENGTHS SHA�_i BE AS, SCHEDULED ON TH.E PLANS I kAHE',N -'_AYtNG O�JT FOWNDATION DOWELS FOR SPACED VERTIC-AL A I IFIEP FIRST 0C TETHEDOWEELS SPEC , AT VyTN D 0 V,;. D'D OR OTH E R NI AS 0 N R Y 0 PE � �3; G S. EN D S 0 F `,,'Iffi, L:_ S, --.'0 L U �,-I I` �S. T I E to"; S. N3A,10NIU1.0 UNIFORM SPACING. 21. THE MINI.MIJIM BEARUIG OF CONCR.ETE BEAMS ON SUPPORT SHALL BE �_V 0j'ii-ESS -'-�07 ED OR D-TAiLED OTHEPWISE'� WHERE BEAesl BE-PkRI-S ON A �-AASONRV SUPPORT T E N D B E Ac�` A D I S TAN C. E. 0 V Z P I H E S,'. -'P P. QUA: Li j RT A EAST To 1. Lm : F�,j TH. ALL R ElINFORCED AND GROUT ED CELLS ADJACEN.T TO THE RY OPENING 'WHERE T�iF IBEAT�e. REAPS M4 A REfNFOPCEO CONCRETE S;�PPORT. E)IMEND THE BEAN-t Ac:ROI��C- TH.F_ FUL:_ LENGTH (IF TL-.F_ SUPPORT 1: U L_ L 6 E AR I ING 0 F B E Af �! 0 N S UP PO R T %P; . F, EN D F 1 $ 1',,; 0 T E _01'GiT BEAM REIN"FORCINi; SHAI_' _:_L I E A:- f CONTM: I OU S, 1 -NGTH 'OSC - BtAR -ON S?AL '40T AGR SSUPPO'�I_ LEN,,fHIC ZING OF B EAM � S; PPORT E L F S 5 T HAN DE PT .4 0 F B, EAR' 22 SEE ARCHIFTECTURA'_ t-,,'EC,9A.NIGAL, AND E LECTP iCAL EIRAWiNGS FOR : 0 -CATIONS OF N -S E 0 D E D I T E %� S, C N 0 U I T S. F I P E S. S L E E VE S. S:_ A 6 E IE P R E S, S 10 IS -, - &,N 4 _-� H 0 R S. T N S E R I S. ET;-. _ ti�j Ajq D. -,H R U CCN E T E E LE M EN TS - R Ei U I R. E D B Y C T Li ER T PA D E S. N 'D p C u NI Ou.*!_T_S.. *_ I P ES S:_ L EV ES. P E N E T R ATI ()N� S 0 R iNSEP Y S 0 F AN Y T YPE Wi:- L 8 E PERMITTED IN, BEAre'4.S. Jt_ 1STS, S: BS. CC:; Uk..NS 'U.NLESS APPRIOVE-D BY HE Ff-iGMEER. SOOVIP-N :__�N THE SI­ 10 P D RAW � NG S A N D C ON S T Ri-, C T ED TO C tJ M, P:_ Y 'Af TH I T H E R E Q U I R.E I'!'. E � I IS 0 F S ECT 6. 3 0 F A C: 312 A F T E R Al P P P 0 'v'A L B Y TH E EN GIII-l" E E R THE CO'NT�-_ OR _C.,A]; 1 FLIP -.',ISi-' AND COORDINATE THE INSTAI: ATIO-N" OF EMBEDDED TfLiMSPRIOR TO PLACIN"G' THECONCRETF� 2-1 G E:11'. E RA:L LY REINFORCING SHALL NOT BE ATION OFEi!',�IBEDS.ANCHORS. ITEMS- WHERE.'S'U'CH ISABSOLUTELY ARY..-,;OT_fFYTHF STRUCTURAI E:�-!GIN'FFR OF THE INTE".IiTION TO 0 0 A'NiD FOR EACH BARI-.UT I I PROVIDE ONE AC-DiT 10-iNAL BAR EACH. S 1DE CF THE BAR VVHICH. VVAS CUT SIIZE OF ADD BARS SHALL MATCH St7E OF ORIGINAL RAP' AND I Ftl�GTH S�M�L -EAST PROVIDE A CLASS *'P-" TENSIM-4 LAP tOR E&?iE?EDk'ENT' EACH E ADEQUAl E TO AT t SIDE OF T: tE BAR V��, CH YVAS CUT 24 R E MOVE T R AS H AND, DE R_R IS C` RO ki F �_� RM."v'VOR K AN D THO', ROU G H LYVVET FORMS PRIOR TO PLAC-ING7 CO-NiCRETE i 2T THE CONCRIETE SHA,: BE RiACED tN ONE Ci-iNTtNUOUS `.PERIATil-�N; BETWEEI,; BU'LKHLAOEL) COeNSTRUCTION, JOINT& 9 ,'6 THE CONCRETE SHALL BE POURED 13Y PIA-�,P "'JR. 8-'jCI'ET M-;D S*HA:_I_ BE CiJ N SO:_!. DATED ft-3 PLe,10E -'_;SING INTERNAL VIBRATORS 27. THE CONTf�CAC_TFOR SHALL BEGIN CONCRE-f E CURING INff,,!EUIATEl_Y AFTER FINISMN'G OPERATIONS ARE CO'.MPLETED CURING AGE",iT SHALL BE A '-jo� SOLIDS LICII-jID N".EiABRAN1E FORUWN�', SH.ALL ?,.EET AST-M_ HE GENER,kL CONTRACTOR IS To *VERIFY THATANY CO!�iPOUN;DS T FIAT ARF !1SED ARE Ct,)'MPAT­fBLE WfT-' FINISH MATFRfA'-_S TO PF INSTA; ; ED 0."1 TH1_7 S;AL_11,FAC­F OFTHI.E EPTABLE AND PREFERRED M-ETHOO OF ILUR�Ni­j FOR T G;! R IN G I S A N AC C�-_ L SLAB& T;'IS REQUfRES -I HAT THE SURFACE OF THE SLAB REM�AIN SATO.PLATED FOR AT LEAST 4 DAYSVi,TTH WET BURLAP OR POLYETJJI�IENE S"EETS. THIS I.,3ETIIOD INI:-L GRc_6,T;_Y RFDUCE `vIO: Ut-,�E uHANGE M.;D SHRV-WAGE '-RACKS FF (TV AFTFR REMOVAL OF FORNIS P F P A t R A.-N Y H 0 N F Y CO f,". P, 0 R I __F C . I E AR E A S W'l I - H H iG H 0-11 P E: I � G r H C E.,,�.- E N T G R 0 U11 � G R � j U I, S L i A LL B E A P P.R OVE D e Y T H E ENGINEER. VVi1EI`1.' REINFORCING L'S' VISiBLE IN DE-FECTI1,,E AREA, CONTACT Ti-iE P �GfN ERINIMEDIATiELY 24i�. :T IS ;RECW..��v!ENDED T�-.AT Ci�NCRETE TIE :_�t-Ave! PiDtiR 1 T 0 E:XCEEO BE-1-114VEEN '�OLO JOINTS AND IN N;_� EVENT EXCEED I,-j.C.FT J� i NG-H. LE REQUIREMENTS FOR LIGHT DUTY SLABS ON GRADE: I� SLAB ?"N CRADE SHALL BE 4 INCHES THICX IT OF DELIVERY) TO i INGH.ES SL`j-',�P AT POIN NIAXIM.U-M. AGGREGATE SIZE INCH ENTRAINFID AIR CONTP-IT = 4 S 5 REINFORCEMENT SHA: : BE 6 x 5'0i2i).�W2 P, WEl_DEDh1fRE klE:7SH. CHAIR.ED I I.-'p INCH FROM TOP OF SLAS ON C'WITi"iUOUS HORIZONTAL RCDS AT A C_--.:,_C SPACI.11,G iNOT IN EXCESS OF 131-11". PULLING Up MESH DURING OR AFTER THE CONCRETE POUR IS N O-T A�N ACCEPTABLE PRACTICE. PROVIDE s4%`Vfv1 IN FLAT S-I!EETb_ ROLLS 01­ 1,1MM WILL NOT BE ACCEPTAB:_E 6. PROVIDE 14 MILVAPOR BARRIER � INTERIOR SLABS ONLY) 7 - PR OV 1D E M PO U." 0 F E LT B 0:',.; D BR EAKE P M)H ER E 5:LAC, S ABUT VERTIC AL S UR. FACE S SU CH AS VMLLS AND COLUMN S .3- SUPPORTING- SOIL SHA; L BE COLP.PACTED TO -9S`z, OF rVI.ODiFED PROCTOR MAXIMUM ORYDENSFFY PROVIDL VAPO R 13ARRIER BETIAtEEN BOTTOM OF CONCRETE AND FOP OF CONIPACTED S�IIBGRADE� cl. JNTS OR If -I CO -INTS AT 12'-. PP 0 V:DE E:.TH ER KEYED GO: D JO i SAW C' I -NTROL JO 0 0 c ,N $Aj j.-e;j T JO V-4T-S SHALL BE- I - DE EP AND SAWN AS SOON AS (�'�,AX. 'i IN EACH 0 R` ECTIO N. S, 0 THE SLAB Wl: L SUPPORT THE WEIGHT OF THE SAWA141D OPERATOR, M-;D THE BLADE VVILL PPODOCE CLEAN CUTS %,A�jTHOjjT DISI. _O0GPlG AGGREGATE. (4 HOURS MAX FILL SAWCUTS WITH. ELASTOPIERIC' SEA.' -ANT AFTER RE1.31OVA: OF DUST VVITc- GOMWRESSED AIR. ',,VET CURING IS THE PREFERRED I'vIETHOD OF CURING- REQUIRES THAT THE SURFACE OF THE SLAB REMMN SATURATED FOR AT: EAST 4 DAYS WITH WET BURLAP OR PC,): YETH.YLENE SH.EETS. THIS fv�.ETHOD WV�L GREATLY REDUCE VOLUME CHANGE AND'S.HPINKAGIt CRACKS. ALTEIRNAT?VELY. APPLY C-IjRtNG CO-�,IPOUIID TO SLAB WITHIN TWO L-.'O:jRS OF CM�,!P.LETfO.-N OF FINISHING OPERATIONS. USE LIQUID MEN'!BRANE FORMING COMPOLiND COMPLYING WITH ASTM C,509. TYPE 1, CLASS A At�,:3EPT^�c-LEPROD-�,CTSt�-4C:-LiDE A -M.ASTE RBUILDEP S'WAST ER SEAL' B. BUiRKE 'SPARTAN COTE' C� 'KURE-N-SEAL NOTE- CONFIRMI THAT CURING COI,,APOUND WILL NOT INTERFERE VVITH THE BONDING )F AINY APPLIED FLOOR SURFACES 12. IT IS RECOfvl!v�ENDED THAT SLABS BE POURED IN ICHEGIN.ERBOARD PATTERNS OR LONG STRIPS WIT.-'. TPA14SVERSE CLITS TO MINMA'IZE HYDRATIOWS--RtNKAG-'E CRACMNIG. REQUIREMENTS FOR POLYPROPYLENE FIBER REINFORCED LIGHT DUTY SLABS ON GRADE: A )I,�i Y, I S LAB G P A DE S H. A L:- 8 E 4 114 C H E S T H I C K S L,'-* N! P ,,AT P 0 1 N T 0 F D E:_ f V E R Y, = 3 T 01 5 1 N (--'.-.E S .A M A, X MI. LIM. A G G R E GAT E S IZ E = 1 1 f--� C H ENTRAINED AIR CON -TENT = 4 5 �1� S. PROVIDE 14 MIL VAPOR BARMEF4. �ALL INTERIOR SLABS) FIBER REJNFORCE�AENT SHAL:_ BE VIPGI:-N POLYPROPYLENE Ff.91RILLATED FIBERS SPECIFICA: : Y %�ANUFAGTURE-O FOR USE AS CONCRETE SECONDARY REfNFORCEPiE11TF CONTAINING NO REPROCESSEDiDl - FFIN* MATERIALS, '1A'S!:T NI C-1-1 16 TYPE Jll,� kimmijf,�l VO LU Ii,11 IS HAL: BE I _5 E OF F IBER. - - POU.NDS PER CUBIC YARD OF BATCHED GOINCRETE� TYPWA; FIBER : EIIGTH SHAL� BE 34 INCH- PROVIDE FIBERS HAVING THE FOLLOWING MINWU�;! -PHYS;CAL i_',HARZ_'I't:RtSTfCS A. SPECIFY GRAVITY B YO�;: Ni-it'S V. 0 0 U L 0 S 0. 5 (3 5 KN.;M.:M_'5` 0. T EN S tLiE ST R E I-,)G T H -15 TO 60 KS: D --,W�_Tf GRADATION DESIGN PROVIDE REINFORCING FIBERS SUPPLIED BY CiNE OF T HE APPk."VED UFAC I U RER6 A. TfBERSTQM.ID E UGLAD C.-HEM.-ICAL COEIPANY B IFIBERMESH INFC.RCE Ea ORSTEALTHI SI CM13CRETE SYSTRvIS C 'FORT ECONO NET'. FORTAGORPORATION n. "N'YCON S;I;PER FjBERS`.!,,YCO.-',j. PRCIViDE 50 POUND FELT PHOND BREAKER WHERE SLABS ABUT VERTICA:_ SURFACES SU CH AS kJVALLS AND COW NINS - SUPPORTiNIG SOIL SHALL BE COMPACTED TO 1­i5�1`1 OF MODIFIED PROCTOR EIRY DENSITY. U.I.;LESIS SPECIFiED uITHERWISE BYTHE G'EOTECHf-,,iCA:_ ENGV4EER'�. PR;wiDE VAPOP BARRIER Q_ETWEFNBIF)TTO�,� OF CON�CRETE AND TOP OF I- - PA T D _.OM C F 1 C. PWIV:O�E:THEP. COLL) _FOR-3TS1-_)R SAW CUT CON'TROL JOR-31-SAT IT-O" 0 C. Oe'!AX,�IN ,TABWIL1'_ S:JPP;jR.T­`HF WEIi-4HT i F THE SAYVAND OPEP<AMR AND THE 8LADE VVILL PRODUCE CLEAN C,'-,-'TS %,'ViTLIOUT DISLODGING AGGREGATE. '4 H.OURS li.;IAX.'� Il 1-11-L SAWCi.;TS VVITH. E:_ASTO;-,,!ERI-_­ SEA'_-6,NT AFT&;,. Plz�-,�OVA:_ OF DUST WITH Ci_*"PRESSED AIR- 12, WET CURING �S THE PREFERRED rr`iETH<_-)D OF CUR.ING. THIS ;REQUIRES THAT TLIE SURFACE OFTHE SLAB REI.,'AtNi SATURATEDFOR AT: EAST4 DAYSWIP_� VVET BURLAP OR POLYET�-.YLENE S-.EETS. THIS �A�ETHi._JD GREATLY REDUCE VOLUNf�E CHANGE AND 'SHMNKAGE CRACKS A:'_TEPNATP�E:_Y. APF`i Y C-;RiNG To SLAR WITHIN T'Vlj�) OF "CIMPLIE-1;0.11; OF M-11:111I EIMSPIANE FORN�-ING C,'OMPO�:ND CO',OPLYIN�G VhTH ASTM. TYPE I C.;_ASS A� At--i'ErTABLEF-'ROC,:JCTSt��4C:-��DE- -�A.ASTERBUILPEPS "MASTERSEAL' S. B;jRKE "SPARTM-4 COTE" 'KURE--.N-SEAI_ NOTE. -CONFIRM. THAT CURING COW-P�OIJND WILL NOT INTERFERE �IVIITH THE 80,NDRIG I. C _)F ANY APP:_tFD FLOOR SURFACE F;i%,,ISH r-AATERIALS IT IS REC.O-,M,�,'.E� DIED TH. AT SLABS BE POURED R-4 CH ECKEER6CIARD PATTER..jS i R LONG ,.4 - ` . " C STRIP'S VVITH TRANSVEPSE CUTS TO HYDRATIC)NfSHRINKAGE 14. CONCRETE T(-, SE�MXED i�N AC,1_1OPDAN)CE'0,1iTH FIBER MANWFA<_-Tt_:.:;,.ER'S 1173_�R UNIFORI..,� AND C.Ot,�PLETE DISPEPSiDN� 01:7 F:6Ep -6:ANDLE 1, - S INTO SiNGLE CON�CRETE PLAIN & REINFORCED MASONRY NOTES: ........... X-­ ------------------------------- ---- - - .. ...... . .... 21c., PROVIDE COR.NER BARS AT ENDS AND CORNERS OF ALL WAi_:_S. FOOTI-NIGS. BEAMS ............. ............................................................... F:Tt-_ BAR SIZE AND CO-JNT SHALL PeIATCH THE LCIINGIT'LIDMAL REINFORCtiNG ;N THE NiORE HEAVILY REP-IFORGED GONNECTING IME�,ISER 11."U N 0 1. NO,TE- A� L hAASONRY CON-11 RIACTOPS BIDDING ON; WORK FOR TH IS PROJECT SFIALL -HAVE ui CURRENT CERTIFICATION. BYTHE FLORIDA CQtN,;(-,RETEAfM PRODUCTSASSOCIATION NoTf� AT CORNERS OF BEr4AS. TIE BFAIII,��S FTC P: ACE AND TIE COR.NER BARS INt INC.. AS A'STR;JCT URAL ti-I-ASONRY CONTRACTOR'- IT IS FURTHER STRONGLY VERTICAL A; IGN�AFNT. EITHER ABOVE OR RFCO1,e!.1,�FNDED TH^T INDI`vla�A:_ MASONS %;1i,)RKJNG I-�N THE PRO.-iECT BE P�j:`FQR -.1 1. TO, AVOID R EINF OR CING GONG EST 10 N. AL LOW -0 R ADEQUAT E AS "STPUCTURAL -M.ASt:INS', BY THE SAME AtSSOCIATION;. SPACE FOR PASSAGE AND CONSOLIDATION OF GROUT TO ALLOW SPACE FOR P AS, S A G E 0 F V E RT I CA L R E ii.-NF 0 R C I N G. PR 0 V � D E F 0 R P R 0 P I- Q. G R 1-1 U -1 CO %) E R (6 ALL 1-,�ASONRY WORK SHALL CONFORNI FO AC, 530-03,'ASGE 5­08,TTV'!S 41L�2-08.. 'BUILDR-1113 AROUND THE REINFORCING, AND TO PROVIDE FOP, ADE �,.'A E EVELOPMEN 0) OR C 0 0 E R. E Q U I R E Nl. E N T CC F 0 R k1fivS 0 -NR: Y S TR 0 CTURE S' AND!t�Cl 530. 1 -08.1ASCE OF THE REINFORCING. :: e42, -08, 'SPECIFICATIONS FOR NAASONRY STRUCTtiRIES" 2 9. DC-�VVEL INTERSECTiiNiG WALLS; BEM,;15, ETC. WITH DOIAIELS OF THE SAME SIZE. COUNT I 2 ALL HOLLMIVLOAD BEARING CONCRETE M-ASONRY UNITS SHALL CONFORM To ASTf.14 c;- AND SPACING AS THE H0R!ZONTA:_ REINFORCING iN THE MCRE HEAVILY REINFCR1C*Er; 90-NORMALWEIGH1. TYPE IMNITS. C ON N E;- T I N -,_� M. F ?,?i B E R (IJ. N' 0 0 STANDARD STRENGTH. CM.U's ALL 1v'.ASONQY 1PvQk--_S SHALL HAVE CIMU�S NIEETING A 30 TIE BEAMS. WHERE CONSTRUCTED OF REINFORCED MASONRY S-.A'-:- _-NOT IINTE RRi,.'PT cl) !,I IA-14 i-M ATE C-0 PA PR ESSIVE STIR E.N GTH 0 F 2 1 5f, P Sf tON I!- F FT AREA OF THE HURIZONI AL REIN FOR BAR S SHALL BE ;PAU�I'14 ACCORDANCE WITH ASTM C-140 AND f"M i.�,C$GPSI-RYTf',Eu',,ITSTRE�4GTH �YiETHOD PLACED IN CONTiNil NTEi _$OUS UIASONRY COURSES CONSISTING OF BOND BEAN� OR I BLOCKU�VTSAND SHALL BE SOLIDILY"GROUTED IN PLACE. UNLESS OTHERWISE LL IETAILED. HORIZONTAL REINFORCitNiG SHALL CONSIST OF A N-Ift--i-MVIUM, OF 2 NO 5 BARS Of PRIOR TO DELI'VERY OF ANY P.ASONRY UNITS TO T�iE jOB S! TE. THE CM;': S: PPLIER PLACED CONTiNUOUSLY IN; EACH COURS& ui M SHALL PR-DVIDE`VF_RiFtrATJO�-� OF I-,�.AS:�NPYUNIT STREN-.'74TH. C 'N BOTH TH� NET A,,ND - U) THE GROSS CP\r�SS SECTfONA; AREAi.-)F THE Ct-MYS PEPASTNs C-140 fFOR EACH S17E 31 11 PROVIDE PRECAST PRESTRESSED CONCRETE LiNTED-S ,VVITF1 2 0 A N _16 PS Lu RNU TYPE M:: UNIT TO BE USED ON THE PROJEM SUCH VERIFICATION SHAL.:_ CONTINUOUS SOLMLY GROUTED IN. PLACE)ABOVE ALL WHEPE UDF TESTRFPORTS FRON!. AN ACCREDITED T ESTINiG LABORATORY STAT;I IG THE N ;N'TE: IS NOT OTHERWISE SPECIFICALLY DETAILED ON THE DRAWiNIGS Lu RE�ULTS OF THE TEST INGPROGRIAM'AN-0 AFFIDAVITS FROM THE SUPPLIER CEPTIFYiNiG THAT ALL Li -.NITS CONFOR-4� TO T' HE RESPECTIVE ASTI-,�RFOU;RFL?IENTS 0 T PROVIDE ENGINEERING SUBMITTALS FOR ALL PREICA`,�i` PRESTRESSED U) CON�CRETE LINTELSAND 'SI—" S- THE MfI`W.AUIA REUUfRErv.E--NTS FOR SUBMITTAL MCC z .TAR SFfALL BE TYPES (11S.00 PSI PROPERTY SPECIFICATION 'ifi.ND4 SHALL CONFORM INCLUDE ALLOWABLE UNIFORM LOAD CAPACITIES FUR. GRAVITY. UPLIFT F_ TOASTM.SPEC C-270. CE�,`,E..NITIOUSMATERIA; S�:.At:-BEPORTLA!%'.DC;E!,-:FNT ANE, LATERAL Lt-_,AOS '_--.u6MtTTAL M.LIST BE S�GNEO, SEA:_ED AND DATEri BY . : COMBIN'ED WITH. HYDRATED I_1"I.$E. AGCREG.ATESH.At-;�SE.�,,;AT;.R.ALOP. THE PROFE',`�SfONA: - ENGINEER IN R.ESPON'SIBLE CHAR;_4E OF THE EN;GMEEPING NIANI'FACTURED SA:NID PER ASTNI C-144. AND TEST:!,:G UPO..'4 WHICH T HE AL �_OVVABIL E LOADS ARE- BASE -0 S:IAR-,AITTAL S MUC-T INCLUDE THE T-,�IANU? FACTU,-NtER'S ',A FALOG ENGINEE.RiNG DATA, (D 4 PROVIDE READYbIIX ?JROUT FOR USE IN FILI-V-4G OF CELLS AND MASONRY BEA�Ils z A MIN'IM.U�4 ULTI-M.A.TE CONIPRESSIVE STRE.NGTH. OF 3000 PSI kPROPE:RTY UIi;T'S SHALL BE FABRICATED BYAFIRM E!NGAGED IN THE i THE RFOWRENIFNTS OF AST.M'. C-47,6. MAXR.,�'U'�.A MANUFACTURING OF PRECAST A.N'O PRE -STRESSED CONCRETE U Lu AGGREGATE SI_7E SHALL BE 3.'B" FOR COARSE GRO.'-.;T. SLUMP SHALL BE 3" MIN, A..­D 11' AX LINTELS AN'D SILLS FOR A fl 1N, IfAU M OF 5 YEARS. FABRICATOR SHALL H-�lifEAQ�;ALIT-',,'ASSLIRA.','CE PROGRAM THAT COMPLIES WITH. THE PROCEDURES Of N1A*NUA:_ I If) BY THE PRECAST.�PRF-STPFSSED . . _j NOTE ADDING OF WATER TO &I. -IX IN THE FTELD- CONCRETE IN STITU f E z THE READYMIX DRIVER SHA: L HAVE IN HIS POSSESSIC)f'-� AT THE TRAE OFF DELWERY.'%�,IPFTTEN I.-NSTRUCTIONS F' ROM, T HE READYNAIX SUPP: fER DETAILING 2. PLANT RECORDS OF PPODUCTION AND QUALITY CONTROL SHALL BE THE M'AXR�Wkl APOLINT OF �,NATER WHICH CAN; BE ADDED TO THE MIX BY KEPT ACCORD&NCE VVITH. THE PCI RECOfvU41ENDA:11Ii_jNS AND MADE THE DR IVER JN TH.E FIELD (GALLONS PER YARD). OTHER1,A1rSE_ No 'vvATER AVAILABLE UPON REQUEST FOR THE ARCHITECT 'FNGINEER. SHA: L BE ADDED TO THE MIXAFTER LEAVINIG THED)niTCH PLANT c 3 CC -DES AND STANDARDS� Ai L REBAR SH.Al-1- BE GRADE 60 KSI - DEFORMED BAR CO.-N-MRM.-ING TO ASTNI SP-EC A, A. AMERICAN SOCIETY FOR TESMNG.MD, MATERIALS �AST.',iI's I� C33 - SPFC-IFfCATION FOR CONCRETE AGGREGATES. 04 2. G1 59 - SPECIFICATION FOR PC, RTLAN 0 CE M Ef-,TT, Z 8 PRECAST-PRE-STRIESSED, C-ONCRETE fINISTITUTF- cy) 0) 0 6. PROVIDE HDR0._-�NTAIL TRUSS TYPE MASONRY WALL JOINTREINF fDU:R0WALL OR STANDARDS- MA!NUAL. FOP QUALITYt'_O-.-,TPO_' FOR PRECAST 0 (D 0 qj. ce) F- < EQUAL),Zv 16" OiC IN ALL -M.-ASONRY IWALLS INTERIOR AND EXTERIOR- LONGITUDINAL AND PRE -STRESSED CONCRETE 11'11 S r- M r- E 0 CROSS WIRES OF JOINT REINFORCING SIdAL11- BE 9 GAGE VORE MIN �AST�IIAA82,$ G. AlIvIERIcAN CO.NiCRETE ;.NSTff UTE� BUILDRz�G CODE 00 1- (6 c,4 U-) 0) (D V' c) F-00 0 0 0 PROVIDE HOT 'DIP GALVANIZED F l..I 0 N ALL jO, INT ;REI!�;FORCIN G, ' C-1 ^A' ASTt," 153 SS REQUIREM.ENTS FOR STRUIL�'TUPAL C-UNCRETE �AC 1 13118) 4 U-) >1 LO 04 C? Lu 62 N 07. PIER SQ.::T)i. PROVIDE PREFABRICATED CORNERS AND.,ii-I.Q. TEES AT ALL D. AMERICAN CQ:;Ci�ETE !.',;STffijTE_ BUILDItJiG CODE 0) — (0 C14 C) (0 'T 0 c) �NTF_ SE 1,;T ING MASO NR Y VVA: L S. , tO IN- I R i-IN F. SHAIL; BE CO N T IN*UO U S. S Pl ICE AP R E113J iR EIA EN TS OP M ASONR Y STRu CT;11: P ES (AIC. I 5SO, 6 5 (.0 a) cm 00 �3 cu cl) I- c� E: LL ;LENGTHS SHALL BE AMINIMUM OF 6"AND SI-II.A11- CON�A:N' AT LEAST ONE GROSS VV[RE a) 0, cu 04 0 FRO'N! EACH PIECE OF APPED REINFORCING. 4- CONCRETE MATERIALS. % a) cl) > 0 00 0 cu z A� J R 0 (D 0 0 (D 7 SF CU R F MASGI N RY -1 1-1 ADJAr_ E..".1T CO N CR ETE VVITH 4 GAG E W1 IIII I V UFv1 GALVAN IZE D B. AG-CREGATES: I'ASTM G.331. co 0) co (D c)-0 .7- co 1� 0- E c) 3: Fn DOVIEFAILTYPE CORRtIGATEDf�;ASI-Izv,RYViALLA�4'�HORC-PLA-,,EL;,AT 1�33'0_C. IMAXIMUM C. ViATEP POTABLE =3 _; ca LL LL 0 a- U) F_ U0, LSPA-MG (U-N-0 ). PROVIDE HOT DIP GALVANIZED FINISH ON ALL DOVETAIL AN(_- ­;ORS, D, ADMIX-FURES SHALL NOT CONTAIN GALC1iU%-1 CHLCRIDE Or ,ASTM A 153 CLASS B2 (I-- OZ. PER SQ. FT�'�)_ CHLOPI DE bD N' S, ................................................ ............... R E: I'MSO N P Y TO ADJAC ENT STRU GT:1; PAL STE E:_ WITH WEE L -D ON AD -A -;TAB:- "I R E I N F 0 R C I N ................................................................. AN*CHt-,R RODSVVI: 3,,16 DIAMETER TRIAN'GULAR ` IES AT 1�i INCHES C.C. MAXIMUM' DIFFORt-0ED PC- 4NFORCE�-IENT A_qTM A6,,5 -GRADE 40 I'-'F SPACING �0 N.0 ) PROVIDE ijOT DIP GALVANIZED FINISH ON ALL ANCHOR HARDWARE B. PRE -STRESS ING STRAND. M AA I F. 2 701 KS I;- L. , 13- 1 I.ASTk;A1` 'LASSB2_ "!.`OZ_ PER SQ. FT.4� ALL U-Lli�iTEI_ UNITS 14 FEET IN OVERALLLENGTH AND SHO.RTE.R S� HALL 9, P:RO'ADF_',,1VIRES T IES, SHEET t-,rETAi_ TIES, STRAPS AIND ANCHORS HAVING HOT DIP EE ',�IADE Of CONCRETE WITH A M- IN U M STRENGTH OF �5i)0 PS: AT 21,", GALVANIZED FINISH, (ASTM A 153 CLASS 52 OZ. PER SC. FT.), FC�R A, L ANCHORAGE DAYS DE'VICES NOT C'Ot,,�PLETELY EMBEDDED IiN N',ORTAR OR GRO'LtT_ W - Ec;.E C 61 M. PL_ E I EL Y 0,"BEDDED IN �-,IOPTIAR OR GROUT- GALVANIZED FfNISb.' SHALL BE AST.-fv!. A 641, CLASS 3 ALL U-MITELS EXCE17M.NG 14 FEET IIN SHA:_:_ FIE F 01Z PER SO FT MADEOF CONCERETEVVITH Af0;l-,*If,;1,M1 STRENGTH OF 1!,000 PSIAT 2L, DAYS AND SHALL BE PRE -STRESSED CONCRETE 1 cj THE OVy'N*-FR Si-AI_L RETAIN AN 1NDFPFNDFNT Oil;A-HFIED. ACCREDITED TESTINiG LABORATORYTO PF pFfjp.F,4� T H E FOLL(j'%rA,1j-�jG TEST f.,NG SERVICES. a AU SI'L UNITS SHAL-IL BE MADE OF GONCRETEWIT.Li M,4;N:11-.'I_ W STPENGTH. OF 30010 PS1 AT 28' -DAYS- A. GROUT STRENGTH TEST PEPASTI-,�_ C-1019�jEST 5 CUBES PER DAY� Fj M 0 R TAR ST R F N GT H 7, E S T P ER. ASTM C -7 80. ij ES T 2, 6 ES PER DAY I ALL UNITS SHALL BEE SA,1ND BLCY',K FtNiSH EXCEPT PPE-S-1 RESSED. 6' C. CONCRETE MA-SONRY;iNfTS (FOR EAC�4. TYPE & STRF.-`4GTH) (TE,;-,T xi mNgs WIDE. AND 12"WiDE AND ii-LINTEL S SHALL BE SNiI00TH FORM FINISHED. PER. 5C.-Oi�0 UNITS Pukc.ED) -OPIE _S OF TEST RESjLTSSHALL BE IMMEDIATELY FORWARDED TO T�-E ANUHIT ECT. PR OVIDE KN,,_jCK OUT BLC_ CK -`�ILL BEAM. BELOWVIAN Dt-,"WS �WITH -2 NO F 8 ARS ST RI $CT�'_; RAL E.NG PiEER AI,3D GEiNERAL, CONTRACTOR. CONTINUOHS SkMADLY GPOI�TED !NPLACE) WHERE S;;J_ BEAIM IS NOT OTHERWISE SPECIFICALLY DET.At.-ILED 0!,-" THE DRAVVINGS� 11 SEE SECTION 2104 IN 2010 EDITION CIFTHE FLORID^ BU-ILDINCI CODE FOR CONSTRUCTION REQUIREMFNTS 3_31. THE 8E,4,RI.NCi OF THE LINTELS ON ADJACENIT MASEJNipY SHALL BE 81. . 2 SEEPI.ANSFOR r-,'.ASONRYC0.NTROL JOINT� OCATiONSANT) DETAIL- SPA( iNG OF 34. WHERE EPTICAL VN'Lf�`-IFORCING OCCURS AT; flk,,TE: BEARING POINT. Pwu'vo�- AASONRY THE�,AASONRY F A `VV FOR PASSAGE OF CiONTIN UOUS CAST IN q-:-OCKO;,;T IN BOTTO:M. t- - LIN'TI­: I,- I-10 CONTRACT�_R SHAL; NOTIFY T�-:E ARCHITECT �F Af4Y DISCREPANCIES BET WEEI-4 THE REINFORCING At-40 GR.-DUT ARGH�TECTURAL AND THE STRUCTURAL DRAWi%,;G LOCATIONS OF CONTROL jO 1NTS I-ONGiTHDINAL REINFORCING IN TIE BEAMS Li.-N-FELS A.-NI'D BOND BEMNS SHA--'__L BE NOTE� HORI70iNTAI REINFORCIN�,G 11`4 SILI SAN[): INTFL-S SHA:-L MN:-ESS (L z W 0 z ic W W j W U. Z > LLI ca W LLI in Lu Lu IL 04 % _j .A W.A:!. �,U-ra i SN OIJU I.- mk_� U61-1 PQ '014H'T C-IJN,1­(.,X_ IASCAH"n,,O� SPECIFICAL Y DIETAfLE'D 10 EXTENID IFUR fHEP )PUN CONTINUO06: 1 0 AT LEAST 8 iNC.HES -',BEYOND FACE OF JM,19, OF INTO GR-,):;TF-f) A`,,;D VFRTC.A-'_I Y �A`ETTI�,'G OF MASONRY U.-NIT�i P71CR TO OR MiRI.NG CQ-NSTP;,ICTJ0N IS R E:: FO R G E D (,'I- L L S B E Y 0 N D PERMITTED F N4. AS 0 N P Y A t L) )NCRETE: SEAJ-,�S cIN SIHAI: BE j O-N-RIETE IvIASONRYINAILLS SHALL BE BONL DED AT ALL. EXTERIi-iR AND INT EMOR U N 0 HOWEVER W H E P E M A S i-) N P Y 8 E A M� S 6 F A R 0 N N1 A S n?,, R Y 0 R I­0 N CRETE fNTERSEC' T t N G 'v V A L L S A C � R 1- 4 E R S 6 Y 0 V ER L A P F I I N G C 0 U R, S E S RUN' N I N -,G' P. 0 4 D' EyTE:,.,D THE BEA�,?. ,AND CONT�NUOUS LONGITUDINAL SEA]I0 REiilif`.')RGPNG�� THIS PPOVIS�ON APPLIES 10 SOTH BEAP!.-',,G AND NON -BEARING WAL_!_��_ WALLS OVER THE FULL LE-N;GTH OF THE CONCRETE OF, M'ASONRY SU PPORTING SECTIO-11i SIJi-PPORTED BY SLAB HAW,,CHES SHALL BE BOiNDED TO 1,A,1A�-ILS SuPPORTED BY WHERE f.,,,'ASDt�RY -DR CONCRETE BEAMS BEAR 1201 k`AS,U-NRY '*ALA S. EXTEND THE GAi_VPJ1,,,;7FO `7" STRAP "1" 2 -GAGE t-,M.,'rANCHORS AT �14 0 C, fN -REM0 BEYOND THE FACE OF THE S:_IPP(­-R1T OVE::P, ALL SOLID GRO�jTEEI ANT.; _R.`^RJ0f'.3TS. REi�IFORCFD CE: LS ENGTH 0 BE AR ING, F) F BEAM. S�-.Al NOT BE :-F SS T �,'AN TH. I- D E PTf-: OF TH E D;- EA, Al, IL I` SO N R Y H EAD AND E JO I' NO SHALL BE FILLEDSOLID: Y IMITH MORTAR FOR A DISTAN CE FPO N' TH E FACE 0 F THE WALLO, I-- fQ OTIL E S S THAN T H E Tii ICKNE SS 0 F T F E 3t'-. T I E I- I R. S I S T I R P U P 'i, AL L. 6 E A rel S S H AL L b E: P LA C E -D AT 0 1--1 E i�- A L F T HE S FIE G I F! E 11 ;_ONGITUCMA�_ FACE SHELLS STIRRUP SPA(-t'-;;_4 FRO-M. THE :7 A Gi= F THE SUPPORT, TOREr,;jCE�EA.KAGFCJF(iR(-):iTfATt)AD,�A,�E!qTVFR.Tlf-A;-(-F;LS CROSSWFBSt�MST -37. TIF BE F-ULLY BEDDED IN f,,-'ORTIAR AT Aii-L. C'ELLS i_.ONTA:NING VERTICAL REINFORCii--,G. AND PILASTERS SHALL HAVE -NCO 2, C'�LDSED LATERA:_ TIES PLACED 114 f-,AORTAR AT 8�' WHERE INTERIOR ; ONGITUDINA' BA I A , E S PAC E D M;_*, RE THAN F, IN CH -ES RO M. A GO RN ER LON GIT U DINAL BAR HAVING RAL SUP PO RT jTF WHERE7 GROLITING TECHN;0UE 'AiILL NOT REQMRF tRY GODE)T..E P POVIDED BY THE CCsQNcR OFALATERAL TfE. PROVIDE DO'-jBLEHOOK CROSSTIE 1!,,� OF CLE-ANOUT HOLES. MiASONS SHALLEXLRCISE SUCH '�!EASURESASAPE ADOMON TOLATERAL. Tl�. NECESSARY TO KEEP CEL; S CLEAN' & FREE OF SOIL. SANDe 1v1,.i-)RTAR Tlii--IS R. E WITH G RO il; T iF 0 U N D A T 10 i-1 "DROPPINGS). ETC, SO, AS TO t-JOT INTERFE B0 N." D 3 WHERE ANCHOR BOLTS ARE SET IN IMASONRYvVALLS. FILL CD ILS WMi GRiDiLiT ROUTED GEI 1 AS TQ' ,Niij 'kT Gz S 0 T RESTRICT THE F; OVIi OF G ROUT A. -ND SO As AT C'O:jPSES WHERE 6-0,; T'S ARE T 0 BE PLACED AI,.M.-ATLEAST Tl�'V() CO SF R S BELOW T -L-3 PR,',TV IDE A FU LILY 0 �-AOGEN EO;j SL Y G ROU IE L, C E 1-:-, L01WEST B 'C',:_ T,,S'� ADO TfO NALLY, W;-i ER C EXPANSIO N 0 RS AR E TO i- E U S E D PR 0 VID E Si -I LIU i_i ROU T AT L EAST 8" AROU ND BO LT IN ALI_ DIP E C T ICNS AN 0 LIM IT PROVIDE A:-," HIGH X 4" kAODE C; EAIAOUT -.01 E AT THE BASE I�OURSE OF AU SPACING BFT`*'1,'F_EN BOLTS T f. 0 G. -S T 0 VER IF Y PRi­j PE R G ROU I PL ACEII�,'. L �j T RE;NFORCED CELL 1,NHEREVER GRi-juT POUR ;!E;c,;-:T EXCEEDS IN HEIGHT P.Ef-,�iOV'E DEBRIS FROM. -LEANC)�;T HOLE PRIOR Ti-) CAPF-r,,G. GROzjT POURS EXCEED9,;G 5'-0" 11�4 HEIGHT SHAi: BE PLA�ED IN INDIVIDUAL 3 GE.',,Fz-.A: 1-Y. RFfNF()RCING iHA: L NOT BE CUTTO ACICOM I-,�ODATE THE IN,� UNLLIIA KiN OF EMBEDS. AN;CHORS, SLEEVES AIID.�OR­ iTENS. kAfHERE IS DIDABLE NOTIFY THE STR:_iCTURAL i�,iGINFER OF THE fNTENT:0,14 TO DO SO AND EXCEED DUE TO THE DIFFICULTY IN VIBRA-1-f!NG AND LENGTH OF XVAILABLE.5.�4' PPOVtDE ONE ADDffl0N*A:_ SAR EACH SIDE OF !H� BAR WHICH WAS CUT. SiZE OF AOL) DIA HEAD LOII VELOCIT Y VORATORS. EACH LIFT BE G.0., SO L: DATED AND SARS Si ­!AU_ �,'.-ATCH SIZE OF ORIGINAL BAR AND LE-',,GT.'- SHALL BE AF)EO;,.:,'%TE TO AT REC01-�S(_:,L:OATFDAS INDICATED BELOIAIPRfOR TO P_,ACINGT­E NEx1T:_ff7 ---EAST PROWD-E FC-P. A '�'2 BAR DiA'OETER AP �OR F­t,:',-BELiME,,,T'i EACH. SIDE OF THE TERV1,41NATE: TOP OF GROUT P()UR BELOW TOP OF %'.-A-j-�I-NRY UNITS TO PRt-_,111:DE BAR �NH ICH VVAS C� SHFAR KEYFOR CONTINUED GROUTING CONTRACT(�R CO) A 1�1. THE SHALL DE;­f,,,ER TO THE CONSTRUCTION SITE AS AND WHEN A: L PtAGEMENT SHA; L BE CONSOLIDATED IN PLACE Ti) INSURE S.)LIDILY DIREI-TEDTO-00 S:-1iB)-T-.`ARCWTFCT OR. STRUCTHRAL E.NG;NEER. AS f,,1.UCH 0 Z GROUTED ELENIENTS HAVPJG �40 POCKETS, VO IDS. HONEYC_,i)?,!B. ETC BYjSE OF A VE; 01 =C- NIGAI-V[BRATOR CITY W� 'jT Aj0O:TiOIiA: ON;: -'.A:-F T ON OF STOC K L EN GTH N 0 1, R ELI, AR A-14LI P POV;DE S U CH LAB 0 R Lu OW HA� HAVIN'G A _A�'HEAD GRO; SHAI; BE M'O G��,, AS :S N ECFS'SARY TO IN STAI R FBAR AS D fRECTE D U N,:.: �;EID FOR '�kJATER. ARBSORPTIO.N., ]�-,,TD rVIATIEWALAND LABOR SHA; LBE r-R.EDTIEUTOTHE U1,NNE.-RATTHE CO.',ITIRIACT UNIT AOIJUST PIP D RD: '%A,,'HERE Gk OT PILACEN"ENT ISINTEPM_:I1T_EO FOP ONE HOUR OR t-A.-ORE, HE AST 41. T HE CONTRACCT OR SHAL: BE RESPOINSIB:-E FOR T HE PROPER DESIGN AN'D PO UR M.UST BE T FIR kl IiNATE D 1 1;2 INCH E S BELOW TH C TOP 0 F TI I E BLO(;ill TO PROV IDE E OF A: L NF-CESSARY FORN!,I SHORING AND PESH(DRING. T A SHF_-e�R KEY FOR COf'-;T1*NUED1 GROUTING. DESIGN SHA:-:- BE PREPARED BY A PROFESSIONIAL ENGINEER CURRE-�ITLY REGISTERED� !NT:.FSTATEOF C'0,�,STRU*;_-'TIoN OF THE ERECTION 26. THE CO.NTRACTOR HAS THE FULL RESPOf-,'­S;BV_ITY OF PROVEW,�G ANY AND ALL DRA'vVING SH!1�1_:_ BEAR �41S SEA:— Si;3NAT.,_-'RE AND THE DATE. ERECTIOI-4 DRAWINGS NEi'FS',[3ARY BRAGING OF VNIA; ILS DURING CONSTRUCTiON TO I,4A]iNTM-',I STAERfl-IT YAND Tf SHAL:_ BE SIJE-',-�ITTED T_ -iE RESPi-,NSIBLE A,,:TH(-'-RITY. LL ��FRZUCT-'_,`RAL iN'TEGRITY- RETAININiu- WA:-:-S- IF ANY. SHALL BE BRACED Pi�IOR TO AND DURING ALL 5ACKFIL:!!%4G AND CONIPACTMG OPERATIONS. 42, THE C-0 NT RACTO R SIL! AL; BE RESPONS I BLE TO PR OVIDE F OR PROPER STO RACE 0 F j 0 t-,�ASONRY NIATFRIA1,S ON THE CONSTR::CTIO�,� STTE AN'D TO ASSURE THAT --E z c6 21 PROVIDE HORIZONTAL AND V'EPTICA: REINFORCING PER CONTRA(3-1- DC_3;-_U'MEN�Ts AND f,�.ATEMALS AND C�-�U's RE?�,'AIN CLEAN* ARD DPYAT AULL TMIES PRIOR T-'.-j PLACEMENT i SOLID GROUT FJI_: ED CEL; S ATALL VERTICA�. R --E!NFOR CING '40TE H RjZO�JTAL AiND VERTICAL REII-4FOPCING 1,REBAR) Titi BE IN 43. VIMil- E N RY 1,1VALLS ARE BE i-NG C CTED I F IS THE R ESPONS 18. IL F-Y - 3F THE 1 INALLSARE 0 EctMBEDDED GOPO�jTING MASUN' TO BE SURE THAT THE COVERED ATALLTIM.ES CV1A­lEN NOT BEING -,R GR,'):JT SHALL BE PLACED AND HELD iN PROPER POSMON D1JRE.`-,;G WORKED ON THE CO VERN ING CAN BE PLASTIC CANVAS OTH ER SU tTAB; E �13Y NI-E M.EANS IF --NECESSARY� SO AZ,� TO AL:_OI FOR A �. :Nt� UM VVATERPROC�Ff�,IATEPJAi THAT NOT ONLYCOVERS THE TOP OF THEVVA:'� BUT ALSO L THf;_*,KNESLS OF GR,00T THE RE:NFORCI.1-,G AND PROJECTS DOWN AT LEAST TWO FEET ON EACH.' S:DF OF T­HF WA; I__ THIS Is I(, THE IN;SIDE FACE DF THE NIASONRY'_INIT) OF NOT LESS THAN 1;4 lr.,;C�4. FOR E�N'SURE THAT %,1VATE'R DOES N(_)T ENTER THE OPEN',' CELLS AND THAT THE WA; I S 00 z FSSTFIANI V21NCH FORGOURS G Cli T� fNF GROUT AND NOT E R J., T BE C.Gtf,�.E SAT:,; RATED. PART IALLY CQ f-APt ETE D fvIASO N RY VVALL S THAT t X f D S I-- D T 0 R A III N! A Y B E CO!V`E S 0, SAT �j R A T E D WIT H WA I EE PN T HAT T HE Y I A KE uj uj NOTE j VERT:CAL ---'EL: S SHALL BE GRi , I I-, ED TO '�.Nff M1,11 X ;.N C �l OF T:-. E 60 TT­0!1,�- OF N`IONTH S TO DR Y OIJT. T �4. IS SAN ALSO GAUS E E FF 1_0 RESCE NCE. IN AOL, 10' N z N BEA1%AS PRIOR TOO T4E PLACEM.ENT OF BEAM: REII-.3COPCIN;1" SATIURATM,� OF INCREASE `HEA.'�.OU.NT OF CRACKING IN THE 'WALLSANEI THE AND M.ASON WILL BE RESPONSIBLE -E CRACKIIIG SFUAT,_)%1_- R Flil E D ATE H ............................. . ............................................................... ............................ 2-. PROVIDE BAR LAP SPLICE LENGTHS AS S: I;- 1vV1.1 ON DF?.A%A.`I.'-;G SDX. f'N :Comm. No: 12010.00 ACCORDANCE VVI T H THE 12019 EDTFiO.N Of THE :-LORfDA CODE . ................................. ............................... Date: 0 1 / 16/14 NOTE' IN HFAIS. TIE BEAI,�,'S FTC PLACE LAPPIi-,iG BARS IN VERT ICAL ALIGNMEN,T. .. ............................................... .............. ONE ABI-,IVF THE OTHE�-ORDER T_23 CONGESTION Drawn: SF/ RMT PRO AT�7 SPACE F�_)RPASSAGE_ OF VERTICAL REINFORCING, .......... PPOVIDE FOR PR OPE R GRZOU T H-10tvNi CONS OLIDAT 10 N4. TO PROV 0E F OR Revised: PROPER GROUT COVER APOUIN'-D AN[,, PROVIDE FOR PROPER DEVELOPNIEN;T UF REINFORC�,iG, VFRTfCA; RFi.-NFt-_-R(3iNG iND:C�ATEDON THE DRAWi:NGS, SHAI_L BE DOWE:-Eri OLIT OF THE FOUNDATION �OR ELEI�iIENT 1.11,1HER.E. RE;NFO-RC1!1,-, ORIGiNiATES tbEAM, LSLAB TIE BEAM,.W,A_I_ ETC �i�MLIZING ASTANDAPDAC�,40DEG DFVE�_OP THE F-U,'LL ULTMMTE TENSILE S:TRENGT H -'DF THE BAR.) -'J.N.0. 24 VERTfCAL'*AL-;_ mIDICATED THE IVER POSSIBLE S' EXTEND FROM Fr�-U.NDATION,* (OR PE R NOTF NO '23 ABOVE) TO TIF BE-AfA AT THE TOP OF THE VM-L. PROVIDE A STANDARD ACI 9,� H001i OliT OF THE FiJWIDATIUN .,V� D jf�-� 0 T HE T IF B EAM AP SP; ICE :_ F NGT HS SHA:_�_ BF AS I:ND ICAT ED F, Y 'A OTE N 0 ,2. ABOVE. 'I AVERTiCAz DOIAIEL DO ES NOT AL 'VVil H A CELL 1;`.4 1 H�:: WAL: AB OVE. IT SHALL -'%--:0T BE BEI'4T 1;,! 0 RE T HAN 10 DE GREE S THE VER TIcAL (R E%�OvE CELL DiVI-DEER INEB'0MEN' Rul-O'D FURTHER- THE DOWEL SHALL N,-,,T BE BENT NA.-DRE THAN O-NiGE AND SHALL NOT BE BENT INMD A Ci:F('VF7D SL,.APE. D-OW-E.LS N`IUST SE GRO UTED INTO M-LS IN VERTICAL ALIGNINIENT NC ,,TE. WHEN :_AYING Ou'T FOUNDATICIN DOWELS F-'-- R "UN ff-:jqk`-.LY�'SPACE-D kvI REIN FOR CING.F IRS-' LOCATE DOWELS SPECIFIED AT WI-NDOW, 00-CiR & OTHER h1..ASO',.'PY OPE.NINGS EN`DS OF WALLS, COLI-ifii')'NS P11-ASTERS- TIE COLUMNS. ETC., THEN L`_�CATE THE DOII It,, BETIA;EEN, AT THE SPECIFIED t.,`AXIMUNt SPA-,'_�PiG 2-, 'UNLI753 SPECIFICALLY DETAILED TO BE t�iIORE HERVILY REINFORCEID� PROV01F THE ........... ..... . ........................................ F(j:_:_0WIN,G 1�� IN[,.',' U.M VERTICAL REINFORCI.-NO IN ALL lee!ASON:RYINALL�;. . ................................................................ : TO THE BEST OF MY KNOWLEDGF, THE :PLANS AND SPECIFICKnONS COMPLY :THE MINIMUM BUILDING CODES. A ADJAC:ENTTO A,:-: �MASONPY',AfAlu OPENIN-G& 2-NiD 5 VERT B. EXTERIOR' 01 INCHVM,:_I_S 12 NO� SVERT AT2'-,,',' O-C cl. I)NTERIOR 3 INCH 'VNIALLS� I NO. 5, VERT- At 0 C_ 21� ',/EPMA: REBAR SHALL BE HELD I.-N PROPER POSITIO-Ni AT TOP ANA) BOTTOM AND AT -iOT MO RE T HAN O_G IN BETIV,,1EEN *VIA PREFABRICATED GALVAN 1ZED VVIR E RE BAR PO ISMON'-FR S THE M.INIMUIM CLEARANCE FIR OM FACE OF !%�.ASONRY SH A_:1 BE 11 THE 8PAC;1-13G BETWEEN AlIjACEI-IT BARS SHALL BE OM,,;F BAR DIAAIETER OR 17'. vA)HICHEVER IS GREATER 27 %,A4`HFRE VFRT;CAI� NASOI-4RY IVVA: L REiNFID141-:NC� IS CONTV-3;jj_'1: T'jp S H A @ 2013 HARVARD JOLLY, INC.'. ­014CP . ......................................................... ...... FOR PASSAGE 0 G ROUT ......... r�P�THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERSA SN-1 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. . ................................................................. I I , I �, I I I I I I I I I 11 11 I I I "I 11 I I I I I 11 I I I j I I 11 I I I I I I I I I - — Mil I [ Iflig!q [11-1;1 41 0 CL T11 '10 c 0 -7' 04 V) cn 1`4 1; 6 d I ir Ld Ld V) E 0 1z STRUCTURAL STEEL - GENERAL NOTES: 'NOTE_ HREARINUr ELEVATIONS REELECTED DOCUMENTS WERE ESTABLISHED SAC-ED UPON THE ASSUMPTiONOF STAl"4DARD SI REAR JOfST SEAT -6 R -0 I DEPTI-IS THE FABRICATEDDEPT-iS OF THE BA. SEATS E ISYTHE GENERAL CONTRACTOR, THE THE BAR,JOIST FABPICATOR�;SPECIALTY ENIGNEER' THIS TASK BE COMIP! ETED PRIOR TO FINAL DETAILING. M173 OF THE STRUCTURE U PQ THE BAR JOISTS ARE SUPPORT ED - -P-1 IS COOR IS R EQ U D IN ORDER TO AVO tD ANY POTEN TIAL COONFLISST S 1%, HEARING E LEVATIONS AN' D MNY POSS-IBLE OF ADjACENiT WHICH MAY RESULT THE -ISE DF FABRICATED BAR jUIST SEAT DEPHS. I ALL S T CTUR,AL STEEL 'Af OR K SHAL L BE D ETA ILED- FABR ICATE D AN C. r RE CT ED IN DA--; CEVITH THE FOU RTEEN,TH ED CI F TH F A I S C STE E:- STR 0 CTjOt.j WITH THE"SPEC&I-L-ATION FOP THE DESIGN (�F STEEL OF STANDARD PRACTICE FOR STEEL- UIINAD SRILf)GES`. 2. A, AL-., ROLLED WIDE FLANGE STEEL SHAPES SHALL TO ASTF,0 SPEC IF ICATIO N A-942 (Fs­_5XfKSI) UNLESS NOTED OTHERWISE 6 ALL OTHER STRUCTURAL STEEL SHAPES& PLATESHA:_� CONFORM TO ASTM, SPECIF ICATK) N U'N LESS NOTED f, T H ERV%,IISE. 3. ALL POUIND HSS STEEL PIPE SHALL TO ASTNI SPECIFICATION A-5011 y?�' - 1. TYPEC -)P :!-,A, 1) OR AST.- - A- E c . S. Gf, DE B 'IS SHA:: TO AST�,�. SPEC-IFICA.TiOI-,I A-500 1ALLHK I.S.) STEEL TUBE SECT 10 N GRADE F, 'L; -,T.EP �.;O T ALL USED FORAIELDR-�G OR f- H CONNECT:O.-NS OF STRUCTURAL STEEL MElvIBERS AND C:`CM-PONENTS SHALL BE OF DWMSTIC LIKEWISE, AL;_ k-1ATER11A:_S UCED THE MAINUFACTURING PROCESS OF SHALL BE FRO�,l A DOMESTIC SOURCE 5. ALL 801-TS SHALL CC; NFORM: TO ASTM iFy='kE 3L ALL STRUCTMRAL BOLTS SHXL� FIECONFORM TO ASTI..III SPECIFICATION A- 325 i F zi KS i�, �U 'i. 0 �'i 7- `HSN'HEADED STUD ANCHORS SHALL BE MADE FPO;� COLD FOPMED BAR STOCK CON FORM I-NG TO ASTM; Al 08, GRADES I 0 1-3 THRIJ 1020 INCLU SIVE AS MIANU FAC'.TUP EF: BY NELSO�,� STUD. PAINT ( I N FA 5 S H O P.i AL:- S TR U C T U R A L S T-E E L EXCEPL T FOR SURFACES T 0 6E E I �%' B E I- I D E D I N GO t - I C R E T E. F I EL -0 W E:- D E D, 0 R C 0 V E R E 0 W I T H S 0 P A Y 0 N F I R. E PRC-MFP,lG. APPLY PAIN,T I CCORDANCE 'WiTHSSPC-PAII SHOP FIELD AND APPLY PAINT IN OR GO!I�TS TO AMINIMUM DRY FILM THICKNE"SS OF AT LEAST 3, sv!ILS BUT NOT THA�',i 4 PREPARE SURFACE IN ACC0RL;Af4CEVViTH SSP(-; SP3 POWER CLEAWNG WITH SSPC OF HIGHER LISTED WILL HE ACCEPTABLE. AT THE R`.�TOR�S OPTION ABRATOR MAY ,RE USE'--) FOR PREPARATION-' OF STEEI - SURFACES. PROVIDING RESULTAN'T :8 E:QUA;_ ALL TO THOSE PAINT IS A,',,;D PAINTING OF LL iELD WELDS IS REQUIRED AFTER OF INSPECTIONS 9 ALL STRUCTURAL STEEL HAVING EXTERIOR EXPSURE SHALL BE HOT Dip GALVANIZE[,. U N—;z: SS OTHERWISE J!'viDICATED. NOTALLRE-E'NTRA.-NIT CORNERS SHALL BE SHAPED. FREE. TO A RADIUS - FOR DIPPED GALVANIZED STEEL PADIUS SHAL; BE AND SHAU BE MOOTH BY I C. FABR V�ATOR'S QUALIFICATIO S* A STEEL FARPCATOR. SHALL BE CERTIFIED BY T:"F AI-,?-FPICAN INS TITUTE OF STEEL CONSTRUCTION ,,A�SC )QUA; TTY TiF CAT 10-11; P.R0,GpAlv�. FOR CONVENT STEEL iSSED IF REQ,,;IRED BYT.-*E SL,I CODE, APPROVED SY THE BUILDIII--�G OF.FIC�AL_ ION, FABRICATOR ULTRASONICALLY lNSPECT 100% OF THE CCIMPLETE PENETRATION 19 FABRICATOR NOT CERTIFIED BY THE AISC Qk�_:AUTY CERTIFICATION PROGRAM SHALL HAVE FABR!CATIO-N PROCEDUPES A. -ND FABRICATED STEEL TESTED AND EDBYAN f��DEPE�.,'DEt-,TTESTI�-10,A,'-'E�iCY PAYfe�.ENTO - FTHESE --s TESTS A!,.; L; iNSP ECTION S S HALL BE BY TH E FABQ TES. AND IONS SHALL BE BY RAS IFIED 1�4S.PECTQRS PRIOR TO DELIVERY OF STRUCTUPAL STEEL TO THE PROJECT, 1 SUBMIT COPIES *0F THE I!NSPEG-TION REPORTS T 0 THE STRUCTURAL FNGt!NEER TH.F PURPOSE OF THIS $�SPECT;O1,ilS TO ENABLE -THE TESTJNGjJNSPEo_TtON T;- Y JVERIFY THAT IN i3EERAL, THE STEEL Is BEING FABRICATED IN THE C-O-NTPACT A THE TRIP SHOULD BE C H E Di N. TR 1.1, U R ILED IN THE EARLY STAGES OF FABRICATION C0-TACTS " T AL ENGINEER PRIOR TO INMA: - INSPECTION. TESTC AND IONS SHA�,_L THE FO;1L EXA-.M.INE TEST REPORTS AD VERFYTHAT ",IATERIA;_ BEC,G USED IS THE SAf -017 AS THE TEST VERIF fAF)PICAT,-)R'S;,A,,`RfTTEN PL Y PAPERS AND THAT THEY ER3 HIGH STRFf-iGTH OEDURVERPFY THAT SHOP! Hlf3i! 1-0 AISC I4� EXA-,;INE PREPARATIO,' FOR Cr3-.;t.PLETE PENETRATION OINT& 1.",,SPECT OF T. PE ETPA T ;0N W E L 0, S FiLLET WE: S MR. RRSIZE. T-H.Ri_�AT POROSITY AND END RET�_:R-NS STFE:_ RTEARING S PO T C. HE C K HOLE SIZES- 7 AREAS FOR F�URRS 3. TESTING AND RES!JLTS 12 PRIOR TO PHE START OF i-HIS ONSRUCN!-e.AY BE ED AS PROOF III ERECTOR'S QUALIVfCAI ION A F-PECTOR SHAI I BE AL SYSTEhIS IN PRi--;jECT A,--,* Cr_,?,,�PLETED PROJECTS. EREC- SHA:_: HAVE A YE: AR S EXPE R:ENCE IN OF STRUf-TUPAL STEE�_ -OR ;S AN' AiSC CERTIFIED ADVANCED STEEL ERECTOR. '12 SHAL; BE A-32STYPE OSOLT S TO -Sf- �.Y AISC "TURN OF THE RVETIGH IS TO THE REt-- 11 OF THE FOP .TR:_;CT:_;PA!_ A '_ I- - ROVED BY RESEARCH ON R) Bk AS -;.2-) OR A-4- AS APP- STRI.ICTURAL VlDE`v'�,IASHE RS TO I-4JATCHI BO LT STRENGTH FOR AL: STRUCTURAL 80 LTS THE SIDE 0 F TH F T�: Ei PROVIDF ROT!`. T AND HEAD S-M F 0;7 _;R S: OTTED I14, S E E L A T ES T A I S U G G, E T D'E T A IL S F WE D -0 Q S;1 0 P E 0 Ci J E; T K� A N4 D IOTHER BEM,�'. OR '-40T OF-TAiL 0 ON I1 ANY AND ALL DETAtLEDO THE DESIGNED BY A STRUCTPAL PETAINED BY Ef,.4PLOYED BYTHE I R REN T REG:ISTRATION IN E STATE ED ANU WHO SHALL BE TO SIGN' AND SEAL ALL SHOP AREN;_�T DESIGNED ANiD REACTiONI--4 ARE ONNEINSTFIEAISCTH1RTEEE-QTH EDITION TABLE FOR 17 ROk� THOSE NST R. L,'C TO RAL S)MAY Lz E AC CEP TABLE PR 0 VfD ED T T H E F IS S T q iCT; Y A DH E R E D T 0 A i-.E FABR:CATOR f-.4TIFtES THE STRUCT; - i RA. 1 - I- NG 7 NE E FZ O F H; S D E S: R E TO D: F Y C E R T A: N C 0 N N E C T 1 AN D R E C E IV E S A P P R L, I',, W R I T I N G, T O D 0 S O., P P;1 0 R To P R O C I-- E 0 IN G H T HH E P E D E .1-1: G % Tc:E REDESiGN SHA:_: BE BY STRU(-T;:F\,A: EN-,iI-.\-,E-ER HOLDING C:; RP I-.',! 1'ST IIN' TH E S` T AT E ER � I T H E PR -'_-) JE CT ! S T O BE CALC U LATIC. N S A", D SH;_JP DRAWINGS SHAL_:_ BE Ski Bfv'. ITTED TOTHE SIRUCrURAL ENGINEER OF RECOFOR H.�S HALL BEAR. THE SEAL OF THE SPEC�ALTY STR.UCTURAL ENGINEER T HE OF PAY ALSO BE ASKED TO RFOESiG THE "IS IF IT IS AGREED TO IN BY THE CONTPACTOR OR FAEPRlCATOR TO PAYTHE E OP.ASAMADDiTIONAL SERVICE AT ADDITIONAL TO THE OWNER. i R EVIEW 0 F S HO P BY TH E EN GIN EER 0 F R RE NVE BEEN WITHOUT ROWRITTEN CC'-NSTIT',_:TE APPRs'�'VAL OF THESE BYT.-E ENGI�NEER OF INEDAND SEALED DOCIA-,�ENTS By A LICENSED SPECIALTY :AY 3E SI-18te.,ITTED FOR ALTERNA-FE CON.11ECT:ON IF PRIOR APPROVAL AS Nt'-ITEDABOVEL IT BOLT TORQJES SHALL BE INSPECTEDA NO CERTIFIED BY A TESTING L1kBORAT0F_'( AP-PROk"ED BY THE STRUCTURAL ENGI NEER AND RETAINED BY THE OVVNER A. TESTING SHALL BE �N ACCORDANC-EVViTH AISC SPEC:. FICTIONS IFOR STRUCTURL JOINTSUSING AST?A A35 ChIR A490 BOLTS, B. PROR T 0 ViSUA.3- AND PHYSCAL TESTING. TENSION TES_!9NG Us NG A TENSIONS AT LEAST 5%o IN EXCESS OF TI­IEAI_SC, STRuC.URALSTEELERECTOR SHALL SUPPLY THE TENSION CALI BRA7. ON 'DEVICE, ES T A OF 10% OF THE BOL7ED 18, WE: -DiG SHALL CONFORM TO THEE LATEST EDITj&q., OF THE CODE OF TH A%,ER�CAN D1. ALLINEI LaNG SHLBETONE BY CERMFIEDWELERSIAIHO HAVE IDUALfFIED BY TEST AS PER AWS "STANDARD QUALIFIC'90N PR,0CEDURE` AND SHLL HAVE CERTFICATES AVA: LA BL E ON T HE JOB SITE FOR INSPECTION. -�O. ALI `lI%E: DING SHLL BE DONE19:0-NIG E-70 El ETRODES AND SHALL BE DONE IN IACCORDANCE WI'rH.4CVVS 01. 1. LATEST EDITION. IN BUILDING C01N1*STR-1jc71W1 . VVELD SZE SHALL BE PERAI SC 1. 1 7,22 UNLESS OTHEW SE NOTED, ALL �NiELDS SHALL BE CONTINUOUS. I ALL WELDS SHALL BE I SPECE3 ANDOERT FED BY AN i.CIVVI) CERIFIED W WI I H TH ,I�'ELDINGfNSPECTOR'�,i-;OLDlt%l%-30URREN�TC;ER"P-.FiCA7'iOt�li'l�ACCORD,&� E CICi PROGRAM VVHO SHALL BE RETAINED BY THE O(VNER_ '-FHE TESTING LABORATORY SHALL PROVIDE E'ODENCE OF CURRENTCERTIFICA70N OF THE,P%1ELDfNG INSPECTOR PR�OR TO FIRST SITE VISIT. INSPECTION BY NON CERTREDiNSPECTORSWILL P40T BE ACCEP:�IBLE! A INSPE-PON SHAL:_ BE IN H AWS STRUC7URALVVELDING CODE. 8, - I - Y INSP�-:�CTALI-.P:�EIL-0-�i,�IELDED VLSUAL:NSPEC7:Ofq OF WELDED JONTS INCLUDES PEIODIC E)(Af�,JINATIO�4, OF F:TJP, ULTRASON'.-CALLY INSPECT 100% CF THE COkIPLETE PENE 7RATIONVVELDS. 0, RE',IIE'P�APPRgVED,,'�IEL-:)IN4GPROrEC-URES. VERIFYTHAT %sVELDj.!qG PROCEDU RES ARESEING AD HERED -1 0 DUR G Fi ELD WELDING. E. 'VERIFY,kELDERaUAUF�CAT'�0-'4S. 2. SUB. �;11 T SH, OP 0 RAVNI; NG S T 0 TH E A R CH I TEC T F 0 R H! S R EVI EW. S H OP [1, NG S SHALL I NCLUDE ALL STRUCTURAL STEEL FOEMBERS. SIZES. LAYOUT. CONNEC 7-ONS. VVELDS. TPE OF STEEL BOLTS. ETC., TO FABRICAT E AND ERECT THE STEEL FRAI�-I!-NG. SHOP DRAWINGS SUBMI T-1 A L SJiALL FOLLOW: NSTRUCTIONS G!',VEN: N`T�`.E SHCP DRAWING NOTES. :FYE 'qD; -0. ON OF ALL FLOOR AND ROOF PRaR TO FABRICATION. VE. XACTS�ZEAI` _OCA OPEN NGS Wi TH ARCHI TECT, NIECHANICAL ENEGINEER. AND CONTRACTOR- 24. PRIOR TO GENERAL COINTRACTDR AND.;DR STEEL FABRICATOR SHAUL FIFI T) VFF%IFY FXACT RFQWRFD: FNGTH(S) O STP;;CTURA� STIFEL 13AR JOIST MEMBEPSVIMICH FRAME �N'TO AND�OR ARE SUPPORTED BY CONCRE',E ANCP;cjR NlASONRY ELEI-,4ENTS� -.40 SPLICES SHALL BE PER�AITT ED INM�Y STP'jGT;_-:RAL STEE:_ M.Er-el.SERS LIN,LESS SHOWN SHOP DRNVVINGS AND APPROVEDBY TI-:E STPUCTI-IFA: ENGINEER 2i�_ l IN LESS OTHERWISE NOTED OR DETAILED. PR,.-JV ME C ORR UG ATED WALL ANCHORS OF 14 CAGE) AT 1�i- 0.1�c WELDED TO STEEL TO CoN.-,-,ECT TO ADJACENT STRUCTURAL STEEL 2T BASE PLATE GROUT SHA� SHRINKAGE RESISTANT GROUT. PREM11IXED. NON CORROSIVE.. NON STAINING CONTAININ G SELECTED SIL VCA SANDS, PORTLAND CE!4ENT. RI.NKAGE AGENT S, PLASTICIZING M-iD ,/VAjER REDUCING AGGENTS, COLIPLYING WUH COR.PS UF ENMNEER 20- STEEL ERECTION -NOTES: A. BEFORE ERECTION * THE CONTRACTOR IS TO RE. -MOVE ALL FOREIG.I MATTER, AH I C H AG C: 1; kl U LA T E D TH E ST E E � D R: G A N [) IS T 0 P A G, F 5. DRIFT ING TO ENLARGE UNFAIR HOLES WIL: - NOT BE PERf,,I.fTTED. DRILL G LES TO DATE THE LAP ER SIZE FA TEII.ER. POSSIBLE C. AFTER ERECTION.G; EAN FfELDWELDS.. AREASWHERE SHOPPAMT HAS SFF!,� CAMAGED PAINT TO MATCH SHOP PAINT. D ERECT A!; IN THEIR FINAL i OCATION SUCH THATLEVEL. AN D AL E NT ARE WITH IN THE TOLE RN CES PR ES CR lBED BY Alse. CODE, E_ DOUBLE CONNEGTIONS BOLTED THROUGH WEBS OR AT THAT FRAMEOVER THECOLUMN CAP PLATES EAST 'EiNSTA: LED LiOLT REMAIN �N PLACE TO SUPPORT THE FIRST BEAN. THE SECON'D BEAM IS BER-IG ERECTED. ALTERNATIVELY THE FASRi;_�ATOR ',MST SUPPLY A. SEAT OR EQUIVALENT [:EVIC�E WITH. A M.EANCS OF POS.;TN'E ATT INC E!1! T TO S'JPPOR T THE F IRST BEAJ�' WH IL E IS BEING ERECTED T IE GE.ER&L CONTRACTOR SHNLL P;:--,,::VIDE AS F-i-IRECTEL TO DO SO BY i I HE ARCJ�-.'H FT OR STRUCTURAL ENGINEER. AS r,WCH AS ONE HALF OF STRUCT-URAL STEEL SHAPES (GENERALLY L.'GLIT PLATE, MqGLE. AND V',;IDE AN D PROVIDE SUCH DETAiLIN.G. FABRICATION AND SSREQUIRED TO THE M.E148ERSAS DIRECTED.ANY MATERIAL AND BE CREDITED OWNER ATTHE CONTPACT UNIT PRICE - OPEN WEB STEEL JOISTS AND JOIST GIRDERS NOTES: BE AR IN G EV AT 10 ll S P E F L E CT ED 0 N T H E T RA GT DO C; 1; M E NT S. WE R E ESTAFILIS�­IED BASEDUPOI-4 THE OF S_;1I BAR )tST SEAT DEPT HS_ THE FINAL FABRICATED DEPTHS OF THE CAR JOIST SEATS BE CON F IFIR ?0 E D T�! E GEN'17 RAL RACT 0 R., TH E -'--"O N STR U OT MWNAGER 0 TH STPUCTURAL STEE: - FLOWINC(INS;jLTATIO N THE Y-,!-,T THIS TASK BE COMPLET' 0 PMOR To --H D E T Al L G. F A 8 R I-,G A N I) R U C T I 0 N Q F T I -,E S I R U f- E U P O N IN H. I 11; H B A R J U I ST S Al Z. SU P P 0 R T T H 1 S O R 0 IN A T R E E.� U I R E D I OR D E R T 0 A N Y P -D T F N T I A L C 0 ! J F L I C T S V, � G E A R i.N G E V A T I 0 NS A N C A,� Y P 0 S S 1 F 3:_ F I SAL I I NT 0 F A D j C E N T F R AM I N G WH IC F Ni A Y R E S U LT FO T H E S 0 F STA-NDARD FABRICATE BAR JOIST SEAT o�7 PT �jS. T I 3 A R J O I'--, T FF A 8 R f CA T 0 P S Hjk;L PFMVIDF S �i.l. CATALOG SPECIFIED ON; THE MNL) SHALL C:ISTOZ-?I JOISTS FOR THE� SPECIFIED TYP:(-;AL LOADING THAT DOES NOT PPECL41:0E THE JOISTS FOR SPECIFICA:-:-Y SPECIFIED STEEL JOIST SHALL BE ME�v'BEP OF THE STEEL JOIST INCTfTUTE IBAR J4-',ISTS BE SHIPPED. STELL ER ECT ED P U RU AN T TO TH E LATE ST F TH E ST EE L IN ST T UT E STANDAR. D SPE CIF ICATKIIN S ANDLOA-D TABLES F0 R UP EN VVEB STE EL -:0 S-- S (K. OR DILH SEP iES) AND USHA "STEEL ST EEL BARJOfSTS SHALL BE DESIGNED R-YA STR�;C T URAL E..',.GINEEPI,DELEGATED SPECIALTY STRUCTURAL E,,*GINEER.�'WHO HOLDS A CURPENT STATE FLORIDA SHOP AI,.�D DESIGN CALCULATION SHI'v-L BE PREPARED, SHALILBEAR T,�-iE.SIGNAT3,jRE-A(-,I�D��EA:- OF THE BAR J�-j!S- IAND SHALL BE SUC-1,1TTED TO THE STRIUC,TURA: E-GINEER 'OF RECORD FOR R ROOF O iSTS �AIDMW OTHEPJOISTS SUBJECT 1-0 THEVVIND IIN:DICATED ON TH.E DRAWING. FOR THE PARTI,'_.U; AR CHORD SIZE AND JOIST SPA., T-*E SPECIAL TY STR��C-T�;RA.; SHALL DESIGN AND PROVIDE ANYI; ISPEQUIREDTO RESIST S-1 RIL�S'SES BYT HE SPEC�F;ED WIND UPI IFT IUPLiFT CAN BE DETEPNIINE-D AS GROSS UPLIFT I,IINUS 7 P-SF OTHER"YMSE 4 T!-.F CONTRACTOR SHALL SUDNITTETAfLE0 SHOP SHOWING JOISTS. JOfSTSLAT EPTHSANALL SH I E PEI FGATED SP-E-IAL P P RAWI N'G S S H Ai IP E E D .4 N D S EA:_ F D R_ Y T H TY ST P U C T'Ll f �A L E N G I NE ER R E S P O � I S 1 B L E G�; E U F T H I- J 0 1 ST D E S IG N_ P �;IUST f,N9_;LUDE SIGNED AND SEALED JOIST 'LAYOUT- (SHOIMNG FOP ANY JOISTS SUBJECTED TO -NET UPLIFT FORCES LOINIOIST DE LEGATED SPECIALTY STRUCT:,!RN_ MU ST BE WITH ACOPYOF THESE 6. BAR JOIST ARE TYPICA-,'LY NOT DESIGNED �OP CONCENTRATED R AN ADDITIONAL BE FROI-el LOAD POtNT T,-� -NEAREST OPPOSITE CHORD PANEL PO�NT TO REDUCE iZED CHORD STRESSES. VERTY THE AND WEIGHT OF A:-,- THE MECHANICAL Cl-.NTRACTOR PPiORR T 0 FABRi-CA fON OF S ALL I LOADS 1 fl;iUST BE SUPPOPITED SRACKETHAN;oER�S AT THE OF THE BOTTOM CHRD 7 JOISTS AND SHALI HAVE SHOP COAT OF PAINT THE OF THE LAI-ESI SJI PCTIONSTHE BOOK SPECIFICATION HAS A STRINGENT R E0MRFMEL-.3T, REFER TO THE APCHiTECTUPAL FOR PREFERENCE. ST-EEL -BAR JOISTS SE SHIIPPEU AND STtOREU- I'll A,,ERIFICAL POSITM,3. i ON THEIR TOP CHORDS 0 SHA: L REST THEIR SIDE S. BOTTO N' CHI­� RDS. _3 R I:'; A CANT E D PO SM 0 9 BAR R) S HALL ! OT BE k10 DF: IFT), IN TH F F I WIT; I 0 TH E PR fO R KN EDGE AN D TH E-- APP- R 0 VAL 0 F B'_ T H TH E E N GiN E ER 0 z: R E C OR 0 AN D TH E SPEC Y F NG N FF R 0 VVAS IN RES PO IHAR GE 0 F Ti� E OF T H E Jo 113. WELDING' UF SEATS TC.1 EELSUPPORTING A) I', '01STS - EA. SIDE OF SEAT. 81, KCS SERIES JOISTS WELD X ',EA. SIDE OF SEAT IC 1. ;.-I SERIES i0,ISTS - F12-!-FT P FA SIDE OF SEAT 1-40TE .9 A R J O I S T U PO P T VV E L D B P; IN G S A LL R F N SN P E C T E D B y N A HA'�'E CERTIFIED BYTHEAWS OCI THE `CWl' Pf--<FPRF AND 6SUE (.OR L4CK WITH R��SP�::CTTO THAT SPE--flEE; THERE( F) F T H E 'YVE: D G A N D 8 R, I D 3 I I0 tt3 T HE D E S 1 GN DO C � � I M E N T S A, -N D S H O P 0 I S AN I N Q i CAT E A.; Y E S W H E IN E G 0 R R E G T I V E W 0 R K 'Al I L I S, E P E Q U R _E D. S U C H R E T IS S H AL L B E DISTRID: T ED T s-, Tt-� E OWNER. ARIC, TECT, ST IC T U R AL E .3 G IN F E R AND GENERAL CONTRACT?_-IR 11. BRIDGING SHALL BE PER PLAN THE ON'THE IS THAT WHBY BE SUPERSEEDED BY THE DESIGN CALCULTIONS OF TIHE SPECIALTY TO BE PROVIDED BY THE JOIST FABRICATOR. I12. CURVATURE AN, D SWEEP SH ALBE D BY UTIL !?IN;-, PRC. PER, BP!DG IN ,ES pRlrIP Tr FINAL AND OF RAR jo!s-s TO SUPPORTS 1 AU SHALL BE COre'.-PLETEL-Y BEFORE IL;_'�ADS ARE THE 14. PROVIDE ONE ROWOF UPLIFT THE FIRST Pfq.iE'- FROMEACH., SUPPORT 151 P:AGO.-NA; `X' f3RfDCIff-4G SlIALL T INTERSECT JON POINT T N'O T I-: 8 IN G IS PR _0 VICE 0 AS A CH 0 PP L EM, F NT IN . HE LIE AND E -R E C T I 0 N F T H Ez B) a, IN j 0 I S T S B_ R I D G I 4 G ME M B E A R D E S I G I- D A 0 F:jNCTir,%.N AS AXIALLY: 0AE;ED USE OF SUPPORT OF INTR' BENDIN'G NALL HEONOPkOVUETHE,IR EDUIPME�,�'T AND TO _NUT 'jSE FOR �iAf-Q'GER SIjPPC;,RT_ 'WHERE C;-: 'RE.NOT FRAUE IN AT LEAST TAlf_ WITH WEB STRUCTURA: - STEE: hAEMBERS. A STEEL ­STRUT'�:OIIST SAL:_ BE AT THE COLU NIN TO PR OVIDE LATE RAL STAB I LITY TO T H E C 0:_ G ERECT ION FOR THE ff,j STAL LATION 0 F TH E JOIST: A. A 6`.y,6"VERT,-CAL STABILIZER. PLATE TO RECEIVE THE JOIST BOTTOM G HOR D ST BE PR OVIDED AT COL U S. TH E STABILIZER PLAT E rv5.'-: EXTEND AT LEAST 3 GIIES B ELOW TH E BOTT,Of,,� N D H VE . OF TH E JO fST A' A A 13,16 INCH HOLE: FOR THE ATTACHENT OF GoYiNG OR CABLE& F, BOTT Oft,l C H. DR DS O F TEE; - 10 ISTSAT C M N S SH ALL BE STABfL tZED To PREVE-�4T ROTATION Htj1STfNG CAB: ES SHN-L NOT BE RE:_EASEDUNTIL THE SEAT AT EACH END OF T HE 'S.TEE L OIST IS FIEL D 80 LT ED. D EACH ENM O F TH. E BOTTM CH OR D IS BY THE STAB-i�IZ-ER PI ATE� PROVIDE ONE BRIDGING AT THE SUPPORTS OF A� L DEPTH DO NOT RELEASE CABLES UNTIL THE SUPPORT Is ^9. DURiWi THE CONSTRUCTION PERIOD. THE 00flITRAC Ti--)R SHALL PROVOE MEANS FoR ADEQUATE OISTR!B�MON OF CONCENTRATED: - CADS SL� THAT Tv:E CARRYING CAPACITY OF A.Y JOIST IS NOT EXCEEDED- 2 0: � E E NN D 0 F A LL J DiS T S S H A L L a I- T T AC H E D T 0 IT 5 S U P P 0 R T 1 N A C G 0 R D A'-,* C E kpv, I T H S_; I SPE CIFICATIO N; S 9EF 0 R E G THE WEV; HT 0 F AN ECT OR 0 N TLi E JO: STS 21. FN THE GAS E OF BOTTOM' CH 0, RD B EAR IN G JOIST S.. TH E EN DS 0 F TH _E HOIS.T M U ST BE RESTRA!NET), I ATERALLY DEFOR,E RELFASNG THE HOISTING CABLES METAL ROOF DECK FASTENING REQUIREMENTS FOR RED IRON FRAMING SEE PLANS FOR L�ETA;_ POOF DECKTYPE-,Si_ DECK SHALL BE MANUFACTUPERS ST AiN DAR 0 GAG E 0 R GALVA-N IZE D, SH EET GAG E AN D SHAL L CO N F Rfv".. T 0 T H E STEEL DECK INSTITUTE 2- VVELD IN G S HALL C ONF OR 10 TO LATEST A. IvV. S. SPEC -IF NS ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY041jALIFIED INELDERS CERTF ICATES. CERTIFICATES SHALL BE AVAILABLE FOR I.-SPECTIO'N AT JOB SITE WHILE VEi DER IS ON THEOS_ 3. DECK SHALL BE FATENED AS FOLLOWS A. ONE VVELD SHALL BE PLACED AT THE CORNER OF SHEETNDAT OVERLAPPi.*,,�G CORNERS OF SHEETS. S. EACH SHEET OF VETAL R`)UF DECK SHALL BE WELDED AT ITS ENDS TO EACH SUPPORTING BE-",: OR JOP�T AT THAN- B'O-C, f36;`7 WFtD PATTERN) C. WELD SPACING AT INTER A rE BEAM OR ,8ET1,?VEEN OF DEC SHEETS) SHALL -NOT EXCEED 6!'O C, PATTERN). D. VVELD AT PERINIETER OF DIAPHRAGN! (ECHGE OF DECKIi BOTH P I ARALL EL AND PERPENDCULAR TO DECK RIBS NOT EXCEF D f," O E_ V','ELD AT OTHER VVHICH EXT e,,D TO THE AND ON THE RO(--)F PLAN's SH LL A .7 T E XC F I- D 6 " 0 C. O P AT T E R'--O. F ROOF DECKSIDE LAPS SHA! L BE FASM&D TOGETHER kVITH NO 12HFXHEAD SELF ILINGSELF TAPPING SPACED AT 12^ 0.(,;- 4. SHALL BE 5.16" OLMIETER WASHERS FOR I)E%'.K V.AiTERtAL LIGHTER THAN 22 GAGE. ND LAPS 1,A§-L tAATERIAQ SHALL BE NOTI ESS THAN 2'_ SALL OCCR OVIEP OIST OR IALL ROCiF DECK FASTENINGS LAP Sr E (1) SH � BE .PEWS, T - AL; ll,iSPECTED D CERTIFIED BY A.N CERTIF IEP, 'WELDING ;ISPECTOR I 11 0 L 0 1 N G C U Q. R E NT CE R T I F I CAT I 0 N 1 N AG C OR. D AN C E W IT H T H 0 C I PRO A BE RETAINED BY THE OWNER THE SHALL PREPARE AND VVRITTEN DOC:;?MENTATiON OFACCEPTABli-ITY.1,op i ACK THEREOF)OF -HE RE�_,PEC. TO THE CONTRACT FI L'S RREPO�TS BE SENT TO THE STRUCTURAL ENGI.NEER G, E R A� C j_, �l T R. ACTO R - ? . D V i ­_'K S I I F IT r WI 07 - H S A R E A SS T T G1 13 E I N I-- S F 0 R I 1 N C H D E E P DE 11; K DECK SHALL BE ACROSS THREE PANS. EXCEPT WHPRE GEO STEEL LAYGUI_ DICTATESOTHERWISE- EACH SHEET OF ROOF BE SUPPORTED AT A�_; EDGFS� IF STRUCT;JFRA�_ SUPPORT IS NOT THE PLANS. PROVIDE ASA 3 X _� X I !-! �' BETAiF F�`q C;_ OSETDJAC, ENT 'AT A! L SUP 0 RT ED I- DG ES OF DE CK - (M B G O F INC) OF D ECK SU PP() RTS B E 9- I C H E S' C) "7" AT SIDES OF DECK�PARAL:_EL -0 DE1.'-K ORCLUSURE AND DECK SUPPORT ABOVE VVELD TO z - L_ a -ACE ;�iAGE C-117 'T' MENSER SHA : BE 18 s--' DESIGN AND SHOP DRAWING SUBMITTALS FOR STANDING SEAM P41ETAL ROOFING ASSEMBLIES: PROJECT IS I 0GA TED IN A DE;SR IS REGION AS IN-DICAT ED By THE 2fi 0 EPITIOINOF THE FLORIDA CODE- STP�:CT�­:RA:' OFSIG.N. DETAILlI--;'G AND ONIONSOF ALL SEAM NeEM ROOFING ASSEMB; iES SHALL BE THE RESPONSIBILITY OF THE REM OR E -VIDE SEAM, fv'.-ETAL_ROOFI'-,;G SYSTEM� THAT HAS BEENITESTED -IRI -4 t BEQ TAS TAS20:3 H AVE E t. H ER A FL R PRODU CT APF OR Ity. 1-1 MI DADE C OU NTY N'O TICE OF ACi_*,EPTAt-3 CE . STAN G SEM,l M El AL c; F ING Si 4. - B E S M A � I- 3 R I, A RG F M I F I PA C T P F'Q F TR AT I 01 N I-: S I ST E N T (AS RE U I R F 9.) A.',; D S H A; L B AIN C. H 0 P E D T C, T E S T R; I C T U R E A C C O I C E-_ VV I T H T H I- p DA A� PRO -N 8 E R. f 0 R k! A f I DAD E CCj U'll T Y N 0 A)" AP PR 0 VA L DO ENT S ALL 0 F 01 BE SIGN ED NNO SEAL ED BY A SPEC ALTY STR UCTUR A:- E: N -3 IN HOLD . 1. A UING CURRENT REGISTPAT.�O� AS A PROFESSIONAL E..NGINEER% IN FLORIDA 2 T HE DE SIG.,; SHALL BE PER F 13 Y A DESIGNATED "SPEC 1AL-IFY" S I RU C T UP AL E N G I 1,;E E R -'O L L91 N G D CU R R F T R I1 �:i T 2% A T I Ot-I T q STT 0 L 0 R � f )A SL4. ALL BE ETAIN Ez 0 BY TH E CONTRACT OR AND IS HALL BE T H I--- ENGJN EER F RECORD FOR THAT POR.T$ON-C, OF THE STRUCTURE TH.OSE STRUCTURAL ELEt,lEfTS) IELEMENTS BE DESIGNED TO THE A. U SPE ELI = 137 I.;IPH CATEGORY) "B" RISK CATEGORY It 0 BUILDING ATEGnRY = F RES!STANCE SHALL BE 13A�SEDI UPON THE OF f HE A19 E C. Ril T E R IA 0 R F THE DELEGATED ENGINEER SHALL PREPARE T - R E E R E N C L T -. E 2 0 I Q E D I T I �_! F T H E F: O P P3 A 8 I I I L LI )'N 0 A fl D A ILL APPROPRIATE SERVtCE:A_B1�Tyt_-RjTEPIA. 5. FOR SUCH ELEMENTS SHALL BE ED TO THE ARCHITECT FC I, SH ALI_ UJ FIE 0 R ITE RIA, PL ETF RE AONAND TYPICAL AT ALL POINTS, ET C_ IN fP ANCH ORAGE.. G AG E. SPAJNG., ASTE NE R TITY & SPA C G 6. SERV r-EABILITY -R.EOU ENT S BE II-4 THE PAN E:_ j,4 D ANCHORAGE TO PROVIDE FOR, T,--ERre.AL EXPA!'-.4S:ON AND O I-- D ER TO fI3:T INING �'O F TH. E TAL DF IGNED SEALE A SIGN?SHOP DPMV:NGS AD CLCU'LAT IONS SHALL BE S D D I D BY THE DESIGNATED "SPECIALTY" WHO *AS IN GE OF THE DESIGN 8 THE SELECTION OF ROOFING FACT OR ER M.H.ST MEET THE APPROVAI OF TH'-- ARCHITECT -,�.ETAL GAGE, ROLI PIRDFI; E_ ETC, ... . .... .. ....................................... . ... ... ..... . ............ ...... ­­_11111-_1_.1-.1-­-._____ -------- ------- "SPECIALTf' DELEGATED STRUCTURAL ENGINEER NOTE, ...... ... .......... Ng ;.mud A fw§t LA'ff IQ ..................................... ...... ........... SPECIALTY ENGINEERfNG'Y'VOK SHALL BE PERFOR�;IED BY KNOWLEDGEABLE PROFESSIONAL I SEE DRA�PONGS FOR TYPEA:­M, SPACING OF ANCHORS REMARED ENGINEERS'AlHO'S PRACTICING DfSCiPf_fNF SHALI_ BE STRUCTURAL. T HEY SHALL Uj CURRENTVALO REGISTRA-HON IN THE STATE OF FLOMAAS PROFESS!ONAL THE NOTE� WILL NOT BE AN ACCEPTBE ALT ERNATIVE To CONTRAICTOP AND STRUCTURAL SUBCONTRACTORS ARE ADVfS)ED THAT TH ARCHITECT AND STRUCTURAI ENGINFER OF PECOPD SHALL HAVE THE RIGHT TO OR DISAPPROVE OF A.NY INDIVIDUAL SPECIALTY ENGINEER, WITHOUT STATING THE REASO.-NI AND 2. CLO SE LY F Cii 0 I�NSTAL LATfON fIqSTR Lf CT S PR D WIT H TH E ANYADDFIONAL COSTS OR LIABILITY TO THE OWNER THE ARCHIT ECT OF! PRODUCT, BY THE t-.-1AN;UFACTURER_ THIS INCLUDES TYPE AND a) RECORD OR THE ENG:".�EER% OF RECORD ACCORDNGLY. IT BE PRUDENT FOR THE DAMETE R IFO P A OR S'ZF. CLEANINC, IONS FOR THE i c? ITO SUBMiT THE THE PROPOED'SPECAL-TY:'STR U CT U: R.Ai E-N G N; F FIR HOLE (REM�OVAL OF DRILL DUST OR RRY BY AIR AND A-D IIC TO THE STRUCT1;RAL ENGWIEEP OF RECORD- PRIOR TO FORMALLY CONTRACTING FOR MATERIAL ATI-DiN A,NPOUANTIT FOR A G NIEN, APc,: iCATION SERVICES T�;E'SPECt.ALTY'STRLIC�T*LIRAi-E�-4GI!',;EERISC.AUT:Ciz*,.EDTH.ATA:LSt;81,,�.fFTALS 'ANCE WITH THE STATE OF BE PREPARED AND SUBMITTED IN ACCRD REGARDING ARE MANUFACTUREDAND� ADM.MSTPATIVE CODE. CHAPTER OF PPOFESSiONAL D:S RIBUTEU AS -FIAI`0 PART (SASE:HARDENER) CARTIDGE INST ALLED WfT-, 00�jBLE EN GIN EER S CON CERN THE DES!G N OF STRU C.TIj RE S'. PLUGER VVITH NOZZLE SUPPLIED BYTHE C0 MANUFACTURER EPDXY St-.ALI_ MEET THE REOUtRFt,`I�ENTS OF AST?�. CMI IT IS THE DELEGATED SPFCIA�_TY RESPONSIBiLffY TO M7 'VIEWTHE II� SPECIFICATION FOR TYPE 1, 11 IV. V� GRADE-3, CLASS S, C AND D AND DEVELOP A ILL NINEROF RECORD'S VVRff TEN ENGINEERING CRITERIA REGARDING THE SPECIALTY 650 PSI YIE,,-D STRENGTH AFTER 41 DAY URE. REQ�'JIREV.ENTS ORDERTO DIETERIv4INETHE SCOPE OFWORK01FTHF PREFERABLE: M.ANk:FACTURERS ARE AS FOLLOW: 'SET" SPECIALTY ER;NG A STRONG TIE b- H ILTI 'H Y -I EO" Uj THE DELEGATED ENGINEERING SUMUTTALS SHALL YIIITH THE OTHER MANUFACTURER'S PRODUCTS WILL t�OT BE CONSIDERED NL0f U) _TE REPARE BY THE ENGINEEZ-1. OF RECORD WRIT A:; OWABii E LOAD DATA. BASEDUF S UL S R ION TESTING LABORATORYRE T A E W THE CONTRACT DOCUMENTS. THE DELEGATED ENGIN'EFRIING INCLUDE THE PROJECT NAME ANDTHF DESIGN CRITERIA i-;SED IN PREPAPUNG IvNITHIN IW PROD; CTS IS BASED UPON THAUT OMATiC OF THE TWO PARTS PRIOR THE SUBM-ITTAL TO DISCHARGE FRON': THE AND THEIR LITERATRE WHREPRESENTS A ICONSIDERABLE BACK UP IZ 3- TH I- DELEGATE D E�N G INEER ARE DETAILS. FEATURES OR U.NfivNMCIPATED THE WRITTEN E*-,�IGINEEMNG 4- GENERALLY M4CHOR DEPTHS SHOULDNOT BE LESS THAN 8 POSSIBLE. VVHEN ARE INSTALLED THRH_II.!GH BRICK AND�R cn SYTHE ENGINEER 01- OTHE DELEGATED ENGiN;EER IREOUIREMENITSPROWDED - : SHAL_ ELY CONTACT THE ENGINEER OF RECC'RID VENEER. THE ANCHOR SHALL PENETRATE INT:-� TH E BACK UP STRIJC;TURAL �-0,ASONRY IOR CONCRETE AT LEAST %3 INCHES 4. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGIN'EERfNG M ENT S T 0 TH E EN GIN FER 1 F'R FC 0 R 1, F OR R. EV IEW. AL L D Ft EGATE D I0 5. WHEREUM; E,)f'�4EXPA-qS[i,)t-4ANi.�HORSAR�: REQUESTED;N LfEUOF GAST:N PLACE (D z ENGINEERING DOCUM-ENTS SHALL BE SIGNED AND BY THE DELEGATED ANCHORS, THEY BE RECILIESTED iNAIRiTING BEFORE ;NSTLL-ATIC.-N A -ND ENGINEER, NVHO ALBE GONSOEREDTHE ENGItNEER OF RECi_.�RD FOR THOSE ADEQUATE MANUFACTURER'S LITERATIURE BE SUSN-41 TED AS W STRUCTURAL EI_Ef,�Et-,iTS DESIGNED BY THAT M0 SHALL INCLUDETHE THE OF EXPANSIO."; fv*AY OR fw.Ay N'OT EACCEPTED ANCHORS. A. FRAMING PLA'NS,DETAILS, TO DEFIE THE CONFIG'URATM AND STRUCTURAL CAPACITY OF THE STR;­ CTURAL EXPANSICN PERMITTED THEY WILL BE REOUIPED TO BE .AT LEAST SIZE LARG EP AN D 0 R E CLOSELY SPACE 0 TH. AN T HE SPECiF IED E-M. B ED DED AN CH z Cokipo--NENTS AND.:OR THEIR ASSEIBLY INTO A-STRUCTURA:_ SYSIF-1.0. Y SCR EWS SH,kL L BE 1:4" DIA.-M. ETE R 1 1-:2'; 11I IN I! U! EM B E DM T INSTAL.LED S HAVIIN G ADEQUATE DE TAIL F OR TH E E NGIN ZE ER 0 F R EO RD T 0 DRILLED HOLES APPROPRIATE BIT ER. SCRE'vVS SHA BE MADE DET ERIMINE THAT T HE SUBM 1TTAL WAS FULLY E.N G I.N'EER ED AND E"-ITED- F Q U M T E N H UN OR E S ER tE -S C OLD R 0: L ED S�T E E: AND SHALL BE FLUOROCARBUN COATED. NOTE: THE ENGINEER Of RECDRDWIL; NOT PR()VIDE DETAILED REVIEWOF C14 THE DELEGATED M CULATIONS 7- ALL SCREWS TO BE HOT-DIPPE13 GALANIZED OR STAiNLESS STEEL. 0 Z 0 m 0 O(O 0 - F- cl) (O 0 (6 M < F- 00 I 0) t r- 0 CIJ LO 0c) 0 E 0 0 L6 C,) 1� U) f- C14 1 CO C'4 LO 4 0 CO W C6 0) CD M 0) CO CC cl) r�. CC �j c� -2 LL DESIGN AND SHOP DRAWING SUBMITTALS FOR EXTERIOR WINDOWS, DOORS� TYPICAL FOUNDATION PLAN NOTES & LEGEND: 0) 'a C,4 0 .0 co 2 0 STOREFRONTS, CURTAINWALLS, ETC: cu 0 0 00 0 CC 0 Z 0-0 CID , z CL 0 M n ELVNUSED THROUGHOUT ST�<UCTURAI_UqAWINGS IS THE E L) THE STRUCTURALANALYSIS. STRUCTUPAL DESIGN- AND OF Ai i NTERIC.,Q. NHDFLOC�R ELEVATION OF THE IS SEE LL LL 0 0- cn cW) EXTERIOR WINDOWS. DOOPS. STOREFRONTS CUPTAiNAIVALLS. (ANDANY OTHER. STRUcTliRES RCHITECTURAL ANO.:ORI CIVIL DRAWINGS FC.,R ACTUAL ELEV 'Wfl fCH AUSE S THE F>,7FR 110 R _R EVELOPE). SHALL BE THE . .................................................... .......... OF THE TOP OF TYPICAL IS 1�4` ............................................................... I THE SHALL BE PERFORMED BYA DEI_E;_�ATEO "SPEC IA:-Tlr'STRU CT;jkA:- ENGINEER F REFER TO AQCHi T (-,TURA: & HO:_DIN G CUPRENT IN T,-.E STATE OF SHA:_L SE AND SIZES OF SLAB TH PU SLAS PEf-4ETRATiO NS RETAINED BY THE COINTRAAI�TOP AND WHO SHAI BE THE ENGINEER OF -RECORD FOR THAT PORTIONS OF THE STRUCTURE jHOSE HE �SHE 4 INTERIOR SLAB .GRAD�� T,.— BE 4"THiCK,,0N 14 BARMERI :i i DESfG N ED. ,iVfTH 6 X 1.4 ''IN 1.4 TO THE SITE IN FLAT SHEET I POLLED�CHA;RFD 1 '.:2 INCHES FRONi TOP OF SLB SLABiD:_STEf:ZS IELEMENTS, SHALL HE DESIGNED PUPS: ANT TO THE "C'Oki:PONENTS AND AT A IN E>,.CESS OF INATURA: GPAD-E AND Ai,'.,*Y NECESSARY FIL: PR OI S ION S 0 I-- AS CE 7 -1 0 SHA; L BE IMP,CTED Ti-j 9�,% OF PROCTOR DRY DENSITY, I 3CANTS T A DEPTH OF I I -NCH N AF R N IS H lN G A. B AS E W;N 0 P 17 D 37 MPH AS THE SLAB WIL� 3 0 P PO RT T H E 'A?El G H T 0 F T H I- AN D T H I- p ER AT 0 R WIT 110 UT 8- BUILDING OCCUPANCY RISK CATEGORY fl S U RF ACE DANAG E AN 0 T H I- SAW V IL: PR ODU CE A CL EAN t;u I W IT H 0 UT Df SLO DG I G EXPOSURE ANY E. BETIVVEEN SAW S SHALL EXCEED FT. .C. BUI: DIN NiCLOSU RE CATEGt 'G E _)RY (GCpj + 0. WAY THE GENERA: COORDINATE AL:_ SAWC U T L ID CAT S VV IT H T HE AR C, T E C PR 0 R T O &P. AK 1-.,.G A N Y C U T S. S E F I B ER NE S H AL T ER t I AJ_ TH E DE GAT ED SPE CtAl-TY STR U ICT UR AL E N, G EER SH AL L PR EPAR E CAL C:U LATINI S WITH REFEREN'CE TO TH F 2010 EDITI-DN; OF THE F:_ ORIDA BU it-DIING CODE AN; D AL L .PPROPR, LATE I5, INDICATES 31;3 WIDE CRACK E.KF E N 0 CRffERIA FROf-,� TOP OF TO OP OF WALL ALL TIE BEM1� ITHROUGH S H1__;P DRAINGS FOR E:_EMENTS SHAU- BE SUBI-;jfTTE[) T;- T�-E -TAILS ON SH SD PROVIDE C I's WH ERE IN SEE DE _ATE A Of ORREVIEWAD I.CLUDE ALL DESIG:N CRI TF-PtA_ C-O-MPLETE CALCULATION�S DDITION NOT SPECIFICALLY INDICATED ON PLANS� ANID TYPICAL AT ALL C-014NECTION POINTS- S INTERIOR AT EXCEED 26 FT� DE HOP OR G S AN AVIN "D CALCULATIONS SHALL BE SEA'­EED AND DATED BY INDICATES _VERTICA; REINFORCING BAR DEi 'SPECIALTY' STRUCTURA�_ WAS IN; PESPONSIBLE CHAPGF OFF M.-ASONRY WALL CELL �SEE PLANS FOR BAR SIZE & LOCATIONI FHE DESIGN. SHA:-L THE FOUNDATION VVITH A STMOARD AC;I 90 DEGREE HOOK HA:NG ADEQUATE fH ABOVE THE THE FOOTING iS PROVIDE DOORS. ETC., HAVE BEEN TESTED TO 10111TH STAN D THE TO PROVIDE FOR. A FULL THE :S CONDTO SPECIFIED WIND AND PROVIDE EITER: OAD TEST DATA FRO-S! AN APPROVED OORDINATE R);.:R :LENGTH MID WITH THE DETAILEP SUCH TEST ING LAE:4-JRAT-DRY A SIGNED AND SEALED SPEC-W-TY STRUCTL;RAL GINFERING TO T`AT TH E OF THE E 20I F L' R Il­ BWI_D0NG CODE HSTA'e,D THE SPECIFIED CRITERIA. LIGHT GAUGE COLD FORMED STEEL FRAMING DESIGN AND SHOP DRAWINGS, THAT FULL APS ARE OVAT ALL VERTICAL WAIL, LAP SP; ICFS VERTICAL VV, i HAi. EXTEN 0 TO AND TERM.iINATE 1-� THE I_IE BEAI-,� AT THE FOP OF THE WITH A AC: Sit') DEGREE BAR SEE PLAN DETAILS AND SHEET S02, FC; OF BAR WIT; HIN THE NOTED OR WAILINTEL TIE BEAN3'S SHALL �NOT BF-: ESS THAN THAT SHOWN TYPICALLY IN COLO VI)A:: UbLE VLRI fCAL k EfN OR EAR 6 A 6 INGL I- SOL ID GR0;jTE IA S 0 N R Y Wki'z_ G F L E E PL A-N S I 7 0 R S P F C tF: C 8 R 17 F ,Ci C AT to N'4 AL IOF .......... NOTE ABOVE APPLY. TH CTUR.Al- A.-ALYSIS. ST RU CTURZAL DES DETAILING AND CON NECT K) Oz� IIA. AL.; G H T G A-*,: G E C OL D F O R rv! E D E X`T E R I O P ST E E L 47 RA 1 NG I GA. E S V E Q T I CA L A S O N RY VVA: L R E I N F 0 R G I f-,I T R R P T E B Y IB & SOFFT FPAI,,�:NG OPEN tI,4G_ PROOE REIN�:ORt�:8�;G B-*.-jTi-:. ABOVE NDWSH.ALLBETHE RESPONSIBJ� tTYOFTl­1E:: FASRICATOR�;FRECTOR_ THE tt*,,F�-jfkt,�ATI�-J,-�'�-0?�TA;',.'--�D IN THE STRUCTURAi_ CO�4TPfiCT COVERS STRUCT;,:RAI- LIGHTGAUGF STRIP TYPE� L D F III- - ;O NS ID RED AS A P RMANCE SPEC IF I' ATfO. TO BE N II FOOTING SIZE IINCHES . THE ST-R.00TUPAL DESiGN SHALL BE PERFORM-ELI.- BY DELEGATED I'-FXX-' I�,L) ,ICATES, ; `OR PAD TYPE) FD; MNG. `XX'INDiCATES "SPECIALT Y TRU CT U R A; E IN E E R H OLD tN G VA LID, CU RR E:,; T R G [ST R ATIQ I TH E FOO 3 ING SIZE N' IN CH. E6 S T AT E 0 F I--: I D f.' H A E R, ET A I N E D BY T H C 0vN T R A^c T D R AN 0 S H A:- BE THE ENGIN'EER. OF REC; RD F;)P THOSE P ORTiONISCIF THE STRUCTURE il- t'XX` STEP) STEP IN "XX': EOL: STRUCTURA:_ HEISHE I-i-ESIGNED NOTE THAT A "�PFCIA�TY STEP SEE DETAIL ON* SHEET 801 PACKAGE:S PACiLbG_ 12. SEE I-OU' DATION Df::TAJ� S ON SHEET S01. ELE-ME.14TS SHAL; -K- ED Ti-� THE EN TS AND i3- SEE ^E;ETAf:- TYPICAL NIASONRY WALL ON SHEET SD'2. FOR USE IHERE INTER:0P. DO ES '�O,T EXTEND TO AD IS THE ROOF DECK BRACING SHALL BE PROVIDED AT ALL WHRWALL 1--iOT1 Im A ROO-- L�VELOAD 2C. PSF LATERALLY SUPPORTED AT �NTERVALS N,-T FXCFEDI-.'�G OC S:,.:CH LATERAL .9. LA T W I N D D: PEP ACE 7- ­10 PPRTtvAY BPROVIDED BY Oi� BY TIES lei I BASE WIND SPEED I 7 P H AD.-ACENTSTED B13i: OCCUPA-NiCY RISK CAIEGORY 11 EXPOSURE ,SURFACE 14. UCH FO; STEPSAS ARE.'NECESSARY TO THE CONTRACTOR SHALL PROV:DE S, 0 6 U 1; D 1 I- N C L 0 S P E CAT E 0 R Y E O S E 0- PFRMTf AUL BEI OW GRADE PIPING TO PASSTHRO;,:(�4 THE BEMiEE TH E _f Of-e: 0 F T HE SLAB 0!N GPADE AS AND TH E TOP 0 F TH .: . 3 THE SPECIALTY STRUCTURAL E-14GINEER SHALL PREPARE CAL UU I S Uj -AT BE: OW� PROVOE A OF FO'-jR NCHES--"O:L BETWEEN THE WITH REFERENC�'E TO TH E 201 0 EDITIO I,3 OF THE BU C_;_-:,DE A.'40 ALL PIPE AI,ID BOTTI*-. OF THE SLAB ABOVE AN'D THE Top OF THE F0; RORIACAL PIPE :-OCATICsN WITH PLu,MBING AND CLALYSTATE ALL ASSUN4ED DESIGN LOADING. DEFLECTt, . SHALL NOT ECEED THE SPAN DIVIDED BY PROVOL SLAB DE PRE SLUPES. SLOPES TO ET`� AS REQUIRED BY DE SIGN ORRAIINGS FOR FLEME TS BE S LfSt-,l ITT ED T-D E "DETAIL -SUCH FOP REVJE�A'A-ND SHALL UDEALL IGNCRITERIA. ETE DRM� LOCATIONS SEE TYPICAL IN AB', ON SHEET Sol IS AT AL; l� PROV:D-z- A TIE 8-*-�A.-i,�'ATTL-F-,,-,-,P�',,F ALI- TC D ES O P S 6H ALI- P �-.'O V UE 0 PLET IN FO R MAT ION 6 T U I S. �FLOR; EEL. ROOF LEVEL,TOPOF FREE C i WAL;_� El C UNLESS OTHER1,MSE : : LL TRACK. JOIST S. BRACING, ST RAPS `�EC.ES6_ARYTO i ISHALL SHALL BE If; iNCHES DE 1) f K I 0 T H 0 F A A S I13 BE 2 S BARS ALL BERS SHALL BE SPEC:FIED IN THE ITT A;. Wi- fCH SHALL I;N'TEGRITY ISTIRRUPS 24 0 �15 INCHES O-C. ABOVE rv� EVEN IF IS II-)E c6 t,4ANOFACTUPER AND RFQLJ:RFD STRUCTURAL PROPERTTS DETAILS OF A SHALL BE A:-:- C" IALL OF aEAI,,) GAUGE FOR!tIED ERS SHALL BE NIADE 17 BRACE k,'IiALLS PR l,';)R TO AGAINST THE!v� TO PRR,`E�NT I;_IGHT SS INOTED. AND ROIATIO-N OF A! I WAlU IS AGAI LOADS OR OTHER OTECNI5. DE SIGN :S P DRAWINGS ANIII SHALL BE SIGNED, SEPIEDAND DATED THE DELEGATED 'SPEC1ALTV" STRU-�'TURAI_ OANDWALL IS FULLY CONSTRUCTED AS IN -BY E.MNEER WHO WAS IN, C H A G E O F T. I- D E S t G -N SIN' PLACE. cl) a. z ;%NOTE- THE SPECALTY f-.-1AY AFTER APPROVA� FR M0 TI IF LU W LLJ ARCHITECT AND STRLK�T�_:RAL ENGINEER OF A.`�Y IJETAt: i'AT N Z T .4 HE APPPOPRATE D: RING DESIGN AND 6. AL L:GHT CAGE STEEL STRU-CTUPAL SHALL BE GAL,,(ANfZED AND SHALL E:E ............................. FPOl`v' STEEL HE REU OF A-S �T.M. A-653, GRADE .. .............................................................. G A: E A T H I C. K E R M. A T E. P LAL W I T H A M 1: I M M Y EL D S TR E; T H Q F 5 0 KS I A."; D ::Comm. NO: 12010.00 A S, T ti. A -6 5 3. AD I- '8 13 G A G, F A No T H I N F R 'M A T E R F.A; WI T H A I I N I �vl �,,l Y f I- i D ............................ ...... STRc­N,GTH,')F 3:3 KSf. Date: 01/16/14 THE GAGE FOR STUDS USED ORPARTITtOtflf--IG S -A: L NOT E B ............................................................... Drawn: SF/ RMT SS THAN 20 GAGE - 'Qa46 IN DESIGN ...................... ................................ lli - I I III I I_r In -v „r I _ I — !7 It'I1 p 1 1'1— III I I P I l, ID 0 0 L6 0 0 0 (L c tLv c 0 v v c V) / L U 0 0 d i 0 U v ci v c 0 1 v- 2 C El 5 L v I 1 1 I L---J pl to K B C D E F G H WF30 G.J. B.G.J. W1=30 HF30 OIL TOP 01= FT'G EL.: (-) 1'4' (TYP, U.N.0) A oll I ■ I, EE OPPO51TE SIDE FOR FT'6 51ZE # REINF. - - _j Im I SIM. IIII 4 I I I IIII lol L I I � IIII I I IIII � J j j I � IIII I Ss3 IIII I IIII 4;_0;; I I [2" THICK CONC. FT'6 W/ (5) 05 LONG WAY BOT. 8 IIII I (q) #5 SHORT WAY WT. I I I I I—L-----I I 4- I 1 • � I s 7 ,? COO L--- m TOP OF FT'G EL.: (-) I'-41' (TYP. U.N.O.) 1 NOTE: THE MAJORITY OF THE PLAN DIMEN510NIN6 15 PROVIDED ON THE ARCHITECTURAL DRAWINGS. U5E BOTH STRUCTURAL AND ARCHITECTURAL PRAWINC75 TOGETHER FOR BA510 I 4 loft LAYOUT AND GON5TRUCTION OF THI5 PROJECT. ANY 055ERVEO OE5CREPANCIE5 BETWEEN ARCHITECTURAL DRAWING 1 DIMENSIONING AND 5TRUCTURAL DRAWING 56ALE LAYOUT �I 5HOULD BE BROUGHT TO THE ATTENTION OF THE 0) ARCHITECT IMMEDIATELY UPON 0I51COVERY. N PLAN NOTES AND LEGEND: —� M HFXX = INDIGATE5 CONTINUOU5 HAUNCH FOOTING AT NON -LOAD BEARING MA50NRY WALL5.5EE , • SPREAD FOOTING 50HEOULE ON 5HT. 50I FOR 51ZE d REINFORCING. ' m WFXX _ INDIGATE5 CONTINUOU5 WALL FOOTING. 5EE Lu SPREAD FOOTING SGHEDllLE ON SHEET WI FOR � � �/ Lu 51ZE d REINFORCING. GFXX = INDIGATE5 SPREAD FOOTING. 5EE SPREAD z FOOTING 56HEMLE ON SHEET 50I FOR 51ZE d REINFORCING. C/) OI INDIGATE5 (1) #5 VERT. ® Y-4" 0/C. (MAX) IN GROUT FILLED CELL. (TYP. U.N.0) �■■r O INDIGATE5 (1) #5 VERT. ® 4'-0" j 0/6. MAX. IN GROUT FILLED CELL ABOVE d BELOW OPENINGS. z (TYP. U,N.0) r Q3 INDIGATE5 (2) #5 VERT. IN GROUT FILLED CELL. OTY OF ADJACENT 0 CELLS PER PLAN. (TYP. U.N.0) ® = INDIGATE5 (1) #5 VERT. IN `V IN GROUT FILLED CELL. A a O r r z O O = PLACE (1) #5 VERT. IN GROUT o m r o Q FILLED CELL A5 5HOWN EA. 51DE ( IT NI�� "' o°'o `Oo 0. � 0 OF STEEL TRU55 ABOVE. 4 L6^ T' ^ op - Lu © = REFER TO DETAIL GRAGK CONTROL i s [ 6 a' i N -2 -O N N��-:8, LL STEEL AT INTERIOR CORNERS OF SLAB # a) � o u w o ON GRADE ON SHEET 50I. (TYP. U.N.0) n o co ° o °' co o = z C7 5.F. INDIGATE5 LOCATION OF STEPPED FOOTING m p o 5EE SHEET SDI FOR DETAIL. � .. G.J. -- INDICATE-5 MA50NRY CONTROL JOINT, 5EE DETAIL ON 5HT. 50I. 1 B.G.J. = INDIGATE5 BRICK VENEER CONTROL JOINT. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOGATION5. i NOTE: PROVIDE CONTROL JOINT5 IN BRICK VENEER TO MATCH CONTROL JOINT LOCATIONS IN C.M.U. WALL. 8" MAX. OFFSET IF REGV ARCHITECTURALLY. 5EE ARCHITECTURAL DRAWIN65 FOR LOCATIONS. 5EE MA50NRY WALL INTERLOCKING DETAILS ON SHEET 50,2. (TYP. AT LOAD R BEARING WALL5) I NOTE: 'WF" FOOTIN65 ARE TO BE CENTERED UNDER THE CONCRETE BLOCK WALL5. NOTE: "CF" FOOT I NC75 ARE TO BE CENTERED UNDER WIDE FLANGE AND H.5.5. TUBE I COLUMN5 UNLE55 NOTED OTHERWI5E. z ; Q a a Z ZNr. LZ r W 3 Z J LL C W < T c J it aoc'� (43 W Z m V W W W a 3H�F- •mod 00 co 3 NOTE: ALL COLUMNS START AT THE TOP OF I ................._........_...__._.._.."" FOOTING AND ARE CONTINUOUS TO TOP OR UNDERSIDE ROOF BEAM5. (UNLE55 NOTED OTHERWISE) 5EE ROOF FRAMING PLAN AND DETAILS ON SHEET 504, ANCHOR BOLT LENGTH REOU I REMENT (UNLE55 NOTED OTHERWISE) ALL TYPICAL 60UHN ANCHOR B0LT5: �4' PROJECTION A ABOVE COW I I W = DIA. OF 'BOLT 11/4' EA. SIDE Q �M W J I I fV Z cl) � J 0 _ Z W i r 0 CD O J J cl)LL Z O = Z O � J U � 3 cl) Ia. W W a Z p N Z N V Comm. No: 12010.00 Date. 01 / 16/ 14 Drawn: SF/ RMT Revised: ADDENDUM r 1 2/05/14 I I =PTO LANSE BESTk DG,E. TH> " CLEAR T = THICKNE55 OF FOOTING. (REFER TO 'SPREAD TME MI� V FOOTING 5GFIEDIA.E' AND DETAILS ON SHEET 50I). -'%C E N SF BOTTOM OF = 0 3271 - - FTC. I— �� STATE OF 4 N % °.� •.Z� 1�¢ r-OUN�AT1ON FLAN _... . r - Scole: 1/4" = 1'-0" " Cn THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. (STRUCTURAL ENdINEERS Sl USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. c 1. 2 3 N; �.. a c { �E o: O: N? (n is m: I Nii m+t. o I, a 7 � - ai v c CD iz u� m 0 I IN QI m w Lu 0 �I V , C, SEE DETAIL "STEPPED GONG. TIE BEAM AT CORNER OF WALL" ON SHEET 503. (TYP) DRAWINGS. CANOPY HANGER 5TRUT5 4 "WT" CONNECTOR ARE TO BE ATTACHED TO C.M U. WALL. COORDINATE FINAL LOCTAIN WITH ARCHITECTURAL DWG'S. � T = E F G H SEE DETAIL uSTEPPEP GONG. n 551 TIE BEAM AT CORNER OF LL. JI 'il o _P CONIC. BM. © 8" 5TE T.O.B. = l4'-5" SEE DETAIL "STEPPED GONG. TIE BEAM AT CORNER OF WALL" ON SHEET 503. (TYP) 4 SEE DETAIL "STEPPED GONG. TIE BEAM AT CORNER OF WALL" ON SHEET 5D3. (TYP) --LA '.[L II NOTE: THE MAJORITY OF THE PLAN DIMENSIONING 15 PROVIDED ON THE ARCHITECTURAL DRAWING5. USE BOTH STRUCTURAL AND ARCHITECTURAL RAWING5 TOGETHER FOR BASIC LAYOUT AND CONSTRUCTION OF THIS PROJECT. ANY OBSERVED DE5GREP NGIE5 BETWEEN ARCHITECTURAL DRAWING DIMENSIONING AND STRUCTURAL DRAWING SCALE LAYOUT SHOULD BE BROUGHT 0 THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. INDICAT 5 WELDED TIE JOIST. SEE DEToNIL ON 5HT. 505. (TYP) = INDICATES BOLTED STRUT JOISTS. SEE DETAIL ON SHEET 50. (TYP U.N.O.) JI = INDIGAT 5 Z I NI NVI54' CONT. BOT. CHORD RIDGING. LOCATE AT BOT. CHORD EXTERIOR PANEL POINT. (TYP. U.N 0) SEE DETAIL ON 5HT. 503. O= INDICATE (1) ROW OF HORIZ. 4 I"xl"xl/64" CONT. TOf 8 BOTTOM CHORD BRIDGING. O= INDICATE (2) EQUALLY 5PACED ROWS OF HORIZONTAL 4 I"xl'xl/64" CONT. TOP 4 BOTTOM GHORP BRIDGING. O= INDICATE (3) EQUALLY SPACED ROW5 OF HORIZ NTAL,4 I"xl"xl/64" CONT. TOP 4BOTTOM HORD BRIDGING. SI = SEE DETAIL "SLOTTED BEAM CONN. AT CONCRETE OR MASONRY" ON 5HEE 5D4. (TYP. UN.0) O= SEE DET IL "STEEL BEAM CONN. WHERE STEEL BEAM FRAMES INTO WEB OF STEEL COLUMN' ON SHEET 504 O= 5EE DETA L 'STEEL BEAM CONNECTION WHERE ETEEL BEAM FRAMES INTO STEEL COLUMN NEB AT ROOF" ON SHEET 504. (� 5EE PETAL 'CONNECTION AT BEAM SPLICED ABOVE WILUMN GAP PLATE." ON SHEET 5 4. O= 5EE DETA L 'BEAM CONNECTION AT END OF MA NRY WALL WITH DOUBLE FIN PLA E." ON SHEET 504. HATCH INDICATES ARCHED GONG. BEAM T.O.B. = 16=6" (SEE DETAIL 5/552. W v rn oq CV Oa 0 M UJ C� Q WZ) m W w a cn MCC z C) z Y wry J z Q 0 N O o M o c') OChr OO z O � Q ' U L - , N 00 > oNoc^ovr- co o W U_ 0 0 0 �N a MN � 0-� � � 1 di L LL LL N - o' a Z N cn >O L CO o f6 c o (� a� O Z cu cn cca E m QU d O cA � a N LLLL�O W CnH� W a a: a Z ZN ic Ico 3 WLLI J ZLL Wr J � a: a: WPW��$ ��6 W04 pp� V) � Q m J V Z J Q Z cv)°C ~ °� J J Cn LL Z O O > V V/ WW W Z o N Z N V :............................................................ ............................................................ Comm. No: 12010.00 :........................................................... :Date: 01 / 16/ 14 Drawn: S F/ ....R MT.... Revised: i TO TE B................................K T NUP8CICG0NrtH;AGL IMM BUILDING CODES.�I N ^op� r-RAYINS FLAN ': © 2013 HARVARD JOLLY, INC. Scale: 1/4" = 1'-0" © THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TIN 4EN, P.A. STRUCTURAL ENGINEERS. S2 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. :.::::. ..:::::::::::::::::::• ::.:::::::.:..::::.: :::: ::,: ....................... ....... ................ -- - I I I I I I 1 1 I 1 1 1 1 1 1 1 1 1! I I I li i1 ,! II-v 1' _ I I ! - - I _ I I L - I 1 - - - 1 I __ _ 114'LL- -- - 1 1 1 1 1 f - - v€ L ►, I I I I I I I I I I I I I I I I I WALL ZONE5 DESIGN LOADS: BUILDING CODE: FLORIDA BUILDING CODE 2010 EDITION SPECIAL INSPECTION REQUIREMENTS NONE (ENHANCED HURRICANE PROTECTION AREAS (EHPA)): NONE DESIGN WIND LOADING CRITERIA: CODE: ASCE 7-10 RISK CATEGORY OF BUILDINGS: CATEGORY II ULTIMATE DESIGN WIND SPEED VAT = 137MPH (3 SEC GUSTS) NOMINAL DESIGN WIND SPEED V. _ , = 106 MPH (3 SEC GUSTS) EXPOSURE CATEGORY = B BUILDING ENCLOSURE = ENCLOSED (GC,, = +1 0.18) WINDBORNE DEBRIS REGION - NO (+/-) WIND PRESSURE VALUES FOR UPLIFT PRESSURES: ALL TABULATED VALUES BELOW ARE ULTIMATE LOADS (MULTIPLY BY 0.6 FACTOR FOR NOMINAL VALUE) ZONE 1: IS LOCATED MORE THAN DISTANCE (a) FROM THE EDGE OF THE ROOF ZONE 2: IS LOCATED WITHIN DISTANCE (a) FROM THE EDGE OF THE ROOF ZONE 3: IS LOCATED WITHIN DISTANCE (a) FROM EACH ROOF EDGE AT EXTERIOR CORNERS LOW ROOF EFFECTIVE AREA (SQ. FT.) 10 20 50 100 ZONE 1 ZONE 2 + (psf) 13.7 33.76 - (psf) + (psf) - (psf) + (psf) - (psf) + (psf) - (psf) 33.8 12.9 56.7 32.2 32.9 11.7 50.6 30.2 31.8 42.7 10.9 28.7 30.9 36.6 ZONE 3 23.76 56.7 32.2 50.6 30.2 42.7 28.7 36.6 ZONE 2 O.H. 53.8 52.9 51.8 50.9 ZONE 3 O.H. 85.3 68.0 45.3 28.0 ZONE 4 20.6 33.5 29.5 32.1 27.7 30.3 26.4 28.93 ZONE 5 20.6 41.2 29.5 38.5 27.7 34.9 26.4 32.11 a (LOW ROOF) = 7' - 6" CLERESTORY EFFECTIVE AREA (SQ. FT.) 10 20 50 100 + (psf) - (psf) + (psf) - (psf) + (psf) - (psf) + (psf) - (psf) ZONE 1 ZONE 2 19.5 19.5 30.9 53.8 17.7 17.7 30.0 49.5 15.5 15.5 28.9 13.7 43.8 13.7 28.0 39.5 ZONE 3 19.5 79.5 17.7 74.4 15.5 67.5 13.7 62.4 ZONE 2 O.H. 68.1 68.1 68.1 ! 68.1 ZONE 3 O.H. 111 100.7 87.0 76.7 ZONE4 30.9 33.5 29.5 32.1 27.7 30.3 26.4 28.9 ZONE 5 30.9 41.2 29.5 1 38.5 27.7 34.9 26.4 32.1 a=10'-8" NET UPLIFT = GROSS NOMINAL UPLIFT MINUS 5 P.S.F. N W I NIA FRF-55URE5 UFL. I FT 1;>AC RAM AT L.OA ROOF ANC FORTE GOGHERE Scale: 1/5" = 1'-0" (1) N Val I Nib PRE55URE5 Ui=L I f!!T i;> I AC RAM AT GLERESTOR`I' Scale: 1/5" = 1'-0" C� THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. ,STRUCTURAL ENGINEERS. USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. w c 1 co CD 0) O O M co LL ULL w� m o oc F- W . W Q z _~ Uz z � YI W i H =' M J Z= Q I c � z N O cc) '- O 3. C) cc")) p Q ;. L6 Mr�- L9 N� W. M N 0� 1CD O OOpOM �N U e O N � O -2rn LL O a ; L a c: O(D O CO00 cis `n �U //z0-0 �� LJ ca� CO d 3 3 cA W ¢ iiii---3O0-u)Q 3 0 LLI coU U ~ � a m W3 a �S? Q N H CO to co 3 a i a J V_Z ♦♦^^ W M . m oC O CD � 00 J J L Z J Z O T a W W W O N Z N V ;Comm. No: 12010.00 3: Date. 01 1..6/ 14 _...... Drawn: S F/ R •..... MT Revised: ADDENDUM ' 1 I 4 2/05/14 y E P _..R . TO THE E i PLANS B TIL ilhfr H THE \MIdFAd� �1U/ No 32713 ro © 2013 HA7�y/ I (4Q -L\Y, INC. S4 I I STUB. SEAT ,-GTION "All -"All EA. SIDE. "All -"All STEEL STUB COL. PER SHEET 52. TOP d 3/5" BASE PLATE W/ BOT. TYP 4) 3/4" DIA. THRU ANCHOR BOLTS. (2 A E. SIDE OF COL) )WT3xi.5 EA. SIDE UNDER COL. CUT "T" STEM, A5 REO'D, 50 THAT "WT" 8 BEAM FLANGES ARE FLUSH. (SHOP FABRICATE.) STEEL BEAM PER PLAN. 4 5'x5"x3/&" x WIDTH OF — "A" -"A" COLUMN W/ " 315" GU55ET R. NOTE: CENTERED (WELD TO SEE DETAIL 0/551 FOR FLANGE OF COLUMN). JOIST SEAT ANGLE SIZE. JO 1ST SEAR I NC =>r=TA I L AT BOTTOM Or- FAR71 AL Hr= I C HT COLUMN Scale: 5/4" = 1'-0" TOP OF PARAPET EL.: IS'-O" dL TOP OF BEAM EL.: PER PLAN II I STEP TIE BEAM 50 THAT 10 DECK ANGLE 15 BOLTED INTO SOLID CONCRETE. I I 4 b"xb"x3/6" (4 3/4" GAGE) METAL DECK BRG. EL.: VARIES �t HOT DIP GALV. CONT. N 5/&" 0 o A-301 ALL -THREADED RODS 5 a lb" 0/G. MAX. DRILLED b" INTO Lo`'�PRE-CAST LINTEL d SET K/ 51MP50N 9 STRONG TIE SET" EPDXY. (TYP. U.N.0) o_ - - HEAD HEIGHT <` EL.: PER ARGH'L. o c W in m INDICATES ARCHITECTURAL EXTERIOR BRICK VENEER +• SEE ARCH'L. DING's. FOR U BRICK STACK PROFILE. d m U L _ SILL HEIGHT , • EL.: PER ARGH'L. irr rn ; r 8 c;3 - 4 L: TOP OF E ----- EL.: 0'-0' SEE DETAIL A/551 FOR DETAIL AT BASE OF BRICK/BLOCK VENEER. - c 3' TOP OF FT'G. o' EL.: PER PLAN c;d. L U d tr ' w.(4 SECTION 551 5ca1e: 5/4" = 1'-0" w E v c GROUT POCKET FLUSH — W/ TOP OF BEAM PRIOR TO SETTING PARAPET BLOCK. TOP OF BEAM CONTINUOUS STEEL EL.: PER PLAN COL. PER PLAN. SHADING INDICATES STEEL BEAM PER CONCRETE BEAM PER J PLAN, PLAN. PLACE STIRRUPS AT EA. 51DE OF JOIST POCKET. JO 5T BEARI NC META L r6_ AT CONTINUOUS COLUMN �51 Scale: 3/4" = 1'-0" ' STIR. SPACING' PER BEAM SCHEDULE JO 1ST FCCKET META I L Scale: 5/4" = 1'-0" WTgx23 AT CANOPY HANGER LOCATIONS. ATTACH TO WALL W/ (4) 5/4" DIA. THREADED ROD (2 EA. SIDE) SET IN 51MP5ON STRONG TIE "SET" EPDXY. (b" EMBED) I. -1 'fly PROVIDE EDGE DIST. TO CENTER OF: BOLTS. (TYP) PRE-ENGINEERED, PRE- FABRICATED ALUMINUM I I CANOPY BY OTHERS. PROVIDE (2) 3/4" DIA. THREADED ROD DRILLED b" INTO WALL d SET IN 51MP5ON STRONG TIE "5ET" EPDXY. ANCHORS REPLACE MFG'ER5 50O0E5TED I/2" DIA. x 3" POWERS A •- LOK/BOLT INTO BRICK AT REAR CLIP ANGLE. r VENEER. TYR PER ARGHITEGT. I ' I I I I - NOTE: Ist COURSE OF JT. REINF. I I PLACED 5" ABOVE TOP OF - FOOTING. — NOTE: SEE ARCHITECTURAL DRAWINGS FOR DAMPPROOFING, MESH TYPE WEEP, INSULATION AND GENER CAVITY DETAILS. Q 8" SOLID GROUTED BLOCK AT FIRST TWO GOARSE5. xf (PER ARCH) FILL CAVITY 5OLID W/ GROUT BEHIND FIRST TWO GOAR5E5. IF REQUIR . (P R ARCH.) 14A50NfizY VENEER (__A� :';�r=TA I L AT fOUNI>AT ON 551 Scale: 3/4" = I'-0" EXTEND 24" BEYOND EXTENT OF CANOPY. GROUT CELLS MONOLITHIC, SAW GUT WEBS AS REGV TO PLACE REINF. BELOW BOLTS. INDICATES 2 #5 CONT. IN SOLID GROUT FILLED K.O. BLOCK KNEE WALL. EXTEND BARS ACRO55 ALL JAMB REINFORCING. NOTE: SEE SECTION 1/551 FOR TYPICAL NOTES. 3) 51M. W 3 #5 CONT. L_,�__ .2 S�GTION 551 Scale: 5/4" = I' -a` Sr=GT ON �51 Scale: 5/4" = I'-O" JO15T BEARING/ TOP OF BEAM EL.: PER PLAN _ TOP OF PARAPET EL.: 16-O" i - I6 _ SEE CONN. DETAIL ON 504 BUILDING SECTION NOTES 4 LEGEND. OI = POURED CONCRETE FOOTING PER PLAN. SEE SCHEDULE ON SHEET SDI FOR SIZE 8 REINFORCING. O = 4" CONCRETE SLAB ON VAPOR BARRIER W/ bx& W2.0/ W2.0 W.W.M. REFER TO REOUIREMENTS d NOTES FOR SLABS ON GRADE ON SHEET 5N-I. O3 = SEE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 5DI. ® = SEE "VERTICAL BAR SPLICE TABLE" ON SHEET 5D2 FOR SPLICE REQUIREMENTS. O5 = VERTICAL MASONRY REINFORCING PER PLAN. SEE DETAILS I, 2, d 3 ON SHT. 5DI FOR BAR PLACEMENT IN CELL. © = INDICATES HORIZONTAL MASONRY JOINT REINF. 0 Ib" O/C, MAX. SEE DETAILS ON SHEET 5DI. O = 8" OR Q" CONCRETE BLOCK. ® = SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR SILL REQUIREMENTS. ® = LINTEL HEADER OVER MASONRY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR REQUIREMENTS. IO = POURED CONCRETE BEAM PER PLAN SEE SGHEXLE ON SHEET 50,2 FOR 51ZE b REINFORCING. II = SEE DETAIL A/503 FOR STIRRUP SPACING OVER M.O.'s (TYPICAL) 0 = TYPICAL BAR JO15T BEARING PLATE. SEE DETAIL ON SHEET 505. (TYP) 13 = STEEL JO15T PER PLAN. 14 = MTL. DECK TYPE, GAGE, AND WELDING REQ'MNTS PER NOTES d ROOF FRAMING PLAN. 15 = 4 3"0"xl/4" CONT. Ib = 2 #5 GONT. IN 50LID GROUT FILLED K.O. BLOCK. I? = 5OLID GROUT CELLS ® ALL BOLT LOCATIONS. 18 = STEEL BEAM PER PLAN. Iq = SEE DETAIL A/504 FOR CONN. OF DECK AT INTERIOR ROOF BEAM. = INDICATES HORIZONTAL MA50NRY JOINT REINFORCING ® lb" 0/C. MAX. W/ 3/I6" EYE d PINTEL BRICK TIE A55EMBLY @ Ib" 0/G. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (I.5 oz./50. FT) SEE DETAIL A/55I. = PROVIDE 14 GA. GALV CORRUGATED STRAPS AT lb" 0/G. EACH WAY (HORIZ. d VERT) AT POURED CONCRETE. ATTACH W/ 1/4" (P xl 3/4" TAPGON MA50NRY ANCHOR. PROVIDE 3" MIN. CONTACT IN BRICK BED JOINT. ® = 4 3"0"xl/4" CONT. W/ 5/5" 0 A-301 THREADED RODS gp lb" 0/G. DRILLED 5" INTO MASONRY 8 SET IN 51MP5ON STRONG TIE "5ET" EPDXY. = BENT PLATE 1"x5"x1/4" (L.L.V) CONT. = 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. • J w d Q W� m w w w rL Q U) z w �oC z UY w J z I Q � r 4 1 d Q 5 o ch T o o z O C o -o' Q � N � ^Or �ao0 U o O c\jv �6C7i- L9N C? �, w 0)Np1. r--(0 O U 2 PN C7 7 a) �3 L.L u- a "� M �N=o -0 _ 5 > O O 'o o p c0 O c� z = ro cn C m aD Q O J � Ir m 3 cn ro�5 C15Q iL LL ­3 0 - U) t- Q 3 w 3 Q m U U W Lu EL N 3ro N o 3 0 -0 a� 0 a 0 cV L6 N 0 0 0 0 U ''a^) V/ Q cV V) 4a W 41 U N �O .•1 6 v c 0 LZ col' PLP I NTC �7 POUR BREAK U NOTE: SEE ELEVATION 5/552 II A If If A It FOR BALANCE OF / A \ =>r=T L. AT CONCRETE ARCH Scale: 3/4" = 1'-0" 115II II II — II6I_IIQII =�F.TA L AT CONCRETE ARCH Scale: 5/4" = 1'-0" TOP OF GONG. BM. _ EL.:23'-4" r r I 1 I I I I I I I I � I I I I I � I I � i I I I L — — — — — NOTE: SEE SECTION 6/552 FOR TYPICAL NOTES. TOP OF SLAB TOP OF FT'G. EL.: f EK PLAN L — — 8 ��GTIO�1 552 Scale: 3/4" = I'-0" TOP OF GONG. BM. NOTE: SEE SECTION 5/552 FOR TYPICAL NOTES. TOP OF FT'G. EL.: PER PLAN BUILDING SECTION NOTES 4 .LEGIW. W ( = POURED CONCRETE FOOTING e,0 f PER PLAN. SEE 56HEOULE w ON SHEET 501 FOR 51ZE 8 x C\j REINFORCING. = 4 O IL E = 4 CONCRETE SLAB ON VAPOR BARRIER " x' W/ bxb W2.0/ W2.0 W.W.M. REFER TO REGUIREMENT5 8 NOTES FOR SLABS ON cy' GRADE ON SHEET 5N-1. • U u_ 3O = SEE DETAIL CONCRETE SLAB °C EDGE HAUNCH ON SHEET 50I. D m; � cl)ui K� t S LL I YI ® = SEE "VERTICAL BAR SPLICE TABLE" ON SHEET 5122 FOR w SPLICE REGUIREMENT5. ■fir � (� = VERTICAL MASONRY REINFORCING PER z PLAN. SEE DETAILS I, 2, 8 3 ON 5HT. I- 501 FOR BAR PLACEMENT IN CELL. s © = INDICATES HORIZONTAL MASONRY / ♦ C7 JOINT REINF. a lb" 0/C. MAX. SEE z DETAILS ON SHEET 50I. m w 0 = 8" OR 12" CONCRETE BLOCK. x Q r 3 1 J 8 = SEE SILL NOTE ON TYPICAL LINTEL z DETAILS OVER M.O.'s ON SHEET I x 502 FOR SILL REGUIREMENT5. ¢ F ® = LINTEL HEADER OVER MASONRY m I TOP OF RAKED BM. I OPENING. SEE TYPICAL LINTEL ! I EL.: VARIES FROM I ± 23'-4" TO 25'-4" DETAILS OVER M.O. s ON SHEET N 502 FOR REGUIREMENT5. O z 10 = POURED CONCRETE BEAM PER PLAN o SEE 56HEOULE ON SHEET 502 FOR �° M CO E v 51ZE 8 REINFORGING. rn , °D O N ° JO x ,n C? ca >, r x II = SEE DETAIL A/503 FOR STIRRUP _� rn i, N SPACING OVER M.O.'s (TYPICAL) O N � ro o u- t x 72 N O Q M r (6 rJ d > O r 14 0 = TYPICAL BAR J015T BEARING °' O ~cz 0= z R PLATE. SEE DETAIL ON SHEET O ro c m E U 3 ccz ' w DECK BRG. 503. (TYP.) ti U_ O 0- o E VARIES .4 6"xb"x3/5" (4 3/4" GAGE) 13 = STEEL J015T PER PLAN. I .,.. ......... HOT DIP GALV. GONT. N/ 5/5" A-301 ALL -THREADED RODS MTL. DECK TYPE, GAGE, AND ! ����' -���` ® Ib" 0/6. MAX. DRILLED 6" INTO I "'�` WELDING REO'MNT5 PER NOTES E 8 ROOF FRAMING PLAN. a " PRE-GA5T LINTEL d 5ET W/ 51MP50 I _. .:•. lb o 5TRON5 TIE "5ET" EPDXY. (EXTEND rt: - �-~ GROUT CELLS IS = .4 3"x3"xl/4" CONT. I r 24' BEYOND 516N) MONOLITHIC. Z 2 #5 GONT. IN SOLID GROUT 7 EXTE 4 D 24" FILLED K.O. BLOCK. W O ` -,•: whT ram:=K BEYOND SIGN. Z N ~ ,< 17 = SOLID GROUT CELLS f Z W 3 a ALL BOLT LOCATIONS. Z . J 18 = STEEL BEAM PER PLAN. ` C IQ = 5EE DETAIL A/504 FOR CONN. W Qcd Q OF DECK AT INTERIOR ROOF BEAM. Q 6 ZZ a:= INDICATES HORIZONTAL MASONRY � W 7 (aU U JOINT REINFORCING ® lb" 0/G. MAX. 4 W/ 3/16" EYE I PINTEL BRICK TIE r' W N A55EMBLY 0 lb" 0/G. HORIZ. FIN15H N W 3 I � TO BE HOT DIP GALVANIZED. (1.5 ozJSQ. FT) � SEE DETAIL A/551. 4 "xb"xl/2" GUT TO AN 8 TOP OF CONCRETE .. e �_..._ . . . .. 1"xb"xl/2" L.L.H. 4 3/4" GAGE I = PROVIDE 14 GA. GALV CORRUGATED HOT DIP GALV. CONT. (ROLLED EL.: I6-8" r -i © STRAPS AT 16" 0/6. EACH WAY (HORIZ. r TO RADIUS) K/ 5/&" 0 x b" LONG I d VERT.) AT POURED CONCRETE. ATTACH HEADED STUD ANCHORS 0I6" 0/G. W/ 1/4' (P xl 3/4" TAPGON MASONRY ANCHOR. MAX. GUT HORIZ. LEG IN THE SHOP �. PROVIDE 3" MIN. GONTAGT IN BRICK BED JOINT. PRIOR TO HOT DIP GALVANIZING. — HEAD HEIGHT _ .4 3"x3"xl/4" CONT. W/ 5/8" 0 `- - EL.: I54" A-307 THREADED ROD5 a (AT HIGHE5T POINT' 16' C/C. DRILLED 5" INTO _ .. OF RADIUS). MA50NRY d SET IN SIMPSON STRONG TIE "SET" EPDXY. SEE B/552 FOR I ©3 = BENT PLATE 7x5"xl/4" (L.L.V.) DETAIL AT POURED CONT. ARCH. ® = 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. cc a Q k m i J� Z W 0 J z J O V♦ I � CL Z W W W 0 N Z N U Comm No 12010 00 I rate 01 /16/14 Drawn: SF/ RMT _.. � Revised:,.. ADDENDUM 1 2/05/14 I I SILL HEIGHT EL.: PER ARGHL. ~� • ~` J »�- TOP OF SL — — — — — — AB EL.: 0'-0" SEE DETAIL A/551 FOR I 5 To -TME -\ No 32713 � TME DETAIL AT BASE OF I TMFin eo BRICK/BLOCK VENEER. y ` �� ,•sF .A TOP OF FT'G. � ;_� * % EL.: PER PLAN I CENTERED UNDER TF L _ >s a.. _ 12" BLOCK. �0't` i, �°�, • , Or^v'OP- �lONaL e E E 6 SEC71 ^i �I� 2013/I4i9(R4Wv&�LY INC 552 Scale: 5/4" = I'-o" @C THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS L SS2 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. -v ID 0 CL 0 cV cV 41 v 0 0 a c 0 U 0 V) Q c M En cn a� aD L U 0 v W TRU55 BEARING/ . TOP OF 5TL. BM \ I EL.: PER PLAN IS 8005162-43 GALV. 16" O/C, MAX. 4\400TI504b 6ALV. CONT. TOP. / 8005162-42 6ALV. ® / lb" 0/G. MAX. (BEYOND 5EE SILL I HEADER/ STEEL TRJ55 BEYONI 8 IN FOREGROUND.) DETAIL TO THE RIGHT. PER PLAN. PROVIDE DBL. STUDS EA. / 51DE OF EA. OPENING. / 8005162-43 6ALV. / lb" 0/6. MAX. / 15 800TI50-68 6ALV. CONT. BOTTOM. 14 _ J015T BEARING/ . TOP OF STL. BM. EL.: PER PLAN TYFIGAL 51LL AND NOTE: STEEL. STUD FRAMING SHOWN HEADER DETAIL INDICATES MIN. 51ZE5, 6A6E, IS 4 SPACIN6.5EE 116HT 6A06E GOLD FORMED STEEL DESIGN 4 SHOP DRAWING` NOTE ON SHEET I� 5EG710N 553 Scale: 3/4" = 1'-0" I 1 1/4" 1, I, I I. I,I 1/4" TYP 50-43 GALV. W/ 8005162-43. :D) 50-45 GALV. 0 A x5"x5f16" x 5" I \ LONG. CUT VERT. LEG TO MATCH 5LOPE OF 3/4" PIA. THRU TOP CHORD. (I EA. 51DE 5OLT5. (2 IN EA, OF "T" STEM) ANGLE SEAT.) 5TEEL COL. PER PLAN. i?ETA I L 7R.U55 5EAT CONNECT ON AT Jul I =>E fLANOE COLUMN Scale: 1 1/2" = I'-0" PLATE b"xb"x14 6A. GALV. CANT. W/ #12 5ELF DRILLING, SELF TAPPING 5GREW5. (2 5CREW5 AT EA. FLUTE, EA. LEG.) CONT. BENT PLATE I/4"xb"xb'� FOR DECK 5UPPORT. I EA. 1 1/2" ® 2" n 1/4" STEEL PLATE WELDED TO BOT;-/ OF "T" STEM. I RIDGE BM. PER PLAN. I COPE TOP A5 REQ'D FTO FIT AROUND "T" FLANGE. TYP I N � Ito CONNECT 1 ON ::>r=TA 1 L AT 7RU55 RIIBC 553 Scale: 1 1/2 - 1'-0 PLATE 3/8"x8"x10" W/ 3 I6 3 RIDGE TUBE PER PLAN. Ij EM5rz17 FLA.TE 553 Scale: 1 1/2" = I'-0" (6) 3/4" DIA. x 8" LONG HEADED STUDS. 316" 3" .�, TRUSS BEARING/ 3/8" x CONT. BEARING PLATE PLATE YVl 5/8" (P x 6" LONG - HEADED 5TU05 ® 12" 0/C. (STAGGERED) NOTE: SEE SECTION 10/553 FOR TYPICAL NOTES. 2 #5 CONT. IN EA. OF (2) 50LID 6ROUT FILLED K.O. BLOCK5 AT ELEVATION WHERE TRU55 BOT. CHORD INTERFACES W/ WALL. / 5TEEL TRU55. LOCATION PER PLAN. 5EE TRU55 PROFILE ON SHEET 54 FOR MEMBER 51ZE5 $ CONNECTION5. TYP -b" WIDE x 12" DEEP x 5/8" THICK EMBED fE W/ (4) 3/4" 0 x b" LONG WELDED 5TUD5. BREAK FACE SHELL A5 REQ'D TO 5ET EMBED PLATE. (Tl'� 5r=GT10N �55 5ca1e: 5/4" = 1'-0" rn, 3/I6" 3" 3 I6 3 1/4" GUSSET fE's 0 24" O/G. (MAX.) NOTE: SHOP WELD BENT T_ ' WITH 6U55ET5. II LJ 1/4" BENT fE CONT. FOR DECK SUPPORT. HORIZ. LEG TO MATCH 5LOPE. VERT. DIM. TO BE VERIFIED AFTER 5TEEL TRU55 15 FABRICATED TOP OF GONG. BM. /-6k EL.: PER PLAN b" N311 ®24" 0/G 6 3 ® 24 0 C. TYP 3/8" x CANT. BEARING PLATE PLATE W/ 5/8" (P x b" LONG HEADED 5TU05 ® 12" 01C. (5TA66ERED) r;>r=TA 1 L :;>EGf< 5UPPOR7 Scale: 1 1/2" = 1'-0` (Yp/3 I6 3 1/4" 6U55ET fE's - 24" 0/C. (MAX.) NOTE: 5HOP WELD BENT fE WITH 6U55ET5. 1/4" BENT R CONT. FOR DECK SUPPORT. HORIZ. LEG TO MATCH SLOPE. VERT. DIM. TO BE VERIFIED AFTER 5TEEL TRJ55 15 FABRICATED. TOP OF 5TL. BM.jk EL.: PER PLAN 101. 3/16" NE a 24" 0/G,/ 3113 a 24 0 G. TYP t7�E7A I L r��r=G#< 5UFFOR7 BE7AEEN Scale: 1 1/2" = 1'-0" RIDGE 5TEEL TUBE PER PLAN. I" CLEAR PROVIDE SLOT AT CONCRETE .�, 3 Ib" (TYP.) BEAM TO ALLOW 5TEEL TUBE THRU GONTINUOU5LY. 10 - 1 LL•II PLATE 3/8"xb"x1-5/8" K/ (2) 5/8" PIA. x b" LONG HEADED 5TU05. G r:e7AIL 553 Scale: 5/4" = 1'-0" 5EGT10N Scale: 5/4" = 1'-0" �F POUR 1ARIE5 FRC " TO 251-4" LTOP OF GONG. BM EL.: VARIES ...... EL.: 10'-8" .. __ _---- �w MONOLITHIC. ( TOP OF GONG. BM EL.: PER PLAN RADIUS = 64"). 5EE 5/552 FOR DETAIL AT POURED ARCH. TOP OF G EL.: lb'-8" HEAD HEIGHT EL.: PER ARCH'L. E UILDIN6 SECTION NOTE-5 4 LEGEND. OI = POURED CONCRETE FOOTING PER PLAN. 5EE 56HEOULE ON SHEET 5DI FOR 51ZE 3 REINFORCING. = 4" CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2.0/ W2.0 W.W.M. REFER TO REQUIREMENTS 3 NOTES FOR SLABS ON GRADE ON SHEET 5N-I. O3 = 5EE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 5DI. ® = 5EE "VERTICAL BAR 5PLIGE TABLE" ON SHEET 5D2 FOR 5PLIGE REQUIREMENT5. O = VERTICAL MASONRY REINFORCING PER PLAN. 5EE DETAILS I, 2, 8 3 ON 5HT. 5DI FOR BAR PLACEMENT IN CELL. © = INDICATES HORIZONTAL MA50NRY JOINT REINF. ® lb" 0/G. MAX. SEE DETAILS ON SHEET 50I. O = 8" OR I2" CONCRETE BLOCK. ® = 5EE 51LL NOTE ON TYPICAL LINTEL DETAIL5 OVER M.O.'s ON SHEET 502 FOR 51LL REQUIREMENT5. Oq = LINTEL HEADER OVER MASONRY OPENING. 5EE TYPICAL LINTEL DETAIL5 OVER M.O.'s ON SHEET 5D2 FOR REQUIREMENT5. 10 = POURED CONCRETE BEAM PER PLAN SEE 56HEDULE ON SHEET 502 FOR 51ZE d REINFORCING. II = 5EE DETAIL A/SD3 FOR STIRRUP 5PACIN6 OVER M.O.'s (TYPICAL) O = TYPICAL BAR J015T BEARING PLATE. 5EE DETAIL ON SHEET 505. (TYP.) 13 = STEEL J015T PER PLAN. 14 = MTL. DECK TYPE, GAGE, AND WELDING REQ'MNT5 PER NOTES 8 ROOF FRAMING PLAN. IS = .4 3"x3"xl/4" CONT, I6 = 2 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. I? = 50LID GROUT CELL5 a ALL BOLT LOCATION5. 18 = 5TEEL BEAM PER PLAN. IQ = 5EE DETAIL A/504 FOR CONN. OF DECK AT INTERIOR ROOF BEAM. = INDICATES HORIZONTAL MA50NRY JOINT REINFORCING 0 Ib" 0/G. MAX. W/ 3/1b" EYE 8 PINTEL BRICK TIE A55EMBLY @ lb" 0/C. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (1.5 ozJ50. FT.) 5EE DETAIL A/551. ©I = PROVIDE 14 6A. GALV CORRUGATED 5TRAP5 AT lb" O/C. EACH WAY (HORIZ. b VERTU AT POURED CONCRETE. ATTACH W/ 1/4" 0 xl 3/4" TAPCON MA50NRY ANCHOR. PROVIDE 3" MIN. CONTACT IN BRICK BED J011 9 = 4 3"x3"xl/4" COW. W/ 5/8" W A-501 THREADED ROD5 16" 0/C. DRILLED 5" INTO MASONRY & 5ET IN 51MPWN 5TRON6 TIE "5ET" EPDXY. © = BENT PLATE 7x5"xl/4" (L.L.V.) CONT. ® = 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. �-- G r:e7AIL 553 Scale: 5/4" = 1'-0" 5EGT10N Scale: 5/4" = 1'-0" �F POUR 1ARIE5 FRC " TO 251-4" LTOP OF GONG. BM EL.: VARIES ...... EL.: 10'-8" .. __ _---- �w MONOLITHIC. ( TOP OF GONG. BM EL.: PER PLAN RADIUS = 64"). 5EE 5/552 FOR DETAIL AT POURED ARCH. TOP OF G EL.: lb'-8" HEAD HEIGHT EL.: PER ARCH'L. E UILDIN6 SECTION NOTE-5 4 LEGEND. OI = POURED CONCRETE FOOTING PER PLAN. 5EE 56HEOULE ON SHEET 5DI FOR 51ZE 3 REINFORCING. = 4" CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2.0/ W2.0 W.W.M. REFER TO REQUIREMENTS 3 NOTES FOR SLABS ON GRADE ON SHEET 5N-I. O3 = 5EE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 5DI. ® = 5EE "VERTICAL BAR 5PLIGE TABLE" ON SHEET 5D2 FOR 5PLIGE REQUIREMENT5. O = VERTICAL MASONRY REINFORCING PER PLAN. 5EE DETAILS I, 2, 8 3 ON 5HT. 5DI FOR BAR PLACEMENT IN CELL. © = INDICATES HORIZONTAL MA50NRY JOINT REINF. ® lb" 0/G. MAX. SEE DETAILS ON SHEET 50I. O = 8" OR I2" CONCRETE BLOCK. ® = 5EE 51LL NOTE ON TYPICAL LINTEL DETAIL5 OVER M.O.'s ON SHEET 502 FOR 51LL REQUIREMENT5. Oq = LINTEL HEADER OVER MASONRY OPENING. 5EE TYPICAL LINTEL DETAIL5 OVER M.O.'s ON SHEET 5D2 FOR REQUIREMENT5. 10 = POURED CONCRETE BEAM PER PLAN SEE 56HEDULE ON SHEET 502 FOR 51ZE d REINFORCING. II = 5EE DETAIL A/SD3 FOR STIRRUP 5PACIN6 OVER M.O.'s (TYPICAL) O = TYPICAL BAR J015T BEARING PLATE. 5EE DETAIL ON SHEET 505. (TYP.) 13 = STEEL J015T PER PLAN. 14 = MTL. DECK TYPE, GAGE, AND WELDING REQ'MNT5 PER NOTES 8 ROOF FRAMING PLAN. IS = .4 3"x3"xl/4" CONT, I6 = 2 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. I? = 50LID GROUT CELL5 a ALL BOLT LOCATION5. 18 = 5TEEL BEAM PER PLAN. IQ = 5EE DETAIL A/504 FOR CONN. OF DECK AT INTERIOR ROOF BEAM. = INDICATES HORIZONTAL MA50NRY JOINT REINFORCING 0 Ib" 0/G. MAX. W/ 3/1b" EYE 8 PINTEL BRICK TIE A55EMBLY @ lb" 0/C. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (1.5 ozJ50. FT.) 5EE DETAIL A/551. ©I = PROVIDE 14 6A. GALV CORRUGATED 5TRAP5 AT lb" O/C. EACH WAY (HORIZ. b VERTU AT POURED CONCRETE. ATTACH W/ 1/4" 0 xl 3/4" TAPCON MA50NRY ANCHOR. PROVIDE 3" MIN. CONTACT IN BRICK BED J011 9 = 4 3"x3"xl/4" COW. W/ 5/8" W A-501 THREADED ROD5 16" 0/C. DRILLED 5" INTO MASONRY & 5ET IN 51MPWN 5TRON6 TIE "5ET" EPDXY. © = BENT PLATE 7x5"xl/4" (L.L.V.) CONT. ® = 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. �-- W rn N d 0 co w C7 WM m w w w o_ z U) m z U0 Y d w J z 0 N o r o co, z O c°"tc?n4� tirc-\j ru,") 00 E 0 U 0 �L6 rf. LqNOD > w �� rna> �rn CiN0o1 (d � O -6 u- LL (1) 'aN= O-2-0m to O _ Dul °DO C 0( COQo >.7 i N cz = z 0 (0 J U ca d c U 3 cn cu c M ¢ LL U_ 0 a_ U) ¢ 3 3 w 0 Q a � Z Z0) r Z W Pc 3 Z J w Q cu Ic 3 ct W 0 Z W a 3:W ~ cN o~d ytoco 3 Q I I J U z J W M O V♦ ~ O o J LL Z _0 Jam, 0 a. co } W W a Z O ` x N Z N V Comm. No: 12010.00 I I I TOP OF SLAB 1 r JO THE �1�,{ THE Go THE t PLANS D �41Ii� TOP OF FT'G. � _ * � No 3271 F EL.: PER PLAN I CENTERED UNDER T OF --------------------------------- L���� BLOCK. 0", � © 2013 4AIPW �i �Y\ INC. 5F.GT1ON 'w 553 Scale: 5/4" = 1'-0" GC) THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. I SS3 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. I LL 11,.--- -F - 1 -- I -- - I -- NEOPRENE E.J. FILLER. PROVIDE VERT. REINF. IN GROUTED CELL EACH 51DE- OF JOINT. (REINF. 51ZE PER PLAN). TRUSS TYPE HORIZONTAL MA50NRY WALL JOINT REINF. ® I6" 0/6. (CUT AT CONTROL JOINT5.). \ VERTICAL JOINT FROM TOP OF FOOTING TO TOP OF TIE BEAM, REFER TO DETAIL CONTROL JOINT AT TIE BEAM. RAKE JOINT APPROXIMATE 3/4" AND CAULK. I:>ETA I L TYP. MASONR`I' CONTROL JOINT NO 5GALE: i CORRECT CRACK �1 k4RON6 ::>STA I L. R5 I NPORCSMENT 5PL I C55 NO SCALE-. I��E!TA I L PRSPA5RI CATER CORNER5 4 7EE5 NO 5GALE: SECTION llxll—llx" TIE BEAM REINFORCING SHALL RUN CONT. ACROSS CONTROL JOINT. BREAK CONTINUITY OF CONTROL JOINT. HORIZONTAL MA50NRY JOINT REINFORCING AT CONTROL JOINT. � I Z;>57A I L HORIZONTAL M4A50NR`I' JOINT 0 RE! I NPORCSMENT AT CONTROL JOINT U IL c TIE BEAM PER PLAN. LINTEL HEADER OVER MA50NRY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET SOX FOR REQUIREMENTS. I I I I ------------- - PROVIDE I/2 THI OF DOWELS TER REOV. M.O. IN 5 CELL AT EA. 51E (ONE BAR MIN. E FROM FOUNDATI BEAM. 2 #5 CONT. IN LIDI GROUT BLOC FILLED K.O. . I I I I I I I If I If DONEL BY R:EQo� 11 I I II If II If I I If II I II II I II TYPICAL C WALL REIN II I II II I II PER FOUNE I II II I : QUANTITY MINATED BY )LID GROUTED IE OF M.O. A. SIDE) )N TO TIE MINATEO I.O. OWEL (VERT. =) LAYOUT 'ATION PLAN. v: rn . 3 i FOUNDATION PER o! PLAN. �3 s U TYPICAL I;�IASRAMMATIC DETAIL OF I :> H\IAC ROOM WALL DUCT PENETRATION W.: L I NTELS VERT. WALL RE I NPORC I N5 W:. NO 50ALE: (WHERE M.O. 15 SPECIFICALLY NOT DETAILED OTHERWI5E). (') INDICATES DEPTH OF 5AW CUT REFER TO REQUIREMENTS FOR PROVIDE SEALANT AS 5PE( IFIED 5LA55 ON GRADE ON SHEET 514-1. ON SHEET 514-I. BLADE OF 5AW THIGKNE55 GONG. SLAB PER PLAN OR SECTION. _ m Q In Nk CONTROL JOINT =>r=7A I L NO 5GALE: (1) BAR IN A 50LID GROUTED CELL. DOWEL OUT OF FOUNDATION. HOOK INTO ROOF TIE BEAM. MAX. SPACING BETWEEN FILLED CELLS PER PLAN. • = KEY ON PLANS. C G c C = INDIGATE5 PARTIAL HGT. DOWELS FDN. TO 51LL AND OR HEAD TO ROOF TIE BEAM. :�r=TA I L AALL R5 I NPORC I NS TYPS NO 5GALE: 1 1/4" CLEAR TYPICAL. s NOTE: PROVIDE 3" GONG. z COVER TYPICALLY EXCEPT 2" COVER AT FORMED EDGE. (I) #5 CONT. --� — z 21 _ - \ (2) #5 GONT. VAPOR BARRIER. E;�ETA I L CONCRETE 5LA5 Et;>Sr: HAUNCH NO SCALE: "5" = STEP DEPTH PER PLAN. _ in VAPOR BARRIER. T =SLAB THIGKNE55 ol x T 3 PER PLAN. i?ETA I L TYP I CAL RECE55 IN SLA5 NO 5GALE: GOLD JOINT: BREAK POUR ALONG COLUMN LINE - POUF IN CHECKERBOARD PATTER TO REDUCE TEMPERATURE CRACKS. ALTERNATE: 5AWGUT CONTROL JOINT. PROVIDE FORMED DIAMOND AROUND COLUMN. PROVIDE BUILDING PAPER BETWEEN SLAB AND COLUMN. CONCRETE COLUMN PER PLAN. TYP I CAL 5LA5 ON C RA1?r= CONTROL JOINT :;>r:TA I L NO 5GALE: NOTE`.: PROVIDE 3" CONCRETE COVER NOTE: AT ALL STEEL BELOW ERADE. CENTER FOOTING BELOW STEEL COLUMN (TYP. U.N.0). SEE PLAN OR COLUMN SCHEDULE FOR COLUMN SIZE d TYPE. SEE TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL, THIS BASER +ANCHOR SHEET. BOLTS PER PLAN. PROVIDE 1 1/2" NON -SHRINK, NON-METALLIC, GROUT LEVELING ry 1/2" THICK fE. BED W/ DBL. NUTS ON ANCHOR BOLTS. TOP STEEL PER z d— FOOTING SCHEDULE. w Al (IF REQUIRED) Ck NJ BOTTOM STEEL PER FOOTING SCHEDULE ' INDICATES 3" GONG. COVER, BOT. d SIDES I I/4" I I/4" POURED CONCRETE FOOTING "' INDICATES 2" MIN. lol 10 1 10 PER PLAN. SEE 50HECULE GONG. COVER ABOVE LENGTH 8 WIDTH PER FOOTING SCHEDULE. ON SHEET 501 FOR 51ZE d TOP STEEL. REINFORCING. TYP I CAL 51=REA:;> POOT 1 N5 i:�ETA I L NO 5GALE: 5PRA OOTINS 5CHE-1%Lr= MK. 51ZE DEPTH REINFORCEMENT NOTES HFI6 16" CONTINUOUS 12" THICK (5) #5 BOTTOM CONT. WF24 24" CONTINUOUS LT THICK 3 #5 TOP � BOT. CONT., #3 STIRRUPS ® 24" 0/C. MAX. AF50 50" CONTINUOUS LT THICK 3 #5 TOP 8 BOT. CONT., #3 5TIRRUP5 ® 24" 0/r, MAX. CF4,5 4'-O" X 4'-0" I6" THICK 5 #5 EACH WAY BOTTOM CF60 51-0" X 51-0" 16" THICK 6 #5 EACH WAY BOTTOM 2" GONG. COVER ALL REINF. BELOW GRADE. PLACE Ist TWO TIES AT GLA55 "B" TENSION LAP I/2" NORMAL SPACE. TIES. PROVIDE CORNER BARS AT TOP AND BOT. 5%. TO MA GH BAR COLUMN REINF. 51ZE d COUNT OF MOR HEAVILY — REINFORCED FOOTING FRAMING DOWEL5. INTO JOINT. I/2 TYPICAL POURED CONCRETE FOOTING QLu p TIE SPACING. PER PLAN. SEE SGHEDIILE w w ON SHEET 501 FOR 51ZE d Lu REINFORCING. TOP OF FOOTINrjk EL.: PER PLAN TOP STEEL PER _ - - FOOTING SCHEDULE. o (IF REQUIRED) FACE OF CONCRETE J FOOTING. BOTTOM STEEL PER FOOTING SCHEDULE * INDICATES 3" GONG. FT'G 51ZE AND REINFORCING COVER, BOT. 8 SIDES NOTE: PER PLAN AND SCHEDULE. INDICATES-7 MIN. ■ ■ CENTER FOOTING BELOW GONG. COVER ABOVE WIDTH CONCRETE COLUMN (TYP. U.N.0). TOP STEEL. (DEPTH d WIDTH PER FOOTING SCHED)LE) :;>ETA I L CONCRETE FOOT I N5 r;>ETA I L CONCRETE POOTI N5 4 CORNER RE I NPORC I N5 CONCRETE COLUMN RE I NPORC I NS NO SCALE: (2) BAR5 IN A 50LID GROUTED NO 5GALE: CELL. DOWEL OUT OF FOUNDATION. HOOK INTO ROOF TIE BEAM. ■ ■ = KEY ON PLANS. :;>r=TA I L AALL Rr= I NPORC I NS T`I'Pr= NO 5GALE: 1 1/4" CLEAR TYPICAL. =2 ELLS. NOTE: VERTICAL REINFORCING DOWEL OUT OF FOUNDATION. 51ZE 8 SPACING PER PLAN. HOOK INTO ROOF TIE BEAM. ■■ ■■ = KEY ON PLANS. 1�5TA I L AALL R5 I NPORC I NS TYPS NO SCALE: EXTRA PIECE, EXTEND 2'-0" - BEYOND WINDOW BOTH ENDS. EXTRA PIECE, EXTEND 2'-O"- BEYOND WINDOW BOTH ENDS. EXTRA PIECE, EXTEND 2'-O" BEYOND WINDOW BOTH ENDS. TOP COURSE. FOUNDATION NOTE: PROVIDE AT LEAST (2) REINFORCED GOUR5E5 ABOVE OPENINGS. r;>STA I L JOINT R5 I NPORCEMSNT A LL A 1 TH OPSN I N55 RUNN I NS 50N=> NO 5GALE: GOLD JOINT. LINE OF GONG. COVER POUR TOP OF FOOTING BELOW. COLUMN BASE fE r - - - - BELOW. I I I I I I � L ----J 3" CLEAR MIN. (TYPICAL) TYP I CAL 5LA5. ON 5 RA=>r= CONTROL JOINT i757A I L NO 5GALE: SEE PLAN OR COLUMN SCHEDULE FOR COLUMN 51ZE $ TYPE. GOLD JOINT. BASE fE + ANCHOR BOLTS PER PLAN. CONCRETE SLAB THICKNESS PER PLAN 8 SECTIONS. CONCRETE SLAB ON VAPOR BARRIER. POURED CONCRETE FOOTING PER PLAN. SEE SCHEDULE ON THI5 SHEET FOR 51ZE AND fI II REINFORCING. Ems 3" CLEAR (MIN) GONG. COVER AT PERIMETER OF BASE R. 1 e X 5ECTION SDI NO SCALE: COURSE. PER "MEP'' DRAWING° 1 1/2" CLEAR INDIGATE5 COVER (TYP. MECH'L. UNIT. 10" THICK 5LAB. 5EE FOUNDATION PLAN FOR 51ZE 15PACING OF REINFORCING. SLAB ON GRADE ELEV. TOP OF PER PLAN. FOUNDATION OIL TOP OF SLAB EL.: 0'-0" — — — — :�lSTAIL JOINT REINPORCr=MENT AALL WITH AALL A 1 TH NO OPEN I N5 5 RUNN I NS 5ON:;> NO SCALE: THICKENS CONCRETE 5LA5 AT MECHANICAL UNITS NO 5GALE: CONCRETE SLAB THICKNESS PER PLAN d SECTIONS. GLA55 "B" TENSION LAP, NOTE: PLACE CORNER BARS ON TOP OF OR BELOW CONT. LONGITUDINAL REINF. NOTE: ALL GONTINUOU5 BARS ARE TO EXTEND TO WITHIN 3" OF EXTERIOR FACE OF FT'G. Q —1 O z w m d v —FACE OF CONCRETE FOOTING. INDIGATE5 MIDDLE BARS PER FOOTING SCHEDULE. INDICATES MIDDLE BARS PER FOOTING SCHEDULE. ui v a n CN r` Oa 0 cq • ULL LL Q Wcn m cn w a Q cn z Uzz Y r` N O e- P) o z 0 F_ m�cMroco� U v��n�coo E 0 0 CN 'tL6M~�Nco >' W 0)C"4g"m o L)� d) 0) co 0) 2)00 IIIti t0 7NO , L) -2 LL M aNC7 —NO'1Q.-- t go a L c 0 E2 c0 O m z 7 TO-O N tU0 cu nU S C� 3 j a � � a z zN z W 3 r Z J �z> Cwa� r U V m W�o�a �N H co 0 3 CONCRETE SLAB ON VAPOR BARRIER. n _...__.. .,...,.. - Q J TOP OF 5L6BLu O Lu wm FACE OF CONCRETE w 8" OR 12" GONG. N FOOTING. OILTOP OF FT v v BLOCK WALL. _j FT'G 51ZE AND REINFORCING PROVIDE CORNER BARS AT TOP PER PLAN AND SCHEDULE. EL.: PER PLAN m a AND BOT. 5%. TO MATCH BAR m p POURED CONCRETE FOOTING PER PLAN. SEE 56HEDULE ON 51ZE 8 COUNT OF MORE HEAVILY v N REINFORCED FOOTING FRAMING _ — THI5 SHEET FOR 51ZE AND w - REINFORCING. INTO JOINT. FACE OF CONCRETE NOTE: PLACE CORNER BARS ON FOOTING. Q `- 3" CLEAR NOTE: TOP OF OR BELOW CONT. v COVER (TYP CENTER FOOTING BELOW ALL LONGITUDINAL REINF. Lu MASONRY WALL5 WHERE NO m v SIZE PER PLAN BRICK VENEER 15 SHOWN AND SCHEDULE (TYP. U.N.OJ �. 1>ETA I L CONT 1 NUOUS 1�T I L GONGR575 CONCR5T5 POOTINS POOTINS INT5R55GTION .� NO SCALE: NO 5GALE: INDICATES (1) VERT. BAR EACH SIDE OF STEP. 4" W 4" (FDN. TO TIE BEAM.) 4" 4" ' — Z "Z" BARS TO MATCH WL RE INF. N O EI F. REBAR SIZE 8 QUANTITY (�) TOP STEEL HIGH 51DE a PER SCHEDULE. CLASS "B" TEN51ON TO TOP LOW SIDE. = U 0 V W =WIDTH OF WALL LAP (TYP) O z 0 w R EINF. PER `-_' - Q x a ,. - J 0 FT'G SHEDULE. z co J O�� FOOTING DEPTH ILL! /� — PER SCHEDULE. L� •. BOT. STEEL HIGH 51DE � TO BOT. T STEEL LOW CDp 5I(—I—) DE. VAPOR BARRIER. •CLZ> I6 (MIN.) WF = W + 8 >_ lb" TOP STEEL PER uj w W O WF SCHEDULE. N Z N V I?ETA I L CONCRETE SLAB HAUNCH GLALAP (NP� DIAGONALS BARS. SIZE d QTY. 510N "INDICATES 3" GONG. COVER, BOT. SIDES Comm No:12010.00 NO 5GALE: TO MATCH LONGITUDINAL REINF. 2'-0" (MIN.) ** INDIGATE52" MIN. ..... ..... (TOP STEEL HIGH SIDE TO BOT. (�_) GONG. COVER ABOVE Date: 01 1 614 STEEL LOW SIDE) TOP STEEL....................................................../ Drawn: TYPICAL 5TEPPEi;> FOOT I NS RE I NPORC I N5 DETA I L s Revised: NO SCALE: 2 #5 x 4'-0" LONG. PLACE I" CLEAR FROM TOP OF SLAB. PROVIDE PLYWOOD BULKHEAD BY CHAIRS TO MAINTAIN BAR FORMWORK CONTRACTOR. PLACEMENT DURING POUR. DOWELS PER PLAN. ' I INTERIOR CORNER OF SLAB ON GRADE. X1 �X ` --J— ---_j— ♦ 2" (TYP) 2" (TYP.) LONGITUDINAL REINFORCING SHALL RUN To niE eEsr oF'ilr KNoNIimcE, THE "': PLANS AND sPEciFic IoNs coNPLY #M-1. CONTINUOUS AGRO55 JOINT OR EXTEND THE I�IM►rfuM BUILDING coDEs. SLAB OPENING COLUMN, - A FULL GLA55 "B" TENSION LAP BEYOND WALL PENETRATION ETC. BULKHEAD. POUN=>A71ON COLI> C�E7A I L CRACK CONTROL 57EEL AT JOINT 1>E7A I L /77 INTERIOR CORNERS OP 5LA5 ON 5RADE NO SCALE: © 2013 HARVARD JOLLY, INC. NO 5GALE: THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. SD1 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. L w ! _............. _..................... .. - .: Ist LAYER TOP STEEL 2nd LAYER TOP STEEL (IF REQUIRED) NOTE: TO SPLICE AT MID -SPAN AND ,) HOOK INTO SUPPORT (U.N.0) w o Q I I MIDDLE STEEL (IF REQUIRED) %J 0 I' = Lu w DL l o z w I I STIRRUPS PER SCHEDULE v I NOTE: PLACE Ist STIRRUP AT _ 1/2 NORMAL SPACE CLEAR FROM N - I I FACE OF SUPPORT 2nd LAYER BOTTOM STEEL (IF REQUIRED) Ist LAYER BOTTOM STEEL NOTE: WIDTH AT SUPPORTS (U.ND) GONG. STRENGTH : 4000 P.5.1. X. REBAR GRADE: A615 60 TYP I GAL CONCRETE BEAM DETA I L NO SCALE: TOP OF CONCRETE BEAM ELEVATION PER PLAN 8"xlb" POURED GONG. TIE BM. W/ 2 #5 TOP, 2 #5 BOTTOM #3 STIRRUPS ® 24"0/0 #3 STIRRUPS 6 b" 0/6 OVER OPENINGS. (Ist STIR. ® 3" BEYOND SUPPORT FACE) VERTICAL WALL REINFORCEMENT TO EXTEND INTO TIE BEAM W/ STANDARD AGI 10° HOOK. DETAIL TYPICAL CONCRETE T I E BEAM (TOP ALL MASONRY WALL U.N.O.) NO SCALE: CONCRETE RE I NORC I N6 B5AR LAP SCHEDULE X. f C= 3000 P.5.1 COMPRESSION LAPS CLASS "B" TENSION LAPS CLASS "B" TENSION LAPS TOP REINFORCING () STRUGT. ELEMENT N.A. ALL OTHER SPLICES FOOTIN65 THICKER THAN 12" BAR SIZE REOV. LAP (IN.) REOV. LAP (IN.) REG'D. LAP (IN.) 3 12 I6 21 4 13 22 28 5 16 27 35 6 I q 32 42 7 22 55 4q 8 25 43 56 q 2& 48 63 10 32 55 76 I I 35 71 q3 CONCRETE RE I NORC I NO BAR LAP SCHEDULE f G= 000 P.5.1 COMPRESSION LAPS CLASS "B" TENSION LAPS GLA55 "B" TENSION LAPS TOP REINFORCING (CIE) T. ELLEMEEMENT N.A. ALL 5PLIGES NOT APPLICABLE TH15 JOB BAR 51ZE REQ'D. LAP (IN.) REOV. LAP (IN.) 3 12 I6 18 4 13 Iq 24 5 16 23 30 6 11 31 40 7 22 42 54 8 25 55 71 �I` >I °- q 28 6q q0 10 32 88 114 11 35 10& 140 N DETAIL 74'rf I GAL CONTINUOUS CONCRETE BEAM NO SCE: LE6ENI?: TYP. CONT. SEAM NOTES ® PLACE FIRST STIRRUP AT 1/2 NORMAL SPACE FROM FACE OF SUPPORT. © NORMAL STIRRUP SPACE PER SCHEDULE OR NOTE. ©SPLICE CONTINUOUS TOP STEEL AT MID -SPAN UNLESS NOTED OTHERWISE. PROVIDE GLA55 "B" TENSION LAP (U.N.O.) STANDARD A.G.I. HOOK CONTINUOUS TOP BARS Q CONTINUOUS BOTTOM BARS (CIE) TOP REINF. 15 DEFINED A5 HORIZ. W/ MORE THAN 12" OF FRE5H GONG, GA5T BELOW THE 5PLIGE LOCATION. () TOP REINF. 15 DEFINED A5 HORIZ. W/ MORE THAN 12" OF FRE5H GONG. 6A5T BELOW THE 5PLIGE LOGATION. TOP STEEL ADD BARS (H 25 OR .25L1 UNLESS NOTED OTHERWISE 1 1/2" CONCRETE COVER TYPICAL © PROVIDE A.G.I. STANDARD HOOK OR TENSION DEVELOPMENT LENGTH. © BOTTOM STEEL ADD BARS. © PROVIDE STANDARD HOOK IF Lc <4'-O" (U.N.O.) (N PROVIDE GLA55 "B" TENSION LAP. (1 #5 VERT. IN GROUTED CELL EACH 51DE OF JOINT (MIN)) VERTICAL REINF. PER PLAN. NOTE: REFER TO DETAIL TYPICAL MASONRY CONTROL JOINT. ALL HORIZONTAL TIE BEAM REINFORCING SHALL RUN CONTINUOUS THROUGH G.J. 1 ---I�------- 1 1 - - VERT. JOINT FROM TOP OF FOOTING TO TOP OF TIE BEAM. (STACK BOND) DETAIL CONTROL JOINT AT MA50NRY TIE: BEM NO SCALE: STANDARD q0° A.G.I. EXTEND HOOKS TO OUTBOARD HOOK LENGTH (b" (MIN) REINF. TOP, BOTTOM, d MID. NOTE: PLACE CORNER BAR ON TOP OF OR MASONRY LAP. (5E BELOW CONT. MA50NRY NOTES ON 1'-0" (') eL LONGITUDINAL REINF, SHEET 5N 2) *, III II IIII IIII I IIII II IIII I -� - PROVIDE HOOK BARS AT TOP AND - = BOTTOM STEEL (MID. HEIGHT 5TL. IF - APPLICABLE) TO MATCH BAR 51ZE w O OF LARGER LONGITUDINAL REINFORCING PROVIDE VERT. REINF. EXTEND HOOKS TO OUTBOARD REINF. o- Q O z W/ STD. AGI q0° HOOK = TOP, BOT., d MID. - _ z �n AT TOP. - PROVIDE CORNER BARS AT TOP AND z z BOTTOM STEEL (MID. HEIGHT 5TL. IF �n - = APPLICABLE) TO MATCH BAR 51ZEMix = d OF LARGER LONGITUDINAL REINFORCING. (NOTE REQ'D LENGTH OF CORNER BARS) HIDDEN LINE INDICATES CONT. LONGITUDINAL REINFORCING. _ (TYP) INDICATES 12" TO CONT. LONGITUDINAL REINF. DETAIL AT MA5ONRY BEAM INTERSECTION NO SCALE: 12 * MA50NRY LAP. (SEE lo MA50NRY NOTES ON STD. q0(' A.G.I. HOOK SHEET SN-2) LENGTH b" (MIN) EXTEND HOOKS TO OUTBOARD REINF. PROVIDE CORNER BARS AT TOP AN+ D I - 9H, VBOTTOM STEEL TO MATCH BAR 51ZE —OF LARGER LONGITUDINAL REINF. NOTE: PLACE CORNER BAR ON TOP OF OR BELOW CONT. LONGITUDINAL �11(ATE5 REINFORCING. 12" TO CONT, w o w O LONGITUDINAL REINF. N In o_ Lu_ h o Q Lu n NOTE: REQUIRED LENGTH OF CORNER BARS.Lu W EXTERIOR TIE BEAM INTERIOR TIE BEAM z z o z N Q Lu �O NOTE: BLOCK TO BE INTERLOCKED. (RUNNING BOND), TYPICAL. IF CELLS ARE NOT REINFORCED d SOLID GROUTED, FILL CELLS #5 VERT. (MIN) W/ MORTAR AS BLOCK d STRAPS IN EACH CELL. ARE BEING LAVED. t ' 14 GA. HOT DIP GALVANIZE METAL 5TRAP5 ® lb" O/C. #5 (MIN.) VERT. IN 50LID, GROUTED ADJACENT CELL5 W/ #2 TIES 0 lb" O/G. UNLE55 NOTED OTHERWI5E. " X ALTERNATE WALL DETAIL WALL DETAIL WHERE WHERE BLOCK 15 NOT BLOCK 15 NOT INTERLOCKED INTERLOCKED (A/ VERTICAL (NO VERTICAL RE I WORC I NG.) RE i NFORC NOTE: THESE DETAILS ARE NOT TO BE USED WHERE LOAD BEARING AND NON -LOAD BEARING WALL5 INTERFACE. NON -LOAD BEARING WALLS BEAR ON "HF" SLAB HAUNCH FOOTINGS. DETAIL 71'P I GAL MASONRY T I E BEAM AND WALL I NTERSECTION5 NO SCALE: 2 #b CONT. IN 501-I1? GROUT FILLED K.O. BLOCK. POUR MIDDLE COURSE MONOLITHIC. 2 #b GONT. IN SOLID GROUT FILLED PRE-GA5T, PRE-5TRE55ED GONG. LINTEL. ONT. IN 50LID FILLED K.O. ONT. IN 50LID FILLED PRE-GA5T, fRE55ED CON,. 2 #5 CONT. IN 50LID GROUT FILLED PRE-GA5T, PRE-5TRE55ED (ON,. LINTEL. M.O.'5 FROM M.O.'5 FROM M.O.'5 L.E55 THAN 4'-0" 8'-0" TO 12'-0" 4'-0" To 8'-O" W =WIDTH OF WALL. NOTE: PROVIDE THE SAME K.O. BLOCK QTY. d REINFORCING AT SILL (PER PLAN SECTIONS) CONDITION AS LINTEL AT HEAD OF MA. TYPICAL LINTEL DETA I L5 �3 OVER MABONRY OPEN I NC 5 SD2 NO SCALE: RE I NORCED CONCRETE BEAM SCHEDULE REF. WIDTH LONGITUDINAL REINFORCING STIRRUPS MARK ELEV. T.O.B. X DEPTH NOTES &REMARKS CONT. CONT. CONT. TOP ADD BOT. ADD SIZE SPACING TOP MID. BOT. BARS BARS OR B.O.B. O PER 2 #5 2 #5 #3 24" 0/G. PROVIDE #3 STIRRUPS @ 6" 0/C. PLAN ABOVE M.O.'S GREATER THAN 4'-0" © PER 7 5/8"xI6" 2 #5 2 #5 2 #5 #3 24" 0/C. ADD BARS TO BE SET BELOW JST. PLAN BEARING ELEVATION. SEE 5/551 G O VARIES 7 5/8" x 2 #5 2 #5 #3 24" 0/G TOP OF CONCRETE BEAM VARIES 1([[ (MIN.) FOLLOW SLOPE OF ROOF DECK. 0 PLN PLAN II 5/8"xI6" 2 #5 2 #5 #3 24" O/G. 0 VARIES II 5/,5" x 16" (MIN.) 2 #5 2 #5 #3 24'� p/G TOP OF CONCRETE BEAM VARIES FOLLOW SLOPE OF ROOF. O PER 7 5/8"�0" 2 #5 2 #5 #3 24" 0/G PROVIDE #3 STIRRUPS ® q" O/C. PLAN ABOVE M.O.'S GREATER THAN 4'-0" O PER 7 5/8"xl8" 2 #5 2 #5 #3 24" 0/0.PROVIDE #3 STIRRUPS 6" O/C. PLANABOVE M.O.'5 GREATER THAN 4'-0" O PER -� 5/8"xlq" 2 #5 2 #5 #3 24" 0/G. PROVIDE #3 STIRRUPS @ 6" 0/C. PLAN ABOVE M.O.'S GREATER THAN 4'-0" O VERTICAL BAR 5PL I CE REOU I REMENT TABLE BAR SIZE LOCATION OF BAR SPLICE H/3 FROM TOP OR H/3 FROM BOTTOM MIDDLE THIRD OF WALL HEIGHT (H/3) #5 48d BAR = 0.625x45 = 30 IN 72d BAR = 0.625x72 = 45 IN #6 48d BAR = 0.75x4b = 36 IN 72d BAR = 0.7500-2 = 54 IN #7 48d BAR = 0.875x45 = 42 IN 72d BAR = 0.&750.2 = 63 IN f- z w J w dz m 0 z 0 U- w J J LL 0 w _ VERTICAL REINF.- SHALL HOOK INTO TOP OF TIE BEAM. CONT. KNOCK OUT BLOCK W/ 2 #5 CONT.- AND SOLID GROUT CON50LIPATED W/ INTERNAL MECHANICAL VIBRATOR NOTE: PROVIDE "U" LINTEL BLOCK ABOVE MASONRY OPENINGS. KNOCK OUT HOLE IN END — BOT. OF LINTEL TO ALLOW FOR PASSAGE OF VERT. REINF. (LINTEL REINF. PER LINTEL DETAIL A/50.2) Q Lu v J c I� I U- = I I I ' I O I I I = I I WALL ABOVE w I II i WALL ABOVE IF APPLICABLE. _ O I I I IF APPLICABLE. LL F I I I Li =m i IIi I ui m to 00 , O N 0_ • U_j o:; co , M w: ` m cn w w:: W Qry z v N O cM 00 O O cMMroco .0tor ONU-)co E ° U Lo r °)Nocflvtic� oC6 U :: 0) lz N — 0 Z LL . O o ° o m z :. co �Q o U_ LL TOP OF WALL I TOP OF WALL • O . m� LL 43 FLOOR FRAMING `n O FLOOR FRAMING 00 MEMBER. O = MEMBER. LL TIE TIE BEAM. a�C z w TIE BEAM. �wg -� ��< o� F LL X z �zw m~ w Lu = � w0 Lu O = m FINISH FLOORTH FIN15H FLOOR TOP OF TOP OF J NOTES: I. H = HEIGHT OF MASONRY FROM FOUNDATION TO THE TIE BEAM (IF WALL 15 NOT CONNECTED TO SLAB). H = HEIGHT OF MA50NRY FROM SLAB ON GRADE TO THE TIE BEAM (IF WALL 15 CONNECTED TO SLAB). 2. IT 15 HIGHLY RECOMMENDED TO PROVIDE BAR SPLICES OUT OF MIDDLE THIRD OF WALL HEIGHT. DETAIL 71'P. MA50NRY VERT. RE:I NP. NO SCALE Q � n. a Z Z W 3 `ZW r Z J C LIJ M � � Lu Uzi N �coto0) 3 . J NOTE: ALIGN LAP BARS VERTICALLY TO FACILITATE U GROUT FLOW. O Z = _ W 8" DEEP x WIDTH OF WALL Q #4 VERT. SPACER BARS x 6 POURED GONG. LINTEL W/ U Q LONG 0 6'-0" 0/0 MAX TIED = 2 #5 CONT. TOP d BOT. #3 U TO LONGITUDINAL BARS. STIR. ® 24" 0/6. W/ q0° O 3/4" CLEAR HOOK E. END OF TOP BARS. O Q LL Z J �O PROVIDE #4 CHAIR BAR HORIZ. = Z J x 4" LONG ® b'-O" 0/0 MAX. TO O U MAINTAIN CLEARANCE —1 IN PRECAST LINTEL. BOT. OF LINTEL (� VERT. REINF. PER PLANS d NOTES EL.: PER ARCH. . NOTE: VERT. REINF. CELLS SHALL BE GROUTED WITHIN 1/2" OF BOTTOM Q� = Z a. OF BEAM PRIOR TO PLACING BEAM PROVIDE b" (MIN) 1 1 Lil W W 0 BEAM REINFORCING. BEARING. ' N Z N U GONG. MASONRY......................................,...,..,,,.,.......... ..... DETAIL 5 I NC LE COURSE MA50NRY BLOCK. Comm. No: 12010.00 BEAM /� �I}� /� 'AI �I I,�I ............. TIE. L.�.. AM 111 V L/ /V R 1� `I I I �1�0 r `4 5 I L• L RED GONG. G LUMN :Date: 0 1 � 1 6� 1 4 ' NO SCALE: VERTICAL REINF.- SHALL HOOK INTO TOP OF TIE BEAM. Q w J v Q 51 E d REINF. P PLAN. :Drawn: SF/ RMT Revised: NOTE: ALIGN LAP BARS VERTICALLY TO FACILITATE GROUT FLOW. #4 VERT. SPACER BARS x 12" LONG a 6-0" 0/C MAX. TIED TO LONGITUDINAL BARS. 8'-0" (MAX.) M.O. GONT. KNOCK OUT BLOCK W/2 #5 CONT. VERT, REINF. PER PLANS d NOTES AND SOLID GROUT NOTE: VERT. REINF. CELLS SHALL BE GROUTED WITHIN 1/2" OF BOTTOM CONSOLIDATED W/ INTERNAL MECHANICALBEAM OF BEAM PRIOR TO PLACING BEAM VIBRATOR. REINFORCING. NOTE: PROVIDE U 3/4" CLEAR To THE BEST I,h' K THE LINTEL BLOCK ABOVE E coM TPFIE S�IIN �1UM PB CLDING 0 Ns ODIM p PLY MA50NRY PENIN. KNOK OUTHOLEIN CEND D�ETAI L POURED CONCRETE LINTEL BOT. OF LINTEL TO ALLOW PROVIDE #4 CHAIR BAR HORIZ. x 4" LONG ®b'-0" 0/G MAX. TO WERE MALL OPEN IN C 15 ADJACENT FOR PASSAGE OF VERT. REINF. (LINTEL REINF. MAINTAIN CLEARANCE IN PRECAST LINTEL. ,� TO CONCRETE WALL COLUMN. PER LINTEL DETAIL A/50.2) SD2 NO SCALE: DETAIL DOUBLE COURSE MA50NRY ©2013 HARVARD JOLLY, INC. T 1 E BEAM AND/oR W I NDoW 51 LL :::::::::::::::::::::::::::.:::::::::::::::::::::.:::::... NO SCALE: (K)THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS• SD2 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. l9_ _LL_! _ 11__I _- _1 - _ I I _L SEE DETAIL TYPICAL STEP IN TIE BEAM DETAIL THIS SHEET FOR BEAM REINF. PATTERN. CONCRETE TIE BEAM PER PLAN. WELD DECK TO ANGLE H/ 5/8" (P FUDDLE HELD5 _ xE ROOF SLOP PER ARCH. ®b" 0/G. METAL DECK PER PLAN. I\ I I/ I I I \—VERTICAL WALL REINF. L4 3"x3"xl/4" CANT. H/ 50' 0 8" PER PLAN d DETAILS. ANCHOR BOLTS ® 16" 0/C. MAX. 3" r;�ETA I L TYP I CAL =>6 E ANC LE AT STEPPED TIE 5EAM SCALE: NO 5GALE 0 N t0 0 0 Inn c 5 7) t� WELD BRIDGING TO JOIST (TOP CHORD) d CONT. ANGLE. I"xl"xl/8" GONT. TOP 8 BOTTOM CHORD BRIDGING. 4 3"x3"xl/4" H/ (2) 3/4" (P EXPAN51ON BOLTS W/ b" EMBEDMENT OR 5/4" (P x b" LONG ANCHOR BOLT W/ 3" HOOK. I�FTA I L TYP I CAL "i" SERIES 57EEL JOIST BRC1 5 I NC ANCHORAC E NO SCALE: CONCENTRATED TYP LOAD WELD 4 2"x2"xl/4" FROM LOGATION /�OF LOAD TO NEAREST PANEL POINT / (ON OPPOSITE CHORD OF JOIST). I i t TYP STEEL J015T CONCENTRATED PER PLAN. LOAD I>ETA I L JO 15T HANGER (Rr= I NPORCrzMENT) NO SCALE: NOTE: PROVIDE FOR CONCENTRATED LOADS OF 100 LB5. OR MORE. STRUT J015T = J015T5 ON COLUMN TO BE BOLTED TO BEAM FLANGE (2) 5/b" 0 A-301 BOLT5 FOR "K" 5ERIE5 JOISTS. (2) 3/4" d A-301 BOLTS FOR 'I 5ERIE5 JOISTS. TYP v PROVIDE BOT CHORD EXTENSION. WELD TO BEAM WEB (ANGLE 5IZE TO MATCH BOT. CHORD 45. (EXTEND BOTH BOT. CHORD ,4'5) T`YP I CAL 57RU7 J0157 T 1 E J0157 EFTA I L NO SCALE: METAL BECK WELD PA77RN5 511 WIDE SHEETS 24/(b PATTERN METAL DECK AEL1> PA77ERN5 24" WIDE SHEETS 5/5" 4) PUDDLE HELD5 6" 0/C. (MAX) 4 I I/4"xl I/4"x3/I6" CONT. W/ I/4" R 6U55ET5 o Ib" 0/G. MTL. DECK TYPE, GAGE, AND (MAX) WELDING REQ'MNT5 PER NOTES ROOF FRAMING PLAN. EDGE ANGLE PER 5EGTION5. J015T SEAT OR TOP J \\ CHORD EXTENSION. / STEEL J015T PER PLAN. APPLIES WHERE BOTTOM RIB OF DECK 15 NOT PRESENT FOR SUPPORT AND WELDING. 1;I'ETAIL 1?IAPHRA6M TRAN5�ER (i;�ECK Er�C E SUPPORT) TYP I CAL NO SCALE: r;'ETA I L TYP I CAL COLUMN AT MA50NRY TIE BEAM AT ROOF NO 5GALE: COLUMN OLll REINFORCING ORG G F N CAGE O COLUMN ABOVE. W J TIES. a 0 tttt ttAtt DOG LEG BARS TO w • --- IN51DE OF COLUMN k -w FOR LAP. TOP OF BEAMjIIIh QSID --- MASONRY TIE BEAM PER PLAN. SEE SCHEDULE FOR 51ZE 8 REINF. (REINF. COLUMN REINFORCING. 71. TO RUN CONTINUOUS THROUGH COLUMN. ' INDIGATE5 1/2 TYPICAL TIES. TIE SPACING. I:�ETA I L TYP I CAL COLUMN AT MA50NRY TIE BEAM NO 5GALE: r r r L� L L L _j ` NOTE: AT BOTTOM CHORD, LOCATE FIRST ROW OF BRIDGING AT EXTERIOR PANEL POINT. * — BOTTOM CHORD HAS TWO MORE LINES OF BRIDGING THAN DOES TOP CHORD. T)ei= I CAL STr=r=L JO 15T i-40RI ZONTAL BRI IBC I NC NO SCALE: AT BEAMS WHERE BAR JOISTS HAVE EXTENDED OR CANTILEVERED EN05 CENTER BEARING R ON BEAM. 142' 411 PLATE L J DETAIL 3/Ib" 3" (MIN) 3/I6" 3" (MIN) TYP STEEL J015T PER PLAN. 5"x8"x3/5" BEARING fE W/ (2) 5/8" 0 x 6" LONG STUD ANCHORS. :�ETA I L X" SERIES 57EEL JO 15T BEARING PLATE AT CONORF.TF. BF.AM NO 5GALE: 11/2" 4 1/2" PLATE DETAIL I LIB I L. 113. .ALL VVI\V, VI'I. SCHEDULE FOR 5IZE d REINF. :;>ETA I L TYP I CAL SERIES 57EEL JO157 PLATS AT 5" CONCRr=Tr= BEAM NO SCALE: .5 PROVIDE TIGHTER STIRRUP SPACING PLACE STIR. ®6" 0/0. FOR Ib" BM. 5 = (0/2 -.2") 10" 0/G. FOR 24" BM. )) () = PLACE FIRST 5TIRRUP TIE BEAM PER 1/2 SPECIFIED SPACING. PLAN. I I I I I I I I I I 1 5HAD1 G AND REINF. IN IGATE -� POURED GONG. OF M.O. (PER P BM. AT HEAD AN.) Xo X. PRE -CAST LINTEL OVER M.O. PER DETAIL 6/502. (H) = 4'-0" OR LESS. C�ETA I L CONCRETE BEAM 5T I RRUP 5PAC I NC REOU I RMENT5 OVER M.O.'s NO SCALE: HOOK COLUMN BARS AT EXTERIOR COLUMNS ONLY. TOP OF BE AT ROOF 1 1 1 1 1 1 1 1 1 1 -- *� POURED CONCRETE BEAM PER PLAN. SEE SCHEDULE FOR 5IZE 4 REINF. COLUMN REINFORCING. ---- TIES. INDICATES 1/2 TYPICAL TIE SPACING. L i;>ET L TYP I CAL COLUMN AT CONCRF.TE 5EAY AT ROOF NO SCALE: COLUMN REINFORCING GAGE OF COLUMN ABOVE. TIE5. v "A tt A" �n DOG LEG BARS TO s ,� - _ - IN51DE OF COLUMN • - FOR LAP. TOP OF BEAM 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 ------ _ __ _ _ POURED CONCRETE BEAM 1. PER PLAN. SEE 56HEMLE FOR 5IZE 8 REINF. COLUMN REINFORCING. - - - - TIES. INDIGATE5 1/2 TYPICAL TIE SPACING. I>ETA I L TYP I CAL COLUMN JET CONC. 5M. NO SCALE: SEE PLAN FOR COLUMN SIZE I$ REINFORCING. • INDICATES COLUMN NOTE: PLACE CORNER BAR ON TOP OF OR BELOW CONT. LONGITUDINAL CONTINUOUS LONGITUDINAL w REINFORCING. REINFORCING. STANDARD q0° A.G.I. c HOOK LENGTH (b" MIN) c�c CLASS "B" 12" �'oc TENSION LAP r Oa � � a r UJ L^ L cfl Q PROVIDE HOOK BARS AT TOP m Q a z AND BOTTOM STEEL TO MATCH �n z W Q BAR 5IZE OF LARGER LONGITUDINAL Q IY v w REINFORCING. v w CONTINUOUS LONGITUDINAL REINFORCING. z PROVIDE HOOK BARS ' INDICATES LT TO CONT. AT TOP AND BOTTOM LONGITUDINAL REINF. STEEL TO MATCH BAR SIZE 1T LARGER z LONGITUDINAL REINF. Y DETAIL JET CONCRETE 5EAM IN7ER5EC7ION W NO SCALE: Q z Q 2 " II VI AR I PROVIDE BARS 5 ZE 0 t QUANTITY TO MATCH H RI >: O Z HATCHING INDICATES r G NG R INF IN IN TIE E ORG G E BEAM N 0 POURED CONCRETE. W/ AGI STD. q0 HOOK EA. Z END. o O o coo `_ � o � r= CD co om Q CO r• M r ' CA E U *--STEPINTIEBEAM. � M���� T O -- G SEE PLAN. W' OR N o o U TIE BEAM REI F. 11 —11� PER PLAN OR II II LESS) cca M rn � ro 5 N o II I�1I I rn SCHEDULE. II o E > "o o -0, coo z 03 •' C� PROVIDE CORNER BAR5 TO -' a v w II lI MATCH LONGITUDINAL BARS u- O 0- � — — IIII �I ----� ... II I VERTICAL HALL REINF. PER PLAN (HOOK INTO TIE BM) s 2'-0" MIN. I>�TA I L 5T�PPEI> CONCRE-T� 71 � 5r=AM AT CORNER OF !MALL (5T�P5 L�55 THAN 5") NO SCALE: Z BAR W/ AGI 5TD. q0° HOOK EACH END. PROVIDE "Z" 8 BARS 5IZE B QUANTITY TO MATCH HORIZ. HATCHING INDICATE 5 REINFORCING IN TIE BEAM. POURED CONCRETE. TIE BEAM REI PER PLAN OR SCHEDULE. F: I II II IL �t STEP IN TIE BEAM VARIES. SEE PLAN. ilF Tf- III III CI I I, II -I I I I i PROVIDE CORNER BARS TO MATCH LONGITUDINAL BAR5. II _ II VERTICAL WALL REINF. PER PLAN (HOOK INTO TIE BM.) BAR W/ AGI 5TD. q0° ' HOOK EA. END. =>E!7A I L 5TEPPEt7 CONCRETE TIE SEAM AT CORNER OF AALL THAN 5 ) NO SCALE: tt�ititt�tt NOTE: TIE BEAM REINF. SHALL NOT BE DISCONTINUED AT CONTROL I/2" CHAMFER STRIP JOINT. C r III REINFORCING GAGE FOR COLUMN ABOVE. Qw o -Lu v = D_ W 1 #5 (MIN.) VE T. IN GROUTED CELL EACH SIDE OF JOINT. - - II II SEE DETAIL TYPICAL VERTICAL JOINT FROM TOP MA50NRY CONTROL OF FOOTING TO BOTTOM JOINT. OF TIE BEAM. I>r-TA I L CONTROL JOINT AT CONCR�T� TIC CAM NO SCALE: W ryx Q Ckx CLEAR INDICATES DOG LEG 24" (MIN) REINFORCING FROM COLUMN BELOW. TO THE BEST OF W KNOWLED(ETE lsunDcMLYIT BARS TO MATCH 5IZE TM,WUM nINGES. AIND WTrH d COUNT OF TIE BEAM 5F.CT1ON "All - COLUMN LONGITUDINAL REINF. AT FLOOR 5PL I CE r��r=TA I L TYP I CAL 5Tr=P I N 71 E 5r=A1M Q a Z Z N ZLW co 3 r Z J UJ LL CUJ aC7 r co Lu W �N a: Q (> Z J O _ Z W m~ a� D V o V O ~ O j3 J Jc U. Z = Z �j0 J H V = � W W W Z 0 N Z N V Comm. No: 12010.00 :. .................. Date: ......... 01 / 16/ ........... 14 Draw n....,.,......SF ....RM.IT Revised: NO SCALE: a I I/2' I�- 9I _ STEEL BEAM TYP PER PLAN. (2) 3/8' FIN Il? d 3/4" 0 THRU BOLT5. REFER TO DETAIL (TYP) FRAMED BEAM CONNECTION TABLE "X". NOTE: PROVIDE QUANTITY AND DIAMETER OF HEADED STUD TO MATCH BOLT REQUIREMENT OF TABLE "Y' OETAIL BEAM CONNECTION AT ENI:� OF MA50NRY HALL Val/ DOU5LE F—I N PLATE NO SCALE: STEEL BEAM STEEL BEAM PER PLAN. PER PLAN. I 5EE FRAMED BEAM 5TEEL BEAM CONNECTION DETAIL PER PLAN. PER TABLE "X" SEE FRAMED BEAM I 0 0 CONNECTION DETAIL PER TABLE "X" INDICATES CENTER OF I INDICATES SIDE FACE STEEL COLUMN WEB OF STEEL FLANGE THICKNESS. I COLUMN. CONT. STEEL COLUMN CONT. STEEL COLUMN PER PLAN. PER PLAN. J :;>ETA I L STEEL BEAM CONNECT 1 ON AHERE 5EAM r—RAMES INTO COLUMN AE5 NO SCALE: STEEL BEAM I STEEL BEAM PER PLAN. PER PLAN. I I SEE FRAMED BEAM I i CONNECTION DETAIL I I PER TABLE "X" INDICATES CENTER OF STEEL COLUMN WEB THICKNESS. CONT. STEEL COLUMN PER PLAN. STEEL BEAM PER PLAN. SEE FRAMED BEAM CONNECTION DETAIL PER TABLE "X' INDICATES 51DE FACE OF STEEL FLANGE COLUMN. CONT. STEEL COLUMN PER PLAN. DETAIL 57EEL BEAM CONNECTION AHERE BEAM FRAMES INTO COLUMN WE5 AT ROOF NO SCALE: STEEL PER PL CANT. PER PL FRAMED BEAM JNEGTION DETAIL TABLE "X" EL BEAM PLAN. DETA I L COLUMN CONNECT 1 ON AT INTERSECTION AT STEEL BEAMS NO SCALE: II COL. II ID 3165" TEEL BEAM PER PLAN.I PROVIDE WEB 5TIFFENER5 TO MATCH COL FLANGE BELOW (3/5" R MIN) DBL. BACK TO BACK 4 CONN. SUBMIT SHOP DWG'S FOR APPROVAL. (REFER TO TABLE 'X" ) STEEL BEAM 5EE PLAN OR COLUMN PER PLAN. I SCHEDULE FOR COLUMN 51ZE d TYPE. SHEAR SPLICE LOCATION PER PLAN. DET IL CON71NUOU5 5EAM SHEAR 5PLICE NO SCALE: PROVIDE WEB STIFFENER EA. 51DE- OF 5TEEL BM. STIFFENER TO MATCH WALL THICKNE55 OF TUBE COLUMN BELOW (3/6" R MIN) 31 " STEEL BEAM PER PLAN. PROVIDE I/2" GAP fE W (4) 3/4" (P A-325 BOLT5 (ll.N.0) SEE PLAN OR COLUMN 50HEOULE FOR COL. SIZE d TYPE. DETA I L TUBE COLUMN CONNECTION AT CONTINUOUS ROOF BEAM NO SCALE STEEL BEAM STEEL BEAM PER PLAN. PER PLAN. SEE FRAMED BEAM CONNECTION DETAIL PER TABLE "X" 1/2" GAP IE W/ (4) 3/4" (P A-325 BOLT5 U.N.O. SEE PLAN OR COLUMN 56HEDJLE FOR COLUMN 51ZE d TYPE. DETAIL CONNECTION AT BEAM 5PL I CAD A5,0VE COLUMN CAP NO SCALE: " PROVIDE WEB 5TIFFENER5 MATCH THIGKNE55 OF FLANGE OF COLUMN BELOW (3/8" R MIN) STEEL BEAM PER PLAN. PROVIDE 1/2" GAP R W/ (4) 3/4" (P A-325 BOLTS (U.N.0) SEE PLAN OR COLUMN SCHEDULE FOR COL. SIZE d TYPE. DETA I L COLUMN CONNECTION AT CONTINUOUS ROOF BEAM NO SCALE GONG. BEAM PER PLAN. 3/4" 0 OR 718" 4) x b" LONG HEADED STUDS. 5EE DETAIL 5TANDARD BOLT CW5TER TABLE "Y" FOR FACE R d QTY. OF ANCHORS. STEEL BEAM PER PLAN. 6 TYP 3/8' FIN R d 3/4" 0 THRU BOLTS. REFER TO DETAIL (TYP) FRAMED BEAM CONNECTION TABLE "X'. (CENTER R ON FACE E) r;IETA I L 5EAM CONNECTION AT ENI;� 01!! MASONRY NALL W/ 51 NC LE F I N PLATE NO SCALE: 1• L I I I 1 I I I — I --I — I I I I I/2 I I I I I I I I I I I I I I I I I I 1 1/2" II II II II II II II II II II II II R PER TABLE 'W" SLOT II II COLUMN. II II v I I I I I I I I wog, I I I i NOTE: PROVIDE 3/4" Q w m I I A-325 BOLTS. Lu w I I I I m Lu I I I I I I I I - I I � I I I I I I W x BEAM I I I I I I I I I I CONTINUOUS COLUMN. TAE5L E I I I w 1 11 BEAM SIZE NUMBER OF THRU BOLT5 REa'D SIZE OF OF PLATE TN WELD W 8 x, W 10 x 2 ROWS 6" x 5/8" 3/I6" W I2 x, W 14 x 3 ROWS q' x 3/8" 3/16" W 16 x 4 ROWS 12" x 3/8" 5/16" W 18 x 5 ROWS 151. x 3/8" 5/16" W 21 x 6 ROWS W 24 x 7 ROWS 21" x 3/8" 5/16" W 2'I x 8 ROWS 24" x 3/8" 5/16" W 30 x q ROWS 2-1 x 7/16" 515" W 33 x 10 ROWS 50" x 7/16" 515" r>r=TAIL BEAM CONNECTION AT SLOTTED TUBS COLUMN NO SCALE: DBL. 4 3N3 1/2"x5/lb" x LENGTH (WELD TO BEAM) TYP W x BEAM (COPE FLANGE(5) TO FIT) W x BEAM NOTE: PROVIDE 3/4" 4� A-325 BOLTS. T A B L IIx II BEAM SIZE NUMBER OF THRU BOLTS REQUIRED LENGTH DBL. CLIP ANGLE (IN.) W8, W I O 2 ROWS 5 1/2 WL2, W14 3 ROWS 8 1/2 WI6 4 ROWS II 1/2 W18 5 ROWS 14 1/2 P421 6 ROWS 17 1 /2 W24 7 ROWS 20 1/2 W27 8 ROWS 23 I/2 W30 4 ROW5 26 1/2 W33 10 ROW5 21 1/2 NOTE: CONNECTION5 SHALL GOVERN UNLESS DETAILED OTHERWI5E EL5EWHERE. DETA I L TYP I CAL FRAMED STEEL BEAM CONNECTION NO SCALE: DOUBLE 4 3"x5"x5/I6" SLOTTED HOLES NUTS FINGER TIGHT AND TACK WELDED. STEEL BEAM PER PLAN. ---i =POI II 1 — eo I I O I I _ O I SEE DETAIL STANDARD BOLT CLUSTER TABLE SEE BOLT CLUSTER DETAIL FOR BEAMS ABUTTING MA50NRY WALL. (THIS SHEET) DETA I L SLOTTED BEAM CONNECTION AT MASONRY OR CONCRETE NO SCALE 5/4' 0 A-36 ANCHOR BOLTS 116' (P A-36 ANCHOR BOLTS 1/4' FACE R FOR BEAMS W21 OR GREATER. T I L m v 0 � W m 2"x5/16"xb I/2" w (MIN) BEARING I/4" FADER BARS. m m 1 1/4" 3 1/8"± 11/4" 6" (MIN.) 01 NOTE: VERIFY W/ FRAMING ANGLE d BEAM SIZE. SEE TABLE "Y" FOR APPLICABLE DATA. T A 5 L E II yf II NO. BEAM SIZE NUMBER OF FACE PLATE ANCHOR BOLT REQUIRED LENGTH W8, WI0 2 ROW5 (4) 3/4" (P BOLTS ❑6 W12, W14 3 ROW5 (b) 3/4" (P BOLTS 8 1/2" ❑8 WI6 4 ROWS (8) 5/4" W BOLTS II 1/2" ID W1a 5 ROW5 (10) 3/4" 0 B0LT5 14 1/2" W21 6 ROWS (1-2) 3/4 4) BOLT5 17 I/2" 14 W24 1 ROWS (14) 3/4 (P BOLTS 20 1/2" RW27 5 ROWS (I6) 1/5" 0 BOLTS 23 1/2" 18 W30 q ROWS (18) 1/5" 0 BOLTS 26 1/2" �O W33 10 ROW5 (20) Vail 4) BOLTS 2q I/2" COLUMN SCHEDULE v 0) rn CR CV Od v ULL 0 CM M LL Q W 0 cn m cn w w a Q Z � Uz z Y w 4 ( REFER TO FOUNDATION PLAN FOR LOCATION OF COLUMN MARK NUMBERS z Q 0 N 5/8" 4) FU51ON PUDDLE NOTE: REMOVE ANY d WELDS 0 b' O/G. o 7 z O ALL CONCRETE FROM °' o SURFACE OF 5TL. ANGLE 4 4"x3"xl/4" CONT. (L.L.H) W/ (6 M r o E U PRIOR TO PLACING d 5/8" ANCHORS ®Ib" C° `V 10o - r o r 10 m o o 0 WELDING DECK. 0/C. MAX. '• L AC LO N ago ' w N o m 0) U — r7o m L� (0 Q r fB 3 N L. _ 04 -a c p U � O N Z ROOF DECK SEE 0-0 N Q O = � a E C7 1 I PLAN FOR TYPE. u- U- o 0-�cu o 3 1� �I TIE BEAM PER :.............................................................: --. ................................................. SCHEDULE. NOTE: I. WHERE DEPTH OF POURED TIE BEAM 15 INADEQUATE TO EMBED BOLT CLUSTER, PROVIDE POUR T. NEAREST Dr-TAI L ROOP �ECf< CONNECTION COURSING TO AGGOMODATE BOLT CLUSTER. � AT INTERIOR BEAM 2. WHERE ANCHORS ARE SET IN MA50NRY WALL5, FILL BLOCK CELLS WITH CONCRETE AT COURSES W/ BOLTS SD4 NO SCALE: AND TWO COURSES BELOW. DETAIL 57ANDARD BOLT CLUSTER NO SCALE: 5/8" m FUSION PUDDLE WELDS ® b" 0/G. MT L. DECK TYPE, GAGE, AND LOING REQ'MNT5 PER NOTES d ROOF FRAMING PLAN. Q 0. a Z Z N W F'i -IA U. CJW `j T W�Lu W5a�� N 0 0 3 3" 3/4"� A-301 THREADED ROD. ---------- MIN. VARIES 2" MIN. I DEPENDING UPON VS" (P A-501 THREADED ROD LAP CAMBER BUILT INTO FOR BEAMS W21 OR GREATER. ROOF ADJACENT TO BAR J015T OR TRU55. (MIN.) 1/4" THICK ANGLE 51ZE O � d LENGTH OF INDIVIDUAL Q0 ANGLE PIECES TO BE 5'xl2" (MIN) GONG. RAKED Jo DETERMINED IN FIELD. NT. TOP BEBOT. #3 STIR. 0024" 0/0. m NP 3Iu u u b 3 ®2 0G. 0 I/4" FACE R F A O O ------� 4 4'x3"xl/4" (MIN.) (L.L.H.) (MAY ------ REQUIRE LONGER VERT. LEG) I I/4" 1/8" ± I I/4" 6" MIN. W/ 5/8" 0 ANCHORS ® Ib" O/G. (MAX.) �. VERIFY wr FRAMING DETAIL ROOF DECK D I APHRA6M ANGLE d BEAM SIZE. (-A CONNECTION ADJACENT TO BAR JO 1ST Q INSTALLATION NOTES: SD4 NO SCALE: ALTERNATE W_ I.) AT HOLLOW BLOCK WALL5, DRILL IN b" MIN. 4 SET THREADED ROD IN bO MESH CARBON SCREEN TUBES co W/ 51MP50N STRONG TIE "5ET' ADHESIVE. 3/4" 0 BURGLAR BARS a Z 6" 0/0. (MAX) (ONE WAY). Z 2) AT EXISTING POURED IN PLACE GONG. 4 3"x3"xl/4" (4 SIDES) O W DRILL IN 6 MIN d SET ROD IN 51MP50N 0 OPENINGS THRU STEEL m 5TON6 TIE "5ET" ADHESIVE. ROOF DECK. Q 3.) FOLLOW MANUFACTURERS INSTALLATION PROVIDE 5/8" � FUSION U IN5TRUGTION5 FOR DRILLING, REMOVING PUDDLE WELD5 0 b 0/6. ALL DRILL DUST FROM HOLES, ETC. PROVIDE 50' 0 FUSION 2'-0' x 2'-0" OPENING O Q SEE PLAN FOR FINAL SIZES. DECK TO ANGLE AT J PUDDLE WELDS ®b" 0/6. ALL PERIMETER OPENING. 4) SEE STANDARD BOLT CLUSTER DETAIL DECK TO ANGLE AT LL Z TABLE "Y" FOR NUMBER OF BOLTS d PERIMETER OPENING. 3 Ib" TYP. , 1z 10 FACE PLATE SIZE. ♦^ is w 0 0 0 0 0 < V! O —------------- STEEL J015T a: 0 DATA I L 57AM7D tRr; BOLT PER PLAN. 3 I6" TYP. E 10 � U CLUSTER AT EXIST. MASONRY 4 3"x4"xI/4" (L.L.V) NALL OR CONCRETE TIE �,�M (4 4 x4 xl/4 ®5-O SPACING). FULL DEPTH Z NO SCALE: El0 1 8 TOP CHORD. W W W D BOTH SIDES, N Z N ♦ , BOTH ENDS. V DETr� I L TYP I CAL ROOF OPEN I NC :Comm. No: 12010.00 NO SCALE: :Date: 01 / 1 6/ 1 4 FOR BIDDING ONLY. :Drawn: S F/ R MT INCLUDE MATERIAL FOR (') 3'-0" SQUARE FRAMES W/........................................ HEADERS IN ADDITION TO TH05E 5HOWN ON PLAN. Revised: 3 I6" 1 1/2" ® 12" TYP TYPICAL EDGE ANGLE CONNECTION AT ROOF W/ CONT. SUPPORT • I j • 3 I6 ° TYP TYP - ..... TO THE BEST OF MY K%IILEDGE THE 3 I b" : PLANS AND SPECIFICATIOONS COMPLY WrtH! 3 I6" THE MINNUM BUILDING CODES. () WELD ACROSS FULL WIDTH OF BO H () WELD ACROSS FULL WIDTH OF BO H OUTSTANDING LEGS OF BOTH TOP OUTSTANDING LEGS OF BOTH TOP DATA I L NO SHEAR TAB CONN. CHORD ANGLES. CHORD ANGLES. NO SCALE: TYPICAL EDGE ANGLE TYPICAL DECK ANGLE CONN. - _ - 0 2013 HARVARD JOLLY, INC. CONNECTION AT ROOF AT NON CONTINUOUS SUPPORT. AT NON CONTINUOUS SUPPORT. WHERE WALL EXTENDS ABOVE ROOF © THESE DRAWINGS & THEIR CONTENTCONTENTO ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A.TR R E EE O. < SD4 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. ll I '111 I � I � I I I I I I I I I I y_..... ..:..: ........................... E RELOCATED FIRE HYDRANT POWER RE WCAT ED RECLAIMED WATER BOX �b POLE •' . � i-_� ....E-X'ISTING LIFT STATION EW P KING ACES RELOCATED LIGHT POLE [T% b 4 C4 AS4.1 ........................................................... PROPOSED NEW LIBRARY DRIVEAP BOOK DROP .\ 0 2 NEW H.C. PARKING PACES SRI x ARCHITECTURAL T'N� SITE PLAN 1 " = 20'-0- 0 10' 20' 60' 0 0 00 N O 0 O I` co co J LL m lY W W d ........ Z Q .......... H U U Z_ W 2 J Z Q N O � M � 4 Q cfl����oco r O N - O O O U O Mrh tL� r � t` toDDN N O �' W �rn��rn U (0 M a) r— LCCC) cc7 N 70 L%. Ll-. -0N=_0-2.QM.— O f6 O N i o °a Q) o t0 O Z co 0 2 c a E U 3 C2 to IiliOdcA�� f6 W O Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECInCATIONS COMPLY WffH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. AS3.1 LL 1 i N Q m 0 4•+ 0 n- �f- O N In 41 N v 0 a_ V) J W I — In V) Q rn 41 N (u V) Q J U D_ u> N N I 0 O 0 0 N N 0 PRECAST CONIC. CAP CURB, 4" WIDE, 4'-4" O.C. a a 4 BACKER ROD & a a D SEALANT PRECAST CONC. CAP a a s p p W/ EASED EDGES & a o WATER DRIP (INTEGRALLY COLORED) a L] L\ CORRUGATED METAL a Q a p D TIES; GROUT IN PLACE W/ RAKED JOINT 8" CMU WALL; FILL WITH GROUT H' '>H E SITE 2 WALL SECTION DETAIL 3" = 1 '-0" 6'-0" CHAIN LINK FENCE PRECAST CONC. CAP CURB 0 BEYOND, 4" WIDE, 4'-4" O.C. SEE DETAIL A3 1'-6 5/8" PRECAST CONC. CAP W/ EASED EDGES & WATER DRIP (INTEGRALLY COLORED) CORRUGATED METAL TIES; LOCATE 0 I AT CAP JOINTS #5 HORIZONTAL, CONT. " #3 VERTICAL 0 48' O.C. I I• I 4" ROCKED FINISH STONE VENEER W/ MASONRY TIES s 4" THRU—WALL SCUPPER; 16' O.C. °d 8" CMU WALL; FILL WITH GROUT ° 4" CMU O j a 6" CONCRETE WALKWAY in OO ° 1 ° I 0Lj Q 0 0. d- CONCRETE FOOTING �--�-75 o 4.1 1 #3 STIRRUPS CAD 24" O.C. ad. v ° d d (2) #4 REBAR CONT., TOP & BOTTOM 2'-2„ 14'-8" MECHANICAL YARD C41/2" PLAN SITE C21 WALL SECTION = ,'-O" 1 2" - ,'-O" 0 8" 19' —4" 8" ol Zn —n n n 4" TYP. 6" TYP. Ln ALUM. TRELLIS, 10 TYP. N in Lo ao CAST STONE TRIM, TYP. co yL�•hs L,�sY , - g! a - T.O. MASONRY co DARK BRONZE ANODIZED ALUM. TRELLIS MEMBERS UTILITY SIZED BRICK, TYP. 00 I i7 4" CHISELED FACE CAST STONE MASONRY, TYP. 00 1 8" SMOOTH FACE CAST STONE MASONRY, TYP. ,t I s 8" C.M.U., TYP. CAST STONE BASE. TYP. t CONC. FOOTING — _,,' �,.. r SEE STRUCT. DWGS. TYP. � COMPACTED FILL FlN. FLOOR -I I I� I H I I=1 I I=1 I I=1 I I� I I I Il I MI 11511 b I I-1 11=1 I I I III=1 11=1 11= I=1 11=1 I I-1 1I- � I I I I -I I I� I I � •� � • • .. ,. , '. • . - • I I-III-� I 11=1 I I III - : - a - . "_ .;. • - � . t' . � a III -I I L-1 � �. • III- I �I I I -I '�'�TI.— 1=1 I -I I I- I- Lill IIII,=1 1- �CI—CICCCCI ''III-_III„IIEE III -III -III -III -I 11=1 I I -III -III -I 11=1 I I-III-1 I I- IgjIIIjIII�IIIi�IllIlllI TI-- TRELLIS SECTION A41/2" TRELLIS A31/2p' ELEVATION = 1'—O" = 1'—O" rn 00 N o_ 0 P- �0 CO m LL m w W 0_ v7 O z 4 0 Z Y Ir u1 H J Z Q 0 r; N O r r- O z O cort-mr- oCD Cob, D N 000 O O U O -^C�^lf � NO U Ln N 0 N a) � � J W U i ��� N -O -0 N o -0 LL LL 0 a� -0 J fd S2 0 Y o_ E U Cn LL LL -3 0 0_ cn i-- Q 0 } a: m J (� Z co) 0 IL J 0 .J � �z 3 111 0 Z a Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. (� D� ,JR. d 17760 © 2011 HARVARD JOLLY, INC. AS4,1 LIFE SAFETY LEGEND —•—•—•—•—•— ONE HOUR FIRE I L Q) G u IF I I ' _......._r--------❑—I-----J F---- -----� ............. ................ ..... : .............. :.................. ...... I F—, -- —7 ... :::......... L--- —J .......... L-----� . I F/A HORN+STROBE (SEE FIRE ALARM/ELECT. DRAWINGS) PULL STATION (SEE FIRE ALARM DRAWINGS) FIRE EXTINGUISHER <* (SEE A7 DRAWINGS FOR TYPE) FIRE EXTINGUISHER & CABINET <* (SEE A7 DRAWINGS FOR TYPE) ILLUMINATED EXIT SIGN, DOUBLE FACE W/ DIRECTION ARROWS (IF INDICATED) (SEE ELECTRICAL DRAWINGS) ® ILLUMINATED EXIT SIGN, SINGLE FACE W/ DIRECTION ARROWS (IF INDICATED) (SEE ELECTRICAL DRAWINGS) AAA FIRE ALARM ANNUNCIATOR (SEE FIRE ALARM DRAWINGS) AC FIRE ALARM CONTROL PANEL (SEE FIRE ALARM DRAWINGS) 48' TRAVEL DISTANCE AND ROUTE TO EXIT FROM MOST REMOTE POINT SHEET GENERAL NOTES 1. EXTEND ALL RATED PARTITIONS TO DECK ABOVE U.N.O. 2. ALL EXIT SIGNS WILL BE THE ILLUMINATED TYPE, SEE ELECTRICAL DRAWIN & SPECIFICATIONS. 3. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. REFER TO PLANS FOR ACTUAL LOCATIONS OF CEILING DEVICES. 4. IT IS THE DESIGN INTENT OF THESE DOCUMENTS THAT ALL CEILING DEVIC BE LOCATED IN THE CENTER OF CEILING TILES. l zm Comm. No 1201 0.00 Date: 01 /1 6/1 4 Drawn AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. PLAN NORTH mvz NORTIi LIFE SAFETY PLAN 1 /4" = 1 '—O" © 2011 HARVARD JOLLY, INC. I I ... ....... I.... . 0 2' 4' 12' A1.1 1 � I I ! I I I ! I I - - I -1 - -- I -- - I - I _ 1 - - - �-� i I I I I L 1 _11 1 9'_4" 11'-9 1 /2" ` 22'-10 1 /2" 8'-0" 29'-4" 12'-0" 10 I I ' I 1'11 11I 1/2"2'-O" I '-0" '-02' O" 2'-0" 6-0" 1'-8"2' 0" 1'-8" 6'-O" '-4" 2'-4" 11_811 6'-0" " 6-02-02-06'-0" ' ?p" L. L. L. ill I I ILI 1 1 1 I I 1 1 1 O I I 1�- --- -------- ------ ----- --------------- ------ ----- --- - - - - ' ---- - - - - ---------------- - - - ---- - - - - - - - - - - ---- ---- - - - - - - - - - - - - - - - ----'---- -- - - - - - - - - - - - -- --- - ' 1 1 I I 1 I I I Do I I I I I I I O O Z�----1-------------------------------------------J------------------------------------------------------------------------------------------------ ------------ --- ------ ----------------------- -T I 0 1 1 1 I I 1 I r N I ADULT COLLECTION 9'-1 1 2" o I CC) I I I I I 0 N I I I I 105B STORAGE c0 1 I I I I 1 N 00 i i i i i N 1 O 1 1 1 109 CHILDREN'S i I N I I I COLLECTION i 0 N00 L 5A ' I GA LEY 105 ' I I I I I MEETING ROOM I I I I I 00 _ o In 3� - --- ->- -------A - - - - - - ---------II1I1IIIII1II --------------------- III1IIIIII1II ---------------- III,IIIIIIIII'IIII�IIIII)IIII ---------- ----1II�IIII1II -----------------------!I,1IIIiII - - - - - - - - IIIIIIII -IIII 17 -----------�- 0N Lu 110 1060 1 II COMPUTERS NEW BOOKS 100 o LOBBY ----------- — - — - — - — - — - — - — - — - — - — - — - — - — - — - -------------- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --------------- — - — - ----------- n iIIIIII1I1I1II1I1IIIII,IIiIII1 - IIII1I1IIIi,1IIII1IIIIIIIIIIIIiIIII -❑p- -NT�_-_`�IlII ' I!iIIIIIItIIIIIIIIIIIiIIIIIIIIIIIIIIII1 — 113 BOOK SALES IIIiIIIII11IIIIIII1IiIIIIIIIIIII1IIiI C C ° rIIIIIIIIIIlIIIIIiIIIII1IIIi o --Ti,I,II1I1III1IIII,IiI,iIIII1I11I'II - 0N- I 000 II 107 101 1-0" 15'-5" INES 2CEYTY72" 10'-9 1/2" JANITSR 5 1/2" 1' 1So 00 I N Fol � I O 102 1120 104 COMPANION TOILETADULT READING WOMEN 1140! 00 TEENS I 00 ---------------------------- ----------- -------------- --------------------------------- _-_-_____-_-_-_-_-___-_- CT o `` 103 MEN o L0 120 00 DIRECTOR'S OFFICE 00 cn 5 N 0115 N STUDY 119_CIR./TE H. SERVICESo N CL 0 '0 N---------------- ------------------------------------------------------------------------------------------------------------ 00 ------------ 0 Q NNo co a 121 122 Z STORGE STORAGE CL Ld 116 STUDY 00 W 00 o 123 co N STAFF TOILE STAFF LOUNGE oo 00 6" HOUSEKEEPING oPAD p00 \5' 5 ._ 118 wMECHANICAL CIL 117 `n ELECTRICAL 00 ° 125 BOOK RETURN CL o 00 - - - - - - - - - 00 N-------- ----------------------------------------- --------------------------- r------------------------- -------------------------------- ---------------------------- 0 7 / -------------------- I -r i ► i i N 1 I I I I I I I ai i 6 1/2f1 1 ' ' " —612'-6" 1'-9" 2'-0" 3'-7" 6'-43'-8" ' ' 2-8'-8" 8' 10'-4" 2'-0" 2'-3" 6'-8" '-41� �„ 2' 2" i EW L.° I I I 9" I I LZ PLM NORM �! DIMENSIONED PLAN 0 2' 4' 12' ro 0) rn Cp r N O O M co J cD m UJ w w 0_ :., O MCC w ~ Q J Z_ Q } DC Q m �O J COrd W W NZ Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: Revised: TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. A6.1 EQUIPMENT LEGEND I I I I I I 1 I I I I I I , I I I I I I I I I I I I I ------------------ I ------------------ I -I --------------------- -4---------------------------------------------------------------------------------------------------------------------- BOOK I CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ I BOOK CDs/ Lz Dws/VFIS �2 DHD./VFIs �2 Dws/VHS 142� D\�De/vFls �2 o\IDs/v►IS �2 Dvo,s/v►IS �2 Dws/vrls �2 DVDs/VHS �2 DVDe/VHS �2 DWs/VHS J I I I 72" -1 I 184'� 8I I 1 0 I 0 I I 1 U ?2a. >\ TWO `. \ I�� I , ------------------1-------------------------- I /------------------------ 1 2 a — 8f84 8-'t--------rta�sa' l-------r4" ---------- r i \ 1--------------------------------- , ----------- --- ------ ----------------------- I I I I I I I I I / / (` \ I EASY I Fz I CHILDREN'S I CHILDREN'S I ILDREN'S I CHILDREN'S I CHILDREN'S I CHILDREN'S 1 1 I I I I I I �� I EASY 12 o Lz—----14EASY2-------L2-----L2- ---�Y EASY2" _jC1- ----I 1 1 �I IS�I��I ISM ' LT COLLECT�IMPI1a oil, 42" 184" 18, " 184" 84" J___J__L___L_1___1 ' '- I I I I r-L---�--J�--J-7 I L---' L_-J I I «I 1 f� '= I L__J ' J I42' g4- 1 84" 84-"� r4"T4" 1 1`84 �7841 I84'� 1 , 1 1----------------f - I Ireq- � � 8N118�1 18� �� I I r---1 f--� I I YI I J� z l a z I f a zi I L_I 1 11I J L_J___J__L___L_ Iwolw I Iw o I I " I I Sc I Sc I I Sa g� l I I S i I I S I I I I I �= 1 C--� a--� C--j C--� t=--� I Z 1 05B 42" I84" I84" A 184' 84" 184" 184" 184" 184" I 184' 184" 184' 42" , L y STORAGE �Y p z�z5I wzo 7 7 7 F Ir I Il 1 I I I > 5 AMIS -W5Iw55I I r I — - cil I I I, 3�- --------------- - 222-__"€€�NN -, �5 �'�� T1 IIL�II --_IL rII�c®S1IN —lII1 1-_J 1 1II --III �4IlI �_✓ II1I,I1Ifj — -- -- 11IIIIIIIII IIIII �1j1'I,I 2a12a I 3z3zI,I �------1I4�-I I ( I - Hi LIJ' I ---I — — — 4" �i,�84- J +8J ��d 1 r I 1sw I�o I�z I I�z 1�0 S I I90 109 > ala'wo �a 'zI arz�a82CHILDREN' aJa2'a IszOf � LNU�� I I I COLLECTION 1 1 184" 184" I 84" 1 1 4_ �zl 8484�4_ Ir o iw I I I�a Ida Ida 1 A11n6I 61 FI 61 �5 fill lftl wz¢ =1 oza¢ �a+2rJ�4'I Sa I Sa 05 1 qz11 gZUI I QzIQzI k4+8,-�w 8Td84" 84' 4l iI I�WII-oI4I 10 I I-o Io 1 � 7�! I I '�I I I5A a �I 1= Rif=Jw 1 GAEY 105 __R iH I 'DE I M I ��I; I 1 MEETING ROOMI�c 1 QaI Sm QM sz �z 21 Qz �42' 484" 184" 42g41 61 5I 6I 61 z 1 Il I = 0IW 0lO49 J LrJJ1 g�f - .u� JUVEILJUJ_JUVFWIF T2NE -FICTION-FICTION NON BIOGRAPHY BIOGRAPHY -------------- -----—------------ ------- — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - - - — - — - — - --- -SPANISH NEW BOOKS NEW BOOKS L ------L------14------J W 6SIA1 a (D � I Lam\ /i—emu J --J 4 11 11 I II i L__J i I \1\`1 I PRINTER I I L---J r==, 1===J ' ------ r_==, 1===J ------- L==J ------- L= J o - - - - - - - - - - - - - - - - --------- IRY i RM L==J I f L==J L==J L==J I II r-------T-------r------ jl I z / c. .� ` 1 0 ---------------�------- 106 11 i \ ` NEW BOOKS I NEW BOOKS I NEW BOOKS I / �. . i 42" __ __ 42" __ _ 42" ----- NEW NEW B00 r I BOOKS NEW BOOKS NEW BOOKS 1 pp 1\�i ; 142,• 142,. 142,. I 'I \ LOBBY I-------+--------------► 8 L------- I------ I ------ -1-.' I \/ I I I I EOPLE COUNTER ------ T---�--� I 1 I i jl i r- 3�d3a f 3' UL13SJ I SYMBOL DESCRFTION STANDARD BOOKCASE (DOUBLE -SIDED) 36"L x 12"D x HT. INDICATED ON PLAN STANDARD BOOKCASE 361 x 12"D x HT. INDICATED ON PLAN READING CHAIR PADDED OFFICE CHAIR ON CASTERS MULTI -PURPOSE ROOM SEATING (STACKABLE) COMPUTER CHAIR ON CASTERS FILE CABINET TABLE 42"W x 48"L W/ 2 CHAIRS READING CHAIR WITH TABLET ARM 0 36" DIA. TABLE TABLE 72" L x 36"W W/ 4 CHAIRS YOUTH READING TABLE (EXISTING TO BE El El REFURBISHED OR REPRODUCED) W/ 6 CHAIRS YOUTH COMPUTER CARRELS W/ 3 CHAIRS PODIUM FOLDING TABLE 72"L X 30"W NEW BOOK DISPLAY INFORMATION ACCESS STATION COMPUTER STATION STUDY CARRELS 42" x 30" PRINTER STATION 60" X 30" TABLE 601 x 48"W W/ 4 CHAIRS CI® ®d COMPUTER DESK _-I I r 4 ,--------------- -------------------- �o---------------------- ---------------------------------------------------r---------- -------------------- ---- -- --7 I --r-------------- -- ------------------------ ------------------------ T-------- ---------------- TABLE 48"DIA. W/ 4 CHAIRS 1 13 I f FLORIDA T FLORIDA T FLORIDA T FLARIDA 1 I I I f I I I r==5j: I I I I BOOK SALES I a2 _�2 az ___ az ___ 1 i- FLORIDA 1 FLORIDA FLORIDA-� FLORIDA-d ' L====J I f j84 1 L2-----142-----4;L------42 ---- 107 101 I JANITOR WORK TABLE 96 L X 3611 W 84 84 84 84"�f I / / I ----- r- rr- --- , --LGENERAL NOTES YA FICTION I - -rA ON I YA FlCnT I � I I I I I I I I L6______J66_J66___�8---- I_J o ------ I I MICROFICHE R 1 r-------� _ ADULT ADULT ADULT ADULT-� r-- 1 r I r----- l l I I READER Iqg I I 84" BIOGRAPHY gq• BIOGRAPHY gq BIOGRAPHY gq• WESTERN I I I I I I I 1 11 FAX 1 I I L_____JP CI______I______I_____-� I I _ ___-- I I I COPIERI I III MACHINE 11 Is I I I 1 MAGAZINES i MAGAZINES f MAGAZINES f MAGAZINES I I I r2„ --------T------T- - L_J L — — — J L—J 11 1 1 III Q I 1. GENERAL — �I �84_� NEWSPAPERS�q_NEWSPAPERS184" NEWSPAPERS184• NEWSPAPERS , , I 142" 142" 142" 1 L______J Lf=_=___JJ L=====_ J , ° IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR Acr I I I S21i ---- -----------------J I ,--® COMPLETE AND FUNCTIONAL EQUIPMENT INSTALLATION. OWNER FURNISHED IIiiii EQUIPMENT SHALL BE VERIFIED PRIOR TO ROUGH -IN TO DETERMINE ALL I -J 112 1R01 I L- i i I 102 REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO SIZES, CLEARANCES, I I 1 pq COMPANION TOILET BLOCKING, METAL BACK-UP, ELECTRICAL, MECHANICAL, PLUMBING, Im ❑ ADULT READING I I L---------------------� WOMEN I I SUPPORT, ETC. THE GENERAL CONTRACTOR SHALL ASSURE THAT ALL I I I I I I NECESSARY REQUIREMENTS HAVE BEEN INCLUDED IN A TIMELY MANNER J T114 EENS I-- -- SO AS NOT TO DELAY THE WORK AND TO PROVIDEFOR COMPLETE / r I I I I EQUIPMENT INSTALLATIONS. / f r r----IT,\ �\/y I-----I 2. OWNER FURNISHED ITEMS ----------4--�---Z-z�--- ---------- ----------------------------------------------------- COORDINATE ALL EQUIPMENT INSTALLATION WITH THE OWNER. TAKE CARE�,U Z 1 L__J L__J 1 �-+r ��L TO PREVENT ANY DAMAGE TO OWNER FURNISHED EQUIPMENT. I I 1 I 2 I e� I j 3. SCHEDULE - Q I i __ COORDINATE EQUIPMENT DELIVERIES AND INSTALLATION WITH THE � U Q I 1 J I I I ------ i I I I CONSTRUCTION SCHEDULE. 103 MEN I I 4. THE FURNITURE & EQUIPMENT SHOWN ARE TO NOT BE IN THE a2"� 1 ESE PLANS ARE Q I I I Y I PAPERBACKS I PAPERBACKS I PAPERBACKS I �2" I i I 'PAPERBACKSI. L4------L------L4-----�4------J I PAPERBACKS PAPERBACKS I PAPERBACKS 1 PAPERBACKS 84_' I x I I aW 120 DIRECTOR'S OFFICE L N I i __ __ ___ __ __ __ _ ---- r YA FICTION T YA FICTION T YA FICTION T YA FlCTI I a I L4_- �84_' - - J_4_' J ---- ---- ---- I I n N I 66" 66" 66" 66" i42 ------- ' a j ii I i 115 5 I I n / I STUDY 1 1 rr I / �, T� Ih II L-=JO ---,/ J 4,1 f1 No "--�- 1 - — - — - I =�' --- I - ��I------------ I --�� 6 ,------------------- --�-- -- 41 o I I ------- i84" I rl=-� I I F-�• < < �` I j 121 STORAGE Z I I I I 11 I I i t � CCC I\ Q I � 1 a� , 01l--------------------------------- u a� v c Iv r MYSTERY T MYSTERY T MYSTERY T MYSTERY T MYSTERY T MYSTERY-� I I I I I I I I 1 w I 123 I STAFF TOILET I o I I II r rl»vvlslarT- I � I f I I r 6" HOUSEKEEPING r --- -, PAD I , 1 i I I I � I 118 ' MECHANICAL , 117 ELECTRICAL j I , 38D I I 0 I I I I I ,r---�, II II rr----T, II ,I 125 BOOK RETURN I I ' r------ter--- - I II jI I I 36A I II I - — - — - - — - — - — - — - — - — - — --r------��-----�--— - — - — - — - L______-I L______-J 1 ` I I I I I I I I I 119 CIR./TECH. SERVICES r-------- I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I L______- 122 STORAGE o a I 0 ---------------- 0 I 1 STAFF LOUNGE 1 f I I Fi / � �/ I L ---- J I IL ---- J1 1 - J L------J I 0 CONTRACTORS SCOPE OF WORK (N.I.C.). TH PROVIDED FOR THE CONTRACTOR TO COORDINATE THE INSTALLATION OF LIGHTING, POWER AND DATA WITH THOSE PIECES REQUIRING SUCH EFFORTS. J j j 5. ALL ITEMS ARE OF01 U.N.O. I = O J KEYNOTE LEGEND v I RECESSED ROLLDOWN ELECTRIC PROJECTION SCREEN - CFCI 01 (SEE ELEC. & SPECS) W W O N Z 1 0 — - — - — - — - — - — - — - — - — - — - ------------------------------- O FUTURE BOOK SECURITY SYSTEM 2 BOOK DEPOSITORY UNITS - CFCI (SEE SPECS & DETAILS) I O I j O HORIZONTAL LOUVER BLINDS - CFCI - SEE SPECS Q 5 6'-0" L X 4'-0" H MARKERBOARD - CFCI NOT USED I ) O LOCKABLE DISPLAY CABINET I I 8 FIRE EXTINGUISHER IN CABINET - CFCI FIRE EXTINGUISHER ON BRACKET - CFCI ' 38D mm EQUIPMENT PLAN 0 24' 12' Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ADDENDUM 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. I JR. 0 7760 © 2011 HARVARD JOLLY, INC. AM I - — _ I I I I I I I I 1 1' 1-]—_ I I I_ 1 _- -1 I 1 _ L 1 1 1 ' 1 _. I— l _ I I I U .. 111 "Adb: "'Oplu MN 11 MA lot 113 � 10°- IJ O O 7-T-T-T-� rp, - (n) /F 10' 10' EXP. E117 ELECTRICAL 112 LT READING AL SM u 11111m RI F41 of 1 101 1 101 1 101 O 9 1 0,4B 1_p 0 10 :4) rr' LL J 0 0 0 ,o 1 10' O MEETI G6 M m 0.. .g - m Ew'U6O 0 EXP. oB 1 Al .10 JANI ��= Z: 10'-4 02 COMPANIO TOILET �t KD REFLECTED CEILING LEGEND CEILING SYSTEMS r 2'X2' LAY —IN ACOUSTICAL CEILING ON GRID C° REFER TO A19 DRAWINGS AND SPECIFICATIONS FOR SCHEDULE & TYPES. °J N 2'X4' LAY —IN ACOUSTICAL CEILING ON GRID REFER TO A19 DRAWINGS AND SPECIFICATIONS FOR o_ SCHEDULE & TYPES. Q o co co 5/8" THICK GYPSUM WALLBOARD CEILING ON STEELLL �1 ti;�. , is ::,�...�.:-;.,:-• SUSPENDED TEE GRID WITH EITHER CROSS TEES OR •t•• ,.:k•.•.C'i:1.-•, GALV. STEEL HAT CHANNELS. ...._ m CEMENT PLASTER CEILING/SOFFIT ON GALV. METAL ....................................... LATH ON SUSPENDED SYSTEM. w REFER TO DETAILS/SPECIFICATIONS �/ a GYPSUM WALLBOARD SOFFIT/FASCIA. PROVIDE AT ALL CEILING GRID CHANGES OF DIRECTION AND AS - •.:_ 0 NOTED. REFER TO DETAILS. � PRE FINISHED METAL SOFFIT PANELS ON GALV. MTL FRAMING. ° z_ Y LIGHTING w 0 2'X2' RECESSED FLOURESCENT LUMINAIRE Q - REFER TO ELECTRICAL DRAWINGS. ? Q 2'X4' RECESSED FLOURESCENT LUMINAIRE REFER TO ELECTRICAL DRAWINGS. o qt SURFACE MOUNTED FLOURESCENT LUMINAIRE o REFER TO ELECTRICAL DRAWINGS. 0 SURFACE MOUNTED STRIP FLOURESCENT LUMINAIRE U 0 REFER TO ELECTRICAL DRAWINGS. w RECESSED INCANDESCENT LUMINAIRE chi $ L` REFER TO ELECTRICAL DRAWINGS. p ° a 09 z 1, 111 g RECESSED MOUNTED DOWNLIGHT o REFER TO ELECTRICAL DRAWINGS. SURFACE MOUNTED DOWNLIGHT REFER TO ELECTRICAL DRAWINGS. �_O WALL MOUNTED DOWNLIGHT REFER TO ELECTRICAL DRAWINGS. LIFE SAFETY ILLUMINATED EXIT SIGN ® SINGLE FACE W/ ARROW/S (WHERE INDICATED) REFER TO ELECTRICAL DRAWINGS. ILLUMINATED EXIT SIGN DOUBLE FACE W/ ARROW/S (WHERE INDICATED) REFER TO ELECTRICAL DRAWINGS. O F/A SMOKE DETECTOR REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS ® F/A HEAT DETECTOR REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS F/A HORN REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS F/A HORN WITH STROBE REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS ©� F/A STROBE ' REFER TO ELECTRICAL AND/OR FIRE ALARM DRAWINGS CEILING DEVICES ® DIFFUSER GRILLE REFER TO MECHANICAL DRAWINGS. RETURN AIR GRILLE REFER TO MECHANICAL DRAWINGS. ® EXHAUST GRILLE REFER TO MECHANICAL DRAWINGS. ® CEILING ACCESS PANEL #—# ELEVATION TO BOTTOM OF CEILING A.F.F. Q GENERALNOTES co pum REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2' 4' 12' Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. AW 1 . I 1 I I 1 11 1 1' 1 1 1 1 1_ 11 1 1 1 1-1 111 _11-- _ _- 1 -- - __ I I 1 1 1__ 11 ur. d v 0 a - CD N 117 N ai 41 v 0 0 a- v a- 0 0 D6 DETAIL @ CLERESTORY 1 1/2 = 1 0 pp C6 EAVE DETAIL 1 1/2 = 1'-0" AT RAKE DETAIL 1 1 /2" = 1'-0" rni 1=r'm CONT. PRE -FINISHED METAL CAP FLASHING, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. 2" AIR SPACE, TYP. 1-1/2" RIGID INSULATION, TYP. 12" C.M.U., TYP. MASONRY TIES @ 16" O.C., TYP. RAKE FLASHING, TYP. STANDING SEAM METAL ROOFING, TYP. BEARING PLATE, TYP. CONT. SELF -ADHERING MEMBRANE WATERPROOFING, TYP. 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 4" MIN. POLYISOCYAN U RATE RIGID INSULATION, TYP. 3-1/2" DOVETAIL ROOF DECK, TYP. SEALANT, TYP. "J" CLOSURE, TYP. 18 GA. MIN. SUPPORT PLATE, TYP. CONT. THRU-WALL FLASHING, TYP. STEEL ANGLE - SEE STRUCT. DWGS., TYP. METAL DOWN SPOUT, TYP. CONT. SELF "Z" CLOSURE RIDGE/ HIP ADHERING 3/4" TURN UP HIN SEALANT, TYP. WATERPROOF 18 GA. MIN. POP RIVET AS ALUM. STOREFRONT SYSTEM, MEMBRANE, SUPPORT PLATE REQ'D. TO FLUSH TYP. P. THE LAP OF THE METAL COUNTER FLASHING, RIDGE FLASHING TYP SEALANT AT VERTICAL & 3/4" EXT. GRADE PLYWOOD ZLEG " n UNDER SHEATHING, TYP. CLOSURE, TYP. `\ STANDING SEAM CONT. BASE FLASHING, TYP. ,- �, METAL ROOF PANEL, TYP. 2" FOIL FACED POLYISO- BEARING PLATE, CYANURATE RIGID INSULATION, NP, TYP. 4" MIN. POLYISO- 4" CANT STRIP, TYP. CYANURATE RIGID INSULATION, TYP. 4" MIN. POLYI SOCYAN U RATE �� DOVETAIL ROOF RIGID INSULATION, TYP. DECK, TYP. 6" METAL STUDS, TYP. ROOF TRUSS - SEE STRUCT. 5/8" G.W.B. ON 3-5/8" DWGS, TYP. METAL STUDS, TYP. RIDGE BEAM - 1-1 /2" METAL ROOF DECK - SEE STRUCT. DWGS., TYP. SEE STRUCT. DWGS., TYP. STEEL ANGLE - SEE STRUCT. DWGS., TYP. STEEL JOIST - SEE STRUCT. DWGS, TYP. RIDGE/ HIP DETAIL E5 STEEL BEAM - SEE STRUCT. 1 1/2" = 1'-O" DWGS, TYP. STANDING SEAM METAL ROOF PANEL CONT. SELF - ADHERING MEMBRANE WATERPROOFING, TYP. 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 4" MIN. POLYISOCYAN U RATE RIGID INSULATION, TYP. TfPhrVW06Is] a1XOKI ROOF TRUSS - SEE STRUCT. DWGS, TYP. 5/8" G.W.B. ON 1-5/8" METAL STUDS, TYP. CONC. BEAM - SEE STRUCT. DWGS., TYP. 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 1-1/2" FOIL FACED POLYISO CYANURATE RIGID INSULATION KEY NOTES O4" DIA. ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. OPRECAST CONCRETE SPLASH BLOCK O8" ALUM. QUARTER ROUND GUTTER. B.O.D.: RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. O4" x 12" OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND DOWNSPOUTS. GENERAL NOTES 1. ALL CRICKETS TO BE SLOPED 1/4" PER FOOT. KM NORTH TRH NORi11 ROOF PLAN 1 /8" = 1 '—O" 0 4' 8' 24' N asxG a oo M J LL m cn w I— Lu a O actz CE c� z w Q ~ z cr 0 r; N z. O fl- w LL o z w LLLL �� 0 } Q m J (� Z y �V a a�� J y } V 2 IN Z No Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. -�!UA JR. 7760 © 2011 HARVARD JOLLY, INC. A9,1 C6 EAVE DETAIL 1 1/2" = 1 '-0" 0 0 Of N rn a a� a� v J U t i t a� N I 0 0 0 0 N a a� v c v GUTTER GUTTER STRAP FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER "Z" RETAINER STRIP "Z" RETAINER STRIP SET IN SEALANT, TYP. CLIP AND FASTENERS BEARING PLATE 2-1/2" METAL STUDS, TYP. CONT. SELF ADHERING MEM- BRANE WATER- PROOFING, TYP. CONT. METAL FLASHING W/ FLAT SEAMS 10' O.C. TYP. 18'-0" _ T.O. MASO_NRY 14'-8" _ _ B.O. SCUPPER 14'-0" _ _ JOIST BEARING SCUPPER DETAIL i°►6 1 1/21p STANDING SEAM METAL ROOF PANEL CONT. SELF - ADHERING MEMBRANE WATERPROOFING, TYP. 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 4" MIN. POLYISOCYANURATE RIGID INSULATION, TYP. DOVETAIL ROOF DECK ROOF TRUSS - SEE STRUCT. DWGS, TYP. 5/8" G.W.B., TYP. STEEL BEAM - SEE STRUCT. DWGS., TYP. 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 1-1 /2" FOIL FACED POLYISO CYANURATE RIGID INSULATION 3-5/8" METAL STUDS, TYP. 6" METAL STUDS, TYP. ALUMINUM STOREFRONT SYSTEM, TYP. CONT. PRE — FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU—WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. CONT. DAMP PROOFING, TYP. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYP. 1-1/2" RIGID INSULATION, TYP. 4" DIA. DOWN SPOUT, TYP. ^5 CORNICE DETAIL 1 1/2" = 1'-O" *18'-0" _ _ f_0 .. MA_SONRY 15'-0" B.O. SCUPPER 14'-0" _ _ _ JOIST BEARING 1 1/ 3/ 3 1/2" CONT. PRE - FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYF UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP.* NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP.* CONT. DAMP PROOFING, TYP. 18'-0" _ _ T.O. MASONR' UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODIFIED BITUMINOUS B.U.R. 15'-5 12"' ON 4" MIN. RIGID INSULATION ON B.O. SCUPPEf METAL DECK, TYP. 8" C.M.U., TYP. 2" RIGID INSULATION, TYP. *JOIST c BEA12" RIN CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE CONT. PRE — FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU—WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYP. 1-1 /2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. C3 SCUPPER DETAIL 1 1/2" = 1'—O" jk 18'-0" T.O. MASONR 15'-4" B.O. SCUPPEI 14'-8" JOIST BEARIN CONT. PRE — FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU—WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYP. 1-1 /2" RIGID INSULATION, TYP. 4" DIA. DOWN SPOUT, TYP. CONT. DAMP PROOFING, TYP. CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE CONT. PRE — FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU—WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE LEADER HEAD MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYP. 1-1 /2" RIGID INSULATION, TYP. 4" DIA. DOWN SPOUT, TYP. CONT. DAMP PROOFING, TYP. 18'-0" T.O. MASONRY 1/ 3/ -0- 15'791. 12" _ B.O. SCUPPER 14'-9 12"-.0-_ JOIST BEARING cl OVERFLOW SCUPPER DETAIL 1 1/2pf = 1 0 . -018'-0" _ -T.O. MASONRY 15'78" B.O. SCUPPER -4014'-8" _ _ -JOIST BEARING 1/ 3/ N CL O r Ch M LL c� m W E- W 0_ Z 4 Y W_ F- Q J Z Q CONT. PRE — FINISHED METAL COPING, TYP. BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK ROWLOCK COURSE, TYP. NORMAN SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. THRU—WALL FLASHING, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE OVERFLOW SCUPPER MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP, 8" C.M.U., TYP. 1-1 /2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE m J CONT. PRE— Z FINISHED METAL O COPING, TYP. J BACKER ROD AND SEALANT, TYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODULAR SIZED J BRICK ROWLOCK COURSE, TYP. _I LL Z NORMAN SIZED J co BRICK STRETCHER Z COURSE, TYP. O MODULAR SIZED 0 BRICK SET AT A 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. W W O THRU-WALL N Z V UTILITYSHIN SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE OVERFLOW SCUPPER MODIFIED BITUMINOUS B.U.R. ON 4" MIN. RIGID INSULATION ON METAL DECK, TYP. 8" C.M.U., TYP. 1-1 /2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S OPTION: BRICK OPTION: BRICK OPTION: BRICK OPTION: BRICK STRETCHER STRETCHER STRETCHER STRETCHER SCORED & SCORED & SCORED & SCORED & POINTED TO GIVE POINTED TO GIVE POINTED TO GIVE POINTED TO GIVE THE APPEARANCE THE APPEARANCE THE APPEARANCE THE APPEARANCE OF A ROWLOCK OF A ROWLOCK OF A ROWLOCK of A ROWLOCK COURSE COURSE COURSE COURSE s 5 OVERFLOW SCUPPER DETAIL 1 1/2" e 3 SCUPPER DETAIL 1 1/2" Al OVERFLOW SCUPPER DETAIL 1 1/209— 1 0 Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: AEW Revised: THE BEST OF MY KNOWLEDGE. T PLANS AND SPECI ICATKNJS COMPLY E MINIMUM BUILDING CODES. 0 2011 HARVARD JOLLY, INC. A9,2 KEYNOTES EL. 25'-4" _ T.O. MASONRY 18'-0i T.O. MASONRY 0'-0" FIN. FL. a� 0 a_ 0 N CO v 0 2 a_ c O 0 a� w x w 0 J U 7 IL m L CL L N N I 0 0 0 EL. 25'-4" _ _ T.O.MASONRY 18'-0' ___ T.O. MASONRY 0'-0„ FIN. FL. 101 4 6��W 2 ■���■���■�,LI. ���,I,I. ���i ■I,I, ��■�■lo moor ■NIIIIIIIIIII El -111 MILE 5) (3 5 4 5 4 3 ZEPHYRHILL S PUBLIC• LIBRARY 5) (3 OMETER CAN & DISCONNECT OWALL HYDRANT — SEE PLUMBING DRAWINGS OCONDUCTOR HEAD & 4" DIA. ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. O4" x 12" OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND DOWNSPOUTS. 5O 1 /2" BRICK EXPANSION JOINT n NORTH ELEVATION 1 0 2' 4' 12' GENERALNOTES EAST ELEVATION 1. SEE SHEET A20.1 FOR BRICK AND STONE TYPES. rn 00 CV to J c� XXX m w w a .-I .......... 0 Q z U) Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY Wn THE MINIMUM BUILDING CODES. i a� 0 c a� 1 /4" = 1'-0" 0 2' 4' 12' © 2011 HARVARD JOLLY, INC. 1 1 1 1 1 ! 11 11 1 KEY NOTES EL. 25'-4 T.O. MASONRY T.O. MASONRY 0'-0" FIN. FL. DO 2 SOUTH ELEVATION 1 /4" = 1'—O" 0 2' 4' 12' OMETER CAN & DISCONNECT OWALL HYDRANT — SEE PLUMBING DRAWINGS OCONDUCTOR HEAD & 4" DIA. ROUND ALUMINUM DOWN SPOUT. B.O.D.: RUTLAND GUTTER SUPPLY. KYNAR FINISH. COLOR: MEDIUM BRONZE. O4" x 12" OVERFLOW SCUPPER. COLOR TO MATCH GUTTER AND DOWNSPOUTS. O5 1 /2" BRICK EXPANSION JOINT GENERAL NOTES 0 M .......... In W H W d ........... O Q Z 1. SEE SHEET A20.1 FOR BRICK AND STONE TYPES. I I a: 5 2 5 a: (a V CO) J _ �— O T.O. MASONR Y J L J F— L Z ZEPHYMILL SCO PUBLIC- LIBRARY J z =O C� 18_-0_ v +; T.O. MASONRY 0 a W W p 5pr NzM w r�c� TV Iu 8I w L 0 a� x w 41 O Q 41 U U t In L v J U 7 d L i L a� N I 0 0 0 N 0 0 c 2 0'-0„ FIN. FL. INIM WEST ELEVATION 1/4" = 1'-0" 0 24' 12' Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY W(TH THE MINIMUM BUILDING CODES. 0 © 2011 HARVARD JOLLY, INC.I A10,2 I —L_ _ I 5'-4" _ _ T.O. MASONRY 3'-4" T.O. MASONRY EL. 21'-0" T.O. STEEL ROM 0" IiVT.O. MASONRY 15'-4" T.O. STEEL BEAD. 4'-8"____—IS *�16T BEARING Ahl YJOIST BEARING Q'—Q" FIN FL. 1 Q 3 BUILDING SECTION 1/4" = 1'-0" 0 2' 4' 12' J cp � N c) J m uj Ir w (■■T� w ~ O z z_ Y w z H Q 0 �t r N O r O O cb C', q n z O U 00 N O cD E 4 Om,I, a0O O O m ^ L N 0 �Noo o w U a��Mcorn 2)OD � aM OrZ co �N0 0 "aN=O O 0 L- LL 0 N to > � O >n r i o« cz T a) O = (� ca ca a ro s=a EU 3 ��� M< w LL LL � 0 D- C) I— Q >11111111 Q m J V Z � 0 M U �p O � � �LL J J co � J CL N Z c� Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: AADDENDUM 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. 9FJR. 7760 © 2011 HARVARD JOLLY, INC. A103 � I III I I 1 -- - I ' 1 IL 1 _l_rI.t_ ' 1 ' 1 - - -- - - I - --- - - - a� 0 0 cV 41 N v 0 0 a U) z 0 U LI V) cD z 0 J_ m d' O Q N N t r- 3 'All 1.2 T.O. MASONRY 1 1 1 I I I I I �15'-4 _ _ _ _ _ _ _ _ T.O MASONRY OPENING 1 I I I I I 1 1 FIRE ALAfk � PULL STATb 1 1 I I FIN. FL. 1 1 1 I � -------' 25'-4" _ _ _ _ T.O.MASONRY 15' —4' _ _ _ _ _ _ _ T.0 MASONRY OPENING 0'-0" FIN FL. 1 A11.5 — — — — — — — — — — — — — — — — — — — — I 1 I I I I 1 I I I I 1 1 I I 1 1 I I 1 BUILDING SECTION 1 /4" = 1 '—O" 0 2' 4' 12' ■,rsrs��rsrsi�r�r�rsr�tsrsr�rsr�s�r�nr•rs rM r T r r r r. r r r- r r A fr r.. r r r r r r r -r r r r - r r r r � r r s s sr�rsr� r i i t rs��r r�rs sr���r��� stae�rsrsrs srs srs s s s s armors srs �r�r�r����s��rsrarsr�r�r�r�rsr��ars��rsrsr� s�srsrs s r rs sr rsrsrsrsrsrsr r r srs s sr�rars s s s srar� � �r r��sr� s s s sr r i r r�r�rsr� sr r r r r � r r r '` r �t� sr� s s s s s sr r rs s s s s s s r r s s s s s ors r r s r r s s s s r srs srs s s s» srs s s s�srs s s s■ _ ■ II1111 I111 pAmlhllllml III IIIIIIIII IIIIIIr�1111111111111111111 ■11111111111111111�� 111111111111111111 ■ 11111111111111111111111111111111111111111111111111111� �11111111111111111111111111111111111111�''II1111111111111111111111111111111111'��1111111111111111111111111111111111111: ■ 1 UFO IF i■� =T— Imll SAM'IL��T��v�iE ���JI - MEN lem 10111i0� N WFORWI W E7F I WOMAN �I ON ■ ■ ■in III I I 1 1 I 1 --------------------� BUILDING SECTION 1/4" = 1'-0" 0 2' 4' 12' L I rn OR N o a m c� LL 0 1D m Lu w w �■■i� �� can 0 z l'..3.353sai3a LL V Z Y tr LJ J Z Q t; N O r Z O O O Q M GOm� ��rn E U O N L O Q 4r �Imr', cO O �Nuj o�d Imo( o U O o) O t9 to 0,OD CJ O Z m 7 N LL LL O c\IO to > O •- O (0 O co 0 O O Q (co to = Y cYi— �a EU (p CZ L }. ca < LL LL � O D_ cD I— Q 3 3 w C) a o� m J �V a a:)� co) co) i o �'� Zj �U W W N o Z Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. JR. 60 © 2011 HARVARD JOLLY, INC. AlOm4 CONT. PREFINISHED METAL CONT. PREFINISHED METAL CONT. PREFINISHED METAL CAP FLASHING, TYP. CAP FLASHING, TYP. CAP FLASHING, TYP. ,_ » ` _ _ _ _ _ _ _ _ 1 g —p T.O. MASONRY �.:= ,_ » T.O. MASONRY : T.O. MASONRY* 00 2" AIR SPACE, TYP. MODIFIED BITUMINOUS B.U.R. ON MODIFIED BITUMINOUS B.U.R. ON MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANURATE RIGID 4" MIN. PO LYISOCYAN U RATE RIGID 4" MIN. PO LYI SOCYANU RATE RIGID INSULATION ON METAL DECK, TYP. INSULATION ON METAL DECK, TYP. INSULATION ON METAL DECK, TYP. 00 00 2" AIR SPACE, TYP. _ _ _ _ _—.—.—.— _ 14'-8" T.O. CONC. TIE BEAM N 14, °. T.O. CONC. TIE BEAM* e T.O. CONC. TIE BEAM* CONC. TIE BEAM — SEE CONC. TIE BEAM — SEE = CONC. TIE BEAM — SEE e STRUCT. DWGS., TYP. =e STRUCT. DWGS., TYP. ' :e STRUCT. DWGS., TYP. NORMAN BRICK HEADER COURSE, TYP. NORMAN BRICK HEADER COURSE, TYP. a. <. MASONRY TIES AT 16" O.C. MIN., TYP. o _I I CONT. DAMP PROOFING, TYP. 2' X 2' ACOUSTICAL TILE CEILING, TYP. 2' X 2' ACOUSTICAL TILE CEILING, TYP. 2' X 2' ACOUSTICAL TILE 00 CEILING, TYP. MASONRY TIES CAD 16" MASONRY TIES ® 16" O.C. MIN., TYP. O.C. MIN., TYP. �� 5/8 G.W.B.ON 1-1 /2 5/8" G.W.B. ON 1-1 /2" - METAL FURRING STUDS, TYP. METAL FURRING STUDS, TYP. o I = UTILITY SIZED BRICK, TYP. 1-1/2" FOIL FACED POLYISO— 1-1/2" FOIL FACED POLYI SOCYAN U RATE N CYANURATE RIGID INSULATION, TYP. RIGID INSULATION, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. UTILITY SIZED BRICK, TYP. UTILITY SIZED BRICK, TYP. 1-1/2" FOIL FACED POLYISOCYAN U RATE RIGID INSULATION, TYP. NORMAN SIZED BRICK SOLDIER 2" AIR SPACE, TYP. 1" AIR SPACE, TYP. COURSE, TYP. 00 CONT. DAMP PROOFING, TYP. ALUM. STOREFRONT SYSTEM, TYP. CONT. DAMP PROOFING, TYP. a0 CAST STONE WATER TABLE, TYP. CAST STONE WATER TABLE, TYP. - CAST STONE SILL, TYP. 0 I io 1 " AIR SPACE, TYP. 4" CHISLED FACE CAST STONE 8" SMOOTH FACE CAST STONE 8" SMOOTH FACE CAST STONE MASONRY, TYP. MASONRY, TYP. MASONRY, TYP. 4" CHISELED FACE CAST STONE 4" CHISELED FACE CAST STONE MASONRY, TYP. MASONRY, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. WEEP HOLES 24" O.C., TYP. CONT. THRU—WALL WEEP HOLES 0 z-= FLASHING, TYP. t`= 24 O.C., TYP. WEEP HOLES 24 O.C., TYP. -Jr CONT. THRU—WALL �I CONT. THRU—WALL I FLASHING, TYP. FLASHING, TYP. 1:- 4" C.M.U., TYP. r.S 4" C.M.U., TYP. �` - 4" C.M.U., TYP. �t 8" C.M.U., TYP. 8" C.M.U., TYP. 8" C.M.U., TYP. CONC. FOOTING — CONC. FOOTING — CONC. FOOTING — • SEE STRUCT. DWGS., TYP. o SEE STRUCT. DWGS., TYP. - '� SEE STRUCT. DWGS., TYP. 0I CONT. VAPOR BARRIER — OVERLAP 1 N �'sCONT. CONT. VAPOR BARRIER — OVERLAP VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER 2'— 0 AT PERIMETER `� ``s 2'-0" AT PERIMETER t, 0'-0 — — — — — — — FIN. FLOOR or — — — — — ' — ' —FIN. a FIN. FLOOR d e • • a a v FLOOR _ _ —_ ==I =1 �- ! I I —III III =III=III=I I I=III— I 1=1 11=1 11=1 I I, I 1— COMPACTED FILL ; _ _ —III— I-i I 11=1 11=111: _ __ _ _ ___ II —III= II1=1II—III—III—III—II1= III = I I 1=1 11=1 11=1 I I I II, ; I I- I '- COMPACTED FILL — =-I ' I ! I I —III i I=I —III I I � I � I � —� I I I � I I I E I I III 11=1 11=1 11=1 =1 I'- COMPACTED FILL 1=1 I 1=1 I I I— 11=1 I I-1 1=1 11=1 III-1 I I=1 =1 11=1 I I 1=1 11=1 — ; . I I I I-1 11= =1 I I=1 I I=1 I I-1 i— —I I I I— =1 11=1 11=1 11- I I_I I I —III- =1 I I=1 I . I I —I I I —I 11=1 I F]d I I—, I I I=1 11= III=1 11=1 11=1 11=1 11- I I —I 11=1 —I 11=III I E 1 .1 I I =—I I I —I I I —I I_I=1 11=1 I III 11=1 11= I I 1=1 11- I, , I i I— ', _ 11=1 _I —III -III—I 11=1 I I _ I I-111-1 I I —III; I e III —III —III— �—I 11 -III=I I I_ 111 d 1=11I=1 11=11I;=I e ; . < - _ _ e e I I I —I I I —I I I 1-1 11—I 11— 1 I __ -III—I I I-111 a e e =1 d 11=1 11=I 1 I=1 11; o III —III —III 11-1 11-111— I i I=I I a e III —III i ° e 1 I-1 I I-111— 1=11 _" d 111=1 11 —1 I 1 a' a' 1—III—_ i I 1—I 1 —11 I �Q ' I I 1-111 I I-1 11— I;III--=--III—I�� I;11 • <' 1—I --111—_I�� I MI 11—III—I I—III-11 I —I 11 I —I 1 �, � 1 I I 1=1 I I=1 11 � 1 i-1 I I III—III—III—III-1 I I —II- 1,; I I 1=111=11i 1 1 I _III—� � �— I-111—IIla -- 11=1 I —I I E—I I I-1 111-1 --— I I —I 11 d I M I I- I I-1 11—I I I 1 I I— . WALL SECTION WALL SECTION WALL SECTION 3/4" = 1'-009 3/411= 1'-090 3/410 N t` O co J LL c.� m ........._ V7 W F— W U) (n Z H U) C.� _Z Of W_ J Z F Ix r N �8 z Q 1 too. U Wl T A O W W ®� N U �$ o S o Z LLJ Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. A11.1 If-Ij- I q 11 ' 11, 1 5 M 41 041 CL 41 0 IL to z 0 F- C) LLJ to _j to 41 V) 0 EL -D !E (D 0 0 0 0 N ai 0 C Q) CONT. PREFINISHED METAL CAP FLASHING, TYP. CAST STONE SIGN, TYP. .......................... ------- ... 25'-4" @ PEAK A. T.O. MASONRY* 4: STANDING SEAM METAL ROOF ON 4" MIN. POLYISOCYAN U RATE RIGID CONT. PREFINISHED METAL A INSULATION ON METAL DECK, TYP. CAP FLASHING, TYP. 0 5/8- G.W.B. ON 1-1/2- ' I 04 METAL FURRING STUDS ON .................................. 8" C.M.U.' TYP. ORY 23'-8" @ PEAK T.O. METAL DECK* CONIC. TIE BEAM — SEE SRUCT. DWGS., TYP. CONT. DAMP PROOFING, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. MASONRY TIES 0 16" O.C. MIN., TYP. STANDING SEAM METAL ROOF ON 4" MIN. POLYISOCYAN U RATE RIGID CAST STONE TRIM, TYP. ......... INSULATION ON METAL DECK, TYP. 1-1/2" AIR SPACE, TYP. 00 1 . . . . . . VARIES UTILITY SIZED BRICK, TYP. 1-1/2" FOIL FACED POLYISOCYANU RATE RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP. co CAST STONE KEYSTONE AST STONE TRIM, TYP. C % 5/8" G.W.B. ON 1-1/2" CONT. THRU—WALL METAL FURRING STUDS ON METAL, FLASHING, TYP. 12 C.M.U., TYP. CAPCONT. FLASHINGPREFINISHED TYP. CONIC. ARCH — SEE STRUCT. DWGS., TYP. % 1/2" . . . . . . . . . . . . T.O. MA�;_ON�_RY_'�F_ Go ALUM. CURTAINWALL SYSTEM, TYP. 00 0 A 4.' C14 MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANU RATE RIGID Iiiiiiiiiiii INSULATION ON METAL DECK, TYP. ............... -A, CONC. ARCH SEE STRUCT. DWGS., TYP. 1151 1 A I F A — - — - — - _C —C'. CONC. BEAM jgk 00 A CONC. TIE BEAM SEE A STRUCT. DWGS., TYP. d 2' X 2' ACOUSTICAL TILE CEILING, TYP. MASONRY TIES @ 16" O.C. MIN., TYP. 4 r. . . MASONRY TIES @ 16" O.C. MIN., TYP. d 5/8" G.W.B. ON 1-1/2" 00 METAL FURRING STUDS, TYP. —1-1/2" FOIL FACED POLYISOCYANU RATE 1-1/2- FOIL FACED POLYISO— RIGID INSULATION, TYP. CYANURATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. UTILITY SIZED BRICK, TYP. CAST STONE WATER TABLE, TYP. 2" AIR SPACE, TYP. n CAST STONE WATER TABLE, TYP. ........ . .. 1 " AIR SPACE, TYP. . .. ... .... . . . ... CONT. DAMP PROOFING, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. OD .. ... ...... CONT. THRU—WALL FLASHING, TYP. CAST STONE BASE, TYP. 8" CHISELED FACE CAST STONE MASONRY, TYP. CAST STONE BASE, TYP. J, WEEP HOLES @ 24" O.C., TYP. 0 CONT. THRU—WALL 0 04 FLASHING, TYP. 8" C.M.U., TYP. 8" C.M.U.' Typ. 4 C. M. U., TYP. 12 C.M.U., TYP. 12- C.M.U., TYP. 8" C.M.U.' TYP. % CONIC. FOOTING CONIC. FOOTING CONC. FOOTING SEE STRUCT. DWGS., TYP. SEE STRUCT. DWGS., TYP. SEE STRUCT. DWGS., TYP. 0 CONT. VAPOR BARRIER OVERLAP CONT. VAPOR BARRIER OVERLAP CONT. VAPOR BARRIER OVERLAP V. 2'-0" AT PERIMETER 04 2'-0" AT PERIMETER C-4 2'-0" AT PERIMETER COMPACTED FILL COMPACTED FILL 0. —001 0 FIN. FLOOR* _21 A�, . . . . . . . . . . . . FIN. FLOOR v FIN.Ff �F=_i 4 d. 11 I —A 11-71 I I I 1=1 I I 1=1 I 1=1 I 1=1 I I IHE�11 1LOOR I 11--ill =7-=-1TE1 =1 I E 1=1 I 1=1 I FE fill E111=11'' 7 M77 COMPACTED FILL F� =i I EEI I I I F1 I Ill= I I FEI I FEI I FEI I FEI I I FEI I 1= I FE1 I I I I E111EME =11' El I FE1 I i=I I I A I 1EE1 I 1EE 1E1 I 1EE I 1=1 I I Fi I 1=1 I 1=1 I F�J I I MI 1EE1 I 1=1 F-, -11 1j I I [-J I F�i I 1= A . A I I Ed I MI I�F' 1 Ed I V JEJ I JEE 4 A El I M I 1=1 I 1= 1 1=1 I M I I I IIE� I M I -4 I 1=1 I 1=1 :110 1 III iEd I I __T _r__ 1 11 I_ �T .. T1 I- 1=_1 I 1Ej I I 1E1 I F, a• I:E1 I A Ed I V1 I 1�d I IE�d I I M I M I M I 1�d I IEEI I 1E1 I I�Ei I 1E1 I I—, I E�J I 1�—i I 1E:I I _A El I El I EE1 I I F WALL SECTION WALL SECTION WALL SECTION 1-0" 3/49' = 1 3/4" = 1 0-0" 3/4" = 1 0-0*l O V: (0 0) .... 00 .......... x c) c) U- '-iiiii (D X M X. 'Ln Lu z lid< U) Lu z Comm. No: 12010.00 Date: 01/16/14_ Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. @ 2011 HARVARD JOLLY, INC. A1t2 ill CONT. PREFINISHED METAL CAP FLASHING, TYP. PREFABRICATED METAL CANOPY B.O.D.: MAPES CANOPIES LUMISHADE. SEE STRUCT. DWGS. FOR ATTACHMENT 18'—O"AfN T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. _ _ _ _ _ _ _ _ 14'70" T.O. CONC. TIE BEAM 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. 2' X 2' ACOUSTICAL TILE CEILING, TYP. 2" AIR SPACE, TYP. 1-1/2" FOIL FACED POLYISOCYANU RATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. MASONRY TIES ® 16" O.C. MIN., TYP. CONT. DAMP PROOFING, TYP. BOOK RETURN SLOT G 8" SMOOTH FACE CAST STONE MASONRY, TYP. 4" CHISELED FACE CAST STONE MASONRY, TYP. WEEP HOLES 24" O.C., TYP. CONT. THRU—WALL FLASHING, TYP. 8" C.M.U., TYP. 4" C.M.U., TYP. CONC. FOOTING — SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER COMPACTED FILL r -g,7-g"* FIN. FLOOR WALL SECTION3/4-99 2 CONT. PREFINISHED METAL CAP FLASHING, TYP. 23' —_4" T.O. MASONRY CONC. TIE BEAM — SEE STRUCT. DWGS., TYP. MASONRY TIES 0 16" O.C. MIN., TYP. CONT. DAMP PROOFING, TYP. CAST STONE TRIM, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. CAST STONE WATER TABLE, TYP. 1-1/2" FOIL FACED POLYISOCYAN U RATE RIGID INSULATION, TYP. 1-1/2- AIR SPACE, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. 8" CHISELED FACE CAST STONE MASONRY, TYP. :ONT. THRU—WALL -LASHING, TYP. CAST STONE BASE, TYP. 8" C.M.U., TYP. 12" C.M.U., TYP. CONC. FOOTING — SEE STRUCT. DWGS., TYP. COMPACTED FILL _ 0'-0" FIN. FLOOR WALL SECTIONCD (D m LU W H W a. } DC Q m J (� Z CPO) �O� a�� J � J CO) C6 �V a3 N Z Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WfiH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC.I A113 2 E M 41 241 - CL 0 C*4 (6 41 041 a_ 0- LIJ V) _j _j CONT. PREFINISHED METAL CONT. PREFINISHED METAL CONT. PREFINISHED METAL CAP FLASHING, TYP. CAP FLASHING, TYP. CAP FLASHING, TYP. 189-01p ........................... Y% ............ ------------ ------ - ----- 18'-0" T.O. MA§0_K_RY* T.O. MASOiiR . . . . . . . . . . . . T.O. MASONRY* 00 00 00 MODIFIED BITUMINOUS B.U.R. ON MODIFIED BITUMINOUS B.U.R. ON MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYAN U RATE RIGID 4" MIN. POLYI SOCYAN U RATE RIGID 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. INSULATION ON METAL DECK, TYP. INSULATION ON METAL DECK, TYP. 00 CONCRETE TIE BEAM, SEE 00 CONCRETE TIE BEAM, SEE I STRUCT. DWGS., TYP. I STRUCT. DWGS., TYP. ..................... C-4 • 2" AIR SPACE, TYP. N 2" AIR SPACE, TYP. CONCRETE TIE BEAM, SEE NORMAN BRICK HEADER COURSE, TYP. • STRUCT. DWGS., TYP. MASONRY TIES 0 16" O.C. MIN., TYP. NORMAN BRICK HEADER COURSE, TYP. 3'- 0 . . . . . . B.O. CONIC. BEAM* 0 I . . . . . . . . . . . . B.O.B. 0. CONC. EAM 2' X 2' ACOUSTICAL TILE CEILING, TYP. X 2' ACOUSTICAL TILE CEILING, TYP. - 2' X 2' ACOUSTICAL TILE 00 CEILING, TYP. MASONRY TIES @ 16" ---UTILITY SIZED BRICK, TYP. MASONRY TIES @ 16" O.C. MIN., TYP. O.C. MIN., TYP. 5/8" G.W.B. ON 1-1/2" 5/8- G.W.B. ON 1-1/2" 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. METAL FURRING STUDS, TYP. METAL FURRING STUDS, TYP. 1-1/2" FOIL FACED POLYISOCYANU RATE 1-1/2" RIGID FOIL FACED POLYISO— 1-1/2" FOIL FACED POLYISOCYANURATE iv RIGID INSULATION, TYP. CYANURATE RIGID INSULATION, TYP. RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. `—NORMAN SIZED BRICK SOLDIER UTILITY SIZED BRICK, TYP. COURSE, TYP. 2" AIR SPACE, TYP. 1 " AIR SPACE, TYP. ALUM. STOREFRONT SYSTEM, TYP. 00 I CONT. DAMP PROOFING, TYP. ' 00 CONT. DAMP PROOFING, TYP. CAST STONE WATER TABLE, TYP. CAST STONE SILL, TYP. o CAST STONE WATER TABLE, TYP. io 1 " AIR SPACE, TYP. 4" CHISLED FACE CAST STONE 3 8" SMOOTH FACE CAST STONE 8" SMOOTH FACE CAST STONE MASONRY, TYP. MASONRY, TYP. MASONRY, TYP. 4" CHISELED FACE CAST STONE 4" CHISELED FACE CAST STONE MASONRY, TYP. MASONRY, TYP. CONT. DAMP PROOFING, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. WEEP HOLES @ WEEP HOLES 0 It :a ra 24" O.C,, TYP. 24" O.C., TYP. CONT. THRU—WALL CONT. THRU—WALL CONT. THRU—WALL FLASHING, TYP. FLASHING, TYP. FLASHING, TYP. WEEP HOLES @ 24" O.C., TYP. 11�4" C.M.U., TYP. 1_1�4" C.M.U., TYP. 4" C.M.U., TYP. 23 iN 8" C.M.U., TYP. 8" C.M.U., TYP. 21 _8" C.M.U., TYP. CONC. FOOTING CONIC. FOOTING CONC. FOOTING — SEE STRUCT. DWGS., TYP. SEE STRUCT. DWGS., TYP. SEE STRUCT. DWGS., TYP. 0 0 ' I CONT. VAPOR BARRIER OVERLAP - CONT. VAPOR BARRIER OVERLAP CONT. VAPOR BARRIER OVERLAP N 2'-0" AT PERIMETER 2'-0" AT PERIMETER C-4 2'-0" AT PERIMETER FIN. FLOOR . . . . . . . . . . . .— FIN. FLOOR ° . ° — — — — — — ' —FIN. FLOOR 'd • _X4 • 'd • 777-7 E 1 El I M I M ICI I 1=1 COMPACTED FILL 7 77 11: 1 =11' 1 1 1-1 1 IEI 1 III —1 1 VT COMPACTED FILL 111 I IEI I IHE I I IEl I IEl I IEl I FE1 I I COMPACTED FILL IEEI I IEI I IEEI 1=—=—=—1 El I I I IEl I IEI I I- 1=1 I FEI I I F1 I I I 11 I I FE =1 I F�d I F�d I 1l 11 ]Eil I FEI I FEI I FEI I I 1l I I='. 1 IEl I FE1 I I I 1: III= Ej I F� 11 El I Fil I F�l I 1EI —1 I —III IE9 I F tl I m El I FE1 I 1=1 I F —III —III Eld I IEl I M I IET I I 1El I I" A I IlEd I F�l I I —11 FE1 I ... Ill: I IEEd I lEl I IEEI I 1= Id I Fd I 1=1 I I I I F A 11=111 lEd '—III —1 I E�l I Fl I F�J I I I 1E. E�l I IEEI I FEI I F I I FEI I I= E •A 1—�j I 1�� 'd l III —III —III E " 4,, El I IE'E I L I I lEd I lEl I El I El I Mi I M I IF —11 iEIII—III—III I= 'El I El I 1�—1 I IEEI 1=1 lEl I M I 1� I IEl I 1=1 I F I Mi I I: =1 I IEI I I— FEI I I I IEEI I 1=l I I — . WALL SECTION WALL SECTION WALL SECTION 3/411 3/4" = 1 *—O's 3/410 x 00 r— C14 r- O 0- .4 ce) X. co .... . . LL .1 Lu W UF-�) Comm. No: 12010.00 Date: 01/16/14 Drawn: AEW Revised: To THE BEST or MY KNOWLEDGE. THE PLANS AND SPECIrICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. @ 2011 HARVARD JOLLY, INC. A11.4 I I I I I I II I I 1 I I 1 11 1' If ' I I II I 2_L 1 1.1 11 11 t= 0 0 N ca ui v 0 0 0- z o_ f- U LEI N J _..I Q 9 4.1 N U L in v J U .a 7 11 t L CL N N I O O O 0 N ai v c T LA_ Ll METAL GUTTER, TYP. METAL GUTTER, TYP. STANDING SEAM METAL STANDING SEAM METAL . . ..-.... ROOF SYSTEM ON 3/4" ROOF SYSTEM ON 3/4" EXT. GRADE PLYWOOD EXT. GRADE PLYWOOD SHEATHING ON 4" MIN. SHEATHING ON 4" MIN. POLYISOCYAN U RATE RIGID POLYISOCYANURATE RIGID 01 INSULATION ON 3-1/2" INSULATION ON 3-1/2" LOJ ' DOVETAIL METAL DECK, TYP. DOVETAIL METAL DECK, TYP. _ t STEEL TRUSS — SEE STRUCT. DWGS., TYP. 21'-0" T.O. CONC. TIE BEAM CONC. TIE BEAM — SEE STRUCT. DWGS., TYP. 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 1-1 /2" FOIL FACED POLYISO— CYANURATE RIGID INSULATION, TYP. 8" C.M.U., TYP. NORMAN SIZED BRICK ROWLOCK COURSE, TYP. CONT. DAMP PROOFING, TYP. UTILITY SIZED BRICK, TYP. MASONRY TIES ® 16" O.C. MIN., TYP. WEEP HOLES @ 24" O.C., TYP. CONT. THRU-WALL FLASHING, TYP. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER COMPACTED FILL WALL SECTION 3 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ON 6" METAL STUDS, TYP. 21'-0"* T.O. CONC. TIE BEAM CONC. TIE BEAM - SEE STRUCT. DWGS., TYP. 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 1-1 /2" FOIL FACED POLYISO- CYANURATE RIGID INSULATION, TYP. 8" C.M.U., TYP. NORMAN SIZED BRICK ROWLOCK COURSE, TYP. CONT. DAMP PROOFING, TYP. UTILITY SIZED BRICK, TYP. MASONRY TIES ® 16" O.C. MIN., TYP. STEEL ANGLE - SEE STRUCT. DWGS., TYP. 10'-8".* B.O. CONC. TIE BEAM SEAT WALL - SEE AS4.1 COMPACTED FILL WALL SECTION z 0 I N CAST STONE SIGN, TYP. SMOOTH ASONRY, TYP. .;T STONE NORMAN SIZED B SOLDIER COURSE, CAST STONE KEYSTONE, 0 I in d a .e• d da . CONT. PREFINISHED METAL CAP FLASHING, TYP. STANDING SEAM METAL ROOF ON 4" MIN. POLYISOCYANU RATE RIGID INSULATION ON ACOUSTICAL DOVETAIL METAL DECK, TYP. 25'-4" T.O. MASONRY 3/4" CEMENT PLASTER ON METAL LATH ON 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ON 6" METAL STUDS, TYP. T.O._ M-ETAL_ DECK__ ® PEAK LINEAR SOFFIT VENT, TYP. 1'1/2" FOIL FACED POLYISOCYANU RATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. 1-1 /2" AIR SPACE, TYP. 5/8" G.W.B. ON 1-1 /2" METAL FURRING STUDS, TYP. MASONRY TIES ® 16" O.C. MIN., TYP. CONT. DAMP PROOFING, TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP. CONC. ARCH - SEE STRUCT. DWGS., TYP. _ _ _ _ T.O._ _ 15'-4" gk MASONRY OPENING NORMAN SIZED BRICK SILL, TYP. NORMAN SIZED BRICK HEADER COURSE, TYP. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER ALUM. STOREFRONT SYSTEM, TYP. 8" C.M.U., TYP. CONC. FOOTING - SEE STRUCT. DWGS., TYP. COMPACTED FILL 0'-0" _ .... ...... ........ FIN. FLOOR rn .... 00 N 0 co -1. _ LL m Lu w w a .. o z Q U) c� Z Y _ w 2 ~ Q z Q 0 N Z o Q o w LL o z ` o �Ht o Comm. NO: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECFICATIONS COMPLY WRH THE MINIMUM BUILDING CODES. WALLSECTION © 2011 HARVARD JOLLY, INC. 3/4" = 1'-0" A11,5 __ - \ _ _ _ �,_ _ `r. METAL SUPPORT DETAIL FIVE -SIDED ENCLOSURE II 1 I 111.. FEC/FHC DETAILS 3-5/8" 20 GAUGE GALV. METAL STUDS 16" O.C. MAXIMUM SHEET METAL SCREWS CONT. 20 GAUGE GALV. METAL RUNNER CHANNEL CUT FLANGE METAL SUPPORT FOR WALL MOUNTED EQUIPMENT, I�II�I ► �lll1L ACCESSORY OR CASEWORK U ALTERNATE BAR JOIST FIVE -SIDED ENCLOSURE CONDUIT - SEE ELECTRICAL 3-5/8" 20 GA. RUNNER CHANNEL 5/8" GWB 4" SQUARE JUNCTION BOX 4" SQUARE DEVICE COVER 5/8" GWB 5/8" GWB LAMINATED TO BACKSIDE OF BOARD OPPOSITE SIDE 1-1/2" C.R. CHANNEL SPAN BETWEEN JOISTS SADDLE TIE CHANNEL TO BAR JOIST WITH WIRE - MIN. 3 TURNS HANGER WIRE - MIN. 3 TURNS HANGER WIRE SUPPORT BETWEEN BAR JOISTS BAR JOIST HANGER WIRE — MIN. 3 TURNS HANGER WIRE CONNECTION TO BAR JOIST SCALE: 3"=1'-0" L > E a m a� 0 a 0 N Lq v 0 0 a v 0 0 c 0 U au U) L. O ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE - SEE STRUCT. DWGS. 20 GA GALV. STEEL CHANNEL - FASTEN TO ROOF DECK @ 24" O.C. TIE BEAM - SEE STRUCT. DWGS. 3-5/8" GLASS FIBER SOUND ATTEN. BLANKET 7-5/8" C.M.U. 5/8" X 48" WIDE TYPE X G.W.B. APPLIED VERTICALLY; CENTER JOINTS OVER STUDS, STAGGER 16" O.C. OPP SIDES, ATTACH TO STUDS AND RUNNERS W/ 1" LONG TYPE S SCREWS AT THE JOINTS & RUNNER CHANNELS 1 /2" TO 3/4" FROM EDGES OF G.W.B. IN THE FIELD; COVER JOINTS W/ TAPE AND JOINT COMPOUND PER GA-WP-1204 3-5/8" 25 GA GALV. STEEL STUDS ® 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB @ 24" O.C. FLOOR SLAB CONDUIT - SEE ELECTRICAL 5/8" GWB 4" SQUARE JUNCTION BOX 4" SQUARE DEVICE COVER 5/8" GWB INTUMESCENT MOLDABLE FIRESTOP PUTTY PAD CONFORMING TO UL 263 2-1 /2" GALV. METAL STUDS ® 16" O.C. 3-5/8" GALV. METAL STUDS ® 16" O.C. 5/8" TYPE X GWB TOP, BOTTOM, AND SIDES RECESSED METAL FIRE HOSE CABINET (SEE PLUMBING DRAWINGS) 5/8" TYPE X GWB CONT. RUNNER TRACK CONC. FLOOR SLAB FIRE HOSE CABINET SECTION DETAIL (FIRE EXTINGUISHER CABINET SIMILAR) METAL DECK MINERAL FIBER SAFING ON VOIDS BETWEEN DECK AND RUNNER 5/8" TYPE "X" GYP. WALLBOARD COPED TO FIT DECK COR- RUGATIONS. APPLY FULLY BEDDED IN DRYWALL COMPOUND NON -RATED AND SMOKETIGHT ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE - SEE STRUCT. DWGS. 20 GA GALV. STEEL CHANNEL - FASTEN TO ROOF DECK @ 24" O.C. TIE BEAM - SEE STRUCT. DWGS. LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 3-5/8" GLASS FIBER SOUND ATTEN. BLANK 7-5/8" C.M.U. 5/8" X 48" WIDE TYPE X G.W.B. APPLIED VERTICALLY; CENTER JOINTS OVER STUDS, STAGGER 16" O.C. OPP SIDES, ATTACH TO STUDS AND RUNNERS W/ 1" LONG TYPE S SCREWS AT THE JOINTS & RUNNER CHANNELS 1 /2" TO 3/4" FROM EDGES OF G.W.B. IN THE FIELD; COVER JOINTS W/ TAPE AND JOINT COMPOUND PER GA-WP-1204 3-5/8" 25 GA GALV. STEEL STUDS ® 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. WALL BASE - SEE A19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB 0 24" O.C. FLOOR SLAB 5/8" GWB ON 3-5/8" 25 GA GMS 3-5/8" 20 GA GMS FIRE EXTINGUISHER CABINET 5/8" GWB ON 1-5/8" 20 GA GMS 1-5/8" 20 GA GMS 5/8" GWB ON 3-5/8" GWS FIRE EXTINGUISHER CABINET PLAN DETAIL (FIRE HOSE CABINET SIMILAR) ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE - SEE STRUCT. DWGS. TIE BEAM - SEE STRUCT. DWGS. LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 7-5/8" C.M.U. 5/8" X 48" WIDE TYPE X G.W.B. APPLIED VERTICALLY; CENTER JOINTS OVER STUDS, STAGGER 16" O.C. OPP. SIDES, ATTACH TO STUDS AND RUNNERS W/ 1" LONG TYPE S SCREWS AT THE JOINTS & RUNNER CHANNELS 1 /2" TO 3/4" FROM EDGES OF G.W.B. IN THE FIELD; COVER JOINTS W/ TAPE AND JOINT COMPOUND PER GA-WP-1204 1-5/8" 25 GA GALV. STEEL STUDS ® 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. WALL BASE - SEE A19.1, TYP. FLOOR SLAB ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE - SEE STRUCT. DWGS. TIE BEAM - SEE STRUCT. DWGS. LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 7-5/8" C.M.U. 5/8" X 48" WIDE TYPE X G.W.B. APPLIED VERTICALLY; CENTER JOINTS OVER STUDS, STAGGER 16" O.C. OPP SIDES, ATTACH TO STUDS AND RUNNERS W/ 1 " LONG TYPE S SCREWS AT THE JOINTS & RUNNER CHANNELS 1 /2" TO 3/4" FROM EDGES OF G.W.B. IN THE FIELD; COVER JOINTS W/ TAPE AND JOINT COMPOUND PER GA-WP-1204 1-5/8" 25 GA GALV. STEEL STUDS ® 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. WALL BASE - SEE A19.1, TYP. FLOOR SLAB ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE - SEE STRUCT. DWGS. TIE BEAM - SEE STRUCT. DWGS. 7-5/8" C.M.U. FLOOR SLAB rn cq ot 0 0 m 1 C/) Ir w >v m .._. � Q O z T z m w z a Ir 0 r; N z � O i iV m1+ w LL LL z z cn Z CO) O Z U 3 z Co m. No: 12010.00 Date 01 / 16/ 14 Dr n: AEW Revi ed: ADDENDUM 1 mm/dd/yy -0 THR BEST OF MY KNOWLEDGE, THE 'TANS AND SPECIFICATIONS COMPLY WITH HE NIMUM BUILDING CODES. rlHARJR, VARD JOLLY, INC. INTERIOR MASONRY WALL l M5 3"=1'-0„ 0 INTERIOR MASONRY WALL IVI'fF 3"=1'-0" INTERIOR MASONRY WALL IVIJ 3"=l'-O" - lk A♦, INTERIOR MASONRY WALL Me. 3"=1'-0" INTERIOR MASONRY WALL M1 3"-1'-O" A13,2 �•�-- _ _ _ - -- _ _ � - ' -_-_ - - I _ _ - - _ I _ 1 I I I 1 I 1 L ' ll ' I I' I II ! I � ! _ I I I ' I III _ ! 11 1 � I I IL' � _ _ _ � - I I � I I � � I � _ � _ .__ 5/8" GYPSUM 5/8" G.W.B. DOOR SCHEDULE DOOR SYMBOL EXPLANATION DOOR SCHEDULE LEGEND WALL BOARD DOOR DETAILS snM. FIELD DE INITION SECURE STOPS WITH Room A DOOR DOOR LETTER, REFER TO 1/8" SCALE PLANS. Nt PAN HEAD SCREWS GLAZING Number Room Name Mark Rating Type Mat/Fin Width Frame Jamb Head $III Hware Remarks DOOR NUMBER CORRESPONDS TO ROOM DOOR ON ROOM SIDE - OPENS INTO EXCEPT DOORS OPENING TO THE cq TYPICAL _ v EXTERIOR. cv 100 LOBBY A -- G AL/P 6 -0" K J9/J6 H5 1 r- 0 3-5/8" 20 GA 100 LOBBY B -- AUTO AL/A 6'-0" J J10 I H6 -- -- -- 2C101 ROOM NUMBER OF ROOM WHERE DOOR NUMBER 3 5/8" 20 GA LO METAL STUDS 101 JANITOR A -- A SW/S 3'-0" 2 JL1 JV1 /MDV -- -- -- 01-102 01-101 OCCURS. REFER TO 1 /8" SCALE PLANS. � RUNNER CHANNEL O TURN UP ® STUDS » 102 COMPANION TOILET A -- A SW/S 3'-0" 2 JL1 HV1/MDV ROOM CORR. 3-0 WIDTH WIDTH OF DOOR IN FEET AND INCHES., 1 /2 STD. ANCHORS 1/2"� c� HOLLOW METAL 103 MEN A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- A TYPE FLUSH DOOR. SEALANT FRAME SEALANT 104 WOMEN A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- A`` `� B TYPE FLUSH DOOR WITH 3 X 31 HIGH LIGHT IN - ---- - 105 MEETING ROOM A -- C SW/S 3'-0" 2 JL1 HV1/MDV A B APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE - Z) HOLLOW METAL iv _ _ M. AME Z! 105 MEETING ROOM B -- D SW/S 6'-0" 3 JL2 HV2/MDV FINISH FLOOR. FRAME 105A GALLEY -- A SW/S 3'-0 2 JL1 HV1/MDV -- -- -- A B C TYPE FLUSH DOOR WITH 6 X 31 HIGH LIGHT IN Q I- DOOR FOAMED IN PLACE 105E STORAGE A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE FINISH w GLAZING INSULATION __ __ __ FLOOR. LO ,n 108 SERVICE DESK A -- C SW/S 3'-0" 2 JL1 HV1/MDV `L Icn - 01-103 D TYPE FLUSH DOOR WITH 31 " HIGH LIGHT 6" FROM EACH :: 108 SERVICE DESK B -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- ROOM C SIDE, IN APPROVED METAL FRAME. BOTTOM OF LIGHT b 110 COMPUTERS A -- G AL/P 3'-0" A 1 /J2/J H 1 /H3 -- -- -- 45" ABOVE FINISH FLOOR. Q 1 15/16 1 15/16 1 15/16" 1 15/16" 1 15/16" 1 15/16" __ _ __ __ rx. `n " 115 STUDY A D SW/S 3'-0" 4 JL1/JDV HV1/MD V - E TYPE FLUSH DOOR WITH 44" HIGH LIGHT 6" FROM EACH 2 2 2 116 STUDY A -- D SW/S 3'-0" 4 JL1/JDV HV1/MDV -_ __ __ SIDE, IN APPROVED METAL FRAME. BOTTOM OF LIGHT 5 7/8' 5 7/8 7/8 32" ABOVE FINISH FLOOR. z 117 ELECTRICAL A -- A AL/P 3'-0" A 1 /J2/J H 1 /H3 -- -- -- �r 118 MECHANICAL A -- A HM/P 6 F TYPE FULLY LOUVERED DOOR. C) -0" 1 JMB1 HMB1 -- -- -- G TYPE ALUMINUM STOREFRONT DOOR WITH 1/4" THICK HEAD MULLION JAMB 119 CIR./TECH. SERVICES A -- G AL/P 4'-0" F 2/J3/J H1/H3 -- -- -- TEMPERED GLASS, U.O.N. ~ J HV1SCALE 3"-1'-0" 081HV1 MDV 3"-1'-O" 081MDV JL1 3"=1'-0" 081JL1 119 CIR./TECH. SERVICES B -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- H TYPE ALUMINUM HORIZONTAL SLIDING AUTOMATIC DOOR WITH Z 119 CIR./TECH. SERVICES C -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- BREAKAWAY FEATURE AND 1/4" THICK TEMPERED GLASS, 120 DIRECTOR'S OFFICE A -- C SW/S 3'-0" 5 JL1/JDV HV1/MDV -- -- -- U.O.N. a SECURE STOPS WITH DOOR TYPES J TYPE ALUMINUM HORIZONTAL SLIDING MANUAL DOOR WITH PAN HEAD SCREWS 121 STORAGE A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- BREAKAWAY FEATURE AND 1/4" THICK TEMPERED o ON ROOM SIDE - 122 STORAGE A -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- GLASS, U.O.N. � TYPICAL 123 STAFF TOILET A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- K TYPE ALUMINUM HORIZONTAL SLIDING MANUAL DOOR WITH N GLAZING 5/8" GWB ON 124 STAFF LOUNGE A -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- SEE 6" 6" 6" 1/4" THICK TEMPERED GLASS. 5/8" GYPSUM FURRING CHANNELS 125 BOOK RETURN A C A SW/S 4'-0" 1 JMGG HMGG SCHEDUL L TYPE FLUSH LEAD -LINED DOOR. F= WALL BOARD M TYPE HOLLOW METAL CASED OPENING. a� 20 GA 1-11 I ti w 3-5/8 00,I i d CMU N TYPE FLUSH DUTCH DOOR. ,; J METAL STUDS LO VILL 4 �i i 0 TYPE OVERHEAD DOOR. _47- 77L'i I • T ❑ P TYPE FLUSH BI-FOLD DOOR. �i ILL LL " STD. ANCHORS i ' t✓ 1 /2 iv HOLLOW METAL I v Q TYPE HOLLOW METAL FRAME GLASS DOOR. SEALANT FRAME -GROUTEDBE o R TYPE REVOLVING DARKROOM DOOR WITH BREAKAWAY W SOLID I EGRESS FEATURE. w r HOLLOW METAL00 N T TYPE TEMPERED GLASS DOOR. -------------� FRAME `n ���= = ===- SEALANT U TYPE FLUSH DOOR W/ LOUVER - REFER TO MECHANICAL 7^ DRAWINGS. Li 00 DOOR X TYPE EXISTING HOLLOW METAL FRAME LID 00 GROUTED SOLID A C D G GLAZING � STD. ANCHORS -- LABELNO FIRE RATING REQUIRED. A LABELA LABEL (3 HOUR) RATED ASSEMBLY. 1 15/16" A1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" B LABELB LABEL (1-1/2 HOUR) RATED ASSEMBLY, 450' MAX. 2" 2" 2" TEMP. RISE ON ALL DOORS IN STAIRS AND EXIT 5 7/8 15 7/8 7/8 PASSAGEWAYS. B1 LABELB LABEL (1 HOUR) RATED ASSEMBLY, 450MAX. TEMP. RISE ON ALL DOORS IN STAIRS AND EXIT PASSAGEWAYS. JAMB MULLION JAMB C LABELC LABEL (45 MIN.) RATED ASSEMBLY. JV1 3"=1'-O" 081JV1 JDV 3"=1'-0" 081MDV JMGG 3"=1'-0" 081JMGG D LABELD LABEL (45 MIN.) EXTERIOR EXPOSURE RATED. E LABELE LABEL (20 MIN.) EXTERIOR EXPOSURE RATED. 20 LABEL20 MIN. LABEL RATED ASSEMBLY. 5/8" GYPSUM 5/8" GYPSUM - 5/8" GYPSUM 20C LABEL20 MIN. CERTIFIED FIRE DOOR AND FRAME USED WALL BOARD WALL BOARD WALL BOARD ACROSS CORRIDOR SMOKE DOORS, PATIENT ROOM 4 DOORS AND EMERGENCY RELEASE DOORS. AL MATL ALUMINUM CL MATL CHAIN LINK HM MATL HOLLOW METAL 3 5/8" 20 GA 3-5/8" 20 GA 3-5/8" 20 GA HW MATL HOLLOW CORE WOOD RUNNER CHANNEL METAL STUDS METAL STUDS PW MATL PANEL WOOD DOOR TURN UP ® STUDS 1/2 STD. ANCHORS 1/2•• STD. ANCHORS 1 /2„� •� SW MATL SOLID CORE WOOD SEALANT A FINISH ANODIZED ALUMINUM SEALANT SEALANT C FINISH CLEAR SEALED iv HOLLOW METAL N _ I HOLLOW METAL 0 N 7'- I _� HOLLOW METAL K FINISH SPECIAL COATINGS FRAME -- L--------- --- FRAME L FINISH PLASTIC LAMINATE Li Ell P FINISH PAINT FOAMED IN PLACE GROUT 0 ANCHORS 0 00 INSULATION 00 S FINISH STAINED/SEALED GLAZING X HEAD,EXISTING HEAD, JAMB OR SILL REPAIR OR JAMB JAMB REFINISH AS REQUIRED. 16" / 1 15/16" 1 15 16" 1 15/16" HS1 HEAD,HEAD, JAMB OR SILL DETAIL REFERENCE, JAMB 1 15/16"4 1 15/ 2„ 1 15/16" 2„ 2" JAMB REFER TO DETAILS. 7/8 47/8-4 47/814 X HDWE EXISTING HARDWARE ol 24 HDWE HARDWARE GROUP NUMBER, SEE HARDWARE SCHEDULE. Q HEAD JAMB JAMB 1 REMARKS OPTION BY ARCHITECT HV2SCALE 3"-1'-O" JL2 3"-1'-O" JV2 3"=1'-0" ADO REMARKS AUTOMATIC DOOR OPERATOR DA REMARKS DELAYED ACTION CLOSER CONC. LINTEL BRICK VENEER HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS DE REMARKS DELAYED ACTION EXIT DEVICE TYP. a0 RIGID INSUL- ER REMARKS EMERGENCY RELEASE HARDWARE RIGID 5/8" GWB ON �, INSULATION Ln ATION TYP. SEE 3'-4" „6'-4" „ MH REMARKS MAGNETIC HOLDER 01 SC REMARKS SMOKE CHECK O D .. FURRING CHANNELS :: .a: : ° : SEALANT TYP. SCHEDULE X REMARKS FRAME ANHARDWARE. CONCRETE LINTEL ° BRICK VENEER S EXISTING DOOR, D Q D . a:. a --,. 5/8 GWB ON I.': I HOLLOW META 0 °e ° :I. L FURRING I':• :I FRAME W/TEE HV1 SEE 1,2 FRAME HOLLOW METAL, SEE ELEVATIONS. A ANCHOR AND CHANNELS r A14.1 SCHED. •I-:: ..1:..,• ,B FRAME ALUMINUM, SEE ELEVATIONS. THRU WALL i..':.; i�: 00 FILLED W/ FLASHING 1,. ;I.:., X FRAME EXISTING O e �.- y .. u� GROUT, TYP. SEE - - E :. ° SHELF ANGLE ' :-.;'r:<• N JV1 N JV2 ILW1,W2 FRAME WOOD, SEE ELEVATIONS. Q ° : :':. • I A14.1 00 H.M. I A14.1 H.M. :' ° , t cl N TRANSOM ivF �E T TRANSOMco �,• SCH m v° WEEP HOLES ---- -- �.:....: �.: G - ° a I Z SEALANT :, r = J :._.. _-- ;.• Y :: - FRAME ° ° v :I, 8 CMU r MDV MDV - HOLLOW METAL F I; ".> •' . w O t A14.1 A14.1 GROUTED SOLID SEALANT TYP. ° �• j` r o a Q _ REMARKS GLAZING SCHEDULE HOLLOW �=J p N N O O ' METAL FRAME av o a Q r r 1. PROVIDE PUSH BUTTON DOOR OPERATOR. TYPE DESCRIPTION N00 gli FILLED W/GROUT SEALANT TYP. _ N SEE JL1 SEE 1 1/4- CLEAR TEMPERED FLOAT GLASS N LO I SCHED. A14.1 SCHED. o 2 1/4" GREEN TINTED TEMP. FLOAT GLASS W W " , 1 5/16" C.M.U. 3 N Z U 0 1 15/16 1 15/16 4 ol 2„ „ � 7/8 8 3/4" 3" 5/8" 5/8" GWB ON O SINGLE OR O SINGLE PANEL O DOUBLE PANEL 5 Comm. No: 1 201 0.00 CHANNELS DOUBLE PANEL 6 01 / 16/ 14 w 7 Date: 8 Drawn: AEW HEAD HEAD JAMB Ld HMGG 3"=1'-0" 081 HMGG HMB1 3"=1'-O" 081 HMB1 JMB1 3"=1'-O" 081JMB1 9 Revised: 10 1 �,ADDENDUM 02/05/14 V) U HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS GENERAL NOTES 0 6'-2" 9'-8" 3'-6" 10'-2" 8'-0" 6'-6" ASTRAGAL: PROVIDE ALL WOOD FIRE RATED PAIRS AND DOUBLE EGRESS 0 .02'-10" 3'-4" 3'-2" 3'-2" 3'-4" 3'-5" 3'-4" 3'-5" 4'-0" 4'-0" lo 3'-3" 3'-3" FIRE DOORS SHALL HAVE APPROVED METAL ASTRAGAL. 4 HV1 HARDWARE: PROVIDE LABELED HARDWARE AT LABELED AND CERTIFIED DOORS Q HV1 A14.1 HV1 HV1 HV1 HV1 HEIGHT: ALL DOORS ARE 7'-0" HIGH U.O.N. 11-1 cn A14.1 A14.1 A14.1 A14.1 A14.1 RAIN DRIP: PROVIDE ANODIZED EXTRUDED ALUMINUM RAIN DRIPAT ALL a EXTERIOR DOORS NOT PROTECTED BY CANOPY OR OVERHANGS. o 0 o JV1 o JV1 o JV1 o JV1 � JV1 JV1 SADDLES: PROVIDE 4" WIDE FLUSH NON-COMBUSTIBLE SADDLES AT ALL A141 H M 1 A141TIFIF H M j A14.1 A14.1 A14.1 A14.1 A -LABELED DOORS PER NFPA 80. PROVIDE 4" WIDE NON-COMBUSTIBLE ° N TRANSOM N TRANSOVc, N o N o N o N SADDLES AT ALL LABELED DOORS PER 6A-2. _j I I I I SILENCERS: PROVIDE THREE SILENCERS PER DOOR, TWO PER PAIR OF o 171 MD a MD CO o `O o `O o cD o DOORS. INSTALL AFTER PAINTING OF FRAMES IS COMPLETE. Z I Al 4.' I A14. I I I I GLAZING: UNLESS OTHERWISE NOTED, PROVIDE 1/4" CLEAR TEMPERED o- "� "�FIT I "� "� "� "� GLASS AT ALL NON -FIRE RATED DOORSAND HOLLOW METAL cv o JDV N o JDV " TO THE BEST OF MY KNOWLEDGE, THE OR ALUMINUM FRAMES. PROVIDE 1 /4 CLEAR WIRE GLASS AT PLANS AND SPEGFICATIONS COMPLY WITH I I A14.1 I I A14.1 THE MINIMUM BUILDING CODES. ALL FIRE RATED DOORS AND HOLLOW METALFRAMES. _ o HV1 r o o HV1 o HV1 o HV1 o HV1 PROVIDE "A" LABEL DOORS WHICH SHALL RECEIVE NOMINAL CI I A14.1 JL1 I HV1 JL1 I A14.1 I A14.1 1 A14.1 I A14.1 1/4" POLISHED FIRE RATED CERAMIC GLASS. N � A141 A14.1 A141 4 SIM. 4 SIM. SIM. 4 SIM. I j j SIM. SIM. EZZA, JR. 0 17760 LT Vx ir IL 0 0 6 7 N 4 O O 9 © 2011 HARVARD JOLLY, INC. d a DOOR SCHEDULE & DETAILS A14ml .4311 - 1 -1 L.L =1 ALUMINUM WINDOW ELEVATIONS 2, 6„ 2, 6„ 2, 6„ 2' 6„ ol 2" POLYISOCYANU RATE 1-1/2" POLYISO- CYANURATE REFLECTIVE REFLECTIVE RIGID INSUL. RIGID INSUL. 3 -4 6'-0 3 -4 6 -8 H2 N 0' DAMP PROOFING o " , „ 1- " O A15.1 DAMP PROOFING D a Ln 3 -0" 3 -0 3 -4 3 4 ` cv a BRICK H1 H1 H1 H1 A15.1 (All 5.1 A15.1 A15.1 12 C.M.U. cry M1 M1 M1 D r% c0 15. i0 1111 15 c0 15.1 _ �` 5/8" G.WB. ON 1-5/8" '"' o I I I M2 J4 METAL STUDS LL J1 - - I At5.2 A15.1 BRICK CONT. ALUM. SET IN I A15.1 iv MASTIC, TYP. NLl LE I _ BACKER ROD & C° ♦� v C CO J1 `D J1 `° J1E]IIE 0 �i SEALANT, TYP. w H3 I LITTIE I 11E I ❑ WOOD SHIM, TYP. A. A15.1 d A15.1 A15.1 A15.1 A�51 N BRICK SOLDIER COURS ASPHALTIC SEPARATION,Lu : v�i TYP.• N o o J5 :.. I i� S1 S1 S1 I A15.t WOOD CASING: S.- �z CRAFTS MAN INC.- A15.1 OI A15.1 OI A15.1 A15.1 M 2 3/4' #SSI-233 5/8 G.WB. ON ALUM, CURTAINWALL E m 00 1-1/2" FURRING -I S2 • CHANNELS 4 1/2 SYSTEM �/ sl 7- Y MTL. THRU-WALL w_ O O O O O FLASHING, TYP. JAMB CC STOREFRONT STOREFRONT STOREFRONT STOREFRONT CURTAINWALL SHELF ANGLE, TYP. J4 J Z 5'-0" 5'-0" WEEP TUBES, TYP. 8" CONCRETE LINTEL o ft O n1 CONT. ALUM. SET IN 1-1/2" POLYISO- �h MASTIC, TYP. CYANN 1 1'-0" BACKER ROD & R GIIDU INSUL. REFLECTIVE . • SEALANT, TYP. �` a 3'-4" 3'-4" 4'-4" DAMP PROOFING A U H2 3-4" WOOD SHIM, TYP. 2 3/4 ASPHALTIC SEPARATION, CAST STONE 'b R Al N w H 1 H4 TYP. imp T N co A15.1 A15.1 14'-0" M1 M1 � a .. .- 8" C.M.U. � � � � � O 4 1 /2 ALUM. STOREFRONT METALGSTUD ON 1-5/8" r (0 15.1 S3 clO J7 A15 H6 HEAD SYSTEM cn A15.1 A15.2 _ CONT. ALUM. SET IN . ++ < o H'T 3 -1 -0 ' MASTIC TYP. LL LL I J1 J � J8E N BACKER ROD & SEALANT N A15.1 H3 J2 � � A15.2 WOOD SHIM, TYP. ASPHALTIC SEPARATION, I TYP. � - J10 I A15.1 2 3 ' WOOD CASING: S&S 00 S1 J3 S4 CRAFTS MAN INC.- 0 �❑ A15.1 A15.2 4 1 /2" #SSI-233 4 ALUM. STOREFRONT SYSTEM O O O (D BRICK JAMB STOREFRONT CURTAINWALL STOREFRONT AUTOMATIC SLIDING DOOR J3 3"-1'-0" 2'-0„ H7 2" POLYISOCYANURATE 1-1 /2" POLYISO- A15.2 REFLECTIVE RIGID INSUL.CYANURATE REFLECTIVE RIGID INSUL. 4'-8" 5'-0" DAMP PROOFING 6'-4" DAMP PROOFING 2'-4" 2'-4" 2'-6" 2'-6" J 10 BRICK 14'-0" N At5.2 H 7 .: D 2'-0" 2'-0" 6'-0" 2'-0" 2'-0" C6 C6 S5 A15.2 8" C.M.U. a . As.2 As.2 A9'1 5/8" G.WB. ON 1-5/8" H5 _ BRICK SOLDIER COURSE METAL STUDS, TYP. A15.2 o J11 o J11 J10 CONT. ALUM. SET IN I I N A15.2 MASTIC, TYP. cv A15.2 ED cv A15.2 cv BACKER ROD & J9 / o o At5.2 D6 D6 I BRICK SOLDIER COURSESEALANT N WOOD SHIM, TYP. 1: IET As 1 As 1 ASPHALTIC SEPARATION, 5/8 G.WB. ON TYP. N 00 00 1-1/2" FURRING WOOD CASING: S&S I CHANNELS CRAFTS MAN INC.- o0 5.2 WOOD CASING: S&S 2 3/4" #SSI-233 N \ /IL CRAFTS MAN INC.- ALUM. STOREFRONT #SSI-0431 SYSTEM O O O O O MTL. THRU-WALL 4 1 /2" Q FLASHING, TYP. JAMB � SHELF ANGLE, TYP. AUTOMATIC SWINGING DOOR STOREFRONT STOREFRONT LOUVER LOUVER J2 6" 6" WEEP TUBES, TYP. J ALUM. CURTAINWALL iv 12" CONC. LINTEL, TYP. Z N SYSTEM BACKER ROD & 1-1/2" POLYISO- � WOOD SILL N CYANURATE REFLECTIVE O E T WOODCRAFTTRIM: MAN S&S SEALANT, TYP. a RIGID INSUL. CID Q 1 1 ALUM. CUTAINWALL a DAMP PROOFING Q m #SSI-760 & WOOD SHIM, TYP. 0 #SSI-210 SYSTEM0. N WOOD SILL ALUM. CURTAINWALL BRICK a BACKER ROD & ZF WOOD TRIM: S&S 4" SYSTEM 0 ° J SEALANT N CRAFTS MAN INC. a 8" C.M.U. BRICK SILL #SSI-760 & 5/8" G.WB. ON 1-5/8" LL o #SSI-210 HEAD METAL STUDS Z MTL. THRU-WALL '12 = J N Y=1'-0" MASTIC, SET IN FLASHING, TYP. BACKER ROD & O J 0 1-1/2" POLYISO- SEALANT N BACKER ROD & o CYANURATE REFLECTIVE >_ 0 CAST STONE BASE WOODNSHIM, TYP. 0 RIGID INSUL. DAMP PROOFING ASPHALTIC SEPARATION, MTL. THRU-WALL 1-1/2" POLYISO- � BRICK FLASHING, TYP. CYANURATE REFLECTIVE 2 3 TYP Q *WOOD TRIM IN ROOMS WOOD CASING: S&S W W w p 0 12" C.M.U. RIGID INSUL. 105, 109, 111 CRAFTS MAN INC.- N Z IV V 5/8" G.WB. ON 1 -5/8 DAMP PROOFING DAMP PROOFING 4 1 /2' SSI-233 Z METAL STUDS SYSTEM STOREFRONT Comm. No: 12010.00 12" C.M.U. Date: 01 /1 6/14 5/8" G.WB. ON 1 1 /2' BRICK Drawn: AEW w SILL METAL FURRING JAMB w .' � � - � Revised: a S3 3"=1'-0" CHANNELS J1 3"=1'-0" ADDENDUM 1 4 1 /2, 1 02/05/14 BRICK SOLDIER COURSE z 2 3/4' ALUM. STOREFRONT 1-1 /2" POLYISO- _ SYSTEM Q CYANURATE REFLECTIVE 5/8" G.WB. ON WOOD SILL ACOUSTICAL BATT RIGID INSUL. 1-5/8" METAL STUDS WOOD TRIM: S&S Sri CRAFTS MAN INC. INSULATION, TYP. DAMP PROOFING Q #SSI-760 & D a a CAST STONE 8" C.M.U. MTL. THRU-WALL #SSI-210 41 a 5/8" G.W.B. ON 6" FLASHING, TYP. CONT. ALUM. SET IN c�i1 METAL STUDS • MASTIC, TYP. 12" C.M.U. WOOD CRAFTSCMANGINC&S BACKER SEALANT ROD & D D 5/8„ G.WB. ON 1-5/8" v n METAL STUDS #SSI-0431 CAST STONE SILL CONT. ALUM. SET IN SHELF ANGLE, TYP. MASTIC, TYP. MTL. THRU-WALL ° BACKER ROD & FLASHING, TYP. n SEALANT, TYP. N -- - -- WEEP TUBES, TYP. 1-1 /2" POLYISO- v WOOD SHIM, TYP. WOOD SHIM, TYP. 8" CONCRETE LINTEL CYANURATE REFLECTIVE TO THE BEST E MY KNOWLEDGE. THE RIGID INSUL. PLANS AND SPECIFICATIONS COMPLY WITH 04 CONT. ALUM. SET IN THE MINIMUM BUILDING CODES. ASPHALTIC SEPARATION, DAMP PROOFING � TYP MASTIC, TYP. CIL N WOOD CASING: S&S BACKER ROD & CAST STONE SEALANT, TYP. CRAFTS MAN INC.- *WOOD TRIM IN ROOMS 2 3 4' ASPHALTIC SEPARATION, 7� y� 8' C.M.U. o AUTOMATIC SLIDING 2 3/4 #SSI-233 105, 109, 111 / �P' 17760 o DOOR ALUM. CURTAINWALL WOOD SHIM, TYP. 5/8" G.WB. ON 1 5/8 4 1 /2" SYSTEM 4 1 /2' METAL STUDS, TYP. L :1 E N oN © 2011 HARVARD JOLLY, INC. JAMB JAMB SILL HEAD SILL ALUM. STOREFRONT E SYSTEM A15ol J10 J5 S2 H1 Sl 2 3"=1 '-0" 3"=1 '-0" 3"=1 '-0" 3"=1 '-0" 3"=1 '-0" c' a� Q m v a� 0 0 N Lq N 0 0 0 a. J �n I 0 0 0 0 N a- 0 i.� 5" JAMB J63"=1'-0" ALUM. STOREFRONT SYSTEM ALUM. STOREFRONT SYSTEM THRU WALL FLASHING SHELF ANGLE SEALANT ALUM. LOUVER MULLION HEAD ALUMINUM LOUVER M2 3"=1'-0" H7 3" = 1'-0" MULLION M13"=1'-0" N N HEAD H33"=1'-0" 5" ALUM. STOREFRONT SYSTEM ALUM. STOREFRONT SYSTEM RIGID INSUL. BRICK VENEER 8" CMU W/1 #5 CONT. GROUT CELL SOLID SEALANT NT. .EL ANGLE- -STRUCTURAL ALUM. LOUVER JAMB ALUMINUM LOUVER v IV 3" = 1'-0„ SILL ALUMINUM LOUVER 3" = 1'-0„ \LUM. LOUVER SEALANT STEEL ANGLE -HRU WALL -LASHING 3RICK SILL 3" C.M.U. ill JAMB 3"=1 ' -0" HEAD H63"=1'-0" SILL S43"= V-0" 4" CEMENT PLASTER METAL LATH ON 4" EXT. GRADE YWOOD SHEATHING, NT. SELFADHERING MBRANE WATER- OOFING, TYP. 1 /2" FOIL FACED LYISOCYANURATE RIGID ;ULATION, TYP. 5/8" METAL STUDS, D METAL STUDS, TYP. 8" G.W.B., TYP. JM. STOREFRONT SYSTEM, TYP. ACOUSTICAL BATT INSULATION, TYP. WOOD CASING: S&S CRAFTS MAN INC.— #SSI-0431 5/8" G.WB. ON 6" METAL STUDS WOOD SHIM, TYP. AUTOMATIC SLIDING DOOR ALUM. STOREFRONT SYSTEM CONT. ALUM. SET IN MASTIC, TYP. BACKER ROD & SEALANT CAST STONE SILL MTL. THRU-WALL FLASHING, TYP. 1-1 /2" POLYISO— CYANURATE REFLECTIVE RIGID INSUL. DAMP PROOFING CAST STONE 8" C.M.U. 5/8" G.WB. ON 1-5/8 METAL STUDS, TYP. J9 JAMB 3"=1 '-0" HEAD H5 3"=1'-0" WNIVIL7 3"=1'-0„ aJ/'�IVIU 8" C.M.U. 5/8" G.WB. ON 1-5/8" METAL STUDS, TYP. 1-1 /2" POLYISO— CYANURATE REFLECTIVE RIGID INSUL. DAMP PROOFING BRICK CONT. ALUM. SET IN MASTIC, TYP. BACKER ROD & SEALANT WOOD SHIM, TYP. ASPHALTIC SEPARATION, TYP. ALUMINUM STOREFRONT 1-1 /2" POLYISO— CYANURATE REFLECTIVE RIGID INSULATION, TYP. DAMP PROOFING BRICK 5/8" G.WB. ON 1-1/2" FURRING CHANNELS MTL. THRU—WALL FLASHING, TYP. WOOD CASING: S&S CRAFTS MAN INC.— #SSI-0431 BRICK HEADER COURSE SHELF ANGLE, TYP. WEEP TUBES, TYP. 8" CONCRETE LINTEL CONT. ALUM. SET IN MASTIC, TYP. BACKER ROD & SEALANT, TYP. WOOD SHIM, TYP. ASPHALTIC SEPARATION, TYP. STOREFRONT DOOR 1-1/2" POLYISO— CYANURATE REFLECTIVE RIGID INSUL. DAMP PROOFING BRICK 8" C.M.U. 5/8" G.WB. ON 1-5/8" METAL STUDS, TYP. BACKER ROD & SEALANT CONT. ALUM. SET IN MASTIC, TYP. WOOD SHIM, TYP. 3-5/8" METAL STUDS ALUM. STOREFRONT SYSTEM 1-1 /2" POLYISO— CYANURATE REFLECTIVE RIGID INSUL. DAMP PROOFING BRICK 8" C.M.U. 5/8" G.WB. ON 1-1 /2" FURRING CHANNELS BACKER ROD & SEALANT CONT. ALUM. SET IN MASTIC, TYP. WOOD SHIM, TYP. ASPHALTIC SEPARATION, TYP. ALUM. STOREFRONT SYSTEM Q m J (� Z co m�4c 0 in o CO) core } V NZ �I0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE. THE PLANS AND SPECIFICATIONS COMPLY WI THE MINIMUM BUILDING CODES. ,17760 © 2011 HARVARD JOLLY, INC. A15,2 -- - --- _ -- — - -. I 1 I 1 1 1 1 1 I I'll 11!ILIJ 1full 1 PII II 1 1 1- 1-I I - I II I I--- I 1 I1 * WIDTH SHALL MATCH WIDTH OF COUNTERTOP o e M O W Z V C C �� Lu U� 00 c, c, d b = O a m p 1st N N O e ffl M O W(n N O � 0 ~ 0 O pp I— a Q � cn c O O o ~ r r r r_— 1 FBI 2A SA 7A F9A] 10A 10B 15A 16A 17C 20A 30E 40A SEAT COVER NAPKIN MIRRORS SOAP DISPENSER DISPENSER DISPOSAL TOILET TISSUE DISPENSER GRAB BARS ROBE HOOK S/S SHELF MOP RACKS ELECTRIC HAND DRYERS MULTI PURPOSE UNITS CH 1 LDCARE UNITS 1 I c c 1 C PUBLIC RESTROOMS 1/4"=1'-0" 2 1 /2" 9'-4 1 /2" I I11IN .. 120 kSTAFF TOILET ■tv I I Q STAFF TOILET 123 ,,I I L.J / 1/4"=1'-O„ 261 1 0 a� v L _v c w ACCESSORY MOUNTING HEIGHTS 1 /4"=1 '-0" u 11 —FLUORESCENT LIGHT FIXT RE —PLYWOOD O � I O L,�,__ZFER TO RCP A" METAL v FRAMING, TYP. CEILING GRID METAL EGGCRATE LAY —IN PANEL %" GYP. BD. — PAINTED, TYP. 3%" METAL FRAMING, TYP. LIGHT TROUGH DETAIL KNEE SPACE ACCESSIBLE SINK / LAVATORY 1 /2"=1 '-0" SPACE ACCESSIBLE SINK IN COUNTER 1 /2"=1 '-0" NOTE: MOUNTING HEIGHTS ARE THE SAME FOR FIXTURES AND ACCESSORIES INSTALLED IN REGULAR TOILET STALLS. TOILET FLUSH VALVE CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA, AT A HEIGHT OF NO MORE THAN 44" A.F.F. TOILET ACCESSORIES * ALL PRODUCTS ARE BOBRICK U.N.O. 1 MIRRORS 1A B-290 X 1830 113 CUSTOM 2 SOAP DISPENSERS 2A B-306 — RECESSED 7 SANITARY NAPKIN DISPOSAL 7A B-270 — SURFACE 8 TOILET SEAT COVER DISPENSERS 8A B-301 — RECESSED 9 TOILET TISSUE DISPENSERS 9A B-4288 — SURFACE DOUBLE 10 GRAB BARS 1OA B-6806 X 36 STRAIGHT 36" 10B B-6806 X 42 STRAIGHT 42" 15 ROBE HOOKS 15A B-7671 — SINGLE 16 S/S SHELVES 16A B-287 17 MOP RACKS 17C B-239 20 ELECTRIC HAND DRYERS 20A XL—SB — EXCEL DRYER XLERATOR 30 MULTI PURPOSE UNITS 30E B-369 PAPER TOWEL/WASTE 40 CHILDCARE UNITS 40A KB110—SSRE DIAPER CHANGING STATION CD CD rn _i a a_ O 0 s � cl) Cr) LL m m w I- w a- 0 Q z a ­wNaat li z_ Y m w 4 z a 0 N z _O Aug q U O �. w LL g c LL o z LLLL��F< 0 TYPICAL TOILET ROOM/STALL DETAILS ARE BASED UPON SINKS THAT ARE 22"W X 18"D AND ON 33" LONG TOILETS, DIFFERENT SIZED FIXTURES MAY ALLOW OR REQUIRE REVISIONS TO THE ROOM OR STALL DIMENSIONS. TOILET ACCESSORIES SHALL NOT PROTRUDE MORE THAN 4" INTO A PATH OF TRAVEL OR A REQUIRED TURNING SPACE. TYPICAL TOILET ROOM DETAILS MAY NOT APPLY TO ALL TOILET ROOMS. DETAILS SHOWN ON FLOOR PLANS AND ENLARGED FLOOR PLANS TAKE PRECEDENCE OVER TYPICAL DETAILS. a SPECIFICATIONS AND SIZES OF ACCESSORIES ARE BASED ON BOBRICK BOBRICK WASHROOM EQUIPMENT U.N.O. SEE SPECIFICATIONS FOR LIST OF APPROVED MANUFACTURERS. J ALL EQUIPMENT SHOWN SHALL BE STAINLESS STEEL, SATIN FINISH (U.N.O.). co z FEE NOTE: ALL EXPOSED PIPING AT LAVATORIES SHALL BE INSULATED WITH HANDI LAV—GUARD OR APPROVED EQUAL, WHITE. J _ D V Io C jr O � Ee J CO(6 18" J_ 4" MIN. 6 12° tmAk O Zj 1, J �U o II _ M _ l� W W NZ 110() TYPICAL ACCESSIBLE TOILET ROOM ELEVATIONS 1 /4"=1 '-0" SEMI —GLOSS PAINT 2"x6" CT SHELF RAIL If 11 Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: AEW Revised: AADDENDUM 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WfTH THE MINIMUM BUILDING CODES. -., JR. L' 17760 © 2011 HARVARD JOLLY, INC. TYPICAL WALL TILE ELEVATIONS 1/4"=1'-0" A16,1 MEN EEME II1MMMMMM IIIIIIIIIIIIIIIIIIII IMMMMMME1MIMMMIM �J� 1====== 70 1IJ L�1 ����� I 0 0 N cp ui v 0 0 a- U) C O 41 O N W L_ O N C Q rn a� a� L c DONOR RECOGNITION PLAQUES NORTH ELEVATION -LOBBY 100 1 1/4" -0" NINE loll oil 01-01111 III 1� NORTH ELEVATION -MEETING ROOM 105 51/4"=1 P �ioioioiLlJ SERVICE DESK 108 1 /4"=1'-0" 9 $ I fl I ,1 -- --- 111 I I I I I 30 30 30 B7 B5 B7 STAFF LOUNGE 124 141/4"=1'-0" min P1 P2 FIRE ALAR \ PULL STATIC El I\tE [IF] MO j vi EE Eoq :L E :1 :]E:l EAST ELEVATION -LOBBY 100 21/411= 1 '-0" EAST ELEVATION -MEETING ROOM 105 6 1 /4"=1 '-0" EFI[EL EE 11 =11y SERVICE DESK 108 10 1/4„=1'-0" FIFIF] -FIF -IFIF] T T F. CIRC./ TECHNICAL SVCS. 119 151/4'=V-0" SOUTH ELEVATION -LOBBY 100 3 1 /4"=11-0" PAINTED WOOD CROWN MOULD PAINTED WOOD CHAIR RAIL SERVICE DESK 108 1 /40,=1 ' 11 TEEN ENTRANCE 16 1 /4"=1'-0" EMBELLISHMENTS BY OTHERS Emilio 11111 NINE in A WEST ELEVATION -LOBBY 100 1 /4"=1 '-0" / \ FIRE PUL ALARM STATION P1 P2 SOUTH ELEVATION -MEETING ROOM 105 71/4"= 1 —O'p 18 18 36 848 B48 B46 HHHH SERVICE DESK 108 121/4"=V-0)p Lz czti�1 r . 4 7 CHILDREN'S ENTRANCE 1 1 /4"=1 '-0" EMBELLISHMENTS BY OTHERS 14'-0" Pi WEST ELEVATION -MEETING ROOM 105 8 1 /4„_ V-0„ 301 30/ i I� I I I I I i I I I I I I I 1 1 oo�—goo 30 30 30 B7 85 B7 GALLEY 105A 131/4"=V-0" cD rn 00 N D_ O C O M J LL m In W W W O - Z C7 Z W 2 ~ Q J Z tY Q 2 0 r N �g z O ~� 0O W U $ U- 0 9 o4 z cD it Lai H� 0 W Q m J UZ m m V a co cc Ild J y CL N Z Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEI Revised: THE BEST OF MY KNOWLEDGE, 1 NS AND SPECIFlCATIONS COMPLY MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC.I A17.1 FINISH LINE OF WALL FINISH LINE OF WALL 1 WOOD CROWN MOLDING, TYP. WOOD TRIM, TYP. WOOD BASE, TYP. c cl I 1 /4" WOOD TRIM, TYP. 2'-0" 4" 8" 1 '-2 3/4" 5/ "4" WOOD CROWN MOULDING - B.O.D. S&S CRAFTSMEN #444, TYP. 5/8" G.W.B. ON 3-5/8" METAL STUDS, TYP. STEEL COLUMN - SEE COLUMN DETAIL STRUCT. DWGS., TYP. T31 "=1 '-0" 3/4" WOOD TRIM, TYP. COUNTERTOP COUNTERTOP 70 co VARIES SEE BOX " A8 = 2-0 A8a= 2'-6" ...,..' a=. PULL O o DOORS PER ELEVATIONS M U- ADJUSTABLE SHELVES w (TYP') _ 1 1 /2" THICK PANEL I I 3/4" I \ SUPPORT CN I I Q W BASE CABINET BEYOND a BACK PANEL I _ J (WHERE OCCURS) ADJUSTABLE 2 1 /2" SHELVES SUPPORTS I M I a- 0 (SEE SPECS.) .4"L 1'-4 1 2" I O N Q Z CONT. SUBBASE I ~ 1 1 Ir /4" 1 1 /4" PLASTIC LAMINATE ALL �- PLASTIC LAMINATE ALL EXPOSED AND SEMI- EXPOSED AND SEMI- z EXPOSED SURFACES EXPOSED SURFACES Y A8 w BASE CABINET PROFILE ACCESSORY PROFILE Q ...::.. B19 1"=1'-0" 1231319 A8a 1"=1'-0" 123A8 Q FINISH LINE OF WALL FINISH LINE OF WALL o COUNTERTOP N COUNTERTOP 0 m Q VARIES SEE BOX A3 = 2'-0" ~ i A3a= 2'-6" r*_ w 0 PULL � � ,8 ;aU- � 0 g/ 0 Z PULL o -------------f - DRAWER ti � � � � H DRAWER ------------- Ln BASE CABINET BEYOND BACK PANEL i Zz (WHERE OCCURS) I 0 oQ I - JJ CONT. SUBBASE i cv Uw I a-w PLASTIC LAMINATE ALL F--PLASTIC LAMINATE ALL EXPOSED AND SEMI- I EXPOSED AND SEMI - EXPOSED SURFACES I EXPOSED SURFACES BASE CABINET PROFILE A3 PEN CIL DRAWER B9 1 "=1'-0" 123139 A3a FINISH LINE OF WALL Cn I I NTFRTn P "1 " VARIES SEE BOX STEEL COLUMN - SEE STRUCT. DWGS., TYP. PLASTIC LAMINATE ALL 5/8" G.W.B. ON EXPOSED AND SEMI- 3-5/8" METAL STUDS, TYP. WOOD BASE BELOW, TYP. WOOD TRIM, TYP. i :.: I l II EXPOSED SURFACES J DRAWER ONE DOOR AT 136,66a TWO DOORS AT 137,67a PULL ADJUSTABLE SHELVES 0 (TYP.)SEE ELEVATIONS 1 1 /4" BACK PANEL ADJUSTABLE SHELVES SUPPORTS SEE SPECS CONT. SUBBASE B6,B6a BASE CABINET PROFILE B7, B7a 1 "=1'-0" 123136 FINISH LINE OF WALL 1 X 4 WOOD BLOCKING (TYP.) EL 7'-0" (-1 is VARIES SEE BOX TOP OF CABINET TWO DOORS PULL cur our oPENW AS 8Y SINK BACK PANEL REQUIRED FINISH LINE OF WALL COUNTERTOP PLASTIC LAMINATE ALL EXPOSED AND SEMI - EXPOSED SURFACES J COLOR OF CABINET LINER SHALL MATCH COLOR OF PLASTIC LAMINATE, TYP. PULL S.S. CORNER GUSSETS (TYP. AT ALL FOUR TOP CORNERS ON SIDE PANELS) _ 0 BACK PANEL PLASTIC LAMINATE ALL EXPOSED AND SEMI- EXPOSED SURFACES ONE DOOR AT B4,B4a TWO DOORS AT B5,65a B4,135 _ B4a,B5a = 2'-6" w , ^ WALL CABINET PROFILE VV 0 1 "=1'-0" CONT. SUBBASE B4, B4a BASE PROFILE FILE C O 11135, B5a 1 "=1'-0" 123134 123A3 COUNTER TOP DOOR OR DRAWER FACE WERE OCCURS a TYPICAL COUNTERTOP DETAIL Im FACE OF WALL SEALANT COUNTERTOP 1 X 4 WOOD BLOCKING (TYP.) J W CIDO � U CO j J CO� 3: o U a, NZ No TYPICAL BACKSPLASH DETAIL FINISH LINE OF WALL SOLID SURFACE COUNTER 1'-6" 1'-0" 3 1 °° 1 X 4 WOOD WOOD BLOCKING, TYP. BLOCKING (TYP.) 3/4" PLYWOOD ON EL 7'-0" „ 2" X 4" WD. STUD 2 0 TOP OF CABINET FRAME, TYP. 0 Q ADJUSTABLE SHELVES -I CROWN MOULDING - PLASTIC LAMINATE ON FABRIC COVEREDTACKBOARD Q I B.O.D.: S&S CRAFTS - ALL SIX SIDES SU FACE ABOVE,DESKTOP MEN #455 ONE DOOR AT W 1, TWO DOORS AT W2 5/4" WOOD RAISED R-M PANELS VEW ADJUSTABLE 1/4" WOOD PANELS SHELVES SUPPORTS `� HOLES IN STUD FRAM'G 3" O.D. GROMMET (SEE SPECS.) \ FOR POWER & DATA PUTTY COLOR RETRACTABLE, SELF PULL `� Q WIRING STORINGSLOT COVER CO REMOVABLE ACCESS BACK PANEL N -IkS&S PANEL PLASTIC LAMINA BASE CABINET OR ALL EXPOSED AND ACCESSORY A8 BEYOND Sm SEMI -EXPOSED SEE CSWK. ELEVATIONS VEW SURFACES AT SHEET A17.1 PLASTIC LAMINATE ALL DESK SIDE BASE MOLDING: B.O.D. IN EXPOSED SURFACES EXPOSED AND SEMI- CRAFTSMEN #332 2 3/4" Wl GROMMET FOR COLUMN DETAIL COLUMN DETAIL WALL CABINET PROFILE CIRCULATION DESK COUNTER WIRES AND CABLES A18,1 c T1 T2 W2 1 "=1'-0" 123W1C2 " 1 "=1 '-0" G 6"=1 0 GROMET-D Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: BASE MOULDING: B.O.D. S&S CRAFTSMEN #332 11 1 1 i 1 i 1 FINISH SCHEDULE FINISH SCHEDULE LEGEND w 0 CV ca ai 0 0 0 a w J 0 w U z of Q a� a� L In 0 J U a- Room Nw ber Room Name FLooR WALLS CEVNG Remarks Frdsh Base North Finish East Frtish South Finish West Fff ish Fnish Hoot 100 LOBBY PT PT P P P P EXP -- 1 101 JANITOR PT PT SP SP SP SP GP 10'-4" 3 102 COMPANION TOILET PT CT CT/SP CT/SP CT/SP CT/SP LA 10'-4" 2 103 MEN PT CT CT/SP CT/SP CT/SP CT/SP LA 10'-4" 2 104 WOMEN PT CT CT/SP CT/SP CT/SP CT/SP LA 10'-4" 2 105 MEETING ROOM CPT RS P P P P LA 12'-8" 1 105A GALLEY SV VC P P P P LA 9'-0" -- 105B STORAGE CPT VC P P P P LA 9'-0" -- 106 NEW BOOKS CPT RS P P P P EXP -- -- 107 BUSINESS CENTER CPT RS P P P P LA 12'-8" -- 108 SERVICE DESK CPT RS P P P P LA 12'-2" -- 109 CHILDREN'S COLLECTION CPT RS P P P P LA 10'-8" -- 110 COMPUTERS CPT RS P P P P EXP -- 1 111 ADULT COLLECTION CPT RS P P P P LA 12'-8" 1 112 ADULT READING CPT RS P P P P LA 12'-8" 1 113 BOOK SALES CPT RS P P P P LA 12'-8" 1 114 TEENS CPT RS P P P P LA 10'-4" -- 115 STUDY CPT RS P P P P LA 10'-4" -- 116 STUDY CPT RS P P P P LA 10'-4" -- 117 ELECTRICAL CS -- P P P P EXP -- -- 118 MECHANICAL CS -- P P P P EXP -- -- 119 CIR./TECH. SERVICES CPT RS P P P P LA 12'-8" -- 120 DIRECTOR'S OFFICE CPT RS P P P P LA 10'-4" -- 121 STORAGE CPT VC P P P P LA 10'-4" -- 122 STORAGE CPT RS P P P P LA 10'-4" -- 123 STAFF TOILET PT CT CT/SP CT/SP CT/SP CT/SP LA 10-4" 2 124 STAFF LOUNGE SV VC P P P P LA 10'-4" -- 125 BOOK RETURN CS -- P P P P LA 10'-4" -- FINISH MATERIAL LEGEND FLOOR CARPET TILE CPT MFG: STYLE: COLOR: PORCELAIN TILE PT1 MFG: SERIES: COLOR: REP: SHEET VINYL SV MFG: STYLE: COLOR: MW2 RUBBER RS MFG: SERIES: COLOR: VINYL VC MFG: COLOR: PORCELAIN TILE PT MFG: SERIES: COLOR: CERAMIC TILE CT MFG: SERIES: COLOR: WALL PAINT P1/SP1 MFG: COLOR: P2 MFG: COLOR: CERAMIC TILE CT MFG: SERIES: COLOR: MISCELLANEOUS PLASTIC LAMINATE PL1 MFG: COLOR: LOCATION: PL2 MFG: COLOR: LOCATION: SOLID SURFACE SS MFG: COLOR: LOCATION: MOHAWK GROUP FLORENTINE REVIVAL BT331 737 TUFA MONACO PORCELAIN TILE MONACO (12" X 24") GRIGIO DENISE CASALE 813-928-0644 TOLI MATURE WOOD 532 DARK BRAZILIAN CHERRY JOHNSONITE (MILLWORK) ENVOY (5.5" H) TBD JOHNSONITE (COVED) TBD MONACO PORCELAIN TILE MONACO (3" X 1 B") GRIGIO DALTILE RITTENHOUSE SQUARE (3" X 6" COVED) 0135 ALMOND (SEMI —GLOSS) SHERWIN WILLIAMS TBD SHERWIN WILLIAMS TBD DALTI LE RITTENHOUSE SQUARE (3" X 6") 0135 ALMOND (SEMI —GLOSS) WILSONART 7923K-07 VERSAILLES ANIGRE BASE AND UPPER CABINETS WILSONART 4862K-07 SANDY TOPAZ COUNTERTOPS OTHER THAN SS MENTIONED SYM. I FIELD DEFINITION FLOOR MATERIAL TYPES CPT FLOOR CARPET TILE CS FLOOR CONCRETE SEALED PT FLOOR PORCELAIN TILE SV FLOOR SHEET VINYL BASE -- BASE NO BASE REQUIRED CT BASE CERAMIC TILE PT BASE PORCELAIN TILE RS BASE RUBBER STRAIGHT VC BASE VINYL COVED WALL WALL NO WALL THIS SIDE OF ROOM CT WALL CERAMIC TILE P WALL PAINTED EGGSHELL SP WALL PAINTED SEMI —GLOSS CEILING CONDITIONS EXP CEILING EXPOSED STRUCTURE GP(—) CEILING GYPSUM WALLBOARD, PAINTED LA(1) CEILING LAY —IN ACOUSTICAL PANEL MISCELLANEOUS SYMBOLS 8-0 HEIGHT CEILING HEIGHT IN FEET & INCHES 1 REMARKS 36S ELEVS ELEVATION NUMBER: UP TO THREE DIGITS FOLLOWED BY ALPHABETIC SUFFIX INDICATING COMPASS RELATION OF ELEVATIONS (E.G. EAST, SOUTH) A5, 1A PLANS INDICATES DRAWING NUMBER WHERE ROOM APPEARS AT 1 /8" AND/OR 1 /4" SCALE GENERALNOTES 1. COLORS AND PATTERNS SHALL BE AS SELECTED BY THE ARCHITECT. 2. WALLS TO HAVE ORANGE PEEL TEXTURED FINISH EXCEPT JANITOR 101, STORAGE 105B, ELECTRICAL 117, MECHANICAL 118, STORAGE 121, AND BOOK RETURN 125 WHICH SHALL HAVE SMOOTH FINISH. REMARKS LEGEND 1. SEE SHEET A17.1 FOR ELEVATIONS. 2. SEE SHEET A16.1 FOR WALL TILE PATTERNS. 3. CERAMIC TILE TO 4'-0" IMMEDIATELY SURROUNDING MOP SINK. SILESTONE INOVA S/ FINISH SCHEDULE SINKNK COUNTERS SERV DESK TRANSACTION TOP v rn N O d ti LL LL CD m co o' w w �■■L� 0 0 z Q zIr Y w J _z } Q m J U Z a� m� �U J CO) Z co 0 0 =3 a. WW 110 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY Wlil• THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. A19.1 1 2 1 BRICK DETAIL D7" 1 1 2 = 1'-0" / 1/ 3 1 /2" 67 STONE DETAIL CD 1 1/2" = 1'-0" MA oil 0 a� c _v m U N UTLIITY SIZED BRICK STRETCHE COURSE, TYP. 8" C.M.U., TYP. 1-1/2" RIGID INSULATION, TYP. CONT. DAMP PROOFING, TYP. CONC. BEAM — SEE STRUCT. DWGS., TYP. BRICK ROWLOCK COURSE, TYP. CONTRACTOR'S OPTION: BRICK STRETCHER SCORED & POINTED TO GIVE THE APPEARANCE OF A ROWLOCK COURSE ACO U STI CAL CEILING TILE, TYP G.W.B. ON 1-1/2- METAL FURRING STUDS TYP. MASONRY TIE TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP. CONT. THRU—WALL FLASHING, TYP. WOOD WINDOW TRIM — SEE A15 SHEETS, TYP. STEEL ANGLE — SEE STRUCT. DWGS., TYP. ALUMINUM STOREFRONT FRAMING, TYP. UTILITY SIZED BRICK, TYP. 1-1/2" RIGID INSULATION, TYP. 8" C.M.U., TYP. CONT. THRU— WALL FLASHING, TYP. BULLNOSE STONE WATER TABLE, TYP CONT. DAMP PROOFING, TYP. 8" X 24" SMOOTH FACE CAST STONE MASONRY, TYP. MASONRY TIE, TYP. 4" X 24" CHISELED FACE CAST STONE MASONRY, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING CHANNELS, TYP. 3 1 /2" STONE DETAIL D6 1 1/ 2n = 1r —0 " 1 /- Q ,M STONE DETAIL V V 1 1 /2" = 1'—O" UTILITY SIZED BRICK, TYP. 1-1/2" RIGID INSULATION, TYP. 8" C.M.U., TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. CHISELED FACE CAST STONE WATER TABLE, TYP. CONT. THRU— WALL FLASHING, TYP. MASONRY TIE, TYP. 8" X 24" CHISELED FACE CAST STONE, TYP CONT. DAMP PROOFING TYP. 4" X 24" CHISELED FACE CAST STONE, TYP UTILITY SIZED BRICK, TYP. 1-1/2" RIGID INSULATION, TYP. 8" C.M.U., TYP. CONT. THRU—WAL FLASHING, TYP. BULLNOSE STONE WATER TABLE, TYI CONT. DAMP PROOFING, TYP. MASONRY TIE, TYP. 8" X 24" SMOOTF FACE CAST STONE MASONRY, TYP. 4" X 24" CHISELED FACE CAST STONE MASONRY, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING CHANNELS, TYP. 63 A20.2 1101/ INV U­ U �J 71 FE 1:77 ... 7­7­­71 ., ..... :..4....•t:,{y.? +MINOR .: L.....1 1. .. ..... . . ........ . ...... .... .... . t m'n 1 F 177 :11 ..... .... ..... F .. ......... ... . ... t t ............. .. .. .. 11 IF JE I ....... ... Al. F7 11 1 F77 J E I ?: k t t ago. 1 77 •:•'r'i{i:•?:??':: r:.?;?i.?:? .-. :. ...?:4:•???:v v {•:{v;{:{{::.?•?. .: w:.y.:•.•.•::•.xv. ::•v;.,:w:• • ...,, ....:...,, .n........, 7­17 E I F F 7 7 1, 1 ...... ....... F, i'v:??........ . E IL 1 11 11 11­ IF I ,.....,............;,.. {.,:+.tom>.:{•?:::::<?.;::::::i:{< N ; :: , .. v , v:..x ....... .......................... .......................... :.:.................. ... ..................,......, .. ...............n ...... ,.. ..•... n............:....:... -: ...... .. .::: r.:it,v::.,,, ..., : ..::v........... . .:, ...v. ,�...,.... n..... \.n .... :,.......... ................ _- - ....... 7. . . .... FN .. a R% .n ......... . .. ........ .. . ......... . ......... .. ., n...... .........,....t.... .:...:... ,..4....n......... IE 17.7.7 1 ............ . . . .............. .................. . . . . . . . . . . . . . . . . ..................... 11= L: LHITT LIFT11 FIFF= 111.:...:�... E 1 j 'D ELIFIFIF I U J F] IFT11 {: .tt.......... :?::, +?. 'IF t..�.:.[IFInFIFIrIFIFInFFIFI�11: FIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIFIF]I t...... F1 FIFIn1 .: ..:.......... ...... ....... IF ..:......... ........ ihYi•?:i4 tit• t k .......... ..... ... ; t A20 1 0001 - 'UMIM F F BRICK AND STONE LEGEND SMOOTH FACED STONE :.: CHISELED FACED STONE BRICK TYPE 1 BRICK TYPE 2 KEYNOTES OBLEND BRICK TYPES 1 AND 2 FOR FIELD BRICK. 85% TYPE 1 AND 15% TYPE 2. OALUMINUM COPING OBULLNOSE SILL/ WATER TABLE v .........00 0) r CV M LL m m w w 0 z c� z_ w 2 H z_ f— Q Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: A10/17/13 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. E A CORNICE DETAIL o ' `7 N.T.S. A5 ELEVATION DETAIL ill = 1'—O" A20.1 v a� 0 0 N 4-1 0 0 0 V) J_ Q Lv 0 z d cV O 0 L r. N I O O 0 O N d STEEL TRUSS BEYOND — SEE STRUCT. DWGS., TYP. 2-1/2" METAL STUDS, TYP. 3-5/8" METAL STUDS, TYP. CROWN MOULDING — B.O.D.: S&S CRAFTSMAN SSI — 3467 5/8" G.W.B., TYP. 1 X 6 WOOD TRIM, TYP. 2'-8„ ❑e SEALANT AND BACKER ROD BRICK RIGID INSULATION CONT. DAMPROOFING ELASTOMERIC MEMBRANE FLASHING CMU WALL — WALL BRICK CONTROL JOINT DETAIL 4 3"-1'-O" C3 SEALANT AND BACKER ROD BRICK aLem Iml?L-A01I1ILei ► CMU CONT. DAMPROOFING ELASTOMERIC MEMBRANE FLASHING CMU BRICK CONTROL JOINT DETAIL 3"=1 '-0" MODULAR SIZED BRICK ROWLOCK COURSE, TYP. —MODULAR SIZED BRICK ROTATED 45 DEGREES, TYP. 8" C.M.U., TYP. �1-1 /2" FOIL FACED POLYISO. RIGID INS., TYP. � CONT. DAMP PROOFING, TYP. Q n CORNICE DETAIL L-V 1 1/2" = 1'-O" 4 INTERMEDIATE PILASTER PLAN DETAIL 1/2" = l'—O„ 3-5/8" X 23-5/8" X 7-5/8" TALL SMOOTH FACED STONE VENEER, TYP. AIR SPACE, TYP. 1-1 /2" RIGID INSULATION, TYP. 7-5/8" X 15-5/8" C.M.U., TYP. 5/8" G.W.B. ON 1-5/8" METAL STUDS, TYP. . INTERMEDIATE PILASTER PLAN DETAIL `L 1 1/2" = 1 ' —O" - - /_" ...._- ..,- -, f., 3 CORNER PILASTER PLAN DETAIL VL 1 1/2" = 1'-O" 1 1 ril rr / C 1T/n A n CORNER PILASTER PLAN DETAIL YP. TYP. UTILITY SIZED BRICK, TYP. AIR SPACE, TYP. 1-1/2" RIGID INSULATION, 7-5/8" X 15-5/8" C.M.U., TYP. CONT. DAMP PROOFING, TYP. 5/8" G.W.B. ON 1-5/8" METAL STUDS, TYP. MITER CORNERS, TYP. I r; N U) w 0- O z act U) #! aM1 Z_ W_ � J cl Z o N 1 LLI U 04 N0a� L g o m a z m J U Z co 0 �V a a� J � J Z a: 0 j >. 0 a. NZ !10 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. r�f '.I�'". JR. 760 © 2011 HARVARD JOLLY, INC. A20,2 A 07 CLERESTORY TRIM DETAIL r'% 1 = - - /'%L 1 1/2" = l'—O„ T GATE VALVE, VALVE BOX & PAD N3TALLATION i WIRE MESH (8 GAUGE 4' x r WWFj N B L N CONCRETE PAD B TP-i WATER SAVER TRAP PRMAx LAVATORY �11 _ -rm.r WATER SAVER TRAP PRIMER SIMILAR TO JR SMITH Firl .. -.. .. - GATE VALVE WITH -•'ROADWAY II COVER CHARLOTTE PIPE BOX! OR EQUAL CLEANOUT PLUG- i "�_WOOD �r FLOOR DRAIN F OR CONCRETE BLOCK DEEP SEAL TRAP FINISHED FLOOR I `--CONCRETE PAD . B-B CAST IRON VALVE SHALL BE FIRMLY SUPPORTED AND MAINTAINED CENTERED AND PLUMB OVER THE OPERATING NUT OF THE VALVE BY THE CONTRACTOR WITH VALVE BOX COVER FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT OR AT SUCH OTHER LEVEL AS MAY BE DIRECTED. ........................................................................................ CONSULTING ENGINEERING ASSOCIATES, INC REV: 02-*05 CO-2 WALL CLEANOUT HUBLESS CAST RON PPE W/ACCESS COVER FINISHED WALL SURFACE STAINLESS STEEL OR NICKEL BRONZE THREADED CLEANOUT ACCESS COVER AND PLC-, FRAME MOUNT FLUSH WITH FINISHED WALL TEST TEE HEAVY DUTY, WIDE BODY COUPLING. REFER TO THE SPECIFICATION. CONSULTING ENGINEERING ASSOCIATES, INC.REV: 02-09-05 PD-0102 CO-1 EXTERIOR CLEANOUT TOP y1,S1 TqR y HEAVY-DUTY VANDAL4ESISTANT SCORIATED COVER THREADED CLEANOUT PLUG, 1r x 17 SQUARE OR 14' THICK CONCRETE PAD I r FINISH GRADE OR PAVING PROVIDE TWO-WAY CLEANOUT FITTING WHERE SPECIFIED CAST IRON ACCESS BOX MIN. r PIPE EXTENSION UP TO CLEANOUT ENCASE IN 3000 PSI CONCRETE/MIN 4' THICK WYE FITTING & PLUG AT END OF LINE 4' (TYPE 4' I TYP) ASSOCIATES, INC. vovr nix, ROOF (VTR) I NQg; ALL VENTS THRU ROOF SHALL BE A MIN. OF 1W-Ir FROM ALL OUTSIDE AIR INTAKES, WINDOWS, DOORS, ETC TURN FLASHING DOWN INTO PIPE VENT STACK (VTR) 4 LB, LEAD FLASHING ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF TYPE AND SPECIFIC INSTALLATION DETAILS RISER CLAMP. ATTACH TO BUILDING STRUCTURE SEE STRUCTURAL DRAWINGS 4SULTING,ENGINEERING ASSO*6 IATES, I .......... CONSULTING ENGINEERING ASSOCIATES, INC TP-2 TRAP PRIIAER fN10 COLD WATER SUPPLY NEAREST DOMESTIC COLD WATER LINE TRAP PRIMER AS MFG. BY PPP, INC. `OREGON 01' (WHERE CONCEALED IN A ❑ WALL OR CHASE PROVIDE LOCKABLE STAINLESS STEEL ACCESS PANEL) SUPPLY TUBE BY PPP, INC. (20 MAX LENGTH) 4 OUTLET DISTRIBUTION UNIT AS MFG6 BY PPP, INC. ATTACH TO WALL OR FRAMING, 1/2' HARD COPPER DISTRIBUTION PIPING. CAP UNUSED OUTLETS COUPLING CONNECTION TO TYPE K SOFT COPPER TUBING BELOW FLOOR WITH NO JOINTS. PROVIDE CORROSION PROTECTION SLOPE TO FLOOR DRAIN FLASHING MEMBRANE WHERE REQUIRED FLOOR DRAIN WITH TRAP PRIMER CONNECTION AND DEEP SEAL P-TRAP FIN. FLR. d a', . . e a ----- - .................... CONSULTING ENGINEERING Al' ANC REV: 02-01-06 1 PD-0407 LAVATORY GABBER i a&.1•,a,.ti� F- FINISHED WALL CAPPED LEVELING SCREWS SEE MOUNTING HEIGHTS )OR GENERAI NOTES, CARRIER SHALL BE ABLE TO WITHSTAND AN APPLIED VERTICAL LOAD OF A MINIMUM OF 250 POUNDS ON THE FRONT OF THE FIXTURE PROVIDE EXTENDED ARMS AT WHEELCHAIR LAVATORIES. CONSULTING ENGINEERING ASSOCIATES, IN RECTANGULAR STEEL UPRIGHTS REV.'02-09-OS 1 PD-0405 WATER HEATER/SHELF MOUNTED (4) 3/18' x r x W STRAP ANCHORS WITH r RETURN EQUALLY SPACED AND WELDED TO 1/4' x V GALV'D. STL PLATE 4'-0' LONG WAV 3/8' 4 THREADED STIRS EQUALLY SPACED TIME VACUUM RELIEF VALVE SWITCH SHUT-OFF VALVE ANSION TANK SIMILAR TO AMTROL ST-0 F-HOT AND COLD WATER SUPPLY T REFER TO PLAN FOR SIZE ASME T & P RELIEF VALVE PIPE DISCHARGE TO BUILDING EXTERIOR OR MOP BASIN BELOW - DIELECTRIC UNION (TYR) WATER HEATER REFER TO SCHEDULE ❑ FOR SIZE AND MFGR CORROSION RESISTANT HEATER SUPPORTS GALYD STL< 1-1/4' x 1-1/4' x 1/18' BRACE -WELD TO STEEL FRAME 3' HIGH x 24 GAUGE GALVANIZED STEEL SAFETY DRAIN PAN W/1' COPPER DRAIN TO MOP BASIN OR BLDG. EXTERIOR 1/4' GALVID STEEL GRATE -WELD TO 0 FRAME I RIOUND ALL EXPOSED CORNERS OF MOP THE ANGER FRAME BASIN 1/4' GALVD STEEL GRATE GALVD STL < FRAME 1-1/4' x 1-1/4' x 1/18' - WELD ALL AROUND hQM MOUNT 4' x r x 3/18' GALVD STL PLATE HEATER AS HIGH WELDED TO STEEL BRACE ANCHOR TO AS POSSIBLE CMU W/(2) 3/8' 4 GALVJD EXP. BOLTS 3' LONG CONSULTING ENGINEERING ASSOCIATES,_IN-____ REV: 02-02-07 I PD-0801 CLEVIS HANGER FOR CAST IRON PPE ALL THREADED HANGER ROD LOCKING NUT SUPPORT NUT ADJUSTABLE CLEVIS FOR CAST IRON PIPE GRINNELL FIG. 590 CAST IRON PIPE ALL THREADEE LOCKING NUT CLEVIS HANGE casT I:TJJ. FIFQ AM aanl( : 4 THROUGH 24 INCH CAST IRON PIPE ALL THREADEE LOCKING NUT ADJUSTABLE E .CONSULT. ONSULTENGINEERING ASSOCIATES, INC ............. CONSULTIN ALL THREADED HANGER ROD LOCKING NUT ADJUSTABLE SWIVEL RING ANVIL CT-09 PIPING ------------------------------------ ASSOCIATES, INC. MU BM GENERAL NOTES 1. ALL WORK UNDER THIS DIVISION SHALL COMPLY WITH THE CODES AND STANDARDS AS LISTED ON THE PROJECT DRAWINGS AND TO OTHER PERTINENT CODES MADE A PART OF SUCH CODE BY REFERENCE. 2. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE PLUMBING SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. PLANS SHALL NOT BE SCALED. 3. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DRAWINGS OR DIVISION OF THE SPECIFICATIONS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL SECTIONS TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS INSTALLED. 4. SUBMIT SHOP DRAWINGS OF ALL FIXTURE, EQUIPMENT, AND MATERIALS FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FOR ALL EQUIPMENT, WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DRAWINGS, PROVIDE WITHIN THE SUBMITTAL, A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE CONTRACT DOCUMENT. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL. BIND SHOP DRAWINGS/CATALOG-CUTS IN THREE RING BINDERS WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. SUBMIT DRAWINGS AND CUT SHEETS FOR ALL PRODUCTS ALL AT ONE TIME. INDEX ALL ITEMS TO THE PROJECT MANUAL OR DRAWINGS AS APPLICABLE. SHOP DRAWINGS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO TOP OF THE SUBMITTAL. ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL. FOR ITEMS REVIEWED AND MARKED "REJECTED" OR "REVISE AND RESUBMIT", ONLY ONE ADDITIONAL SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED FOR THE DESIGN PROFESSIONAL TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OR THE CONTRACT DOCUMENTS. THE HOURLY RATE OF $150.00 WILL BE BILLED TO THE CONTRACTOR FOR THE PROFESSIONAL(S) TIME SPENT ON THE REVIEW. 5. PIPING AND OTHER ITEMS OF THE PLUMBING SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING, CEILING SUSPENSION SYSTEM, DUCTWORK, PIPING, OR ELECTRICAL SYSTEMS. 6. PIPING SHALL BE RUN A MINIMUM OF 6" ADJACENT TO RATED WALLS SO THAT WALLS CAN BE INSPECTED. 7. FOR SEALING OF PIPE PENETRATIONS THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. ALL PIPE PENETRATIONS SHALL BE SEALED USING DETAILS APPROVED BY UL. 8. PROVIDE ADDITIONAL PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALLS. PIPING SHALL NOT BE SUPPORTED FROM ANY RATED WALL. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALL, CEILINGS, AND FLOOR WITH UL LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING, OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 9. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPING MATERIALS SHALL BE OF APPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION. PROVIDE PIPE SADDLES BELOW INSULATED PIPES. 10. HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 11. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45' FOR PIPE SIZES 4" AND LARGER. 12. ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. FOR PIPE SIZES GREATER THAN 4", RESTRAINTS SHALL BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN TWO PIPE SIZES. BRACES, BLOCKS, RODDING AND OTHER SUITABLE METHODS AS SPECIFIED BY THE COUPLING MANUFACTURER SHALL BE UTILIZED. 13. PROVIDE ALL OFFSETS AND FITTINGS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. MAKE CONNECTION TO SITE UTILITIES. COORDINATE WITH SITE UTILITY CONTRACTOR AS REQUIRED. 14. CONCEAL PIPING ABOVE CEILING, WITHIN WALL OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 15. PROVIDE ACCESS PANELS (EQUAL TO MIFAB PRODUCTS) FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. COORDINATE FINISH WITH THE ARCHITECT. 16. PROVIDE A PERMANENT 1 /2" ROUND RED DOT ON THE CEILING GRID BELOW ALL VALVES. 17. PROVIDE AN AIR GAP, WHEN WASTE CONNECTION IS REQUIRED TO BE INDIRECT, SERVICING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 18. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. IF PIPING IS NOT AVAILABLE CHROME PLATED, PIPING SHALL BE PAINTED WITH CHROME COLORED PAINT. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. WHEN OUTDOORS, PROVIDE CONCRETE ADJACENT TO CLEANOUT AS SHOWN ON THE DETAIL ON THE DRAWINGS. 20. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL DEVICES. 21. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIERS DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF FIXTURE. ALL WALL HUNG WATER CLOSET BOWLS SHALL BE SUPPORTED BY A CONCEALED METAL CARRIER THAT IS ATTACHED TO THE BUILDING STRUCTURAL MEMBERS. THE CARRIER SHALL CONFORM TO ASME A112.6.1M OR ASME 112.6.2.A. WALL HUNG WATER CLOSET MUST BE CAPABLE OF SUPPORTING A LOAD OF 500 POUNDS AT THE END OF THE WATER CLOSET. ALL WALL HUNG URINALS SHALL BE SUPPORTED BY A CONCEALED METAL CARRIER THAT TRANSFER THE WEIGHT OF THE URINAL TO THE FLOOR. 22. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY TO USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 23. SECURE THE BASE OF ALL WATER COOLERS TO THE WALL. CAULK ALONG TOP OF WATER COOLER TO WALL. 24. FOLLOW ADA GUIDELINES FOR ACCESSIBILITY TO PLACES OF PUBLIC ACCOMMODATION AND COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES. THESE GUIDELINES ARE TO BE APPLIED DURING DESIGN, CONSTRUCTION AND ALTERATION OF SUCH BUILDING AND FACILITIES TO THE EXTENT REQUIRED BY REGULATIONS ISSUED BY FEDERAL AGENCIES, INCLUDING THE DEPARTMENT OF JUSTICE, UNDER THE AMERICANS WITH DISABILITIES ACT (ADA) OF 2010. 25. PRIOR TO ANY EXCAVATION OR DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES. 26. THE LOCATIONS OF ALL CLEANOUTS, VALVES, GAUGES, ETC. SHALL BE LOCATED FOR ACCESS AND/OR SERVICE IN REFERENCE TO THE FINISHED BUILDING. REFER TO THE DRAWINGS FOR APPLICABLE DETAILS. WALL CLEANOUT SHALL BE 18" A.F.F. AND FLOOR CLEANOUTS SHALL BE LOCATED WITHIN 12" OF AN ADJACENT WALL. 27. WHERE PLUMBING SERVICES ARE REQUIRED FOR EQUIPMENT FURNISHED UNDER OTHER TRADES OR PROVIDED BY THE OWNER (OFCI), THE CONTRACTOR SHALL DETERMINE ACCURATE ROUGHING REQUIREMENTS IN ADVANCE OF WORK, SET EQUIPMENT IN PLACE AND MAKE NECESSARY SERVICE CONNECTIONS. PROVIDE ACCESSORIES AS REQUIRED. 28. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ROUGHING DIMENSIONS OF ALL PLUMBING FIXTURES, DRAINS, ETC. 29. ALL FLOOR DRAINS SHALL BE SERVED BY AN APPROVED TRAP PRIMER. PROVIDE 1/2" TYPE K SOFT COPPER SUPPLY LINE FROM TRAP PRIMER TO FLOOR DRAIN PROVIDE CORROSION PROTECTION BELOW SLAB. 30. ALL HOSE BIBBS, WALL HYDRANTS AND HOSE END CONNECTIONS SHALL BE EQUIPPED WITH AN APPROVED INTEGRAL VACUUM BREAKER AND SHUT OFF VALVE LOCATED ABOVE THE CEILING. UNLESS OTHERWISE NOTED, ALL WALL HYDRANTS AND HOSE BIBBS SHALL BE INSTALLED 24" ABOVE FINISHED FLOOR OR GRADE. 31. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF DISSIMILAR METALS (SUCH AS COPPER TO GALVANIZED STEEL). 32. ALL VENT PENETRATIONS THROUGH THE ROOF SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKES, DOORS, WINDOWS AND OTHER BUILDING OPENINGS. 33. BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC TYPE DWV AND SHALL CONFORM TO ONE OF THE FOLLOWING STANDARDS: ASTM D 2665, ASTM D 2949 OR CSA B181.2. FITTINGS SHALL BE PVC AND SHALL CONFORM TO ONE OF THE FOLLOWING STANDARDS: ASTM D 2665, ASTM D 3311 OR ASTM F 1866. JOINTS SHALL BE SOLVENT CEMENTING. A PURPLE PRIMER THAT CONFORMS TO ASTM F 656 SHALL BE APPLIED TO JOINT SURFACES (CLEAN AND FREE FROM MOISTURE). SOLVENT CEMENT NOT PURPLE IN COLOR AND CONFORMING TO ASTM D 2564, CSA 8137.3, CSA B181.2 OR CSA 8182.1 SHALL BE APPLIED TO ALL JOINT SURFACES. JOINTS SHALL BE IN ACCORDANCE WITH ASTM D 2855. 34. ABOVE GRADE SOIL, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT HUBLESS CAST-IRON PIPE AND FITTINGS WITH WIDE BODY TYPE 304 STAINLESS STEEL HEAVY-DUTY COUPLINGS WITH NEOPRENE GASKETS. PIPE SHALL CONFORM TO ASTM A 74, CISPI 301, OR ASTM A 888. COUPLINGS SHALL CONFORM TO CISPI 310 OR ASTM C 1277. THE ELASTOMERIC SEALING SLEEVE SHALL CONFORM TO ASTM C 564 OR CAN/CSA 8602 AND SHALL BE PROVIDED WITH A CENTER STOP. 35. HOT AND COLD WATER PIPING SHALL BE SEAMLESS TYPE "L" HARD COPPER TUBE AND SHALL CONFORM TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS, ASTM B 75, ASTM B 88, ASTM B 251 OR ASTM B 447. FITTINGS SHALL BE COPPER OR COPPER ALLOY AND SHALL CONFORM TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.23, ASME B16.26 OR ASME 816.29. SOLDERED JOINTS SHALL BE MADE IN ACCORDANCE WITH THE METHODS OF ASTM 8828. THE JOINING OF WATER SUPPLY SHALL BE 95/5 LEAD FREE SOLDER AND THE SOLDER SHALL CONFORM TO ASTM B 32. 36. PROVIDE VALVES WHERE INDICATED ON PLAN AND NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSI OR GREATER WORKING PRESSURE IN WATER PIPING. BALL VALVES: NIBCO S-585-70 GATE VALVES: NIBCO S-113 CHECK VALVES: NIBCO S-413 37. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1" THICK FIBERGLASS WITH "ASJ" VAPOR BARRIER JACKET AND 25/50 FIRE/SMOKE RATING. 38. PROVIDE AN ELECTRIC WATER HEATER AS INDICATED ON DRAWINGS. PROVIDE ASME TEMPERATURE & PRESSURE RELIEF VALVE, EXPANSION TANK, PLASTIC SAFETY DRAIN PAN, AND DIELECTRIC UNIONS AT ALL CONNECTIONS. SUPPORT EXPANSION TANK INDEPENDENTLY OF PIPING SYSTEM. 39. VERTICAL PIPE RISERS SERVING STORAGE WATER HEATER TANKS NOT HAVING INTEGRAL HEAT TRAPS AND SERVING A NONRECIRCULATING SYSTEM SHALL HAVE HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING AS CLOSE AS PRACTICAL TO THE STORAGE TANK. 40. VERIFY SIZES, LOCATION, INVERTS AND ELEVATIONS PRIOR TO INSTALLING ANY PIPING. 41. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND FURNISH EQUIPMENT WIRED FOR THE VOLTAGE SHOWN HEREIN. PROVIDE STATEMENT INDICATING THIS HAS OCCURRED WITH THE SHOP DRAWING SUBMITTALS. 42. SLOPE ALL SANITARY PIPING 3" TO 6" AT A MINIMUM SLOPE OF 1/8" PER FOOT. ALL SANITARY PIPING 2-h" AND SMALLER SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT. 43. ALL EXPOSED PIPING UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED WITH PROTECTIVE UNDER -SINK PIPE COVERS AND PLUMBING ENCLOSURES AS MANUFACTURED BY TRUEBRO. 44. ALL SANITARY, VENT AND WATER PIPING SHALL BE TESTED BEFORE BEING CONCEALED IN ANY WAY. ALL JOINTS SHALL BE MADE DRIP TIGHT BEFORE BEING CONCEALED. DOMESTIC WATER PIPING SHALL BE TESTED AT 1-1/2 TIMES OPERATING PRESSURE OR 100 PSI, WHICHEVER IS GREATER. 45. DISINFECT POTABLE WATER SYSTEM PER THE FLORIDA BUILDING CODE. PROVIDE DOCUMENTATION IN THE CLOSE OUT DOCUMENTS. PLUMBING LEGEND & SYMBOLS SANITARY SOIL & WASTE SAN --------------- SANITARY VENT V DOMESTIC COLD WATER CW - - DOMESTIC HOT WATER HW -- -- CONDENSATE DRAIN CD PIPE DROP D PIPE RISE PIPE CONNECTION (TOP) n PIPE CONNECTION (BOTTOM) SHUT-OFF VALVE (VERTICAL RISER) c SHUT-OFF VALVE (IN CAST IRON BOX) HOSE BIBB / WALL HYDRANT +c WALL CLEANOUT FLOOR CLEANOUT FLOOR DRAIN cc FLOW DIRECTION SHUTOFF VALVE GATE VALVE ��- CHECK VALVE (SWING) UNION D STRAINER WATER HAMMER ARRESTOR OR -- �--L TEMP/PRESS RELIEF VALVE (ASME) ABBREVIATIONS SYMBOL DESCRIPTION BFP BACKFLOW PREVENTOR CD CONDENSATE DRAIN CO CLEANOUT CW DOMESTIC COLD WATER DFU DRAINAGE FIXTURE UNIT 'F DEGREE FAHRENHEIT FD FLOOR DRAIN FIFE FINISHED FLOOR ELEVATION GPM GALLONS PER MINUTE HB HOSE BIBB HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RETURN IE INVERT ELEVATION KW KILOWATT NTS NOT TO SCALE PSI POUNDS PER SQUARE INCH SAN SANITARY SFU SUPPLY FIXTURE UNIT VTR VENT THRU ROOF WH WALL HYDRANT CODE CRA NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE FIRE MARSHALL'S RULE. THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. *FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - 2010 *FLORIDA FIRE PREVENTION CODE 2010 *FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): *NFPA-70 (2008) NATIONAL ELECTRICAL CODE MAVVM WDEX PO.1 PLUMBING LEGENDS, NOTES, SYMBOLS, AND DETAILS PO.2 PLUMBING SCHEDULES P5.1 PLUMBING FLOOR PLAN - SANITARY P5.2 PLUMBING FLOOR PLAN - WATER P6.1 PLUMBING ISOMETRIC DIAGRAMS W T J � � v rn cq 04 N Oco a O M J Uu_ Z) W w fi a cn zz co U� z Y w_ J z a 0 T ti N o T 0 to MCO E U ti rn ►~'-N ru- Cc) 00i 0 �ti th�L9C �' w oNorW --16U m°i y� m 10 CQ 02104 -0' � -p C 0 O� C,f�0 Z c� cc 11 `c �a- Ev cn cu - 5 }o m ¢¢ LLI LL LL ­3 O d (n F- o CkA CONSULTING ENGINEERING ASSOCIATES, INC. 8365 GUNN HIGHWAY TAMPA. FLORIDA 33625 PHONE: (813) 448-0225 E9 00003962 PROJECT NLA4 ER: 13M COPYRIGHT QC 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: Q a: J 0 Z CO) -� W m� a = DV CL ov aC O Cn OJ 0 J J /~ / LL w Z O Z O � J V CL V� W W W Z O N Z N 0 Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAUMUSG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 PO.1 11 I -- I 1 11" PLUMBING RCTURE SCHEDULE MINIMUM CONNECTIONS FIXTURE FAUCET FLUSH VALVE SEAT DRAIN TRAP SUPPLY CARRIER INSULATION WASTE VENT CW HW WATER CLOSET CHROME PLATED, EXPOSED FLUSH VALVE, OPEN FRONT LESS COVER, INTEGRAL DURA-COATED CAST WHITE, VITREOUS CHINA, SIPHON JET, QUIET ACTION, FOR 1-1/2" TOP SPUD, 1.6 ELONGATED, HEAVY-DUTY, IRON, ADJUSTABLE WC-1 4" 2" 1-1/4" - ELONGATED BOWL, WALL HUNG, 1.6 GALLON -- GALLON PER FLUSH, VANDAL RESISTANT SOLID PLASTIC, FOUR VERTICAL OR -- FLUSH, 1-1/2" TOP SPUD, BOLT CAPS. COVER SCREW, METAL NON HOLD OPEN MOLDED -IN BUMPERS, HORIZONTAL SIPHON ADA COMPLIANT OSCILLATING HANDLE, SELF SUSTAINING CHECK JET CARRIER SYSTEM, KOHLER "KINGSTON" K-4325 VACUUM BREAKER, RENEWABLE SEAT, HINGES WITH STAINLESS VANDAL -RESISTANT SPUD FLANGE AND CONCEALED SPUD NUT, STEEL POSTS AND TRIM. COVER TUBE AND S/S WALL FLANGE. PINTLES, WHITE. JAY R SMITH SERIES DELTA 81T201 OLSONITE 95SSCT 200 AS REQUIRED WATER CLOSET/ADA CHROME PLATED, EXPOSED FLUSH VALVE, OPEN FRONT LESS COVER, INTEGRAL DURA-COATED CAST WHITE, VITREOUS CHINA, SIPHON JET, QUIET ACTION, FOR 1-1/2" TOP SPUD, 1.6 ELONGATED, HEAVY-DUTY, IRON, ADJUSTABLE WC-2 4" 2" 1-1/4" - ELONGATED BOWL, WALL HUNG, 1.6 GALLON -- GALLON PER FLUSH, VANDAL RESISTANT SOLID PLASTIC, FOUR VERTICAL OR FLUSH, 1-1/2" TOP SPUD, BOLT CAPS. COVER SCREW, METAL NON HOLD OPEN MOLDED -IN BUMPERS, HORIZONTAL SIPHON ADA COMPLIANT OSCILLATING HANDLE, SELF SUSTAINING CHECK JET CARRIER SYSTEM, KOHLER "KINGSTON" K-4325 VACUUM BREAKER, RENEWABLE SEAT, HINGES WITH STAINLESS VANDAL -RESISTANT SPUD FLANGE AND CONCEALED SPUD NUT, STEEL POSTS AND TRIM. COVER TUBE AND S/S WALL FLANGE. PINTLES, WHITE. JAY R SMITH SERIES DELTA 81T201 OLSONITE 95SSCT 200 AS REQUIRED URINAL CHROME PLATED, EXPOSED FLUSH VALVE, INTEGRAL DURA-COATED CAST WHITE, VITREOUS CHINA, WALL HUNG, SIPHON QUIET ACTION, FOR 3/4" TOP SPUD, 0.5 IRON, RECTANGULAR U-1 2" 1-1/2" 3/4" - JET, 0.5 GALLON PER FLUSH, 3/4" TOP -- GALLON PER FLUSH, VANDAL RESISTAN -- -- -- STEEL UPRIGHTS WITH -- SPUD, 14-1 /2" EXTENDED RIM. COVER SCREW, METAL NON HOLD OPEN ADJUSTABLE SUPPORT ADA COMPLIANT OSCILLATING HANDLE, PLATES,. KOHLER "DEXTER" K-5016-ET VACUUM BREAKER, RENEWABLE SEAT, SPUD FLANGE AND CONCEALED SPUD NUT, JAY R SMITH 0637 COVER TUBE AND S/S WALL FLANGE. DELTA 81T231 LAVATORY CHROME PLATED, CAST BRASS SINGLE 1-1 /4", 17 GAUGE, 1-1/4- X 1-1 /2", 1/2- NOMINAL X WHITE, VITREOUS CHINA, UNDER MOUNT, CONTROL FAUCET, CERAMIC CHROME PLATED 17 GAUGE, 3/8" O.D. ANGLE L-1 1-1/2" 1-1/2" 1/2" -- WITH OVERFLOW, 17" X 14". CARTRIDGE, METAL HOLD-DOWN -- -- OPEN GRID P.O. ADJUSTABLE TRAP SUPPLY, LOOSE KEY -- PACKAGE, 1.5 GPM VANDAL RESISTANT PLUG AND BRASS WITH CLEANOUT AND STOP, WALL FLANGE, KOHLER "CAXTON" K-2210 AERATOR OUTLET. 1-1/4" TAILPIECE. WALL FLANGE, CHROME PLATED. CHROME FINISH. DELTA 22C631 MCGUIRE 155A MCGUIRE 2165CCLK MCGUIRE 8902 LAVATORY/ADA CHROME PLATED, CAST BRASS SINGLE 1-1/4", 17 GAUGE, 1-1/4" X 1-1/2", 1/2" NOMINAL X ADJUSTABLE FLOOR WHITE, SINGLE PIECE WHITE, WALL HUNG, VITREOUS CHINA, CONTROL FAUCET, CERAMIC CHROME PLATED 17 GAUGE, 3/8" O.D. ANGLE SUPPORT WITH CONSTRUCTION, L-2 1-1/2" 1-1/2" 1/2" __ 20-3/4" X 18-1/4", SINGLE HOLE, WITH CARTRIDGE, METAL HOLD-DOWN -_ _- OPEN GRID P.O. ADJUSTABLE TRAP SUPPLY, LOOSE KEY CONCEALED ARMS. RIGID HIGH IMPACT OVERFLOW, DRILLED FOR CONCEALED ARM PACKAGE, 1.5 GPM VANDAL RESISTANT PLUG AND BRASS WITH CLEANOUT AND STOP, WALL FLANGE, STAIN RESISTANT PVC CARRIER. AERATOR OUTLET. 1-1 /4" TAILPIECE. WALL FLANGE, CHROME PLATED. JAR R SMITH 700 CHROME FINISH. SERIES TRUEBRO KOHLER "GREENWICH" K-2031 DELTA 22C631 MCGUIRE 155A MCGUIRE 2165CCLK "LAV-SHIELD" MCGUIRE 8902 MODEL #2018-KO-G ELECTRIC WATER COOLER/ADA 1-1/4" X 1-1/2", CHROME PLATED ADJUSTABLE SUPPORT " " HEAVY GAUGE STAINLESS STEEL, WALL 17 GAUGE, SUPPLY WITH LOOSE SYSTEM, STEEL EWC-1 1-1/2 1-1/2 1/2 HUNG, BARRIER FREE FOUNTAIN, BI-LEVEL -- -- -- -- ADJUSTABLE TRAP KEY STRAIGHT STOP UPRIGHTS, 3"X4" -- STAINLESS STEEL BOWLS, INTERNAL WITH CLEANOUT, AND WALL FLANGE. BASE PLATE. REFRIGERATION UNIT, UNIT TO PROVIDE 8 CHROME FINISH. JAY R SMITH 0830 GPH OF 507 WATER WITH 907 AMBIENT MCGUIRE 158LK AND 807 SUPPLY WATER TEMPERATURE, MCGUIRE 8902 POLISHED STAINLESS STEEL FINISH. ELKAY EZSTL8C SINGLE BOWL SINK CHROME PLATED, SINGLE HANDLE, STAINLESS STEEL CHROME PLATED 1/2" NOMINAL X STAINLESS STEEL, TYPE 304, 18 GAUGE, EXPOSED MOUNTING, 8-11 /16" LONG STRAINER BODY, CAST BRASS BODY 3/8" O.D. ANGLE S-1 1-1 /2" 1-1 /2 1 /2" -- COUNTER MOUNTED, OVERALL 22"x19-1 /2"x SPOUT SWINGS 180', DIAMOND COATED -- -- 1-1 /2"x4" WITH CLEANOUT SUPPLY, LOOSE KEY -- -- 6-1/2" DEEP, SINGLE HOLE, HOLE DRILLING CERAMIC CARTRIDGE, ADJUSTABLE CHROME PLATED PLUG, 1-1/2" X STOP, WALL FLANGE, CONFIGURATION 1, SELF -RIMMING, FULLY HANDLE LIMIT STOP. BRASS TAILPIECE, 1-1/2". CHROME PLATED. UNDERCOATED, 3-1/2" OFF CENTERED REAR FITS 3-1/2" DRAIN DRAIN. DELTA 101LF-HDF OPENINGS. MCGUIRE 8912 MCGUIRE 2165CCLK ELKAY "LUSTERTONE" LRAD2219 ELKAY LK99 DOUBLE BOWL SINK CHROME PLATED, SINGLE HANDLE, STAINLESS STEEL CHROME PLATED 1/2- NOMINAL X STAINLESS STEEL, TYPE 304, 18 GAUGE, EXPOSED MOUNTING, 8-11 /16" LONG STRAINER BODY, CAST BRASS BODY 3/8" O.D. ANGLE S-2 1-1/2" 1-1/2 1/2" -- COUNTER MOUNTED, OVERALL 29"x18"x SPOUT SWINGS 180% DIAMOND COATED -- -- 1-1/2"x4" WITH CLEANOUT SUPPLY, LOOSE KEY -- -- 6-1/2" DEEP, 8" CENTERS, HOLE DRILLING CERAMIC CARTRIDGE, ADJUSTABLE CHROME PLATED PLUG, 1-1/2" X STOP, WALL FLANGE, CONFIGURATION 4, SELF -RIMMING, FULLY HANDLE LIMIT STOP, SPRAY HOSE WITH BRASS TAILPIECE, 1-1/2". CHROME PLATED. UNDERCOATED, 3-1/2" CENTERED DRAIN. ANTI -SIPHON DEVICE. FITS 3-1/2" DRAIN OPENINGS. MCGUIRE 8912 MCGUIRE 2165CCLK ELKAY "LUSTERTONE" LRAD2918 DELTA 400LF-HDF ELKAY LK99 MOP BASIN SERVICE FAUCET SHALL BE CHROME PRECAST TERRAZZO, GROUTED AND SEALED PLATED, VACUUM BREAKER, INTEGRAL MB-1 3" 2" 1/2" 1/2" TO RESIST STAINS, 24"x24"x12" HIGH, 6" CHECK STOPS, ADJUSTABLE WALL -- -- -- -- -- -- -- DROP FRONT WITH STAINLESS STEEL CAP, BRACE, PAIL HOOK, AND 3/4 INCH CAST BRASS DRAIN WITH STAINLESS STEEL HOSE THREAD ON SPOUT. STRAINER, 3" CONNECTION. DELTA 28C2383 STERN-WILLIAMS CRS-2200 STERN-WILLIAMS T-35 (HOSE AND HOSE BRACKET) STERN-WILLIAMS T-40 (MOP HANGER) WATER FEATER SCFE A E MARK EWH-1 MANUFACTURER A.O. SMITH MODEL NUMBER DEL-20 TYPE ELECTRIC VOLTS/PHASE/HERTZ 208/1/60 KW 3 LEAVING WATER TEMP. 1207 STORAGE CAPACITY (GAL) 20 GAL PER HR RECOVERY ® 607 RISE 20 DIMENSIONS 22-1/4" x 21-3/4"0 THERMAL EXPANSION TANK AMTROL ST-5—C NOTES: 1. UNIT SHALL BE COMPLETE PACKAGE WITH INSULATED TANK, HEATING ELEMENT(S), TEMPERATURE PRESSURE RELIEF VALVE AND ALL REQUIRED VALVES, TRAPS, AND PIPING. 2. WATER HEATER SHALL BE SHELF MOUNTED ABOVE THE MOP BASIN. 3. CONTRACTOR SHALL PROVIDE 1 /16" THICK HIGH IMPACT PLASTIC WATER HEATER SAFETY PAN (1-1/2" DEEP MIN.) EQUAL TO OATEY. 4. CONTRACTOR SHALL PROVIDE ELECTRIC TIME SWITCH. SHOCK ARRESTOR SCHEDULE 52E FIXTURE UNITS MANUFACTURER & MODEL NO, O 1-11 ANCOM SHOK—GARD A JOSAM 75001 ZURN Z-1700-100 BO 12-32 ANCOM SHOK—GARD B JOSAM 75002 ZURN Z-1700-200 O 33-60 ANCOM SHOK—GARD C JOSAM 75003 ZURN Z-1700-300 ALL UNITS SHALL BE P.D.I. RATED. AVAILABLE MANUFACTURERS: JR SMITH, JONESPECK OR WADE. HANGER SPACING PIPING MATERIAL MAXIMUM MAXIMUM HORIZONTAL VERTICAL SPACING (FEET) SPACING (FEET) CAST—IRON PIPE 5 ° 15 COPPER OR COPPER —ALLOY TUBING, 6 10 1-1/4" DIAMETER AND SMALLER COPPER OR COPPER —ALLOY TUBING, 1-1/2" DIAMETER AND LARGER 10 10 PVC PIPE 4 lob a. THE MAXIMUM HORIZONTAL SPACING OF CAST—IRON PIPE HANGERS SHALL BE INCREASED TO 10' WHERE 10' LENGTHS OF PIPE ARE INSTALLED. B. MIDSTORY GUIDE FOR SIZES 2" AND SMALLER. P1JJ BIVG SPECIALTIES SCFEDIJLE MARK DESCRIPTION MODEL YARD CLEANOUT CO-1 ROUND, COATED, VANDAL RESISTANT, ZURN ZN-1474-IN-VP CAST IRON ACCESS FRAME, HEAVY DUTY SCORIATED SECURED COVER, COATED CAST IRON CLEANOUT FERRULE WITH SPIGOT CONNECTION WITH GAS AND WATERTIGHT ABS COUNTERSINK PLUG. WALL CLEANOUT CO-2 ROUND SECURED STAINLESS STEEL ZURN ZN-1446-VP ACCESS COVER AND FRAME, COATED, CAST IRON CLEANOUT TEE, NO HUB CONNECTION, WATERTIGHT ABS TAPERED THREAD PLUG. HOSE BIBB H13-1 CHROMEPLATED BRASS BODY, LOOSE WOODFORD MODEL 24P KEY, BRASS VALVE, VACUUM BREAKER AND 3/4" MALE HOSE THREAD. WALL HYDRANT WH-1 AN11-SIPHON PROTECTED, WOODFORD MODEL B65 AUTOMATIC DRAINING FREEZELESS WALL HYDRANT, HOUSED IN A TAMPER RESISTANT CHROME PLATED BRASS BOX, LOOSE KEY OPERATED. 3/4" CONNECTION. YARD HYDRANT YH-1 AUTOMATIC DRAINING FREEZELESS WOODFORD MODEL Y30 WALL HYDRANT, EPDM RUBBER WITH ADJUSTABLE PACKING NUT, PERMANENT TYPE BRASS VALVE BODYE, TEE KEY, BRASS HEAD CASTING, 3/4" NPT FEMALE INLET, 3/4" BRASS MALE HOSE NOZZLE. CONDENSATE FUNNEL CF-1 7" DIAMETER INDIRECT WASTE ZURN Z325-DB FUNNEL WITH DURA COATED CAST IRON BODY, PLASTIC BALL FLOAT, BRONZE BACKWATER VALVE BUSHING AND REPLACEABLE NEOPRENE SEAT, BOTTOM DOME STRAINER. FLOOR DRAIN FD-1 DURA-COATED CAST IRON BODY ZURN Z415B-P-V-VP-Y WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE B" POLISHED NICKEL BRONZE STRAINER, 1/2- TRAP PRIMER CONNECTION, BACKWATER VALVE, VANDAL PROOF SECURED TOP, SEDIMENT BUCKET. FLOOR DRAIN FD-2 9" DIAMETER TOP ADJUSTABLE ZURN Z520-P-V-Y HEAVY DUTY DRAIN, DURA COATED CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND ADJUSTABLE EXTENSION FRAME WITH HEAVY DUTY CAST IRON DEEP FLANGE SLOTTED GRATE, TRAP PRIMER CONNECTION, BACKWATER VALVE, SEDIMENT BUCKET. FLOOR DRAIN FD-3 DURA COATED CAST IRON BODY WITH ZURN Z4151—P BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE I POLISHED NICKEL BRONZE STRAINER WITH RAISED FLANGE, TRAP PRIMER CONNECTION. TRAP PRIMER TP-1 17 GAUGE CAST BRASS ADJUSTABLE JAY R. SMITH 2698 P-TRAP WITH CLEANOUT AND 1/2- C.P. COPPER TRAP PRIMER TUBE WITH ESCUTCHEON. TRAP PRIMER TP-2 CORROSION RESISTANT BRASS. THIS PPP, Inc. "PRIME RITE" PRIMING VALVE CONTAINS: NO PR-50OLL SPRINGS, DIAPHRAGMS, OR PLASTIC PARTS AND USES # 60 MESH STAINLESS STEEL SCREEN. PROVIDE SERVICE VALVE. IB-1 ICEMAKER WALL BOX SIOUX CHIEF WHITE, ABS SUPPLY BOX, 18" 696-101OMF BRACKET, WHITE ABS FRAME, BALL VALVE WITH INTERGRAL WATER HAMMER ARRESTOR. BFP-1 BACKFLOW PREVENTOR WATTS SERIES 7 DUAL CHECK BACKFLOW PREVENTER, BRONZE BODY, INCLUDE NOT LESS THAN ONE UNION, BRASS IDENTIFICATION TAG INDICATING DIRECTION OF FLOW, MEETS ANSI/ASSE 1024 AND CSA 864.6. ui r- �J (o 0 rn IR _i N O a co ti M UJ Z) W w �■■T� a 0 z d Uz z Y w_ Q I J z o: ❑ v ti N o 0 o M� �M q tQ °? q co E v ti C^ N U 0 LO'6C?I„"tiaQ � w 0)N0p1�d r--(D O 0 N d)rn (Dco n u- � rn =co Oo.N-gN 012 c 0 z .0o MC9 0 m o- EV w m��a.:(oQQ LLLL­3Oa(nI.. ❑ CONSULTING ENGINEERING ASSOCIATES, INC. 8388 GUM HKMAY TAWA. n4RIDA 33028 PHONE (813) "a -CM EB 00003W2 PROJECT NUMBER: 13008 COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a a: J V Z CO) O a �V IL ov :3O C JO 0 J J LL w Z 0 � Z O � V CO W W w Z O N Z N t� Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/ML/SG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 P02 2 In J E 2 2 O 1 W v c0 rn N O a O ti CM M J Uu- Wm 0 W W F- W oC a Q Z _F-: Uz Z Y Of WryH J Z Q 0 N O � Z O M T O In O CO 1� ' Q cc,,)) E U tirnlNr°�D� 8 O LoLhc?I`"TtiN � 2' W O 10 O _ ONM �'W-O��oD � V (0 0 9 n E) N � U_ N _ O O O d N> O W co O f0 Z N A N t0 O) Q O = -J 15a EQ0 cn liii-`)oa.(D 0 97A CONSULTING ENGINEERING ASSOCIATES, INC. 8388 GUNN HKMAY TAMPA, FLORIDA 3W28 PHONE: (813) 448-OM EB 000OM2 PROD T NUMBIM 1300E COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. (_> Z = 0 z 0 cl) 00 J J LL w Z O = Z 0 c J C� a: >-V — roc _ a.Z _cr) W W a. W p NZN 0 Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/MUSG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS I AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 P5.1 Y I It. It �Ilg �_'_il _I I L- I — -— -- II i - - -L I fIl d; (O O CR 04 N 2 O d O ti M CO J •ry UL ocr- wm w F- LU a O z F- Uz � Z Y w_ F- Z H rz Q ti N M 0 M � Q M �E U m0���^a°'oU 0 �"'"I' LIP �� ONlot �� �(O O U e 0)coc 'O f0 O N e O LL 2 Nd = 0 r 0 N O 2 d ` > pp (D d O CL Jc AY a- E (A E w LL (L O a. cn F- o 7 CONSULTING ENGINEERING ASSOCIATES, INC. SM GUNN HKMAY TMrA, FLGRIDA 33026 PHON@ (813) 10-a= ® 000ON2 PRIMCT NUYBIM 130M COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. V Z W �V ov 0 o0 J L- Z Z O cwO J V �V �� a W W W z O N Z N V Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/MUSG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 P5.2 I I I I I I 1 11 1 11 1 1 1 -1 11 1 - - _ i — I -1]] I L- - I -- R -I -- -- WH 3"VTR f 1399 2" S-1 EWC-1 *CO-2 2" 2 3y CO-1 CO-2 3"VTR ;TO TP-2 FD-2 1 /2".''� CF-1 ....:...,:.............:. .... CF-1 '5^ 3" CO-1 2" I u I t'-1 CO-2 �` 1/2" FD-2 4" `" WH-1 PLUMBING ISOMETRIC DIAGRAMS NOT TO SCALE W tp CO 0 00 N O d O M M J ULL wm o Lu Ix w I_ W a act O z -17 v~i � C) z Y W_ H J Z H Q ti N O � Z M 0 M ~Q (O r, M n, O �ti��ti00QN E U U M N � W oco a r`CIDD -0 U t0 LL C07 0 f0 N LL 'dN co '2 O -pp � C p> It.9 m 0 0 fC Z J -ld o_ E v) LU cu rFA CONSULTING ENGINEERING ASSOCIATES, INC. 8365 GUNN HIGHWAY TAMPA. FLORIDA 33626 PHONE: (813) 448-0225 EB OOOO 62 PROJECT NUMBER: 13008 COPYRIGHT Q 2014 CONSULTING ENGINEERING ASSOCIATES, INC. 4" a: -1 a: 00 J V Z J W DU oV a o: O Cl 00 J U. Z J .. 0 � Z � _ 0.3 V �V =� ' H _ = CO 0- Z W W W O NZ N 0 Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/MUSG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 P6.1 ABBREVIATIONS • NOM AeeRlEvlU►TLIO S AND SYMBOLLS CMrALMM HBE IA AFF ABOVE FINISHED FLOOR AD ACCESS DOOR AHU AIR HANDLING UNIT A/E ARCHITECT/ENGINEER B BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BLDG BUILDING BS BIRD SCREEN IC CLG CEILING COMP COMPRESSOR CONC CONCRETE CONTR CONTRACTOR CFM CUBIC FEET PER MINUTE CEA CONSULTING ENGINEERING ASSOCIATES CU CONDENSING UNIT I" DET DETAIL DIA DIAMETER DIM DIMENSION DN DOWN DB DRY BULB DMSD DUCT MOUNTED SMOKE DETECTOR DISCH DISCHARGE E ELEV ELEVATION ENGR ENGINEER EQUIP EQUIPMENT EXH EXHAUST EA EXHAUST AIR EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE F FV FACE VELOCITY FT FEET FPM FEET PER MINUTE FLEX FLEXIBLE FC FLEXIBLE CONNECTOR G GA GAUGE H HD HEAD HC HEATING COIL HORIZ HORIZONTAL HP HORSEPOWER IL LVG LEAVING LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE M MBH 1000 BTU PER HOUR MECH MECHANICAL MEZZ MEZZANINE MOTDPR MOTORIZED DAMPER MT MECHANICAL TRADES N N IC NOT IN CONTRACT NTS NOT TO SCALE 0 CIA OUTSIDE AIR CAI OUTSIDE AIR INTAKE OAT OUTSIDE AIR TEMPERATURE P LBS/HR POUNDS PER HOUR PSI POUNDS PER SQUARE INCH PRESS PRESSURE PD PRESSURE DROP Q QTY QUANTITY R R REFRIGERANT RHG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RM ROOM REQ'D REQUIRED RA RETURN AIR RPM REVOLUTIONS PER MINUTE S SCH SCHEDULE SHT SHEET SV SOLENOID VALVE SPECS SPECIFICATIONS SP STATIC PRESSURE STRUCT STRUCTURAL SUCT SUCTION SA SUPPLY AIR T TEMP TEMPERATURE T THERMOSTAT TSP TOTAL STATIC PRESSURE TV TURNING VANE TYP TYPICAL U V W UL UNDERWRITERS LABORATORIES VAV VARIABLE AIR VOLUME BOX VI VIBRATION ISOLATOR VERT VERTICAL VOL VOLUME VD VOLUME DAMPER WB WET BULB SYSMBOLS IT MAY OR MAY NOT BE UM ON TM PROJECT NET INSIDE DIMENSION SIZE IN INCHES (PLAN DIM. FIRST) RADIUS TYPE ELBOW SQUARE TYPE ELBOW WITH TURNING VANES FLEXIBLE DUCTWORK VOLUME DAMPER FIRE DAMPER ® SUPPLY AIR DIFFUSER RETURN AIR GRILLE ® EXHAUST AIR GRILLE DENOTES DIFFUSER IDENTIFICATION `� 100 DENOTES CFM tix6 _� DENOTES NECK SIZE -LI-0- 1' DOOR UNDERCUT DUCT MOUNTED SD SMOKE DETECTOR, PROVIDED BY DIVISION 26, INSTALLED BY DIVISION 23. M❑ MOTORIZED DAMPER Tp THERMOSTAT ® HUMIDISTAT it TEMPERATURE SENSOR OH HUMIDITY SENSOR SP STATIC PRESSURE SENSOR ® AIR FLOW MONITOR DO HVAC CONTROL SYSTEM DIGITAL OUTPUT DI HVAC CONTROL SYSTEM DIGITAL INPUT AO HVAC CONTROL SYSTEM ANALOG OUTPUT AI HVAC CONTROL SYSTEM ANALOG INPUT GENERAL NOTES 1. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. PLANS SHALL NOT BE SCALED. 2. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DRAWINGS OR DIVISION OF THE SPECIFICATIONS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL SECTIONS TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS INSTALLED. 3. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT TIME OF PERMIT APPLICATION, AND AS REFERENCED IN THE CODE CRITERIA ON THIS SHEET. 4. SUBMIT FULL SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS (WHETHER OR NOT IT IS EXACTLY AS SPECIFIED) FOR REVIEW. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. FOR ALL EQUIPMENT, WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DRAWINGS, PROVIDE WITHIN THE SUBMITTAL. A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE CONTRACT DOCUMENTS. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL BIND SHOP DRAWINGS/CATALOG-CUTS IN THREE RING BINDERS WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. SUBMIT DRAWINGS AND CUT SHEETS FOR ALL PRODUCTS ALL AT ONE TIME INDEX ALL ITEMS TO THE PROJECT MANUAL OR DRAWINGS AS APPLICABLE SHOP DRAWINGS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL FOR ITEMS REVIEWED AND MARKED 'REJECTED' OR 'REVISE AND RESUBMIT', ONLY ONE ADDITIONAL SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED FOR THE DESIGN PROFESSIONAL TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE HOURLY RATE OF $150D0 WILL BE BILLED TO THE CONTRACTOR FOR THE PROFESSIONAL(S) TIME SPENT ON THE REVIEW. 5. DUCTWORK, AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF AIR DEVICES AND LOUVERS WITH ARCHITECTURAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. 6. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF 'SMACNA' DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST 'NFPA' 90A REQUIREMENTS. ALL DUCTWORK SHALL BE LEAK TESTED IN ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE COMPLETED BY THE TEST AND BALANCE COMPANY. DUCTS WITH A LEAKAGE RATE MORE THAN 2% WILL BE REJECTED. FABRICATE DUCTWORK TO THE FOLLOWING DUCT PRESSURE CLASS: DUCT PRESSURE CLASS OPERATING PRESSURE 2' WBF. OVER 1' UP TO 2' WG. DUCTWORK SHALL BE SEALED TO: APPLICABLE DUCT PRESSURE CLASS SEAL CLASS 2' W.G. AND BELOW C 7. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 8. SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL SEAL ALL DUCT JOINTS WITH HARDCAST. ALL SUPPLY AND RETURN AIR DUCTS SHALL BE INSULATED WITH BLANKET TYPE INSULATION WITH VAPOR BARRIER (MINIMUM R = 64 DUCT INSULATION SHALL BE LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE, SECTION 604. 9. ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE PROVIDE A ONE FOOT LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND BALANCE AGENCY IN IDENTIFYING ALL DAMPERS. IN AREAS WHERE THE FINAL DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE POWER BALANCING DAMPERS AS MANUFACTURED BY UNITED ENERTECH. PROVIDE DAMPER, BATTERY PACK, JACKS AND CAT5 CABLE AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. 10. ALL DUCT ELBOWS SHALL INCLUDE AIR FLOW DIRECTIONAL VANES AS PER 'SMACNA' DUCT CONSTRUCTION STANDARDS. SPLITTER VANES SHALL BE PROVIDED IN ALL ELBOWS AND DUCT OFFSETS WITH ANGLES BETWEEN 15 DEGREE AND 90 DEGREES AS PER FIG. 2-5 OF THE SMACNA MANUAL 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 11. PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT. 12. FOR SEALING OF FIRE DAMPER AND PIPE OR DUCT PENETRATION THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. THE PERIMETER OF DAMPER SLEEVE ANGLES SHALL BE SEALED WITH APPROVED CAULKING. ALL PIPE PENETRATIONS SHALL BE SEALED USING APPROVED UL DETAILS. ALL FIRE DAMPERS SHALL BE DYNAMIC TYPE. 13. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18' OF FIRE RATED WALLS. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL 14. FLEXIBLE BLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4' THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE OTHERMAFLEX' TYPE MAKE OR APPROVED EQUAL FLEXIBLE DUCT SHALL BE ATTACHED WITH `THERMAFLEX' WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 6'-O . 15. SMOKE AND HIGH TEMPERATURE PROTECTION OF MECHANICAL AIR DISTRIBUTION SYSTEMS. a. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED UNDER DIVISION 26 (ELECTRICAL) AT LOCATIONS INDICATED ON THE PLANS AND AS HEREIN SPECIFIED. DUCT DETECTORS SHALL COMPLY WITH UL 268A. b. MECHANICAL PLANS INDICATE THE APPROXIMATE LOCATION OF DUCT DETECTORS. ASSIST THE SMOKE DETECTOR INSTALLER IN LOCATING AND INSTALLING THE DETECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHEN RECOMMENDED CLEARANCES CAN NOT BE MAINTAINED, SIMULATE A SMOKE AIR FLOW TEST OF EACH DEVICE AND PROVIDE A COPY OF THE FIELD TEST TO THE OWNER'S REPRESENTATIVE. C. PROVIDE A MINIMUM 12' X 12' INSULATED AND DOUBLE GASKETED DUCT ACCESS DOOR ADJACENT TO EACH DUCT MOUNTED SMOKE DAMPER TO FACILITATE INSPECTION OF DUCT DETECTOR TUBES. ACCESS DOOR SHALL NOT REQUIRE TOOLS TO BE OPENED. 16. PROVIDE P-TRAPS AS PER DETAIL AT ALL CONDENSATE DRAIN LINE CONNECTIONS. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE (MIN 1/87/FOOT). INSULATE CONDENSATE DRAIN LINES WITH 3/4' THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. CONDENSATE DRAIN LINES TO BE COPPER. PAINT INSULATION WITH TWO COATS OF UV RESITANT WHITE ARMAFLEX PAINT. LINES SHALL BE ONE DIAMETER LARGER THAN THE UNIT DRAIN CONNECTION, BUT NOT LESS THAN 3/4 INCH. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION. THE FOLLOWING MINIMUM PIPE SIZES SHALL BE USED: EQUIPMENT CAPACITY MINIMUM PIPE DIAMETER UP TO 20 TONS 3/4' 17. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL AIR MOVING APPARATUS AND DUCTWORK RECOMMENDED WIDTH IS 4. 18. WHERE INDICATED ON DRAWINGS AND/OR EQUIPMENT SCHEDULES EXTERNAL STATIC PRESSURE IS DEFINED AS NOT INCLUDING LOSSES DUE TO UNIT MOUNTED FILTER(S), RETURN AIR PLENUM OR MIXING BOXES. THOSE LOSES SHALL BE PART OF THE EQUIPMENT INTERNAL LOSSES SAME AS THOSE CAUSED BY COILS, CABINET, ETC. 19. PROVIDE PAINTED GALVANIZED EXPANDED METAL GRILLE OVER ALL CONDENSER COILS. 20. ALL EQUIPMENT (FANS, AIR HANDLING UNITS, CONDENSING UNITS, ETC) SHALL BE LABELED WITH PLASTIC SIGNS, LAMINATED, ENGRAVED: 1/8' THICK BLANKS FOR SIGNS SHALL BE A MINIMUM OF 1 3/4' HIGH, WITH 1' HIGH LETTERS. LENGTH OF THE SIGN SHALL BE THE SUM OF THE LETTERS/NUMBERS PLUS 3/4' EACH END. SIGNS DESIGNATED FOR INSTALLATION ON THE OUTSIDE, IN OPEN AREAS, OR LOCATED IN A PROTECTED AREA THAT IS SUBJECT TO DIRECT SUNLIGHT, SHALL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. SUBMITTAL DATA INDICATING THE ABOVE WILL BE REQUIRED. 21. ALL WALL MOUNTED TEMPERATURE AND HUMIDITY SENSORS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 4'-0' ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT IN THE FIELD. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN INSULATED SUB -BASE. 22 RETAIN THE SERVICES OF A NEBB AND/OR AABC CERTIFIED TEST AND BALANCE AGENCY TO PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS. RECORD ALL DATA ON STANDARD 'AABC' OR OTHER APPROVED FORMS, AND SUBMIT TO CEA FOR REVIEW. 23. REFRIGERANT LINES SHALL BE SIZED AS PER THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS. PROVIDE SIZING AND ACCESSORY DATA WITH THE EQUIPMENT PACKAGE SUBMITTAL PIPING IS TO BE FILLED WITH DRY NITROGEN WHILE SOLDERING. TEST, CLEAN, AND DEHYDRATE PIPES AND PROVIDE CHARGE OF REFRIGERANT AS PER EQUIPMENT MANUFACTURER'S RECOMMENDATION. PROVIDE ALL NECESSARY VALVES, TRAPS, FILTER/DRYERS, SIGHT GLASS, ETC. AS REQUIRED FOR A COMPLETE AND READY TO OPERATE INSTALLATION. INCLUDE ACCESSIBLE SERVICE FITTINGS. 24. ALL REFRIGERANT PIPING INSTALLED UNDERGROUND OR UNDER FLOORS SHALL BE ENCLOSED IN AN 8 INCH PVC CONDUIT WITH LONG RADIUS ELBOWS. SEAL OPEN ENDS OF THE CONDUIT AFTER INSTALLATION OF REFRIGERANT PIPING. 25. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4' THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. INSULATION EXPOSED TO THE OUTSIDE ENVIRONMENT SHALL BE PAINTED WITH TWO COATS OF UV -RESISTANT WHITE ARMAFLEX PAINT. 26. PROVIDE ADEQUATE SERVICE SPACE AROUND AIR HANDLING UNITS, ELECTRIC DUCT HEATERS AND THE PULL SIDE OF FILTERS. SERVICE AREA SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. 27. ACCESS PANELS THAT MAY BE REQUIRED FOR INSPECTION OF DUCTWORK, PIPING, DUCT MOUNTED DEVICES OR PIPE MOUNTED DEVICES SHALL BE PROVIDED. 28. ALL NEW DUCTWORK SHALL NOT BE STORED IN UNCLEAN AREAS. PROTECT ALL DUCTWORK FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION, ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION DUST INSIDE DUCTWORK SYSTEM. IF EITHER OF THESE PROCEDURES IS NOT CONDUCTED, THE ENTIRE ASSOCIATED DUCTWORK SYSTEM AND MECHANICAL EQUIPMENT SHALL BE CLEANED TO THE OWNERS SATISFACTION. CODE CRITERIA NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3D12 AND THE STATE FIRE MARSHALL'S RULE THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. *FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - FBC 2010 FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 4D0 *FLORIDA FIRE PREVENTION CODE 2010 *FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (JANUARY 2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): *NFPA-70 (2008) NATIONAL ELECTRICAL CODE *NFPA-72 (2007) NATIONAL FIRE ALARM CODE *NFPA-90A (2009) STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS *NFPA-90B (2009) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS AMERICAN SOCIETY OF HEATING. REFRIGERATION AND AIR CONDITIONING ENGINEERS. INC. (ASHRAE): *ASHRAE GUIDELINE 4-2008 - PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS *ASHRAE STANDARD 62.1-2010 AND APPROVED ADDENDA - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY *ASHRAE STANDARD 126-2000 - METHOD OF TESTING HVAC AIR DUCTS HVAC DESIGN CRITERIA LOCATION ZEPHYRHILLS, FLORIDA OUTDOOR 'F TEMP DB/WB SUMMER INDOOR TEMP 'F DB/96RH WINTER INDOOR TEMP 'F DB SUMMER WINTER 75/50 70 91A1799 42.9 FLOOR INSULATION R=0 WALL INSULATION R=13.75 LOAD ROOF INSULATION R=26 CRITERIA GLASS TYPE U=028 SC=0.36 COORDINATION DRAWINGS PRIOR TO INSTALLATION AND FABRICATION OF HVAC AND PLUMBING WORK, CONTRACTOR SHALL SUBMIT DETAILED COORDINATION DRAWINGS AT 1/4' = T-0' SCALE. DRAWINGS ARE TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS: 1. DETAILED SHEET METAL DRAWINGS INDICATING ALL DUCTWORK, VOLUME DAMPERS, ACCESS DOORS, FIRE DAMPERS, GRILLES, REGISTERS AND DIFFUSERS, AIR HANDLING EQUIPMENT, PENETRATIONS THROUGH ROOF, FLOORS, ETC. 2 DETAILED PLUMBING INDICATING ALL PIPING (SANITARY, VENT, DOMESTIC WATER) LOCATIONS OF PLUMBING EQUIPMENT (INCLUDING EQUIPMENT FURNISHED BY OWNER), VENTS THROUGH ROOF, ACCESS DOORS, CLEANOUTS, ETC. 3. THESE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK FOR CHECKING FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS. THESE DRAWINGS ARE NOT TO BE CONFUSED WITH SHOP DRAWINGS. THEY ARE NOT SHOP DRAWINGS. THEY ARE A TOOL TO AIDE THE CONTRACTORS IN THE INSTALLATION OF THEIR SYSTEMS. 4. AFTER COORDINATION DRAWINGS ARE COMPLETED AND REVIEWED BY A/E, ANY ADDITIONAL WORK REQUIRED IN ANY OF THESE TRADES TO PROVIDE SYSTEMS THAT DO NOT CONFLICT WITH EACH OTHER OR WITH ARCHITECTURAL AND STRUCTURAL WORK SHALL BE PROVIDED BY THE CONTRACTOR AT NO COST TO THE OWNER, NOTES 1. THE NOTES SHOWN ON THIS SHEET APPLY TO GENERAL CONDITIONS OF HEATING, VENTILATING AND AIR CONDITIONING WORK REQUIRED FOR THIS PROJECT. 2. SPECIFICATIONS, PROJECT MANUALS AND DRAWINGS, REFER TO THIS SHEET FOR APPLICABLE REFERENCES. 3. THE DESIGN DRAWINGS OF ALL CATEGORIES AND TRADES (HEATING, VENTILATING AND AIR CONDITIONING, ARCHITECTURAL, STRUCTURALL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL) AND ALL SPECIFICATIONS AND SHOP DRAWINGS MUST BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. 4. TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION 105.13AA OF THE FLORIDA BUILDING CODE AND 633 FLORIDA STATUTES. DRAWING INDEX M0.1 HVAC LEGENDS, NOTES, AND SYMBOLS M5.1 HVAC FLOOR PLAN M6.1 HVAC SCHEDULES M7.1 HVAC DETAILS M8.1 HVAC CONTROL DIAGRAMS W rn CV d O 0 r- M UJ IL Wm D Lu �■■T� w w w cn Q z z U(D z Y Q w J z Q 0 04 o 01 o o m�Mr- z o U OtiCON�O 6 ci �` i r 0 E O T O `0 o N to ✓T N 1 w (6 CV-O"cS]''0 002t0LL C1 LL Z =� m0 (�a)0CD ca >' 0. m0a EU cc t0 cn w LLLL---)oacnHQ 0 ITF CONSULTING ENGINEERING ASSOCIATES, INC. 8385 GUNN HIGHWAY TAMPA. FLAFWA 33626 PHONE (813) 448-0225 E8 00003082 PROACT NUMBER 13008 COPYRIGHT QC 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: Q a: J (� Zcl) J0 z a.� L) o CC to ~ OJ 0 J J � LL w Z O =O Z C .a. i W W W Z O N Z N U Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/M L/SG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 MO.1 HVAC CODED NOTES: a1 PROVIDE 72X24 HURRICANE RATED LOUVER EQUAL TO RUSKIN MODEL ELF6375DXD WITH BIRD SCREEN. PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF LOUVER FOR OUTSIDE AIR DUCT CONNECTIONS. ARCHITECT TO SELECT LOUVER COLOR FROM MANUFACTURER'S STANDARD COLORS. CONTRACTOR TO SUBMIT PHYSICAL SAMPLES WITH SUBMITTALS. �2 PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF AIR HANDLING UNIT FOR RETURN AND OUTSIDE AIR DUCT CONNECTIONS. 3❑ REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF AIR HANDLING UNIT. ® SPACE FOR HVAC CONTROLLERS. LOCATION FOR HVAC CONTROL COMPUTER. �5 COORDINATE LOCATION OF SIDEWALL GRILLES IN THIS ROOM WITH ELECTRICAL GEAR. DO NOT LOCATE GRILLES DIRECTLY ABOVE ELECTRICAL GEAR. © BLANK OFF BACK SIDE OF SIDEWALL GRILLE WITH SHEET METAL AND INSULATION. GRILLE PROVIDED FOR AESTHETICS ONLY. 7❑ DIFFUSER RUNOUT DUCT SIZE TO MATCH DIFFUSER NECK SIZE. ® REFER TO VAV BOX SCHEDULE ON SHEET M6.1 FOR INLET DUCT SIZE. �9 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF VAV BOX. 10 PROVIDE 24X24 HURRICANE RATED LOUVER EQUAL TO RUSKIN MODEL ELF6375DXD WITH BIRD SCREEN. PROVIDE A 24" DEEP EXTERNALLY INSULATED SHEET METAL PLENUM BOX ON BACK SIDE OF LOUVER FOR OUTSIDE AIR DUCT CONNECTIONS. ARCHITECT TO SELECT LOUVER COLOR FROM MANUFACTURER'S STANDARD COLORS. CONTRACTOR TO SUBMIT PHYSICALS SAMPLE WITH SUBMITTALS. 11 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF INLINE EXHAUST FAN. PROVIDE CEILING ACCESS PANEL. 12 PIPE CONDENSATE TO FLOOR DRAIN CONNECTED TO THE STORM SYSTEM, REFER TO PLUMBING DRAWINGS. 13 ROUTE REFRIGERANT PIPING FROM AIR HANDLING UNITS TO CONDENSING UNITS IN SEPARATE 8"0 PVC SLEEVES. PROVIDE LONG RADIUS ELBOWS AT ALL CHANGES OF DIRECTION. SEAL OPEN ENDS OF PVC SLEEVE WITH EXPANDABLE FOAM INSULATION. TRIM EXCESS FOAM FOR A NEAT APPEARANCE. PAINT ALL REFRIGERANT PIPING INSULATION EXPOSED TO THE EXTERIOR WITH TWO COATS OF WHITE, UV RESISTANT ARMAFLEX PAINT. 14 REFER TO DETAIL ON SHEET M7.1 FOR SUPPORT OF CONDENSING UNIT. HVAC SITE PLAN 11. .ba ui c4 rn OR N a O 0 M M CU J ILL. Wm w w Q z z U(D z Y w_ J z Q 0 v N o M c- 0)o o� r O v M O CO z _O v^Cti000 E o . U O 46Mr-�9N00 a' N o c-0 'I,' o a) 0 O 0 0)N o i6 w U_ IL (Q coO r f0 i 72 N— O 7E m M a) O 0 L �_ Z LL O cn c O o c6 Cc>' 0 a co (D C o? Z U lili�0M0E- � uj 0 17FA CONSULTING ENGINEERING ASSOCIATES, INC. 8355 GUNN HIGHWAY TAMPA, FLORDA 3X26 PH0W_ (M) 4Q-0225 EB 000033062 PROJECT NUMBER: 13005 COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a a: J (� z � JO z W m ov a.V mo o v�°C ~ Jcl J J � LL w0 Z 0 a: a. W W w z O N Z N U Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/ML/SG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M5,1 1' jI1 I 1 lip.1 I1111 11 11 I I I __ 1 11 IT, VARIABLE AIR VOULME BOX WITH ELECTRIC HEAT SCHEDULE MARK --- VAV-1-1 VAV-1-2 VAV-1-3 VAV-1-4 VAV-2-1 VAV-2-2 VAV-2-3 VAV-2-4 MAXIMUM AIRFLOW CFM 580 895 1630 1340 1015 520 1125 1225 MINIMUM AIRFLOW CFM 290 450 815 670 510 260 565 610 ADP AT MAX COOLING IN WG 0.01 0.01 0.01 0.01 0.01 0.05 0.01 0.01 MAX DIS NC NC 27 -- -- -- -- 24 -- -- MAX RAD NC NC 24 25 22 24 23 21 23 24 INLET DUCT CONNECTION SIZE IN 8 8 12 10 9 7 9 10 ELECTRIC STRIP HEAT KW STEPS 3 1 4 1 8 1 6 1 5 1 3 1 5 1 5 1 ELECTRICAL V PH HZ 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 MANUFACTURER --- PRICE PRICE PRICE PRICE PRICE PRICE PRICE PRICE MODEL --- SDV5 SDV5 SDV5 SDV5 SDV5 SDV5 SDV5 SDV5 NOTES --- ALL ALL ALL ALL ALL ALL ALL ALL NOTES: 1. ALL VAV BOXES TO BE SELECTED AT A MAXIMUM INLET STATIC PRESSURE OF 1.0 IN WG. 2. ALL VAV BOXES TO BE PRESSURE INDEPENDENT. 3. NOISE CRITERIA (NC) ESTIMATE CALCULATED USING THE FOLLOWING TRANSFER FUNCTIONS: DISCHARGE: ARI 885-98; RADIATED: ARI 885-98 MINERAL FIBER. 4. PROVIDE SINGLE WALL BOX WITH INTERNAL FOIL FACE FIBERGLASS INSULATION. 5. CONTROLS CONTRACTOR TO PROVIDE CONTROLLERS TO VAV BOX MANUFACTURER FOR FACTORY MOUNTING. 6. VAV BOX MANUFACTURER TO PROVIDE FACTORY 24 VOLT STEPDOWN TRANSFORMER INSIDE VAV BOX FOR CONTROLS POWER 7. PROVIDE FACTORY DISCONNECT. CONNECTIONS. FAN SCHEDULE MARK --- EF-1 SERVICE --- EXHAUST AIR AIR QUANTITY CFM 550 EXT. STATIC PRESSURE IN WG 0.5 FAN TYPE --- INUNE DRIVE --- BELT SONES --- 5.1 MOTOR HP 1 6 FAN SPEED RPM 831 ELECTRICAL V PH HZ 120 1 60 MANUFACTURER --- COOK MODEL --- 165SQN-HP NOTES --- ALL NOTES: 1. DISCONNECT FURNISHED AND INSTALLED BY DIVISION 26. 2. PROVIDE BACKDRAFT DAMPER. 3. PROVIDE MOTOR BELT GUARDS. SERVICE SUPPLY AIR SUPPLY AIR RETURN AIR RETURN AIR EXHAUST AIR DESCRIPTION SQUARE PLAQUE DIFFUSER WITH ROUNDNECK DOUBLE DEFLECTION GRILLE NTH ADJUSTABLE BLADES EGG CRATE GRILLE WITH " » SINGLE DEFLECTION GRILLE EGG CRATE GRILLE WITH 1 2"X1 2"X1 2" CORE MATERIAL ALUMINUM AWMINUM ALUMINUM ALUMINUM ALUMINUM FINISH WHITE WHITE MITE MITE WHITE DAMPER RADIAL OPPOSM RLADE opposm RIAnF OPPOqFD MADE OPPOSED MANUFACTURER PRICE PRICE PRIr.F PRIQF -BLADE PRICE GENERAL NOTE: PROVIDE FRAMES AS REQUIRED BY CEILING CONSTRUCTION SHOWN ON ROOM FINISH SCHEDULE. REFER TO ARCHITECTURAL PLANS. DIRECT EXPANSION AIR HANDLING UNIT SCHEDULE MARK --- AHU-1 AHU-2 COOLING TOTAL CAPACITY BTUH 174,000 160,000 SENSIBLE CAPACITY BTUH 116,360 101,610 TOTAL MAXIMUM AIR FLOW CFM 4,445 3,885 TOTAL MINIMUM AIR FLOW CFM 1350 1350 OUTSIDE AIR FLOW CFM 780 630 EXTERNAL STATIC PRESSURE IN WG 1.5 1.25 TOTAL STATIC PRESSURE IN WG 3.64 3.40 ENT. AIR TEMP DB WB DEG F DEG F 77.50 66.20 77.50 66.00 LVG. AIR TEMP DB WB DEG F DEG F 53.64 53.29 53.64 52.52 COOLING COIL MIN MAX ROWS FINS PER INCH 4 156 4 100 COOLING COIL MAX FACE VEL. IFPM 445 486 COOLING COIL MAX PRESS. DROP IN WG 0.58 0.50 HEATING LOCATION --- NONE - IN VAV BOXES NONE - IN VAV BOXES UNIT DRIVE --- BELT BELT FAN TYPE --- PLENUM PLENUM FAN SPEED RPM 2816 3117 FAN MOTOR HP BHP 7.50 6.08 7.50 4.92 FAN FLA AMPS 22.40 22.40 FAN MCA AMPS 28.00 28.00 FAN MOCP AMPS 50.00 50.00 FAN ELECTRICAL V PH HZ 208 3 60 208 3 60 DISCHARGE SOUND POWER PER ARI 260 ® 250 Hz DB 82 84 INLET + CASING SOUND POWER PER ARI 260 ® 250 Hz DB 88 88 CASING SOUND POWER PER ARI 260 ® 250 Hz DB 74 75 DUCTED INLET SOUND POWER PER ARI 260 ® 250 Hz DB 83 84 FILTER MERV 8 AND 11 COMBO 8 AND 11 COMBO WEIGHT LBS 1422 1204 MANUFACTURER --- TRANE TRANE MODEL --- CSAA010 CSAA008 NOTES --- ALL ALL NOTES: 1. PROVIDE SINGLE POINT POWER CONNECTION. 2. PROVIDE VARIABLE FREQUENCY DRIVE WITH FUSED DISCONNECT SWITCH AND BYPASS FOR FAN. 3. PROVIDE 2" SOLID GALVANIZED STEEL DOUBLE WALL CONSTRUCTION. 4. PROVIDE 6" BASE RAIL. 5. PROVIDE STAINLESS STEEL DRAIN PAN, POSITIVELY SLOPED IN TWO DIRECTIONS. 6. PROVIDE BELT DRIVE PLENUM FAN. 7. PROVIDE EXTENDED LUBRICATION FITTINGS FOR FAN BEARINGS. 8. PROVIDE STAINLESS STEEL COIL CASINGS. 9. PROVIDE INTERTWINED COOLING COIL. 10. SOUND DATA SHALL BE AHRI 260 CERTIFIED. AMCA 300 SOUND DATA IS NOT ACCEPTABLE. 11. UNIT TO INCLUDE DWYER MAGNAHELIC FILTER GUAGES ON FILTERS. DIRECT EXPANSION AIR COOLED CONDENSING UNIT SCHEDULE MARK --- CU-1A CU-113 CU-2A CU-213 CAPACITY BTUH 87,000 87,000 80,000 80,000 AMBIENT TEMP. DEG F 95 95 95 95 SUCTION TEMP. DEG F 47.00 47.00 41.50 41.50 REFRIGERANT TYPE --- R-410A R-410A R-410A R-410A NO. OF CIRCUITS --- 1 1 1 1 UNLOADING STEP MIN NA NA NA NA COMPRESSOR NO. 1 1 1 1 COMPRESSOR (RLA EACH AMPS 25 25 25 25 COMPRESSOR (LRA EACH AMPS 164 164 164 164 CONDENSER FAN NO./HP 1 0.50 1 0.50 1 0.50 1 0.50 CONDENSER FAN (FLA EACH AMPS 3.10 3.10 3.10 3.10 EER --- 12.40 12.40 12.40 12.40 TOTAL UNIT MCA AMPS 34.40 34.40 34.40 34.40 TOTAL UNIT MOCP AMPS 45.00 45.00 45.00 45.00 ELECTRICAL V PH HZ 208 3 60 208 3 66 208 3 60 208 3 60 WEIGHT LBS 298 298 298 298 MANUFACTURER --- TRANE TRANE TRANE TRANE MODEL --- TTA090 TTA090 TTA090 TTA090 NOTES --- ALL 2.3 ALL 2,3 NOTES: 1. PROVIDE HOT GAS BYPASS FROM LEAD COMPRESSOR TO EVAPORATOR INLET. 2. REFRIGERANT LINES TO BE SIZED PER MANUFACTURER'S SPECIFICATIONS. 3. DISCONNECT PROVIDED BY DIVISION 26. Building: ZEPHRYHILLS LIBRARY System Tag/Name: AHU-1 Operating Condition Description: Units (select from pull -down list) Inputs for System COOLING MODE IP w Name Units o diversity System w/ diversity Diversity System ASHRAE STANDARD 62.1-2010 OUTSIDE AIR CALCULATION Floor area served by system As sf 4,005 Population of area served by system Design primary supply fan airflow rate OA req'd per unit area for system (Weighted average) OA req'd per person for system area Weighted average) Ps P Vpsd cfm Ras cfm/sf Rps cfm/p 25 D 4,445, 0.11 5.0 100% 25 1 100ffl 4,445 Percent increase in Vbz over minimum required 07- Inputs for Potentially Critical zones 111 ADULT COLLECTION 110 COMPUTER 112 ADULT READING 114 TEENS 115 STUDY 116 STUDY 117 ELECTRICAL 118 MECHANICAL 109 CHILDREN'S COLLECT. Zone Name Zone Tag 1 2 3 4 5 6 7 8 22 Libraries Libraries Libraries Libraries Offices ace Offices ace Electrical eguil2ment Electrical a ui ment Libraries Occupancy Category 1,028 657 922 201 91 153 98 241 614 Floor Area of zone Az sf 10 16 8 6 2 4 0 0 13 Design population of zone Design total supply to zone (primary plus local recirculated) Pz P Vdzd cfm 740 1,630 380 225 100 190 430 150 600 Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit, Dual Fan Dual Duct or Transfer Fan? 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 Frac. of local recirc. air that is representative of system RA Er Inputs for Operating Condition Analyzed 100% 100% 100% 100% 100% 100% 100% 100% 100% Percent of total design airflow rate at conditioned analyzed Ds % 10070 CS CS CS CS CS CS CS CS CS Air distribution type at conditioned analyzed 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Zone air distribution effectiveness at conditioned analyzed Ez 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 1 1.00 1 1.00 Primary air fraction of supply air at conditioned analyged EP Results System Ventilation Efficiency Ev 0.73 Outdoor air intake required for system Vot cfm 780( 780 CFM PROVIDED Outdoor air per unit floor area Outdoor air per person served by system (including diversity) Vot/Ascfm/sf Vot/Pscfm/p 0.19 31.2 Outdoor air as a % of design primary supply air Ypd % 11 BUILDING AIR BALANCE SUMMARY WHEN CO2 LEVELS DO NOT EXCEED LIMITS MARK OUTSIDE AIR FLOW CFM EXHAUST AIR FLOW CFM AHU-1 465 --- AHU-2 375 --- EF-1 --- 550 BUILDING TOTAL 840 550 290 CFM POSITIVE BUILDING AIR PRESSURE BUILDING AIR BALANCE SUMMARY WHEN CO2 LEVELS EXCEED LIMITS MARK OUTSIDE AIR FLOW CFM EXHAUST AIR FLOW CFM AHU-1 780 --- AHU-2 630 --- EF-1 --- 550 BUILDING TOTAL 1410 550 860 CFM POSITIVE BUILDING AIR PRESSURE Building: ZEPHRYHILLS LIBRARY System Tag/Name: AHU-2 Operating Condition Description: COOLING MODE Units (select from pull -down list) IP Inputs for System w Name Units o diversity System w/ diversit Diversity S tem ASHRAE STANDARD 62.1-2010 OUTSIDE AIR CALCULATION Floor area served by system As sf 3,918 Population of area served by system Design primary supply fan airflow rate OA req'd per unit area for system (Weighted average) OA req'd per person for system area Weighted average) Ps P Vpsd cfm Ras cfm/sf Rps cfm/p 41 D 3,885 0.07 5.0 100% 41 1 002q 3,885 Percent increase in Vbz over minimum required 0% Inputs for Potentially Critical zones 125 BOOK RETURN 123 STAFF TOILET 121 STORAGE 120 DIRECTOR'S OFFICE 119 CIR TECT SERVICES 124 STAFF LOUNGE 122 STORAGE 100 LOBBY 106 NEW BOOKS 1058 STORAGE 105A GALLEY 106 MEETING ROOM 108 SERVICE DESK 107 BUSINESS CENTER Zone Name 9 10 11 12 13 14 15 20 21 23 24 25 26 27 Zone Tag Storage rooms Storage rooms Offices ace Offices ace Offices ace Break rooms Stora a rooms Lobbies Libraries Storage rooms Break rooms Multipurpose assembj_y Offices ace Offices ace Occupancy Category 68 72 66 128 629 148 94 925 570 46 115 658 292 107 Floor Area of zone Az sf 0 0 0 1 1 4 0 0 4 0 2 36 3 1 Design population of zone Pz P 50 25 25 100 450 300 65 545 580 25 235 965 345 175 Design total supply to zone (primary plus local recirculated) Vdzd cfm Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit Induction Terminal Unit, Dual Fan Dual Duct or Transfer Fan? 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 Frac. of local recirc. air that is representative of sygtem RA Er Inputs for Operating Condition Analyzed 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Percent of total design airflow rate at conditioned analyzed Ds % 100 CS CS CS CS CS CS CS CS CS CS CS CS CS CS Air distribution type at conditioned analyzed 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Zone air distribution effectiveness at conditioned analyzed Ez Primary air fraction of supply air at conditioned analyzed EP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Results System Ventilation Efficiency Ev 0.78 Outdoor air intake required for system Outdoor air per unit floor area Outdoor air per person served by system (including diversity) Vot cfm Vot/Ascfm/sf Vot/Pscfm/p 629 0.16 15.3 630 CFM PROVIDED Outdoor air as a % of design primary supply air Ypd % 16% v rn OR N 0- O 0 III- M C)LL W D M W of w w o_ U) act o z o% 0(DZ Y Q o' w_ J z Q 0 v N o M <- 0 O o , o, co co "' Z O Q 1­_20 E U orot�4�cfl 0 0) 5 00 ?+ o w U_ N N = -2 M to- � � co a)> o ` �; @ � LL O a� 0 (D°' ca CO U E �° cD LL LL a BA H w o qi% CONSULTING ENGINEERING ASSOCIATES, INC. a365 cA116.1 HWWAY TAWA. FLOWA =26 PHONE (813) 448-=5 ® OO003N2 PROD T NUAI 13M COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a a: VZ � Jp Z W m H CLU D ov oC Cna: ~ O0p O _1 .1 � LL w Z O =oJ� Z c W W W Z O N Z N U Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/MUSG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS I AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M6.1 I IN— LINE FAN — CEILING MOUNTED FAN TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONVECTING DUCTWORK OR CQUNG. ATTACH TO BUILDING STRUCTURE.—� 3/8' THREADED ROD. VERIFY WITH FAN MANUFACTURER FOR FAN WEIGHT. PROVIDE SPRING ISOLATORS —� FOR ALL FANS. IN-UNE FAN. TRANSITION INLET AND OUTLET DUCT AS REQUIRED TO CONNECT FAN. AIRFLOW / PROVIDE MOTOR/BELT GUARD. PROVIDE ADEQUATE SERVICE ACCESS AS REQUIRED. REFER TO MANUFACTURERS SPECIFICATIONS. PROVIDE A MINIMUM OF FOUR ANGLES OR FACTORY MOUNTING BRACKET(S) FOR HANGING ROD ATTACHMENT. PROVIDE 4' FLEXIBLE CONNECTOR AT INLET AND OUTLET CONNECTION OF FAN. AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. REV: 12-28-04 ND-0447 DUCT ACCESS DOORS BUTT HINGE 1' x 1, OR PIANO HINGE LOCK TYPE 1 FRAME 2 FRAME 3 SASH LOCK HINGE POS. 2 HINGE POS. 3 VIEW PORT FRAME 1 HINGE IF SPECIFIED E POSITION 1 DOOR FRAME 1 LOCK TYPE 1 DUCT EXTERIOR FRAME 2 / ON INSULATED DUCT SPOT DOOR WELD EXTENSION COLLAR 1-1/4' TO DOOR FRAME OR FORM INSULATION t AS A SINGLE UNIT. GASKET DUCT DUCT GASKET .!_L_LLLd FRAME TYPE 4 VIA DOOR C/ OTHER ARRANGEMENTS THAT SATISFY BRASS CAM LOCK FUNCTIONAL REQUIREMENTS ARE ACCEPTABLE MAX DIM. NO. HINGES NO. HANDLES GAUGE DOOR BACK 12x12 2 1 26 26 24 16x20 2 2 24 26 22 2424 3 2 22 26 22 0 O U Y m 6 a. v 0 N v 6 0 0 a GENERAL NOTES TYPE OF LOCKS SHALL BE DETERMINED BY CLEARANCE REQUIRED FOR REMOVAL OF DOOR USE HINGED DOORS WHEREVER DOORS CAN BE FULLY OPENED AND DOOR SWING DOES NOT INTERFERE WITH ADJACENT OBSTRUCTIONS. 3NGLE DUCT VAV TERMINAL W/ ELECTRIC FEAT ` VAV BOX TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DUCTWORK OR CEIUNG. ATTACH TO BUILDING STRUCTURE.—� 1/4' THREADED ROD. VERIFY WITH VAV MANUFACTURER FOR UNIT WEIGHT. PROVIDE A MINIMUM OF FOUR ANGLES OR FACTORY MOUNTING BRACKET(S) FOR HANGING ROD ATTACHMENT. PROVIDE ISOLATOR BUSHINGS AT RODNAV CONNECTION. AIRFLOW J PROVIDE DUCT TRANSITION AS REQUIRED. PROVIDE SERVICE ACCESS FOR CONTROL BOX AND ELECTRIC HEAT SECTION AS REQUIRED. REFER TO -\ MANUFACTURERS / SPECIFICATIONS. REFER TO VAV SCHEDULE FOR HIGH PRESSURE SUPPLY DUCT SIZE DUCT SHOULD NOT MAKE ANY SEVERE TRANSITIONS OR TURNS. AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. REV. 12-28-04 MD-0448 VOLUME DAMPERS FOR DUCTWORK WING NUT 2' STAND-OFF ROD CONTINUOUS FOR INSULATED ON 2' WG6 CLASS DUCTS AND ON ALL ARM DAMPERS OVER 12' DIAMETER e L DUCT ROUNFD DOPER F TWO BLADE AFFIANGEME �D 3/8' QUADRANT DUCT BEARING OPTION 1/2' QUADRANT DUCT 3/8' PIN 1/2' ROD -PIN FOR SINGLE BLADE DAMPERS 22 GA. BLADE 16 GA. BLADE 1/8' CLEARANCE ALL AROUND WCLEARANCE ALL UP TO 18' (`NFRAL NOTE• AROUND OVER 4' HIGH USE 19' TO 48' FIG A MULTIPLE BLADES FIG. e STIFFEN AS REQUIRED r o o O 6 10 v OUTSIDE INSIDE END BEARING END BEARING FIG A OR.B REQUIRED ON 2' WjG6 SIDE ELEVATION CLASS DUCT. OPTIONAL ON OTHERS. CONSULTING ENGINEERING ASSOCIATES. INC. I REV: 08-07-01 MD-0508 RECTANGLAR DUCT HANGERS MINIMUM SIZES MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALE OF 10 FT. SPACING 8 FT. SPACING 5 FT. SPACING 4 FT. SPACING DUCT PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD P 2 = 7T P x 22 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' P 2 = 9W 1' x 18 GA. 3/8' V x 20 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' P = 2 120' 1' x 16 GA. 3/8' 1' x 18 GA. 3/8' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' P 2 15' x 16 GA. 1/2' 1' x 16 GA. 3/8' 1' x 18 GA 3/8' 1' x 18 GA. 3/8' P = 192' 2 1/2' 15 x 16 GA. 10 1' x 16 GA. 31W 1' x 16 GA. 3/8' P = 193' UP 2 SPECIAL ANALYSIS REQUIRED WHEN STRAPS ARE LAP JOINED SINGLE HANGER USE THESE MINIMUM FASTENERS: MAXIMUM ALLOW. LOAD 1' x A 20, 22 GA. - TWO #10 1' x 22 GA. - 260 LBS. 1/4 DIA. 270 LBS. 1' x 16 GA. - TWO 1/4' DIA. Y x 20 GA. - 320 LBS. 3/8 DIA. 680 LBS. Ir x 16 GA. - TWO 3/8' DIA 1' x 18 GA. - 420 LBS. 1/2 DIA 1250 MS. PLACE FASTENERS IN SERIES, V x 16 GA. - 700 LBS. 5/8 DIA 2000 LBS. NOT SIDE BY SIDE 1'S' x 16 GA. - 1100 LBS. 3/4 DIA. 3000 LBS. NOTES: 1. DIMENSIONS OTHER THAN GAGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 05 LB/SF INSULATION WEIGHT & NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADSI 3. CONSULT AISI UGHT GAGE STEEL DESIGN MANUAL AND AISC STEEL CONSTRUCTION MANUAL FOR CRITERIA FOR DESIGN OF OTHER HANGERS. 4. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL 5 ALLOWABLE LOADS USTED ASSUME THAT DUCTS ARE 16 GA. MAXIMUMA. CONSULTING ENGINEERING ASSOCIATES, INC. REV. 08-07-01 MD-0511 CONDENSING UNIT ON GRADE PROVIDE CONDENSER FAN GUARD ALL SCREWS SHALL BE #14 GASKETED WASHER STAINLESS STEEL SCIEW8. CONDENSING UNIT PROVIDE CONDENSER COIL GUARDS "—PROVIDE CONTINUOUS 22 GAUGE STAINLESS STEEL STRAPS (THREE PER SIDE) T THICK NEOPRENE PAD(S) EXISTING CONCRETE PAD REMAIN. CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-10-04 MD-0444 TURNING VANES AND VANE RUNNERS VMIR 24 ANES GA I MIN. GA VANES �o CHANNEL, WITH VANES 46* 46* TACKED IN FOR HIGH RUNNER VELOCITY APPLICATION SINGLE VANE WITH Q. 3/4' TRAIUNG EDGE RUINER FLAT GA TYPE 2 in P O cn'O 45' 45'RUNNER TYPE 1 1 1/2' Q SP = 1 10 MIN. SCREW EVE.. 6TH VANE SINGLE VANE SCHEDULE SIZE R SP GA. SMALL 2' 1-1/2' 24 LARGE 4-117 3-1/4' 22 LT, SCREW, OR LD TO DUCT 46' 45' GENEB6 NOTES:- P DOUBLE VANE FOR DUCTS GREATER THAN 18' x 18' SINGLE VANE FOR DUCTS UP TO 18' x 18' CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 08-07-01 MD-0507 LOWER HANGER ATTACHMENTS 25 2'x1/4' ANGLES TRAPEZE HANGERS 16 GA. x 1' WIDE STRAP OR ANGLE STRAP HANGERS 3/g� ROp MAX N SPACING SIZE BOLT(S) FOR LOAD 5/8' DIA. MIN. 2W xl/4' ANGLES '10 SM SCREWS MIN. 270t1/4' ANGLES LOAD RATED SPAN 2 JOISTS FASTENERS SUNG 7\ AVOID DISRUPTION HANGER STRAP OF INSULATION ROD BAND OF SAME SIZE PREFERRED � AS HANGER STRAP TRAP ATTACHMENT HANGER RODS OR STRAPS ANGLES 250x1/4' L NUT (T'YP) ALTERNATE LOCATI HANGERS FOR STACKED DUCTS GENERAL NnTFS� REINFORCEMENT MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. BAND DO NOT EXCEED LOAD RATING FOR METHOD USED. CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 08-07-01 MD-0512 AHU CONDENSATE DRAIN PIPING SLOPED DRAIN PAN PROVIDED WITH UNIT CONDENSATE DRAIN CONNECTION TO UNIT AIR HANDLING UNIT DIELECTRIC UNION BRASS CLEANOUT PLUG COPPER TYPE L N41— TOTAL A HEIGHT MUST EQUAL OR OF EXCEED TOTAL COIL TRAP B STATIC PRESS. (4' MIN) REFER TO MECHANICAL SCHEDULES DEEP SEAL TRAP POSITIVE STATIC PRESSURE (BLOW-TF#iU1 A= AT LEAST ONEW INCH PLUS CASING STATIC PRESSURE B= AT LEAST ONEW INCH TOTAL HEIGHT OF TRAP-- A+"IS x PIPE DIA) NEGATIVE STATIC PRESSURE (DRAW-THRU) A= ONE HALF (10 B B= AT LEAST ONE (1) INCH PLUS CASING STATIC PRESSURE TOTAL HEIGHT OF TRAP-- A+B+(15 x PIPE DIA) CONSULTING ENGINEERING ASSOCIATES, INC. REV. 09-24-01 MD-0211 FIVE— SIDED RETURN GRILE PLENUM BOX AIRFLOW TURNING VANES RETURN DUCT TO CONNECT TO TOP OR SIDE OF FIVE -.SIDED PLENUM BOX REFER TO FLOOR PLANS FOR SIZE. PAINT INSIDE OF BOX PROVIDE FIVE -SIDED, EXTERNALLY WITH TWO COATS OF INSULATED PLENUM BOX FOR FLAT BLACK PAINT. IlkRETURN DUCT CONNECTION TO � GRILLE FIRE DAMPER MOUNTING AT WALL PENETRATIONS (NOTES) CODED 01 NOTESL PROVIDE PHILLIPS #81 WoM UL j5W APPROVED FIRE DAMPER RATED AT 1-V2 HOURS (OR TO MATCH RATING OF WALL PENETRATION). O2 FUSIBLE UNK O3 SECURE THE DAMPER TO THE COLLAR WITH 1/4' DIAMETER STEEL BOLTS 6' ON CENTER ® PROVIDE 2 X 3 X 0 GAUGE CONTINUOUS ANGLES AROUND THE OPENING, O5 PROVIDE BREAKAWAY CONNECTION TO FACTORY FIRE DAMPER SLEEVES. © PROVIDE AN EXPANSION GAP ON TOP AND SIDE OF FIRE DAMPER SLEEVES SIZED AT THE RATE OF 1/8' PER UNEAR FOOT OF THE TOP AND 1/8' PER UNEAR FOOT OF THE SIDE DIMENSIONS. O7 PROVIDE A BREAKAWAY DUCT CONNECTION PER MANUFACTURERS INSTALLATION INSTRUCTIONS. DO NOT INSTALL SCREWS IN BREAKAWAY JOINT. ® PROVIDE A 12' X 12' INSULATED PAN TYPE ACCESS DOOR WITH A FIBERGLASS GASKET, 2 - 2' BRASS PLATED STEEL HINGE AND ONE BRASS PLATED STEEL CAM TYPE LOCK NATIONAL CONTROLLED AIR ADR-1 IS ALSO ACCEPTABLE VERIFY ACCESS DOOR LOCATION. WHERE 12' X 12' DOOR IS TOO LARGE FOR DUCT, PROVIDE 12' LONG X FULL DUCT WIDTH SIZED DOOR O9 STOP INSULATION AT ANGLE ® 1' ANGLE OVERLAP OF STRUCTURAL FRAMING. �1 USE JS STEEL METAL SCREWS W ON CENTER. ® MINIMUM FIRE DAMPER SIZE SHALL BE 10' X 10'. MECHANICAL CONTRACTOR IS TO PROVIDE DUCTWORK TRANSITION AT ALL FIRE DAMPERS AS REQUIRED. ® MAXIMUM AIR PD. THRU FIRE DAMPER SHALL BE 0.12' wa CONSULTING ENGINEERING ASSOCIATES, INC. REV: AR HANDLING UNIT SUPPORT —FLOOR MOUNTED PAN TO EXTEND A MINIMUM OF 6' PAST CONDENSATE UNIT IN ALL DIRECTIONS. PIPING, I INGU� CONDENSATE DRAIN PIPING 6' AHU BASE � DETAIL RAIL. TYPICAL � FLOAT SWITCH 1' THICK 6' THICK NEOPRENE PAD, CONCRETE PAD TYPICAL � FLOOR ;•.:�.ti, ' ° i .. . •' ,•:..... j48DEEP ONDARY e.•.IN PAN . ; : • CONSULTING ENGINEERING ASSOCIATES, INC. REV. 09-10-04 MD-0445 FLEXIBLE P DUCTWORK ` SUSPEND ELBOW FROM STRUCTURE CONICAL SPIN -IN FITTING WITH VOLUME EXTRACTOR AND BALANCING DAMPER MAXIMUM FLEXIBLE DUCT LENGTH IS 6 FEET. THE TOTAL EXTENDED LENGTH SHALL NOT EXCEED 5% OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED. WHERE DUCT RUNOUT EXCEEDS 6 FEET, RIGID ROUND DUCT WITH EXTERNAL INSULATION AIR TIGHT SEAL SHALL BE USED ON / i DUCT CLAMP DISTANCE OVER 6 FEET. DRAW BANDS TIGHT WITHOUT CRUSHING DUCT, TRIM BANDS AFTER TIGHTENING \ / PROVIDE A FLDUBL.E SUPPORT SYSTEM, T HERMAFLD(, FLEXFLOW ELBOW. INSULATED FLEXIBLE DUCT AIR TIGHT SEAL DUCT CLAMP / \ 1-1/2' INSULATION WITH VAPOR BARRIER COVERING TOP SIDE OF DIFFUSER FROM NECK TO CEIUNG AND SEALED TO DUCT INSULATION. CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-24-01 lug-0527 FIRE DAMPER MOUNTING AT WALL PENETRATIONS (DAMPER SHALL BE DESIGNED FOR HORIZONTAL, SIDE OR VERTICAL PROVIDE DYNAMIC STYLE DAMPER MOUNTING AND LABELED BY MANUFACTURER) 5/8' GYPSUM WALLBOARD 2-1rP STUD OR RUNNER ell (BOTH BY GENL CONTPJ RETAINING ANGLE PROVIDE 4 SEPARATE ANGLES. DO NOT ATTACH TO CORNERS. 6 11 4 � 16 6' � #10 SCF MIN. 2 PER SIDE DAMPER COLLAR I / FIFE DAMPER 7_owAi 'A' 1/2' THICK FILLER PIECES. 3-10 WIDE TO BE INSTALLED AROUND THE ENTIRE OPENING & SCREWED 12' ON CENTER TO THE WEB OF RUNNERS & STUDS WITH #10 SCREWS (ALL BY GENL CONTRACTOR) CONSULTING BRASS I CAM LACK —1 HOUR RATED WALL ATES, INC. REV: 08-07-01 MD-0702 0 CD rn O 04 N r 2 O 0 O M M UJ LL wm o uj w w cn Q z z UK z Y Of w t- z Q 2 0 N O z M O 0 o C CD o '0Q M� rn o U E 'ao �v O LO Lo C? cV 0 �' W °'N�crovr� U a'20 N '0 _'0 M— 0 �coc.t 0 c0o z m °' °Uw CD -J 0 111 0 d E U Cn co L w co Q w LL ILL 0 0- U) 0 1:kA CONSULTING ENGINEERING ASSOCIATES, INC. 8385 G" HIGHWAY TAMPA. RDRDA 3W26 PHONE (M) 448-0225 EB 00003962 PROJECT NUMBER: 13008 COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a a: ca J V Z � J O _ Z W �V CL oV � O O p J J LL Z O = Z O J J oc �- 2 � W W W Z O N Z N V Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/ML/SG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M7.1 I 1 f I - -- -- -" 1 111 L11 - - — -. 1 ' 1 1 — I VAV CONTROL DIAGRAM TYPICAL FOR ALL VAV BOXES START/ MODULATE STOP AHU HVAC CONTROL DIAGRAM TYPICAL FOR AHU-1 AND 2 AND CU-1 A, 1 B, 2A, AND 28 CFM DAMPER DO TEMP VFD READ T". STATUS READ FEEDBACK Al DI T AI CARBON Al STATIC IN SPACE MODULATING TEMP DIOXIDE FILTER VFD STATUS TEMP PRESSURE CLEANLINESS DAMPER READ READ READ START/ DI READ READ A AO Al Al Al STOPtoL Al SUPPLY SUPPLY DO AIR AIR TO FROM AHU ROOM _ AAn SHALL BE INTERLOCKED TO START/STOP AND CHANGE OVER TO COOLING OR HEATING MODE WITH ASSOCIATED AIR HANDLING UNIT AS NOTED BELOW: VAV-1-1 THRU VAV-1-4 AHU-1 VAV-2-1 THRU VAV-2-4 AHU-2 COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. ELECTRIC STRIP HEATER FAILURE IN THE COOLING MODE, THE DAMPER ACTUATOR SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF 75 DEGREES F AS SENSED BY THE SPACE THERMOSTAT. IN THE HEATING MODE, THE DAMPER ACTUATOR SHALL MODULATE AND ELECTRIC STRIP HEATER SHALL ENERGIZE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT OF 70 DEGREES F. THE THERMOSTATS SHALL BE SENSOR TYPE ONLY. ADJUSTMENT OF THE TEMPERATURE SETPOINT SHALL BE DONE AT THE HVAC CONTROL SYSTEM COMPUTER. EF CONTROL DIAGRAM FOR EF-1 START/ STATUS STOP DI DO EXHAUST AIR EXHAUST FROM AIR SPACE :: EXHAUST FAN SEQUENCE OF OPERATIONS: EXHAUST FAN SHALL BE INTERLOCKED TO START/STOP WITH ASSOCIATED AIR HANDLING UNIT AS NOTED BELOW: EF-1 AHU-2 EXHAUST FAN TO BE CONTROLLED GLOBALLY BY OCCUPIED/UNOCCUPIED SCHEDULE. COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. EXHAUST FAN FAILURE OCCUPIED MODE: FAN SHALL RUN CONTINUOUSLY WHEN ASSOCIATED AIR HANDLING UNIT OUTSIDE AIR DAMPER IS OPEN OR MODULATING. UNOCCUPIED MODE: FAN SHALL BE DE —ENERGIZED. lil = -- PROVIDE HVAC CONTROL m SYSTEM COMPUTER AND PRINTER. LOCATE IN MECHANICAL ROOM 118. PROVIDE DESK FOR SYSTEM. RETURN AIR PATH OUTSIDE AIR PATH L^J AI MODULATING CFM AI DAMPER READ TEMP READ OUTSIDE AIR SENSORS TEMP AI AI HUMIDITY READ READ T H RATIO DX AHU REFRIGERANT IH PIPING FLOAT SWITCH STATUS STATUS START/ DI STOP CONDENSER j„ FAN #1 C U-A COMPRESSOR n #1 I I START/ STOP DI STATUS STATUS START/ T STOP DO CONDENSER O FAN #2 CU-B COMPRESSOR #2 DO START/ STOP DI STATUS SUPPLY AIR 3/4 DOWN SUPPLY DUCT HUMIDITY READ H AI IN SPACE AIR HANDLING UNIT TO BE CONTROLLED GLOBALLY BY OCCUPIED/UNOCCUPIED SCHEDULE AND COOLING/HEATING MODES. COORDINATE WITH OWNER FOR INITIAL SCHEDULING. PROVIDE ALL WIRING AND PROGRAMMING AS REQUIRED TO ACCOMMODATE THE FOLLOWING SEQUENCE: ALARMS: 1. DIRTY FILTER (VERIFY WITH TEST AND BALANCE AGENCY FOR STATIC PRESSURE SETPOINT) 2. SUPPLY FAN FAILURE 3. VFD FAILURE 4. FLOAT SWITCH TRIP 5. COMPRESSOR #1 FAILURE 6. COMPRESSOR #2 FAILURE 7. COMPRESSOR FAN #1 FAILURE 8. COMPRESSOR FAN #2 FAILURE OCCUPIED MODE: STARTUP: ALL ASSOCIATED VAV BOXES SHALL ENERGIZE. THE MOTORIZED OUTSIDE AIR DAMPER SHALL BE CLOSED. THE MOTORIZED RETURN AIR DAMPER SHALL BE FULLY OPEN. ALL ASSOCIATED EXHAUST FANS SHALL BE DE -ENERGIZED. THE VFD SHALL THEN SLOWLY RAMP THE SUPPLY FAN UP TO THE DESIGN DUCT STATIC PRESSURE (VERIFY WITH TEST AND BALANCE AGENCY). THE COMPRESSORS AND CONDENSER FANS SHALL THEN BE STAGED TO ENERGIZE IN SERIES TO ACHIEVE A 55 DEGREE F SUPPLY AIR TEMPERATURE AS SENSED BY THE SUPPLY AIR TEMPERATURE SENSOR. AFTER A ONE HOUR DELAY, THE MOTORIZED OUTSIDE AIR DAMPER AND RETURN AIR DAMPER SHALL BEGIN TO MODULATE. ASSOCIATED EXHAUST FANS SHALL THEN BE ENERGIZED. SUPPLY FAN: THE SUPPLY FAN SHALL BE MODULATED BY THE VFD TO MAINTAIN THE DESIGN DUCT STATIC PRESSURE. THE FAN SHALL NOT BE SPED DOWN BELOW THE TOTAL MINIMUM AIR FLOW AS SHOWN ON THE AIR HANDLING UNIT SCHEDULE ON SHEET M6.1 (VERIFY WITH TEST AND BALANCE AGENCY). COMPRESSORS AND CONDENSER FANS: THE COMPRESSORS AND CONDENSER FANS SHALL BE STAGED TO ENERGIZE IN SERIES TO MAINTAIN A 55 DEGREE F SUPPLY AIR TEMPERATURE AS SENSED BY THE SUPPLY AIR TEMPERATURE SENSOR. OUTSIDE AIR FLOW MONITORING STATION AND CO2 CONTROL: THE MOTORIZED OUTSIDE AIR DAMPER AND MOTORIZED RETURN AIR DAMPER SHALL BE CONTINUOUSLY MODULATED TO PROVIDE THE REQUIRED OUTSIDE AIR FLOW AS MEASURED BY THE OUTSIDE AIR FLOW MONITORING STATION. WHEN CO2 LEVELS ARE BELOW 800 PPM, THE REQUIRED OUTSIDE AIR FLOW SHALL BE SET TO THE MINIMUM AIR FLOW SETTING. WHEN CO2 LEVELS ARE ABOVE 800 PPM, THE REQUIRED OUTSIDE AIR FLOW SHALL BE SET TO THE MAXIMUM AIR FLOW SETTING. REFER TO BUILDING AIR BALANCE SUMMARY SCHEDULE ON SHEET M6.1 FOR MINIMUM AND MAXIMUM OUTSIDE AIR FLOW SETTINGS (VERIFY WITH TEST AND BALANCE AGENCY). HUMIDITY CONTROL MODE: DURING THE OCCUPIED MODE, IF THE HUMIDITY RISES ABOVE 65% RH, AS SENSED BY THE SPACE HUMIDISTAT, THE HOT GAS BYPASS SHALL ACTIVATE TO DUMP HOT GAS FROM THE LEAD COMPRESSOR INTO THE EVAPORATOR COIL. REVERT BACK TO NORMAL OCCUPIED MODE SEQUENCE WHEN HUMIDITY FALLS BELOW 60% RH. SHUTDOWN: ALL ASSOCIATED EXHAUST FANS SHALL DE -ENERGIZE. THE RETURN AIR DAMPER SHALL FULLY OPEN. THE MOTORIZED OUTSIDE AIR DAMPER SHALL THEN CLOSE. THE VFD SHALL SLOWLY RAMP THE SUPPLY FAN DOWN AND SHALL DE -ENERGIZE. THE COMPRESSORS AND CONDENSER FANS SHALL THEN DE -ENERGIZE. ALL ASSOCIATED VAV BOXES SHALL THEN DE -ENERGIZE. UNOCCUPIED MODE: AIR HANDLING UNIT SUPPLY FAN SHALL BE DE -ENERGIZED. THE COMPRESSORS AND CONDENSER FANS SHALL BE DE -ENERGIZED. THE MOTORIZED OUTSIDE AIR DAMPER SHALL BE CLOSED. THE RETURN AIR DAMPER SHALL FULLY OPEN. ALL ASSOCIATED VAV BOXES AND EXHAUST FANS SHALL BE DE -ENERGIZED. HUMIDITY CONTROL MODE: DURING UNOCCUPIED MODE, IF THE HUMIDITY RISES ABOVE 65% RH, AS SENSED BY THE SPACE HUMIDISTAT, THE AIR HANDLING UNIT SHALL REVERT TO THE OCCUPIED MODE, HOWEVER, THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED AND THE EXHAUST FANS SHALL REMAIN DE -ENERGIZED. REVERT BACK TO UNOCCUPIED MODE SEQUENCE WHEN HUMIDITY FALLS BELOW 60% RH. SAFETY MODE: THE SUPPLY FAN SHALL DE -ENERGIZE AND THE COMPRESSORS AND CONDENSER FANS SHALL DE -ENERGIZE IF THE FLOAT SWITCH IS TRIPPED. THE SUPPLY FAN SHALL SHUTDOWN UPON FIRE ALARM, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. W - 0 N 2 O d O r- M co -- J o Wm w �■■T� a U) Q o z cn U z Y w ryo TZ Z Q 0 v N o Z o o� F- m " o q r` M E U v���O000 0 O U r M T N ONO >+ w a, c' so rn m ao o U cV -2 LL �o c' o 0 cu rn w -0 n c 0 0 N o o m z M>'co�m(Dno= C7 M CLEQUQ CA �o`ain�¢ 3 0 u-u_ rFA CONSULTING ENGINEERING ASSOCIATES, INC. 8385 GUNN HIGHWAY TAMPA, FLORIDA =20 PHONE (813) 448-0225 E13 00003D82 PROJECT NUMBER. 130M COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: Q a: V ZCO) Jp Z M -- M � a. CU o D NO Cl�a: 00 J J � LL w Z O = Z 0 r/ J C� a: a:a. T� i W LU W Z p N Z N U Comm. No: 12010.00 Date: 01 /16/14 Drawn: MAC/ML/SG Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M8.1 _._ __ ....._ _ ..... ......................... ......................... ._....._ _................................. .-..-...... f t ................................................. . .............._- ..... .. .....: -.,•• o -ryr�. '3'�2+.ifika••Yt 33.^,'•k•4+ •� �'. s'3:�xa +r. :s, j .: • F' :i i ; EXISTING DUKE�I�1L' ' XFMR. 1201206V 30 L� `, C U— 2 A U 2 B' ' NEW 4" CONDUIT FOR LOW VOLTAGE WIRING NEW ELECTRICAL FEED FROM EXISTING FROM ELECTRICAL ROOM IN NEW LIBRARY GENERATOR. SEE R15ER FOR SIZING. TO IT ROOM IN CITY HALL. STUB UP IN EXISTING LIGHT POLE TO BE RELOCATED DIRECTIONAL BORE OR GUT/PATCH CORNER OF ELEG. ROOM IN LIBRARY. TO TH15 LOCATION BY CITY. PAVEMENT TO RUN CONDUITS. / I COORDINATE LOCATION IN EXISTING CITY HALL WITH CITY. DIRECTIONAL BORE OR - - , GUT/PATCH PAVEMENT TO RUN CONDUITS, 2 NEW 51TE POLE FIXTURES TO MATCH EXISTING �} ' STERNBERG ACORN FIXTURES. WIRE TO EXTERIOR ' LIGHTING CIRCUIT E-16 AND THROUGH LCP-1. EXISTING GENERATOR , HVAC ELECTRICAL CONNECTION SCHEDULE NO. V / PH MCA DISC. SIZE FUSE SIZE POLES CIRCUIT AHU-1 208/3 28.0 # # # E-17,19,21 AHU-2 208/3 28.0 # # # A-18,20,22 CU-1A 208/3 34.4 60 45 3 E-23,25,27 CU-1 B 208/3 34.4 60 45 3 E-29,31,33 CU-2A 208/3 34.4 60 45 3 A-24,26,28 CU-21B 208/3 34.4 60 45 3 A-30,32,34 VAV 1-1 208/1 19.2 30 25 2 E-18,20 VAV 1-2 208/1 14.4 30 20 2 E-22,24 VAV 1-3 208/1 2.4 30 3 2 E-26,28 VAV 1-4 208/1 28.9 60 40 2 E-30,32 VAV 1-5 208/1 19.2 30 25 2 E-34,36 VAV 1-6 208/1 14.4 30 20 2 E-38,40 VAV 2-1 208/1 2.4 30 3 2 A-38,40 VAV 2-2 208/1 19.2 30 25 2 A-42,44 VAV 2-3 1 208/1 9.6 30 15 2 A-46,48 VAV 2-4 208/1 14.4 30 20 2 A-50,52 VAV 2-5 208/1 14.4 30 20 2 A-54,56 VAV 2-6 208/1 19.2 30 25 2 A-58,60 EXHAUST FANS SHALL HAVE A MOTOR RATED THERMAL TOGGLE SWITCH ALL DISCONNECTS PROVIDED FOR OUTDOOR USE SHALL BE NEMA 3R TYPE # VFD PROVIDED BY MECHANICAL, WIRED BY ELECTRICAL CONTRACTOR M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELECTRICAL ENGINEERS Since 1984 mpspych@spychalaengineers.com 240 Pine Avenue North 813.855.2721 ph Oldsmar, Florida 34677 813.855.2741 fax PUN �H Mgm / tKwm 7ELECTRICAL SITE PLAN �:� I" = 20'-0" Scott J. Roper PE. Fla PE# 74787 Fla COA* 3967 w o N 0 N Cq 00 Cl) Co p W CD 0 M M J LL d Q � T� U i oC U~ W U-i Cl) 0 J Q r co r 0 < W Z Z W Y H W o_ N lc') 0 CV)O (D CV) ItO Z 't CID tiWti�CO0 U aotq'°r`° - ��0 i C' W CN 00 ti O m m$ a. QL E v 3 O 4 c 3 C0 cn W t`iLL--30?L ¢ 3 0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: SR Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. E1.0 11 1 - 11'I P I+++ 1- n i I SYMBU LIST SYMBOL DESCRIPTION MOUNTING ElLIGHT FIXTURE, CEILING TYPE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE LIGHT FIXTURE, WALL BRACKET SEE FIXTURE LETTER INDICATES TYPE SCHEDULE FLUORESCENT FIXTURE RECESSED IN CEILING SEE FIXTURE SCHEDULE FLOURESCENT FIXTURE SURFACE MOUNT TO CEILING SEE FIXTURE SCHEDULE -SHADED FIXTURES ARE WIRED SEE FIXTURE TO EMERGENCY GENERATOR SCHEDULE LARGE DECOR. BOWL PENDANT SEE FIXTURE SCHEDULE LARGE DECOR. BOWL PENDANT SEE FIXTURE WIRED TO EMER. GENERATOR SCHEDULE I--o-� FLUORESCENT STRIP FIXTURE SEE FIXTURE SCHEDULE ® EXIT FIXTURE, SHADING INDICATES SEE FIXTURE SINGLE OR DOUBLE FACE SCHEDULE O D POLE WITH TOP FIXTURE SEE FIXTURE SCHEDULE -0 -0 POLE WITH ARM MOUNTED FIXTURE SEE FIXTURE SCHEDULE EMERGENCY BATTERY UNIT SEE C:: SCHEDULE S SWITCH, SINGLE POLE -LETTER 48" AFF OR AS INDICATES LIGHTS CONTROLLED NOTED SWITCH, TWO POLE 48" AFF OR AS NOTED SWITCH, THREE WAY 48" AFF OR AS NOTED SWITCH, FOUR WAY 48" AFF OR AS NOTED DIMMER SWITCH 48" AFF OR AS NOTED SWITCH WITH FAN RELAY 48" AFF OR AS NOTED S SWITCH, KEY OPERATED 48" AFF OR AS i NOTED TIME DELAY SWITCH 4811 AFF OR AS NOTED SWITCH WITH PILOT LIGHT 48" AFF OR AS NOTED e- SINGLE RECEPTACLE, 125V, 15A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 15A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 15A 44" AFF OR 6" ABOVE COUNTER GIF I� DUPLEX RECEPTACLE, 125V, 15A 18" AFF OR AS GROUND FAULT NOTED DUPLEX RECEPTACLE, 125V, IDA 44" AFF OR AS GROUND FAULT NOTED o- DUPLEX RECEPTACLE, 125V, IDA IS" AFF OR AS (ONE-HALF SWITCHED) NOTED EXISTING RECEPTACLE AS NOTED DUPLEX RECEPTACLE, 125V, 15A CONDUIT AND ON FLOOR (PEDESTAL BOX) SERVICE FITTING DUPLEX RECEPTACLE, 125V, 15A FLUSH WITH FLOOR FLUSH FLOOR BOX Ey DUPLEX RECEPTACLE, 125V, 15A 18" AFF OR AS ISOLATED GROUND TYPE NOTED DUPLEX RECEPTACLE, 125V, 15A 44" AFF OR AS ISOLATED GROUND TYPE NOTED RECEPTACLE, I#-125/25OV, IS" AFF OR AS 20A, 2P3W NOTED QUADRAPLEX RECEPTACLE, 125V, IDA IS" AFF OR AS NOTED QUADRAPLEX RECEPTACLE, 125V, IDA 44' AFF OR 6" ABOVE COUNTER QUADRAPLEX RECEPTACLE, 125V, 15A CONDUIT AND ON FLOOR (PEDESTAL BOX) SERVICE FITTING QUADRAPLEX RECEPTACLE, 125V, IDA FLUSH WITH FLOOR (FLUSH FLOOR BOX) ® RECEPTACLE, 10-125/25OV, 18" AFF OR AS 30A, 2P4W (DRYER) NOTED ® RECEPTACLE, 10-125/25OV, 18" AFF OR AS 50A, 2P4W (RANGE) NOTED Q SPECIAL RECEPTACLE AS NOTED 18" AFF OR AS NOTED PANELBOARD 120/208V SEE PANEL - OR 120/240V SCHEDULE Q PANELBOARD 211/400V SEE PANEL SCHEDULE 6j2 DISCONNECT SWITCH TOP 60" AFF 40 3 SIZE/ FUSE/ 9 OF POLES OR AS NOTED DISCONNECT SWITCH WITH TOP 60" AFF MOTOR STARTER OR AS NOTED m MOTOR STARTER AS NOTED 16 MOTOR STARTER SWITCH WITH AS NOTED OVERLOAD RELAYS AS REQUIRED MOTOR AS NOTED ELECTRIC DUCT HEATER AS NOTED DIGITAL SWITCH OR AS #48' AFF OR AS NOTED NOTED O WALL -MOUNTED OCCUPANCY +46' AFF OR AS SENSOR NOTED ®CEILING MOUNTED OCCUPANCY SURFACE MOUNT SENSOR TO CEILING INSTALL CONCEALED m LIGHTING RELAY IN AN ACCESSIBLE AREA ABOVE CEILING INSTALL CONCEALED ® POWER PACK IN AN ACCESSIBLE AREA ABOVE CEILING El PHOTOCELL SURFACE MOUNT TO CEILING INSTALL CONCEALED IS DIMMER PACK IN AN ACCESSIBLE AREA ABOVE CEILING SYMBOL LIST SYMBOL DESCRIPTION MOUNTING OUTLET BOX WITH FLEXIBLE AS NOTED OR CONDUIT CONNECTION TO EQUIPMENT REQUIRED OUTLET, JUNCTION OR AS NOTED OR PULL BOX REQUIRED DRIVEN GROUND, UNLESS NOTED OTHERWISE CONDUIT CONCEALED IN CEILING NUMBER OF WIRES SPACE OR WALL INDICATED AS FOLLOWS TWO WIRES CONDUIT IN FLOOR SLAB, CEILING 10010 SLAB OR UNDERGROUND THREE WIRES HOME RUN TO PANEL (HASH MARKS INDICATE NUMBER OF WIRES) FOUR WIRES • • ' CONDUIT RUN EXPOSED LOW VOLTAGE WIRING ISOLATED NEUTRAL AND SEPARATE GROUNDING CONDUCTORS GROUND CONDUCTORS (CLEAN CIRCUIT) NOT SHOWN EXCEPT FOR CLEAN CIRCUITS o CONDUIT RUN UP AS SHOWN • CONDUIT RUN DOWN AS SHOWN 3O O 3❑ 3Q O I REFER TO LIKE NUMBERED NOTES DATA OUTLET - ) RJ45 J WTH CAT 6 18" AFF OR AS Q CABLE BACK TO AND TERMNATED AT NOTED DATA RACK TELEPHONE OUTLET (VOICE) 54" AFF OR AS NOTED a TELEPHONE OUTLET (VOICE) 44" AFF OR 6 ABOVE COUNTER TELEPHONE OUTLET (VOICE) IN FLOOR BOX COMBO VOICE/DATA/TV OUTLET W/ 18" AFF OR COVER PLATE (SEE PLANS) AS NOTED FIRE F614TER TELEPHONE JACK 4 AFF OR AS F NOTED Q COMMUNICATION OUTLET 18' AFF OR AS NOTED 13SOUND SYSTEM CEILING RECESS FLUSH IN MOUNTED SPEAKER CEILING 13 SOUND SYSTEM VOLUME 48' AFF OR VC CONTROL SWITCH AS NOTED O SOUND SYSTEM MICROPHONE 18" AFF OR PAGING OUTLET AS NOTED SOUND SYSTEM WALL 11p" AFF OR MOUNTED SPEAKER AS NOTED TVTB CABLE TV TERMINAL BOARD AS NOTED TTB TELEPHONE TERMINAL BOARD AS NOTED H TELEVISION OUTLET 18' AFF OR AS NOTED ® CLOSED CIRCUIT TELEVISION AS NOTED MONITOR CLOSED CIRCUIT TELEVISION AS NOTED CAMERA m FIRE ALARM MANUAL 48" AFF OR AS PULL STATION NOTED FIRE ALARM SPEAKER/FLASHING 80' AFF OR LIGHT COMBINATION SIGNAL SEE NOTE BELOW M Q�q MINI FIRE ALARM 15MAKER/FLASHING 80" ,AFF OR LIGHT COMBINATION SIGNAL SEE NOTE BELOW 04 FIRE ALARM FLASHING 80" AFF OR LIGHT SIGNAL SEE NOTE BELOW ® ILING ONAS FIRE ALARM SMOKE DETECTOR NOTEDOR FIRE ALARM SMOKE DETECTOR WALL MTD. (WALL MOUNTED) 6" BELOW CLG. xD4 WALL MOUNTED SMOKE DETECTOR WALL MTD. WITH SOUNDER BASE 6" BELOW CLG. O FIRE ALARM HEAT DETECTOR ON CEILING OR AS NOTED FACP FIRE ALARM CONTROL PANEL fv0„ AFF TO TOP I= OR AS NOTED FAA FIRE ALARM ANNUNCIATOR 60" AFF TO TOP OR AS NOTED Q>Q FLOW AND TAMPER SWITCH AS NOTED m DUCT DETECTOR REMOTE TEST/ 48" AFF OR AS RESET SWITCH NOTED (Q DUCT TYPE SMOKE DETECTOR IN HVAC _D DUCTWORK isSMOKE DAMPER IN HVAC DUCTWORK M RELAY OR CONTACTAIR AS NOTED FOR EQUIPMENT SHUTDOWN ■ MAGNETIC DOOR HOLDER 12" AFF OR AS NOTED VM EXTERIOR F/A AUDIO SIGNAL W" AFF OR AS NOTED ® ELECTRIC WATER GONG AS NOTED Q PUSH BUTTON 48" AFF OR AS NOTED © KEYPAD 48" AFF OR AS NOTED ® MAG-LOCK CONTACT AS NOTED ALL MOUNTING HEIGHTS SHOWN ARE TO THE CENTERLINE OF THE DEVICE UNLESS NOTED OTHERWISE NOTE - THE DEVICE SHALL BE PLACED W INCHES ABOVE THE HIGHEST FLOOR LEVEL UAT14IN THE SPACE OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER ABBREVIATIONS AFC - AVAILABLE FAULT CURRENT HP HORSEPOWER HEAT PUMP AFF - ABOVE FINISHED FLOOR HVAC HEATING, VENTILATING, AIR CONDITIONING AM - AIR HANDLING UNIT JB JUNCTION BOX BFG - BELOW FINISHED GRADE LRA LOCKED ROTOR AMPERES C - CONDUIT MCB MAIN CIRCUIT BREAKER CID - COOL WHITE MLO MAIN LUGS ONLY DACP - DOOR ALARM CONTROL PANEL N NEUTRAL ON - DOWN NIL NIGHT LIGHT EF - EXHAUST FAN OB OUTLET BOX EG - EQUIPMENT GROUND PB PULL BOX, PUSHBUTTON ENCL - ENCLOSURE PS PAY STATION EWC - ELECTRIC WATER COOLER RECEPT RECEPTACLE EW14 - ELECTRIC WATER HEATER SF SUPPLY FAN WX - EXPLOSION PROOF SPEC SPECIFICATIONS FCU - FAN COIL UNIT SWECS SMOKE WARNING EMERGENCY CALL SYSTEM FHP - FRACTIONAL HORSE POWER TL TWISTLOCK FLA - FULL LOAD AMPERES TTB TELEPHONE TERMINAL BOARD G - GROUND TVTB TELEVISION TERMINAL BOARD GFI - GROUND FAULT INTERRUPTER VERT VERTICAL HID - HKsH INTENSISTY DISCHARGE WM WATT MISER HORIZ - HORIZONTAL WP WEATHERPROOF IG - ISOLATED GROUND WW WARM WHITE LW - LIGHT WHITE XFMR TRANSFORMER MANUFACTURER: SQUARE D MLO OR MCB: MCB PANEL: A TYPE: NQ FEED: BOTTOM VOLTAGE: 120/208V, 3 PH, 4 WIRE MOUNTING: SURFACE CU ORAL WIRE: CU MAINAMPS: 500AMP LOCATION: ELECTRICAL ROOM AIC RATING: 22,000AMPS FEEDER: 500AMP SPACES: 72 BREAKER OPTIONS: NOTES: LO PROVIDE LOCAKBLE LOCK -OFF BREAKER SEE RISER DIAGRAM FOR WIRE 6 CONDUIT SIZES REQUIRED CKT NO. LOAD OPT CODE KVA WIRE BRKR PHASE BRKR WIRE KVA CODE LOAD CKT NO. 1 RECEPTS STUDY ROOMS 115/116 R 1.26 12 20 A 20 12 1.00 K LOUNGE MICRO F'RECEPTS 2 3 FLOOR BOXES 112 R 1.08 12 20 B 20 12 1.00 ER 119 4 5 RECEPTS 1141113 R 1.26 12 20 C 20 12 0.90 R 1061105 6 7 RECEPTS/FLOOR BOXES 111 R 1.26 12 1 20 A 20 12 1.00 E LO HAND DRYER 102 8 9 COMPUTER FLOOR BOXES 110 R 0.72 12 20 B 20 12 1 1.00 E LO HAND DRYER 103 10 11 COMPUTER FLOOR BOXES 110 R 0.72 12 20 C 20 12 1 1.00 E LO 'HAND DRYER 103 12 13 COMPUTER FLOOR BOXES 110 R 0.72 12 20 A 20 12 1.00 E LO HAND DRYER 104 14 15 COMPUTER FLOOR BOXES 110 R 0.72 12 20 B 20 12 1.00 E LO HAND DRYER 104 16 17 COMPUTER FLOOR BOXES 110 R 0.36 12 20 C 3P 50 8 3.36 H ; AHU-2 18 19 RECEPTS/FLOOR BOXES 109 R 1 1.26 12 20 A 8 3.36 H 20 21 RECEPTS COMPUTERS 109 R 0.72 12 20 j B 8 3.36 H 22 23 RECEPTS GALLEY COUNTER 105A R 0.36 12 20 C 3P 45 8 4.13 H ; CU-2A 24 25 RECEPTS 1051105E R 0.90 12 20 A 8 4.13 H 26 27 RECEPTS/FLOOR BOXES 105 R 0.72 12 20 B 8 4.13 H 28 29 RECEPTS 100 R 1.00 12 20 C 3P 45 8 4.13 H ; CU-2B 30 31 WATER HEATER E 1.50 12 2P 20 A 8 4.13 H 32 33 E 1.50 12 B 8 4.13 H 34 35 MICROFICHE READER/FAX E 0.60 12 20 C 20 12 0.30 H ' AHU-2 UV BULBS 36 37 COPIER E 1.00 12 20 A 2P 30 10 2.50 1 VAV 2-1 38 39 RECEPTS 119/120 R 1.08 12 20 B 10 2.50 1 40 41 RECEPTS 119/123 R 0.90 12 20 C 2P 20 12 1.50 1 ; VAV 2-2 42 43 RECEPTS 124 R 0.90 12 20 A 12 1.50 1 44 45 RECEPTS 134 COUNTER R 0.36 12 20 B 2P 30 10 2.50 1 'VAV 2-3 46 47 HAND DRYER 123 LO E 1.20 12 20 C 10 2.50 1 48 49 LIGHTING L 1.42 12 20 IA 2P 30 10 2.50 1 VAV 24 50 51 LIGHTING L 1.42 12 20 B 10 2.50 1 52 53 LIGHTING L 0.71 12 20 C 20 12 1 1.20 K 'GALLEY MICROWAVE 54 55 LIGHTING - CENTER BOWLS L 1.35 12 20 A 20 12 0.18 R , RECEPT MECH YARD MAINT 56 57 COMPUTER FLOOR BOXES 110 R 0.72 1 12 20 B I -SPACE 58 59 COMPUTER FLOOR BOXES 110 R 0.72 12 20 C I 'SPACE 60 61 ISPACE I A I SPACE 62 63 ISFACE I B I -SPACE 64 65 ISPACE I C I 'SPACE 66 67 SUBFEED PANEL V S 16.82 3/0 3P 200 A I SPACE 68 69 S 16.82 3/0 B I I I ' SPACE 70 71 S 16.82 3/0 CI I I I I I 'SPACE 72 KVA PER PHASE= BUS A: 49.69 DEMAND BUS B: 47.98 KVA FACTOR DEMAND KVA BUS C: 43_67 (L) LIGHTING: 4.90 X 1.25 = 6.13 TOTAL KVA: 141.33 (R) RECEPTACLES: 10.00 X 1.00 = 10.00 (R) RECEPTACLES: 8.82 X 0.50 = 4.41 PANEL CALCULATIONS (H) HVAC: 35.16 X 1.00 = 35.16 DEMAND KVA: 119.38 (E) EQUIPMENT: 11.80 X 1.00 = 11.80 TIMES 1000 JOB NAME: (K) KITCHEN EQUIPMENT: 2.20 X 0.65 = 1.43 DIVIDED BY 1.732 ZPL (S) SUBFEED: 50.45 X 1.00 = 50.45 DIVIDED BY 208 MPS #: LARGEST MOTOR: 0.00 X 0.25 = 0.00 213023 TOTAL DEMAND KVA: 119.38 PANEL DEMAND AMPS: 331.37 DATE LAST MODIFIED v15no1a MANUFACTURER: SQUARE D MLO OR MCB: MLO PANEL: E TYPE: NQ FEED: BOTTOM VOLTAGE: 120/208V, 3 PH, 4 WIRE MOUNTING: SURFACE CU ORAL WIRE: CU MAIN AMPS: 200 AMP LOCATION: ELECTRICAL ROOM AIC RATING: 22,000 AMPS FEEDER: 200 AMP SPACES: 42 BREAKER OPTIONS: NOTES: LO PROVIDE LOCAKBLE LOCK -OFF BREAKER SEE RISER DIAGRAM FOR WIRE & CONDUIT SIZES REQUIRED CKT CKT NO. LOAD OPT CODE KVA WIRE BRKR PHASE BRKR WIRE KVA CODE OPT' LOAD NO. 1 DATA BOARD/RACK 117 E 1.00 12 20 A 20 12 0.72 R RECEPTS SERVICE DESK 108 2 3 RECEPT MECH ROOM 118 R 0.18 12 20 B 20 12 0.72 R RECEPTS SERVICE DESK 108 4 5 STAFF LOUNGE FRIDGE 134 K 0.30 12 20 C 20 12 0.72 R 'RECEPTS SERVICE DESK 108 6 7 ICE MACHINE GALLEY 105A K 0.25 12 20 A 20 12 1.39 L LIGHTING 8 9 REFRIGERATOR 105A K 0.30 12 20 B 20 12 1.53 L LIGHTING 10 11 RECEPTS 119/120 R 0.72 12 20 C 20 12 1.35 L 'LIGHTING - CENTER BOWLS 12 13 FACP E 0.30 12 20 A 20 12 0.67 L LIGHTING - LOBBY 14 15 AHU-1 UV BULBS E 0.30 12 20 B 20 12 1.30 L LIGHTING - EXTERIOR 16 17 AHU-1 H 3.36 8 3P 1 50 C 2P 20 12 1.50 1 VAV 1-1 18 19 H 3.36 8 A 12 1.50 1 20 21 H 3.36 8 B 2P 25 10 2.00 1 'VAV 1-2 22 23 CU-1A H 4.13 8 3P 45 C 10 2.00 1 24 25 H 4.13 8 A 2P 50 8 4.00 1 VAV 1-3 26 27 H 4.13 8 B 8 4.00 1 28 29 CU-18 ; H 4.13 8 3P 45 C 2P 40 8 3.00 1 ;VAV 14 30 31 H 4.13 8 A 8 3.00 I 32 33 H 4.13 8 B 20 12 1.00 E AUTOMATIC DOOR OPENERS 34 35 1 LIGHTING -CENTER BOWL L 0.68 12 1 20 C 20 12 0.30 E 'PEOPLE COUNTER 36 37 1 LIGHTING CONTROL PANEL L 0.20 1 12 1 20 JA 20 1 SPARE 38 39 RECEPT MECH ROOM 118 R 0.18 12 20 B 20 1 SPARE 40 41 ISPACE I I I I I CI I I I 'SPACE 42 KVA PER PHASE= BUS A: 24.65 DEMAND BUS B: 23.13 KVA FACTOR DEMAND KVA BUS C: 22_19 (L) LIGHTING: 7.12 X 1.25 = 8.90 TOTAL KVA: 69.97 (R) RECEPTACLES: 3.24 X 1.00 = 3.24 (R) RECEPTACLES: 0.00 X 0.50 = 0.00 PANEL CALCULATIONS (H) HVAC: 34.86 X 1.00 = 34.86 DEMAND KVA: 50.45 (E) EQUIPMENT: 2.90 X 1.00 = 2.90 TIMES 1000 JOB NAME: (K) KITCHEN EQUIPMENT: 0.85 X 0.65 = 0.55 DIVIDED BY 1.732 ZPL (S) SUBFEED: 0.00 X 1.00 = 0.00 DIVIDED BY 208 MPS #: LARGEST MOTOR: 0.00 X 0.25 = 0.00 213023 TOTAL DEMAND KVA: 50.45 PANEL DEMAND AMPS: 140.05 DATE LAST MODIFIED 1115120141 LIGHTING CONTROL PANEL LCP SCHEDULE ZONE FEED CONTROL DEVICE CONTROL SEQUENCE NOTES 1 E-10 DIGITAL SWITCH ON/OFF SWITCH IN RM. 108 2 A-49 DIGITAL SWITCH ON/OFF SWITCH IN RM. 108 3 A-51 DIGITAL SWITCH ONIOFF SWITCH IN RM. 108 4 A-55 DIGITAL SWITCH ON/OFF SWITCH IN RM. 108 5 E-12 DIGITAL SWITCH ON/OFF SWITCH IN RM. 108 6 E-14 TIMECLOCK ON/OFF COORD. SCHEDULE WITH OWNER 7 E-16 TIMECLOCK ON/OFF COORD. SCHEDULE WITH OWNER 8 E-35 DIGITAL SWITCH ON/OFF SWITCH IN RM. 108 1. 2. 3. LIGHTING CONTROL PANEL NOTES ALL LIGHTING IN ROOMS NOT CONTROLLED BY OCCUPANCY SENSORS SHALL BE ON TIMECLOCK CONTROL TO SHUT LIGHTS OFF AFTER HOURS. PROVIDE A BARRIER BETWEEN NORMAL AND EMERG. CIRCUITS PER NEC REQUIREMENTS ALL RELAYS CONTROLING EMERGENCY CIRCUITS SHALL BE CLOSED UPON LOSS OF NORMALPOWER 4 32.6K AFC 42K AIC UTILITY 15OKVA TRANSFORMER 120/208 30 14.3K AFC CU400SE SERVICE LOAD CALCULATION PANEL LIGHTS RECEPT. HVAC EQUIPP, KITCHEN TOTALS A 4.90 18.82 35.16 11.80 2.20 72.88 KVA E 7.12 3.24 34.86 2.90 0.85 48.97 KVA TOTALS 12.02 22.06 70.02 14.70 3.05 121.85 KVA X 125% X 50% X 100% X 100% X 65% 15.03 11.03 70.02 14.70 1.98 112.76 KVA RECEPTACLE ADJUSTMENT +5.00 KVA LARGEST MOTOR 10.00 X DEMAND LOAD OF 25% PER NEC 2.50 KVA 120.26 KVA X 1000 DIVIDED BY 1.73 DIVIDED BY 208 333.81 AMPS A400 AMP, 120/208V, 3 PHASE, 4 WIRE SERVICE HAS BEEN PROVIDED GENERATOR LOAD CALCULATION PANEL LIGHTS RECEPT. HVAC EQUIP. KITCHEN MISC TOTALS E 7.12 3.24 34.86 2.90 0.85 0.00 48.97 KVA EXISTING PEAK DEMAND ON GENERATOR (FEB 2013) 55.00 68.75 KVA TOTALS 7.12 3.24 34.86 2.90 0.85 55.00 103.97 KVA X 125% X 50% X 100% X 100% X 65% X 125% 8.90 1.62 34.86 2.90 0.55 68.75 117.58 KVA RECEPTACLE ADJUSTMENT +5.00 KVA LARGEST MOTOR 10.00 X DEMAND LOAD OF 25% PER NEC 2.50 KVA 125.08 KVA X 1000 DIVIDED BY 1.73 DIVIDED BY 208 347.20 AMPS A 135KW 475A GENERATOR IS EXISTING PQ PROTECTION MODEL POM200 SERIES PANEL "A" METER O SPD 22K AIC MCB 400 AMP CU400SE I I GROUND CU200 EXISTING KONLER 135 KW DIESEL GENERATOR 205V 30 CU200 200/3 ASCO MODEL# 3005320OCC 200A ATS 22K AIC CU200 y `-EXISTING GROUND INSTALL NEW BREAKER AT GENERATOR PQ PROTECTION MODEL PQM200 SERIES PANEL "E" W ] SPD 22K AIC MCB 200 AMP ELECTRICAL RISER DIAGRAM NOT TO SCALE M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELECTRICAL ENGINEERS Since 1984 mpspych(Pspychalaengineers. com 240 Pine Avenue North 813.855.2721 ph Oldsmar, Florida 34677 813.855.2741 fax FEEDER SIZES CU400SE 400A SERVICE ENTRANCE FEEDER - ONE 3.5" CONDUIT WITH (3) #600 KCM THWN CU AND (1) #600 KCM THWN CU NEUTRAL. CU400 400A FEEDER - ONE 3.5" CONDUIT WITH (3) #600 KCM THWN CU, (1) #600 KCM THWN CU NEUTRAL AND (1) #3 THWN CU EQUIPMENT GROUND. CU200 200A FEEDER - ONE 2" CONDUIT WITH (3) #3/0 THWN CU, (1) #3/0 THWN CU NEUTRAL AND (1) #6 THWN CU EQUIPMENT GROUND. PROVIDE 1 #1/0 THWN COPPER GROUNDING ELECTRODE CONDUCTOR AND BOND THE SYSTEM NEUTRAL AT THE MAIN SWITCHBOARD. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AHEAD OF THE MAIN METER AND SHALL BE CONNECTED TO TWO - GROUND 518"xl2'-C" COPPERCLAD GROUND RODS, ABOVE GROUND GAS PIPING, BUILDING STEEL, AND METAL COLD & HOT WATER PIPING. THE ELECTRICAL CONTRACTOR SHALL TEST THE RESISTANCE OF THE GROUNDING SYSTEM WITH A MEGGAR AND SHALL INSTALL ADDITIONAL GROUND RODS AS REQUIRED TO OBTAIN A RESISTANCE OF 15 OHMS TO GROUND OR LESS. Scott Jti Roper PF. Fla PE# 74787 Fla COA# 3967 CD � to N UM CO Q O_ o CD co M M J LL Q d - 1 H T i LO LO LLI U~ Q J � m LU Z Z W Y F- 0) W 1.0 Z ,.'e8 0 JID F-W)CD U LL N gID LL ( ma LU LU Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: SR Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. SYMBOLS, SCHEDULES & RISER NO SCALE E2.0 I ti i \canal Ne.-t-al :,White 1 BA'JVG; LW ELCU-200 LMRC-101 Single Relay On/Off Room Controller NeJLfcl Nrl U,iF,w }ohed LA R k 12Jj277 LMITJ S e-ies 1,e ermiratec .. c ) rrs cr CAI fin. •ee Iopo oqy & Sp i; A-ccptah c Emergency R d 1AWC 1 Lighting Load L—e,cency Ne.r-ra Writ- AN--' lcuD e with r o-^ IN o=e:: e_;t JWi pane sa_cnty _,arcl —ntc❑r 120121/ Lighting Load LMDC-100 LMDC-100 LMRJ—C8� Coupler OCCUPANCY SENSOR SYSTEM WIRING DETAIL W. ---------- ----- --- ---------__......_.........-- - - --- --- --- --- ---- ---- ..-- -- - --- --- --- ------ ---------_.............................- - ---... _ HANG FIXTURES WITH 4 TIE WIRES TO BUILDING STRUCTURE. LAY -IN CEILING 2 X 4 LAY -IN FIXTURE L T-BAR SUPPORTED INDEPENDENTLY OF FIXTURE FROM STRUCTURE. RECESSED LAY -IN FIXTURE DETAIL Emergency Vc-m� -,vrr r.,r F-mo .arc F'cwer O�.it Lighting lay hAW:,; (Rec " 2AWG) Load No'mal Neutr^,I Fme',e-)c y Nei 7 !WI-';e 18AW�) (Wr.:te 18AW:3) \c'^rcl vi' •reJ rse Lrrre c;e"c t'�wer In C pe to-:p O J . c wit', 0 8 ® A No mcCo-,Ed osed a,r = —; re alcrm panel 5eCL,' per,,_ < —other ELCU-200 12C/2/ NeuLrc W`rl U�swtcFed E k 20/L71, LVIi.I Series ire ierri',iatea Cn: or CAT�e. F ee Togo oqy S Sp itte, Acceptab�c —Prce,cy ' re Fmurnv��� Ne,i LMRC-101 Single Relay On/Off OVERRIDE SWITCH Room Controller EMERGENCY LIGHTS WALL TOGGLE 0 909 kcd Lighting g Load L 191 OVERRIDE TOGGLE SUATCH LMDC-100 LMDC-100 LMRJ—C8 —/ Coupler OCCUPANCY SENSOR SYSTEM WIRING DETAIL 'B' -------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------- --------------- ---------------------------------------------------------------------------------------------------------------------------- ------------------------ ------------------- k ------------------ ......._....._.__... .... --------- K. V. ----------------__-------------------._--------- _.... --------------------------- GR1432-DTC-MODEM BLUE BOX PANEL DETAIL M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELECTRICAL ENGINEERS Since 1984 m pspych@spychalaeng i neers. com 240 Pine Avenue North 813.855.2721 ph Oldsmar, Florida 34677 813.855.2741 fax Fla PEE# opw74787E O Fla COA# 3967 ------------- ... L . CI-ELSEA SWITCH DETAIL NOTES W 0� CD Cq N 00 N UM CIO d LL�O CO M M J LL W ~ U 0 J M 0 W Z Y Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: SR Revised: To THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. SYMBOLS, SCHEDULES & RISER NO SCALE E2.1 1 K E•16 LCP-7 E-16 LCP-7 E-16 _..._....... A E-8 /MOUNT BELOW GLASS O" nf�rr�• LCP-71 _ . 5.............................. ...... ------------- K_ :::. _... - _... __ ... .................. _ _ _.. ......... .--- - ..... E-16 K LCP-v ... M E 6 M' E- 6 LGP-� LCP-� K E-16 vLGP-� TYPICAL CIRCUIT NUMBER TYPICAL WALL SWITCH A-20 TYPICAL FIXTURE TYPE LCP 2­—TYPICAL LIGHTING CONTROL PANEL RELAY NUMBER M.P. SPYCHALA & ASSOCIATES, INC. 1 CONSULTING ELECTRICAL ENGINEERS Since 1984 mpspych@spychalaengineers.com 240 Pine Avenue North 813.855.2721 ph Oldsmar. Florida 34677 813.855.2741 fax LIGHTING KEYED NOTES Scott J. Roppeerr P.E. Fla PE# 74787 Fla COA# 3967 0 DUAL TECHNOLOGY OCCUPANCY 5EN50R TO CONTROL ALL ROOM LIGHTS. SET TO 30 MINUTE SHUTOFF MINIMUM. WIRE PER DETAIL 'A' ON 514EET E2.1. O ALL EMERGENCY AND EXIT LIGHTING SHALL BE TIED INTO THE LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHING DEVICES. TYPICAL. O3 DIGITAL SWITCH WITH LCP RELAY NUMBER INDICATED. PROVIDE 6-BUTTON SWITCH, ONE FOR EACH RELAY AND ONE FOR ALL ON/OFF. COMBINE RELAYS 05 AND 18 TO ONE BUTTON. O4 AFTER HOURS LGP OVERRIDE SWITCH. TO COMPLY WITH FLORIDA BUILDING CODE, LGP SHALL BECOME ACTIVE FOR A MAXIMUM TIME OF 4 HOURS UPON ACTIVATION OF SWITCH AFTER HOUR5. O IDUAL TECHNOLOGY OCCUPANCY 5EN50R TO CONTROL ALL ROOM LIGHT5. SET TO 30 MINUTE 5HUTOFF MINIMUM. WIRE PER DETAIL 'B' ON 5HEET E2.1. LIGHTING FIXTURE SCHEDULE Desi . Type Finish Lens Volt Wafts Lams Manufacturer Cat. No. Remarks A 2x4 DIRECT/INDIRECT WHITE ACRYLIC 120 59 (2) 32W T8 LITHONIA 2RT8S 2 32 MVOLT GEB10IS LP835HT8 MOUNT IN GRID WHERE INDICATED ON PLANS TROFFER 1 B 4' WRAPAROUND WHITE ACRYLIC PRISMATIC 120 59 (2) 32W T8 LITHONIA LB 2 32 120 GEB101S MOUNT TO CEILING WHERE INDICATED ON PLANS C 6" CFL RECESSED SPECULAR NONE 120 36 (1) 32W TRT CFL LITHONIA LF6N 1r26-42TRT F601AZ 120 RECESS IN CEILING WHERE INDICATED ON PLANS CAN LIGHT D 6" LED DIMMABLE SPECULAR NONE 120 32 LED MAXILUME HH6-LED-2000L-DIM10-120-FL-35K-HH6-6501-CL-W RECESS IN CEILING WHERE INDICATED ON PLANS CAN LIGHT 2000 LUMEN H EX EXIT SIGN WHITE 120 LED LITHONIA LQM S W 3 R 120/277 MOUNT TO CEILING WHERE INDICATED ON PLANS TOP PRISMATIC LENS SUSPEND FROM STRUCTURE WHERE INDICATED ON PLANS, TOP F DECORATIVE BOWL OIL RUBBED FAUXALABASTER 120 677 (12) 50W BX OCL ST2-P1GH-51-FA-ORB-12BX50-120-TLP-BFL OF FIXTURE TO BE 6' 6" FROM STRUCTURE. ORDER CENTER STEM BRONZE ACRYLIC BOTTOM AND CHAINS ACCORDINGLY. G3 3' BATHROOM COVE WHITE NONE 120 48 (2) 25W T8 LITHONIA C225MV MOUNT IN COVE WHERE INDICATED ON PLANS G4 4' BATHROOM COVE WHITE NONE 120 59 (2) 32W T8 LITHONIA C232MV MOUNT IN COVE WHERE INDICATED ON PLANS G6 6' BATHROOM COVE WHITE NONE 120 96 (4) 25W T8 LITHONIA (2) C225MV MOUNT IN COVE WHERE INDICATED ON PLANS G8 8' BATHROOM COVE WHITE NONE 120 118 (4) 32W T8 LITHONIA TC232MV MOUNT IN COVE WHERE INDICATED ON PLANS DECORATIVE EXTERIOR MOUNT TO WALL WHERE INDICATED ON PLANS AT 12' 9" AEG TO H MEDIUM BRON:'E CLEAR SEEDED ACRYLIC 120 46 (1) TRT 42 STERNBERG 99206 478WBi42PLT120!CSA ABZT SCONCE CENTER OF JUNCTION BOX EXTERIOR MOUNT TO 12" DIAMETER SONOTUBE ELEVATED 6" AFG. SONOTUBE K GROUND -MOUNTED SPOT BRONZE CLEAR GLASS 120 30 LED ECOSENSE BUL-L - 40 - 120-1 C - BZ - 30 X 30 TO EXTEND AT LEAST 12" BELOW GRADE. DECORATIVE EXTERIOR SUSPEND WHERE INDICATED ON PLANS- TO BE MOUNTED AT 12' 8" L PENDANT MEDIUM BRONL E I CLEAR SEEDED ACRYLIC I 120 60 (1) TRT 57 STERNBERG 2330B'CH44/57PLT120/CSA,ABZT AEG TO BOTTOM OF FIXTURE DECORATIVE EXTERIOR MOUNT TO WALL WHERE INDICATED ON PLANS AT 10'- 4" AEG TO M SCONCE MEDIUMBRON�E CLEAR SEEDED ACRYLIC 20 36 (1)TRT32 STERNBERG 8716;CSAPLT32l/32PLTiABZT CENTER OF JUNCTION BOX PROVIDE ALL FLUURL:5ULN I hIAI UKEb WI 11 35U0K LAMPS PLAN Noani NOFrrH LIGHTING PLANS SCALE 114" 7 I'-0" o CD N cc CO Uco co m Q Uj 0 o c-� LL LL Q Q � � Q T Lci Uj ui 0 0 Y� J Q � m LU z z LU Y W 0 WO O m O O cotic� 0 r` N z O CID �LO0D0 NCon Ifj Fa U 0 0 C Q O C680 = LU p U �0,N et �• 0' �00 ` LL LL O C 7 CD m c�qq ca 2 (z cis a. LiLL-)01?COH¢ LU 3 0 Comm. No 12010.00 Date: 01 / 16/ 14 Drawn: SR Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. J 2011 HARVARD JOLLY, INC. E3.0 1 .. M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELECTRICAL ENGINEERS Since 1984 mpspych@spychalaenaineers.com 240 Pine Avenue North 813.855.2721 ph Oldsmar, Florida 34677 813.855.2741 fax Scott J. Roper P.E. Fla PE# 74787 Fla COA# 3967 POWER & DATA KEYED NOTES O WIREMOLD RF54E FLOOR BOX. PROVIDE WITH BRONZE FLUSH COVER, (2) DUPLEX RECEPTACLES AND (4) RJ45 DATA JACKS WITH GAT 6 CABLING BACK TO DATA RACK. O WIREMOLD RFB4E FLOOR BOX. PROVIDE WITH BRONZE FLUSH COVER AND (2) DUPLEX RECEPTACLES. O CONTRACTOR TO PROVIDE 19" RACK WITH PATCH PANELS FOR ALL DATA CONNECTIONS. PUNCH DOWN ALL CAT& CABLES IN PATCH PANEL AND TEST CONNECTIONS. C WIFI ACCESS POINT. PROVIDE GAT6 CABLE FROM DATA RACK TO THIS LOCATION WITH AN EXTRA &' OF CABLE ABOVE CEILING. O5 PROVIDE WALL PLATE WITH HDMI, VGA, AND 3.5MM STEREO AUDIO JACKS. HDMI, VGA, AND 3.5MM STEREO CABLES TO RUN FROM PLATE UP TO TV ON ADJACENT WALL. O (2) SHIELDED CAT6 (STP) CABLES RUN FROM BACK OF TV AT 60" TO COMPUTER AT GIR./TECH. SERVICES ROOM. O (4) SHIELDED GAT& (STP) CABLES RUN FROM PROJECTOR AT CEILING TO CABINET IN FRONT OF ROOM. PROVIDE ADJACENT DUPLEX RECEPTACLE FOR PROJECTOR POWER. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH IN. OS DUPLEX USB REGEPT, 125V, 15A. LEGRAND MODEL NTR52&2USBW. O SEE HVAC ELECTRICAL CONNECTION SCHEDULE FOR ELECTRICAL REQUIREMENTS. TYPICAL. Ira DATA OUTLET - (2) RJ45 JACKS WITH CAT& CABLE BACK TO AND TERMINATED AT PATCH PANEL IN DATA RACK TEST ALL CONNECTIONS AFTER TERMINATION. TYPICAL. II JUNCTION BOX FOR HAND DRYER MOUNTED AT 40" AFF. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH -IN. 12 TIE BATHROOM EXHAUST FAN INTO BATHROOM LIGHTING CIRCUIT AND OCCUPANCY SENSORS. FAN SHALL RUN WHILE ANY OF THE BATHROOMS ARE OCCUPIED. 13 POWER FOR PEOPLE COUNTER/SECURITY. VERIFY EXACT REQUIREMENTS AND LOCATION IN FIELD. 14 (2) 3" CONDUITS RUN IN SOFFIT TO FACILITATE DATA GABLING BETWEEN THE NORTH AND SOUTH ENDS OF THE BUILDING. ALL RECEPTACLES TO BE TAMPER RESISTANT TYPE HVAC ELECTRICAL CONNECTION SCHEDULE NO. V / PH MCA DISC. SIZE FUSE SIZE POLES CIRCUIT AHU-1 208/3 28.0 # # # E-17,19,21 AHU-2 208/3 28.0 # # # A-18,20,22 CU-1A 208/3 34.4 60 45 3 E-23,25,27 CU-1B 208/3 34.4 60 45 3 E-29,31,33 CU-2A 208/3 34.4 60 45 3 A-24,26,28 CU-2B 208/3 34.4 60 45 3 A-30,32,34 VAV 1-1 208/1 1 14.4 30 20 2 E-18,20 VAV 1-2 208/1 19.2 30 25 2 E-22,24 VAV 1-3 20811 38.5 60 50 2 E-26,28 VAV 1-4 208/1 28.9 60 40 2 E-30,32 VAV 2-1 20811 24.0 30 30 2 A-38,40 VAV 2-2 208/1 14.4 30 20 2 A-42,44 VAV 2-3 1 20811 1 24.0 30 30 2 A-46,48 VAV 2-4 1 208/1 1 24.0 1 30 1 30 1 2 1 A-50,52 FXHAUST FANS SHALL HAVE A MOOR RATED THERMAI TOGGI F SWITCH ALL DISCONNECTS PROVIDED FOR OUTDOOR USE SHALL BE NEMA 3R TYPE # VFD PROVIDED BY MECHANICAL, WIRED BY ELECTRICAL CONTRACTOR INOFITH M POWER & DATA PLANS SCALE 1/4" = 1'-0" o � CD N Cq 00 00 U00 p W 0 J LL Q F< Q Z L6 P/ fig U LLi C) 0 Q m } LLI z z LU Y F 07 IL 0 CO � 0 0 Cm _o N Ln z O a0't`� o timNCOo U LoN V N ~( QQ, O� LJ U NW N > ILL_ 0 z Imo$ 0Cd � �CSaCL 3cn C� LLLLL�O�fnHQ 3 0 �O 9 a. 1�= < N H CO) O =3 Z Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: SR Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. J 2011 HARVARD JOLLY, INC. E4.0 M.P. SPYCHALA & ASSOCIATES, INC. CONSULTING ELECTRICAL ENGINEERS Since 1984 mpspych@spychalaengineers.com 240 Pine Avenue North 813.855.2721 on Oldsmar. Florida 34677 813.855.2741 fax Scott J. Roper 87 E. Fla PE# 774477 Fla COA# 3967 FIRE ALARM SYMBOL LIST m FIRE ALARM MANUAL 42" AFF OR AS PULL STATION NOTED TH FIRE ALARM HORN/FLASHING 80" AFF OR LIGHT COMBINATION SIGNAL SEE NOTE 2 BELOW FIRE ALARM FLASHING 80" AFF OR LIGHT SIGNAL SEE NOTE 2 BELOW © ON CEILING OR FIRE ALARM SMOKE DETECTOR AS NOTED O ON CEILING OR FIRE ALARM HEAT DETECTOR AS NOTED FRCP 60" AFF TO TOP FIRE ALARM CONTROL PANEL OR AS NOTED FAA 60" AFF TO TOP r'_1 I FIRE ALARM ANNUNCIATOR OR AS NOTED 0 46" AFF OR AS DUCT DETECTOR INDICATOR LIGHT NOTED IN HVAG DUCT TYPE SMOKE DETECTOR DUCTWORK ® IN HVAG SMOKE DAMPER DUCTWORK m RELAY AS NOTED 12" AFF OR AS MAGNETIC DOOR HOLDER NOTED DI 108" AFF OR AS LJV EXTERIOR F/A HORN NOTED © CEILING MOUNTED CEILING MOUNTED F/A SPEAKER NOTED ® ON CEILING OR CARBON MONOXIDE DETECTOR AS NOTED I. DEVICE BOX MOUNTING HEIGHT IS TO THE CENTERLINE UNLESS OTHERWISE NOTED. 2. MAXIMUM FIRE ALARM DEVICE MOUNTING HEIGHT SHALL BE 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. FIRE ALARM GENERAL NOTES I. ALL DEVICE BOX LOCATIONS SHALL BE FIELD VERIFIED BY THE ARCHITECT/OWNER AND/OR ENGINEER PRIOR TO INSTALLATION OF DRYWALL OR MILLWORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN ALL DEVICE BOX ROUGH -IN LOCATIONS HAVE BEEN COMPLETED FOR A VISUAL INSPECTION OF ALL LOCATIONS. 2. CONTRACTOR SHALL INSTALL A GREEN EQUIPMENT GROUNDING WIRE IN ALL GONDUITS AND SHALL BOND THE GROUND WIRE TO ALL DEVIGES AND ELECTRICALLY WIRED EQUIPMENT, BONDING SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 250-122 OF THE NEC. 3. ALL OUTLET OR DEVICE BOXES INSTALLED WITHIN CASEWORK SHALL HAVE A MAXIMUM 1/8" GAP AROUND OUTSIDE EDGE OF GUT -OUT. SEAL ALL GAPS WITH FIRE RATED PUTTY/CAULKING. PROVIDE UL LISTED EXTENSION RINGS FOR OUTLET BOXES THAT ARE NOT FLUSH WITH SURFACE. TYPICAL THROUGHOUT. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING EQUIPMENT. 5. ALL FIRE ALARM EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE MANUFACTURER'S WIRING REGOMMENDATIONS AND SHALL BE ZONED. ALL WIRING FOR THE FIRE ALARM SYSTEM SHALL BE RUN IN CONDUIT. FIRE ALARM EQUIPMENT INSTALLATION SHALL COMPLY WITH NFPA 12 (2010). 6. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3'-0" OF AIR SUPPLY VENT. TYPICAL THROUGHOUT. 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH STROBE CANDELA RATINGS AND DEVICE WIRING DETAILS. 8. PROVIDE SMOKE DETECTORS WITHIN IOFT OF ALL FIRE ALARM PANELS AND ELECTRONICS TO BE INSTALLED. 9. ALL WIRING SHALL BE PER FIRE ALARM SYSTEM MANUFACTURER'S SPECIFICATIONS. FIRE ALARM KEYED NOTES lO RELAYS SHALL BE INSTALLED IN THE CONTROL CIRCUIT OF THE ASSOCIATED HVAG EQUIPMENT AND SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM SO THAT WHEN THE FIRE ALARM SYSTEM GOES IN ALARM, THE HVAG UNITS THROUGHOUT THE BUILDING WILL SHUT DOWN. TYPICAL FOR ALL AIR HANDLING UNITS. WIRE RELAYS FOR FAILSAFE OPERATION. O DUCT MOUNTED SMOKE DETEGTOR(S) SHALL BE MOUNTED IN THE SUPPLY AND RETURN DUCT OF THE HVAG SYSTEM (ONE EACH). LOCATION SHALL BE DETERMINED BY THE MECHANICAL ENGINEER, THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL, AND WIRE TO THE FIRE ALARM SYSTEM. PROVIDE A REMOTE TEST -RESET SWITCH WITH PILOT LIGHT IN AN ACCESSIBLE AREA ON CEILING OR WALL AND LABEL ACCORDINGLY. 3O NEW FLOW AND TAMPER SWITCHES. COORDINATE EXACT LOCATION IN FIELD. PLAN TRIE NORTH TH NOR FIRE ALARM PLAN SGALE 1/4" = 1'-0" � w O 0 N cc `2 U co p W CD 0 CD J LL Q Q d Q T U~ W 0 Q �m 0 = QZ W z W Y H r) W o_ 0) O 0 (D m�C o� N. N z o ��m�0 Fa v O N 'q � ti IN W U Ch �5o� LL 0 �m`o ��'0 Gom ca as z C0 LLLL 01?[nF'--¢ 3 Comm. No: 12010.00 Date: 01 / 1 6/ 14 Drawn: jR Revised: TO THE BEST OF MY KNCWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. 2011 HARVARD JOLLY, INC. E5.0