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Project Consultants: CAMPO ENGINEERING, INC. CIVIL WEBER STRUCTURAL AND TINNEN P.A. ZEPHYRHILLS, FLORIDA For CITY OF ZEPHYRHILLS Design Office Location: 2714 Dr. REVIEW DATE CITY OF LEPH PLANS EXAMIf PREVAIL CODE.': CITY OF L � _ g Jr. St. No., St. Petersburg, FL, 33704, Ph: 727.896.4611 CONSULTING ENGINEERING ASSOCIATES, INC. MECHANICAL, PLUMBING, & FIRE PROTECTION M.P. SPYCHALA & ASSOCIATES, INC. ELECTRICAL 8 TECHNOLOGY CONSTRUCTION DO ZEPHYRHILLS PUBLIC ►U NENTSI� X� OV16/14 LIBRARY ' a"_ l -1 1 - t�2➢.t1��,au,�i�l�'�f,, l 1 — 1— , ( i i ABBREVIATIONS & AND K L ANGLE K.P. KICK PLATE @ AT K.S. KNEE SPACE �- CENTERLINE L 0 DIAMETER OR ROUND L. LENGTH R R P N NUMBE 0 OU D LAB. LABORATORY A L.A. LAY -IN ACOUSTICAL A.B. ANCHOR BOLT LAM. LAMINATE A/C AIR CONDITION (ING) LAV. LAVATORYLBL. LABEL ACOUS. ACOUSTIC (AL) L.F. LINEAR FEET ADJ. ADJUSTABLE, ADJACENT LKR. LOCKER A.D.O. AUTOMATIC OPENER U 0 C DOOR L. L. LEAD LINED LIVE LOAD A.F.F. ABOVE FINISH FLOOR L.P. LIGHTPROOF A.H.U. AIR HANDLER (UNIT) UNIT LT.WT. LIGHT WEIGHT AL. ALUMINUM M A.L . A TICAL LAY -IN ACOUSTICAL MAS. MASONRY ALT. ALTERNATE MATL. MATERIAL ANOD. ANODIZE(D) MAX. MAXIMUM A.P. ACCESS PANEL M.B. MACHINE BOLT APPROX. APPROXIMATE MECH. MECHANICAL ARCH. ARCHITECT MED. MEDICINE CABINET CAB. AUTO. AUTOMATIC MED. PREPMEDICAL PREPARATION B. MET. MTL.METAL B.G. BUMPER GUARD MFD. MANUFACTURED BLDG. BUILDING MFR. MANUFACTURER BM. BEAM M.G. MEDICAL GAS BOT. BOTTOM M.G.A. MEDICAL GAS ALARM B.U.R.M.G.O. BUILT-UP ROOF MEDICAL GAS OUTLET C M.G.V.B. MEDICAL GAS VALVE BOX CAB. CABINET M.H. MANHOLE C. B. CATCH BASIN MIN. MINIMUM C.C.T. CUBICAL CURTAIN TRACK MISC. MISCELLANEOUS C.C.U. CORONARY CARE NIT E U MLDG. MOULDING CER. CERAMIC M.O. MASONRY OPENING C.F.C.I. CONTRACTOR FURNISHED M.O.L. MORE OR LESS CONTRACTOR INSTALLED M.P. MEDICINE PREPARATION C.G. CORNER GUARD M.R. MOISTURE RESISTANT C. 1. CAST IRON M.R.I. MAGNETIC RESONANCE C.J. CONTROL JOINT IMAGER C. L. CENTER LINE M.S. METAL STUD CLG. CEILING N M.S.L. MEAN SEA LEVEL CLO. CLOSET M.T. METAL THRESHOLD CLR. CLEAR MTD. MOUNTED C.M.U. A N CONCRETE M SONRY U IT MUL. MULLION COL. COLUMN M.V. MIXING VALVE COM. COMMON N CONC. CONCRETE N.C. NURSE CALL CONST. CONSTRUCTION N.I.C. NOT IN CONTRACT CONT. CONTINUOUS NO. NUMBER CONTR. CONTRACTOR NOM. NOMINAL CORR. CORRIDOR N.STA. NURSE STATION C.O. CASED OPENING N.T.S. NOT TO SCALE CP. CARPET O C.S. CONCRETE SEALED O.A. OVERALL C.S.W. CAVITY SHAFT WALL O.C. ON CENTER C.T. CERAMIC TILE O.D. OUTSIDE D IAM ETER, OVERALL CTR. COUNTER, CENTER DIMENSION C.T.S. COMPUTED AXIAL O .F.C.I. OWNER FURNISHED TOMOGRAPHY SCANNER CONTRACTOR INSTALLED CTSK. COUNTER SUNK O.F.0.1. OWNER FURNISHED OWNER C.T.W. CERAMIC TILE WAINSCOAT INSTALLED C. U. CLEAN UTILITY O.H. OVERHEAD, OPPOSITE D O.H. CAB. OVERHEAD CABINET D.A. DELAYED ACTION OPNG. OPENING DBL. DOUBLE OPP. OPPOSITE D.E. DOUBLE EGRESS O.S. OVERFLOW SCUPPER DEPT. DEPARTMENT 0. R. OPERATING ROOM DIET. DETAIL P D.F. DRINKING FOUNTAIN P. PAINT DIA. DIAMETER DIAG. DIAGONAL PF. PREFABRICATED DIM. DIMENSION PL. PLATE, PLASTIC DISP. DISPENSER LAMINATE DN. DOWN PLAS. PLASTER D.R. DRESSING ROOM PLBG. PLUMBING DR. DOOR, DOCTOR PLYWD. PLYWOOD DWGS. DRAWINGS POL. POLISHED DWR. DRAWER PR. PAIR PT. POINT E P.T. PRESSURE TREATED EA. EACH P.T.D. PAPER TOWEL E. B. EXPANSION BOLT DISPENSER E.J. EXPANSION JOINT PTN. PARTITION EL. ELEVATION P.V.C. POLYVINYL CHLORIDE ELEC. ELECTRICAL Q ELEV. ELEVATOR Q.T. QUARRY TILE EMER. EMERGENCY E.P. ELECTRICAL PANELBOARD R EQ. EQUAL R. RISER OR RADIUS EQUIP. EQUIPMENT R.C. RUNNER CHANNEL E. R. EMERGENCY ROOM, R.C.P. REINFORCED CONCRETE PIP EMERGENCY RELEASE R.D. ROOF DRAIN E.S. EXPOSED STRUCTURE RE. RELATIVE TO E.T. ELAPSED TIME RECEP. RECEPTACLE E.W.C. ELECTRIC WATER COOLER REF. REFERENCE EXP. EXPANSION REFR. REFRIGERATOR EXIST. EXISTING REG. REGLET, REGULAR EXT. EXTERIOR REINF. REINFORCING REQD. REQUIRED F REV. REVISION F.A. FIRE ALARM R.H. ROBE HOOK F.A.C. FIRE ALARM CABINET RM. ROOM F.A.P. FIRE ALARM PULL STATION R.O. ROUGH OPENING F.C. FURRING CHANNEL F.D. FLOOR DRAIN, S FIELD DIMENSION S.A.B SOUND ATTENUATING FDN. FOUNDATION BLANKET F.E. FIRE EXTINGUISHER S.C. SOLID CORE F.E.C. FIRE EXTINGUISHER CABINET SCHED. SCHEDULE F.F.E. FINISHED FLOOR ELEVATION S.D. SOAP DISPENSER F.H.C. FIRE HOSE CABINET SEAL. SEALANT F.I. FILM ILLUMINATOR SECT. SECTION FIN, FINISH S.F.,SQ.FT. SQUARE FOOT (FEET) FL. FLOOR SH. SHELVING, SHELF SH. FLASH. FLASHING SHT. SHEET FLUOR. FLUORESCENT SIM. SIMILAR F.N.D. FEMININE NAPKIN DISPOSAL S.M. SHEET METAL F.N.V. FEMININE NAPKIN VENDOR S.M.S. SHEEP METAL SCREW FPRF. FIRE PROOF(ING) S.P.B. SPECIMEN PASS BOX F.R. FIRE RATED SPEC. SPECIFICATION (S) FR. FRAME SPF. SOUNDPROOF 0) FT. FOOT OR FEET S.S. STAINLESS STEEL Q FTG. FOOTING STA. STATION 3: FURR. FURRING STD. STANDARD FUT. FUTURE STL. STEEL Q F.W. FLUSH WOOD STOR. STORAGE STRL. STRUCTURAL m O S.U. SOILED UTILITY GA. GAUGE SUSP. SUSPENDED , GAL. GALLON S.Y. SQUARE YARD o GALV. GALVANIZED E G.B. GRAB BAR T It G.C. GENERAL CONTRACTOR T. TREAD, TOILET C. M. GALVANIZED METAL TA. TABLE N G.M.L. GALVANIZED METAL LATH T.B. TEST BORING `� G.M.S. GALVANIZED METAL STUD T.C. TOILET COMPARTMENT N GND. GROUND TEL. TELEPHONE o GR. GRADE TEMP. TEMPERED, TEMPERATURE 0 GYP. GYPSUM T.&G. TONGUE &GROOVE o GWB GYPSUM WALLBOARD THK. THICK (NESS) 0 T.P.D. TOILET PAPER DISPENSER �- H H.B. HOSE BIBB T.P.H. TOILET PAPER HOLDER w HBD. HARDBOARD TREAT. TREATMENT H.C. HOLLOW CORE,HANDICAPPED T.V. TELEVISION HDW. HARDWARE TYP• TYPICAL w HDWD. HARDWOOD U a HGT. HEIGHT UC. UNDERCUT H.M. HOLLOW METAL U.C. UNDERCOUNTER HORIZ. HORIZONTAL U.O.N. UNLESS OTHERWISE NOTED x H.PT. HIGH POINT UTIL. UTILITY UTIL. (n HR. HOUR V a H.R. HANDRAIL V. VINYL Jc H.R.S. HEALTH AND REHABILITATIVE V.B. VINYL BASE to SERVICES V.C.T. VINYL COMPOSITION L H.S. HEAT STRENGTHENED VERT. VERTICAL (LY) ° H.S.V. HEAT SEAMED VINYL VEST. VESTIBULE iD HTG. HEATING V.I.F. VERIFY IN FIELD H.V.A.C. HEATING, VENTILATION, & V.W.C. VINYL WALL COVERING 0 AIR CONDITIONING W D I W/ WITH I.C.U. INTENSIVE CARE UNIT W.B. WALL BUMPER. V) = I.D. INSIDE DIAMETER W.C. WATER CLOSET, WALL IN. INCH (ES) COVERING = Q. INCL. INCLUDE (D) (ING) W/C WHEEL CHAIR INSUL. INSULATION WD. WOOD N INT. INTERIOR W.H WATER HEATER I INV. INVERT (ED) W.I. WROUGHT IRON ILL - SYMBOLS LEGEND A COLUMN AND (1)- y- CONSTRUCTION GRID LINES A DOOR SYMBOL - SEE Al DWGS 0 FOR SCHEDULES & DETAILS HOLLOW METAL WINDOW SYMBOL - 3 SEE A14 DWGS FOR LEGEND & DETAILS (DALUMINUM WINDOW SYMBOL - SEE Al DWGS FOR LEGEND & DETAILS (E) EQUIPMENT NUMBER ( 2 ) KEYNOTE SYMBOL 15 WALL TYPE - SEE Al DWGS WHERE INDICATED x WALL SECTION CALLOUT X - DRAWING NUMBER Ax.xx AX.XX - SHEET NUMBER DETAIL SECTION CALLOUT x X - RAWING NUMBER Ax.xx D AX.XX - SHEET NUMBER INTERIOR ELEVATION CALLOUT x X - DRAWING NUMBER Ax.xx AX.XX - SHEET NUMBER - -� x l ENLARGED PLAN/DETAIL CALLOUT X - DRAWING NUMBER Ax.xx AX.XX - SHEET NUMBER AREA/ITEM REVISION REVISED 100'-O" FLOOR/DATUM ELEVATION FIRST FLOOR LEVEL A B MATCH LINE MATERIAL LEGEND EARTH/FILL BRICK 0 - 0 0 CONCRETE STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE f ie.lt v.ii :: ;.ii i,, 1- t dE;li �CMU - LARGE SCALE Ills, €!ls;i€ is .il ;Ili E i<< CMU - SMALL SCALE CERAMIC TILE METAL - LARGE SCALE METAL - SMALL SCALE OR SHEET METAL _ - FINISH WOOD WOOD BLOCKING -- WOOD SHIM ,.r PLYWOOD _ GYPSUM WALLBOARD ^,!.�i- `-�`E ��=- RIGID I N S U LATI O N t„_ ,- y- � �, ��. BATT INSULATION k. y"'c"y"", ,�,, '; ` - SAAING INSULATION "" � : MOMIN CARPET PREMOLDED JOINT FILLER JOINT - SEALANT AND E3, BACKER ROD SHEET N0. SYSTEM DISCIPLINE - A5.113 ---~ AREA OF BUILDING CATEGORY t FLOOR OF BUILDING LOCATION MAP PROJECT GENERAL NOTES CODE CRITERIA NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF LATEST ADOPTED EDITIONS HIS SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. TO ASSURE COORDINATION OF ALL WORK AFFECTING NFPA-1 UNIFORM FIRE CODE , 2009 ED . EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR NFPA-10 STANDARD FOR PORTABLE FIRE APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE RESPONSIBLE EXTINGUISHERS PARTY FROM PERFORMING ALL WORK REQUIRED. NFPA-1 3 STANDARD FOR THE INSTALLATION OF 1. EXISTING CONDITIONS - THE EXISTING CONDITIONS SHOWN ON THESE SPRINKLER SYSTEMS DRAWINGS ARE BASED ON INFORMATION PROVIDED TO THE ARCHITECT. NFPA-14 STANDARD FOR INSTALLATION OF THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ON THE JOB STANDPIPE AND HOSE SYSTEMS SITE, AND NOTIFY THE ARCHITECT OF DEVIATIONS FROM THESE DRAWINGS NFA-15 P STANDARD FOR WATER S RAY FIXED P PRIOR T FABRICATION INSTALLATION OF THE WORK. O F B C ATI N O AND SYSTEMS FOR FIRE PROTECTION NFPA-20 STANDARD FOR INSTALLATION OF 2. DRAWINGS - THESE DRAWINGS SHALL NOT BE SCALED. REFER TO CENTRIFUGAL FIRE PUMPS DIMENSIONS INDICATED, ACTUAL SIZES OF CONSTRUCTION ITEMS OR NFPA-22 STANDARD FOR WATER TANKS FOR AI W NDIMENSIONOR OTHER METHOD OF LOC ATING CONSTRUCTION HERE 0 RIVATE FIRE ROTECTION 2008 ED. P P a METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT NF A-26 P SUPE RVISION OF VALVES CONTROLLING LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. WATER SUPPLIES FOR FIRE PROTECTION 3. DIMENSIONS - DIMENSIONS ON PLANS ARE FROM FACE OF C.M.U. NFPA-49 HAZARDOUS CHEMICALS DATA INTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF GYPSUM NFPA-54 NATIONAL FUEL GAS CODE 2009 ED. BOARD OR FACE OF EXISTING WALL, UNLESS NOTED OTHERWISE. NFPA-70 NATIONAL ELECTRICAL CODE EXTERIOR DIMENSIONS ARE FROM FACE OF MASONRY, UNLESS NOTED NFPA-72 STANDARD FOR INSTALLATION , OTHERWISE. DIMENSIONS INDICATED AS CLEAR SHALL BE A MINIMUM MAINTENANCE AND USE OF LOCAL DIMENSION, FACE 0 FA T FACE OF FINISH MATERIALS. PROTECTIVE SIGNALING SYSTEMS NFPA-80 STANDARD FOR FIRE DOORS AND WINDOWS 4. DUCTS, PIPES, CONDUIT, ETC. -ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT, ETC ... (WHETHER SHOWN OR NOT). IN FINISHED ROOMS NFPA-88A STANDARD FOR PARKING STRUCTURES SHALL BE LOCATED WITHIN WALLS OR ABOVE FINISHED CEILINGS. ITEMS NFPA-90A STANDARD FOR THE INSTALLATION OF A R THAT ANNOT BE LOCATED WITHIN WALLS OR CEILINGS SHALL BE FURRED C AIR C NDITIONING AND VENTILATION 0 IN AND FINISHED TO MATCH ADJACENT SURFACES AND ANY REQUIRED SYSTEMS , 2009 Ed . WALL OR CEILING RATINGS. VERIFY ACCEPTABILITY WITH ARCHITECT PRIOR NFPA-90B STANDARD FOR THE INSTALLATION OF TO ENCASEMENT. WARM AIR HEATING AND AIR N ITIONING SYSTEMS 2009 ED. CO D 5. - A A ACCESS DOORS FURNISH AND INSTALL ACCESS DOORS IN WALLS AND NFPA-91 STANDARD FOR THE INSTALLATION OF NON -ACCESSIBLE TYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO BLOWER AND EXHAUST SYSTEMS MECHANICAL, FIRE PROTECTION, PLUMBING ELECTRICAL OR OTHER NFPA-92A STANDARD FOR SMOKE CONTROL SYSTEMS , EQUIPMENT IS REQUIRED. WHERE WALL OR CEILING IS REQUIRED TO BE 2009 ED . RATED, PROVIDE ACCESS DOORS OF FIRE RATING EQUAL TO SURFACE IN WHICH THEY OCCUR. NFPA-101 LIFE SAFETY CODE , 2009 ED . 6. - A Y IN LOCATIONS AT BLOCKING WOOD BLOCKING SHALL ONLY BE USED NF A-220 P STANDARD ON TY ES OF BUILDING P WHICH GALV. METAL BACK-UP CANNOT BE USED. ALL BLOCKING OUTSIDE CONSTRUCTION THE BUILDING ENVELOPE OR SUBJECT TO MOIST OR HUMID CONDITIONS NFPA-251 STANDARD METHODS OF FIRE TESTING OF TREATED. ISOLATE PRESSURE D WOOD FROM SHALL BE PRESSURE E TREATED E E BUILDING CONSTRUCTION AND MATERIALS METAL FRAMING WITH 15# FELT, AND USE CORROSION RESISTANT TEST OF DOOR ASSEMBLIES FASTENERS. NFPA-252 STANDARD METHODS OF FIRE TEST OF DOOR ASSEMBLIES 7. PRECAUTIONS - IF UNFORESEEN CONDITIONS ARE DISCOVERED WHICH NFPA-253 STANDARD METHODS OF TEST FOR COULD CAUSE ADVERSE EFFECTS UPON THE STRUCTURE OR ITS CRITICAL RADIANT FLUX OF FLOOR OCCUPANTS, REPORT ANY SUCH CONDITION IMMEDIATELY TO THE COVERING SYSTEMS USING A RADIANT ARCHITECT. TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. HEAT ENERGY SOURCE THE CONTRACTOR SHALL REPORT ALL HAZARDOUS MATERIALS DISCOVERED NFPA-255 STANDARD METHOD OF TEST OF SURFACE TO OWNER, ARCHITECT AND AUTHORITIES HAVING JURISDICTION. BURNING CHARACTERISTICS OF BUILDING MATERIALS 8. PLUMBING, MECHANICAL, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, NFPA-256 STANDARD METHODS OF FIRE TESTS OF CIVIL - BRING TO THE ATTENTION OF THE ARCHITECT ALL CONFLICTS ROOF COVERINGS WITHIN THE WORK. NFPA-703 STANDARD FOR FIRE RETARDANT IMPREGNATED WOOD AND FIRE RETARDANT 9. SITE USAGE - USE OF THE SITE FOR ANY CONSTRUCTION STAGING OR COATINGS FOR BUILDING MATERIALS OTHER OPERATIONS SHALL BE COORDINATED WITH THE OWNER. TAKE AMER I CAN NATIONAL STANDARDS INSTITUTE (ANSI) CARE NOT TO BLOCK OR ADVERSELY AFFECT ANY PUBLIC OR ADJACENT OWNER AREAS, OR OTHER AREAS NOT WITHIN THE CONSTRUCTION LIMITS. ANSI -A 1 17 . 1 AMER I CAN NATIONAL STANDARD FOR BUILDINGS AND FACILITIES -PROVIDING 10. EXIT ACCESS - MAINTAIN FREE, SAFE, AND APPROVED MEANS OF ACCESSIBILITY AND USABILITY FOR EGRESS IN AND OUT OF PROJECT LOCATION AND EXISTING OCCUPIED PHYSICALLY HAND I CAPPED PEOPLE" BUILDING) IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE FLOR I DA ADMINISTRATIVE CODE FAC ( ) REGULATORY AGENCIES. CH. 4A-3 FAC THE STATE FIRE PREVENTION CODE 11. N.I.C. ITEMS - ALL ITEMS MARKED N.I.C. (NOT IN CONTRACT) ARE TO BE FURNISHED BY THE OWNER. CONSULT THE OWNER FOR ANY ADDITIONAL CH . 4A-47 FAC THE UNIFORM FIRE SAFETY STANDARDS REQUIRED INFORMATION NOT SHOWN. FOR ELEVATORS 12. EQUIPMENT - REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL FLOR I DA BU I LD i NG CODE 2010 EDITION INFORMATION. VERIFY ANY REQUIREMENTS FOR ROUGH -IN OR FLOR I DA BUILDING CODE 201 0 CONNECTION PRIOR TO CONSTRUCTION TO ASSURE CORRECT FLOR I DA BUILDING CODE ACCESSIBILITY 2010 INSTALLATION, OPENINGS, ELECTRICAL, MECHANICAL, BLOCKING, ETC. FLOR I DA GAS CODE 201 O 13. FIXTURES - LAVATORIES AND SINKS SHALL BE INSTALLED A FLOR I DA MECHANICAL CODE 2010 MINIMUM OF 4" FROM FINISHED SIDE WALLS. FAUCETS SHALL BE FLOR I DA PLUMBING CODE 201 0 INSTALLED WITH A MINIMUM OF 5" FROM THE OUTLET TO THE FLOOD RIM FLOR I DA FIRE PREVENTION CODE 201 0 OF SINKS, INCLUDING THOSE EQUIPPED WITH VACUUM BREAKERS. WATER CLOSETS SHALL BE INSTALLED A MINIMUM OF 15" FROM FINISHED SIDE AMERICANS WITH DISABILITIES ACT (ADA) WALLS TO CENTERLINE OF FIXTURES. (18" TO CENTERLINE FOR ACCESSIBILITY GUIDELINES FOR BUILDINGS AND HANDICAPPED FIXTURES). FACILITIES , JULY 1 991 EDITION 14. COORDINATION _ GENERAL CONTRACTOR SHALL COORDINATE I N TRA T R NATIONAL METAL AND AIR CONDIT ONI G CON C 0 S REQUIREMENTS OF ALL TRADES TO ALLOW FOR TIMELY INCLUSION IN THE ASSOCIATION INC. (SMACNA) : WORK ALL REQUIRED ITEMS SO AS NOT TO DELAY THE WORK OR THE FIRE , SMOKE AND RADIATION DAMPER GUIDE WORK OF ANY SUBCONTRACTOR. (EDITION 1995 ) 15, SPECIFICATIONS - REFER TO THE PROJECT MANUAL FOR AMER I CAN SOCIETY OF HEATING. REFRIGERATION AND A I R SPECIFICATIONS OF ITEMS. REQUIREMENTS OF THE SPECIFICATIONS APPLY CONDITIONING ENGINEERS INC. (ASHRAE) : TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDITIONAL ASHRAE HANDBOOK OF FUNDAMENTALS, EDITION 2001 INFORMATION FOR EACH ITEM SO SPECIFIED. IF DISCREPANCIES EXIST BETWEEN SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT UNDERWRITERS LABORATORIES INC. (UL) REQUIREMENT SHALL PREVAIL. NOTIFY THE ARCHITECT OF ANY FIRE RESISTANCE DIRECTORY , CURRENT EDITION DISCREPANCIES TO OBTAIN CLARIFICATION. GYPSUM ASSOCIATION (GA) 16, GENERAL CONTRACTOR SHALL VERIFY CONSTRUCTION IS COMPLETE AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PRIOR TO FIRE RESISTANCE DESIGN MANUAL , 19 t h . EDITION INSPECTION BY DOE. NOTIFY THE ARCHITECT PRIOR TO INSPECTION OF ANY DEFICIENCIES OBSERVED. 17. IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE SUBSTANTIAL, FIRE RESISTIVE INSTALLATIONS CONFORMING TO REQUIREMENTS OF THE INDICATED FIRE TEST AND RECOMMENDATIONS OF UNDERWRITER'S LABORATORIES. INSTALLATIONS NOT CONFORMING TO THOSE STANDARDS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. 18. COORDINATE INSTALLATION OF PLUMBING, VENT STACKS AND CONDUIT TO PERMIT INSTALLATION OF RECESSED TOILET ACCESSORIES, FIRE EXTINGUISHER CABINETS AND OTHER RECESSED EQUIPMENT. 19. WHERE DUCTS, PIPES, CONDUIT, BAR JOISTS, BEAMS OR ANY OTHER MATERIALS PENETRATE A FIRE RATED WALL OR PARTITION. OPENINGS SHALL BE TIGHTLY SEALED. ANNULAR OPENINGS IN C.M.U. WALLS SHALL BE FILLED WITH GROUT. DO NOT COVER PENETRATIONS OF C.M.U. WALLS WITH DRYWALL. ANNULAR OPENING BETWEEN SLEEVE AND PIPE SHALL BE SEALED WITH APPROVED FIRE AND SMOKE RETARDANT SEALER. SLEEVES SHALL EXTEND A MAXIMUM OF 2" BEYOND FACES OF WALL. REFER TO MECHANICAL DRAWINGS. CODE CRITERIA (CONT'D.) 2010 FLORIDA BUILDING CODE - BUILDING NEW 1-STORY LIBRARY FACILITY AUTOMATIC FIRE SPRINKLER/FIRE ALARM SYSTEMS TOTAL AREA: 8,463 SF CHAPTER 3 -USE AND OCCUPANCY CLASSIFICATION SECTION 302.1 GENERAL N A Y PAN Y -GROUP A-3 LIBRARY SECTIO 303 SSEMBL OCCU C CHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREAS TABLE 503: GROUP A- TYPE 3 : II-B CONSTRUCTION E HEIGHT: TYPE II-B: 55 -0 20 -0 PROPOSED - OK MAX. G ( ) MAX. NO. OF STORIES: TYPE II-B: 2 (1 STORY PROPOSED) - OK MAX. AREA: 9,500 SF PER FLOOR ( 8,463 PROPOSED) - OK CHAPTER 6 - CONSTRUCTION TYPES SECTION 602.2: TYPE II-B CONSTRUCTION TABLES 601 & 602: PRIMARY STRUCTURAL FRAME TYPE II-B: 0 HOUR BEARING WALLS EXTERIOR: TYPE II-B: 0 HOUR * INTERIOR: TYPE II-B: 0 HOUR N N ARIN WA AND PARTITIONS 0 BE G WALLS EXTERIOR: TYPE II-B: 0 HOUR ** NONBEARING WALLS AND PARTITIONS INTERIOR: T RIOR: TYPE II-B: 0 HOUR FLOOR CONSTRUCTION AND S: TYPE II-B: 0 HOUR UR SECONDARY MEMBER ROOF CONSTRUCTION AND SECONDARY MEMBERS: TYPE II-B: 0 HOUR * PER EXCEPTION G, THE FIRE RATING CAN BE REDUCED TO NOT LESS THAN THAT REQUIRED BY TABLE 602, AND SINCE ALL BUILDING FACES ARE GREATER THAN 30 FEET FROM ALL OTHER BUILDINGS AND THE CENTERLINE OF ADJACENT STREETS, NO FIRE RATING IS REQUIRED. ** PER TABLE 602, SINCE ALL BUILDING FACES ARE GREATER THAN 30 FEET FROM ALL OTHER BUILDINGS AND THE CENTERLINE OF ADJACENT STREETS, NO ADDITIONAL FIRE RATING IS REQUIRED. CHAPTER 7 - FIRE -RESISTANCE -RATED CONSTRUCTION TABLE 705.8, MAXIMUM AREA OF EXTERIOR WALL OPENINGS: NO LIMIT SINCE ALL BUILDING FACES ARE GREATER THAN 30 FEET FROM THE CENTERLINE OF ADJACENT STREETS. SECTION 707 FIRE BARRIERS SECTION 707.6 - OPENINGS: OPENINGS IN A FIRE BARRIER WALL SHALL BE LIMITED TO A MAXIMUM AGGREGATE WIDTH OF 25 PERCENT OF THE LENGTH OF THE WALL. (TYPE II-B REQUIRESO-HOUR RATING OF ALL WALLS) ASSEMBLY FIR TABLE 715.5 FIRE WINDOWSSEMBL E PROTECTION RATINGS: (TYPE II-B REQUIRES 0-HOUR RATING) CHAPTER 8 - INTERIOR FINISHES TABLE 803.9, INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY: OCCUPANCY A-3 NONSPRINKLERED: EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS A CORRIDORS: CLASS A ROOMS AND ENCLOSED SPACES: CLASS C EXCEPTION: LOBBY AREAS IN A-3 OCCUPANCIES SHALL NOT BE LESS THAN CLASS B MATERIALS. CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 903.2.1.3 GROUP A-3 AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED. CHAPTER 10 - MEANS OF EGRESS SECTION 1003.2, CEILING HEIGHT THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. TABLE 1004.1.1, MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: REFER TO LIFE SAFETY PLAN, SHEET A1.1. SECTION 1005.1, MINIMUM REQUIRED EGRESS WIDTH: "MULTIPLE MEANS OF EGRESS SHALL BE SIZED SUCH THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY." TABLE 1005.1, EGRESS WIDTH PER OCCUPANT SERVED: STAIRWAYS: 0.3 INCHES PER OCCUPANT (MIN. 44 INCHES) OTHER EGRESS COMPONENTS: 0.2 INCHES PER OCCUPANT SECTION 1005.2 DOOR ENCROACHMENT DOORS OPENING INTO THE PA F R TRAVEL SHALL NOT REDUCE THE PATH 0 EGRESS REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED WIDTH. SECTION 1008.1.1, SIZE OF DOORS: 32 IN, MIN. CLEAR WIDTH; 48 IN. MAX. SECTION 1008.1.7, THRESHOLDS: 36" MAX AT PRIMARY DOOR ONTO IMPERVIOUS CONSTRUCTION TABLE 1015.1, SPACES WITH ONE MEANS OF EGRESS: 49 MAX. OCCUPANT TABLE 1016.1, EXIT ACCESS TRAVEL DISTANCE: 200 FT. TABLE 1018.1, CORRIDOR FIRE -RESISTANCE RATING: WITHOUT AUTOMATIC SPRINKLER SYSTEM, OCCUPANCY A, 1-HOUR. SECTION 1018.2, CORRIDOR WIDTH: 44 IN. MIN. SECTION 1018.4, DEAD ENDS: 20 FT. MAX. EXCEPTION: 3. A DEAD-END CORRIDOR SHALL NOT BE LIMITED IN LENGTH WHERE THE LENGTH OF THE DEAD-END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. TABLE 1021 .1 , MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: 2 EXITS MIN. FOR 1 -500 OCCUPANTS SECTION 1028.2 - ASSEMBLY MAIN EXIT: THE MINIMUM AGGREGATE WIDTH OF THE MAIN ENTRANCE FOR GROUP A OCCUPANCIES SHALL BE SUFFICIENT TO ACCOMMODATE 50 PERCENT OF THE OCCUPANT LOAD AND SHALL BE AT THE LEVEL OF EXIT DISCHARGE OR SHALL CONNECT TO A STAIRWAY OR RAMP LEADING TO A STREET. CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ALL COMPONENTS OF THIS BUILDING MUST COMPLY WITH THIS SECTION. CHAPTER 16 - STRUCTURAL DESIGN TABLE 1604.5 - OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES OCCUPANCY CA-EGORY: II TABLE 16C7.1 - MINIMUM UNIFORMLY D'S-RiBUTED LIVE LOADS AND MINIMUM CONCENTRATED LNE LOADS OCCUPANCY OR USE: LIBRARIES READING ROOMS - 60 PSF (UNIFORM), 1,000 LBS. (CONCENTRATED) STACK ROOMS - 150 PSF (UNIFORM), 1,000 LBS. (CONCENTRATED) SEC71CN 1609, W ND LOADS FIGURE 16C9A - ULTIMA`E WIND SPEEDS FOR CATEGORY II BUILDINGS: PROJECT IS SITED IN A ' 37 NOMINAL DESIGN 3-SECOND GUST WIND SPEED AT 33 FEET ABOVE GROUND FOR EXPOSURE C CATEGORY. PROJECT SITE IS NOT LOCATED WIT-11N A WIND-BORNE DEBRIS REGION. FBC/NOA PRODUCT APPROVALS PLUMBING FIXTURE CALCULATIONS 3443-R - 6267 2010 FLORIDA BUILDING CODE - PLUMBING 3174.1 -- '2195 -- CHAPTER 4 - FIXTURES, FAUCETS AND FIXTURE FITTINGS 1471R - TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES OCCUPANCY: ASSEMBLY A-3 � TOTAL NUMBER OF OCCUPANTS: 242 11 °E 1 �e,;h TOTAL NUMBER OF OCCUPANTS PER GENDER: 121 (PER 403.3) <?�..:: - 11 REQUIRED WATER CLOSETS: PROPOSED: 1 PER 125 OCCUPANTS MALE: 1 MALE: 1 WC & 1 URINALS 1 PER 65 OCCUPANTS FEMALE: 2 FEMALE: 3 REQUIRED LAVATORIES: PROPOSED LAVATORIES: 1 PER 200 OCCUPANTS °` MALE: 1 MALE: 2 - FEMALE: 1 FEMALE: 3 REQUIRED DRINKING FOUNTAINS: PROPOSED DRINKING FOUNTAINS: NORTH TFM 1 PER 500 OCCUPANTS raRni -- REQUIRED SERVICE SINKS: 1 PROPOSED SINKS: 1 (E FAMILY ASSISTER-USE TOILET ROOM: I 1 WATER CLOSET AND LAVATORY PROVIDED USED IN FEMALE COUNT PER 403.1.2 0�22 S NGLE PLY ROOFING METAL WALL SIDIN S-EEL DCOR C U RTAI N WALL MANUFACTURER PRC-DJCT GAF - EVERGUARD 50 MIL PVC CENTRIA - IW-1CA HOLLOW METAL., INC. i LARGE MISSILE IMPACT 2'92.1, -- METAL COPING METAL -ERA, INC. - ANCHOR TITE .2 & .4 PERMA TITE 1143.1 -- METAL ROOF EDGE METAL -ERA, INC. EDGE SYSTEM 252L.1 -- I SUBSTRATE GP - DENSGLAS NOT-S: 1) PRODUCTS, MANUFACTURERS AND MODEL NUMBERS INDICATED ARE "BASIS OF DES GN" 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 SUBMITTAL PROCESS. 2) SEE MANUFACTURERS' N.O.A. APPROVED COMPONENT, FASTENING, AND INSTALLATION DETAILS. NOTIFY ARCHITECT OF ANY STRUCTURAL COORDINATION NEEDED BETWEEN APPROVED MANUFACTURER'S SYSTEMS AND SHOWN SUBSTRATES. 3.) SEE FBC CHAPTER 25 FOR ADDITIONAL STUCCO REQUIREMENTS AND APPLICATIONS. 4.) SEE FBC CHAPTER 21 AND STRUCTURAL DRAWINGS FOR MASONRY REQUIREMENTS. OCCUPANCY CALCULATIONS ROOM NO. ROOM _. NAME 100 LOBBY 101 JANITOR 102 COMPANION TOILET 103 MEN 104 WOMEN 105 MEETING ROOM 105A 105B GALLEY STORAGE 106 NEW BOOKS 107 BUSINESS CENTER 1 SERVICE DES K K s c s 1 09 HILDREN' COLLECTION C S CO N C O 110 COMPUTERS 111 ADULT COLLECTION - SEATING ill ADULTCOLLECTIONKS U S TA C 112 ADULT READING AREA - STACKS 112 ADULT READING AREA - SEATING 113 BOOK SALES 114 TEENS 115 STUDY ROOM 116 STUDY ROOM 117 ELECTRICAL 118 MECHANICAL 119 CIRCULATION RK AREA WORK 120 DIRECTOR'S OFFICE 121 I. T. 122 STORAGE 123 STAFF TOILET 224 ISTAFF LOUNGE 125 IBOOK RETURN TOTAL NET SQUARE FOOTAGE: OCCUPANT O TOTAL PANT LOAD: O ALTERNATES ROOM SQ. FT. CODE �... . CLASSIFICATION OCI 407 7 NET 54 300 GROSS 86 N/A 152 N/A 215 N/A 642 7:NET 115 46 60 GROSS S 00 GROSS OS 373 100 GROSS 97 100 GROSS 3 14 1 R OSS 100,GROSS 602 853 100 GROSS 50 NET 100 50 NET 9 11 1 R OSS 100.GROSS 387 100 GROSS 441 50 NET 76 100 G ROSS 204 501 NET 81 50 NET 157 50 NET 98 300'`'GROSS 237 300 GROSS 1 6 9 1 R 00 GROSS 125 100 GROSS 66 300'GROSS 85 3001GROSS 72 N/A 149 100 GROSS 67 300'GROSS 7.424. DRAWING INDEX NO. DATE GENERAL ANCY 59 X1.1 ._._._......._...._ .............. .._ 01/16/14 COVER SHEET ___.._-_ __ _ ..----- .__.. _. _._.__.... _ _ ...._._.___..____---- ...._--- _- ._.__..........._ ABBREVIATIONS, LEGENDS, NOTES, DRAWING INDEX 1 0 NO. C1.0 C2 0 C30 DATE 01/16/14 01/16/14 01 16 14 CIVIL COVER PAGE -.__......._._.__,...-....__..__.------- - -------- _......._._,._._..... GENERAL NOTES ---- --- EX. CONDITIONS DEMO AND EROSION CO -NTROL PLAN 0 0 92 2 1 C4.0 _._._.___.___.__._.___._._ C5.0 01/16/14 _._._.__._-._._--._._._.__.____. 01/16 4-- OVERALL SITE PLAN __._____.._ __..__..__.___.__.________._________,___._____,_______.__._._._.___._._ __________ PAVING, GRADING AND DRAINAGE PLAN 4 C6 0 C7 0 C8.0 01 16 14 _. _ 1 I'l-_.........__... 01/16/14 01/16/14 UTILITY PLAN 1._, PAVING GRADING AND DRAINAGE PLAN-I_��� UTILITY DETAILS 4 7 18 NO. DATE LANDSCAPE 10 4 _�1. _.___.____._ L2.0 .01 /16/14 01 16 14 TREE DISPOSITION ,PLAN _._._------- __.____._._____ ._..._.___ .___.,_._____ __ LANDSCAPE PLANTING PLAN 9 5 NO. DATE IRRIGATION 2 IR1 0 IR2.0 01/16/14 01 16 14 IRRIGATION PLAN _...... __._.. ____.._.._.._......,__.____........_. _. IRRIGATION DETAILS 4 1 NO. DATE STRUCTURAL 1 SN-1 ..._ SN 1 S1 0 ... -_-..__. _... S2.0 ._._._.__._._.__.__._____ S3.0 01/16/14 01 16 14 / / 01/16/14 _..__ ._............_.. 01/16/14 ._.__._._._._._._._.__._._._____._._. 01/16/14 NOTES AND SPECIFICATIONS ._..._._......._.. . ........... - __ _ __-- -- _ _,__.._._._,..__---°-._.__... NOTES AND SPECIFICATIONS FOUNDATION PLAN ........ ......_.... ... _....... _.............,_.",-..........-__..._. -. _,. � . _ . ROOF FRAMING PLAN ___._____._._.___._._--------------- -._._._.__________._._._._.__.__._.__._.___.____.__.__________._._ _..--- HIGH CLERESTORY ROOF FRAMING PLAN 7 2 1 0 2 - 4 0 01/16/14 _ __._.__.____._._____ UPLIFT DIAGRAM _ .._. 0 ...............__. 01/16/14 ..__... _._ _._...-. y__ __ __"-.-,_..._"._._..:.__...___._ BUILDING SECTIONS S 01/16/14 BUILDING SECTIONS _ 42 ® �0 I 5`S3 0 01/16/14 _........ __..... _---._I......_.. ....__....._......._.__----____.. BUILDING SECTIONS - 1.0 01/16/14 STANDARD DETAILS SD2 0 01/16/14 STANDARD DETAILS ------_._._.___._.__ __------ ._ _... _ . _..__ SD3 0 _______ _ _____�_ 01 16 14 ............._....._.._...................._ _....._ _ -_ _ __ __ ... -_ _ _ STANDARD DETAILS _.____________-._._______._._. 1-1 ___. SD4.0 __�.___.�___._.__.._- 01/16/14 --------- .____._._.___._. STANDARD DETAILS NO. DATE ARCHITECTURAL SITE A_S3.1 01/16/14 ARCHITECTURAL SITE PLAN AS4.1 01 16 14 _ SITE DETAILS � � ��� NO. DATE ARCHITECTURAL A1.1 01/16/14 LIFE SAFETY PLAN __-.._. _. _ _ A5.1 _._. 01/16/14 _.__ -........_..._..�...�.._._ __ �.. ....__.......... __........ _... ._.__._........ ____..- ---- ___---------- ARCHITECTURAL FLOOR PLAN A5.2 .... -_ _ . . _ _._._..�...�.-_ 01/16/14 . -. _. _. - ._._ �. .-__.___ _ ..._._..__._..___ .. _ . , , - � ..._ � � � _._.__.... CLERESTORY PLAN A6.1 _ 01/16/14� DIMENSION PLAN - - A7.1 - 01/16/14 . _ _-.-___... _._ - .. ___._._...__.__.......____ _ _ FURNITURE EQUIPMENT PLAN A8.1 01/16/14 _& REFLECTED_ CEILING PLAN A9.1� � O1/16/14 � ROOF PLAN _ �- �---��-,-"��---" ._......_.._. A9 2 _ 01/16/14 _ - _ _ . _ . __ ROOF DETAILS Al 0. 1 01/16/14 -.._ ...._ .. __ . - EXTERIOR ELEVATIONS "I'll",_..._.........................._....___........__.._... Al 0.2 _.__ _._......_...... 01/16/14 __............. I.................................................................. _.... ._....,_...__.,............... ......... ........... ........ _.__.._..... _.... _.................. - EXTERIOR ELEVATIONS _--_ ___. _.._-.._....._..___._ A10.3 _ _ __....__-.. 01/16/14 __-...-.. ...... .___..__._.__....... ....... _......._----- ------ --..__W.__._.._.--------._.............. ... __.. BUILDING SECTIONS ____ A10 4 01/16/14 _.__.___ _ ._._.____,._.- � _r_____.__._m___-_.___..___._.__._._._____._.__._._._.__-- BUILDING SECTIONS _.._ A11.1 ___. _ ... _.._ __ 01/16/14 _....__ ... _._._._ _ -. - -.._----- . - _ _. WALL SECTIONS A11.2� 01/16/14 WALL SECTIONS �_ - ----_.- A11 3 0 6 14 1/1 / WALL SECTIONS -___________._-_._ "____ __._______. ___..1 ....._.._.__.._.. A11.4 __ _._._....._._............1 01/16/14 _._.__.........._._..__............_..._ _.._..._..._.........:..._..._..__.._._.........._..:.._._._...__..._.....:._...._.........._._..._:.._....... WALL SECTIONS A11.5 01/16/14 WALL SECTIONS --- ..._ .__ ._ A131 .......�...-...... .._ .. 01/16/14 - ..... _ _...� ._ _ _ _._.___._._._...�..__._.__ .::. _ .... _.. _ ._.__. _............._ ..-..._.m.._._.._ _ INTERIOR SECTIONS & DETAILS A141 _..._..__..__......__...... 01/16/14 _._.__:_.:_..__...__._,..__......_..,.-....._...._:.__._......__..... - DOOR SCHEDULE & DETAILS Al 5.1 01/16/14 _ ------,--- ALUMINUM FRAME ELEVATIONS & DETAILS .1 1111-1.11111111111111I.-11111111I,111111111111-1-11.. A15_2 01/16/14 _. _-----....------------ - ALUMINUM FRAME DETAILS A16.1 01/16/14 ENLARGED PLANS _& DETAILS A17.1 01/16/14 INTERIOR ELEVATIONS I-- I-' _ _._...._... A18.1 _...___.._.._ _. 01/16/14 ___ .-__.___ ._._._._..... _............ ....................... ........ .,.. ___ . _. __ e._,.,.w_.____ CASEWORK DETAILS A19.1 ___-- _.__.-..--____ .... 01/16/14 ...... .... ._ .... _... . _ . _...... .. _ _..........._. FINISH SCHEDULE & DETAILS -_.._..-__ .__ ___. ....___.__._. ..... A20.1 1 01/16/14 - ..-__-_._ ., ...... ... ..... ..._......... _.-------- _----- ------- ............ .... . BRICK AND STONE DETAILS A20.2 01/16/14 BRICK AND STONE DETAILS NO. DATE PLUMBING PO. 01/16/14 PLUMBING LEGENDS, NOTES, & SYMBOLS ....... _..... PO.2 ._._.... ---_.. 01/16/14 ._._ _. _._._. _..... _.... _._._ _._........"..,-,.....-....._.._................. .: ..... PLUMBING SCHEDULES P5.1 01/16/14 PLUMBING FLOOR PLAN - SANITARY _-_. -. P5.2 I'll, _.... 01/16/14 _._.- _ __ . _ _ �._ . _ _ ___ .__...._ _.._.___ . PLUMBING FLOOR PLAN WATER P6.1 01/16/14 PLUMBING ISOMETRIC DIAGRAMS NO. DATE HVAC M01 01/16/14 HVAC LEGENDS, NOTES &SYMBOLS M5.1 01/16/14 HVAC FLOOR PLAN M6.1 01/16/14 HVAC_SCHEDULES M7.1 . 01/16/14 HVAC DETAILS _ _ .-,�_ - M8.1 __......_.. 01/16/14 14 ....................,.- . ......_......____ _.. -------,-,_ .... .._._.._. HVAC CONTROL DIAGRAMS NO. DATE ELECTRICAL E1 0 01/16/14 ELECTRICAL SITE E2 0 01/16/14 11PLAN SYMBOLS, SCHEDULES & RISER E2.1 01/16/14 DETAILS E3 0 01/16/14 _ ._ .. __-... -... _ ....--..... .... ......... ........... _... - LIGHTING PLAN E4.0---__ __ _01/16/14 - POWER AN DATA _.___ - -___.__ _ ____._._._._.__"._. D D PLAN ___._._.___.__.____.__ E5.0 _._ __.___.__._ 01/16/14 FIRE ALARM PLAN 1. ADD ALTERNATE: OVERFLOW PARKING LOT 2. ADD ALTERNATE: BUTTERFLY GARDEN TRELLIS AND LANDSCAPING 3. DEDUCTIVE ALTERNATE: PROVIDE FURNITURE IN LIEU OF BUILT IN CIRCULATION DESK. 4. ADD ALTERNATE. PROVIDE SCHLAGE "ASTI" LEVER & MORTISE LOCK IN 643e FINIS -I FOR ALL INTERIOR LEVERS, 0 23 It >IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2 rn CO n � N w co _ E W 0_ d ,- 0 m r- o, co � LL Em cr W CD E co am - cm w co cz c F 16 cc M � Lu 0- a, " c c � - • o a O a o 0 H ao ac,0 . = -a c, 0 g z cc J M 4 Y 1 ? M w C= crn = •s c c D J a @ z , ; =a c . cC _ t Q E n 7 .00 9; cm N 0C 0 =011IIIIIIIIIIIIIIIII O L M g, a 2 N 0 ; .. Q= M o cV r z O n- A - A O Q w 2 U -u M u- a) -j O .- z CD ¢ to c� LLJ �, 0 } Ix Ir 00 J VZ CO) m� �- �U� 1 a� CO) ~ Ee .1 cf) 5 Z � cr 0 .1 .9 >MU , � W W p N Z u Comm. No: 12010.00 Date: 01/16/14 Drawn: AEW Revised: ADDENDUM #1 1 02/05/14 X1,11 PROJECT NO.: 13-018 PROJECT: ZEPHYRHILLS LIBRARY b, N REVISIONS: 2. 3. 4. 5. 6. 7. 8. 9. 10. LOCATION MAP NTS (T ZEPHYRHILLS PUBLIC LIBRARY Utility Owner Contact Phone Number Utility Type BRIGHT HOUSE NETWORKS- MIKE KIKER 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, DAVID WYNNS 813-627-8343 CABLE / FIBER / INC PHONE TECO PEOPLES GAS - LUIS CASTELLANO 813-275-3743 GAS TAMPA SITE CONSTRUCTION PLANS SECTION 1 1 TOWNSHIP 26 SOUTH, RANGE 21 EAST PARCEL I D # 1 1-26-21-001 0-1 3400-001 O 5347 BTH STREET ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS, FLORIDA PREPARED FOR: CITY OF ZEPHYRHILLS 5335 BTH STREET ZEPHYRHILLS, FL 335 2 PREPARED BY: AA 11 y IN PM j 'r \ I lip cr;v �L N � I.P W�� MMA��h�k El Ir1��� 1725 East 5th Avenue, Tampa, FL 33605 Phone (813) 215-7372 and Fax (813) 902-8782 www.campoengineering.com info@campoengineering.com FBPR CERTIFICATE OF AUTHORIZATION NO.: 26726 SHEET INDEX 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. January 13, 2014 DATE NO. 57421 (SEAL) ' Sa I W A-, a 2, u T o: CL: C,d c' o n 2 ,11 1% `d 1-; 0 ;1, L�l CONSTRUCTION NOTES QAPPTV 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, CITY 0 OTHER GOVERNMENT AGENCY REQUIREMENTS, OF ALL STATE, COUNTY, C R R C Q , 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 FDOT 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 21.8, 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. 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, FAC. 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. SC-1 TESTING SCHEDULE 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.K.A 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 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 PERMUEE, 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 FDOT 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 FDOT 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. INLINE 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. 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. o D1557-70) -MINUS 3/o 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. January 13, 2014 DATE NO. 57421 (SEAL) T co M =�j N N Z) ti 2 O 0_ 0 ti co 0 co J 0U- 0 0 m Wco o_ w I- w a co a< z =00 F- cn 13 Y C)Kcem � act W w 0� = J Z < < d 0 It ti N O � 3 CD M O cD 1�_"M z 4, co ch m ¢ .TrM aop U O O'MI-�N°0 d)N0O -(0 >+ w O U V mo�rncflrn rn* N ' E N _.9 - pM O M Za)?C7m��m J p 5�ao ma EUn n_a) i_; MaiHQQ 0 V Z _I a W Z W 0 a . 0 fa V Z I- - O Z W MJ W �- a M � . A� V 00 J J Z Q = �00 Z Uj �J H : - : > (a) x M M M : : = : : a. ; sk: >- = �_ 0 W , W W Z O . N Z N 0 Comm. No: 12010.00 ..... Date 01 16� 14 ........ Drawn: ......... ......... KLD Revised: 70 THE BEST OF W :PLANS AND SPECM :IM 1MIBMJM BULDN a _ _ _._ 11 w. ,, r........ .., _.� ,> ,jI ter, . ., , w .< _. W. �Ary �.� ^ _ T 11 r E t �q, , ; T ' . - _ ,� I w,,< rl E,.,Ed I I m �' . a E I r, r , " I ' ' 11 f, ... 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( : _.. ,., _ ., .. - , .. .: F ...... .,.., .. ., . <ss < <. ., , , , : , ,.. ,- ,. , -.-... �. .. ,- ;� „ <. k€. �.. �; .- ,. .. ., ,. ", ..- as �,' ,, ,. ,< .. I': - :: 1. ,. ., :! .. < , ,:' .' ; ,, , III CD 11 � ;, . :1.IA, ; a e -� : �, , , -' ........, .. -t ,.. : . ,,. ,. :, r. .. , ,.. <. :. ,-' ,• .. .' ,. g i ,,. .. ,. ; ; ; ,. :. r r .` ." ,,r a , . ' , ;. , CD E , , , .,.,E , ,,.1_ , r"II / , ,. n E:, y r - . ,' , , ` d` F 1 � . " 1.,,, ,r , _ ., . _. ,, , , . _ , " � - , .. „ ,.,1. , , . _ ._„ '.,:.. .. ,� . I 1-:::; �....� i ,tea :' - , , ..... ....' .. : � - — ... " , , 11 _.. _; <. , ; ,, ; .. :' 1;11,r . _,. :, .; _ ; , . .. A . ri ' '" .. _ /� _,�, - - I , ,,. ,: „ ;, -I < ,. „, / -m., .. _ ,d,:. _ 'F. NU IIVJIMUMLIVIJ Vr RLUUKU KCr LLUIIIVV LAOLMLIVIO, RILjr1I—Vr—YY/1T0 ANL)/VR VYYIVLRJr1Ir` YYLML rVRIVIJPILV IV IML 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 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. 6. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), NATIONAL GEODETIC 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 = 83.76' (NAVD88). 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 DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.). 8. TREES LOCATED AND SHOWN HEREON ARE LIMITED TO 5-INCH (D.B.H.) AND ABOVE. 9. THE SURVEYOR WAS UNABLE TO OBTAIN A RECORDED DESCRIPTION FOR PARCEL A. IT IS RECOMMENDED THAT A TITLE SEARCH BE PERFORMED TO DETERMINE OWNERSHIP. L 1i E._F SH7!_ILJ 'ARRICADE) i1 EE 77N : [Ht E : , ..f 'A i7� r _ar ,. !, ILLUSTRATED ON Tii� ATTl''�C,�ED DIAGRAM. ectte barrier- are u.;ed d✓riny lonaf alteration and ,»natfcction ocfiviiies to protect trees. cnd ful ,,tees to be reto'ned on o site. ectrae barri'f` rs frost br erected a -cued TREES to be rotriined with an ar where rood atera.'an and �tr✓c+ion activities w3li occur as we! ns along NATUPAL AREAS where such areas are crdjocent to ^,itted lend aite,otlo> and constracton oLhvities. A PROTECTIVE. BA RlFlI;must renarn in place until the olteration and cans"ruclion ocli•ties ore completcd or until commencement at grade finisnino ohd tiny No grct,nd disturbance rust occur wlthhn the barricaded area. I. W S o restncr access into the area within the DRIat LINE' �_ �1I h-' � o a tree, a cr ysicc� ruct„,Ere no fey than 3 r t in _,; height compr ea o wood o other s✓itoble m term �1A1'--�"''-..�"r..-r'" .... { prncee ornur a `Te t e at ih.. I,fVPL(NF excep'. vne land cf(ere? inn or co:n5i ctron act-art!os ore approved wit h a he drioline. See Ord, 87-2, .Sec. 4,8.3.m. 2. The DRIPLINE oF a tree is the i,maginery, verticie line that extends downward from the outermost tips of the tree"s ,_�. / : _._. __—.—j branches io ",'he ground. fig. A. dour corner upright stokes o` no less than 2" x 2" lumber connected by horizontci members of no less than 1" x A" � 11 I ,_� ) i iumber; or upright stokes spaced of 6" intervals of no less ! r i Z" x 2' lnrnber connected by slt screen {abriC' or mate;irsl � ,r,r .-? I of corrncorabfe durability, Fig. R. F NARIRAL AREAS To restrict access into areas where land I alteration and cc; struction ocbvthes are not authorized, a l 1. h p y-sical structure not lees than 3 feet in height is placed � o ct ng the perfrneter of such areas. �\\ _ , I -- /-- SAPPIER SPECIFiCAPONS FOP NATURAL AREAS., - _ or!ght stakes of no teas than '" x ' lu-nber spaced no more -t..,n 21 ,par` ano co. ger_eu by txr- _ flagged -;;th Drastic surveying tape of rr3cjutor rntervpEs of 5-70: Fig C. Other Fig. B methods of demarcation will be considered deperdIng upon the characteristics of .the site. / / WHV A BARF.iEP ;&) j S",. z I. To protect eb above ground portions of trees oral other s.oKe s:gn;ficor.+ veqehoti.Or f•orn mechan!co: damage. T ct t m m r r��` s m fro- r Max. 25` _. .O OrOfE�. v✓. :, ...e 5 � Ca OCf O p . betwc-fr stagy=s 3. To Grev%de e.i.oreness of protected area_ _ -her;f T R9S Tw 3 ed ne ar^Erpiers. xpF ��'e F �'{ ✓✓h y 1 T ,VaRKS R0% _ _�. 7 A Ee'S ce For survival E greatly yenhanced ;f ro 0' 1 construc;:on rrat_nti. heovy equipment or stoc;cpil: _ c` soil th r r' ; ' nr - is a,E_.+ea :r.�.,,e e barrier.: only horn ao_ . - r•- _ C y rt aadf' .- r o,,, t. ..-_ !onning and DEveac^-mot Mre e-err rel_. 272 5.920 TREE BARRICADE DETAIL N7 D;„P INLET WI T H GRATE STRAW BALES J STAKED WITH 2 STAKES PER BALE — 1_ �,VPACTED SOIL — PREVENT PIPING RUNOFF WATER WITH SEDIMENT HAY BALE DETAIL KS STAKED STRAW BALE FILTERED WATER t I { ` I ! a. :. � ,e 4 s, � "' III , E � �. LEGEND IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT (F) = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT (D) = MEASUREMENT PER DESCRIPTION R Q = PROPERTY LINE, CENTERLINE R/W = RIGHT OF WAY 0 = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) QO = FOUND IP (SIZE & REGISTRATION NUMBER AS NOTED) • = SET 5/8" IR "D.C. JOHNSON LB 4514" ❑ = FOUND CM (SIZE & REGISTRATION NUMBER AS NOTED) ■ = SET 4%4" CM "LB 4514" � =POWER POLE CB = CABLE TELEVISION BOX ST = STORM MANHOLE RS =ROAD SIGN WM = WATER METER `' = GUY WIRE m = TELEPHONE EQUIPMENT BOX EB = ELECTRIC BOX FH = FIRE HYDRANT GV = GATE VALVE — PROPERTY LINE EC PROPOSED SILT FENCE TB PROPOSED TREE BARRICADE EX. TREE TO BE REMOVED LEGAL DESCRIPTION =CEDAR TREE 0'>O = OAK TREE CA = HICKORY TREE =LIGHT POLE SS = SANITARY MANHOLE e'�C = PALM TREE 8* = TREE (UNNKOWN VARIETY) = CAMPHOR TREE ET = ELECTRIC TRANSFORMER TC =TRAFFIC CONTROL BOX O = BOLLARD si = METER POLE AR = AIR RELEASE VALVE 0'e = CHERRY TREE d'� =CITRUS TREE SC = SPRINKLER CONTROL BOX w =WATER LINE =VERTICAL CONTROL BENCHMARK PB = ELECTRIC PULL BOX ro = ORNAMENTAL TREE — = OVERHEAD ELECTRIC WIRE = EXISTING ASPHALT 11 L ,,1 1%1 Z EX. BUILDING TO REMAIN / " I .", EX. BUILDING TO BE J � __1_j -� - DEMOLISHED �`,� EX. ASPHALT/CONCRETE/ PAVERS TO BE REMOVED 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 LIMITS OF CONSTRUCTION EXCEPT AS NOTED. 3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY OWNERS TO DISCONNECT/RELOCATE THEIR FACILITIES WITHIN THE LIMITS 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 CONSTRUCTION/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 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. 8. CONTRACTOR TO PROTECT PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION 9. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, 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 DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY CITY OF ZEPHYRHILLS. EROSION / TURBIDITY CONTROL NOTES 1. 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 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. 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 MEETS STATE WATER QUALITY STANDARDS. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND 3P RFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTRO L FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF ON 10 C DIT NS ON THE PROJECT PERMIT. 5. THE CONTRACTOR AND/OR OWNER'S REPR ESENTATIVE NTATIVE SHALL PROVIDE ROUTINEMAINTENANCE INTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS MP A. R COMPLETE AND ALL BARED SOILS ARE STABILIZED. 6. 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, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC THE CONTRACTOR IS TO REMOVE O E SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 8. IF WIND EROSION BECOMES SIGNIFICANT DURING U G CONSTRUCTION, THE E NT CO RACTOR SHALL THE AFFECTED AREA USI NG G SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 9. ALL EXISTING SIDEWALK CRACKED OR DAMAGED SHALL BE REPLACED. 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. 2' STAKED SILT FENCE e--___F.D.O.T. TYPE III INDEX NO. 102 IEXISTI�JG GRADE � . FILTER FABRIC IN CONFORMANCE WITH SEC.985 FDOT SPEC.) Li 0 co 2 T . * 0n EXISTING GRADE 0-1 N 1, * * — 00 SILT FENCE DETAIL �,��iliiEill//f MEIIIIIIIIIIII �� / ,1 �I No 5742 0 _ OWNER LAUREN D. CAMPO, P.E -�", M. 57421 -r-_ STATE OF !0 February 04, 2014 �/,�i --- -� �. DATE DATE ///! I; ► I! ! 1i\"\\ (SEAL) >imIIIIIIIW Y % : i - 0) , (0; l �; ti' : :D "� a o 0 �I M �' 0 w> tj U V W DI CO w w H s w 'w^ VJ 6 o= z �_1 COI Now �q � 9= Q O Z Y% ; w_i J I = < z � ' �2 LL I o NI o �.� �- � ,O 0 V Z 0 i � i Q c? 'r6cotD rN " E o 0 ' O II)�Mti,No N ap (O d' h N 6 O) CO O) ,2 a CO O 2 W 0 i LL. ; N a) O - N � M LL e -o c rrfnn ` V MT Y R W co o M cc n_ ,I—, cn Q C) I"iTi�O�iAHQ 11 1; Qz M W o J cn O ZF. O Z Ep aU Z O Z )O _ V 0 Z 0 C0 W v� Q WQ _.... 70 7FE BEST OF MY IOKMLmcE, i}f PLANS AND SPECIFICATIONS COMPLY WTINI s THE MINWUM BUILDING. CODES. Rk ; E ° rPe F E i � c I 9 ° st i e „, I r a F f D i...: 9 a. s a � j;; e i i .:.. ,°.,. to 8< E .. r, _r 3 .o .: . ., .. > .?°. �' E ,� ( 1 S fie;` " a { LEGEND IP, IR = IRON PIPE, IRON ROD = CEDAR TREE CM = CONCRETE MONUMENT So = OAK TREE (F) = FIELD DERIVED MEASUREMENT d'� HICKORY TREE (P) = MEASUREMENT PER PLAT = (D) = MEASUREMENT PER DESCRIPTION = LIGHT POLE !L = PROPERTY LINE, CENTERLINE SS = SANITARY MANHOLE 0 20 40 60 R/W 0 = RIGHT OF WAY = FOUND IR (SIZE & REGISTRATION � = PALM TREE NUMBER AS NOTED = TREE (UNNKOWN VARIETY ) QO = FOUND IP (SIZE & REGISTRATION =CAMPHOR TREE Scale 1 = 20 f t NUMBER AS NOTED) "D.C. ET = ELECTRIC TRANSFORMER 0= SET 5/8" IR JOHNSON LB 4514" ❑ = FOUND CM (SIZE & REGISTRATION TC = TRAFFIC CONTROL BOX NUMBER AS NOTED) O =BOLLARD ■ = SET 4"x4" CM "LB 4514" Jy =METER POLE =POWER POLE AR = AIR RELEASE VALVE CB = CABLE TELEVISION BOX d'e = CHERRY TREE .. ...... ...... ......... ........... _.. .. _........ .:._._, =STORM MANHOLE d14% = CITRUS TREE = SPRINKLER CONTROL BOX RS ❑ = ROADSC SIGN 00 grx ° VYM ❑ = WATER METER W = = � WATER LINE VERTICAL CONTROL BENCHMARK GUY WIRE � TELEPHONE EQUIPMENT BOX PB = ❑ ELECTRIC PULL BOX m ELECTRIC BOX 640= ORNAMENTAL TREE _ ,. � � F H = FIR HYDRANT OVERHEAD ELECTRIC WIRE GV — GATE VALVE L EXISTING ASPHALT - a. r „� E _ PROPERTY LINE RD PROPOSED ROOF DRAIN d <, e "} EC PROPOSED SILT FENCE _STM PROPOSED STORM PIPE .- - = F f TB PROPOSED TREE BARRICADE STORM STRUCTURE OR P-1 PIPE NUMBER -': ;...:..-_ °h •d v B EXISTING BUILDING _I F s FLOW ARROW -," d - f a — " , . 1.00% PAVEMENT SLOPE _ fn J Wm w w r actz O Vc� z Y w J Z LL Q 0 ti N O — o co,� z 0 O f0 Co' I Q CoE 00tiON0CaR) o U O 't�6C? U?r'-N a) C - cfl o W U CO Oo)cy) Tm O)N -6 LL cc CoO f_ M 0 i 0 N =_ O -0 M (� i Co LL 0 d r i O (� _Nco z �+ N j2Y � °n nU co E cn c, L c w LL LL 6oainr¢ o 0 z Q z � J Z CL 0W Cr a aa z C� z� Q 0. } �C m J -j (� W a. 0 co oC ~ oo J g J LL Z $_Z a: 0 v)0 I- w w W Z 4 NZ NO Comm. No: 120_10.00_ Date °01 / 16/ 14 Drawn: KLD ..... , Revised: ADDENDUM 1 02/05/14 1 :rwmw MV orrA W%^1N1q* WJWLT Wljm �THE AYINYUM BALDING CODES. ,,r` ,z N ES: �-• ,42,No e TOR S„HALL__ REMOVE ALL EXISTING. BASE.. SUB-6A$E,.mMATEk114L 8¢ GUNSTf'iJCTION. FDEBRIS -- r: ROM PROPOSED LANDSCAPED AREA & REPLACE WITH TOPSb1L' 'AS REQ'1RED `F'OR D LANDSCAPING. LANDSCAPE AREAS THAT CONTAIN EXISTING BASE I AUREN D. CAIVIPO, P.E. ►ran N ' ,y.1 BE DUG OUT TO 2' DEPTH & BACK —FILLED WITH CLEAN SOIL. "='"/�'� I fi4 wR�p -' �' t© 2014 HARVARD JOLLY, INC. ° February 04, 2014 DATE (SEAL) C-5 e ......... ... ........ 0 20 40 60 i; � t b 5 t j i. p i E [ X . . . ...... a E s E i.,..s , y t M - as `"`.. E t,t� .. ..,...... ls .. t�. e' 1,> ° 00 ...m... ,,, a 40 6 t E , 111ppp d,3Fyf°�. z Is ' p x,`3 rrk �$LaYt 1# :rV y: ..y. '..".;ati< ]) 1 .3tl° 3 ('� .. r, i. E.. ! 2J^i,.,.:... «.:� 8„°b° 3 - Rr°°, , ,� 9. i > gF 1 }:P' e S s • :... is i ., °•� ' L_ � a .� E y ,• g i .•.,,. z kl t t , j. __•.... ..� .._ __ ._____ - _ _... ........ .... _ ... _ ..._.._ ... _...... __.__._P. __._ :: h A v e n u e LEGEND IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT (F) = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT (D) = MEASUREMENT PER DESCRIPTION T (� = PROPERTY LINE, CENTERLINE R/W = RIGHT OF WAY 0 = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) = FOUND IP (SIZE & REGISTRATION NUMBER AS NOTED) • = SET 5/8" IR "D.C. JOHNSON LB 4514" ❑ = FOUND CM (SIZE & REGISTRATION NUMBER AS NOTED) ■ = SET 4"x4" CM "LB 4514" fi� = POWER POLE CB = CABLE TELEVISION BOX ST = STORM MANHOLE RS = ROAD SIGN ❑ = WATER METER = GUY WIRE m = TELEPHONE EQUIPMENT BOX EB = ELECTRIC BOX FH = T FIRE HYDRANT GV = GATE VALVE — — PROPERTY LINE EC PROPOSED N SILT FE E CE NCE TB PROPOSED TREE BARRICADE C DE W— PROPOSED WATER MAIN PROPOSED SEWER MAIN EXISTING BUILDING r j PROPOSED BUILDING 02 = CEDAR TREE So = OAK TREE 6'0 = HICKORY TREE = LIGHT POLE SS = SANITARY MANHOLE 6% = PALM TREE G* = TREE (UNNKOWN VARIETY) 810 = CAMPHOR TREE ET = ELECTRIC TRANSFORMER TC = TRAFFIC CONTROL BOX O = BOLLARD fi = METER POLE AR = AIR RELEASE VALVE = 6'e CHERRY R C E Y TREE rA = CITRUS TREE SC = SPRINKLER CONTROL BOX w =WATER LINE = VERTICAL CONTROL OL BENCHMARK PB = ELECTRIC PULL BOX 6'* = ORNAMENTAL TREE • = OVERHEAD ELECTRIC WIRE EXISTING ASPHALT GENERAL NOTES 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. 3. ALL PROJECTS MUST COMPLY WITH CITY OF ZEPHYRHILLS FIRE HYDRANT ORDINANCES. 4. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES. 5, PER NFPA-1, 18.3.4.1.: CLEARANCES OF 7 1 /2 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES. 6. FIRE HYDRANTS SHALL BE FLOW -TESTED AND COLOR -CODED BASED ON FLOW RESULTS. 7. CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS: • 2" ONLY - 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 LARGER - 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 PLACE 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 FACILITIES SPECIFICATIONS, LATEST EDITION. 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: TOP = 85.87' INV EL = 85.20' 2" WATER MAIN: INV EL = TBD SEPARATION = 18" (MIN) O4" SANITARY SEWER: TOP = 80.65' INV EL = 80.31' 8" STORM: INV EL = 84.90' SEPARATION = f 3.0' ELECTRICAL SERVICE NOTE: 1. PLEASE NOTE THAT PLACEMENT OF ELECTRICAL POWER LINES WILL BE COORDINATED AND HANDLED BY THE POWER COMPANY. LAUREN D. CAMPO, P.E. Febnmary 04, 2014 DATE F t W 0 rn N ' o �r o r m- m U� J 0 0 W u W w co ,. actz 0 . Cn Vz C7 `•° YI Q N L=L r J Z Q � I fi o ti N 1 O O m Z 0, E U LOj M t� N 00 �NoC(0 (0 O LLJ U " Ohm 00 �cl) '@per N p 'D -0 M CD i Lj 0 -Op `n O M O -a C7 @ ca o = Y 0-U Z C� I - l 0a-WI- m LLLL y 3 a: Q f m J V Z �- = 0 Z W a� DU a v GC 0 0 p JLL J C!� Z o _ =0JC.) z � iL W W W z 0 Nz Nc� Comm. No: 12010.00 Date: 01 / 16/ 14 is W.. Drawn: KLD Revised: 1 AADDENDUM 02/05/14 Y. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPEWICATIONS COMPLY WITH,''. THE MINIMUM BUILDING CODES. CKE 0 % 57421 •, d 4 -'V'• %NO•I _ 4;1 2014 HARVARD JOLLY, INC. o 1 11SEAL) C-6 l TREE PROTECTION 8 a 0 I- N N m 0 z p m R w rn U y m 0 �r 0 N N ai v 0 0 Iz I J c 0 v �L L I 0 v U to -v c J cn a� c 3 0 I c v U) c 0 U v J U rl L La a� N I 0 o 0 N 8 C N li SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS F 3" LITTLE GEM MAGNOLIA 3" LITTLE GEM__N' 4 MAGNOLIA ° STAGIN AREA_____.. 3" LITTLE GEM MAGNOLIA 8" HOLLY RELOCATED LIGHT POLE EXISTING PARKING \ \ \ 3 LITTLE GEM MAGNOLIA 3 LITTLE G MAQN O STING RE TION POND 4 CRAPE PROPOSED NEW)dBRARY " MYRTLE \ 34" CAMPHOR (EXEMPT) 1 1 4" CRAPE MYRTLE 1 w. � CONTRACTOR SHALL ENSURE THIS TREE FALLS AWAY FROM TREES TO REMAIN WHEN IT " CRAPE IS REMOVED MYRTLE A � 1 X� 3" HOLLY E 1 OFFSET APPROX ♦ 1' FROM WALL . ♦ FOUNDATION lc3p_ 8" HOLLY 6"HOLLY :CID. 15'-0" 11 - 8" HOLLY 0 0 0 0 o N Ei 3 a ri I 8 HOLLY o 4 rA � 1 .' 14" CABBAGE 6' LIG RUM 1 �-- � PALM 4" CRAPE MYRTLE X� 10" KING 12" CABBAGE _l/ SAGO PALM X 6 HOLLY 8" HOLLY / 14" PINDO -� °.. u. PALM,.. I ROOT PRUNE TO SEPARATE ROOT MASSES OF TREES TO BE REMOVED FROM 8" HOLLY" � P A TREE TO BE PRESERVED P 8" HOLLY .,..G EN ER,QTOR EXISTING DRIVE - THRU 3" LITTLE GEM -� MAGNOLIA EXISTING CITY HALL 8TH AVENUE ROOT PRUNING LINE COMPLETE BEFORE ANY EARTH- WORK IN THE VICINITY OF THE PROTECTED 14" OAK TREE BUTTERFLY GARDEN SEE DETAIL #1, THIS DRAWING AREA IS AN ADDITIVE ALTERNATE SEE CIVIL DRAWINGS FOR TREE BARRICADE LOCATIONS AND DETAILS �P 4" OAK - 14" " GRAND OAK' 14 Jtt Ur - I IiIL ITI , I h11J UKAVVI1Vb DEMOLITION WORK WITHIN THE DRIPLINE OF THE GRAND OAK MUST BE DONE WITH MINIMUM POSSIBLE DISTURBANCE OF TREE ROOTS. PLAN VIEW 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 WrfH NEW PLANTINGS PLANNED EXCAVATION I ROOT-PRUNINGTRENCH 01 1,00 ROOT ZONE, APPROX. 3X DRPLINE ,,,-UNDISTUIRBED AREA �. as ROOT -PRUNING TRENCH AND EXCAVAT)ON PLANNED EXCAVATION SECTION VIEW -••TRENCH • Daa• '•• DETAL N.T.5 ROOT -PRUNING I 1 REVISION NOTES: -"- -==--= ADDENDUM 1: I 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. REMOVAL NOTES W r 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO START OF WORK TO OBSERVE THE EXISTING TREES AND VERIFY SUITABILITY rl- FOR PRESERVATION AS SHOWN. r- 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO TREE REMOVAL. O 0 OM 3. IF THERE IS ANY DOUBT ABOUT THE CONDITION OF A TREE, co PHOTOGRAPH THE TREE AND THE POTENTIAL PROBLEM. SEND THE PHOTOS AND A WRITTEN DESCRIPTION TO THE ATTENTION OF v THE CONSULTING ARBORIST / LANDSCAPE ARCHITECT: m JIM CLEES, ASLA cn Q W w 2714 DR. MARTIN LUTHER KING JR. ST. N. w ST. PETERSBURG, FL 33704co o_ EMAIL: jclees@harvardjolly.com O z 4. BEFORE PERFORMING ANY EXCAVATIONS OR TREE REMOVALS, 1= PROPER UTILITY COORDINATION MUST BE MADE WITH: "SUNSHINE U) 81 1 " TO HAVE UTILITIES LOCATED AND MARKED. STARTING THE DAY AFTER YOUR CALL, IT TAKES ABOUT TWO BUSINESS DAYS TO ' ` z_ COMPLETE. V Y 5. TREE PROTECTIVE BARRIERS SHALL BE IN PLACE PRIOR TO w THE START OF ANY DEMOLITION OR CONSTRUCTION. J 6. TREES TO BE REMOVED SHALL BE FELLED SO AS TO FALL z 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 o CUT THE ROOTS. N 7. ALL TREES RECEIVING ROOT PRUNING SHALL BE WATERED EVERY 3 WEEKS TO A SOIL DEPTH OF 3 FEET, USING z o TEMPORARY MEANS AND METHODS. THE ARBORIST COMPANY oo 0 ENGAGED FOR TREE CARE SHALL EVALUATE THE TREES AT ,� o 3-WEEK INTERVALS TO DETERMINE WHETHER THE WATER o ,6, � I'r'• o - OJ SCHEDULE OR QUANTITY NEEDS TO BE ADJUSTED. L6 c' � "'' ccq cq 5, w N 0 U 8. UNDERSTORY PLANTS WITHIN PROTECTIVE BARRIERS SHALL N 0 fC00Fl- QO "I co a� N rn LL _0N-Q-v-D=,6 c° BE PROTECTED UNLESS OTHERWISE INDICATED. 0 o B - O ;n o z -a000U 9. NO EXCESS OIL, FILL, EQUIPMENT, BUILDING MATERIALS, OR � U � � o � 0 BUILDING DEBRIS SHALL BE PLACED WITHIN THE AREAS LL. LL -3p Q 3 0 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. a TREE PRUNING NOTES 00 1. ALL PRUNING SHALL BE PERFORMED BY, OR UNDER THE SUPERVISION OF, AN ISA-CERTIFIED ARBORIST. z 2. ALL PRUNING SHALL BE IN ACCORDANCE WITH THE TREE J 0 PRUNING GUIDELINES (ISA) AND/OR ANSI A300 PRUNING STANDARD M z (AMERICAN NATIONAL STANDARD FOR TREE CARE W Q OPERATIONS). Q 3. ALL TREES TO REMAIN WITHIN THE CONSTRUCTION ZONErr SHALL BE PRUNED T0: A. O Q CLEAR THE CROWN OF DISEASED, CROSSING, WEAK, AND J DEAD WOOD TO A MINIMUM SIZE OF 1-1/2" DIAMETER. �-" � z B. PROVIDE 14' OF VERTICAL CLEARANCE OVER STREETS AND 8' ^^ OVER SIDEWALKS. C. REMOVE V STUBS, CUTTING OUTSIDE THE WOUNDWOOD F- TISSUE THAT HAS FORMED AROUND THE BRANCH. D. REDUCE END WEIGHT J V ON HEAVY, HORIZONTAL BRANCHES BY SELECTIVELY REMOVING SMALL DIAMETER BRANCHES, NO GREATER THAN 2 TO 3 INCHES, NEAR THE ENDS OF THE BRANCHES. CO 4. WHERE TEMPORARY CLEARANCE IS NEEDED FOR ACCESS BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE W W W Z 0 CLEARANCE ZONE. A l Z N U 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 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: CJ 0 Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE ROOT -PRUNING LINE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. Fw TREE NORTH DISPOSITION PLAN 1 " = 20'-0" © 2014 HARVARD JOLLY, INC. 0 10' 20' 60' 1.1.0 W W n 0MULCH ®oil I' I � ♦_ - .�� � may• VM!►_Mi�IM�N_4�i/1 • ►t r�w-� it .. i45..�r.... •Y"i v .i�' ,- `1' s W W W W : W .y � E ,aN 3 1 6 W W � •Y � J� i � W y W w +L e y 6 �,r... � rv.., I&XISTINC RRTENTIOIV W W ., 'p POND 1� 0 PROPOSED NEW LIBRARY S Y i°r a ro__ J. •Y •Y •Y ¢ .L •^" ` .Y •Y •Y jdi w +L 4 , ti TM STAGING AREA .� 9V1 �e W-„4' .Y W •Y Wes,°. '�L ,�e� .Y 3 W , Wish W •Y W .«..W W �Y •Y W� W W £ 77,o 1 3 v LM{� RELOCATED LIGHT POLE EXISTING PARKING EXISTING PARKING a� a� U E m O d CD N CV 6 -4- 2 a_ N I J c EXISTING SITE SOIL NOTES I EXCERPTS FROM GEOTECHNICAL SURVEY REPORT. AREHNA a' ENGINEERING INC.: PROJECT NO. B-13-015: 6/20/13. v U v "BASED ON THE BORINGS PERFORMED, THE SOILS THAT UNDERLIE THE v SITE GENERALLY CONSIST OF CLEAN SANDY FILL OR NATURAL SOILS, J SIMILAR TO THE TAVARES-URBAN LAND COMPLEX..." EXCERPTS FROM NRCS SOIL SURVEY 0 I TAVARES-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES c "THIS MAP UNIT CONSISTS OF AREAS OF URBAN LAND AND NEARLY v LEVEL TO GENTLY SLOPING, MODERATELY WELL DRAINED TAVARES 41 -:D SOILS ON LOW RIDGES. TAVARES SOILS MAKE UP 45 TO 65 PERCENT o 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. L J "TAVARES SOILS ARE SAND TO A DEPTH OF 80 INCHES OR MORE. TYPICALLY, THE SURFACE LAYER IS VERY DARK GRAY AND IS ABOUT 3 INCHES THICK. BENEATH THE SURFACE LAYER THE SAND IS CL YELLOWISH BROWN AND LIGHT YELLOWISH BROWN TO A DEPTH OF 56 In INCHES, VERY PALE BROWN TO BETWEEN DEPTHS OF 56 AND 76 s INCHES, AND WHITE BETWEEN DEPTHS OF 76 AND 80 INCHES OR MORE. IN SOME PLACES, THE SOIL HAS BEEN RADICALLY ALTERED. 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 "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 SOILS ARE IN HIGHER, CONVEX AREAS OF THE LANDSCAPE." v 21 PM 21 PM :500000C EXISTING ==m= GE.N.ERATOR 1 PLANT SCHEDULE BASE BID ®_ ® 17 ==> DV • O I EXISTING CITY HALL MULCH REPAIR AND RESTORE R.O.W. LANDSCAPE LJ LJ CRUSHED, COMPACTED SHELL PATH, 3" DEEP, 4' WIDE. 135 w TM w oc MULCH N 46 TD F A , LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. BUTTERFLY GARDEN 2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES AREA IS AN ADDITIVE r__ ALTERNATE SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. mmmi c%j 7 _ y 3. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA # 1 OR BETTER, Q Oi_ FI rffl n n FI F1 AS DEFINED IN GRADES AND STANDARDS FOR NURSERY PLANTS T -T T T -T T T -T T --T T T -T T hoJ-TLJ_TJJ J-U U U U U U U//FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY. ALL HEIGHTS SHALL BE AS MEASURED FROM J ._..�._ ......... °,°...... . r°r..... FINISH GRADE AFTER INSTALLATION. � c� oc ' ••' •�'•••'• ' •• I � (� 4. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY CIVIL ENGINEER. cn 2 5. NO PLANT SHALL BE INSTALLED WITH ITS ROOTBALL TOP BELOW LM FINISH GRADE. SEE DETAILS FOR SPECIFIC REQUIREMENTS. a r N' a 21-""FUTURE PARKING SPACES i L D MULCH 6. ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE CONTAINER -GROWN OR B&B. BARE -ROOT, BAG -GROWN, AND ANY zz ROOT -BOUND STOCK WILL NOT BE ACCEPTED. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT "' TIMCONSTRUC ON ORKER E 0 CANTING. ► N PARKING I I f I I I I ( \ : 7. SHRUBS AND GROUNDCOVERS PLANTED IN MASSES SHALL BE z I I I I I I I I I I I 1 TRIANGULAR SPACED. ADJUST SPACING TO FIT THE QUANTITY OF �•/ PLANTS SHOWN ON THE PLAN IN THE AREA AVAILABLE. w 8. TREES SHALL BE LOCATED ENTIRELY WITHIN PLANTING BEDS, act ALLOWING FOR EASE OF MOWING AND EDGING. WHERE NO BEDS ARE z INDICATED, TREES SHALL BE INSTALLED WITHIN A CIRCULAR MULCH I� �•• � ,. •• ,. I � I I f�;; I I I I I I £ yrf w ..,. LM 4 RING THAT ENCOMPASSES THE DIAMETER OF THE PLANTING PIT AND G £I - ��: •`•'••��: I I I I I -� I I I I I I ALL STAKES AND GUYS. g ,n; •a-'N'h; - a-'N MULCH t ) I I I �r I I I I I I �r°° P Q 1 9. PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND BEDLINES e;:..'; •e .. 2 SHALL BE MARKED FOR REVIEW BY LANDSCAPE ARCHITECT. OBTAIN r; "°,•° p' �''• LM I LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PLANTING. FAILURE TO N ',': • %' I / OBTAIN APPROVAL MAY RESULT IN RELOCATION OF THE PLANT o r z MATERIALS BY THE CONTRACTOR PER THE LANDSCAPE ARCHITECT'S O o cm, INSTRUCTIONS AT NO COST TO OWNER ARCHITECT OR LANDSCAPE M ARCHITECT. 4 n C6� U CO \�----------------------- 10 ALL Lo LANDSCAPING SHALL BE INSTALLED PER PLAN DETAILS m cw o `° o U NTING DETAILS FLAT, WOVEN POLYPROPYLENE HEAVY DUTY STRAP, 3/4- WIDE 900 LB BREAK STRENGTH OR APPROVED EQUAL 3 PER TREE I 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. P OF ROOTBALL ` y 1 ABOVE 9 r � u FINISH GRADE i 4' MULCH „ NOT TOUCHING STEMS ......... .... II rr .� FINISH GRADE E - PLANTING PIT 2 X ,.,.,°--``fi"c.,....k-�%a&&�&ir'?a,r... �E��x.9: .E�6?§��M,.w..<.�-�a..,a..,� �` gm I - �T- DIA OF ROOTBALL I b .y. IE�I I ROOTBALL _a.v .......y... il. = I PLANTING SOIL 8TH AVENUE =II ! 7+C�I�1�111-111�1�1r�rr�l�i�r I I EXISTW SOIL 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 1 v nUCRrvc Nn 'CATHEDRAL' f CATHEDRAL LIVE OAK n5�o4� lrni in' v' •lvrinjl IfnrT LID 6 ULMUS PARVIFOLIA `DRAKE' / DRAKE ELM 45 GAL 3"CAL 10 -12` PALM TREES G�TY BOTANICAL NAME / COMMON NAME CONT SIZE SIP 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 CITY 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 PASPALUM NOTATUM 'ARGENTINE' / BAHIA GRASS SOD STENOTAPHRUM SECUNDATUM `FLORATAM' / FLORATAM ST. AUGUSTINE SOD SOD SHRUB PLANTING DETAL ■ PLANT SCHEDULE ADDITIVE -ALTERNATE SPECIFICATIONS, AND APPROVED FIELD ADJUSTMENTS. FAILURE TO m rn� m m 00 7) o S d� 0) N 72 PERFORM TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT SHALL . o co > o RESULT IN CORRECTIVE WORK AND MATERIAL REPLACEMENT AT NO CC)r a o -0 (z o co ? COST TO THE OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT. Y co � a E v 3 U)I 0 ro¢ 3 w w w 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. 1T= III=III=' IF B&B, REMOVE ALL TWINE, ROPE, II I II II I I II I II 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 N.T.S. 1. CONTRACTOR SHALL FULLY SOD ALL PROJECT AREAS WITH THE a: INDICATED GRASSES AND IS RESPONSIBLE FOR ESTIMATING ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE WORK. a: 2. SEE SPECIFICATIONS FOR SOIL TESTING AND REPORTING REQUIREMENTS. m 3. SEE SPECIFICATIONS FOR SOIL AMENDMENTS AND FERTILIZERS. J TRIANGULATE SPACING F-- EQUAL OF PLANTS IN MASS PLANTINGS 4. SOD SHALL BE WEED, PEST, AND DISEASE FREE, INSTALLED WITH Z O.C. O.C. O.C. 4" MULCH TIGHT JOINTS, AND ROLLED AT TIME OF INSTALLATION. O Z W 5. CONTRACTOR SHALL SOD ALL AREAS DISTURBED BY ANY PROJECT -RELATED ACTIVITY WHATSOEVER AT NO ADDITIONAL COST TO M W FINISH GRADE OWNER, ARCHITECT, OR LANDSCAPE ARCHITECT.DEPTH Q .. ROTO TILL TO 6. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THE (L V ROOTBALL CONSTRUCTION DOCUMENTS ARE INCOMPLETE WITHOUT THE WRITTEN SPECIFICATIONS, PUBLISHED SEPARATELY.O fn SOILING j fn GR VER G DETAIL TREES � 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 PASPALUM NOTATUM `ARGENTINE' / BAHIA GRASS SOD REVISION NOTES: ADDENDUM 1: 1. FIVE EXISTING LITTLE GEM MAGNOLIAS NOW SHOWN AROUND THE RETENTION POND. 2. TWO LIVE OAKS IN THE R.O.W. EAST OF THE NEW LIBRARY, PREVIOUSLY PLANNED FOR REMOVAL, ARE NOW TO BE PRESERVED. TWO REPLACEMENT OAKS DELETED. 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. "5 L` © 2014 HARVARD JOLLY, INC. L2.0 IRRIGATION SCHEDULE n r. U 2 I 0 0 N N N 0 0 0 Q_ i o- c 0 L. a v U U v c v J v J V 7 n � ^� � �' € ILA• E,.::> �"" ��" .. s � ^�,�5 BUTTERFLE GARDEN A PlC�a"ff8^n e`."E"'91 A•t" AIIIIITI\/C LANDSCAPE loom IRRIGATION PLAN - 1 " = 20'-0" 0 10' 20' 60' U tj U SYMBOL MANUFACTURER/MODEL PSI WN ® ® EN ® RAIN BIRD 1806-NP 15 STRIP SERIES 30 EST LCS RCS CST SST ® ® ® IN RAIN BIRD 1806-NP 8 SERIES MPR 30 Q T H F 91 0 -a c RAIN BIRD 1806-NP 10 SERIES MPR 30 Q T H F E9 El 8 ®❑ RAIN BIRD 1806-NP 12 SERIES MPR 30 Q T H TQ F ❑ M d 0 0 RAIN BIRD 1806-NP 15 SERIES MPR 30 Q T H TQ F ® 0 RAIN BIRD 1806-NP ADJ 30 6 18 ® 08HE-VANE 12HE-VAN RAIN BIRD 1806-NP ADJ 30 13 10HE-VANE 15HE-VAN A e G & a RAIN BIRD 1800-PA-8S-NP 15 STRIP SERIES 30 EST LCS RCS CST SST O O O RAIN BIRD 1800-PA-8S-NP 8 SERIES MPR 30 Q T H F 6 6 O ® O RAIN BIRD 1800-PA-SS-NP 12 SERIES MPR 30 Q T H TQ F 08HE-VAN Q 12HE-VAN RAIN BIRD 1800-PA-8S-NP ADJ 30 10HE-VAN Q 15HE-VAN A e C O ^ RAIN BIRD 1812-NP 15 STRIP SERIES 30 EST LCS RCS CST SST ® ® so RAIN BIRD 1812-NP 8 SERIES MPR 30 Q T H F ®® ®O RAIN BIRD 1812-NP 10 SERIES MPR 30 ® 0 0 © RAIN BIRD 1812-NP 12 SERIES MPR 30 Q T H F 0000 RAIN BIRD 1812-NP ADJ 30 8 10 12 15 (D c� 4 ® RAIN BIRD 1806-NP 8 SERIES MPR 30 Q T H F 0to 10 10 RAIN BIRD 1806-NP 10 SERIES MPR 30 Q 142 H 14F08 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 ALTO T❑ RAIN BIRD TBOS-2CMUS AND TBOS-FTUS 2-STATION 0 RAIN BIRD RSD-CEx PEDESTAL -MOUNT RAIN SENSOR ADD ALT—OR 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. LU J rn OR CM CM O 0_ I~ c7 co V� • C7 m Q w M w W H O Z U) Uz C3 Y w_ QJ Z Ca G 0 N O rn oo 0 Z O O I L9 N O j U mcV0ocC°orn �(0 2 ,0 C\l N I� cD 7 N d) LL U) � -p - c 0 U O co > ;, 0-0 2 co O 2 Z C� _j U cv �O �U Q 3 W Li LL O 0- U) H 0 a: Q a: J V Z -p J — z W D (L V o v 0 c ~ a J J 0) LL lk Z 0 — =O Z c �U M= a:a. ``Q r W W a. W Z p N Z N 0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: CJ C Revised: ADDENDUM 1 1 02/05/14 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2014 HARVARD JOLLY, INC. IR1.0 IRRIGATION DETAILS PEDESTAL MOUNT IRRI CONTROLLER ON CON( FOOTING. USE GALV. BOLTS TO SECURE TH CONTROLLER TO THE GFI RECEPTACLE AND LOCKING SWITCH. 1" SCH. 40 CONDUIT WITH SWEEP ELL FOR 120 VOLT SOURCE. CONCRETE BASE: 6" MIN. THICKNESS, EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH SLOPE FOR DRAINAGE. 8 FT. COPPER GROL AS PER LOCAL CODE PEDESTAL MOUNT CONTROLLER 1 " = 12" 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE, ONE PER BOX. PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ONI 30" LOOPED WIRES. �rrr w OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING. 0 45 DOWN AS w REQ. TO 00 LATERAL PIPE `y DEPTH. rTTT :L11l1q,�90ON10fel:i 3/4-INCH SCH 40 RISER EXTENSION (FIPT X MIPT) SECURED TO ENCLOSURE WITH SCH 40 NUT RIC 011tie] IN21:0»I1]�-ILl� NOTE: MOUNT SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, NOT IN PATH OF SPRINKLER SPRAY. RAIN SENSOR 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. - BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. FINISH GRADE. ` " A II [I--7 W 0 1=1 I III - m FOUR COMMON `I BRICK SUPPORTS. 00 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS PVC MAIN LINE. SPECIFIED. SLIP/THREAD COUPLING. SCHEDULE 80 THREADED NIPPLE. BRONZE ISOLATION VALVE L 32-8409.16-03 3" r = 1 -0fr 328409.83-02 V 1 1 /2rr = 12" 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH d a GRADE AT LAWN.LIJ INSTALL ASSEMBLY i -III-I I -III -I III -I I -I I Q -III-I I -III- -I I -I I 0 1" TO 1 1 /2"ABOVE Q d -I I -I I=I I FINISHED GRADE. III _ 0 IIIIIIIIIIII N I I -I I -I I- m I I I I I I- bi DO NOT USE SIDE INLET. - = 2 III III- m LR TURF POP UP HEAD. 8 " HIGH POP HEAD. z � 1 /2 MARLEX STREET ELL. TO CURB ORWALK. z 1 /2" MARLEX STREET ELL. - BARB ELL X MIPT. BARB ELL X MIPT. `V IIISTREET 1 /2" MARLEX ELL. 7 12' TO WALL OR FENCE. � 1 /2" MARLEX STREET ELL.` / o0U o V 1 f 1/ I 0 000 v 0� dot INCREASE LATERAL O O 4 O 0 LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE, 6" THICK LAYER OF GRAVEL SCHEDULE 80 RISER. MAIN LINE. A ELECTRIC REMOTE CONTROL VALVE I- PVC TEE (SXSXT) OR ELL. 1 /2" POLYETHYLENE FLEXIBLE LATERAL LINE. TUBING, LENGTH AS REQUIRED. TURF SPRAY & STREAM BUBBLER ASSY. 1 1 /2" = 12" 328406.13-01 v 3" = 12" 328403.13-02 w 4r4 , FENCE OR WALL. r SHRUB NOZZLE. PVC SLIP -THREAD ADAPTER. _ O y - 12rr I BUBBLER NOZZLE AS SPECIFIED. 0 I CURB OR WALK. 3" ABOVE GRADE. 0° I I THERMOPLASTIC I WATER WELL AS PER RISER UV RESISTANT I i i- PLANTING DETAIL. 1 1 /2" MALE NPT i -III= THREADED III FINISHED GRADE. III -III -I � I -III I STRAIGHT 17- ROOT BALLRISER -S IIFIL-EX wo OF LATERAL HOSE WITHOFF 1/2 I�P WHERE OCCURS. I1-III-III-1I I PVC FLEX GLUE AND PRIMER. ' LENGTH AS REQUIRED. w I I PCV LATERAL LINE. m 0 0 I I PVC THREAD THREAD PVC SLIP -THREAD N m COUPLER. ADAPTER. cn PVC LATERAL KBI FR-500-4 � � I I LINE. 4" FLEX RISER. E Z PVC SLIP SLIP 7 204 I I TEE. 36"t m PVC SLIP THREAD ELL. NIPPLE AS REQUIRED. SHRUB SPRAY KBIFIXED RISER BUBBLER ON FLEX�11SE RI ER N 7 8 cfl 3" = 12" 328403.23-01 3" = 12 328403.53-01 ai v 0 O a- N I C 0 v .L a) CL U In C v J L C 3 0 I C v co C O U v U 7 d 12 s U N I 0 0 o 0 N N 0 C N LZ 328406.33-01 4 d. 8" TO CURB WALK. LATERAL -1 LINE. u PVC TEE (SXSXT) OR ELL. 1 /2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. SHRUB SPRAY HIGHPOP WIFLEX ASSEMBLY 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. FOF EXAMPLE : OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVEE-, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPUPLAN 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 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 (INTERMATIC #AG2401 OR EQUAL). 19. AT THE CONTROLLER, INSTALL A SUPPLEMENTARY EARTH 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 OR LESS RESISTANCE. USE MORE PLATES OR GROUNDING RODS AS NEEDED TO ACHIEVE THE DESIRED RESISTANCE READING. 20. THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER DETAILING THE ACTUAL INSTALLATION OF THE IRRIGATION SYSTEM. THE AS -BUILT DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, WIRE SPLICES, SLEEVES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM PERMANENT FEATURES (BUILDINGS, EDGE OF PAVEMENT, POWER POLES, FIRE HYDRANTS, ETC.). INCLUDE DEPTH OF COVER ON MAINLINE AND SLEEVES. 21. NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. IRRIGATION CONTRACTOR TO PROVIDE SUBMITTALS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 22. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHER WISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE. 23. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS � W Nt r� (V r 0 0_ o I co co J Vu_ m W v) x w w a. rn �r 0 z V(D z_ w _ J z Q 0 ti CV o rn o 0 o r � o z 0 F- Pt �> �F !` . , r ? M O O. CV U ���r�NoO O cV o 10 > 6 w U O 0) 0) M00 N v LL L L to c o 0 o co = z U Io >' c C co JV I? O 3: w co 5 .: iilij0acnl-Q co 3 0 Q J V Z CO) -O = _ Z W m E- Q 2 DV IL a D Ir O cl) a: i,,,. O c J J � LL w0 Z =O �u 0 X 0 IL W W w Z O NZN v Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: Ci C Revised TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WrrH THE MINIMUM BUILDING CODES. . v © 2014 HARVARD JOLLY, INC. IR2.0 -12 .2 IL 0 p _j ca LIJ uj W E 4) Ll_ JLD'�Nf_4 CODE- 2010 EDITION OF FLORIDA SLI91-3L CODE- EGIA'L fNSPE(A_ION REQLUIREtA&,iTS: �NO-�NOT CLASSIFJEDAS, ATHRESHOLD BUILDff,�G SIGNIWIND LOADING CWTERtA.: DES IGIIi FOR THE f,4AXl?.lJTV-. FOLRCES7 (IN C_-UDi.z4G U PI_IIFT'�L� RECIUiRED BY THE 2ckl.� EDIT fOiN' OF THE FLO RJE)A BU ILDIING GCDDE. DE,51GN: WR,�D LOADIN Gif',l ACCORDAINC�E: kAITH ASCE 7-10, 1. BASE-WIN,-D SPEED 137 I�PH 2 OCCOPANCY PfSKCATEGOPY 11 EXPOSURE(SUR_ CEk_OUr NESSCATEGORYi= SjjQ EGO 'Y I (GCp! 0 1 f', 4. R ENcLOSEDl A V I TY D S 1: G 0 A D S DEAD LOADS- R o 0 1--: STPUCTURE: 25 PSF LIVE LO'ADS ROOF: z 215 PSF ROOFUPLIFT: BUILD I NG STRIJC�TURE IS DESIGN ED AS 'IN, 0-N-SELF SUPPORTING) STEEL FRANIE 'CRARY bRACING AS PEQIjIPL--D To flAIN'TAtN STRUCTR�RAI_ STABILITY OF ALL C.TURAL ELEMENTS (0NCLUDP4Gl, BUT NOT L.IrOfTED TO, STEEL FRA�'.AING, WALLS, BEA�,,l--_S.. ',jS' FC tONS A ETC UNTIL SUCH TiM.FAS ALL STEEL FRMj8ETO WALL cx)z�o" T AI'4L T 0 %,N'A L L DIAP H RAG M, ICOL N N E CT 10 1*! S A R E I-* M P L ETE D. TH E CONT RACT,' 0 R SH ALL CAP EFU LLY STU D Y A�"-�'D C 0 N! PAP E TH E GO N-T PACT DOCUM L NT S_ T HEY SHALL BE RESPW%"LStqL E FOR THE FTEL_ D GO ORD f,,IAT 10, IN 0 F C:l%jjI . fe'LE ES, ARL' CH IT ECTU RAL, STRU5�TURAL ! �: t.;HAN iCAL Ai"I:D ELECTRICAL TRAD At-�YLC5[c-,:,f-<EPA�lC�ES.BETWEEz�4-DR�ki�,il,�,$GS DETAILS- lf��EN &t() NS. ETC __ SHALL BE BROUGHT TO THE ATTENTION OF THE COIT��STRUCTI.,':',N OF T HE AFFECTED ARE.k DO NOT SCALE FOP NOT PROVIDED- REFER T 0 THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT PR OV',,DEJl__Y n N TH E STRU CTUR, AL DRAIAlfNCi S THE CO-NTAINED 1,N' THF STRUCTURAL CiRANV*,�GS I ITSEI F� INCOMPLETE AND SHALL BE USED IN CO,',;.JUNCTi0l4 '4VITH ALL CON TRACT DOCUMEIIiTS, IN CIL ' :DfNG THE WRITTE-N Sp_� CJ'FIGATfO�"�_ ISS_�J ED IN CONJUNCTI.W4 WITH THE DRAIAT,,'CR�', AN'D ALL REFER.ENCE D C,0�'QSTRUCT�.ON MATERIALS IN'ST:ITUT I- OR ASSOC fATIO III SPEE�--i-FlICATIONS., STANDARD PRACTiCES,CouES, ETC, SPEC IF ICATIO NS t�,flDICA.TED� IN' THE '53TRUCTURAL CONTRACT D'U(4UMENTS A -RE TO BE cbl.�-';IDERED smimu�,l ACCEPTABLE CRfTEPIA AND MAY BE Sul PER, SEDED BY STRIN'GENT CRITERIA REOlUiPED AS A PART OF THE ARCHRECTURAL CONTRACT DOCUMENTS- SECJ._fONSAN,D DETA�LS ON' THE DRAWfINGS ARE INTE!'+DED TO BETYPICAL AND SHALL APPLYATAlU 'Sjp%�' LOLCAT�O.,,S UNLESS OTHER SECTIDINS X.�D DE-TA:LS ARE SPEC It-- fCA;_:_y REVERENCEDL WHERE. INTHE OP�NHOIliOFTHE GONTPACTOR: A- JSL�!"I"JC��EAP B, WFORMATION IS NOT Pp'QLViD'ED C. THERE IS A CONFLICT SETWEE-NL THE DRAIWIN�GS A',',;D THE S,'PE-GIFICATION D - THE RE IS A CON F� iCT WITH IN Tl�E DRAWINGS E_ TH ER E I S A CO NF: ICT �Vff H IN TH. E SPE CIF tC AT 1ON S TH E H tG H FIR 01JALIT Y ANLD.,'i)R G P Ee,,T ER' 0 Lt AN' T IT Y OF TH E GO N FL ICTiN 0 OPTION S SHALL GQVERN. THE DISCOVERY OFSUCH SfT-',jATI0N8.L THE CONTRACTOR SHALL CONTACT THE AR0-fqECT,`E4GfNFER FOR GUIDANCE- THE ARCHITECT;E-NGINEEP IS AND SHALL REMAf�,l THE r- f��IALAUTHORITY F L 0�� INTERPRETAT 10�'4 0 F THE DOCUMENTS IN SfTUATiON'S OF C13N t`LfCT_ REFER To Tlc�.E ARCHITECTURAL DRIAININ GS FOR F fNiSHED FLOOR ELEVATIONS _. S L OP E A,!',; D *� - 0 CA T 10 N' 0 F D E P R E S S F D A R, E A S, C 0 f �l P A R E �,' ,, I T H S T R t I C T � J I-,, A L P L A,," S A N D DETAILS AND REPORT /5mNlY DISGREPAN'CIES T 0 THE ARCHITECT L:*kl'rjR TO FAURPICATIO,N �-'iR ATION OF SPPUGTURAI, Yi�ORK. ALL Iv_ATELR:Ai'_S AND VVOPKt�,�ANSHIP SHALL BE IN AC�_-ORDA�,ICEVV'tTH THE 2010 EDITION' OF -, �iE F:-O RIDA BIWILD-ING CODE AIND THE WRTTTE*Il SF-ECfFiCATllDN BOOKLET, ISS�)FD WITH THE THE SAFETY OF THE WORKERS AND THE CON-STRUCTIO.,N SITE ISIHE SOLE RESPONS:BiLITY OF THE CONTRACTOR NEITHER THE ARC'.-.'ITECT NOR THE STRUCTURAL E.�-4GINEER SHALL BE HELD LIABLE FOR ACC-c[DENTS DUWNG CON STRU CTIO q-4 OF THE PR. DJECT . THESE DO� C Ii'MENTS, DO NOT JNC;_U_nE PRCIV00N S TO SAT IS FY SAFETY P E0 U TH ' El- I Y R E S 0 �4 S.' E F . � E CONTRACTOR IS SOL P OR E,�'4 SU R f �',i G 'WITH ALL OSHA STAN E0,R DS. JOB SITE VIISfTS BY T.HE EN,,GI:NIEER SHALL NOT COe4ST !TOTE OR UABIUTY -FOR AN;Y HAZ A R D 0, �_'S C 0 N D IT 10 NS � IT 1.5 THE S-0,LE RESPON'_SfBLjifTY OF- TI-iE CONTRACTOR TO -DETERN,'�INE ERECTI�-�N N�ETHODS AND SE0ijE-NCE OF CO,'4STRUiCTICIN'� IT 6 THIE SOLE f 0 E F 'UR "�TLA LI, if Y THE CONTRACT OR F THE STROCTU'RA,'_ 3 B!_ OF T,--;EBUtL_rRNGAI`,,',U ALLPHASE'SOF GON'ISTRUC�TlOt-,' THfSINCLUIDES, BUTfS NOT Ll�-,�.FTEDTOTHEADDITION� TEIMPORARY BPACIN;G ` GUYING. SLlQR*,,NG. TIE -DOWNS, ETC , THAT fv,A,Y BE RE�QUIRED TO -P ES I S T F 0 P CL E'S A P P L. I ED D U R I NI G COI, I S T R C T I ON. I N C L_ U D, i I,,- G �Al I ND THE GONITRACTCjR SHALI_ EXERC�:SE SUCH -M.EASURES ASARE RECIU'IRED TO PROTECT ADJOIN'tNG P_R�OPERTY, STRUCTLIRES FACfLITIE4,5AND UTf.'LtT IES FROT�,?., DA"Y'AGE DURING CONSTRUCTION - THE IGENERAL CONT RACTOR SHAL.- F�ELO VERIFY ALL DM!EI"4SlOiNS PRIOR TO CtDNS fRIITC�j THE CON'TRACTOP -SHALL ALL A�ND ELE'�,�ATIONS VVITHi THE ARCHITECCTI-jRAL DRN,;VTiGS_ THE CONITRACT0R, SHA� IL SE RESPLO?�SJSLE FOR THE PROWER DESIGN AND CONSTRUCTIO.",', OF ALL N-ECESSARY FOR�,IWORK SHORRQG.. RESHOPt'-NG ANDI WHICH R� REOUIRED TO SAEE�_Y t;ONSTRUC'�T THE STRUCTUPE_ THE _jL -'�RA.�',!YE)A,vAGEGAt3SEDBYTHF:l�,fSTAt-L CONffRAGTOR IS RESPO'lfS:I3 E Ff- AT ANYTE�'�' JQ ESIG'NOfANYREC2UtRF ..Pf. _AR RiNGANDI U�NDEf- NING- THED -0 FOR, MWC.�RK. RIFSHOP�NG. ONDERPINN INIG. ETC-- SHALL BE PRO:ViDED BYA PROFESS�ONAL ENGINEER CURRENTLY REGI:STERED IN THE STATE OF FLORI'DA �NVHCISE TRAINING AND PRACTICE E_KPEWF-NCE IS STRUCTURAL ENGtNEER?:N'G' DESIG-N' CALCULATIONS AND ERE-CTION DRA'VANG �`WHICH SHALL BEAR HILS SEAL, SIG TO I GJ4.RECTL ,NAT U RE A�-,; D THE DKIF E, Sil. ALL BE C-U fTTE L -HEAR AiND REC�PON'SIBLE 6Ui;_Di--'4G AUTHORfTY� THE CONTRACTOR HASTHE FIOLL RESPONSfBIILITY FDR PROVIDING ANY AN0 ALL BRACING -NEGE'S'SARYTO `Q�AINffAIN; ST_A.BI-,'_ITY.,kND STPUCTURAl. INTEGRITY OF ljl_v'ALLS RETAIIIWNG ',1VALLS, l-liFAN1Y.)SHAL_.lBE BRACED PRIOR TO ANW DIURING ALL CO�-.8PACTING AND SACKFILIANG OPERATIONS '�% HOUT FIRST NO W: 0 DIFICATION 0 F AIliY STR'j CT URAL �t.lEtv3. BER SH ALL BE PERN. IT TE D 'IT OBTAINING f�NVVRIT INU, F Ro') tVI THE STRUCTURA, ENGtN EER THAT SUCH' M,ODT IGAT ION 'S PEPM, ISSiSl_p - T" IS tN Cl ODES AN Y MODiF 1CATi3_-'-."l 'NH. ICH WAY APVERSE�Y AFFECT THE STP EN 1-.' 0- F TH F M�EMEER � 0 P 1) RAWIN GS ARE A NI ^AID FOR F fEL D PLAC E�,IENT AND AP E SO P-E RSEDED BY TH; E �UCTUPAL DRA�,VINGS_ IT SHAz L BE THE RESPONSIBILITY OF: THE CONTRAGTO. T MAKE TR RTAIN' THAT AL� CONSTRUCTIO-�4 IS IN FULL THE LATEST S UCTURAL AWft-IGS. REViEv'%,' OF SHOP FABRIfCATIC�IN AND EREG�TK)N DRA%Ni�-�GS BYTHE ARCHITECT ANF �UC'TURAL ENGNEER IS FOR C.'OORDINATIEDN' OF REVISIONS, INTERPRETATio.�4 RECILtc ESTS- Ci� FOR VERIFICATION --IF THE OF DFSIGI4 OUIRENAE.NTS- �T IS THE RESP,01'1,18181ITY OF THE C;O,,',,qRAr;FOR To APPRIOVE FOR SAME AS OV E A.N D, I.N ADDITION, TO REViEW FOR DETAtL FJESiGN REQUIREt,3,EiNTS- AND REVfE'%N',lVVLL NOT COVER OR DETAI' REQU�REMENTS. SUCH A.S DR, THAT THE St�,Op A '�S E C,0RRE'_'T NOR INFE-Ri THAT TH ESHOP DRAAqNGS SUPF--z,.SEDF- THE STRUcTURAL A.;E REVIEIN'� NILL .NOT COMM.-ENGE U-%�Tlt_ A, L OF THE FOL." OWY�,iG REQUIREMEtffs E SATISFIED! PAPER SUBMITTALS S Ol-P !� tTiALS SRAi IL IN GLU'. DE: 0 NE S ET OF R _EPR 0 D UCIBLES & TWO SETS -_ F P P I NTS FO R Rl E VIEW AND F !:- E IN AF OFF ICE TH E R c PRO D'j C IB:_ E$ WILL BE rOARKED TO IN [ACATE A.-'4Y NOT ED REPAN C �,ES AN R:0R E RRO R,5. T H. E R.EEPR.O0IJC,lB!_E'S IA-fIll- THE"�i OF RETUR.NED, TO THE CONTRACTOR FOR OF D!S_I RIBUTION SET'-, FOR, T HE OWNER. SUB-CONTRACTOPS, ETC. ElECTRON:C SUB�-,,','TTALS SHALL !NCLUDE ONIF COtv'.-PLETE SET OF PRINTS FOR PHYSICAL REVIEWA.-ND FILE in,� ENGI N�EER7S OFFICE. IT IS NOT THE OF THE EW-3f5NEER TO BARETHE COST OF PRINTING COPIES OF SHOP DPA�NIIIJ�GS, FOR PHYSICAL REv'IF_W. ELEGTREDJN'�C SUBt-MITALS 'AMLL BE RED-LIN�ED F; EQTRQIl'jICAL_Y'y%lT�l, RE'ViE�N BE RETURNED TO, THE GONiTPACTOR FOR DiSTRIBl.JTIOz-4 TO THE O�N`NFR_. C,,'_)NTRACTOR_, SUB-CO.NTRACTOP-S, ETC- NOTE� MADF 1�.Nl A.NY FO-RM: GTHER THAN T��.AT REQlLIESTE0- ABOVE �NILI_ SEREJECTED AND'VVIUL BE RETURNED TO CO'NiTRACT011, WffilOUT ANY <EVIE1,111. F'_ IINER AGTIO,�-.3 ',AlILL BE TAKEN IUNT IL_ A PROPER SUSI,43TTAL 15 RECEIVED. NOTE: A.-,,Y DELAYS 'CAUSED BY ffiWPO PER SUBIV'ITTALS Wl' BETHESOLE ',;L�CH Stffluf�sff TALS WILL BE PEP_: RUi:'FT3lAe'ITH0UT ANY REQUIRE RESUB;'v'�l_FTAL_ DRA'AfliNGS MUST BECOM.PLETE�- NIOT PROGRESS PRINTS� SIfflMITTI=D DRAVVINIGS MUST H'116&'VE SEEN, CHECKED, APPROVED, DATED.. M,,D 1:1flTiALED BY BOT H THEDETAil-ER ANDTH.-E PERSON IN RESPONSIBLE CHARGE OF FINAL REVIEWA�14D APPROVAL OF T�,E S)HOP 1N THE FABRICATORS OFFICE- 4- THE COINITRACTOR SHALL H AVE REVIE"AED AND APPROVED THE SHOP DRAWINGS P 'DR , SHAL lqik TO SUSMiTTING FORAfE REVJE:Vi,�t THE PROJECTMANAGER L IN'DICATE (:EITHER BYCOVER LETTER OR BYWRITTEf4 STATEN'.-ENIT ON' EACH SHEET OF DRAWINGS SOBY-ITTEDiFOLLOWING NOTE: 'THESE SHOP DRAWINGSAND ALL WORK TO BE PERF-CURMiED MEET;,__�R, EXCEED THE REQUIREMI:Ett4TS OF THE CONTRACT DOCLN.MEKTS IN ALL RESPEC-"TS'. THIS STATEMENT SHAILL BE SIGNEDAND DATED SYTHE: PROJECT MARAGEP. 5. SUBMITTALS SHALL PROVIDE FOR AT LEAST FOURTEEN (14) WORKING DAYS IN THE F -N GIN FERS Of FACE FOR R EVIEW. FO U. RTEE N DAY 0 CK WILL NOT START UNTIL RECEIPT �')F PROPER SUBMITTAL. PHA-3ED At-,'DSWAILLER PACt,;:AGES. ARE N!0RE EASILYAND QU'ICKLY RETUR.NED- 6 NOTE THAT TH El'_�ONTRACTO R'S �-OzZ SU B-CONTRACT 0 R'Sl FAILURE TO SUBM IT SH OP DPAW'INGS ffi A TI.fl?-.ELY fv'ANNER,'"PROVIDfNG FOR THE REWAPED REVIEWTIME IN THE NOT CONSTITUTE AN EMERGENC�Y AND AN' ItWFolATE R EVkl 8 Y T; i E EN G I NE E R t THE CO NzTRA2CT0i_-Z AN U SU B-CONTRACTOR'S SHALL ASSU ME F ULL RESPO.,4S�641 ITY:. UN REL IEVED BY REViEW 0 1-- SHOP DRAV43N' G 5, AN-D D 0 CUIM. ENTS. FOP: 0 �MEN SION S-1 C00- P3'JNAT ION VVI OTHER' TRADES: FABRICATION' PROCE&SES.. CONSTRUC_�TION TECHNIQUES. SAFETY CONDITIONS, AN'D FULFI-LITNG DETAIL REQUIREN','ENTS OFTH:FIR CONTPAC T- GENERAL SPRF-AD f001ING FOUNDATION NOTES, MA)XIMUM DESIGN FOOTfNGi-SOiL COINTACT PRESSURE 2500' PSF PURSjj;A�.ff TO �EOTECHNICAL !NVESTIGATIO.N AND REPORT NO. DATED Fjii20,113. AS PREPARED RYAREHiNA ENGINEERI-iNG - ING_ OF TAII,�:RA., FLORIDA. TH-_G,EOTFCHN'IGA:_ REPORT CONTAINS Sol"Ll BORIIIJIS I'LOGS. FOUNDATi;DN DES'GN PECO:&,if.lENDATfQ-NlS AND SPECIFIC REQUIRED -SITEPREPARAT�ON AND SIT EVVORK IN;STJRUCT�ONS. THE GENERA;_ 0C)NTRAGTOR SHALL REFER TO THE REPORT FOR, STRICT SITEINORKINSTRUCTtONS AND PROCEDURES WHICH ARE REQ�jIRED ASA PART OF: THE FOUNDATION CONSTR.UCTION. 2, AL: FILL MATERP-,L:5 HALL BE PLACED AND COMPACTED IN STRICT COt'lFORM4ANCE WITH THTEGEC-ITECHNICA..' PEP ORT ?RE PARED POR THE PROJECT, I'N' NO INSTANCE SHALLF I:-,- fyIATERLAL BE PLACED AND C,0�-,IPACTEDI ',,Il lf�,'DWIDUA:L LIFT DEPTHS EXGEEDING. 1211'�NCHES UNLESS SPECtFfCALLYD!RFCTF_D, TO13Cj SkDIN WRITING BYTHE PROJECT GEOTEGi-;,NIiC ENGINEER, '.,N! NO WSTANCE sHAL-i- FILL MATERIAL AND -,,txTuRAL suBGRADE -M.ATERAL �UPON _*�H. ICH F OUNDATIO NS A-14WOR SLAIB S O-N GRADF ARE TO BF S UPPOR TED) BE C01IN'TACTED TO A CRITERIA LESS THAT Sl 5%:OF IINCIMFIED PROCTOR DRY DENS ay UNLESS spEcamAtLy D�RECTED TO 00 SO [I,,' W-RITING BY T"-'.E PROJECT F:OTEC_;HNK-,4L ENGINEER, 3. AL:_ POURED IN PLACE CONCRETE SI--LALL HAVE THE MINIMWIm" 28DAY ULTROATE CUNWRESSIVESTRENGTH: A- FOUIlDATIONIS - ft =3000 PSI- C_ SEAMS-ft=4a!GPSL 4- THE OWNER SHALL RETAIN AN iNDEPEN;DEN;TTESTING LABORATORY TO PERFQRF,,?.- THE FOLLOWING TESTS: A� 0,'4E 0 ENSITY T EST FO P EACH 15fkA SOU AR E F � ET OF CO.M PACTEV SU 66 RAE' E OR COMPA�_'TEDFIL:_ B. O.'%IE UEI,� SIT Y TEST- AT EACH GO:UM11N FOOT I:.4G C� O-NE D EiNfSITY TEST FOR EAC;:l 25 FEET OI:m WALL FOOTVG_ P. SEE CAST IN PLACE CI314CRETE NOTES FOR CONCRETE TESTING REQU�-REh"ENTS. ONE GOPYOF ALL TEST REPORT RESULTS SHALi- BE SENT DIREGTILYTo THE A cHITEcT, 5- AL. PEPWORCINGBAR SHALL SPECIFICATI"Di"j. 6. AL.'_FuUNDATIONI REBAR LA-F-S S HALL B E AS SCH EDUl-ED ON THE ERA W IN G S F Q R. TH E S - - - I SPECIFIC STRUCTU'RA�_ AND STRE,&IGTH 017CONCRETE TO, BE POURF-C, 7- PROVIDE COR'NEP BAPS TO fv',ATCH SIZE AND COUNT BARS. 8- BUILDING DESiGN PURSUANT TO THE 2010 EDITION OFTHE FLORIDABIjILDING CODE. 9. THE GONTRACTOR SHALL FIELD VERIFY AJ-L DliOE�'IlSfON S PRIOR TO BEGINNIING FOUNDATION CONSTRUCTIC)N `_DL UN -IGALLY DETAILED OTHERWISE, FOUNakTION'S SHALL BE LOCATED AT T E LESS -SPECti H C ENT ER 0 F '04ALLS A�N D1,C) R, CC) S WHIGH TH EY &UP POP T T ULERANCE FQ R TH E ACCEPTABILITY OF PLACEMENT OF FCA;�NDATIONS, A.NCHOR BO:LTS, COLUMN DOWELS, WALLDO'V",�ELS. ETf----,S�IALLSEC-O%."E�R?,�ED,3YTHEAPPPIOP.[?,,,,,�TEAi-CC..ACfANL;,:;OR BUILDING GODES PROVIS-IONS- -0N LAYIN-3 CUT U-N S SPACED REINFUPCING DOVY'ELS'. FIRST LOCATE DOWEL OPFI`iff-,3-S, DOOR OPENfI,46S. E.NDS Of"WAL:-S, CDLUNINS, PfLASTERS ' ETC,_ THEN LOCATE THE DOWELS UNIFORM. SPACUING� ,2- THE FOUNDAT�ON CONTRACTOR SHAIJ - EXERCISE SUCH, N,,EASURESA-4 ARE REOUIRED TO PROTECT ALL ADJOR.UNG BWLD�NGS. STRUCTURES. FOUNDATJON�S. FACf_:ffIESAND FROM SUSTAINfING DAMAGE''�;VJ';ICH COU�T) RESULT WORK DONE UNDER TH; S N T R - A C � T IS- THE CONTRAk-TOR SHALL PPO'V'IDE SiJ04, f:0-UNDATION, STEPSASARE NECESSA17".YTO PzRt-,IIll'TAl_L BELOW GRADE G TO, PASS THROUGH',THE SOTTWAf3FT�,F_S-LA.B ON GRADE AND THE TOP OF THE FOUNDATION. PREFEIRABI Y,, THERE SHOU'Ll.; BE A Ml:-NikIUM,, 4) F FOIJR INCHES OF SimL BETWEE'.1TH"El PIPE AND BOT� THE BOTTOM OF THE SLAB ABO'VE AND THE TOP OF THIE FOUNDATION BELOW- SEE TYPICAL STEPPED FOOTING DETAIL RiDfVIDUAL CULIAMN F0UNr_V,,TfOT-iS SH OULD BE LOWERED TO P'LUN'sBiNG, THE SHA: : RE'VIEW StJOI-i '.31TUATIDI,�SVVITH, TH.F: STR�_:CTIPIR'AL F_I,,IGiNEER, AND COORDINATE IAI�T-H SUBSi AND fv'ATERIAL SUPPLIERS- _OU DURING THE CO!NSTRUCTION PHASES (,*IF EXCAVATIO�i, BACKFILI-IIN'G NID F W -.f JON CU`NSTR;J�_TION, A SOI` S TESTtNG LABORATORY SHALL BE -RETA1!',iED BY TH.E OVOIER< TO PROVIDE C;_-)NSfRHfTfQN REVIEW TO t4SIjRE COf,�PLIANCE WITH THE CONSTRuCTION DOCUMENTS- THEARCHITECT SHALL BE lMUy"DIATE;`__Y NOTIFIED OF AN;Y OBSERVED ARE AT, VARIANCE WFTH THE FIELD CONDITtb-:�; s i.,,mjc.A.TEu WITHIN THE PROJECi qE,-'ORT-, 15� UNLESSTHE OWNER SPECFI.C.AILLY PROH�BITSTHE USE -3F EARTH FOP�'�IS. TH'.E VERTICAL FACES OFFDUN.JDATION'S fv"AY BE EARTH FORtVIED SEKEPT VERTICAL;. CLEAN AND STABLE AND IF OVERALL FOOTING WIDTH IS INCREASED BY 2 1!NCHES 0-iN EACH. SIDE (-,' INCHESTOTAL), IC-ITHERWISE VERTICAL BE PROVIDED- lq5. THE CONTRACTOR IS CAUTIONED THAT EXCAVATIONS ADJACENT TO OR U'NDER EXISTING 0 R NEW; Y CO �NST RU CTED FOU N DATIO' NS S HALL NOT BE -PERM ITTED AND THAT T HE C-OST 0 F REPAIR NNG A�--,'-Y DAtiAzGE N4'D.�OR SETT:_EfV`_N'-T FEZ5-tJ- LTIN G FIR 0.-`0- SAR�-H I I S ' -I Y ,Nfl-L BE H! "HER RESPIU.NSIBILIT - CAST IN PLACE CONCRETE NO-IFES. CAST PLACE CON`- RZ I- FE WORK IN DE S RE �NFO RcIIi G. sT EELA;l� D RELATE D Wucz K S:_llC)`WN IN GLUDfl!413 FO Rf�4 l0vORK, SETTING AiN�GHOR BOITS, P�_ATES� FRAMES, DOWELS FOR MASONRY OR OTHER fTEf;,lS E.'�'UEDDEL'f IN' CON� CR ETE_ 'L -0 T HE RE Q U IqE&A. FTN TS'. O� F Tj-;. E F! 1; 12 COIQF7OP5M1 CODES� AND STANDARDS (LATESI EDfTIW4,5)� A, /.vf;l 117 "STA.INDARD TOLERA!,iCES FOR CO,',,C:-,ETE CONSTRUCTION P,ND tV`AT`RIALS!: B_ ACI 2-732 A R �'USE OF PO'Vk,� OR PROCESSED NATURAL �--jZZLOLANS IN' Co.-N Cp.ETE�: 0 R ACf 2a2�2R �'U SE 4-� F FLY ASH CONC'RETE" 0 R AC-1 23aR 'G:R0'W'-4D GRA`,,�C, LATE D BLAST F'_"'R�NACE SLAG' CEI�,'iENIT 1;'-;' CO'NCRETE AIND M-ORTAR A 3 SPEC _-;i�;ATfOIqS FOR STRUCTURAL CONGPETE FOR BUILDINGS" GI 01 11, AC.1 302 'GU 0E FOR C ON CRETE Fl-O OP. 'V� D SLAB C ON STR'.,j -TiO Q E_ AC-f 304 PRACTICE FOR N'EASURIN�G, MIXNG.' TR.AN'SPORTINGI DP: - AC CON S:;,q ETE' F_ Aclf Ji�44_2R PLAC�NG CORCRETE BY PUMPIN'G �,AETHODS ACl 34�5R "RECCW'MeEN�DED PRACTI.CE FOR HOT VV'EAT�4EP CONCRETING" H_ Asc�l aoGR PPACT-1-CE FOR CO-'D V,1EATHEP CQIlkPETI?,,,G" I- ACI '303 'ST.ANDARD Pi�AC-TkA_: FOR CURIN�G CONCRETE' j- �,,Gi 30L�R �*GUfDE FOR OF CO�NCRMETE` A_Ct 311 FOR CONCRETE ACI 315 DETAILLS AND nETAlt.ING OF CWICRETE REINFORGEME"47 Af, I �' 'm 'Bu ILDII" G cor) E RT QI; R EMFNT S FlOq STR� i� CTt �PAL C 0.".lcq.RETE- NI AC-f '347 PPZTICE FOP. CO3NCRETE FOR1,3,.WOPW' 0 AGI �.,`)AI'4:UAL OF CONCRETE PPAC,TICE - PARTS, I THRU 5 (AS APPROPRIATE To TYPE 0 F CON ST R.0 CT _H D AN 0 3- C(J141-RET E S, ALL BE NORMW_ W�:Gi-�T (IJ,3N i di'D SHALL BE BATCHED, MIL)"'Eu - TRIA�'.ISPORTED IN ASTIV'. C-94, 7HE SPECIFICATIONS FOR READY �vliX CONCRE-TE, NOTE- THE C01'.1CRETE SHAL I BE PLACED W'ff HP�l 90 ToNNUT ES <if BATI-i''TIM-F CONiCR,F-TE N','I:x DES;6o,' SHALL BE PROPURTIO',NED It! ACCORDANCE WIT, H ACf .-01 TO PROVIDE CO, N CRETE C ;APABLE OF SFINI(3 PLACED WITH OUT EXCESStVE SEGREGATf'O'N ACCEPTABLT: FiNISHING PROPERTIES.. DUPABILITY'.. ST� TH P UR FACEH.ARD'ENERS., APPEARAN CEI, ANE R EN G EQUfRED BY THESE SPE-CfF ICATION S ',;t.ATF iA- : S USEj_l IN THE CONCRETE N'IX: A- GEN"ENT- AS-TU G V>0. -TYPE I 0,�-< -TYPE It B AGGREGATE-S� "4OR�.,,IALV,,lEIGHT CONCRETE, COARSE AND FINE, ASTN� G'1�3 I �' :_0THERCONCR AGGREGATESIZE FOUNDATIONS-�_-, A-- ETE �-'NTRAIN:NG AGEINIT SHALL N�,EET ASTV.'.. C-2W D_ WATER A.,ST-M. C494,TYPE A E. VVIATER.-_FRESi-� CLEAN ANADPOTABLE, F. INO ACCELERATORS-, -RETARDERS QR.ADMf>-'.TURES CONTAIINfNG CHLOR [DES W11 L BE PFRI,04TTED. G. UH:-ORIDE S�-A',_I_ ;NOT BE USED IN' THE 'Mfx NOTE: ADDING OF WATER TO I!,,UX IN'FIELD, THE FIEADY%� iX UP iVER SFAlol, HAVE IN H, IS PiOSS-ESSION ik-ll Tffv,E OF DELIVERY, Wp ITTE-%,j li-NI STRU GTI FRO M THE READY.-,;. IX -S! �PP-i_ IER DETAR-IN G -I HE NIAXiMU tvi AN'�OURT OF WATE-R, WHfCH CAN BE ADDED TO THE MIX -BY T�"E DRIVER It,' THE FIELD �GAL-Lo-.%is PER- YARD)_ SHALL NOT BE ADDED T 0 TH E MIX AFTER LEA'VING THE BATCH PLM%fT DO NOT USE FOR FLY4,ISH-,AST�J� C61 et, C;_Al_�S F. 4�3�Y& BY WEIGH EXPOSED SLABS FOR ARCWTECTI_�PAL CCINCRETE- SO PIE R PLASTICIZ ER C- [7ED BY T E �44 TYPE F OR G. WHERE ALI THO P H ENGI"�EEP SLAG CEMENT IN CONCRETE ASTI,,i C9K_4_ 20% BY �NE;GHT 4. CON CRE TE S HALL, HAVE T �4. EI-MN U LT�M�ATE C OM PRE SISE IV E STREN G T�-; AT 28 DAYS.. I 'D I CAT 7 - ,U -N 0 ).- F70 R TH F ST RUCTI: RAL ELFf�,. E NT ff� 0 B E LOVv FOUNalkTION: 30111-0 PSI SLAB ON' GRADE: ��sjm PSI C 0 L UIM WS! � 4U00 FISI TIE BEEAMS- 40,00 PSI BEAMS: 41 cl 1W Ip S I CONGRETE 1,,�[X DESIGN SUB�,,IJTTAL DATA REOHIRED, A, INTENDED USAGE AND LOCATION FOR EAC.H �'IIXTYPE B. ��MX DESIGN FOR EACH TYPE C, CEI',^EP-IT CONTENT YARD D. COURSE A,ID FINE AGGREGATE IN: POUNDS.:CUBIG YARD -AiATER CENIENTRATIO BY WEIGHT (,NOT TO EXCEED 0.,650 EVER)V,.fH:ERE CEMENT TYP-E OF MANUFACTURE G S L � � M. P RAN G F H AIR CONTENT ADI!-e'�, fKT,J RE TYPE AND MAN UFACTU RER J_ PERCEiNT ADMIXTURE BY WEIGHT K. H ISTO:RfGAL PERFORNAANCE STRENGTH TEST DATA REQURED TO ESTABLISH MIXI)ESIGN- NE - c -.',A THE SIERVICES OF A QUA."LIFfED A,2CR DiTED TESTI' 5 THE OV0 ::R SHALL RETAI, E ,J,G LAB'0 RATOCRY TO PERFORM THE FOLLOWING TE-STING3 SERVICES - A, SA�,,IPLING PER ASTM. C-172: !,,;OTE, SAMPLIN'G Si-JALLBE TAKENI FRON1 THE P,�-JINT OF DELIVERYOF THE CON'CRETE,_ IN OTHER WORDS IF A.00,14GPETE PUNW IS USED, SAM-. PLES SH'Al-t- BE TAIKE�,a FRO M THE DISCH ARGE E.,IDI OF THE HOSE, C. COMPRESSIVE STRENGTH PER ASTT,�_ C-3,1 & C-SS,. FOR EACH CLAS',S OF CONCRETE POURED, 'PRUYIPE TVIfO SETS. OF TWO, CYLINDER,1�1 FOR EACH 5�� c�jslf- YARDS oF CON(_�PFTE OR FRACTION THEREOF. BREAK Ol:E CYLINDER AT DAYS, TWOAT (2�8) DAY'S:AND HOLD THE REtl-AINING it'N RES-ERVElN CASE A 5613X!�TTSTIS REQUIRED. A TEST RESULT IS CONSI-IDERFDTO BE THE AVERAG:F_ OF THETWO CYL IN GE R BREAKS CONIPPISINGASET, DNE COPYOF ALL TEST RESULTS 8HAU_ BE SENT DIRECTLY TO THE O'VVNER. AR CHITECT, S "TRUr ':G -f ' L 1--i GIURAL ER l.'NEEP AND GENERAIL CDNTRACTOR M-9,8EDIXTE Y UVO- DETERUOINAT;O�-,'OF RESIA-TS. FRE:QUENCY OF TESTING -SHALL P40T BE LESS THAN ONCE A DAY VIiHEN Cg-NCRETE IS PCIURED OR LESS THAN W4'GE FOR EACH 50-00 SQUARE FEET 0,F S-URFACEA-REA FOR 'SLARS OR IWALLS 6. REI_14FORCE-f ENT USEDA-fi CONCRETE A DEFORN�Ef) RARS &I-1- N.�Ii D R_Et,',iF0RCING ',BAR USED f!4 CONCRETE SHALL. BE GRADE&aKSI DEFORMED BAR CW,,FORM�ING �S I ) Si,;l0OTll DO'WELSS-. ASTM A615, RLAIN BARS, YIELD ISTREN'G'TH OF 650 KS 1. C_ CC NFORM TOAST NA - A- las, AN D SU PPLiEz) ff"� FIAT SHEETS (RATHER T AN e,,' ROLL-5-1- FABRiG SHA BE PLflCED QIj CCNTjN 10 LOCA�-,_,'ONi W`l*.THi.N THE: CONCRETE, 10. F _W-LERE CONCRETE SURFACES ARE EXPOSED. MAKE THOSE PORTK_lly'�ls OF An' ACCE',E'zSORIES. IN CONTACT WITH THE 0_01',IGRE�FE. SURFACE OR VIHINON tNCHES:T_-HEREQF, OF F_ LATESTEDITION, 'F STANF MANU�AL_O JARD PRACTICE FC1 R DETAILING REt."4FORGED COINCRETE STRUCTUR ES' W, N' -0 �) G S- U B MIT -_ 0 hl P L L T E D e T MILAN D PL A C IN G S H o P 1:� PAvv I I � G S F cl R A L L REIINRIRCING N J7(UC 101�4 NOTE- THEG' E.NERAL CONTRACTOR SHALL DELIVER. T() TH E GO ',ST T SITE, AS AND V44EN* DIRECTED TO DOSO BY THE ARCHITECT OR $TR"j CTURAL ENG f ',4EE R A S tel U CH ASAN ADDIT ION AL ONE HALF TON Of �;TOI CK LE N GTH N 0, 5 R EBAR A IN D P ROV IDE SO C-H LABOR AN al G R 0 UT AS IS, NE GE S SAR Y TO I N S TAL- L THE R E BAR AS D; R E CT ED BY T A-R c H ITE GT 0 R THE STRU CTU RAL E. N G 9, EE P - AN Y 0 N U S ED MATERIAL Al-NDL BOR SHA:: BE CREDITED TO THE OVIiNER. ATTHE CONTRACT U NIT PRICE. CONCIRTTE COVER OVER, RFINFORCIN-G IN CO�QCRETE STRUCTURA:_ F-I_Efvl-FNTS BE ASF 0:_ LOWS - A. FOUNDATIONS- 3" B. GOLUU'.N'S� I V2',","FOR NO- 6AND LARGER EARS) C BEm'lS_- -1 V2- (27� FOR NO- S AND LARGER BARS) S: I Vl'2`,'_2'FOR NO. 6AND LARGER BARS) E_ -1 E Rl to R's, '1 112' (EXT E R 10 R NOTE,: Ey P 0 S E D H 0 R � I Z 0 N TAL S U P F AC, I- S 0 F �� T-R U C T U R. AL S L A BS S HA L L E C 0 A E D WITH A HIGH OUN-ITY GRADE WATER PROOFI3'qG AN,D SEALING AG,ENT� 9, LAPSPLI:CE!_E_*,xGTVS SHALLSEASSCHEDULED FOPT:4F STPEt,,GTH OF CONCRETE ,AND SPECIFIC STRUC-PURAL ELEMENT tN QUESTI:OI4 9. PP OVID, E PR DPERLY TIED SPA CER S, CHAiWS,BOLSTERS, ETC., ASARE PEQUfREDAND NECESSARY TO ASSEMBLE, PLACE AND SUPPOPTAIL REINFORCING IN'THE PROPER. REQ UIRED i OCAT ION �A�,ITH IN TH E FORN-W`0 RK TAI.',4 REMIFO P GIN G IN TH E PR OPE R P0 SfTli_�N DU RING CONCR ETE PLAC EMENT OP ERATIO N S- ANDUINDER T HE APPOCATION OF CONSTROOTIO."4 �OADS AND OPERATION"S'y WHERE WIRE -rlrpE SUPPOPTSARE USED. CO�,,IPLY'i-NG WITH GRSI REGOMI%-'!E)Nu)Alm��S, PLASTIC TIP LEGS SHALL BE USED VAEIN CO-'4C_RETE ISTO BE EXPOSED To EX7-ERIORCOND ITIONS. THE GENERAL)_'ONTRA)_T0R SHALL BE RESPOtlStEILE FOP THE PROPER DESIGN ANU CONSTR ING I, I UCT':ADR- OF ALLINEGESSARY FORI�TWORI<,' I ',, ACCORDAN,GE �NIITH A13f a-47- THE DESIGN SHAUL BE PREPARED BYADELEGATED ;:SPECIALTY STR�JGT:JRIA: ENGINEER CURRENTLY REG21STERED �:'l THE STAT'! E OF 11 t OF IN T EN 0 F D C., 0 N S -1 R U, C_ T I,:) THE PROJECT WHERE LIFE SAFETY ISSUES ARE CRITICAL AND Ell"'ECTION' DRAlhFING, SHALL BEAR HIIES SEAL AND SIGNATURE AND T�,iE L DATE ERECTION DRAIWIN'GS SHkLl BE SOB�-,�IITTFDTO TIlE RESPONSIBLE BWLDIN' AU T H OR IT Y. 5'�OTE: EART H NAAY BE USE D AS VERTICAL SURF ACE FOR fM� S' FOR FOOTRNGS PR 0`140 ED T,H,ATTHE FOOTING OVERALL'YA,10Tt' IS 1!`4CREASED IN SIZE Ff'FOtIR INCHES, -POUR BREAKS ri BEAr,,-'�S AND SLABS 5HALLOCCUR AT MID SPAN BETWEEN SUPPORTS ;�Pl -11 S A D -c)'LD c S 0 INTS OF t-,A 1.�z -,�U I,?, Sill E-AzO BY IUSE 0 F VERTICAi BU L K EA S. G, JOINT LO�GATIO`4S MUST BE LOCATEDTO PROVIDE THE : EAST MIPAC ', T 'E S_ E' GT Q ON JF THE STRUCTURAL MENJ*!BEP_ N()� T E HORIZONTAL CONSTRU CTION J�fNTS WtLk_ `40T BE PERh.-1qTFD IN ANY HOR IZON,`TAL SPAN CON'CRETE &?,.EN,�BERT 12. PROVIDE MIN'IMUM 14 GAGE GALVANIZED CORRUGA.TED DO',,ETAIL ANGHORS AT 16*'O.C.. TO CON;�4E;__,'T ADjACENT MASONRY TO CONCRETE STRUCTURAL IELEh�ENTS. PROVIDE D I I OVETAll ANC�4.OR HARD`N",6Q`ARFWI-'H.' HOT DIP GALVANIZED FNIiSH, (AST�,�� A 1S.-I, CLASS 62, 0 _5 OZ� PER SO - FT-")- 13. PROVIDE IIIEC�PRENE WATER STOPS AT ALL CO'W'ST RUCTiON 100NTS IN4 CAST IN PLACE CONW-FkETE WHERE ON E -SIDE IS DIRECTLY E-XPOSED TO EITHER THE WEATHER OR, IN DIRECT CONTACT WITH SO-ILAND THE OTHER SIDE OCCURS WITHIN ENC,�OSED SRACE_ 14, PROVIDE 'f-j- -)RNI ' NC .1 PC; U' LEASEAGEN:T'S) THAT WILL COATIN , GO& .. NDS �RE NOT 15. PL A CE G 0 Rl R B A R S AT C Ol R N E R S A NED E t I- D S I D � A, L I F 0, 0 11 � -,,G S �' WALLS AiND BEAt4S' -' -�i '" - 'G IN T_HF �,40RE BAR SIZE AND COUNT SFIA.,_L NIATCH THE LON', TUDINA.- REI,,F0QC�',, HEAVILY REI!NIFORCED fNTER8EGTING ELEME�--LF W.Ill.-Dj 1��. DOWEL BEM;�S. ETC- WITI!�'- DOWELS OF T E -.SANIESIZEl- couwT AN D S PAC LNG AS T H E W NG ITLl D;N' . AL REflNFORC-111G n�- THE fv�ORE HEAVEY REINFORCED MEMBER FRAtiM.NG INTO THE JOINT. )UNP -)F (2'-.NC_5 BARS (UJ4_0 �AR� , ALI F OU R SID ES C OPENIINGS fN CC)NCRETE STRUC_PjRe�L ELEfvlEI!'4TS, BARS SHALL EXTEND AT LEAST ��6 BEYOND THE FACE OFTHE OPENING - I jS_ TYPICAL SPAGINK-g OFTiES AN0'_z;TfRRUPSA.S INDICATED ON THE PLAN&SHALL BE REDU �-DD BY --)03% FOR THE SPACE BETWEEN TH E FACE 0 F THE SUPPORT D T H E FIRST S TIRRUP OR TIE VIERTCAL AND HORIZONTAL RICINFORICING I�N'DICATED ON THE LIPA.AANGS SIHALL BE DOWELED OUT Of: TIHE FOUNDATION' (OR THE �LEt�,r',_EJNT WHEPE THE KIE;.N�FORCING OPfGJ..',IATES, "I'SLAB, TIE ETC ) UTILIZING AN ACI STX�DAPD HOOK EMBEDDED TO DEVELOP THE FUL-L ULTINIATE TEN'SILE STRENGTH OF THE BAR 2�:) VERTICAL IVIVAL': - QFIIl:;FORCIt`.fG fl,NDICATED QiN THE -DRAWINGS SHALL EXTEND FROM TH',E F0,Ur-,'DATION,. �OR PEP, NOTE 19ABOVE TO THETIE BEA�,�! AT Tl-i.ETOPOF THE I - -TO DEVEi C)p Tj E F IL; WALL PRO VIDE A STAI-1 DAR D " C� W DE GREE HOO K "'EI-,�, BE DOE D - I -I L ULTIMATE'STRENGTH OF THE BA.R'� OUT OFTHE ELEMENT WHERE THE RE� NFORCING OR tGl-NATES A!:�iD INTO THE TOP OF THE TIE SEA�A', �iOOK _SJZfA1,,D CO, UNT SHALL fiv'ATCH THE VERTICAL REINFORCING- LAP SPLICE SHALL BE AS SCHEDULED ON THE PLANS, E: 'vWEN LAYING OUT FOU--NDATION DOWELS FOR. lJNIF'jR_M'! Y:'SPACED VERTIC'Al I : I q EINFQIRIC�ING. L: RSTLOICATE THE DOWELSSPECIFIED AT IPO-i"4DO'kAi, DOOR "VA, _; & OT HE R r-�A AS: O_ N R, Y 0 PE �,I IN G'S, E N DS '-) F 'vNP, L -'S, C 0 L U �,-1 N S, T f E c-OL U." M- -N S. PILASTER S, ETC., T H EN LP CATE [�'(6 WEi_ -S IN B ETWE E-N AT T HE S PF (-,'If: 1:E D hlll�lxlllll�'-Uhl"ll UNIFOR�,l SpAcl;'111G. 21. THE �,IINI,.N'U.N� 33EARZING Or GONCRETE BEAMS ON' SUPPORT SHALL BJE T_'.l0j'lLES_R NOT ED OR DETAiLED OTHERW[SE.). 10HERE BEArv' SEARS ON A MASUNPY SUPPORT, XTEND BEAIA'� A.DfSTANCEOVER T14E SI-iPPORT AT LEAST EQUAILTO TFIELENGTH OF ALL PEfRFORCED AND GPO3jTE.D CELLS ADJAGE-i-IlT TO THE I WHEP E T�iE BFAN! SEARS ON A Rf_�'NFORCED CGIN CRETE SlUIPIPORT, _E)�:TDND TIT F SEAM. ACROSS THE F UL* LENGTH OF T :,I- SUPPORT fFUL_L BEARIN'Gi 0 F BEAi,� ON SUPPORT) t,,;-OTE- ALL CONTINUOUS SEAM REINFOPCi:',�G SHAIA ENTENF31 FULL G PORT S� -NGT, . il ACROSS SUPPORT- LEN,3114. OF BEARING OF BEAfO 0IN S"U'F) HAL; -�401 B E L E S S T HAN DE PT H 0 F B, EAN,., 22. SEE ARCHJTECTURAL., ?,.8EGqANiCAl_,-A.ND ELECTRICAL DPAkNINGS FOR LOCATIC)Ns OF EMBEDDED ITEN�S -, GUNDUITS. PIPES- S-LEEVES, SLAS. '!iSEF ER TRADES- Ni'D I ZIT S_ ETi".'-- IN" AND T HRU CONCRETE ELEMENTS. REQUIRED BY OTH PIPES,. SLEEVES,. PENETRATIO�"-�':S OR WSERTS OF ANY TYPE.%P0'_I_ BE PE R1,11TTED PN' 7_'-EAt-,r'! S, J0 ISTS � SLABS, CODA,,. NS OR %,lVW LS U :N LESS APPRO'VED BY T HE Ff", GINEER, SH 0VtI,: U -.N THE SHOP DRAWINGS, AND CONSTRUCTED TO COMPLY WTq5 THE R'Elau IR, El-,r. ENTS OF SECT IO'N 6.3 OF AC4. �l 8 - AFTER APPP O'VAL BY Tii-- E.-N G IN EER.- THE CONTRAC OR SHALL FUPNISdIA. AND COORDI�4ATE THE INSTALLAT1101,1 OF -EM: Q _�ED ITE.M. S PRIG 1;t T 0 PLACIN'G THE CO N GRETE - BEDL I, 27- GE,*�E�xN�L-Y-REI�4�-ORCI"�GS�-iA;-L'�'�C�TC-Ec-',,:TT,�-)AOCkq,�,?-.�,,'*O�)ATETH.El�4STAI�-i-ATIO�4 -EGESSARY. ',,'OTJFY TOE STRUCTURAL ENlG[.,`,,EER OF THE IN'TENTION To Do SO AND FOP, EACH EAR CUT- PRO' 'IDE ONE ADDITIO:NAL: BAR EACH SIDE OF THE BAR �AVHtGH, 'AlAS CUT SIZE OF ADD BARS SHAL'i- MATCH SEE OF 0,RlGRLAl_ BAR AND LENGTIMISHALL -BE ADEQUATE TO AT LEAST PROVIDE A CLASS �'S- TENS[oNi LAP (OR ET,�-P-E-DUENT,, EACH S4 DE OF T �IE BAR WH iC H WAS CUT 24. R E t,� 0 V -E -I R AS H AN D D E �JB R I S F R 0 M F R 0 R K A �4 D' T � 10 14 0 U G H j_.Y"yV E T F 0 R M S I-M.. , M�F_DtATELY PRIOR TO PLACING CON;CRETE 25. TH E CON GR ETE SHAL I BE P LACE 0 IN 0 NE UOU S 0 PER 11"Ti 0 Ili BIFT"INEEN44 -BULKHEADED CONSTRUCTION' JOR4TS. 26. THE CONCRETE 5HAILL BE POURED BY PUMP OR BUCKET mf) aw-L BE Cu.NSO�UDATED IN PLACE USING tNTERNAL VIBRATORS, 27. THE &FiALL BEGIN CONCRETE CUR!NG ELYAFTER RNISHIN;,G CURING AGENT SHIAI-1 BEA �0% SOL iDS : QUID M,,EMBRANE FO P M. IIJG CH UMIC 11 L CICYVWOU ND AND SHALL M: EET AST'�,_ THE NOTE- IAET CU R ING IS AN AGCE FIT ^ABLE AN D PREF E:`RP F:: D Vi ETH. OD Of: CUR ING FOR SLABS. TFIIS REQUNES -- HAT THE. SURFACE OF THE SLAB RUMAIN SATURATED. FOR AT LEAST 4 DAYSIVNITTH WE-r BURLAP OR POLYETHYLENE S"A.EET& THIS N"ETHOD WI: L GRSATLY REDUGE'VOLUME -10,HANGE All-,'D SHRf!,.IKAGE CRACNS� !!V',�,1FIDIATELY AFTERRENAGVAL OF FORMS, REPAIqARY HONEYC0&e'.B OR -DEFECTIVE- AREAS�PvfffH HI'GH STPE!",IGTH CEIe�.ENTGR0UT_ GROUT S,4ALLBEAPPROVEDBYTf_lE I EENC,f�-4-EER_ WHEI,.' REfRFORCIN*,`G iSVIS:LR.-LEIN DEFECTIVE AREA.. C0�4TACT Ti-.,E EN'GINEERINIMEDO,TELY. 2�;'. :T IS REGWO�AIENDED THAT CljNCRETE TIE BEAkl. POUR LENGTHNOTTO EXCEE0ci0'-0' BETIO�EEN (--,'OLD JOINTSAND IN NO EVE�4T EXCEED 100FT IN LENGTH. REQUIREMENTS FOR LIGHT DUTY SLABS ON GRADE,' 1� SLAB O.,N GRADE S,"AlLa BE 4 I-NCHES THICK 2_ SLUI',�P 'Al POINT OF DELIVERY) To 5 �NcHES MAXIMW-M. AGGREGATE SIZE = 1 INCH 4 - ENTPAt'NED AIR CONTENT = 4_5 I 5- REf`,I,`OPGElllEtlT -SHAI I 8E:6 x 6 kN2�C) 1! W2_0f WEILDE-D W'IRE foES14:� GHAIR','ED I FRONI T OP OF SLA�5 QN: CQlNTIN;UCLIS HORIZONTAL RKIDS AT A SPr`ICING NOT IN EXCESS OF i'43'_ PULLI--'IiG UP L��ESIH DURfNG CRAiFTER THE CON CRETE POU:R IS IIIOT AN ACCEPTABLE PRACTICE. PRO-VlDE'Wk,J,4- IN FLAT SHEETS- ROLLS OF 'A'Wt-,� V5RLL_ NOT BE ACCEPTABLE &_ PROV-11DE 14,MILVAPO-q BARPIER: f iNTERiORSLABS ONL() 7- PROWDE:'R� POUND FELT 6,0!',10 BREAKER WHERE SLABS ABUT VERTICAL SURFACES S Lt C IT AS VliA'.- TS -AN D C 0 IL Us� N S_ �9 SUPPQRTIN�G SOIL SHALL BE COf,�P_ACTED TO 9S'?!c, OF Tv'.OD!FtEED PRC)CTOR N'IAXIM-1-Its". ORYDENSRY� PROVIDE VAPOR BARRIER BETWEEN BOTTOM OF CONCRETE AN'D TOP OF COM PACTE D SU BGR AIDE - 9� PPOVIDEETHER KEYEDCO'D JOINTSOPRSAW CLITCONTROL J09,iTS AT iN EACH DIRECTIO)II. 5,A`WC,;T JOI�,�TS SHALL BE I' DEEP ANE) SAWf,; AS S0011 AS T'-l'E SILAS WILLSUPPORT THE WEiG HT OF THE SAWAND OPr_-RATOR,. AND THE BLADE WILL PRODIJCE CLEAN CUTS WITHOUT DfSI_0DGR-4G AGGRFGATF_ '4 On)URS MAX-) 10 F I L L JSIMNG�; TS WITH ELASTOf-e. ER IC SEALANT AFT ER R E MOVA -' 0 F DO ST VVIT'! 0DNWRESSED AIR_ SURFACE OF THE SLAB RE`�,IA�N SATO RATED FOR AT: FAST 4 DAYS, V%?Iir� WET BU RLAP 0 R P OL . Y E TH Y LE _-N E SH EET S. T H IS �,l E T HO D �VVIL. L G R EATL Y P E DU CE V OL UM E CH AN G E AND SHRINKAGE CRACKS.- ALTEWNAT?��ELY._ AIPPLY 0,jRtNG COf�,!POUND TOSLAB WIT H IN TWO H. OU RS 0 F GO N�--P_,_ETf0 '11�i OF F IN ISH IN G 0 PEPATION S - U SE LIQ U iri N'; Elvl BRAt,,; E F 0 R f�li IN G _101 m PO �j III D GO -M. PLYIf �'G'WTFH ASTIM C-�0,1. -1 Y P E I.. C LA SS' A FOLLOW9,8ANUFACTURER'S IN�STRUCTIONS. ACCEPTABLE PRODUCTS INCLUDE- A.- M.ASTERBUILDEPS 1�.-!ASTERSEAL' B_ BUPKE'SPARTM� COTE' G. 'KURE-14-SEAL NOTE- - 'C,NFIRNI THAT CURING NOT INTERFERE WITH THE BONDING uF ANIYAPPLIED FLOOR SLIRFACES. 12, IT IS RECOf%,'ItI*NDE0 THAT SLABS BE POURED IN, CHECKERSOARDPATTERNS OR STRIPS WITH TPANSVERISE GUTS TO, Mll-WAtZE CRACKiNG' NO REQUIPEMENTS FOR POLYPROPYLENE f IBER REINf ORCED LIGHT DUTY SLABS ON GRADE' Y� 1� SLAB ON GRADE SHALL BE 411V__4iES THICK -,'AT POINT OF DELIVERY) TO 5 INCHES I Xti -. U I.M. AG G IRE UATIE LZ E I�,CH 'A A, IN' 'Z NT � 4 4- ENTRAINED AIR CONTE. -5 3� 5- PR OV11E W. INIM U V. 14 M IL VAP 0 R BARRIER (ALL INTERt-O R, SLABS) 6 FIBER REiNiFORCE I �,;�ENT SHAL-1- BE I W% VIRGIN POLYPRO PY:_F_'NF f IBRILLATED. FIBERS SPECIFICALLY M&NUFAGTUREDFOR USE AS CfjNCPF_TE__ SEGOND&R-Y REfNFQRCEME1'lIT CONTAIN'iN' HO REPROCESSED M.ATERIALS. VNSTN�, C-11 16 TYPE III), t�NNSMJM, VOLUMEOF FIBER SHALLBE 1,5POUIID,SFlER CUSIGfARDOF BATCHED CONCRETE. TYPICAL FIBER LENGTH SHALL BE 34 JNC4. PROVIDE FtRER-S HAVIN;G THE FOLLOWING NIINIM'UM PHYS:CAL UHARACTERiST40S� A. SPEC-4FY GRAVITY: 0.!�l 8- YOUNICY's ��0012-DUS ci-5 C_ TEN SILE STRENGTH � 45 TO, 6f KSI D -MULTI GRADATION DESIGN. 1� IDE R C NG FtSEPS'SUPPUED BY ONE OF THE PC,; LO-Wilil'G APPR-ilVED 4 PP OVI . EWFORCI M*,� UFACT U RERS: A- LCOMPANY CA 5- 'FiDERMESH INFORCE Fa OR STEALTH E3', Si CO.INCRETE SYSTEMS, G. TORTA ECONO NET'.. FO RTA GQ RPOPATIO D_ SUPER FIBERS�. N`YCO.N� 8- PROV'tDE ai) POUN'D FELT BON'D BREAKER WHERE SLABS ABU-T-VERTICAL SURFACES SUCH DRYDENSITY� ',UNLESS SPECIFIED CITHERkNISE BY THE ;3EOTECFNICA: ENGINEER PR-',_,lVlDF VAPOR BARRIER RnTTO-',�OF CONfCRETE AND TOP OF C-01, PACTED SU BC (hA!AX.)IN EAGH'DIRE;,3TtO:N. SLAB WILL SLIPPORT THEWFIGHT OF TRF SAIOV AND OPERATOR AND THE BLADEVVILL PRODUCE CLEMI C�jTS*Fil.OUT TEASLODGING AGGREGATE. 1`4 HOURS N�AX_) 11. �:lt_ WITH ELASTOf�A.ERUG SEALANT AFTFR REMOVA:_ OF DUSTVI'ffel QC� MPR ESS E D AIR. - 12 WET CURff'.iG 11S, THE PREFERRED METHOU 0 F CU RIN G. -THIS REQU IRES THAT T�-! E S U R I- AC E 0 F T H E S LA 8 A f N SAT U RAT F D F 0 R AT L E AS T 4 D AYS k!,,,'IT 11 �NTT BURLAP OR POLYETHYLE"','E S�iEETS_ THIS �,IETHIDD WlILL GREATLY REDUGE VOLUME CHANGE AN D STI, PliNIKAGE 4tv-TERNAT �,'E;_Y_ AJDP� Y CUR�NG COMIPO',3ND TO S�A.P WITHIN TWO HOURS OF OF OPERATIONS, USE I-QU u ME�'OSRANE FOR&�.-I:NG OMPOUND CO.'v'P�YINGA'ITH ASTM C309, TYPE 4-C-1-ASS A. 13 IN FOI_IL_Ok,V M'ANU FACTU REP" STRUCT�UNS. ACCEPTABLE PRODUCTS 1,14C-LUDE A_ S. BURKE 'SPARTAN COTE' C. SON -GOIIITECH "KURE-N-SEAL NOTE-- CONFIR�,l THAT CURPIG COMPOUv0 WILL NOT INTERFERE WITH THE BONDING 0 OF ANY APPLIED FLOOR SURFACE F�NISH N.IAT FRfALS, 13 IT IS RECONIN�E' DED Til.._.;kT SLABS BE POURED IN CHECKERBOAIRD PATTERNS OR LONG ,STRIPS lvs,'ITI-t TRANSVERSE CUTS TO %41NIMIZE i�YDF-�A.Tl;,:�,�l's�Ri�"IKAGE C�RACK;-',�G_ 14 CONCRETE TO BEIMIXED IN' A�-,C_OPDANCE Vl,ITH FIBER MAIIIUFACTU-RER'S FOR IIJNIFOQI�"' ANID DISPERSt-ON OF FiSFRBUI-�DLES INTO SiNGLE 0 �40 FILAS,�. ENT SWITH. CON-GRETF- PLAIN & REINFORCED MASONRY NOTES, NOTE- ALL MASW-WY CONTRACTORS WORK FOR Trl IS Pq0,IEGT SHALL HAVE CURRENT CERTIFICATIO-N, BYTHE FLORIDACONJCRETE AND PRODUCTS ASSOCIATtO,-N, P,IC_ AS A `STR L,'C_ T URAL !�IASO NRY CON'TRACTOR'_ IT IS FURT'HER STRO-NGLY THAT INDIVIDUAL �,-IA.SONS WDRKINGON; THE PPO'JECT BE UUA3' IFIED AS "STRUCTURAL MASONS-, BY THE 5At-�"E ASSOGIAT10�N. i. ALL I,,P.ASO-f,,,RY'WORK S4AUL CONFORt TO ACt 530-018.--',fkSGE �_08-,Tf-,AS -BUjLDI-NG CODE REQU Il;',ETvI ENTS FOR I�IAIQS ONRY STRU CTURES' AND AC-1 530. 1 -088,�ASCE 15-095-.7. M-S 02 -08, 'SPECIFfCATICINS FOR NAASONPY STRUCTURES" 2, AL L 14-0 ILL OW I. -CAD BEARING CONCRETE M�ASO NRY U.fNTS SHALL CO NFORM TO AST�ll C- 90. N'CIRMAL WEIGHT. TYPE if WiTTS- STAN;DARD STRENGT41 ChlIYs: ALL f-,t.AS_O'NPY �,M.k_LISSHALL HAVE G&!U:S I�,iIEETiNiG A "?, I '� W u-T -1 eATE CGAAPR ESSIVE STRENGTH OF 215fP'z_,I TLIE NETAREA OF THE CMUP' tNAr_C,'-_)RDANGE WITH ASTt,,! CA 40 AND fm = 1500 PSI -BY THE UNIT SITRENGTH �N-i FTH 0 D - PR I fa R TO D E L,'V ER Y 0 F A Y tv,. A S 0 N R Y IT S T 0 T Ff E j 0 B SI TE 1. T H E C; W: U S UP P LI E R, SHALL OF t%AASONRY u,.NlTSTREN-,GTH.; ON BOTH THE NET,04�-D THEGROSS CRUCJSS-SECTIONAL AREA OF THE C!"Ab'S PEP, ASTM C-140 iFOP EACH SIZE AND TYPE OF UNIT -10 BE USED ON THE PROJECT1 SUCH VERIFICATION S11AL: rACLUIDE TEST REPORTS FRON'! AN ACCREDITED -1 FSTING LABORATORY STATING Tl-:.E FIRIOM HE SUPPLIER Rk RESU L T S 0 F T H E TE ST IN G PROGRM,4 A,,N U A CERTIFYING THAT ALL UI4 ITS GO NF 0 RV. TO T H E RE SP ECTWE -ASTf,,I.,R E0 U,REME NTS_ :N� 0 R TAR S HALL BE TYPE S (I BOO PS-1 PRO PEPTY SP ECIFICATION �IAN D SH ALL C 0II, F OR M TO ASTN�4. SPEC C-270. CEME-,NTIOUS M.ATERIA; SHAL-L BE PORTLA!ND f;Elwl NIANL-IFA.CTURED SAN'D PER AST W, C-144- 4. PR§.-VIUE READYT-,�IfX GROUT FOR USE it,14 FILI-04G OF CIELLS AND MASONRY BEAMS '�G A TR-E-,. HAVI�� 1: -;IMAMUM U., Tl,'v.ATE COMPRES-SIVE 'GTH OF 3000 P.'34 (PROPERTY SPECIF1CATION)AND MEETING THE REOUIRE1,AENTS OF AS_TM,, C-4764 MIAXI�..IUM AGG RREGATE SiZE SHA�Lll BE 3,18" FOR COARSE G ROOT. SLUMP SHALL BE 8" MIN- A�ND I I" I N'.Ax� -%,f kW- E, AD DIN,G 0 F'0�,IATER TO &r'.- IX IN THE F IEL D' -THE READYMIX DRIVER 'SHALL HAVE :."� HIS POSSESSION 'AL -THE Tu"-�E OF DELIVERY.'s,6MUTTEN IRSTRUCTIONS FROM T HE READW,;ziX suPPLIER. DETAILING THE MAXt�iWIMMIOUNT OF WATER WHI.C-H CAN BE ADDED TO THE h.,IIX BY THE DRI'VER IN TFIE FIELD (GALLONS PER YARD). OTHE.R'OVISSE. NO'y&,�ATER SHA:Lt_BE:ADnjjFDTO THEf�,UXAFTER LEAVI',jG THEHATC-HPLANT- A EBAR SHALL BE GRADE 6-0 KSI - DEFORMED BAR CONFORIVIfNG TO AST�',� SPEC A- LL'R '011 5 (Sl 6.. PROVIDE HDR.17CINTAL TRUSS TYPE MASONRYWAILLJOWT REINF (DUROWAL-LOR E;C�U.AL, gb: 116' Oli'Cl INALL tMASONRY INALLS INTERIOR AND EXTEWOR. LONGITUDINAL AWD CROSS'S:'ViRES OF JoI-NT REf-,!FORr_iNG 844ALL. BE 9 GAGEWIRE MI-N 0'%iSTM, A 821;1 PROVIDE HOTDIP GALVA.,"IIZEU F�NIISq ONALL'i CING -4,2 'CINTREiNF0R,_ TMAl53c_L_ASS PROVIDE PREFABPICATED CORNERSAND."U'R. TEES AT ALL fNFIERSEUTING zq`tA6O:',%lRY V�A: LS- JOINT REIJN'F_ SHALL PEE C01,14TINL[Ous SP--.'_fC_P LAP LENGTHS SHA; ; BE AMINIMUT,' OF 6,mD SHALL CONTAIHN AT LEAST WIE GROSS, WIRE F R FA C. , � PIECE OF I-APPED REIN FORCING. 7 SSECURT MASOINRZY TO ADJACENT C'01,14CRETE VAT-� 11:4 GAGE GAi VAII'417ED DOVETAIL TYPE COPRUGAT ED �AiAll ANCHORS PLAC'ED AT 1�5- O�C_ MAKIN'UM PROVIDE HOT DIP GAJUVANIZED FINISH ON ALI-DOVET A 153 GLAS S B2 (I - 5 OZ - PER SU�. FT.))� S -SECURE MASONRYTO ADJACENT STRII;CTUPAL STEEL WITH WELD ONi ADJUSTABILE A.-N.'CHOR RODS DIAMETER TRIANGULAR -1 IES AIT lf� INCHES O.C. �-4AXlblklfo; SPACING PRDVIDE HOT DIPGALVANIZED FINISH ON AULIVNCHOR HAR.OvNiARE I - ,AST�,il A 15.3 CLA�S 92 0/ - PER So_ IT�'� j" PROVIDEI,1VIRES, T IES, SilEET METAL TIES, STRAPS A�"40 AN'CHORS HAVING HOT DIP GALVANIZED FMiSH, (ASTM A 153 CLASS B22 �1�5 OZ. PER SQ. FT.'.�, FORAILL ANCHORAGE DEI�PICES NOT COM-PLETELY ESIBEDIDED Vi MOPTAR OR GROU`T� W.-HERE Cot,�PLETELY ENIBEDDED INI �,40RTPR (,IR GROUT, GALVANIIZED I- IN ISH. SHALL BE ASTN', A 641, CLASS 3 Z' 0 7 p E R. s 0 F T:y THE OWNER S"HALL RETAIN A�l INDEPENDENT Q:lAU;:IE!_ACCR EDITED TESTING L L ABO RATCjRY TO PERFORM, THE TESTING SERVICES - A. GROUT ST-REN43TH TEST PER ASTM-_ C�101 4 (YEST 5 (-USES PER DAY) B MORTAR STRENGTH TEST PER ASTM�. C-700- (TEST S CUBES PER DAY�) OiN CRET E MASON RY U R. IT S (F GR EACH T YFIE & 5 TR E "Ii GTH) jEST -20 UN PER COPIES Of TEST RES�-.1TS&HALL BE IMMEDIATELY FORWARDED TO THE ARCHIT ECT, STRUCT)UPAL Etl,�Gf.NEER AND GENERAL CONTRACTOR, L_ SE. E 14 E GTI-10', 2 la-4 R,,i 2C, 10 E DITIO N 0 F T:i E F L 0 R f DA B'j I'l- D IN U', C 0 D E F 0 R CO,NSTR U CT IO'r4 RE QUIR E;%4 EN TS SP SEE Pt-A!IIS FOR f-,A.AS�MNRY CO.NTROL JWNT LOCATIONS.At-l'o DETAIL- A-- G OF rvl.- ASO ii R- S . Y WALL CONT ROL JO 1.'-ff S SHA-'_k I-Q OT EXCEED 26 FT. TH E �,,IA 0, 1 RY GO OINTR AG TOR SH ALL NO TI FY T)l E ARGi iff E�'T 0 F ANi'Y D IS C R EPANiCiES B ETW- E E!"i TH E AR CHJTECTORAL AN b TH E STRU CTU RAL D' R�A%N 1 NG LOCATION S OF CO NTR OL jO IN TS. L0 NGITI � D, INAL REIII-IFORICIN G IN T J)c_ BEAMS, �.I:%ITELS ArNO BO N D BEAk"S SHALL BE CO NTIINII I IOU S TH P 0 U G H AL _1 UIASO NP Y �,VAL L CO NTP Cj)_ 0 I.-N T LOCATION & ll:�. �i'ETTIN G OF �,iASONRY UNITS PRIO R TO 0 R E)L.' P [N'G CON ST PU CTION T PEPM,f.TTED_ 4. ICON GRET E NIASO t,,4RY WALLS SH ALL B E B0 f",�'DED AT ALL EX: TERIUR AN I,' INTER 10 R I N T E RS E C T I N G INA. L L S AN D GO P �� ER S B Y 0 V E R LA PP �,N G C 0 U R SE S (k U NN � N,1_1 BO N 1:�' "rVALLs S,UPPORTED BY SU�,,B HAWNCHE,,.:;, sHALL BE BONDED TO ViIALLS lizu-PPORTED BY FOOTtNGS'vVITH GA':_WV,,1ZE0 7" STRAIP,-12 �_iAGE M!N_)ANCHO�-"S AT-24 144C,",iEs O.C. IN I fj ALL;-e,.ASONRY9,E,AD AND END SHALL BE FILLED SCI;_ILk_YW!_T_H MORTAR �OR A DISTANCE FROMT'HE FACE OF THE VVALL OF flOT I_ESSTHA-,,-I THE THICKt-IESS OF THE 0 ' FACE SHELLS_ �NGITUDINA, TO REDUCE LEAKAGE OF GPOUT INTO AFJJACET�T VERTICAL k-Fi I-S CRr,_3SSV%fEBS�vIt.lST N BE FULLY BEDDED IN h-IORTAR' ATALL CELLS Q'ON�TAINING VERTIC,�,L RDNFCR 1�- G, NOTE� luNIHERE GROUTING TIECI+NJOUE. W.Li NOT REQUIRE �,RY CODIF")THE PLACE�,AENT OF CLEANOUT HOLES, NIASON�S SHALL EXERCISE SUCH AS ARE NECESSARY TO KEEP CELLS 3N & FREE OF S01�. SAN RT FA D M-O , AR FINS 'DcRr PPfNGS)x ETC_ SO, AS TO NOT tNTE';:,ZFERE'vo,,ifTH GROUTIFOUNDATION BOND AT GROUTFD CELLS, SO SO As TO PROVIDE A FU LLY i�-OMOG ENEOUS."LY GROUTED CEL-L". 17, PROVIDE A 3" HIGH X 4!'k,^4DE CLEANOUT HOLEAT THE BASE COURSE OF ALL REINFO-7RCED CELLS TO VERIFY PROPER GROUT PLACEMENT WHEREVER GROUT- FOUR '�E!G�.'IT EXCEEDS 5'-:D" 9,,' �-'.EIGHT - R.Et,,�.OVF DE:BWS FROMI CLEANOUIT FIOLE PRIOR TO CAPFF',,'.G, GROUIT POURS EX(_-F_EDrn.G 5'-D" R-1 HEIGHT SHAL: - BE PLACED IN i�'I,'DIA40UAL DFTS WHICH SHALL NOT EXCEED �,�-O'IN HEIGHT. GROUT HEIGHTS SHALL.1,1107 EXCEED EJUE-1-0 THE DIFFICULTY I3%,VtbRAH!NG�Al,'QL0 LENGTH OF A VAILABLE DiA, '-4EAD LO�JV VELOCFFY VIBRATORS. EACH. LFT MUST BE GO :NSOL 0ATED ANZI_� .14SOUDATFD AS INDICATED BELOW PRfOR TO PLAIGIING TH'E NEXT :-IFT. TER.'VINATE TOP OF GROUT POUR S,HEAR KEY FOR CONTINUE D GROUTING ALL GRiDUT PLACEIME�N*T SHALL BE 1CWNSOLIDATED IN PLACE TO thiSURE SOLIDLY GROUTED ELEMENTS HAVING "40 POCKETS, VOIDS, HONEYC;DIv�.B_ ETC:, SY',USE OF A VIERATOR i=lAVlt-,G A'3' :4�'HEAD. GROUT SHALL BE RECONSOL0ATFDWITHW, 15T030 SIHNOTESOF iNfTM;_POt3R AND A� TjCj,.j- To ADJUST FOR 'WATERAOS07PTION INTO C'MU'S. WHERE GRIDLIT PLAC�EMENT IS INT EP RUPTED FOP ONE HOUR OF tv,'GRE' THE LAST RO U I,' N'U ST B E T E R kl R�AT E D 1 1 `2 � f*,l C F1 E S. D E L. OW T i I E T 0 P -0 F T H -E B L Q GK' T 0 PR QIV I D E A',SHEAR KEY FOR 'COf--ffINUEU 2 0. THE CONTRACTOR. HAS THE FULL RESPO-NS_IBfl_ITY OF PROVE)ING ANY AND ALL DURING ALL 5ACKFIt_:_!NG Ai�,,D (_-Ot,,PACTfNG OPERATIONS- 21 PROVIDE HORIZONTAL AND VERTICAL REINFORCING PER CIO;NITRACT DOCUM.-ENTS "k,"tD SOLID GROUT FILLED CELLS ATALL VER-TtCAL R-Ell.-N-FORCiNG. HCRJZO�,4TAL AND VERTICAL REitlFOP ilRES"R" 0 BE EMBEDDED IN' GRO UT SHA: : BE PLACE ED AN D HELD IN PR OPER PO SITIO N,' Ou mlccl G RO UT IN G 'E ,BY NIECHANICA; fvl�:ANSiF NE?_ -SSARY' So AS . op -: O�AfFOR A MlNlmum THIC',KNESS OF GROUT i,CtEAR DISTANCF8ETWEEN THE REINFORCING AND THE INSIDE FACE OF THE MASONRY UNIfT'il-IF NOT LESSTHAI,4 INCH' FOR GR OUT ANDNOTLESS THAN V2 IN C-H FOR COURSE GROUT NOTE: VERTICAL CEL LS SHALL- BE GRO U T ED TO %NITHR'li lX,:-NCH OF THE BOTTO OF BEAMS PRIOR TO T4E PLACEM:ENT OF SEA-M. REiNFORCIN.'__�. CELLS SHALL NOT BE GR OUTED AS BEAP,-! fS BEIN G POURED 0 R GROLI[TED f 22 PROVIDE REIN FORCfNG SAR LAP SPLICE LENGTHS ASSH OWN ON DRAWilo SUX, f�',t ACCORDANCE WIT H THE 2010 EDI HO..N; OF TL!E FLORIDABUILDING CODE NO-TE: .IN BEAMS. TIE BEAMS. ETC_ PLACc: LAPPING BARS fN VERT ICAL AL.IGNFA�Et%T. ONE ABOVE THE OTHER, I -III ORDER T PROVIDE ADEQUATE7 SPAf-.E7 FOR PAS&A�GF 0fVERTtclA,-'_ REI-NFOPCING7 PROVIDE FOR PROPER GROUT FLOW& Crit',1SOLIDATION.. TO PROVIDE FOR PROPER GROUT COVER AND PROVIDE FOR PROPER IDEVELOPNIENT OFF REINFORC�,iGl 23. VERTICAL REINFORCING 9�DICATED ON THE DRAWINGS SHAI_�_ Bi__ DOWELED OUT OF THE FOUNDATION 'OR El EMENT'WHERE RE:NFORCIIING OR'lGf--',,ATES �BEAMF SLAD, TIE BEAMi. 10,?AILL ETC ) *UTILIZfNG A STANDARD AC� -40 DEG 1-:.OUK f-EMSEDDED Tu DEVEZ Op THE FULL ULTIMATE TENSILE STRENGTH �jF THE BA.rl.):j.NA')_ 24� VERTICAL WALL REIN F OR CING llI"iDICATED ON T HE DRAWIII.'G S_ WH EP E VER PO SS fSL_ -E SHALL EXTEND FROM FCUNDAT1Ot,,' (OR PER NOTE NO -23 ABOVE7) TO TIE BSAA4 AT THE i TOP OF THE WALL. PROVIDE A STANDARD A.Cl �NU DE". HOOK OUT OF THE FfJW,3DATION ,V,ID INT 0 THE TfE: SEAM LAP SPi ICE LENGTHS SPA BE AS INDICATED BY NOTE �S'C. 2'2. ABOVE. WHEN A VERTICAL DOVAJEL DOES NOT ALfG.NVATH A CELL i.-N THE POCIVE. 7 SHALL NOT BE BENIT M ORE THAN' 10 DEGREES FRO.'Il THE'vIER TICAL (REI-,�OVE: C-ELL Divi-DER INEB 'VVIFIEN REO'D."l- FURTHER-. THE DOWEL' SHALL NOT BE SENT WORE THAN ONCE AND SHALL NOT BE SENT INTO A GUR'VE:D SL�APE. DOWELS 'VUST BE G R 0 UT ED INTO CELLS 9i VE RT ICAl_ ALIGNIN' ENT - NOTE: 'v�Iki EN -AYIN G OUT FOU zNDAT ION DowELS FO R 'UN IF�J 'SPAC ED kA'ALL REI.NFOPCING� FIRST LOCATE DOOiE� S'S'PECIFIED AT WI-NDO'Af, DOOR & OTHER U.-ASONRY 0PENlI:-4GS_ EN;DS OF W;ALLS, COLUMNS� PILASTERS.- TJE,:�C� UMNS- ETC.. THEN LOCATE THE DObELS IN BET'vAiEENAT THE SPECIFIED MAXM4UM. 28. PROVIDE CORI'liER BARS AT EKDS AND CORNERS OF ALL V0,'_LS, FOOTINGS, BEAMS� ETC, BAR SIZE AND CID UNT SHALL NIATCH TH E LONG ITUDINAL REI.NFORC1,14G 1N T,"E MORE HEAVILY REP-J;FORCED CON.NECTING MEMBER IU N 0 f 0 T E � AT COR.',,ERS OF BEAIMS, TIE SEAMS, ETC_ PLACE AND TIE CORNER BARS RQ VERTICAL AUGN�.-UENT_ EITHER ABOtVE OR BELOW CONTNUOUS I ONGi-, UDINAL REI",IFORCING. TO AVOID RE114FORCIN'G '0'W SPAC EFIOR S P AC E F OR PA _q S AG E AN D C ON S 0 L I DAT I, ON 0 F G R OUT _' TO ALL PASSAGE OF VERTICAL REINFORCING:, PROVIDE FOR PROPER GROUT COVER AROUND THE REINFORCIt,,113, AND TO PROVIDE FOP ADEQUATE DEVELOPME-NIT CIE THE REil4'FORCf!ItG. 2 9� IDU'w"iEL INTERSEGTIN'G WALLS: BEA��0'5. ETC. WITH 10OWELS OF THE SAME SIZE., COUNT AND SR8,CING AS THE HORIZONTAL REINFC)R.OING THE MORE HEAVILY REINFORCED CONN'EC.TING M.0%0ER 3 0. TfF_ B-EAI`�;:S, WHERE COt,;ISTRUCTED OF REINFORCED MASONFY S�-,.'At L' I',iOT ItQTE RRUPT GOTIITI�IMUITY OF VERTICA; REINIFORCtNG, HORIZONTAl- REiNFORCVNG BARS SHALL BE PLACED IN CONT.'N'UOUS U',AS,W-,RY COURSES CO�NSiSTt.'4G OF BOND BPEAI�� OR LtNTEL -BLOCK I,'�N IT. S AND SHALL SE'SOL IDLY GROIUTED IN PLACE- UNLESS OTHE PWISE DETAiLED., HORIZO.NTAL REINFORCING SHALL C0v,,SibzT OF A h3T%-'Ib.Um OF 2 NO_ --� BARS PLACED CONTINUOUSLY �N EACH COURSE. 31 PROVIDE PRECAST PRESTRESSED CON,"GRETE LINTELS N11,11TH 21, NO- 5 BARS CO"'ITINUOU-S SOL�DLY GROUTED It,,; PLACE)ABOVE ALL 1,,-.ASOIlPY OPE44i,,',GS WMEPE L�NTEL IS �'�OT OT-HERWISE SPECIFICALLY CIFTAtED 014 THE DPAIVYINGS- N'O T E PPOV:f:iE EN;GII'NEERING SUBMIITTALS F4z ALL PRECASE-T PRESTRES-1,ED I,N Cl_�:: DE ALLO�MA BLE ON IF ORI,,P OAD.CAPACIT fE S F ul R GRAVITY, U.�>LIFT AND LATERAL LOADS SURMITTAL MUST BE StGNED,SEALIED AND DATED -BY THE PROFESSIO!4AL ENGtN EER IN RESPONSIBLE CHARGE OF THIE ENG-44EERP-� AND TEST,,NG UP0!:,I'y'VHJCH THE ALL01,4VABLE:-OADS, APE BASED- SUBI-,,tfTTALS MU-ST INCLUDE THE MANU FACTO RER'S CATALOG ENIO fNE ERIN G UATA� T F 1. U N S SHALL BE FABRICA. _D B Y A E 1R?,,, E!NGAGED IN E MANUFACTURI:NG OF PRECAST' A-,,:D- PRE -STRESSED CONCRETE U LINTELS AND StLLS FOR A MINif,,lUM!_OF5 YEARS. FABRICATOR HAVE AQUALITYASSURANCE. PROGRAM THATCO�,WLIES Wm4. THE PROCEDURES OF �,IANUAL 116 BYTHF-:�'PEC-ASTj,"PRE�STR,-tSSED GOI`4GRETE INSTITIjTE. .2- P LANT R EC -OR DSOF Q DU CT 10 N AND �Q UAL ITY C. ON TR .0 L SHALL PIE - KEPT IN AG r_O:RDA,"4CEV'Vff H. THE PCI RECOM',,vIENDATtON S AND MADE AVAILAFILF UPON R-ECILIEST FOR THE ARCHITECT.'FNGJNFER_ 3� CODES AND: STANDARDS: A_ AM4ERZICAN SOCIETY FOR TESTING AND MATERIALS (AST;N!"s I- C.33� - 'SPECIF ICATION FOR CONCRETE AGO REGATES_ 2, FOR PORTLANDIDEMENT. 8, PPE-1�A�-�-,T.*�;PPF--ST�'%IESSEEIC'O�4��RETE NiSTITUT STAN'DARD& MANUALFCR OUALFYCONITROL -FOR PRECA-- I AND PRE-STRE S_,S ED CO N CR ET F ININL-1 I S, cl� A�,,',EqICAN CCIN:CRETE `,-,,STfTOTE: BWLDlRz,G CODE REQUIREMENTS FOR STRUCTURAL C_O--NC',RETE �ACI 3�1;�) D_ A&�ERICAtN CONCRETE IAST�TUTE_ BUILD11,,"G CODE REQUIREMENTS FOR !�ASONRYS_M.UCTURES (ACI 530'� 11. C. OqNC-RETE MATERIALS, - A� PORTLAND CEME.'4T� (ASTN' TYPE I OR M. GRAY COLOR, B_ AGGREGATES: (ASTI� C_ WATER� POTAKE D, ADMIX-TURE:5' SHALL NOT CONTAIN CALCtUU1, CHL(DRIOE OR CHLORIDE IONS. 5� REINFORCING A. DEFORNIED, A615 GRADE 40 OF e(Cf. 8. PRIE-STRESSING STRAND: AST M AA if-, 2?Cl KSI Ll- ALL U-L 1�1 TEL Ur-,'iTS 14 FEET �N OVERAL L LENGT H AND SHORTER SHALL BE tN'tADE OF CO INCRETE WITH AM. STRENGTH OF -k5:00 FIS11 AT 28 DAYS� 7. ALL U-L�ix'TELS EXCEEDfRG 11 4 FEET Ili OVERALL LEN GTH SHALL BE M.ADE OF CO-i'lCERETE WITH A M.-,NIM U�-,4 STRENGTH OF t,000 PSI AT 28 DAYS AN D SH ALL BE PRE-STRF SSED CON CRETE - a- AU 81, 1 UNITS SHAtLBE MADE OF CONCRETE Wff HA STRENI GTH OF W00 PSI AT 28 DAYS- AUL UN':FrS SHA-'-L BE SAND BLOCK FINkSH EXCE FT PRE-ST RESs;ED. rD* WfDE..AND 12"WIDEAND U-LINTELSSHALL BE SMOOTH FORM FINISHED- 32. 'PROVIDE K.NOCK OUT BLOCK SILL BEAM. BELOW �O.MNDOANS,�WrTH 2 NO. 5 SARS CON :T�,NUOUS SOLIDLY GROUTED IN- PLACE)'WHERE SILL BEAM IS NOT OTHERWISE SPE(CIFICALLY FOETAI].LED 0.-N THEDRAAffNcS-_ THE BE.,,W-\ING OF THE UNTE'_S ON ADJAC,',E�ff MASCINRY SHALL 34. VVHERE VERTICAL REINFORCING Ol,CURS AT Llnfff: BEARING POINT Pk"JVfDE CAST IN B� OCKOUT IN BOTTO:M OF LINTEL TO ALLOI,�V FOR PASSAGE OF C�)NTtNJOUS R E P-1 F 0 R C I N G A�l D Io- R;DU T, NOTE- HORIZONTAI - REINFORCR41G ��l SILLS AI`,iT,,: IN'TELS SHALL SPEGIFfCALLYDETAfLED TO EXTLf-�D FORTHER�'RUN GON'-TINUOU6 TO AT 'LEAST 8 INICHES, (FEYOND FACEF OF JAMB OF t0_0 -) INTO GR0'-,JTFDN.,JD VERTICALLY RE!:l,;FORf'rED CELLS EEYONU_ U '-IN .UM: BEARiNG OF tMASON'RY AND CONCRETE 8EAAAS SUPP jRT IJ; A I- IfV 0 SH L I[3E N 0 H 0 WEVE q, WH E R E MA &_JN R Y 8 E AM5. S S FA R DNz 1, 1 A SON, R Y 0 Rl C ON c R F.T E CO. U N! N S - EXT EN D TH E B E MM: %AN D GO NT �' N' LI 0 U S LO -"� G IT U 0 t NAL B EA fv' R. E IN FQ R C I N G) 0 V ER T H E F 13: L L E: "I G TH 0 F T F! E C 0 N' C. R ET E 0 R I ��" A S 0 N; R Y Sy: j P P 0 R*_ T f N G S E C T I Q N Vk,'HERE MA6'ON'RY OR CONIC'RETE UEMOS BEAR ON MASUNRY WALLS. EXTEND THE BE,W, - BEYOND THE FACE 0 F THE SUPPORT OVER ALL SO 1,11D GROUTEDA140- RFiNFOPGED CE: TIS, LE�4GTili Of BEARZING, UF q AMS'HALL t'40T BE LESS L �EPT' ri. OF TI-f E BEA.',, 36. THE FIRST STIRPUP IN ALI SEAM.S SHALL LIE PLACEDAT ONE F"A"LIF THE SPECIFIED STIRRUP SPACING FRO.-M. THE FACE ;-,IF THE SUPPORT, ,7- NOTED, DETAE_E�_,' OR SCHEDULED.AiLtAASONRY T-1 I-: i_'O� U!,�NS. AND PILASTERS SHALL HAVE N�C. 2 "'LOSED LATERAL TIES PLACED 0�4 f-,f'ORTAR jOlIlITSAT 8�" O.C. WHERE INTERIORLONGITUIDINIAL BARS, ARE SPACED, ti�'QIRE THAN F, INCHES FRONe. A CORNER 'ON�GITUDINAL BAR HAVING LATERP'Al SUPPORT -OVIDED BY THE CORNItER 0 F A LATER AL TIE, PR OVIDE 001iBLE H 00-K CROSS TIE IN; ADDITION TO LATERAL TIE. 38. WHERE ANCHOR BOLTS ARE SET IN, M.ASONRY%NALLS�_ FILL BILOCK CEi - LS.WfTH GR3,-)UT AT COURSES WHERE BOLTS ARE TO BE PLACED ANDe%T LEPST TWO COURSES BELOW Lf,_)l,lVESTBOITy,Z-) ADDITIONALLY, '!,V-iERE EyPANSfON AN-CHORS ARE TO BE USED� PR014UE SOLID ��_"RC)UTATLEAS`T 8"AROUf,4D BOLT IN ALL DRECTIONS AND Lftvlff SPACIN G3 BETWEEN BO LT S TO C, " 0 C_ G E NE R. AL L Y. R E I NIF 0 RC I N G S HA�_ L N 0 T BE C U T T Q A C G 0 M, NA 0 DAT F T H I- I NS _1W_ �_ AT 10 �'4 OF Ef�,1.-L:IEEIS,.A,*,4'C..4C�F<S, SLEEVES ANDAaR C", HER tTEEM& WHERE SUCH is U!NAIVOfDABLE '_ NOTIFY T-HE STRUCTURAL F-'lGl-N,EER',0F THE INTENTION TO DO SO -AND PROVIDE Q.NE AD LRTIONA,' BAR EACH SfUE OF THE BAR 'WHICH WAS CUT - S;ZE GF ADD BARS S.H.ALL ff�!.ATCH SfZEOF ORIGINAL BAI,A�,�',D t_F-'l,;GTH SHAL; BE ADEQUATE TO AT LEAST PROVUE FOR A 72X BAR DIA,,0ETER LAP (OR EM. BEDME�,,iT`I. EACH S.6E 0 F THE BAR VlJH ICH V,,IAS, C UT- 4101� THE CONTRACTOR SHAL: DE'LNER TO THE CONSTRUCTION SITE,AS AND "&IHEN DIRECTED TO DO SO 133,1� THE ARCHITECT OR. STRUCTURA3_ ENGINEEP, AS M-JCH AS ANI ACID',TIONAL ONE HALF TO�.N OF STOCK LENGTH 'm4O. 5 PE0AR A'�4DPROVIDE SUCH LABOR N." D GROUT AS 1S IN EICESSARY TO INISTAL:_ THE REBAR As DIRECTED U'NU;SED MATIERIALAND .3-ABOR SHALL HE CREDITED t'0THE OWN -ER. AT THE C-C-1;NTRACT Uf,,,'.IT PRICE - THE S�-.Al,: - BE R'ESPONS�BI� E FOR T.HE PROPER DESIGN AND CO.."i STRlU'CT iotlll 0 F ALL NE CE SSARY I7'C RN!, WOR K, 8HO RIN G AND R E8 HO: RING. TH E DESIGIN, SHA:: I BE PREPAPED BY A PPOFESSIO.NAL ENGINEER CURRE�-ITUYREG16TERED -.N, TH E STATE Q F iNTENDED C ON STR U CTIO N 0 F TH EP ROJIECT A�ND ERE CT 10 IN DRA'vVl',4G SH. A;L: B EAR' H fSSEAL, SIGNATU RE AND T H E OAT E. E: RECTION DRAW IN -,'� S SH AL L S E St -I' B k! IT TED TO T 1H E R ES, POt N SI 8 L E B U ILD�NG AU T H 0 R IT Y. a2. T H E CO N T RACT 0 R S'll B E R E 6F 0 � IS IS L E T 0 PR Q V 0 E F 0 R PR OP ER STO RAG E 0. F 1-��AS 0 NRY 'rA4 ATER IALS ON TH F C 0 N S TR U CTiON' SITE AND T 0 AS SUI RE THAT T F'_-E TV:ATERI�ALS AN'D C,',�Ws REMAIN CLEAN,' AND DRYAT Ai L TIMES PRIOR. TO PILACEMENT E MASONRY 1,1VALLS ARE BEING CON'STP.U."'TED,. I T' IF, -THE RESPONSIBI"-ITY oi- THE &'ASON' TO BE SUPE THAT THE WALLS ARE COVERED AT ALL TINIES rv"Aiu'l NOT BEgjG WORKJE-D ON)- I HE COVERING CAN BE PLASTIC CA-NVAS. OR OTHER SUIT'ABLE T 'A�ATE!RPRO,DF MATERIAL THAT NOT ONLYCOVERS THE TOP OF THEVVALL.- BUT ALSO PROJECTS DOWN'AT LEAST TWO FFET ON EAGH S�DE OF TI--'E WALL- THIS IS TO ENSUR E THAT WATER DOE S -Ni OT E�,4TER THE OPEN CE LLS A.'14D THAT THE W'ALLS DO �jR , PvA; I: �' �,;OT P-PrOM,,E SATURATED. PARTI:ALLY C-0,MFILETED NIASOt Y I THAT ARE C_XPOSED TO RAttl N%AY SECO-k'E SO SATURATEI W,-TH VVATr-R THAT THEYTAKE I-,?. TH S To DR Y 01UT, T Li IS G-AN ALSO CAUS E EFF LO. p ES GE :NCE - IN ADDIT ION. �SATURAT ION -0 F M.ASDNRY WAL LS 'Wli - IN CP EASE THE AMi?_�,Uiillff ul F S Hp.ft��KAG E CRACKING fl'--1 THE ;i"VALLS AND THE -L-'Of'.4'TRAC�'T�DR AND MASSON WILL BE RESPONSIBLE " C- RFI'tOEDIATE T,�-E CRACKT',3G 'Sff UtATI-DN. ui 0) c"I 0 rl- m C _j ) U- W :D m W I-_ W act =INN Of 0 z of W T_ _j of 0 04 0 0 z 0 0 0 cl) c) 1 < 00 Lo C.0 r- 0 E 0 L) 0 m Lo N LO CA CO Lu m r-- 6 04 0 It 0 C) 0 d) a) m 2) cO m co I-- m = c� LL (V EN:FoEmm 't 0 — m ?_ 0 0 0 CC) 0 m z :3 0 -0 CC CD m (n c: m CL c) _j CC -E 0- E m = :3 -; m LL u_ 50 0- u) I-— * 1 LLI 0 a. E z Lu z 0) ot� iz 09 z W W z J Z W > LL. ca Lu _j < Lu Z Lu LLI W Lu ) a. 0) 10 0) W F— CL Q 0 C/) cr 00 cl) LL z 0 z 0 c6 j CC 0 a. cl) W Lu uj Z 0 N z N ............ ::Comm.No.- 12010.00 Date: 01/16/14 .............................................. Drawn: _ ............... SF/ RMT Revised.- SFACIN G 2 5, ON LESS SPEE CIFICALLY D ETAILED T 0 BE MOR E HER,�i ILY R Elff OR GIEDZ PROV�DE TH E F0L:_OWR,!-G -MINIM.U.-M. VERTICAL REINFORCR�G IN ALL re!ASONR-,YV�M1,LL& . ...................... :TO THE BEST OF :PLMS AND SPECIFICKnONS COMPLY "ji A AD-JACENT TO A10 NIASO.NIPY'A,�ALI_ OPENIN"3& 2 NO.5 VERT. :THE MINIMUM BUILDING CODES. E_X-1 ERIOP. .3 [-.NGH,r,,lAILS: 2 ?.10. S VERT AT 2'20' O-C ifitTERIOP 3 INCH 'AfALL& 1 NO- 5 VERT� AT G.c_ VERTICAL REBAR S61'ALL BE HELD !:.,I PROPEP POSITIO.',4 AT TO P AND BOTTO M X-I D AT NOT MORETHM4 FT-CJ'O-C, IN BETVI,�EENVLA PPEFABRICATED GAL.V�ANfZEDVORE REBAIR PO THE MININIUM f-LEARA.IlCE FR%,l FACE OF fe.-ASONIR-Y , H i E 9 AL - B 1 -2 THE SPAC:�.'�G SETVNJEEN ADjACEt-4T BARS SHALL BE ONE BPAR PlAft.,�ETER. OR V- .PY'H ICH EVE P IS GR E.A. I ER 27 WHER F ',,T RT:CA,-_. h-'IASON R Y IVVAL L R E iNF UR C IN IS CONTI�'l T H ROlU GG H A @ 2013 HARVARD JOLLY, INCA 1CRETE S: AS, PROVIDE A 3 V�,Cij DIAMETER FORMED HOLE iNTHE SLAB To ALLOW ................... F 0 IR P A SS AG E i) G RO IJT. OMER$. (lr-")THE8E DRAWIN08 & THEIR CONTENT8 ARE THE $OLE PROPERTY OF WEBER & TINNEN, P.A. $TRUCTURAL EN SN-1 U$E OR COPY OF ALL OR ANY PORTION$ 10 BY CONTRACT ONLY. UNAUTHORIZED UOE WILL BE PROOECUTED. ------------- ........ ........................................ . . . . ................ 0 V) 0 x C' 1 4 ,dl- V) Cf) 41 0 L_ (L it M LL u STRUCTURAL STEEL - GENERAL NOTES: NGTE- BEAR IN G EL E,4,esTiO NS R EF L EaT ED 0 N� TH E CO NT RACT DO G Uh,E NTS WER E ESTAB 1, IS H E D BAS E D U P O N'T H E ASS U PT,10 0 F STA DAR D SJ I BAR JO IST EAT �EPTHSL THE DtPTIS OLE THE BAR ll:�T SEATS f� US_ I O L N ki A GE: R C �9 F I p I- D I". BY L T H E G E �i E �R A L 0 N T RA CT 0 R i, T H I- C, 0 S T R lj'- T AN D TH E ST CT� I RA L S T E E L SO B-C T R A G T 0 R ). F 0 L LO WI !'.iG C 0 N S 0 LT AT I 0 v4 WITH T H E BAR jO t ST FABpi CAT ENG."N EF_ R, TH IS T ASK,,,,,. UT 8 _0 - ETED E M. P,' qIO R TO FIN AL DETA IL! NG. O N S71 RUCTION, OF THE STRU CTU RE 3i P 0 N 'Al H IC H T H E CAP J 0 I T SA. R E S U P P 0� RT E D C 0 0 R D I NAT fo N I S R E 01.) IR ED I N ORDER TO AVO ID A.NY POTEN TiAL CW,,FLICT S I_14 SEARIN G E LEVATIO NS AIRY AN11 1, WHICH MAY RES;j� T FROI0HE USE OF FABRICATED BAR j"_�ksT SEAT -DEPTH,-,, ALL ST.'RU CTURAL STEEL 'WORK SIHAL; BE DETAiLED. FABRICATED AND ERECTED IN ACCOPDA.'4CE WITH THE FOUPTEF NTH EDT '10N OTH E ATIS 0 STEEL OR I[) MAN UAL WITH TH E PEC IF I EO N F , T� E Urit�, IGN f STEEL DIN; G S" A-� OF STANDAIlD PRACTICE FOR STEEL &jJLDINGS AN'D 2. A. ALLOLLED WOE FLAt"LGE T EEL HAPES SALL TC, A5TM SPECIE ICAT�0 N A-99�2� 1) UNLES S NOT ED OT I t FIRWIS F. HSTEEL SHAPES,S �PLATE SHA-1 _ - OL .3- ALL FISS STEEL PIPE COLUMNS OASTM'SPECIFICATION A-��01 ST.. TYPES F B 4- H SS S � _).,STEE L T U�E SE CTIO N S S HALL CO Ffj Rl,,� T 0 AS T ISPEC IF I CA ION A-50 0 GRADE 8 (Fy=46 K-131)- ?�OTE: ALL FASTENERS USED OR 0,THLEP THE OSBE A DOMESTIC SOURCE. 5. BOLTS SHALL CONFORM TO: ASTM SPEIFIG-AT A--�Cl Ksl�� 6� ALL STRU CTURAL BOLTS SHALE BE CMTO AST%4 a25 (Ed=', 20 L .JE�A_DF ANC 3 BE MADE EP O GOLD F OR -kIED RAR STO CK 7. 0 STL �3 D _,H GR'- F 0 R f,,' G T 0 A S T I E) A- , G R, A D ES I 0 1 0 T H R U L I 0 2 0 I N L[ &W E S A N U F A CT. U P, F: n FAB L 8 H D P SFRUCTURAL STEEL EXCEPT ORSURFACES TO, BE 1P EMBEDDED: IN' IELD WELDED.; , COVERED WITH SPRAY ON FIRE APPtY PAIN'T IN ACCORDANCE WITH S&PCPAl: SHOP FIELD AND APPLY PAINT TO POVIDE DRYFfLM THICK.-NES OF AT LEAST BUT NO H 4 z T T A' PREPARE STEEL SURFACE lf,i WITH SSPC SP3 POI,?VER 1001- N�Y EHODR-1 SSPC Q SPECIF Q F HJG�HER j�ULAUTY THPeN ',STEi L WILL BE ACCEPTAB-LE-LAT THE G0,NTRCTUR'S OPTION - WHEEL ABRATO.R t,?-.AY �,_, . 9 ' BE USED FOR PREPARATION OF STEEL PROVIDING REULTANT IEQOA; IN PVJ RESPECTS TO RLEQ01RE , _ D. OL�.; FIELDT " CH-P OF PAINT IS OF INSPECTION& 9- STRUCTURALSTEEL HAVING E_XTERIOR EXPOSURE SHAi-L BE HOT DIP GALVANIZED. NOTE� ALL RE-ENTRANT SHALE BE SHAPED, NOTCH- FPEE. TO A RADIUS - FOR HODIPPED GA�VANIZEDSTE�ci_ T HE BNSHALL BE �,,')OOTH BY GRINDING- IAPR ICATOR'S QUALIFfCAT IO N S: A STEEL ABPiCATOR BE CERTIFIED BY THE AMRNINSTITUTE OF STEEL FOR STEEL BUILDINGS IF BY THE BUILDING W& FABRICATOR NOCERTIFIED BYTHE AISCQiJAI_ITY CERTIFICATION PROGRAM SHA-LL HAVE FABRK-ATiO-N FABRICATED, STEEL TESTEI-) AND ED BY AN NGAGENCY TESTS A�NU INSPECTIONS SHALL BE BTHE FABP TEST S IONS BE PERFORMED BY NAIS LYC3F STPUCTUPAL STEEL TO THEPROJECT PRF TO DELIVER SUB�,,"JT OSOF THE REPORTS To THE STRUCTURAL ENGI:'�IEFR, THEPURPOSE OF THIS IS TO ENABLE THE TESTINGANSPECTION AGENCY TO VERIFY THAT, IN THE STEEL IS BEING FABRICATED CONTRACT A IS THE FIRST TRIP S�j M,. OF OL NE TRIP PER WE EK , C) �,l L _ p B E CUEIN THE EARLY STAGES OF CONTACT ENGINEER PRIOR TO INITIAL INSPECTIC-N. TESTS AND IONS SHA'A iNICLUDETHE OVIil,NG� Pop- SL A E) VE R 1 F Y TH AT ,l.,lATE R BE N G US ED INE TEST E IS THE AS THE TEST REPORTS T11E. FABRICATOR'S WRfTTE�',I LDIGVERIFY Tj-�Aj_ THE PROCEDURES ARE FOU VERIFY THAT 'iNELDERS ARE CERTIFIED WfTi_� PAPERS THAT THEY E RER3 H IGH STRENGTH BOLTf�NG PRO VFR IFFY THAT SH.Op STALLATION '61 BOLTS TO AfSC 4- PREPARATION FOR CO`.,�.PLETE PENETRATION ULTRASON�C,k_LY P,ISPECT OF THE MPLE TE PEN WELDS- 5. FILLET WELDS FOR PROPER SIZE, PROFILE, THROAT, jL� POROSfTYAND END PETUR-� fl, EXA.-'vlINE STEEL MEL�,FIFIS FOR TEARiNG DIM EN S A! D HOLE SIZE& L301 TED AREAS FOR BURRS. I 2 PRIOR 8 TESTir-IG A',ID MAL TO T�-;E START OF THI'S �V'.-AY BE AS PROOF CTORS QUALIFfCATION. A. EPECTOR SHAi ; BE EPECTING SYSTEMS TO THIS PRi'_.,JECT AS EVIDENCED 8. ERECTOR SHALL HAVE A F 5 YEARS EXPER�ENCF_ IN, I �iE ERECTION OF STRUCTURAL STEEL OR AN A�SC CERTIFIED STEEL ERECTOP. ALSFALL BELA-32STY-PE �,j TIGHTENf-N:G,sF BOLTS TO BE P_Y AiSC "TUP N Of-- THE _',WT` �,IETHO D OR APPR OVED DR, E:CT Tio' A L TIGH -` TIGHTEN ING IS !�S S! TO T HE F TH I- `SP FC IF 'CiATIG F OR STR;j CT;l; RAL JO f!.-ITs USING ASTM A-z-,.2-5� OR A4'J�0 REIS,EARCH �,O STR-'JCTURAL TO BOLTSTRENGTH FOR ALSTRUCTURAL 80ji-TS i,'ON THE SIDE OF THE PRO [OF VV.AS�4FRS BOTH EAD Sf-E 0 S Sl OTTED AND 14- SEE LATEST AISC SUGGEST ED DETAILS FOR SKEWED, OR SLOPED OTHIER BEAf-,�, OR COLUIMN ON I 5- ANY AND ALL OT DETAILE THE EZRAWI..',�; G S SHAL DES IG'NE D BY A STR UG TU PAL G EEP. ETAINE D BY 0 R EM'-Pl_ OYE D B Y TH E I1.�L E, E CURRENT REGISTRATION IN 11'E STATE 0 T ND D BE TU DLISHOP WOTHE CONNECT il,�ONS HE APE DETAI�F_D_ ARE NOT DESIGNED AND REACTIONS ARE NOT NNINSOROF TOTAL ALLCANA-BLE OAD DERIVED FROT,4. T HE AISC TH IR TE ENTH EDfT:IQ N TABIL E C, F 1FO LOAD G S " F 0 R E MODIFIED STRUCTURL FROM THOSE DETAILED ON T:E STR UCTUR,AL DRAWING Si MAY BE ACCEPTABLE PROVO ED HATH E iSTR I?CTLY ADHF R ED TO E .NEER DE!PETO A TH,E ABRICATOR NOTITHE ENG;- 'R �N DO AND RECETV ES �OVAL, W T.- O C 'TAIN C0 ER INN;ECTIO, PROR TO PROCIEFOING THE. RLEDF7S:G*,;. -R, T.E REDESIGN SLIA: : BF BY A HOLDING THE STATE THE IS TO BE i7_,*0I-4STRIJ4_'�TED. CLOBE SUBM'.MTED TO THE �:-OR HIS, XID SHALL BEA' T'.-E SEAL OF THE SPEIALTY STRL'.CTURAL ENG,It-�EFR OF RECORD BE TO REDESIGN THE IF IT IS AGREED TO IN BY THE OR FABRICAT,i7'sR TO PAY THE AS AN AUITIONA� SERVICE AT ADDITIONAL COST TO THE WNC. R EIEW OF SHO P DpA�jV[."jGLS BY THE EN�GINEER OF RECORD WHERE CONNECTI;DNS HRvIE BEEN ED PROPER. WRITTEN DOES NOT C��NSTIT-_'TE AIPPROVAL OF THESE IMO JCJCATIGJ�� BYTHE ENGII,IEER OF INEDSEALED D_OCWI,�ENTS BYA SPECIALTY ENGINEER MAY BE SUBI-e'.-ITTED FOR ALTERNATE COWIECT!ON IF PRIORAPPROVAL IS 17 BOLTTORQUES SHALL E IINSPECTEDANDGER-9FIED BYA TESTINGLkBORATORY' Ajpp,R0%,-'EC, BYH,E STRUCTUAL ENGINEER AND RETINED BY THE A. ON AND TESTiNG SHALL BE IN ACCORDANCE 'WiT AiSC SPEa. FICAT.CINS FOR STRUCT UFAL �DM7S US, NG AST?A A325 OlR A4SA3 BOL S, B. PROR TO ViSUAL AND PHNSI CAL TESING, TENSION TESTI NG US NIG A DEVICE iNDCATE TENS',ONS AT LEAST 5cvf., IN E<CESS,C)F THE AiSC STEEL EREC70R SHALL SUPPLY THE TENSI ON CAU BRAT ON DEVI CE� C, TEST A OF OF THE BOLTED CONNEC `70N& WELDI NG SHALL CONFORM TO THE LTEST EDI _q ON, OF —1. E COU E OF THAMER CkIN ' A AIEL 9 IN G SO C I AWS D 1. 19. ALL 'VVEILD�NG SHALE BE ONE B CERTIFIED VVELDERS kvVEri IiAE Q�UAUF. ED BY TEST AS PER A�,%S "STANDARD Q�UALIHCATION PR`OCEDURE" AND SHLL HAVE CEIRTFICATES AVA:LABLE ON THEJOB SITE FOR INSPECTION. ALL SHLL BEONE U71UZjNJG E-70 ELECTRODES AND SHALL BE DONE IN ACC ORDANCE WI TH46,kS LATEST ED! 7ON. "CODE FOR'WELDNGiN BLALDiNG CONSTRUCTION'. UNLESSOTHERMSE NOTED, ALL V',iELDS SHALL BE CONITINUOUS, 21, AULW'ELDS SHALL BE INSPECED CERTI� Fl ED BY AN "AWS - CERnFIED 'AELDNG fNSPECTOR", CURRENT CERTFiGAMON I N ACCORDANCE WITH THE A',NS 001 PROGRAM VVH0 HALL BERETAMED 9YTHE 9�',iNEF, TI_IE TESTING INGINSPECTORPRIOR TOFIR8T-SITEVISIT. INSPE07ONSY C E, R-TIRED: NSPEC TORS. W I NOT BE ACCEPTABLE!, -9 BEINACCORDANCEWIT WSSTRUCTURAL�111ELDWG INSPEC -. ON SHALL CODE, INSPECT ALL FIELDAVELDED CONNEC-90NS, VISUAL�NSREOT�'-ONOF WELDEO, JOIN7LS INCLUDES PE-RODiC OF FiTUR, C. ULTRASOTi'CALLY INSPECT 100% OF THE CONIPLETE POETRATON,rIVELDS. D, EVIEW APPRa/E.0 WELDNG PROCEOUPES� 'VER! FY THA PROCEDURES ARE BEING ADERED -1 0 DURING F�ELD WELDING. E, VERIFY,?�,ELDER,:,IJAL�:FICAT� ON& 2. SUBI kl I T S H OP D RAW f S TO TH E AR CH I T E C- T F 0 R H 1 5 R a4'I EW. S HO P NG- S SHALL INCLUDE ALL STRUCTURAL S =3L MEMBERS, S.ZES, I I E R AELDS. TE OF STEEL. BOLTS, ETC., REWIRED TO FABRCA' AND E ECT THE STEEL FRA IVIING. SH 0 R DRAW1 NG S S US Mf TT,kL S HAL L F OL LO W I NSTRUCTI 0 NS G: V E N i N E SHOP DRMVING N`OTES. �3. PROIR TO FABRiCAT j ON. VEIRI FY EXCT &ZE ADor-A-11 ON, OF A LL FLOOR A ND ,90OF 0 P E N N G S k?l TH -ARC H TE C T N1 E C 1, iA N CA L E NGi N E E F_ A N ---D M, EC � -N I CkL CO N TR A G T' OR 24- PPiOR TO FABRICATION, AND.-ft-JR STEEL FABRICATOR SHALL FLVERIFY STEEL AD. -DR BAR OIST WHiCH FRAN-1E INTO AND/ORARE SI)PPORT-EbIBY CONCRET AS. O N PN Y E. 25� NO SPLICES SHALL BE PERMITTED INAAY STRUCTURAL'STEEL NE�VIBERS UNLESS SHOWI,,i SH')P AND OVDBY THE STPUCT URAL EGINEER. 26- OTHERWISE NOTED OR DETAILED, PROVIDE OF 14 GAGE>AT 16" W-ELDED 1-0 STEEL TO TO ADJACENT STRUCTURAL STEEL FRA� 27- COLUM-N BASE PLATE GROUT SfHALL_ RESISTANT GROUT. SNINGPRODt;CT 002',iTAINiNG SELECTED SILICA: SANDS, PORTLM40 A GENTS, PI-ASTICIZING Af,ID 1,NATER REDUCING AGEtiTS, 00te�'PLYN G WITH GO RPS 0 F ENG IN EERS STEEL EPECTION -NOTES: A- BEFORE ERECTION, THE NROIS TO REN:.OVE ALL MATTER, CC1 I %W LATE D ON THE STEEL QURI.NGHAND� Ill.iG AND STORAGE. 6- DRTFTl TO ENLARGE W4FAIR BE PERiAlITTED. DRILL HO LS TO. 0 OAT F THE NEXT LAR,GFR SIZ I- FASTEIN ER � I,Vri ER E POSSIBLE.. C_ AFTER ERECT 1:0N: C_; EAN' F BOLTED CO N N EGTION� S D ABRADED AP.EASW�-fERF-SH)--�PPAI�4T,�,'ASBEE!.-4�,�,4k-IA�,-ED, PRlt,,4E&P.Ai�-4T>e�REA.S�JSIN---: TO MATCH SHOP PAINT. D ERECT AJ §514 THEIR LIONSUC,H THAT LEVEL. P3 ARE THE PRESCRIBED 5YAISC. CODE, E_ DOUBLE ANGLE BOLTED THROUGH, WEBS OR AT REMMS THAT FRAE UVEP PLATES LEAST O't,IEINSTALLEGBOLT PE.vAIN fNLACE TO SUPPORT THE FIRST BEAT,�4 WHILE THE SECOND 5EAM IS SEU-IG ERECTED. ALT ERNATIVELY, THE 1�,UST SUPPLY A EQWVALE.T DEVICE WITH A MEANS Of PO�bff!VE ATT TO S'UPPORT THE FfRST IA THE ECOND29, THE GE-NERAL CONTWkCTOP AS Al,D WHEN DSO 13Y T.LJE ARC ��HJTE-T OPISSTRHCTI�jRAL ENGINEER- AS MUCH AS OF STPUCTURAL.STEE", PLATE, M,,GI-.E. CHANNEL AND WIDE FLA�,JGE LRECTJO�njS)AND POIDEFABRICATION Ai4D As Is R"EQUIRED TO THE AS DIRECTED-ANlY MATERIAL A`ND LABOR SHAtl BE CPEDITED TO THE OWNER AT THE Co?,,ITRA(--.T UNIT PRICE. OPEN WEB S17EF-L JOISTS AND -JOIST GIRDERS NOTES, N T B E AIR I -, G E L EVAT I 0 �rl S R E F L E C: T E D 0 I4 T H E N; T R.ACT 0 0 C; J M E,-,l T S WE R E ESTARUS�IED BASED OF SJI SF,,n,.T DEPTHS. THE FINAL FABRUCATED DEPTHS OF T.LIE BAR OIST SSBE C.O,NTRACTOR, THE MANAGER THE STRUCTURAL :STEEL SUB -CONTRACTOR) WITH THE JOIST FAB,- R, R I A:- P�ECJALTY THIS ASBE COM.PLETED P, [0_ To FIN, AND F T�I.E STRUCTURE UPONW�ill,;H BAR JUISTS ARE Sv . UPPORTED. THIS REQUIRED ORDER TO iWOMI ANY P0TEI--,TIL IN BEARi-NIG AND ANY POSS,16'_E OF ADjACENT FRXv!IN'G WHICH MAY RESULT THE ;JSE STA!,IDARD FABRI:CATED BIARJOIST SEAT DEPTHS_ 0 TE 'LIAR JOIST FABRICATOR SHALL PR�-WIDF O10:1ST SEES SPECIFIED ON TIHE DESIGN CUSTOM JOISTS Fop THE OF SPEGiFIED TYPICAL LOADING. THAT DOES NOT �REGLI_;DE THE BAR. JO fSTS FO i-N SPECJNCAL:_Y SP MEG ICAL H ER 0 N - STEEL JOIST SHALL BE A OF THE STEE; JOIST INSTITUTE 2. -Q.A-R JOIST�� SHALL BE DESIGNED, FABRICATED� SIlIPPED, AND ERECTED TO THE LATEST EDITION OF THE'STEEL OIST INSTITUTE STAiNDAR.D SPECIFfCATiONS AND LOA0 TABLES FOR' UPEN WEB STEEL jOIST S I'K. LH, 0 R D 1- H -S ER � E S.� 01 S HA STE EL EP E G T � r, -N S TAN D S STEEL BAR JOISTS SHALL BE DESIGED. BY A STRUCTURAL EN.,GINEER �DELEGATEI). SPECVV - -,IGINEER 10 REGISTRATION THE -TYN'TRUCTURAL E.t .) W� I I STATE FLORIDA- SHOP DRAINGS A�-,,D DESIGN CALCULAT;OIN' SUB�;',ITTAIS SHALL BE PREPARED, BEAR THE SIGNATU PE, AND SEAL OF TH E BAR AkND SHALL BE SUBM.-ITTEDTO THE E.-NGINEER OF FOR SPECIALTY STRUCT;UPAL ROOF JOISTS A�iY OTHER OISTS SUBECT TO NET LOAD -PRESSURES II-IDICATED ON TIAE FORI THE PARTfCU; AR CH'OPD SIZEAND OIST SPAN, T. E —TEELJOIST ENIGINIEER SHALL DESIGN AND PROVIDE ANY BOTTOM CHOPD BRACING ;l8RT;Gl_NlG,)%A)4tCH IS, D, T F IST c0r�!PRESS ST RESSES iiNDU CED BY T HE WIND �JPLJFT F�jRCFI� �,�ET CAN BE DETER�'W,Ntb AS GROSS UPUFT 7 PSIF UNLE&S OTHERWISE 4- THE COI-ITRACTOR DETAILED SHOP SHOWING JOISTS, AS INDICATED ABOVE THE HPAWINSHALL BE BY THE DF1 EGATED SPECIALTY EONHAREOF THE JOIST DESIGN- SllOP SIGNED AND S&'�LEDJOIST LAYOUT P3ANS ANY JOISTS, SUBECTED TO NET UPLIFT FORCES, OIST DESIG.N DELEGATED SPECIALTY STRUCTURAJ ',3JSTBEPPOVtDED VVITH A COPY OF THESE AND 6- STEEL JOIST CHOPDSARE DESIGNED FOR I r O00�-ICDENTRATTED LIJADS..AND, O AD S L E S S SP E C I I- _A L Y 1) E S I G N E D F SPECIFIED AS OISTS, ED LOADS MUS-BE PLACED AT PAEL Ll T OR A�l ADDITIO,NAL WES BE LOAD POINT Tu NEAl;EST OPPOSITE CHOP0 PANEL POINT TO REDUGE CHORD VERIFY THE EXACT AND WEIGHT OF ALL 'v*.E.CHANICAL. F_QUfPM.E'NT WITH THE RIATIONLLLOAS BRACKET AT THE CENTER,_INE 01: T-i_ OTM 7- NDHAVE NESHOP COAT OF PANT THE OF THE LATEST S� PIFCTINTHE BOOK HAS A MORSTRINGENT REFER TO THE ARCHITECTUPAL FOR 8- STEEL BAR OISTS SliALL BE SHIPPED STORED IN AVERT ICA PQSTTlO., ON THEIR TOP CHORDS. iUNDER N SHALL THE REST THEI: SBOTTOM, OR IN A CANTED 5� STEEL BAR JOISTS SHALL .NOT BE THE FIELD 'WITHOUT THE PRIOR ANTHE APPROVAL OF BOTH THE Flll�GINEER OF RECORD AND THE SPECIALTY ENGN-FER VA10 IN F CHARGE OF THE OF THE OF JOIT SEATS T-D STEEL SUPPORTING A) K SERIES I W WELD, X " EA_ SIDE OF SEAT. ,CS SERIES JOISTS - lig' FiLILET WELD X Y LO zNG. EA. SIDE OF SEAT. LH SERIES OISTS - V4` FILLET 'fEiP X,4- LONG EA- SIDE NOT P: BAR JOr3 . T SUPPORT WELDING A BRJOG S�iAL_L BE INSPECTED BY N-4 A�Ns HAVE ISEEN CERTFIED BYTHEAWS OCI PqOGRANIL T4E SHALL INSPECT A.',ID PREPREAND SSUE OF THE WELDING AND 0TH RESPECT TO THAT SPECiFIED ON THE DOCIJ�,IENTS SHOP WHERE CORRECTIVEWORK. WILL BE SC4-1 REPORTS SHALL BE DISTRIB.-JITEDTO T�I'E ARCH TECT. STRUCTURAL GEN ERAL GONTRACTeR_ 11 BRIDGING I�EMBER SIZE AND BE PER P�AN`AND BRIDG.NG SHOWN ON THE fc T`FIAT IS REQUIRED BY WHIM,AY BE SUPEq-SEEIDED -BY TiiE DESIGN of THE SPECIALTY ENGli`,�EEPING REC,WRED TO BE PROVIDED BY THE JOIST FABRI:CAT0R_ 12. Q-1i RVAT 0 R E AN U SEE P SH ALL BE REMO VE D BY P ROP ER I PRO-',_-,FD6lRES PRIOR TO fe-.AKf%-G BAROISTS TO SU PPOR TS 13. LLA-`40 BEFORE LOADS ARE PLACED THE OISTS- 14. ON'E ROWOF UPLIFT THE FIP'ST PANEL POI.',l T FROM EACH SUPPORT. 1 BRIDGING BE WELDED OR 9-01-TEEDAT INTERSECTION POINT- 16 NOTE: BRIDGiNzGl's PPOVIDED AS A CHORD IN T:HE AND ERECTION OF THE BAR JOISTS- BRIGG PiG ARE DES IG .1 ED A -ND AS AIALLY:_OADED N'.EMBERS. USE OF FOR SUPPORT OF SUSPE!,IDED INTRUU�,;CES THE FOR WHI-r-H rfr 1SNOT DESIGNED. THE G.-C. SHAUL ALL OTEIR SUPPOfff HEADERS FOR THE IR EQUIPMENT AND TO tOT USE FOR SJIPPORT. I TIWO WEB WARE -NOT FRAi,AED IN AT LEAST STEEL MEkIBERS., A STEEL 0 TED ATT, I COLUMN TO PROVIDE :_ATEqAL STAB[LIT Y TO Tt-IE DURING ERECTION- FOR THE OF THE JOIST: A. A k! I M VE RTICAL ?.--.,TAB; L IZ E_R P LATE T O RECE IVE T H E JO IST BOTTO &I C, L i 0 R D 3j,T 6 E P f--< 1 1 D E D A T C 0 L � S - T - H E CC T A 6 � L 1. Z El � P 1- A T E W, U S T E XT E �� I D A T L - E A S T 3 I G f 4. E S B El. - O W T --L 11 E _:' 0 T To I-e! 0 F T H E J Of S T A: q. D H A:VE, A 13,115 -INCH HOLE FOR THE ATTACHENT OF GU'YING OR B_ BOTTOM CHOR DS OF STEEL JOISTSAT BE STABIL VED TO PRE',JENT R.GTATjON!)tIqING ERECTION:- H ISTIN G IN OT 8 E RE � EASE D 0 N THiE SE ^AT AT EACH, EN D OTHE -STEEL OIST IS FIELD BOLTED., AND EAC H Et4D OF THE aOTTO�,,l CHORD IS RESTRAINED BY THE STABILIZER P; ATE_ 1 R� PRO VIDE 0 �KE ROIN D A GONAL BRIDGI N G1 AT THE S�j PPORTS 0 FALL FU LL DETH 9� DURING THE CONSTRUCTIOt-I.PERtOD, THE SHALL PR0VfDE,,,`IEANS FOR ADDaA - IATE OF CONCENTRATED j OADS, THAT THE CARRYING ,.,AF>AC,FYOFA'qYJ�)fS.TfS�"�OTEXC,EEDED-. ONE END 0-- ALO;STS SHALL E�E ATTACHED TO ITS SUPPCI.RT IN TH E WEI(�HT OF ANRIECTOP ON THEJ:OtSTS 21- rN THE CASE OF BOTTOM CH ORD BEAR ING O IST S.. T HEE-N DS 0 F TH E H OIST ST BE LATERALLY BEFORE P FLEAS N G THE H 0 ISTING CAR 1 ES METAL ROOF DECK FASTENING REQU IREMENTS FOR RED IRON FRAMING SEE PLANS FOR f-,41ETA; ROOF DECKTYPE�S'i_ DECK SHALL BE Nl�ANUFACTIJPERS R STEEL STANDARD GA-E OR SHEFT-GAGE ANL FJA�L TO THE DECK INSTITUTE 2. WELDING SHALL CONFORM TO, LATEST A-W-S ALL SHOP FFD D WELDS SHALL BEPERFORMIED BYQUALIFIED �,NELDERS HOLDING CERT]IFIC.ATES. CERTIFICATES SHALBEAVAII-ABLE FOR KI J05 STE WH LE kiVE-i-DEP IS ON THE JOB. 3. DECK SHALL BE FOLLOWS A. SHALL BE PLACED AT THE CORNER OF EACH SHEETND AT OVERLAP'Pi'l.iG CORI NERS OF SHEETS - S, EACH SHEET (�,F METAL BECK SHALL BE WELDED AT IT S ENDS TO EA,(--.H SUPPO PTIN G BEAM OR J0 I'_iT AT -NOT MORE THAN 3" 0 -C, (36!7 WELD PATTERN) - WELD SPACING AT INTERMEDATE BEAM OR. JOIST "BETWEEN OF DECK SHEETS$ S�-iALI_ -�IOT EXCEED 6!'O.C. PAT TERN). P. ',AlELD AT PERN'lETER OE DIAPHRAG?� OF DECK'� BOTH PARALLEL PERPF�,QIDICULARR TO !,iOT EXCEED OC� WELL) PATTERN�. E_ 'AIELD SPACJ�,,G AT AN'D OTHER SUC4 BRACING "W, S WHICH EXTEND TO THE ROOF AND ON'TE ROOF PLAN). S�HAI_L NOTEXCEED 6- O_C_ PATTERt',l)- F_ DECKSIDE LAPS RE FASTENED TOGETHE R NO, 12 HEAD SELF SELF TAPPING SCREWS SPACE0 AT 12'0-G- 4. WELD-2 SHALL BE DLAM.E rER f-U ERS FOR DEC'K IvIATEMAL LIGHTER T HAN CAGE - END LAPS ',AL_l BE NOTLESSITHANJi 2-.. SHAI� OCO-jR. JOIST OR &EAM BE TR-D;,jGH TOP SEET ALL RtDCF DECK FASTENHNGS (PbDDLE SIDE LAP ,-;CPFWS,.E TIC) SIALL BE fNSPECTED.?k�,'D CEPTIF-IED BYAI%l CURRENT CERTIFICATION IN H THE AWS OCI PROGRAM, BE RETAINED BYT�',E THE $HALL PREPAREAND C�F ACCEPTABILJTY �'OP LACK THEREOF)OF FASTENINGS ESPECT TO THE CO.NTRACT COO-F REPORTS S-HALL BE SENT TO THE P,RCHTTECT, STRUCTURAL 7. DECK SHEET WIDTHS ARE TO 8. DECK SHALL BE ACROSS THREE SPANS, EXCEPT WHERE STE_FL LAYOUT SHEET OF RODE DECK BE StiPP)DR-TED AT A� IF STPUCTU,R_A� OP�YjRTED EDGES OF DEC-K_ OF ROOF DECK ON SuPi`oRTS BE 2 D., P V I 0 E Z " 11 �� E IB E R AT I 0 E S 0 F D E f I P A R A L 1- E L 7 0 1) E C. K P A F OR C;L 0 CC U R E A N E D E K S U P 0 R T A 134 0 ",/ I- 8 P A 1,,;, D R E E 6 E R. 4-1, 1 T 4 � WE i- D TO ��A AT CH D E, K F AS T E N� I N Gj GAGE 7" SHAL' BE 1:8 G'AGE- DESIGN AND SHOP DRAWING SU,SrdITTALS FOR STANDING SEA M METAL ROOFING ASMZLIES: TH ;lS PROJECT IS IN A BORNE DEBRIS EIONAS BY THE 2Ulj EDIT!Ot� CODE. DESt.GN, AND OF ALL SHALL BETHE THE SEAk-*,'lV'.ETA'L_POOFI-*,iG SYSTEM THAT HAS BEN TESTEE� IN ACUO PDAN,CE 2010 BU CODE TESIT PP OTOCO TA,92(�l �AS 202'& TAS*2073 A,�ND HAVE E7H ER AFL OR I IPRO DE UCT APPR OVAI_ N ORA DADE COUNTYNOTICE STAN UI.NG SEAr-,-', ROOF UlG HOLDING CURR_E-�ff REGISTPATIO'-N AS A PqOFESSfO'NAL 2 THE DESfG�!,.; HALL BE PERFP'�:.ED By A ;TU PAL E-�i.Gl,*-,,;EF-P.,,iO�D�NG',�A,I-IEI: C.URRENT REGI'-%TRATION TH STATE OF FLORIDA, SHALL BE EBY CONTRACTOR AND WHO BE THE ENGINEER RECORD FOR T�iAT POPTION-S OF THE STRU CTURE STRiJCTUAL ELEMENTS) '3 SUCH ELEMENTS BE DESIGNED TO THE AN'D OFASCE A- = 137 B. EPOSURE CATEGOP,Y.� � "B" C_ OCCUPACY RISK CATEGORY ti E_ PRESS�_IRE C-OEFFICfEI,�T GCpl 13 RESISTANCE SHAL BE B,NSED THE ORE OF O' C R IT E P J A OR F -! ��. - 4- THE DELEGATED ENGR,EER SHALL PREPARE �-,A: CULATIONS WIT REFERENCE TO THE 2010 EDITION t:.!F FLOPOA COAND ALL APPROPPAATE -SERVt_'EI�kBiLITY DESIG)HOP FOR SUCH ELE!�4ENTS BE -TO THE ARCHITECT Fi�-R REVIEW AND SHALL CR17ERIA, TIOINS. REACTIO14S AN'D TYPICAL AT ALL POINTS. PA.-EL-GLIP ANCHORAGF_ FASTENER 0I_!All;TfTY S'P A C ING e. Y S.ALL BE C-D,N'SIDEPED IN PANE:_AND 7 DE SJGN -�SHO P DR AW:NG S AND CNLCIJ- LAT IONS SH,kLL 6 EE S iG NED SEALED A,N D DAT D BY THE DESiGNATED STRUCT'iRAL RESPONS:BLE ( CHARGE OF THE DESIGN 81. THE SELECTION OF ROOFING PNF: SAND FACT UP ER MUST T�F APPROVAI. OF THEARCHITECT -,�IETAL 13AGE_ ROLL PROFILE� COLOR. ETC "SPECIALTY" DELEGATED STRUCTURAL ENGINEER NOTE: lUbIALLA 11UN Vl- VKI:LLr_LJlN SPEC I.AL TY F ERfNG K SH ALL B E PEP F OR �,,!ED BY KN OW`LE DG F-ABL E PROFESSIO NAL I SEE DRAVV'-lGSFOR SZLENGTH TYPE -SPACING OF ANCHORS REOUfRED- PRACTICING SHALL BE S,4RUCTURAL_ T HEY SHALL H.'O',_D CURRENT fD REGISTRATION IN THE STAT OF FLOME)AA-S PROFESSIONAL THE NOT ISEA.N ACCEPTABLE ALTERNATIVETO GENFRAL CO NTRACTO P STRUCTLIRAL SUBCONTR ACTOR, S ARE THAT TH. C7 SPLE(;j..'FIED E-i'v"BEDDED ANCHOR (ANCHOR BOLTS, HEADED STUDS. ETC�) ARCH ITECT AN; D ESTRU CTURAL OF RECORD -T-H E R IGHT TO AIPROVE OR DISAPPROVE OF A!4Y SPECIAl L I TY E�,i G IRE E P. WIT-i'OUT STATI.N G THE REAS 0 "i AN D 2- �D GLOS E LY FOLI-O W �,'.'STAL LATIOf-� f�'4S T R 0 TI O?-, S PR QVI: E I W IT H TH, F VV IT H 0 U T [I! CM R IN G AN Y ADGIT L C 0 ST S 0 R L f AD IL IT Y T o' TH E 0 Wp-� E R TH E AR C H 1-1 ECT 0 PRODUCT BY THE FAT LIRE R � THIS PNCLUDES TPE AND RECORD OR THE OF RECORD - NGLY. IT BE PRU'DENT FOR THE DIAMETER FO R A GIVEN A-�if_HORGR DOWEL GLEAMING INSTRUCTIOINS FOR TIHE TO S1 B107 THE 0 UAL I F ICATO NS OF THE _P 'SPFCiALTY" STRU CTUR Ai FN G H 0 1- E (RE M OVA L F DR LL D -U, ST OR Y B Y C 0 P R ES E D I R AN D V�ATF_ R AN D TO THE EN,'GtNEER OF PECORD, PRIOR TO FORMAULY CONTRACTING FOR MATERIAL. AND A GWEN ,ERVICES. THE 'SPECtALTY" STRUCTURAL IS C,AUT jNED THAT ALL SUB.&�f`TTALS U ST BE PREPARED AND TTED IN ACCORDANCE WITH THE STATE Of Q IDA CODE. CHAPTER OF DtST RIFUTED AS _PWO FART (BASE,�HARDENER) CARTRIDGE INSTALLED WITH DOUBLE ENGINEERS THE DES,GN OF PLYU�,,IGER A�jLKING AUTO:M.ATIC WXP,I,G NOZ,ZLE SUPPLIE10 BYTH E ANUFACTUREP - EPDXY SHALL MZEET THE REQUIRFMENTS Of ASTM C 831 4. FFJSTHF OF -LEGATED SPECIALTY ITY TO REV�EVJTHE FOR TYPE I� ll� IV, V, GRADE S� C.LASS DAND I,,IUST DEVELOPA T G 1,, -F R 1- WITTE E� G CRI.ERIAREGAPDfNGTI4F SPECIALTY 0 COP -4 t LD 7 lAY CURE_ 2. 650 PSI C; :MPRESSIVE YIE R D RFQUiR0,,,.ENTS lil ORDER TO Ti!E SCOPE- Or WORK OF THE. AS FOLLOW, SPECIALTY ENGINEEP ING, A- :S PO NS TR G TIE "SET " EPDXY 6- 9, T14F OF'LEGATED OCAUMENT THE O T HE R ANU FACTU R Eq'S P RO D LICTS L 1`%i OT B E CO N SIDE RED UN LESS Ei,�GfNEERING REQUIREMENTS PREPARED SY THE OF RECORD A L L 0 INB I- E L CAD DATA � EASE D, F - T ES T IN G LASO., � AT, R Y RE TS, A P ,OR 0 S U XE VV IT I I I N T I I F C. 0 N1 TRACT DO G U T S, T I IF DE L E G AT E D E N G I N E E R f iN G 5 M, ITT A L FOR- REIEW AND SID ERTIO N. OUR PREFERE-�IC.E FOR THESE SHALL THE PROJECT NN�117_ TH E CRT ERIA USED IN PRODUCTS IS BASED UPON ��H E AUTO MATIG MIXIN G OF T H E TWO PRIO R THE SUBt,11TTAL TO DiSCHARGE FP1 AND THEIR LITERATU--RE REPRES0,..;TS A CONSIDERABLE Alv`u�_IN i uf BACK UP T 3- VVHICIi CONFLI�_TWITH THEWPJTTEt� EI,,IGJN-EERJNG 4- DRILLED DEPTHS SHOULD NOT BE LESS TFiA,N BYTHEE-iGINEEP OF R.ECDRD, THE DELEGATED EGINEER 'N"ENEVEP OSSIBLE. ARE ISTALLED THROUG BRICK AND�'OR ALL IMMiEDIAl ELY CONTACT THE ENGIN;EER OF RECORDTO RESOLVE THE CON FLIC�T. ANCHOR SHAI_L PENETRATE THE UP 5TRIJ;_-',TURAL lASONRY OR CONCRETE AT LEAST 6 INCHES. 4. THE DELEGATED ENGINEER SHALL THE DELEGATED ENGNEERf,",IG S 0 THE NGINER-F RECORD FQ ' REVIEW DELEGATED G DR 5- NSiON ANCHORS ARE REQUESTED N LAEU OF GAST PLACE VVHERE DRILLED f!: EXPA.' GINE DO EN TS BE SIGN ED A-�il)- S EAi-ED BY THE, DELE GATED ANIC HOR S, TH EY MUST BE R El_,:U` ES TE D IT IN G BEFO P,E N STALLATIO N AND SHALL BE THE E',iGINEER OF RECORD FOR THOSE ADE Q3jAT UFACTORE R'S -ITERA-Pj RE UST BE SB ITTE ASDOCU PEN, ATION AND SHALL INICLUDE THE DEPFMDlfNG THE AND SPFECIFIC APPHCATION� DO NOT SUBMIT ALL EXPANSKON MUST BE WEDGE ANCHORS. GENERALLY, IF A. DETMLS, CONNECTIONS, ETC. A-'-_'� TO THE EXPANSIOIN PERMITTED RE TO BEAT LEAST ONE AND STRUCTURAL CAPA CITY OF T-HE STR:;,�CTURAL SEFGUPATION THE SPECIFIED COMPO.-NENTS ADiGR THEIR ASSE'!BLY INTO ASTPUCTURA"L SYSTEM. SHALL BE 1.4 DIAM.-ETER I INSTALLED li ADEQUATE DETAIL FOR T:E ENGft_--F_P OF RECORD TO DRILLED HOLES USING AN BIT ER__ SCRE VS BE �AADE DETERh;lIi`-,E.TI-;AT THE'S!jBMITTAL ENGNEERED A�N SERIES COLD STEEL AN 0 SHALL BE FLUOR 0 CAP, BO-N CO-ATEEJ, PR,.')'V fDE 'TITN- N STR ONG TEIE O R EQUAL NOTE: T14EE.��c�l��4EERbFREf-',-�ROWIL; !IOTPROVt'DEADETAiLEDREv�tE�A�OF 7- ALL BOLTS.jVND SCREWS TO BE HOT-DIPED OR STAIN LESS STEEL - DESIGN AND SHOP DRAWING SUBMITTALS FOR EX7ERtORWINDOINS, DOOR STOREFRONTS, CURTAINWALLS, ETC: TH E STRU CTURAL NSDESIG N. DETAIL AN D OIDN' NS OF A;: FYCTERIOR STOREFRONT ANY CAUSE ITHE EXTERIOR SHALL BE THE OF THE I THE DESiGt,' SHALL BE PERFORMED BYA DELD:--iATED "SPECiALT'? STR;jr_T.'jF1'A,! ENGlt-�EER OLDIVALID CUPRIENT REGISTRATION IN THE STATE OF SHALL BE RETAINED BY THE CONTi:�ACOR ANDW80 SHALL BETHE ENGtiEEP OF RECORDFOR THAT PORTtONIS OFTHE STPUCTURE jHOSE STPUCTURAL HE�SHE DES f GN ED, -1 DESIGN ED PUBIS UANT TO TH E "CO �M PONE NTS AN .0 A� E 0 -S ED MPH CY RISK CATE G OqY EXPOSURE �S�jRFACE D. BU 11-D IN G ENI CLOSU RE CAT EGOR Y = (EN CLO.SED',l (GGp - 8", TH E DELEGATED SPECIALTY STR UCTUPAL, ENQ R SHAL�_ PREPARE WITH REFERF!4CE T,FI TH 0 ED$Ti0,, OF THE FLORIDA BU CODE AN;G ALL APPROPR V,TF SERVfCEAF3t;_TT_Y GRIT ERIA 4. ESiGN:S HO P S RUI R S CH E-L-E MENTS S HALL BE SUB MITTE 0 TO T H E fTE CT FOR REVIEW ANID CRITERIA.. C-(�N".-PLETE CALCULATiONS. PEACTfO!',i.S A. -ND ETC- 5. AND CAL=_ATIONS SHAi L BE SIGNED SEA-L-ED AND DATED BYT HE DELEGATED 'SPECIALTY- ENGI.-`,JEEP WOWAS It" PESPONSOLE CHARGE OF THE ESIGNPOVIDE ETC-, WHIC_�t HAVE BEEN TESTED TO WiTHSTANT) THE SPECIFIED WI -ND FfTHER z OAD TEST DATA FRO.,%'. AN'APPROVED TEST NG LABORATORY OR A SIGNED Ail,'D SEALED SPECIALTY STRUCT-L�RAL CKAGETO CO TH,AT THE RAGE rASTE.N, IN OF T HE is ", T TH. E STRU CTURAL FRA1,A E CID MPL ES H TH E 2011 -0 FLO' RiDA BU AN H'STAN D TH E S PE GIFIE D WIN, P L' O ADIN G' CR ITER IA - LIGHT GAUGE COLD FORMED STEEL FPANTING DESIGN AND SHOP DRAWINGS: THE Ai`,JA-YSrtS_ STRUCTURAL DESIGIN�_ DETAILING AND A. ALL LIGHT G4kU'GE CO�;_D E,19.TER30R STEEL S. AL& SOFFIT FPA%�.!NG '�F DF Ti BE THERESPOI 0'. tTY C -z E FABRICAT OR.`EP ECTu R - TH E F ri 10 TAri ED THE Go-�JTRACT DOC -NRTS- STRUCTURAL LIGIIT GAUGE D F 0 RM 'ED F RAI-e! IN G All! F MB� (s is TO BE 00 ID E RED ASA P ERFO SPEC. if ICA110,N I- THE & Si-iALL BE PEP FOR MED BY A DELEGATED "SPECIALTY" STRUCTURA� ENGINEER HOLDtNG CHRRE:,lT REGISTRATION ITHE STATE OF F-l' SHAi-L BE RETAINED BY THE CONTRACTOR AND BE THE ENGri'EER OF F()R THOSE PORTIONS -�JF THE STRIUCTURAL HE?SHE DESIGNED. THAT A 'SPECY%,LTY STPUC ENGINEER PCKAGE IS IOT SikPl_Y A "TECH 13. RI ELEM E DES,".GE0 PURSUASIT T-:7J THE AND IS�IAL' E C 1- A D D I N G` I � il fJ 0 F A,� � C E 7 - I G. & ROOF LIVE I OAD 20 PS3 F LATERAL PER BABE OGCUPA.,iCY RISK CATEGORY E. EXPOSURE ISURFACE GATEGO-RY) E, I'P -ATEGOP ED + BUk DINO CLOSU E G �Y 3. THE DE-_',E GATED '_-PEC IALTY ST R U CTU R AL E`-IGIN EE R S HALL PR EPAR CAL U lATI:O !l WITH PEFEPE-.N'.-.*E TO THE 2010�- EIDITIO N OF THE BU iLDNG CODE A; L Nrp TERI. LLEARL't'STATE ALL ASSUMED DESIGN LCADING. DE-FLECT�.,,j:,�1,JS�-I.ALi-',IGTEXCEE[iT'IE P A.-N U I VI D E D _R Y -a ti 0. DRA�AONGS FOR SUCH LEMETSSHAti- SUBte'IfTTED TO T�-:E FOP RE_V0,AiA*,!D SHAL ALL DESIGN CRITERIA. ETE REACTIONS AIND TYPICAL AT ALI— TRACK. JOIST S. BRACK-G.. STRAPS, ETC., NEGES�,SARYTO Tim;.�_- CCJVPONEN�TS -INTO SYSTE�vl PROP,qVTE STRUCTIAL AS z I ;N'_TEGP,ITY_ LL MEMBERS SLiLL BE SPEC!FIED IN THE SUBMITTAL. SHALL D RU � up - _;L.UDF_ I-,�ANOACTU PER M,� D REQUR F ST. IT ALSECTIONPRIC�PERTIES ET:! S OF AL: ECT:ON S SHALL BE R,ICLU DED, ALL BET WEEN ;-:GHT OAHGE CC -LC- SHALL BE �..,IADF CTHERI*11,11SE NOTED- HO P DRAWINGS A2ND, LATIONIS BE S SEALELD AND DATEu BY THE DEi EGATED 'SPECOLTY" WHO WAS CHARGE OF THE DESIGN ;NOTE� THE S PEC:ALTY ENGINEER f,,.IAY. AFTER PECCiVI:NG PRIOR APPROVAL FPO�.;l THE ARCH:TECT AND STRUCT'U'RAL ENGiNEER OF RE`C�ORD, !.ODIFY ANY T;4AT HE DEDvIS APPROPRIATE DEIGN AND .5. ALL L:Gi-�T GAGE STEEL STRUCTURAL- S�-:ALL BE GAI_,%m'�IzEl) AND SHALL RE FORMED FROM STEEL MEET'NG THE OF A-S.T.te-_ GRADE GA:jGE AND THICKER MATER IAL WITH A t,� YIELDSTF, E NGTH O F 50 KS AST!� -S T R G T H 0 F 3, 3 K S I. THE GAGE FOR STUDS USED NOT BE :_ESS THAN 20 GAGE: - STRUCTL�RAL. IN DESIGN' TYPICAL FOUNDAMON PLAN NOTES & LEGEND: I- R_EFF_RE.,iCE � ELEVAT JON USED TI�ROU GHOUT f-- THE FL_�D-Ok ELEVATION OF THE WHICH IS ELEV� SEE APCHi,TEC,TURAL AND.�OR DRAWING'S FC-.,R ACIWAL FLEV, iFLEVA7NiN TOP OF TYPIAL RE FER TO ARCHI ECTURAL_ R OF, C ) C A TtO A N D S: I ZES OF SLAB THPU SLS PENETPATiUNS, �TYPI`CAL i.-4TERIOR SLAB GRADE TO BE 4"THICK �ON t4 h5AR 6 Xf)- W 1.4 IDELIVERED TO THE SITE IN FLAT SHEETS-. NOT RO�LET)q CHA;RFD 1 INCEFROM TOP OF SLAB SLABEWYLSTERS NHAL 1 BE COL�4PACTED TO OF PROCTOR DRY DENSITY CONTROL JOINTS T 0 A DEPTH OF I INCH AS SOON AffER FINtSWNG AS THE SLAB WILL SOPPOPTTHE'VNEIGHT OF THE THE OPERATOR WITHOUT SURFACE DAMAGE ANWIL;_ PRODUCE A CLEAN ANY AGGR,EGAT E. SINBETWEEN SAW GUT S S I -,IT EXC E ED 12 FT, 0. . EAC H WAY, THE GENERA! CONTRACTOR SHAILL TF ALL AWC A S , UT THEAPCHITECT, OTO CUTS- SEE 5- INDICATES 3,,�3 WIDE MASO?4RY,AJALl CRACK C'O1-lTqOi JOIT- E-V,,-EVD ALLTIEBEA,4 RUN THROUG (Ai3poss) SEE DETAILS ON SHEETS SD PRVIDE C J'�,WHERE _0*,NTR0l IN *VVALLSAT SPAC�tNGS �,JOT EXCEED 2-c,.r'T- IN, DfCATES Sit,,, GL E VE RTICAL RCIN G BAR �NA S 9� GLE GRO LIT ED CELL (SEE PLANS FOP, SPECIFiC BAR SEE&LOCATiON) SHAI'Ll ORIGINATE �`%! THE WIT il A STANDARD ACI 90 op F 9 FOO IG )E,G'REE HOOK VINGAnEQUATE LEN.GTH ABOVETHET 9 T, E Tl�, TO PR OVIDE FOP A THE TRACTOR is CALTi O_-NE TO COORDINATE AND ULEWITH THE REBAR DETAILEP SUCH THAT LAPS ARE PROVIDED AT ALL VEPTICAL SP.iCES. VERTICAL EXTEN10 TO A1.111D TER�');I�NATE N THE TIE, BEAt-,�, AT THE TOP OF THE WITH A 90 DEGREE BAR SEE P:-AI%l DETAILS AND SHEET SD2 FOR OF BAR. PLACE?vJE.-T WHTHE NOTED OR DETAiLE,VER.TfQ-AL WALL LINTEL BEA..'�ts TIE BEANIS RF LESS THANI THAT HWNTYPICALLY B E Y O I,-,, 15 0.� E �f BARS IN A SOL IU GPOUTED f� (SEE FO P SPECF!C BAR SIZE & ALL OF NOTE ABO_VE� APPLY. 8, REIN FOR IN,TERR)'jPTECl BY NINPRCAIDE REIN FOP G INIDWATESNALL (OR STRIP TYPE) ;'OR RECTA.�,,IGULAR PAD TYPE� SVE N INCHES 11. (X T E P IN STEP IN F OOT H, EIGH T OF STEP. SEE DETAil- ON SHEET SDI 12- SEEFOUNDATIONDETAiLS 0-N SHEET 301, 1.3- SEE 'DETA[� YICALf,,TERIOR MASONRY SHEET SD29, FOR W&E 1,NHERE INTERIOR DOES, N'OT TO A!"4D IS BY THE RO, OF DECK BR,4r_Wl3 -_-,HXLL BE PROVIDED AT ALL f--WT LATERALLY SUPPORTED AT EXCEEDING S'-CO O G_ S;l;CH LAT FRAL SU PPO MAY BE PR O V 1 DED BY TE RSEC Ti.,iG C RO SS O R BY T �ES 1-0 ADJACENT STEEL 14- THE CONTRACTOR SHALL SUCH FOiliNDATtON STEPS ASARE `�,IEESSARY TO ALL BELOW GRADE PIPIN G TO PAS S THRO 11; G 4 TH (F THE . O , F TH E SLAB O �,i GRADE AB O VE AN D TH E TOP 0 F TH E OUDNBEL-l-lW_ PROVIDE A OF FOUR INCHES OF SO;L BET�,NEEN'THE PIPE AD BOTHTHE BOTTOM OF THE SLAB ABOVE AN'D T HE TOP OF THE PROVOE C-LAS TO DRAI��S '_ ETC �; AS REQUIRED BY PLUMBi.NG AND DRAWINGS ORDRAINLOCATIONS SEE "DETAIL TYPICAL IN ON SHEET ,01 16 FLOOR ROOF LEVEL., TOP OF FREE STANDING WALL, ETC-), UNLESS oTHElN'JSE INCING2 NO. TOP& _POTTOM, 2, STIRRUPS 24 O_,,C ffil OVE M - ' IN, _C_ AB, _0 _s El IF M -0. IS SEVERAL FE ET OF BEAt-,�-) IT BRACE PRIORTO RCKH: LIG AGAIINST THE�v� TO PRa,ENT OF VV . ; ALL-BRACE.Al I NO LON GER RQI�IRED IS �;JLLY CONSTRUCTEDAS DES A,1'40 FINAL BRACING IS IN �I_ E. W (0 0 cl) co LL c/) Lu Lu 0- Oct U) z act LLI 04 0 C3) 0 co (0 z 0 0 0 -q- T cl) CD CO R < 00 I r— (0 C,4 U-) 00 0 E 0 0 0 r.L cq LO u� C? L? N 00 q _j Lu 0) 04 0 CD 'It r- aD 0) C.0 0) 0) CO cu I " c� co (D r cu =; 0) -a - LL io C,4 0 'D -0 cl) '-t " ca C) a) c) 0 E2 -0 0 (D a) 0 (u Z 0 -0 >1 cu co (j) c: CL C:) _�e co 11 E (D L L L L 0 a. c /) F,_u LOLI IL E z Lu Z CO 0 Z X W cr) W z 5 z W > LL C cu LLI -I( a _j < LU M w W z Lu 0111 (t) a. �.: I— ad 10 0) 3i: z 0 z W cl) 00 J cl) LL Z Z 0 a. cl) W W W z 0 N z N 0 Comm. No: 12010.00 Date: 01/16/14 .... I ... I ............ I ...................................... Drawn: SF/ RMT Revised: L 6 NOTE: THE MAJORITY OF THE PLAN DIMEN510NING 15 PROVIDED �A� WF30 O.J. ----------- ;Q �1_ I 4 2 �1I II - ) C 3 LL �I I II II II II 1 I I I �I I I I I t 4 I I 551 I I II I 1 I I II I NII 1 of I �1 ■ 1 II 11 1 1 I I �OPP I 111 I r I L"_t77�1 L — — I 1 LL 15 v l< a I 1 Lo N� 3 o 5 - -- -- - -�TI- o II UI 11 o` II -co, y 2 O �I 0 m cn 0 U^ ° o n- II I I 1 LL II Um I �� � ° � II I I I -4 II � 1 551 o m I I II T\ via Z rs 3" m1 II I II o� I I 6 v c w 5 WF30— T � 11-411 (TYP. U.N.0) n _J r WF30- 0 1�. I I I I I �H�I II SEE OPP051TE 51DE Q r ,FOR FT'6 51ZE 8 REINF. SIM. 552 I 1 1 1 1 ---- I 101 L — — —J 12" THICK GONG. FT6 W/ (5) #5 LONO WAY BOT. 4 r (q) #5 5HORT WAY SOT. I 3 I 0 1 I I 3 I. I L — — — ° TOP OF FT'G (TYP. U.N.O.) ON THE ARCHITECTURAL DRAWIN65. U5E BOTH 5TRUGTURAL AND ARCHITECTURAL DRAWIN65 TOGETHER FOR BA51C I ui LAYOUT AND CON5TRUCTION OF TH15 PROJECT. ANY OBSERVED 12E5CREPANGIE5 BETWEEN ARGHITEGTURAL DRAWING I I DIMEN510NIN6 AND STRUCTURAL DRAWING 50ALE LAYOUT SHOULD BE BROUGHT TO THE ATTENTION OF THE rn ARCHITECT IMMEDIATELY UPON DISCOVERY. I r_ I N C> PLAN NOTES AND o LEGEND: I co HFXX -- INDIGATE5 CONTINUOU5 HAUNCH FOOTING AT r , _j LL NON -LOAD BEARING MA50NRY WALL5.5EE SPREAD FOOTING 56HEDJLE ON 5HT. 501 FOR SIZE 8 REINFORCING. Q m WFXX INDIGATE5 CONTINUOUS WALL FOOTING. 5EE w SPREAD FOOTING 5GHEDULE ON SHEET 50I FOR w 51ZE 8 REINFORCING. a Yri U) GFXX = INDIGATE5 SPREAD FOOTING. 5EE SPREAD z FOOTING 5CHEDULE ON SHEET 50I FOR 51ZE d REINFORCING. _ 0 UI INDIGATE5 (1) #5 VERT. a 3'-4" z 0/C. (MAX.) IN GROUT FILLED U CELL. (TYP. U.N.0)Lu ■■■r 2U INDIGATE5 (1) #5 VERT. ® 4'-0" �I = O/C. MAX. IN GROUT FILLED I D CELL ABOVE 8 BELOW OPENINGS. _z (TYP, ll.N.0) � O3 INDIGATE5 (2) #5 VERT. IN GROUT FILLED CELL. OTY OF ADJACENT 0 GELL5 PER PLAN. (TYP. U.N.0) �r ® INDIGATE5 (1) 05 VERT. IN N IN GROUT FILLED CELL. I O r z O = PLACE (1) #5 VERT. IN GROUT I 0)O 0' ^ o v FILLED CELL A5 5HOWN EA. 510E 00 0) N "' 0 O `" O OF STEEL TRU55 ABOVE. ,n 'n ``' '� N " ? w = REFER TO DETAIL GRAGK CONTROL � C,\l m I? � � a M m `� rn -00 U STEEL AT INTERIOR CORNERS OF SLAB 0 c r cd L f O ON GRADE ON SHEET 5DI. (TYP. U.N.0) ° T o -0 O ca o = I _j cu V 2 U 3 _� Cn S.F. INDIGATE5 LOCATION OF STEPPED FOOTING O` 0- u) I`� Q � o 5EE SHEET 50I FOR DETAIL. G.J. - INDIGATE5 MASONRY CONTROL JOINT. 5EE DETAIL ON 5HT. 5DI. B.G.J. -- INDIGATE5 BRICK VENEER CONTROL JOINT. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION5. NOTE: PROVIDE CONTROL JOINTS IN BRICK VENEER TO MATCH CONTROL JOINT L06ATION5 IN G.MU. WALL. 5" MAX. OFFSET IF REO'D ARCHITECTURALLY. 5EE ARCHITECTURAL DRAWIN65 FOR LOCATION5. 5EE MA50NRY WALL INTERLOCKING DETAILS ON SHEET 502. (TYP. AT LOAD BEARING WALL5) NOTE: Yf" FOOTINC75 ARE TO BE CENTERED UNDER THE CONCRETE BLOCK WALL5, NOTE:"OF" FOOTIN65 ARE TO BE CENTERED UNDER WIDE FLANGE AND H.5.5. TUBE COLUMNS UNLE55 NOTED OTHERWI5E. a o c a ? c Z W O r ~ CIS z co Z cc c 3 W Z LL CW ca Q H � � m V V Lu 0. N Cj 10 0) �I NOTE: ALL COLUMN5 START AT THE TOP OF FOOTING AND ARE CONTINUOUS TO TOP OR UNDER51DE ROOF BEAMS. (UNLE55 NOTED OTHERWI5E) 5EE 1 ROOF FRAMING PLAN AND DETAILS ON 5HEET 504. ANCHOR 5OLT LENC TH REOU I REMENT (UNLE55 NOTED OTHERWI5E) ALL TYPIGAL COLUMN ANCHOR WLT5: K.—/-4" PROJECTION Q ABOVE GONG. I I I I a: M W_ I V Z �— — J 0 Z m F �0 ov a :3 oQ� p I cr F— J J LL Z I J z /� w V♦ O J U > V cr D o: W LU a. W Z p N Z N C) Comm. No: 120_1o0.00V^^ Date: 01 / 16/ 14 Drawn: 5F/..RMT... Revised: ADDENDUM i 2/05/14 I I W = DIA. OF BOLT PLUS 1 1/4" EA. 51DEVIVII T 1 " CLEAR T = THICKNE55 OF FOOTIN6. (REFER TO "SPREAD TH vp �iH COVER. FOOTING 50HEDULE" AND DETAIL5 ON 54EET 50I). ' , ' No 32713 BOTTOM OF FT'6. , AT OF OF:0UN�AT1,0VFLAN1 13OLY,INC.FI Scale: 1/4" = I'-O" t........ ... . .......... I �+ 0 THESE IDRAWINC$ & THEIR CONTENT$ ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. 11 Sl USE OR COPY OF ALL OR ANY PORTION$ IS BY CONTRACT ONLY UNAUTHORIZED USE WILL BE PROSECUTED. M Q i�� '_T,� I SEE DETAIL "STEPPED GONG. 551 TIE BEAM AT CORNER OF WALL" ON SHEET 505. (TYP.) JI S" STEP CONCRETE BEAM ® T.O.B. = 14'-8" S" STE Lu w�" I AIL "STEPPED GONG. SEE DET Lu m SSI TIE BEAM AT CORNER OF WALL" JI ON SHEET 5D3. (TYPJ ONGRETE BEAM ® T.O.B. = 15'-4" 5" STE m O............ ...... - - - - . ...... - ...... - ...... - - - - . - - - . - -......... ~ 15T. BEARING = 14' q O SEE DETAIL 5/551 THIS WALL. - - - - - - - - - - - - - - - - - - - - - - Q I w m I Lu I I I z p F - pQ �Q 43 4 - - - - - - - - Wes' m fin ® LZ O W m W ! ~ ' v o q' H OPP O g AND Q I2 I2 I O Lu552 ! 553 553 553 Lu Lu SEE DETAIL 0/551. z (SIM) FOR COL. TE BEAMONGRETE BEAM 5EE DETAIL C/551. BASE GONN. SEE DETAIL /551. SEE DETAIL D/551. SEE DETAIL C/551. rON .O.B = 15'-4" T.O.B.=15-4" - - - - -. -. -.-. -.-.- -. .-.-. 8" STEP WIbx40 T.O.S. = 15'-4" WIbx4 T.0.5. = 64" WIbx40 T.0.5. = 154" WI5x40 T.0.5. = 15'-4" b" STEP JI -- 51 G3 G3I. I HATCH I GONGRE EBEAM OA B.O.B. 10'-b" ROOF METAL DECK NOTE: = ROOF DECK SHALL BE 1 1/2" DEEP, 20 GAGE, TYPE "B" DECK, GALVANIZED (6-60), SUPPLIED IN 36 INCH WIDE SHEETS. PROVIDE MINIMUM OF THREE (3) CONTINUOUS SPANS. PROVIDE DECK AS HATCH INDICATES NOTE: REFER TO SHEET 53 FOR HIGH MANUFACTURED BY MARLYN STEEL DECK, INC., HATCH INDICATES CLERESTORY ROOF FRAMING OR APPROVED ALTERNATE DECK. MINIMUM WELD ! ARCHED GONG. BEAM ARCHED GONG. BEAM PATTERN SHALL BE 36/l. T.O.B. = Ib'=5" (5EE PLAN. T.D.B. = Ib'=6" (5EE DETAIL B/552. SIDE LAP FASTENING SHALL BE NO. 12 SELF DETAIL A/552. DRILLING SELF TAPPING HEX HEAD 50REW5 ® 12 INCHES O/C. I ! I I I I I I i SEE DETAIL "STEPPED GONG. INDICATES COLUMN MARK (SEE METAL DECK SPEC NOTES ON 5HT. 5N 2 FOR TIE BEAM AT CORNER OF WALL" NUMBER. SEE COLUMN ADDITIONAL REQUIREMENTS. ON SHEET 503. (TYPJ F-5CHEDULE ON SHEET 504. HATCH IN ICATE5 51 G�j G3 CONCRETE BEAM b" STEP Lr WIbx40 T.0.5. = 15'-4" WIbx4 T.O.5. = I5'-4" WISx40 T.0.5. = 15' 4" WIbx40 T.0.5. = 15'-4" I I ! �� I It -GO GRETE BEAM _ _ _ _ _ _ _ 8 STEP AO .O.B. = 15'-4" SEE DETAIL C/ 51 5EE DETAIL D/551. 5EE DETAIL / 51, SEE ETAIL D/551. 5EE DETAIL G/551. (SIM.) FOR COL. ONGR TE BEAM OA p BASE CONN. T.O.B. 15'-4" I O 12 12 ss3 o II 553 553 p m Lu Lu w w Ow w zw p q J5T. BEARING = -11 3/b" m 14' Lu SEE DETAIL 6551. JI V_ S51 Mil m 0 O -- wv w- ---- -- wU - - - --- -- wJ - - - - - - - - -- m p m p "� p� o- GONG. BM. B O b" STE ry ® ry ® ry T.O.B. = 15 -4" I , - -.- -.-. - -.- - . -. -.-.-. -. -.- -.- -. -. -. Q Q Lu 4 m Lu S51 w J5T. BEARING = I b 3/4" v I SEE DETAIL B/551' ^ JI zo SIM, _ - 552 HATCH INDICATES ARCHED GONG. BEAM T.O.B. = I6=5" (5EE DETAIL 15/552. NOTE: THE MAJORITY OF THE ON THE ARCHITE( TURLAL AND ARCHITECTURAL LAYOUT AND CONSTRUCTION OBSERVED DE5CREP DIMENSIONING AND 57RXTURAL SHOULD BE BROUGHT ARCHITECT IMMEDIATELY PLAN DIMEN510NING 15 PROVIDED DRAWINGS. 115E BOTH STRUCTURAL RAWING5 TOGETHER FOR BASIC OF TH15 PROJECT. ANY NGIE5 BETWEEN ARCHITECTURAL DRAWING DRAWING SCALE LAYOUT rO THE ATTENTION OF THE UPON DISCOVERY. O 0) N STEEL J015T FRAM 46 PLAN NOTES AND LEGE ol) = INDIGAT 5 WELDED TIE J015T, r , U_ SEE VET IL ON 5HT. 503. (TYPJ • v = INDIGAT 5 BOLTED STRUT m ui JOISTS. SEE DETAIL ON U) SHEETS 3. (TYP U.N.0) U.] JI =�INDIGAT 5 I"xl"xl/64" CONT. BOT. W a CHORD 13RIDOINO. .4 LOCATE AT BOT. c~n CHORD EXTERIOR PANEL POINT. z (TYP.U.NO) SEE DETAIL ON SHT. 503. O= INDICATE (1) ROW OF HORIZ. 4 I"xl"xl/b4" U) CONT. TO 6 BOTTOM CHORD BRIDGING. O V Z_ - INDICATE O- (2) EQUALLY SPADED ROWS r�C Y OF HORIZONTAL 4 I"A"064" GONT. TOP 4 Lu BOTTOM 6HORD BRIDGING. _ H O= INDICATE (3) EQUALLY SPACED ROWS z OF HORIZ NTAL,6 ININI/b4" GONT. TOP 8 BOTTOM 6HORD BRIDGING. Q 51 = SEE DET IL "5LOTTED BEAM CONN. AT GONG ETE OR MASONRY" ON 5HEE 504. (TYP. U.N.0) O= SEE DET IL "STEEL BEAM CONN. WHERE STEEL B =AM FRAMES INTO WEB OF STEEL COLUMN' ON SHEET 504 l = 5EE DETA L 'STEEL BEAM CONNECTION WHERE ETEEL BEAM FRAMES INTO STEEL COLUMN INEB AT ROOF" ON SHEET 504. O= 5EE DETA L 'CONNECTION AT BEAM 5PLIGED ABOVE OLUMN GAP PLATE." ON SHEET 5 4. O= 5EE DETAIL 'BEAM CONNECTION AT END OF MAS NRY WALL WITH DOUBLE FIN PLATE." ON SHEET 504. 2 0 N O r r M r O � 0 f- co � M c? CO114rl fl ti ( E O U O 0 00 �'' N W rn co 67 2, oo N N ,i LL 'a N O '0 Ch , o cu z Ncu C a -J v co c E U D Ln N = = .: cB ¢ L.LL.L50M0HQ W 0 Q a Z W o� Z M 3 rED Z -.I LU LL C Lu < r ca J m� a<Lu Z LIJ InU U w IL W � 4 J U Z J 0 Z W a, V o V D rr O V)j O J J cl) LL w Z 0 �O _j .1 U 1a. V = cl) W W W O N Z N 0 .................... Comm. No: 12010.00 Date:....,:...:.....,.0.1./ 1..6/ 14 ........ ..... Drawn ........... S F/ R MT Revised: TO THE BEST OF MY K OWLEDGE, THE PLANS AND SPEC,nCATI COMPLY �yffH T1 �E MIM VUM BUILDING CODES. i o MY C c m En En 11 a� (D r V) U a� .w STEP TIE E DECK ANC INTO 5OL11 4 b"x6"00" HOT DIP GAL A-301 ALL-1 0 16" 0/G, M) PRE-GA5T LI 5TRONG TIE INDIGATE5 A EXTERIOR Bf 5EE ARCH'L. BRICK 5TAC SEE DETAI DETAIL Al BRICK/BLC II STEEL STUB. II COL. II II J015T SEAT II ANGLE. II II II II II II II T SECTION EA. SIDE. nAu_nAn STEEL STUB COL. PER SHEET 52. 3/6" BASE PLATE IN/ TYP 4) 3/4" DIA. THRU rEANCHOR BOLTS. (2 A. 51DE OF COL.) WT3x1.5 EA. 51DE UNDER COL. GUT "T" 5TEM, A5 REG-0, 50 THAT "WT" $ BEAM FLANGES ARE FLUSH. (SHOP FABRICATE) 71STEEL BEAM PER PLAN. nAu_uAu NOTE: SEE DETAIL 0/551 FOR J015T SEAT ANGLE SIZE. J01 Si' 15EARI NS r;>r=TA1 L. A7 50770M Or- PAR71AL= HE I eH7 COLUMN Scale: 5/4" = 1'-0" TOP OF PARAPET 4 S��TION SSI Scale.3/4 I O TOP SOT. CONTINUOUS STEEL COL. PER PLAN. STEEL BEAM PER PLAN. .4 5"x5"0/5" x WIDTH OF — COLUMN W/ " 515" OU55ET R CENTERED (WELD TO FLANGE OF GOLUMN). JOIST EARINC :;>rz7A1L G AT CON71 NUOUS COLUMN S51 Scale: 3/4" = I'-0" 3 5EC71ON 5SI Scale: 5/4 - 1 O .. .. .. N, GROUT POCKET FLU5H TOP ADD BARS BELOW W/ TOP OF BEAM PRIOR 10 J015T POCKET. TO SETTING PARAPET PROVIDE 36" MIN, LAP BLOCK. W/ TOP STEEL EA. 51DE OF POCKET. OIL TOP OF BEAM EL.: PER PLAN J015T BEARING EL.: VARIES PER 5HAOING INDICATES PLAN. CONCRETE BEAM PER PLAN. PLACE STIRRUPS AT EA. SIDE OF JOIST POCKET. STIR. 5PAG I NG ' PER BEAM SCHEDULE JO 1ST FOCKE7 1:�r=iA I Li Scale: 5/4" = 1'-0" WTgx23 AT CANOPY HANGER F_ LOCATIONS. ATTACH TO WALL W/ (4) 5/4" DIA. THREADED ROD (2 EA. 510E) SET IN 51MP50N STRONG TIE "5ET" EPDXY. W' EMBED) I.. .I PROVIDE I" � I EDGE D15T. TO CENTER OF BOLT5. (TYP) PRE-ENGINEERED, PRE- FABRICATE ALUMINUM CANOPY BY OTHERS. PROVIDE (2) 5/4" DIA. THREADED I ROD DRILLED &" INTO WALL 8 SET IN 51MP50N 5TRON6 TIE "5ET" EPDXY. ANCHORS REPLACE MF6ER5 5000E5TED 1/2" DIA. x 3" POWER5 I •' • LOK/BOLT INTO BRICK AT REAR CLIP ANGLE. i i i L i I ' I I VENEER. TYP PER ARCHITECT. I I I NOTE: Ist COURSE OF JT. REINF. PLACED &" ABOVE TOP OF FOOTING. NOTE: SEE ARCHITECTURAL DRAWIN65 FOR DAMPPROOFING, MESH TYPE WEEP, INSULATION AND GENE CAVITY DETAILS. !K - Q &" 50LID GROUTED BLOCK AT FIRST TV40 GOAR5E5. (PER ARCH) L� Z: FILL CAVITY SOLID W/ GROUT BEHIND FIRST TWO GOAR5E5. IF REQUIR (P R ARCH.) MABONRY \/r=Nrzr=R =>r=iA I L. Ai fOUN=>A71 ON EXTEND 24" BEYOND EXTENT OF CANOPY. GROUT CELLS MONOLITHIC. SAW CUT WEBS A5 REGV TO PLACE REINF. BELOW iW(ATIES 2 #5 CONT. IN SOLID 6FtCri `T FILLED K.O. BLOCK KNIEE WALL EXTEND BARS ACA2055 ALL JAMB REINFORCING. NOTE: SEE 5EGTION 1/551 FOR TYPICAL NOTES. 3) SIM. W 3 *5 CONT. BEC71ON 5SI Scale: 3/4 - I -0 Scala: 5/4" = I'-O" 5EC71 ON S51 Scale: 5/4" = 1'-0" J015T BEARING/ TOP OF BEAM EL.: PER PLAN 4 b"xb"015" (4 3/4" GAGE) HOT DIP GALV. CONT. VJ/ 51b" A-501 ALL -THREADED R005 ® Ib" 0/0. MAX. DRILLED 6" INTO \ PRE-GA5T LINTEL 8 5ET W/ 51MP50N 5TRONG TIE 5ET" EPDXY. (TYP. U.N.0) INDIGATE5 ARCHITECTURAL EXTERIOR BRICK VENEER 5EE ARGH'L. 0W6's. FOR BRICK 5TAGK PROFILE. _ TOP OF PARAPET r SEE CONN. DETAIL ON 5D4 HEAD HEIGHT EL.: PER ARGH'L. SILL HEIGHT EL.: PER ARGH'L. TOP OF SLAB - — — — — — — EL.: 0'-0" SEE DETAIL A/551 FOR DETAIL AT BASE OF BRICK/BLOGK VENEER. I BUILDING SECTION NOTES 4 LEGEND. ( = POURED CONCRETE FOOTING PER PLAN. SEE 5GHEDULE ON SHEET SDI FOR 51ZE 8 REINFORCING. 2� = 4" CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2.0/ A2.0 W.W.M. REFER TO REOUIREMENT5 $ NOTES FOR SLABS ON GRADE ON SHEET 5N-1. O3 = SEE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 50I. ® = SEE "VERTICAL BAR 5PLIGE TABLE" ON SHEET 5D2 FOR SPLICE REOUIREMENT5. O = VERTICAL MA50NRY REINFORCING PER PLAN. SEE DETAILS 1,2, 4 3 ON 5HT. 5DI FOR BAR PLACEMENT IN CELL. ® = INDICATES HORIZONTAL MASONRY JOINT REINF. a lb" 0/G. MAX. SEE DETAILS ON SHEET SDI. O = &" OR 12" CONCRETE BLOCK. ® = SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR SILL REOUIREMENT5. ® = LINTEL HEADER OVER MA50NRY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR REGUIREMENT5. 10 = POURED CONCRETE BEAM PER PLAN 5EE 56HEDULE ON SHEET 50.2 FOR 51ZE $ REINFORCING. II = SEE DETAIL A/5D3 FOR STIRRUP SPACING OVER M.O.'s (TYPICAL) O = TYPICAL BAR J015T BEARING PLATE. SEE DETAIL ON SHEET 505. (TYP) 13 = STEEL J015T PER PLAN. 14 = MTL. DECK TYPE, GAGE, AND WELDING REG'MNT5 PER NOTES 8 ROOF FRAMING PLAN. 15 = Z 3"x3"xl/4" CONT. Ib = 2 #5 GONT. IN 5OLID GROUT FILLED K.O. BLOCK. 17 = SOLID GROUT CELLS a ALL BOLT LOCATIONS. I& = STEEL BEAM PER PLAN. Ig = 5EE DETAIL A/5D4 FOR CONN. OF DECK AT INTERIOR ROOF BEAM. 0 = INDICATES HORIZONTAL MA50NRY JOINT REINFORCING @ lb" 0/0. MAX. W/ 3/I6" EYE 4 PINTEL BRICK TIE A55EMBLY @ 16" 0/G. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (1.5 oz./50. FT) SEE DETAIL A/551. = PROVIDE 14 GA. GALV CORRUGATED 5TRAP5 AT lb" 0/C. EACH WAY (HORIZ. 8 VERT.) AT POURED CONCRETE. ATTACH IN/ 1/4" 0 xl 5/4" TAPGON MA50NRY ANCHOR. PROVIDE 3" MIN. CONTACT IN BRICK BED JOINT. ® = .4 3"x3"A/4" CONT. W/ 5/5" 0 A-501 THREADED RODS 16" 0/C. DRILLED 5" INTO MA50NRY s SET IN SIMP50N 5TRONG TIE "5ET" EPDXY. SENT PLATE 7x5"A/4" (L.L.V) CONT. 4 = I #5 GONT. IN SOLID GROUT FILLED K.O. BLOCK. W c6 rn N o 0 n co J w Q W U) m w w o_ a U) z T U) r' z V z Y a= w_ J z d 0 N 0 '- R � z O �'� Q �����coop B ov 0 O C? �NOP W C\j � U � `11� a) 2 N ^ -6 LL LL _0 M N to > O E2ppO i 0 Z _j ro F= 0 3 cA LL U_ 0 0- Cf) 0 Q E v Q. a c Z Z N iz Z W 3 ~ Z CIO W Q a � It It m V Lu V ~ IL a �t)�t)r53 z E M I W_ J UZ v♦ F_ W � V o v 0 cf) ~' OJo J J LL Z O _ Z 0 C J U a: 3� _>U a. = cl) W W W Z p N Z N U Comm. No: 12010.00 Date: 01/16/14 Drawn: SF/RMT Revised: AADDENDUM 12/05/14 g {TO THE ' HE, � ,.T TOP OF FT,. ?THE s ,�yml EL.: PER PLAN 0, I No 32713 t , E OF ; _ID`.�����` 5r=C7 ON I©2013� / P4�Y\INC SSI Scale: 3/4" �I THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENdINEERS. t SS1 a USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. � x tL BUILDING SECTION NOTES 4 LEGEND. CONCRETE BEAM BEYC PLAN. HOOK HORIZON' INTO ARCH POUR. mp CV Vd 0 rye ui v c N POUR BREAK NOTE: SEE ELEVATION B/552 FOR BALANCE OF SECTION 8 NOTES. 1-5/b"xlb" 6,0NORETE BEAM (2) #5 CON . TOP 8 BOT. ( A 1 =�r=7 L A7 CONCRETE ARCH Scale: 3/4" = I'-O" Hall— nan_nBu �F7A I I. A7 r-,,0NGRE7r= ARC>� Scale: 5/4" = 1'-0" TOP OF GONG. BM. EL.: 23'-4" — L— — — — — — — — NOTE: SEE SECTION 6/552 FOR TYPICAL NOTES. TOP OF SLAB — — — — — — EL.: 0'-O" TOP OF FT'G. LL.: t LK 8 S�G�ION SS2 Scale: 5/4" = I'-O" TOP OF GONG. BM. 5F.Gi10N, 552 Scale: 5/4" = 1'-0" NOTE: 5EE 5ECTION 8/552 FOR TYPICAL NOTES. TOP OF FT'G. EL.: PER PLAN Z b"xb"x3/8" (4 3/4" GAGE) HOT DIP GALV. CONT.-AlI 57T3" A-501 ALL -THREADED ROD5 ® Ib" 0/C. MAX. DRILLED b" INTO PRE-GA5T LINTEL 8 SET N151MP5C 5TRONG TIE "SET" EPDXY. (EXTEND 24" BEYOND 516N) Z 8"xb"xl/2" GUT TO AN 4 l"xb"xl/2" L.L.H. (4 3/4" GAGE) HOT DIP GALV. CONT. (ROLLED — TO RADIUS) W/ 5/b" 0 x 6" LONG HEADED 5TUO ANCHORS ® lb" 0/C. MAX. CUT HORIZ. LEG IN THE SHOP PRIOR TO HOT DIP GALVANIZING. SEE B/552 FOR DETAIL AT POURED ARCH. SEE DETAIL A/551 FOR OI = POURED CONCRETE FOOTING LIN H A R V Y PER PLAN. SEE 56HEOULE ON SHEET 501 FOR 51ZE & REINFORCING. O = 4" CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2.0/ W2.0 W.W.M. REFER TO REOUIREMENT5 $ NOTES FOR SLABS ON GRADE ON SHEET 5N-I. 3O = SEE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 5DI. ® = SEE "VERTICAL BAR SPLICE TABLE" ON SHEET 512-2 FOR SPLICE REQUIREMENT5, O = VERTICAL MA50NRY REINFORCING PER PLAN. SEE DETAILS I, 2, $ 3 ON 5HT. 5D1 FOR BAR PLACEMENT IN CELL. O6 = INDICATES HORIZONTAL MASONRY JOINT REINF. ® lb" 0/0. MAX. SEE DETAILS ON SHEET 501, 0 = 8" OR 12" CONCRETE BLOCK. ® = SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'5 ON SHEET 502 FOR 51LL REQUIREMENTS. - TOP OF RAKED BM. - I" E DE 0 ER MA50NR OPENING. SEE TYPICAL LINTEL EL.: VARIES FROM DETAILS OVER M.O.'5 ON SHEET 23'-4" TO 25'4' 502 FOR REOUIREMENT5. 10 = POURED CONCRETE BEAM PER PLAN SEE 56HEDJLE ON SHEET 5D2 FOR 51ZE 8 REINFORCING. II = SEE DETAIL A/503 FOR STIRRUP SPACING OVER M.O.'5 (TYPICAL) 14 0 = TYPICAL BAR J015T BEARING PLATE. SEE DETAIL ON SHEET a DECK BRG. SD3. (TYP) EL.: VARIES 13 = STEEL J015T PER PLAN. MTL. DECK TYPE, GAGE, AND WELDING REO'MNT5 PER NOTES 16 4 ROOF FRAMING PLAN. GROUT CELLS I5 = 4 3"x3"xl/4" CONT. -' _ MONOLITHIC. 2 #5 COW. IN 50LID GROUT 1.:' ' ~ - 4 EXTE D 24" FILLED K.D. BLOCK. BEY ND SIGN. I't = 50LID GROUT CELLS ALL BOLT LOCATIONS. 5 IS = STEEL BEAM PER PLAN. SEE DETAIL A/5D4 FOR XNN. OF DECK AT INTERIOR ROOF BEAM. 6 2�0 = INDICATES HORIZONTAL MA50NRY JOINT REINFORCING ® Ib" 0/0. MAX. 4 W/ 3/Ib" EYE & PINTEL BRICK TIE A55EMBLY @ lb" 0/C. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (1.5 ozJ50. FT) SEE DETAIL A/551. TOP OF CONCRETE EL.: I6'-8" = PROVIDE 14 GA. GALV CORRUGATED 5TRAP5 AT 16" 0/C. EACH WAY (HORIZ. r -i 8 VERT.) AT POURED CONCRETE. ATTACH N/ 1/4" � xl 314" TAPCON MA50NRY ANCHOR. PROVIDE 3" MIN. CONTACT IN BRICK BED JOINT. J HEAD HEIGHT EL.: 15'-4" ® _ .4 3"x3"xl/4" GONT, W/ 5/8" (P A-501 THREADED RODS a - -i ^TI (AT HIGHEST POINT 16" 0/C. DRILLED 5" INTO OF RADIUS). MA50NRY $ SET IN SIMPSON R N " Y SILL HEIGHT EL.: PER ARCH'L. TOP OF SLAB 5T 0 GTE SET EPDX . = BENT PLATE 7x5"xl/4" (L.L.V.) CONT. 2�4 = 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. ra rn N OC) 0 M J • C'3 Q W cn m cn o= W w o_ cn z cn Uz z Y CE wMCC D J z o= 0 N o r- o o' (b M O 6 z O ¢ d ����aoop v L9 O 6 m^ NILD � �' �N�110 r (0 o a7 W U N (D �O"1� N 72 a�o72-0Mrn N L� 72N E � 7 a N c o cu O z o C) a � co o = C� Oda)HQ 3 LLI 0 a C0C C Z W ZCD p tic m W c7 $ 3 Z .j . v W L a W J Q Q cc Q a: m a Lu m VvWsz� Z W �Lu a U) 10 m U � a o� m J V Zco J0 Z m � V o � co a: ~ 0 � J � w Z 0 — = Z C� c J U _ _cl) W LU a. W Z 0 N Z N V Comm. No: 12010.00 Date: 01� / 16 / 1p 4 Drawn:p^~ s F/....M.R (ViT...... Revised: AADDENDUM 1 2/05/14 DETAIL AT BASE OF 5 ITO THE sX1KoWLEDcE, 1-THIE PLANS AND CIFlCATiONS COMPLY WITH BRICK/BLOCK VENEER. THE�#,14 v eu��iNc_ TOP OF FT'6. w EL.: PER PLAN � � * .� No 32713* . I CENTERED UNDER L 2" BLOCK. 2I e4, 4f/ 6 5�. 7 1 �@ 2o'�' 552 Scale: 3/4" = I'-0" O 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. SS2 UNAUTHORIZED USE WILL BE PROSECUTED. kCaFiFiJ..X3:;3.9.0:. ^w93rw`k�:A�^.313Y A h._k_ JA9:3'. .„....ivP .eia`. 'Hkn �:.a9A�3hSP:. _..,V....:tlEi " ..s�.. u. i 1scNc5u�sY � "cA9r�WiTiY.YaW'a� "tt�mwv' R`i.+..t�w"�.iNATS'.vu'"a",a� 'e�'aV.Y'.mm1D[¢Ecm�'ar.�aYe awm�suan ..n...�......r m mn.n r.,,s_r:rs��.......................................:._.__....L _ _ ....._ —_. 0 N L6 v 0 0 U) c 0 U v c .B m to LO 07 ............ _. _......__..._._ __....._._..........__:._......._..._..__..._._...._._._._................................ ..._......_._....._..................._...... TRU55 BEARING/ . 7RU55 BEARING/ TOP OF 5TL. BM TOP OF GONG. BM. \ EL.: PER PLAN EL.: PER PLAN 3/5" x ( ONT. BEARING PLATE DOO5162-43 GALV. 0 PLATE W/ 5/8 cP x 6 LONG a ' I6" 0/C. MAX. HEADED 5TU05 a 12" 0/0. ` 553 / i (STAGGERED) 00TI50-68 GALV. � / CONT. TOP. 5005162-42 GALV. a 5EE 51LL $ HEADER/ NOTE: SEE SECTION10/553 FOR E I6" OIG. MAX. (BEYOND STEEL TRU55 DETAIL TO THE RF>7HT. PER PLAN. BEYONI TYP- AL NOTES. O - 6 IN FOREGROUND.) / PROVIDE DBL. 5TUD5 EA. / 51PE OF EA. OPENING. 500TI50-45 GALV. 5005lb2-43 GALV. / CONT. W/ 5005162-43. lb" 0/G. MAX. (NESTED.) , SOOTI50-b8 GALV. 15 CONT. BOTTOM. 50OTI50-43 GALV. 2 #5 CONT. IN EA. OF (2)�'� 14 � CONT. 50LID GROUT FILLED K.O. _ J015T BEARING/ TOP OF 5TL. BM. EL.: PER PLAN BLOCKS AT ELEVATION WHERE TRU55 BOT. CHORD INTERFACES W/ WALL. - TYPICAL SILL AND _ HEADER DETAIL NOTE: 57EEL 51W FRAMIN6 SHOWN INDICATES MIN. 51ZE-5, GAGE, - IS 4 5PAGIN6. SEE "LIGHT 6AU6E COLD FORMED STEEL DE516N 4 SHOP DRAWING" NOTE ON SHEET _ 5N-2. I� 5ECTION 553 Scale: 5/4" = I'-O" TO MATCH SLOPE OF 3/4" DIA. THRU TOP CHORD. (I EA. 51DE BOLTS. (2 IN E OF "T" 5TEM.) ANGLE SEAT) STEEL COL. PER - PLAN. DETAIL 7RU55 SEAT GONNEGTION ,47 WIDE PLANOE COLUMN Scale: 1 1/2" = 1'-0" PLATE b"xb"xl4 GA. GALV. CONT- W/ #12 SELF DRILLING, SELF TAPPING 5CREW5. (2 5GREW5 AT EA. FLUTE, EA. LEG) CONT. BENT PLATE I/4"x(b"xb` FOR DECK SUPPORT. EA. 1 1/2" a 12" 1/4" 5TEEL PLATE WELDED TO BOT-� OF "T" 5TEM. X, I RIDGE BM. PER PLAN. I GOPE TOP A5 REQ'D TO FIT AROUND "T" FLANGE. I" ry �5�/ITYP TYP ,x V //ZX,/ CONNECTION r�,7A I L. AT 7RU55 553 Scale: I I/2 - I -0 :E! PLATE 3/5"x8"x10" W/ (6) 3/4" DIA. x 5" ° LONG HEADED 5TUD5. N O 3/I6" 3" TYP 3 I6 3 RIDGE TUBE PER PLAN. R I :;>6E 5EAM J �MBr� i=L A7r= T" 553 Scale: 1 1/2" = 1'-0" C v � r oI LL / 5TEEL TRU55. LOCATION PER PLAN. SEE TRU55 PROFILE ON SHEET 54 FOR MEMBER SIZES $ CONNECTIONS. TYP 5" WIDE x 12" DEEP x 5/6" THICK EMBED R W/ (4) 3/4" 0 x 6" LONG WELDED 5TUD5. BREAK FACE SHELL A5 REQ'D TO SET EMBED PLATE. (Tl_� 5r=Gi1ON 553 Scale: 5/4" = 1'-0" Q 3/I6" 3" TYP 516 3' 1/4" 6U55ET fE's a 24" 0/0. (MAX.) NOTE; SHOP WELD BENT fE WITH GU55ET5. II 1/4" BENT fE CONT. FOR DECK SUPPORT. HORIZ. LEG TO MATCH 5LOPE. VERT. DIM. TO BE VERIFIED AFTER STEEL TRU55 15 FABRICATED TOP OF GONG. BM EL.: PER PLAN 6" 1�5" a 24" 0/G 6 3 0 24 0 G. TYP 3/&" x CONT. BEARING PLATE PLATE W/ 5/8" (P x b" LONG HEADED STUDS a 12" O/G. (5TA66EREO) 7.,>r=iA I L :;>r=CK 5UFFOR7 BE7NEEN 7RU55E5 Ai VNALL Scale: 1 1/2" = 1'-0" Q T6" 3" TYp 3/I3/I6 3" 1/4" 6U55ET fE's - a 24" 0/G. (MAX.) NOTE: SHOP WELD BENT fE WITH GU55ET5. 1/4" BENT fE ( ONT. FOR DECK 5)PPORT. HORIZ. LEG TO MATCH SLOPE. VERT. DIM. TO BE VERIFIED AFTER STEEL TRU55 15 FABRICATED. TOP OF 5TL. BM. EL.: PER PLAN 3/I6' 3" a 24" O/G 3/16' 3' a 24 O/G. TYp SETA I Li r:>EC#G 5UFFORT 5E7AEEN 7RU55 5 AT 57EE1. SEAM Scale: 1 1/2" = I'-O" RIDGE 5TEEL TUBE PER PLAN. I" CLEAR PROVIDE SLOT AT CONCRETE TYP3 I6" (TYP.) BEAM TO ALLOW 5TEEL TUBE 6 THRU CONTINUOU5LY. a ` . : 10 PLATE 3/5"xb"xl-5/8" W/ (2) 5/S" DIA. x b" LONG HEADED 5TUD5. 553 Scale: 3/4" = I'-O" _DING SECTION NOTES 4 SEND... POURED CONCRETE FOOTING PER PLAN. SEE SCHEDULE ON SHEET 501 FOR 51ZE d REINFORCING. 4" CONCRETE SLAB ON VAPOR BARRIER W/ bxb W2.0/ W2.0 W.W.M. REFER TO REQUIREMENTS $ NOTES FOR 5LA55 ON GRADE ON SHEET 5N-I. SEE DETAIL CONCRETE SLAB EDGE HAUNCH ON SHEET 5DI. 5EE "VERTICAL BAR 5PLIGE TABLE" ON SHEET 5D2 FOR 5PLIGE REQUIREMENTS. VERTICAL MASONRY REINFORCING PER PLAN. 5EE DETAILS I, 2, 4 3 ON 5HT. 5DI FOR BAR PLACEMENT IN CELL, INDICATES HORIZONTAL MA50NRY JOINT REINF. 0 16' O/G. MAX. SEE DETAILS ON SHEET 5DI. 8" OR 12" CONCRETE BLOCK. SEE SILL NOTE ON TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 50.2 FOR SILL REQUIREMENTS. LINTEL HEADER OVER MA50NRY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET 502 FOR REQUIREMENT5. POURED CONCRETE BEAM PER PLAN 5EE 5GHEOULE ON SHEET 502 FOR 51ZE $ REINFORGING. SEE DETAIL A/5D3 FOR STIRRUP SPACING OVER M.O.'s (TYPICAL) TYPICAL BAR J015T BEARING PLATE. SEE DETAIL ON SHEET 5D3. (TYP.) STEEL J015T PER PLAN. MTL. DECK TYPE, GAGE, AND WELDING REQ'MNT5 PER NOTES S ROOF FRAMING PLAN. .4 3"0"xl/4" CONT. 2 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. 50LID GROUT CELLS a ALL BOLT LOCATIONS. STEEL BEAM PER PLAN. 5EE DETAIL A/504 FOR GONN. OF DECK AT INTERIOR ROOF BEAM. INDICATE5 HORIZONTAL MA50NRY JOINT REINFORCING a lb" O/C. MAX. IN/ 3/I6" EYE 4 PINTEL BRICK TIE A55EMBLY a 16" 0/C. HORIZ. FIN15H TO BE HOT DIP GALVANIZED. (1.5 oz./50. FT.) 5EE DETAIL A/551. = PROVIDE 14 GA. GALV CORRUGATED 5TRAP5 AT lb" 0/G. EACH WAY (HORIZ. $ VERT) AT POURED CONCRETE. ATTACH W/ 114" 0 A 5/4" TAPGON MA50NRY ANCHOR. PROVIDE 3" MIN. GONTAGT IN BRICK BED JOIP 4 3"x3"x1/4" GONT. W/ 5/8" 0 A-501 THREADED RODS a 16" 0/G. DRILLED 5" INTO MA50NRY 4 5ET IN 51MP50N 5TRONG TIE "5ET" EPDXY. BENT PLATE 1"x5"xl/4" (L.L.V.) GONT. 1 #5 CONT. IN 50LID GROUT FILLED K.O. BLOCK. W rn Oq O n 0 CUw C7 w W= m cn w o_ Q z z C..)) Y w w_ z 0 �r N o Mr z O O 0t , F- Ia°op oO) O ,LN°p L ott��n mNc 11 w U a,00 M i N �� �C7a) -6 LL w o` i N- o d a0 > o 2 ,0 T i O - o � o o � c� o -o °) -o O W = z C7 JAY U 3 3 cn 0 LLLLL�Odc%)F--- Q o � Z a W Q N Z i N Cr ic c 3 W � Z � W LL CW cd Q(} CC Q Q : a p Z m W V V W a N N 0 N i aM W _! f V Z � `-0 = - Z W DV /on.) O ~ 00 J c U. Z Z O �0 �. V a. cl) W W a. W O N Z N U Comm. No: 12010.00 Date:... w. 01 / 16/°14 Drawn: s.F/m,,OeRMT,��� Revised: ADDENDUM 1 2/05/14 I P !MG, H LY WITH f No 32713 ' 1 OF tt I4 , �, ` # O 10A�G`���`\ I 5 GT I V I V I© 2A,'F1MyMID08�tLY INC. 553 Scale: 3/4" Y j THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. ( SS3 f USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY, UNAUTHORIZED USE WILL BE PROSECUTED.11 6 .. �v,^a.A'ia�astw¢�&n. F r.':aa'^«";.• .isi.�cauKttSS:a.`. aL�"�`R.3�xasmm..�tt.-:_-w..,.,...�..r�....��:�:,.-...........,.................................._.._..__ ...........t 3�fwTu.�`�e9ax. 4 g NEOPRENE E.J. FILLER. PROVIDE VERT. REINF. IN GROUTED CELL EACH 51DE OF JOINT. (REINF. 51ZE PER PLAN). TRU55 TYPE HORIZONTAL MA50NRY WALL JOINT REINF. 0 16" 0/C. (CUT AT CONTROL JOINTS). \ 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. r::�E!TA I L■ TYP. NIABONRN' CONTROL■ JOINT NO 5GALE: CORRECT GRAGK WRONG I��T� I � R I NPORC�M�NT SPL I C5 NO 5GALE: =�ETA I L PRrzr-A5R I CATE!I> CORNER5 I$ 7EF.5 NO 5GALE: 5ECTI0N "X"-"X" Q w In w z�j0 Lu z QrO::3 Z X O TIE BEAM REINFORCING SHALL RUN CONT. ACROSS CONTROL JOINT. BREAK CONTINUITY OF CONTROL JOINT. HORIZONTAL MASONRY JOINT REINFORCING AT CONTROL JOINT. Z;>ETA I L HORIZONTAL MA50NRY JOINT Rr=INPORCEMENT AT CONTROL, JOINT NO SCALE: 0: T TIE BEAM PER PLAN. T LINTEL HEADER OVER MA50NRY OPENING. SEE TYPICAL LINTEL DETAILS OVER M.O.'s ON SHEET SOX FOR REQUIREMENTS. 1 1 1 1 I I I I — — — — — — — — — — — — — — — — PROVIDE 1/2 THE OF DOWEL5 TER REQ'D. M.O. IN S< CELL AT EA. 51C (ONE BAR MIN. E FROM FOUNDATI BEAM. 2 #5 CONT, IN 10i GROUT BLOC FILLED K.O. . I I I I I I I I 001,IIEL TER BY REGV I II II I II I II II I II TYPICAL WALL REIN II I II II I II PER FOUN I II II I QUANTITY dINATED BY )LID GROUTED E OF M.O. �. SIDE) )N TO TIE ANATED .O. DOWEL (VERT. FJ LAYOUT DATION PLAN. J rn FOUNDATION PER PLAN. F—ii TYP I CAL I� I AC RAMMAT 1 C SETA I L OF H\IAC ROOM HALL DUCT PF.NETRATION W. LINTELS $ VERT. HALL RE I NFORC I NC M. NO SCALE: (WHERE M.O. 15 SPECIFICALLY NOT f..' DETAILED OTHERWISE). (') INDICATES DEPTH OF 5AW GUT REFER TO REQUIREMENTS FOR PROVIDE SEALANT AS SPECIFIED 5LA55 ON GRADE ON SHEET SN-I. ON SHEET 5N-I. BLADE OF SAW THICKNESS GONG. SLAB PER PLAN OR SECTION. z Z� Q =� 7 4 A � a a a a Q CONTROL. JOINT I:;�r=TA I L_ NO SCALE: (1) BAR IN A 5OLI12 GROUTED CELL. DOWEL OUT OF FOUNDATION. HOOK INTO ROOF TIE BEAM. MAX. SPACING BETWEEN FILLED CELLS PER PLAN. • = KEY ON PLANS. o U O = INDICATES PARTIAL HGT. DOWELS FDN. TO SILL AND OR HEAD TO ROOF TIE BEAM. =>E7A I L AALL■ RE I NPORC I Ne TYf=F. NO SCALE: 1 1/4" CLEAR TYPICAL. (2) BARS IN A 50LID GROUTED (ELL. DOWEL OUT OF FOUNDATION. HOOK INTO ROOF TIE BEAM. ■ ■ = KEY ON PLANS. =>r=7AIL AALL Rr= I Nr-ORC I Ne TYPE NO SCALE: 1 1/4" CLEAR TYPICAL. :2 ELLS. NOTE: VERTIAL REINFORCING DOWEL OUT OF FOUNDATION. C 51ZE B 5PAGING PER PLAN. HOOK INTO ROOF TIE BEAM. ■■ ■■ = KEY ON PLANS. I>r=TA I L. AALL. Rr= I NPORC I N6 T`I'Pr= NO SCALE: EXTRA PIECE, EXTEND 2' BEYOND WINDOW BOTH' Iz— O � O ®z L� Z X �I EXTRA PIECE, EXTEND 2 -� BEYOND WINDOW BOTH ENDS. EXTRA PIECE, EXTEND 2'-0" BEYOND WINDOW BOTH ENDS. TOP COURSE. ELEV. TOP OF SLAB ELEV. TOP OF FOUNDATION NOTE: PROVIDE AT LEAST (2) REINFORCED COUR5E5 ABOVE OPENINGS. :;>r=TA I L .JOINT Rr NPORCEMr=NT AALL A 1 TH OPEN I NC 5 RUNN I NC BOND NO 5GALE: OF COURSE. ELEV. TOP OF FOUNDATION I::�ETA I L. JOINT RrEI NPORCrEN�ENT HALL A 1 TH !MALL N 1 TH NO OPF.N I NC 5 RUNN I NO 5ON:o> NO SCALE:: �R NOTE: PROVIDE 3" GONG. z COVER TYPICALLY EXCEPT 2" COVER AT FORMED EDGE. (1) #5 CONT. z (2) #5 CONT. a i VAPOR BARRIER.-----y r;'ETAIL CONCRETE 5LAB EZ�Crz HAUNCH NO SCALE: "5` = STEP DEPTH PER PLAN. � lljl—II��III�II�i— VAPOR BARRIER. "T" = SLAB THICKNESS 3 x "T" PER PLAN. 1:�ETA I L TYP I CAL RECE55 IN 5LA5 NO SCALE. 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 II PER PLAN. TYP I CAL 5LA5 ON C RAISE CONTROL JOINT I;�r:TAIL NO SCALE: GOLD JOINT. LINE OF GONG. COVER POUR TOP OF FOOTING BELOW. COLUMN BASE R BELOW. " 3" CLEAR MIN. (TYPICAL) TYP I CAL■ SL■ a ON 5RAI>r= CONTROL JOINT I>TA I L. NO SCALE: SEE PLAN OR COLUMN CONCRETE SLAB SCHEDULE FOR COLUMNTIT THICKNE55 PER PLAN 5IZE 8 TYPE. 8 SECTIONS. GOLD JOINT. CONCRETE SLAB ON VAPOR BARRIER. a BASER +ANCHOR POURED CONCRETE FOOTING BOLTS PER PLAN. PER PLAN. SEE 50HEDJILE ON THI5 SHEET FOR 51ZE AND ilmm Err a REINFORCING. 3" CLEAR (MIN) GONG. COVER AT PERIMETER OF BASE fE. X SECTION SDI NO SCALE- PER "MEP" DRAWING5 1 1/2" CLEAR INDICATES COVER (TYP MEGH'L. UNIT. 10" THICK SLAB. SEE / FOUNDATION PLAN FOR 51ZE 8 5PAGIN6 OF REINFORCING. SLAB ON GRADE , PER PLAN. TOP OF 5LA13 - o EL.: V-0" TH I CKENI> CONCRETE 5LA5 AT MECHANICAL UN I T5 NO SCALE: NOTE: PROVIDE 3" CONCRETE COVER NOTE: AT ALL STEEL BELOW GRADE. CENTER FOOTING BELOW STEEL COLUMN (TYP. U.N.0). SEE PLAN OR COLUMN SCHEDULE FOR COLUMN 51ZE 1 TYPE. SEE TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL, TH15 BASER +ANCHOR SHEET. BOLTS PER PLAN. ° PROVIDE 1 1/2" NON -SHRINK, ° NON-METALLIC GROUT LEVELING ry 1/2" THICK R. BED WDEL. NUTS ON ANCHOR k, A // BOLTS. f e,Ma.h TOP STEEL PER ■ ° �T�ET��'� W I I (IF REQUIRED) W 0 ° J BOTTOM STEEL PER FOOTING SCHEDULE INDICATES 3" GONG. COVER, BOT. 8 SIDES * I I/4" I I/4" POURED CONCRETE FOOTING ' INDICATES 2" MIN. PER PLAN. SEE 50HEDJJLE GONG. COVER ABOVE LENGTH ff WIDTH PER FOOTING SCHEDULE. ON SHEET 501 FOR 51ZE 8 TOP STEEL. REINFORCING. NO SCALE: 5PR A 00T I NO 5CH :�UL MK. SIZE DEPTH REINFORCEMENT NOTES HFI6 I6" GONTINUOU5 I2" THICK (3) #5 BOTTOM CONT. WF24 24" CONTINUOUS I2" THICK 3 #5 TOP BOT. GONT. #3 STIRRUPS ® 24" 0/C. MAX. WF50 50" GONTINUOU5 12" THICK 3 #5 TOP BOT. CONT. #3 STIRRUPS @ 24" 0/C. MAX. CF48 4'-0" X 4'-0" 16" THICK 5 #5 EACH WAY BOTTOM CF60 5'-0" X 5'-O" 16" THICK 6 #5 EACH WAY BOTTOM 2" GONG. COVER ALL REINF. BELOW GRADE. PLACE Ist TWO TIES AT GLA55 "B" TEN51ON LAP I/2" NORMAL SPACE. TIES. PROVIDE CORNER BA 5 AT TOP AND BOT, 5TL. TO MA rrH BAR COLUMN REINF. 51ZE 8 COUNT OF MOREHEAVILY — - REINFORCED FOOTING FRAMING DOWELS. INTO JOINT. Q I/2 TYPICAL POURED CONCRETE FOOTING p TIE SPACING. PER PLAN. SEE SCHEDULE LLI- LL, ' SHEET 501 FOR 51ZE 8 Lu s = REINFORCING. TOP OF FOOTING ° EL.: PER PLAN TOP STEEL PER fZ J � � FOOTING SCHEDULE. UJ ° (IF REQUIRED) FACE OF CONCRETE ` a a FOOTING. BOTTOM STEEL PER FOOTING 50HEOULE ■ INDICATES 3" GONG. FT'G SIZE AND REINFORCING COVER, BOT. t SIDES NOTE: PER PLAN AND SCHEDULE. ** INDIGATE52" MIN. ■ CENTER FOOTING BELOW GON(. COVER ABOVE WIDTH CONCRETE COLUMN (TYP. U.N.0). TOP STEEL. (DEPTH 8 WIDTH PER FOOTING SCHEDULE) �/� �///�� I�ETA I L CONCRETE FVTI NC r;�ETA I L CONCRETE f'40071 NC5 CORNER RE I NFORC I NC CONCRETE COLUMN RE I NP'ORC I NC NO 50ALE: NO SCALE: CONCRETE SLAB THICKNE55 PER PLAN 8 SECTIONS. CONCRETE SLAB ON VAPOR BARRIER. - TOP OF 5LAB ------- ------- EL.:0'-0" � d v Lu 5" OR 12" GONG. > p BLOCK WALL. TOP OF FT'G EL.: PER PLAN J) z a o �' _ , POURED CONCRETE FOOTING v PER PLAN. SEE SCHEDULE ON N THI5 SHEET FOR 51ZE AND LuREINFORCING. _j Q ~_ 3" CLEAR NOTE: v (OVER (TYP.fl CENTER FOOTING BELOW ALL = Lu MASONRY WALLS WHERE NO m p 51ZE PER PLAN BRICK VENEER 15 5HOWN v (TYP.11.N.0) AND SCHEDULE => TA I L CONT 1 NUOUS CONCRETE f0071 Ne NO SCALE: i, W 1,4" W = WIDTH OF WALL L REINF. PER FT'G SHEDULE. Q z ■ J III Q VAPOR BARRIER. I6" (MIN) ►NF = W + 5 >_ 16" WF I�ETA I L CONCR=T= 5LA5 HAUNCH NO 5GALE: CLASS "B" TEN51ON LAP. IL Q J z O N z w [fl - FACE OF CONCRETE kn FOOTING. PROVIDE CORNER BARS AT TOP AND BOT. 5TL. TO MATCH BAR 51ZE A COUNT OF MORE HEAVILY REINFORCED FOOTING FRAMING INTO JOINT. NOTE: PLACE CORNER BAR5 ON TOP OF OR BELOW CONT. J0 rn OR OCD r` UJ 0 M M LL Q W � m w w a Q z cn Uz z Y w_ J z Q 0 NOTE: PLACE CORNER BARS ON TOP OF OR BELOW CONT. N LONGITUDINAL REINF. o o Mo Z O NOTE: ALL CONTINUOUS BARS ARE M o Q TO EXTEND TO WITHIN 3" coMN 000'o to oN o " O OF EXTERIOR FACE OF FT'G. °' r -' �� r�C4 N w C� p �� 07 r_ CV N 2 ~o -2 E M�2 N LL O o_ 5Ito`�r J co >, U coo Q p = U O L fB g Lu w ..::................ ............ MF W..... ..... .... . ... --... ... N Q J FACE OF CONCRETE FOOTING. INDICATES MIDDLE BARS PER FOOTING SCHEDULE. INDICATES MIDDLE BARS PER FOOTING SCHEDULE. FT'G 51ZE AND REINFORCING PER PLAN AND SCHEDULE. FACE OF CONCRETE FOOTING. a o � a Z W p '�i k Z0) r�-2 3 LZ W r Z J .00WWU. C W Q r CIS J J a Z coLu V V W W IL �� C.4 �q N ln co LONGITUDINAL REINF. i- I>ETA I L CONCRETE rOOTI N6 I NTr=R5r=CT ON a NO SCALE: INDICATES (1) VERT. BAR J EACH 51DE OF STEP.co (FDN. TO TIE BEAM) 411 4„ Z "Z " BARS TO MATCH ■ O Z W LONGITUDINAL REINF. '' REBAR 51ZE 8 QUANTITY PER SCHEDULE. GLA55 "B" TEN51ON TOP STEEL HIGH 51DE TO TOP STEEL LOW SIDE. D 0 a 0 A(�—) LAP (TYP.) ° (—�) V ° O 0 Q X -, Q INNER Z _ / 0 FOOTING DEPTH PER SCHEDULE. w �, �0 �U j BOT. STEEL HIGH 51DE TO BOT. STEEL LOW SIDE. (Z) oco TOP STEEL PER - ° ,� W W W 0 SCHEDULE. N Z N U CLASS "B" TENSION * INDICATES 3" GONG. DIAGONALS BARS. SIZE 8 QTY. LAP (TYP.) COVER, BOT, d SIDES ... - ... _ ... .,..,.. TO MATCH LONGITUDINAL REINF. (TOP STEEL HIGH 51DE TO BOT. (Z) 2'-0" (MIN.) ■* INDICATES 2" MIN, Comm. No 12010 00 STEEL LOW SIDE) GONG. COVER ABOVE Date: 01 / 1 6/ 1 4- TOP STEEL. ... ..... ........ TYP I CAL STEPPED P00TI NC RE I NFORC I NC i� TAIL Drawn: _..:........SF/ .::.RMT NO SCALE: 'Revised: 2 #5 x 4'-0" LONG. PLACE I" CLEAR FROM - TOP OF SLAB. PROVIDE CHAIRS TO MAINTAIN BAR PLYWOOD BULKHEAD BY PLACEMENT DURING POUR. FORMWORK CONTRACTOR. 00WEL5 PER PLAN. INTERIOR CORNER X / X a OF SLAB ON GRADE. — — — — /Mimi G 2, (TYP.) _T (TYP.) — — — — - LONGITUDINAL REINFORCING SHALL RUN ....................:........ To THE sEST of IdY KoOSWLEDGE, TIME"" PLANS AND SPECIFlCAl10NNS COMPLY yyrtH; SLAB OPENING COLUMN, - - CONTINUOUS ACROSS JOINT OR EXTEND A FULL GLA55 "B" TEN51ON LAP BEYOND '�+E MINIMUM BUILDING CODES. WALL PENETRATION ETC. BULKHEAD. FOUNT>ATION COLD l�ETA I L CRACK CONTROL STEEL AT JO I NT I�ETA I L INTERIOR CORNERS OF SLA5 ON CRA>�E NO SCALE: NO SCALE: 02013 HARVARD JOLLY, INC. CO THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. ISM USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. — —i 0 N L6 0 0 IL 'v (D 0 v 0 U) 0 ad -o Ist LAYER TOP STEEL 2nd LAYER TOP STEEL (IF REQUIRED) NOTE: TO SPLICE AT MID -SPAN AND HOOK INTO SUPPORT N.N.OJ p v p a i MIDDLE STEEL (IF REQUIRED) � W F fl z w La I 5TIRRUP5 PER SGHEDULE NOTE: PLACE Ist STIRRUP AT _ 1/2 NORMAL SPACE CLEAR FROM N FACE OF 5UPPORT 2nd LAYER BOTTOM STEEL (IF REQUIRED) Ist LAYER BOTTOM STEEL NOTE: WIDTH I,AT SUPPORTS (U.N.0) GONG. STRENGTH : 4000 P.5.1. REBAR GRADE: A615 bO 7%'F I CAL CONCRETE BEAtN4 DATA 1 L NO SCALE: TOP OF CONCRETE BEAM ELEVATION PER PLAN 8"xlb" POURED GONG. TIE BM. a W/ 2 #5 TOP, 2 #5 BOTTOM #3 STIRRUPS ® 24"0/G #3 5TIRRUP5 0 6" O/C OVER OPENINGS. (Ist STIR. ® 3" BEYOND SUPPORT FACE) VERTICAL WALL REINFORCEMENT TO EXTEND INTO TIE BEAM W/ STANDARD AGI 10° HOOK. DETAIL T*10F I CAL CONCRETE T I E AM (TOE' ALL MASONR"' HALL U.N.O.) NO SCALE: In � R LA SCHEDULE 3000 P.S.I. COMPRESSION LAPS CLASS "B" TEN51ON LAPS CLATOP RBNFORGOG LAP(A) S STRUGT. ELEMENT N.A. ALL OTHER SPLICES FOOTINGS THICKER THAN 12" BAR SIZE REOV. LAP (IN.) REOV. LAP (IN.) REOV. LAP (IN.) 5 1.2 16 21 4 15 22 28 5 16 21 55 6 I q 52 42 7 22 55 4q 5 25 45 56 q 25 45 63 10 52 55 16 11 55 71 q5 GONGRfi R I NORC I NO EAR LA SCHEDULE f G= 4000 P.S.I.TOP COMPRESSION LAPS CLASS "B" TENSION LAPS GLA55 "B" TEN51ON LAPS REINFORCING O STRllGT. ELEMENT N.A. ALL SPLICES NOT APPLICABLE TH15 JOB BAR SIZE REO'D. LAP (IN.) REOV. LAP (IN.) 5 12 16 I5 4 15 Iq 24 5 16 25 50 6 I q 51 40 22 42 54 8 25 55 71 q 25 6q 10 10 52 55 114 11 55 105 140 =?ETA I L T4TOF I CAL CONTINUOUS CONCRETE BEAM NO SCALE: LE6F_N2: T"(F. CONT. BEAM 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.) �D STANDARD A.G.I. HOOK DE CONTINUOUS TOP BARS (F GONTINUOJS BOTTOM BARS () TOP REINF. 15 DEFINED A5 HORIZ. W/ MORE THAN 12" OF FRE5H GONG. GA5T BELOW THE SPLICE LOCATION. (CIE) TOP REINF. 15 DEFINED A5 HORIZ. W/ MORE THAN 12" OF FRESH GONG. GA5T BELOW THE 5PLIGE LOCATION. TOP STEEL ADD BARS (H 25 OR 25LI UNLE55 NOTED OTHERWISE I I/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.) PROVIDE GLA55 "B" TENSION LAP. (1 #5 VERT. IN GROUTED CELL EACH SIDE OF JOINT (MIN.)) VERTICAL REINF. PER PLAN. NOTE: REFER TO DETAIL TYPICAL MA50NRY CONTROL JOINT. ALL HORIZONTAL TIE BEAM REINFORCING SHALL RUN CONTINUOUS THROUGH G.J. VERT. JOINT FROM TOP OF FOOTING TO TOP OF TIE BEAM. (5TAGK BONDJ DTA I L CONTROL JOINT AT MASONR`I' T I r= 5r=AM NO SCALE: STANDARD 0100 A.G.I. EXTEND HOOKS TO OUTBOARD HOOK LENGTH (b" (MINJ REINF. TOP, BOTTOM, 8 MID. NOTE: PLACE CORNER BAR ON TOP OF OR MASONRY LAP. (SE BELOW CONT, MA50NRY NOTES ON 1'-0" () LONGITUDINAL REINF. SHEET 5N 2.) I I o III I I I II I - I II I 1 I II I 17 1 II 1 1 - o -� - 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. Q ~O z W/ 5TO. AGI 100 HOOK = TOP, BOT., MID. _ z un LU AT TOP. - PROVIDE CORNER BARS AT TOP AND - z z w BOTTOM STEEL (MID. HEIGHT 5%. IF = Q Qkn _ APPLICABLE) TO MATCH BAR 51ZE - _ 1 = I 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 NIABONRY 5EAM INTERSECTION NO SCALE: 12" * MASONRY LAP. (SEE MA50NRY NOTES ON 5TO. 900 A.G.I. HOOK SHEET 5N 2) 11 LENGTH 6" (MIN.) EXTEND HOOKS TO OUTBOARD REINF. _ t, PROVIDE CORNER BARS AT TOP AND BOTTOM STEEL TO MATCH BAR 51ZE - OF LARGER LONGITUDINAL REINF. _ NOTE: PLACE CORNER BAR ON TOP - OF OR BELOW CONT. LONGITUDINAL REINFORCING. INDICATES 12" TO CONT. w O w 0 LONGITUDINAL REINF. s s `;< 43 D p z NOTE: REQUIRED LENGTH OF CORNER BARS. -A o s W EXTERIOR TIC INTERIOR TIE BEAM z oLu t-- ,44 ookn NOTE: BLOCK TO BE `T' INTERLOCKED. (RUNNING BOND), TYPICAL. IF CELLS ARE NOT REINFORCED 8 50LID GROUTED, FILL CELLS #5 VERT. (MINJ W/ MORTAR A5 BLOCK 8 5TRAPS IN EACH CELL. ARE BEING LAVED. r ` 14 GA. HOT DIP GALVANIZE METAL STRAPS 0 16" O/C. #5 (MIN) VERT. IN SOLID, , GROUTED ADJACENT CELLS W/ #2 TIES ® Ib" O/C. UNLE55 NOTED �" OTHERWI5E. ALTERNATE WALL PETAL WALL DETAIL WHERE WHERE BLOCK 15 NOT BLOCK 15 NOT INTERLOCKED NTERLOGK D j (W/ VERTICAL No VERTICAL RE I NFORG I NG.) R I NI=ORC I N�.) NOTE: THESE DETAILS ARE NOT TO BE U5ED WHERE LOAD BEARING AND NON -LOAD BEARING WALLS INTERFACE. NON -LOAD BEARING WALLS BEAR'ON "HF" SLAB HAUNCH FOOTINGS. D TAIL 7Y1= I CAL MASONR*' TIE 5AM AND AALL 1 NTR5ECTION5 NO SCALE: 2 #6 CANT. IN 50LID GROUT FILLED K.O. BLOCK. POUR MIDDLE COURSE MONOLITHIC. 2 #b CONT. IN 501-I0 GROUT FILLED PRE AST, PRE-5TRE55ED GONG. LINTEL. ONT. IN 50LID FILLED K.O. ONT. IN 50LID FILLED PRE-GA5T, rRE55ED GONG. 2 #5 WK. IN 5OLI0 GROUT FILLED PRE-GA5T, PRE-5TWr5 GONG. LINTEL. M.G.'s FROM M. 0.15 FROM M.O.'s LE55 THAN 4'-0" 151-011 TO t2 -0 4 -011TO 5 -011W =WIDTH WALL NOTE: PROVIDE THE SAME KO. BLOCK QTY. 1 REINFORCING AT SILL (PER PLAN d SECTIONS) CONDITION AS LINTEL AT HEAD OF MD. 71'F I CAL L I NTI!L DETA I L5 OVER MASONRY OPEN IN l 50-2 NO SCALE: RE I N ORC D CONCRETE *1 SCHEDULE REF. WIDTH LONGITUDINAL REINFORCING STIRRUPS MARK ELEV. T.O.B. X DEPTH NOTES REMARKS CONT. GONT. CONT. TOP ADD BOT. ADD SIZE SPACING TOP MID. BOT. BARS BARS OR B.D.B. ® PER 7 5/5"xlb" 2 #5 2 #5 #5 24" O/C. PROVIDE #3 STIRRUPS @ 6" 0/C. PLANABOVE M.O.'S GREATER THAN 4' Oil © PER 7 5/8"xl6" 2 #5 2 #5 2 #5 #5 24" 0/G ADD BARS TO BE SET BELOW JST. PLAN BEARING ELEVATION. SEE 5/551 VARIES X 2 #5 2 #5 #5 24" O/C. TOP OF CONCRETE BEAM VARIES 16" (MIN.) FOLLOW SLOPE OF ROOF DECK. PER PLAN 11 5/511xl6" 2 #5 2 #5 #5 24" 0/C. 0 VARIES 11 5/5" x 16" (MIN.) 2 #5 2 #5 #3 24" 0/G TOP OF CONCRETE BEAM VARIES FOLLOW SLOPE OF ROOF. O PER 1 5/5"x20" 2 #5 2 #5 #3 24" 0/G. PROVIDE #5 STIRRUPS @ 010/G. PLAN ABOVE M.O.'S GREATER THAN 4'-0" O PER 15/5"x15" 2 #5 2 #5 #5 24" O/C. PROVIDE #5 STIRRUPS @ 6" 0/C. PLAN ABOVE M.O.'S GREATER THAN 4'-0" O PER 7 5/5"xlq" 2 #5 2 #5 #5 24" O/G PROVIDE #5 STIRRUPS @ 6" 0/G. PLAN ABOVE M.O.'S GREATER THAN 4'-0" P VERT I CAL f5AR 5FLICE ROU I RMNT TAL BAR SIZE LOCATION OF BAR SPLICE H/5 FROM TOP OR H/5 FROM BOTTOM MIDDLE THIRD OF WALL HEIGHT #5 45d BAR = 0.625x45 = 50 IN 12d BAR = 0.62502 = 45 IN #6 48d BAR = 0.15x45 = 56 IN Ud BAR = 0.150x12 = 54 IN #1 48d BAR = 0.515x45 = 42 IN 12d BAR = 0.515x72 = 65 IN z w Lu J W z v In 0 z 0 U- J J LL 0 _ U w _ I I I I I I I I I 1 II i WALL ABOVE IF APPLICABLE. II II I 11 I FLOOR FRAMING MEMBER. -TIE BEAM. s W uo O F— O 0 = a- IL 43 xWz J W o�Ck LL LL z U_ y -1 w m � Lu _ LL�� O O Cp � ° =m mO =m _ I I I I I i I I 1 II I WALL ABOVE IF APPLICABLE. II II i I I TOP OF FT'G. NOTES: I. H = HEIGHT OF MA50NRY 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 5PLIGE5 OUT OF MIDDLE THIRD OF WALL HEIGHT. D TAIL 7%r=. MA50NR`I' \/ART. R INr- NO SCALE: NOTE: ALIGN LAP BARS VERTICALLY TO FACILITATE VERTICAL REINF, w v GROUT FLOW. SHALL HOOK INTO Q TOP OF TIE BEAM. #4 VERT. SPACER BARS x 6" LONG ® 6'-0' 0/0 MAX TIED -' TD LONGITUDINAL BARS. CONT. KNOCK OUT -. _ BLOCK W/ 2 #5 GONT. 3/4' CLEAR AND 50LID GROUT CONSOLIDATED W/ INTERNAL MECHANICAL VIBRATOR PROVIDE #4 CHAIR BAR HORIZ. x 4' LONG 0 6-0" 0/G MAX. TO NOTE: PROVIDE 'U' ' - MAINTAIN CLEARANCE LINTEL BLOCK ABOVE IN PRECAST LINTEL. MASONRY OPENINGS. KNOCK OUT HOLE IN END VERT. REINF. PER PLANS 8 NOTES WT. OF LINTEL. TO ALLOW NOTE: VERT. REINF. CELLS SHALL FOR PASSAGE OF VERT. BE 6ROUTED WITHIN 1/2" OF BOTTOM REINF. (LINTEL REINF. OF BEAM PRIOR TO PLACING BEAM PER LINTEL. DETAIL A/502) BEAM REINFORCING. DETAIL 51 NCLF COURSE MA50NR1' TIE 5EAM ANr?/OR ill NDOA SILL NO 5CAL.E: rY NOTE: ALIGN LAP BARS Q VERTICALLY TO FACILITATE w VERTICAL REINF. v GROUT FLOW. SHALL HOOK INTO N TOP OF TIE BEAM. -_ $4 VERT SPACER BARS x 12" CONT. KNOCK OUT BLOCK W/ 2 #5 CONT. AND SOLID GROUT CONSOLIDATED W/ INTERNAL MECHANICAL VIBRATOR. NOTE: PROVIDE 'U LINTEL BLOCK ABOVE MASONRY OPENINGS. KNOCK OUT HOLE IN END FLOOR FRAMING MEMBER. -TIE BEAM. FINISH FLOOR TOP OF FT'G. 5" DEEP x WIDTH OF WALL RS. BOT. OF LINTELrI. EL.: PER ARCH.1' PROVIDE 5" (MINJ BEARING. GONG. MASONRY BLOCK. LONG 0 6-0' 0/0 MAX. TIED TO LONGITUDINAL BARS. 5'-0" (MAX.) M.O. VERT. REINF. PER PLANS 8 NOTES10 NOTE. VERT. REINF. CELLS SHALL BE GROUTED WITHIN 1/2" OF BOTTOM OF BEAM PRIOR TO PLACING BEAM BEAM REINFORCING. 3/4" CLEAR PROVIDE #4 CHAIR BAR HORIZ. D TA I L LOURED CONCRETE LINTEL BOT. OF LINTEL TO ALLOW x 4" LONG ® 6-0" O/G MAX. TOR WALL Oi�N I NC 15DJGNT FOR PASSAGE OF VERT. MAINTAIN CLEARANCE //�� /� I ,I /� REINF. (LINTEL REINF. IN PRECAST LINTEL. A TO CONCRETE AALL COLUMN. PER LINTEL DETAIL A/502.) SD2 NO SCALE: DATA 1 L DOUBLE COURSE MABONRY T 1 E BEAM AND/OR Jul I N:OCA SILL NO SCALE: CO THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENOINEERs. USE OR COPY OF ALL OR ANY PORTIONS I0 BY CONTRACT ONLY. UNAUTHORIZED UOE WILL BE PRO,OECUTED. I. — rn CR N d O M UJ C7 0 m W � W w a Q z � z U� Y act w ry J Z Q 0 d- N O r O OM` zz _ 1--- CA" 0d U 001 9-Ir6 cDNn ncgCD U0 O L7M NN -10? W O�Np�f9~ 0 Co N — O n _ O -aa 0 O m z cu CO JAY coca EO (n U _ui u- u- 0 0- cn f— � O Q E 0 Z V W ZN o�m tic m W M 3 LZ r Z J LL W Q r, � ZLu LIJ ��ci a Z onU W�o� 0~ N 10 0) 3 Q J U Z —0 J — Z W D u Q ♦D V O CD 0 J ~ cf) J10 LL Z J Z w co �O �U cr W W W Z 0 NZ NU Comm. No: 12010.00 Date: 01 16� 14 Drawn: SF/ RMT Revised: TO THE BEST OF MY Kill PLANS AND SPECIFlCATIO�NS CO THE MINIMUM BUILDING CODES. © 2013 HARVARD JOLLY, INC. SEE DETAIL TYPICAL STEP IN TIE BEAM DETAIL TH15 SHEET FOR BEAM REINF. PATTERN. CONCRETE TIE BEAM PER PLAN. WELD PECK TO ANGLE N/ 518" I$ FUDDLE YqELD5 -ROOF SLOPE PER ARCH. b" olo. METAL DECK PER PLAN. 4 ...... L4 5"ZNI/4" CONT. N/ 5/5" 0 bit \\—VERTICAL HALL REINF.--�� PER PLAN 4 DETAILS. ANCHOR BOLTS 0 Ib" 010. MAX. L t;I`ETAIL TNII"""'FICAL E1�6E ANC LE AT STEFF`Er� TIF. 5EABM SCALE: NO 50ALr- WELD BRIDGING TO J015T (TOP CHORD) 4 CONT. ANGLE. 4 INI"x1lb" CONT. TOP 6 BOTTOM CHORD BRIDGING. .4 5"x3"xI/4" N/ (2) 3/4" 0 EXPAN51ON BOLTS H/ b" EMBEDMENT OR 3/4" (P x Po" LONG ANCHOR BOLT N/ 5" HOOK. AIL T"'III""'FICALL "K" 5ERIE5 5TEEL JOST 5RCISINO ANCHORASE NO SCALE: CONCENTRATED LOAD WELD 2`x2NI/4" FROM LOCATION Tyr- OF LOAD TO NEAREST PANEL POIN, (ON OPP051TE CHORD OF J015T). TYFI STEEL J015T PER PLAN. CONCENTRATED LOAD r�ETAIL ...10157 HANISIER (Rr=INr-ORCE14F.N7) NO 5rALF-: NOTE: PROVIDE FOR CONCENTRATED LOADS OF 100 LB5. OR MORE. STRUT J015T = JOISTS ON COLUMN TO BE BOLTED TO BEAM FLANGE (2) 5/5" 0 A-301 BOLTS FOR "W 5ERIE5 J015T5. (2) 5/4" 0 A-301 BOLTS FOR 1W 5ERIE5 J015T5. PROVIDE BOT CHORD EXTENSION. WELD TO BEAM NEB (ANGLE 51ZE TO MATCH BOT. CHORD 4's. (EXTEND BOTH BOT. CHORD 45) W 7YFICALL STRUT J0157 41 7 1 E J0157 r;IE7AIL 0` W ui a c 0 NO SCALE: Vttt,,IELr;1 PA77ERN5 56" WIDE SHEETS 24/6 PATTERN METAL i�ECK AEL.17� PATTERNS 24" 1^110)E SHEET .4 II/4"xI 114"0/16' ( ONT.— N 1/4" E 6465ET5 0 16'0/0 (MAX.) EDGE ANGLE PER 5E( TION5. J015T SEAT OR TOP CHORD EXTENSION. 518" (P FUDDLE IAELD5 b" O/c. (MAX) MTL. PECK TYPE, CAGE, AND WELDING REG'MNT5 PER NOTES a ROOF FRAMING PLAN. STEEL J015T PER PLAN. APPLIES MERE BOTTOM RIB OF DECK 15 NOT PRESENT FOR SUPPORT AND HELPING. PETAIL �IAFHRAISIM TRANB�Efk NO SCALE: COLUMN REINFORCING. - INDICATES 1/2 TYPICAL TIE SPACING. Top OF BEAM AT ROOF \-MA50NRY TIE BEAM PER PLAN. SEE SCHEDULE FOR SIZE I REINF. (REINF. TO RUN CONTINUOUS THROUGH COLUMN. TIE5, 1�ETAIL 7YPICALL COLUMN AT MASONR`It"o TIF. 5F.AM AT ROOr- NO SCALE: COLUMN REINFORCING CAGE OF COLUMN ABOVE. Lu TIE5, — "AlII II < -1 006 LEG BARS TO INSIDE OF COLUMN 2N ......... .......... .......... ................ ........... ........... ............. ............... ....... __ FOR LAP. TOP OF BEAM .... . ............... ............. . ....... ____ ............ . ......... ....... ...... ........ ................. ........ . ........ . ........... .......... ................ ........ ........ x < .............. ............... ............... ...... ............. .......... ......... .. ............ ................... ... ... �.. I.. I ... - , 0... _. � ........ . . ...... ...... ... .. ..... ... ............ . . ... ........... \-MASONRY TIE BEAM PER PLAN. SEE SCHEDULE FOR 51ZE 4 REINF. (REINF. COLUMN REINFORCING. TO RUN CONTINUOUS THROUGH COLUMN. INDICATES 1/2 TYPICAL TIES. TIE SPACING. 1�E7AIL T"YFICAL COLUMN AT MA50NIRY 71E 5r:ABM NO 5CALF: r _L_� L L _j L 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. 7NY""FiCALL. STEEL JOIST HORIZON7AI. BRI1�eINO NO SCALE: AT BEAMS MERE BAR (MIN) J015T5 HAVE EXTENDED 311b it 1/ 511 (MIN) TYP OR CANTILEVERED EN05 CENTER BEARING IE ON STEEL J015T PER BEAM. PLAN. i24� 411�1,2 PLATE LJ DETAIL 5"x8'0/5" BEARING F. H/ (2) 5/8" 0 x b" LONG 5TUD ANCHOR5, �E7AIL "K" 5E!RIr:5 57rzr=L J0157 5EARINe PLATE A7 CONCRETE 5EAM NO 50ALE: 1 1/2 N 1 1/2 L,-I 1/2" PLATE DETAIL BREAK WIRE TIES L005E FROM CAGE TIES (STIRRUPS) $ FORCE TOP STEEL LONGITUDINAL BARS TO RUN IN51DE OF ANCHORS. I 1/2"xl 112'x3l8' BEARING 1E V41 (4) 5/8* (P x b' LONG 5TUID ANGHOR5. FLN FLMI. ZIF-L IiVIVv. Pill. 5,01HEDULE FOR 51ZE It REINF. r;>ETAIL 7rFICALL I IK I I 5F.R1r=5 STr=r=L JOIST f=LA7E A7 a" CONCRETE 5EAM PROVIDE TIGHTER STIRRUP SPACING PLACE STIR. 6 b" O/C. FOR 16" BM. 10" O/C . FOR 24" BM. PLACE FIRST STIRRUP @ TIE BEAM PER 1/2 SPECIFIED 5PAr.INr7 PLAN. 5HA011I 57 AND REINF. TINICATE POURED CONC. OF M.O. (PER P IBM. AT HEAD AN) . . . . . . . . . . . . . . . -xxxx, X, x ..... ...... ...... ............. PRE -CAST LINTEL OVER M.O. PER DETAIL 13/502. (H) = 4'-0" OR LESS. r r?ETAIL CONCRETE 5r:AM 571RRUP 5FACINC-7 REOUIRMENT5 OVER Y.O.'e, NO SCALE: -HOOK COLUMN BARS AT EXTERIOR COLUMNS ONLY. TOP OF BEAM AT ROOF I t A _-S \-POURED CONCRETE BEAM _N PER PLAN. SEE SCHEDULE FOR 51ZE 4 REINF. COLUMN REINFORCING. TIES. INDICATES 1/2 TYPICAL TIE SPACING. ::>E7AIL. 7""'rFICAL. COLUMN A7 CONCRETE 5EABM A7 ROOF NO SCALE: COLUMN REINFORCING CAGE OF COLUMN ABOVE. j LLI TIES. A DOG LEG BARS TO U-1 -mm. - I — Lu INSIDE OF COLUMN kn - - FOR LAP. TOP OF BEAM I t 1 1 \_POURED CONCRETE BEAM PER PLAN. SEE 56HEMLE FOR 51ZE 4 REINF. COLUMN REINFORCING. TIES. INDICATES 1/2 TYPICAL TIE SPACING. r:;IETAIL 7"'tIt""'FICALL COLUMN AT CONC. 5M. NO SCALE: • INDICATES COLUMN REINFORCING GAGE SEE PLAN FOR FOR COLUMN ABOVE. COLUMN SIZE 4 REINFORCING. Q A 1 1/2' \_o INDICATES 000 LEG - LEAR REINFORCING FROM COLUMN BELOW. SECT ION ''A'' - COLU`I`ttt,,iti`I1`N A7 r-LOOR 5FLICE NO SGALE: NOTE: PLACE CORNER BAR ON TOP OF--\ OR BELOW CONT. LONGITUDINAL CONTINUOUS LONGITUDINAL REINFORCING. REINFORCING. STANDARD 100 A.C.I. HOOK LENGTH MIN.) CD ) CLASS "B" 12" cC'� ITEN51ON LAPo r Ce) Uu_ PROVIDE HOOK BARS AT TOP D AND BOTTOM STEEL TO MATCH 7-1 k D : cn BAR SIZE OF LARGER LONGITUDINAL Lu X REINFORCING. Lu Q lu uj —CONTINUOUS LONGITUDINAL V) REINFORCING. PROVIDE HOOK BARS cn INDICATES 12" TO CONT. AT TOP AND BOTTOM Q� LONGITUDINAL REINF. STEEL TO MATCH BAR SIZE OF LARGER LONGITUDINAL REINF. :;>F.7A I L AST CONCRETE 5EABM 1N7BR5F.C7ION Lu ot NO SCALE: Oct :D z PZ < II PR VI AR I o 4 QUANTITY TO MATCH HORIZ. HATCHING INDICATES REINFORCING IN TIE BEAM c14 POURED CONCRETE. V41 A( I STD. qOo HOOK EA. 0 END. 0 co 01 - mo "ot c's E < 0 go, o? 'CS STEP IN TIE BEAM. z] "t C? 1'� tc"- &01 Lo SEE PLAN. (&"OR 75 LLI IR -1 ?il 0 F n TIE BEAM REII <7 LESS.) .2 d) a) 1? 01 2) ',o :3 E 0 cm 0 LL PER PLAN OR -co 1 10- co SCHEDULE. 0 a) 0 cu CD a: co (D co _,.4 0- ul 0 PROVIDE CORNER BARS TO co 0- E Lu cu co V 0 cn I- LL U_ MATCH LONGITUDINAL BARS.. ........ . ............................. ........... ...... r IL VERTICAL WALL REINF. PER PLAN (HOOK INTO TIE BM) IF j 21-0-1 MIN. ol 1�E7AIL 57EFFE::> CONCRETE % 71E 5EA`1`v1 A7 CORNER Of VNALL (5TEP5 LE55 THAN g?") NO SCALE: ITBAR V41 ACI SM. qOo HOOK EACH END. PROVIDE IT' d BARS 51ZE t QUANTITY TO MATCH HORIZ. HATCHING INDICATES REINFORCING IN TIE BEAM. POURED CoNCRETE. --------- 7 J TIE BEAM REINF' STEP IN TIE BEAM PER PLAN OR II LI VARIES. SEE PLAN. SCHEDULE. 7 L >-PROVIDE CORNER CARS TO MATCH LONGITUDINAL BARS.:: .7 II II VERTICAL WALL REINF. PER H PLAN (HOOK INTO TIE BM.) BAR Vil ACI 5TV. qOo HOOK EA. END. 1�ETAIL. 57EFFE=> CONCRETE 71 E 5EAM A7 CORNER OF AALL (57EF5 =>EEFER THAN a 11) NO SCALE: V l I -IN I I'M I NOTE: TIE BEAM REINF. SHALL NOT BE 015CONTINUED AT CONTROL 112" CHAMFER STRIP JOINT. 1 #5 (MIN.) VEI%T. IN GROUTED CELL EACH 511PE OF JOINT. A SEE DETAIL TYPICAL VERTICAL JOINT FROM TOP MASONRY CONTROL OF FOOTING TO BOTTOM JOINT. OF TIE BEAM. r�r-7`AIL CONTROL JOINT A7 CONCRETE 71E AM NO SCALE. 4 COUNT OF TIE BEAM LONGITUDINAL REINF. =>E7AIL 74'rFICAL 57EF IN 71E BEAM NO SCALE Lu z (j) 0 z It ui C-) zuj z LL CW co <d Lu a: z c* C5 LL, W z W C.4 cr) 1-: !7d 10 co 3: z 0 z Lu � U o � 0 .1 c if) 0 co co (L W Lu CL ui Z 0 NZ NU ....... ... ................... Comm. No. 12010.00 :. Date. ........................... .................. :: Drawn: SF/ RMT Revised: ............. ....................... . ... . ....................... . . :TO THE BEST OF IrIY KNOWLEDGE, THE ::PLANS AND SPECIFICATIONS COMPLY WM :THE MINIMUM BUILDING CODES. NO SCALE: lei d- 0 N L6 ui v 0 2 d A 'v a� 0 E GONG. BEAM PER PLAN. 3/4" (P OR 1/6" (P x 6" LONG HEADED 5TUD5. SEE DETAIL 5TANOARD BOLT GLll5TER TABLE "Y" FOR FACE R 8 QTY. OF ANCHORS. STEEL BEAM PER PLAN. 3 I6 TYP (2) 3/b" FIN R 8 3/4" A THRU BOLTS. REFER TO DETAIL (TYP) FRAMED BEAM CONNECTION TABLE "X NOTE: PROVIDE QUANTITY AND DIAMETER OF HEADED STUD TO MATCH BOLT REQUIREMENT OF TABLE "Y". 1�E7A I L BEAM CONNECTION AT EN1� OF MA50NRY HALL Val/ i7OUBLE FIN PLATE NO SCALE: STEEL BEAM STEEL BEAM PER PLAN. PER PLAN. I IELM SEE FRAMED BEAM I I CONNECTION DETAIL ° IN I PER TABLE "X" ° I I o O O I INDICATES CENTER OF STEEL COLUMN WEB THICKNESS. I CONT. STEEL COLUMN PER PLAN. STEEL E PER PL STEEL BEAM PER PLAN. SEE FRAMED BEAM CONNECTION DETAIL PER TABLE "X" INDIGATE5 SIDE FACE OF STEEL FLANGE COLUMN. GONT. STEEL COLUMN PER PLAN. r;�ETA I L 57EEL BEAM CONNECT 1 ON AHERE BEAM FRAMB5 I N70 GOLoUMNI AE5 NO SCALE: TEEL BEAM ER PLAN. EE FRAMED BEAM ONNECTION DETAIL ER TABLE "X" i CENTER OF �LJMN WEB :EL COLUMN STEEL BEAM PER PLAN. SEE FRAMED BEAM CONNECTION DETAIL PER TABLE "X" INDIGATE5 51DE FACE OF STEEL FLANGE COLUMN. CONT. STEEL COLUMN PER PLAN. 1�E7A I L STEEL BEAM CONNECTION AHERE BEAM FRAMES I NTO COLUMN WEB AT ROOD NO SCALE: STEEL BEAM PER PLAN. CONT. STEEL PER PLAN. ZAMED BEAM '.GTION DETAIL (ABLE "X" BEAM 'LAN. i>F.TA I L COLUMN CONNECT 1 ON AT INTr=R5r=C7ION AT 5Tr=EL BEAMS NO SCALE: OL. ID II II II �516" 6ST EEL BEAM PE,R PLAN.IIII PROVIDE WEB STIFFENERS r TO MATCH COL FLANGE BELOW (3/5" R MIN) DBL. BACK TO BACK 4 CONN. SUBMIT SHOP DW65 FOR APPROVAL. (REFER TO TABLE "X" ) STEEL BEAM SEE PLAN OR COLUMN PER PLAN. I SCHEDULE FOR COLUMN 51ZE 8 TYPE. SHEAR SPLICE LOCATION PER PLAN. I::�ETA I L. CONT I NUOU5 BrzAM 5HEAR 5PL. I CE NO SCALE: PROVIDE WEB STIFFENER EA. 51DE- OF STEEL BM. STIFFENER TO MATCH WALL THICKNE55 OF TUBE COLUMN BELOW (3/8" R. MIN) 3 16" 6 STEEL BEAM PER PLAN. I PROVIDE 1/2" GAP R W/ (4) 3/4" 0 A-325 BOLTS (U.N.0) SEE PLAN OR COLUMN SCHEDULE FOR COL. 51ZE 8 TYPE. i;>ETA I L TUBE COLUMN CONNECT 1 ON AT CON7INUOU5 ROOF BEAM NO SCALE STEEL BEAM STEEL BEAM PER PLAN. PER PLAN. SEE FRAMED BEAM CONNECTION DETAIL PER TABLE "X" 1/2" CAP R W/ (4) 3/4" (P A-325 BOLTS U.N.O. SEE PLAN OR COLUMN 56HEOULE FOR COLUMN 51ZE 8 TYPE. SETA I L CONNECT 1 ON, AT BEAM SPL I CEr::� ABO\/E COLUMN CAP NO SCALE: r�, 73 I6" STEEL BEAM PER PLAN. PROVIDE WEB 5TIFFENER5 MATCH THICKNESS OF FLANGE OF COLUMN BELOW (3/&" R MIN) PROVIDE 1/2" GAP R W/ (4) 3/4" N A-325 BOLTS (U.N.0) SEE PLAN OR COLUMN SCHEDULE FOR COL. 51ZE 8 TYPE. 1>E7A I L COLUMN CONNECTION AT CONT 1 NUOU5 ROOP BEAM NO SCALE CONC. BEAM PER PLAN. 3/4" 4� OR 1/5" R x b" LONG HEADED 5TUD5. SEE DETAIL STANDARD BOLT CLU5TER TABLE 'Y' FOR FACE R 8 QTY. OF ANCHOR5. STEEL BEAM I TYP PER PLAN. Ib' 3/b' FIN R 8 3/4' 0 THRU BOLTS. REFER TO DETAIL (TYPJ FRAMED BEAM CONNECTION TABLE "X". (CENTER fE ON FACE E.) 1;�E7A I L BEAM CONNECTION AT ENS OF MASONRY HALL Val/ 5 I NC LE F I N PLATE NO SCALE: II II II II II II it II II II II II II II II II II II it II II II T II II II II II II 1/2" GAP R I I I I R PER TABLE "W" —IIIII1IIIIIII —I — IIIIIIIIIII II IIIIIIII • og, IIIIIIIII IIIII SLOT OLUMN. F_ Wv NOTE: PROVI DE 3/4" CL r- wm 1 1 A-325 BOLTS.N W I I c�I Inp ►urilll, I I I I I• I I I I I I I L I I I I I I I i \-V4 x BEAM I I 1 I I I I I I I I I I I I I I I I I CONTINUOUS I I I COLUMN. I I I I I I -TAEL E I I I w 1 11 BEAM SIZE NUMBER OF THRU BOLTS REO'D SIZE OF OF PLATE TA WELD WBx,W 10x 2ROWS 6"x515 W 12x,W 14x 3ROW5 q'x3/8" 3/I6" W 16 x 4 ROW5 12" x 3/8" 5/I6" W 18 x 5 ROWS 15" x 5/8" 5/I6" W 21 x 6 ROWS 15" x 3/8" 5/I6" W 24 x 7 ROWS 21" x 515 5/I6" W 27 x 8 ROWS 24" x 5/5" 5/I6" W 50 x q ROWS 27" x 7/16" 3/8" W 33 x 10 ROWS 50" x 7/16" 3/8" C;>ETAIL BEAM CONNECTION AT 5L.077E ;� TUBF. COLUMN NO SCALE: DBL. 4 3N5 1/2"x5/I6 x LENGTH (WELD TO BEAM) v�� d � Z Lu S w m�0 I.0 m TYP W x BEAM (COPE FLAN6E(5) TO FIT) W x BEAM NOTE: PROVIDE 3/4" A-325 BOLTS. T A B L I I x II BEAM SIZE NUMBER OF THRU BOLTS REQUIRED LENGTH DBL. CLIP ANGLE (IN.) W8, WIO 2 ROW5 5 1/2 W12, W14 3 ROWS 8 1/2 WI6 4 ROWS II 1/2 W18 5 ROWS 14 1/2 W21 6 ROWS 17 1/2 N24 7 ROWS 20 1/2 W27 8 ROWS 23 1/2 W30 q ROWS 26 1/2 W33 10 ROWS 2q 1/2 NOTE: CONNECTIONS SHALL GOVERN ONLE55 DETAILED OTHERWI5E ELSEWHERE. SETA I L TYP I CAL PRAM :;> STEEL BEAM CONNECT 1 ON NO SCALE: DOUBLE 4 3"x5"x5/Ib" SLOTTED HOLES NUTS FINGER TIGHT AND TACK WELDED. STEEL BEAM PER PLAN. ---------------------- ---i =POI II I V b o I I o I I I _ J 74 L— — — — — — — — — — — — — — — — — — — —/ SEE DETAIL STANDARD BOLT GLll57ER TABLE SEE BOLT GLll5TER DETAIL FOR BEAMS L MA50NRY HALL. (THIS SHEET) 3>E7A I L BL.OTT=:� BEAM CONNECT I ON AT MASONRY OR CONCRETE NO SCALE 4" (P A-3b ANCHOR BOLTS 5" (P A-36 ANCHOR BOLTS )R BEAMS W21 OR GREATER. cn 2"x5/I&"xb 1/2" (MIN) BEARING V FACER BARS. cn b" (MIN.) NOTE: VERIFY W/ FRAMING ANGLE 8 BEAM SIZE. SEE TABLE "Y" FOR APPLICABLE DATA. TA5LEII II NO. BEAM SIZE NUMBER OF FACE PLATE ANCHOR BOLT REQUIRED LENGTH ❑4 W8, W10 2 ROWS (4) 5/4" (P BOLTS 5 1/2" WL2, W14 3 ROW5 (b) 5/4" 4) BOLTS 8 1/2" li]WI6 4 ROWS (&) 5/4" (P BOLTS II 1/2" 10 W1a 5 ROW5 (10) 5/4" (P BOLT5 14 1/2" W21 6 ROWS (12) 5/4 (P BOLT5 17 1/2" 14 W24 1 ROWS (14) 3/4 W BOLT5 20 1/2" I6 W27 & ROW5 (I6) 1/&" (P BOLTS 23 1/2" 18 W30 I ROW5 (IS) 1/5" 0 BOLTS 26 1/2" W35 10 ROW5 (20) 1/5" (P BOLTS 2q 1/2" NOTE: I. WHERE DEPTH OF POURED TIE BEAM 15 INADEQUATE TO EMBED BOLT CLUSTER, PROVIDE POUR TO NEAREST COURSING TO AGCOMODATE BOLT CLUSTER. 2. WHERE ANCHORS ARE SET IN MA50NRY WALL5, FILL BLOCK CELLS WITH CONCRETE AT GOUR5E5 W/ BOLTS AND TWO COURSES BELOW. 1>C—TA I L. 5TANI>AR:om> BOLT CLUSTER NO SCALE: z w w K w m w d D- cn d- 3/4" 0 A-301 THREADED ROD.- -1/95" (P A-301 THREADED ROD - FOR BEAMS K21 OR GREATER. " FACE 1 1/4 1/&" ±1 1/4" b" MIN. 11 VERIFY W/ FRAMING ANGLE 8 BEAM SIZE. INSTALLATION NOTES: I.) AT HOLLOW BLOCK WALL5, DRILL IN b" MIN. 8 SET THREADED ROD IN (90 MESH CARBON SCREEN TUBES W/ 51MP50N STRONG TIE "5ET" ADHESIVE. 2.) AT EXI5TIN6 POURED IN PLACE GONG. DRILL IN b" MIN 8 SET ROD IN SIMPSON 5TON6 TIE 'SET" ADHESIVE. 3.) FOLLOW MANUFACTURER5 INSTALLATION IN5TRUCTION5 FOR DRILLING, REMOVING DRILL DUST FROM HOLE5, ETC. 4.) SEE STANDARD BOLT CLUSTER DETAIL TABLE 'Y' FOR NUMBER OF BOLTS 8 FACE PLATE SIZE. IOTA I L 5TANi?ARr;1 BOLT CLUSTER AT EXIST. MASONRY V4ALL OR CONCRETE TIE BEAM NO SCALE: COLU11oIN �CUL CLERESTORY TOP OF STEEL = PER PLAN z S LOW ROOF TOP OF STEEL = PER PLAN X 1z X x ui x TOP OF FOUNDATION ELEV. PER PLANS 12N12"x3/4" 12NIVA" COLUMN BASE PLATE (4) 5/4" 0 A.B.'s (4) 3/4" A.B.'s 8 ANCHOR BOLTS () COLUMN MARK GI 62 G3 X REFER TO FOUNDATION PLAN FOR LOCATION OF COLUMN MARK NUMBERS 5/5" (P FU51ON PUDDLE NOTE: REMOVE ANY 8 WELDS 0 b" 0/C. ALL CONCRETE FROM SURFACE OF STL. ANGLE 4 4"x3"x1/4" GONT. (L.L.H.) W/ PRIOR TO PLACING 8 5/5" 0 ANCHORS 0 16" WELDING DECK. O/G. MAX. ROOF DECK SEE PLAN FOR TYPE. 3" 1` JI TIE BEAM PER SCHEDULE. 1> TAIL. ROOF BECK CONNECTION AT INTERIOR BEAM NO SCALE: 5/8" 0 N510N FUDDLE WELDS 0 b" 0/0. MT . DECK TYPE, GAGE, AND LDING REQ'MNT5 PER NOTES 8 ROOF FRAMING PLAN. JIZEJ �DIMEN51ON VARIES DEPENDING UPON CAMBER BUILT INTO ROOF ADJACENT TO JL BAR J015T OR TRU55. (MIN.) 1/4" THICK ANGLE 58 LENGTH OF INDIVIDUAL ANGLE PIECES TO BE8"x2" (MIN.) GONG. RAKED DETERMINED IN FIELD.BEAM W/ (2) #5 CONT. TOP 8 BOT., #3 STIR. 0 24" 0/0. „„„0. NP 3/I6" 3' 0 2" 04 4"x3"xI/4" (MIN.) (L.L.H.) REQUIRE LONGER VERT. LEG) W/ 5/5" (P ANCHORS 0 16" O/C. �- W m O� r N O 0 U� w c� p W� m �■■�� W I- UI a act I- v7 z oC Z U� Y w_ J Z Q 0 N o r o or z O o�m �'�oo U ���ti�o E 00 In Lo Lo M N � �' W °iNp��hrco o U N6°,c°� pC 1 E TOM�0m=, �N=o��M �O LL o 0 000 m z 5 T a m o � a Eco U = 0 c/) he Ii Li � O co 0- u) 1- LL, Q o Q Z O Z ZW cz M 3 Z (9;LL J � W J J I j Q Z < uj m U V LU W� Z IL �Nto�tS3 (MAX.) 1>ETA I L. ROOP =>ECK � I AFHRACSM � CONNECTION Ar;> JACF.NT TO BAR ,J01 BT Q ALTERNATE PROVIDE 5/5" 0 FU510N PUDDLE WEL05 0 b" 0/6. ALL DECK TO ANGLE AT PERIMETER OPENING. STEEL J015T 2'-O" x 2'-0" OPENING SEE PLAN FOR FINAL SIZES. J 5/4" 0 BURGLAR BAR5 0 Z b" 0/0. (MAX.) (ONE WAY). O Z .43"x5NI/4" (4 SIDES) 0 OPENIN65 THRU STEEL M I W a W ROOF DECK. D PROVIDE 5/6" (P FU51ON PUDDLE WELD5 0 6" 0/C. ALL U O DECK TO ANGLE AT O Q PERIMETER OPENING. J ~ �- Z 316 TYP. E10 ' J � w O Z co � O PER PLAN. v L E10 U 3"x4NI/4" (L.L.V.) ( 4"x4"xl/4" 0 5'-0" 5PAGING). FULL DEPTH � = co E10 I & TOP CHORD. W O BOTH E D S, N ♦ , BOTH ENDS. V .. .. ��TA I L TYP I GAL ROOP OPEN I N� Comm. No: 12010.00 NO SCALE: <Date: :0 1 /:1 6/ 1 4 ................. FOR BIDDING ONLY. Drawn SF/ RMT INCLUDE MATERIAL FOR N 3'-0" 5OUARE FRAMES W/ HEADERS IN ADDITION TO TH05E 5HOWN ON PLAN. TYP TYP TYPICAL EDGE ANGLE CONNECTION AT ROOF W/ CONT. SUPPORT 3/I6" TYP rTHE MINIMUM BUILDING CODES. ( ) WELD ACRO55 FULL WIDTH OF BO H (*) WELD ACROSS FULL WIDTH OF BOTH P /� /� OUTSTANDING LEGS OF BOTH TOP OUTSTANDING LEG5 OF BOTH TOP r EE AIL. NO 5 H E A R 7A 5 CONN. CHORD ANGLES. CHORD ANGLES. NO 56ALE: TYPICAL EDGE ANGLE TYPICAL DECK ANGLE CONN. ©2013 HARVARD JOLLY, INC. ... CONNECTION AT ROOF AT NON CONTINUOUS SUPPORT. AT NON CONTINUOUS SUPPORT. WHERE WALL EXTENDS ABOVE ROOF THESE DRAWINGS & THEIR CONTENT RE THE O E PROPE RTY OF WEBER & TINNE P.A.TRU T R L EN EERY.:: SD4 USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. LIFE SAFETY LEGEND . ........ .. ; .......... z.._ • H w LL_ J Q N N s ,I ::::................... ...... .............. ....... . ..... ....:........ .... ..... ...... .. .. .. I 74' L . f...: .... .. I . L — — — ...— .............................................. .. ?. . ................ .. ................... .. - ..-...... ......... - --- ...... ..... ........ — .....:...... ........................... .. ... :.........------� .............. _ r----� ..... :_... I I ...... , — —I ......... -- l F------ I I I I.........: I I II --- .; ....E I IF I ---� :.., II `I L----'-`J II L----�::..._.--_— J .� :. —•—•—•—•—•— ONE HOUR FIRE 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/ Z DIRECTION ARROWS (IF INDICATED) —� (SEE ELECTRICAL DRAWINGS) ® ILLUMINATED EXIT SIGN, SINGLE FACE W/ DIRECTION ARROWS (IF INDICATED) —� (SEE ELECTRICAL DRAWINGS) FAA FIRE ALARM ANNUNCIATOR ( DRAWINGS) SEE FIRE ALARM DRAWI S 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 DRAW & 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 DEV BE LOCATED IN THE CENTER OF CEILING TILES. LIFE SAFETY 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, T PLANS AND SPECIFICATIONS COMPLY THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC.I Ail e C6 EAVE DETAIL 1 1/2 — 1 0 11 tic v N 0 n 0 N co 0 41 - o 0 0 a 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 CAP 10' O.C. TYP. 18'-0" _ T.O. MASON_ _RY 14'-8" CUP _ B.O. SCUPPER 14'-0" _ _ JOIST BEARING SCUPPER DETAIL A61 1 /2 = 1 —0 STANDING SEAM METAL ROOF PANEL CONT. SELF — ADHERING MEMBRANE WATERPROOFING, TYP. 3/4" EXT. GRADE PLYWOOD SHEATHING, TYP. 4" MIN. POLYI SOCYAN U RATE 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. C5 CORNICE DETAIL 1 1/2" = 1'-0" 18'-0" _ _ T.O. MASO_NRI' 4- 15-0"- 0 - _ _ 8.0CU_. SPPER -014'-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. -.018'-0" _ ' -T.O. MASONR' UTILITY SIZED BRICK STRETCHER COURSE, TYP. MODIFIED BITUMINOUS B.U.R. ON 15'-5 12" 4" MIN. RIGID INSULATION ON B.O. SCUPPEI METAL DECK, TYP. 8" C.M.U., TYP. 2" RIGID INSULATION, TYP. 14,79 LZ2" -.0-JOIST BEARIN 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. TH RU —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'-0" 18,-0" T.O. MASO N R' 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 FLASHINGTYP. 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-B.O. SCUPPER -0- 14 - . 2" JOIST BEARING_ cl OVERFLOW SCUPPER DETAIL 1 1 /2 — 1 —0 18'-0" T.O. MASONRY B.O. SCUPPER 14'-8" _ JOIST BEAR_ING 1/ 3/ 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 a m J PRE — FINIS Z Z FINISHED METAL COPING, TYP. MJ O BACKER ROD W a AND SEALANT, TYP. Q UTILITY SIZED 0.BRICK STRETCHER COURSE, TYP. MODULAR SIZED J 0 BRICK ROWLOCK COURSE, TYP. j U. Z NORMAN SIZED J co •► Q BRICK STRETCHER Z V� COURSE, TYP. = O J MODULAR SIZED BRICK SET AT A V 45 DEG. ANGLE TO FACE OF WALL MODULAR SIZED BRICK ROWLOCK COURSE, TYP. W W THRU-WALL N Z V FLASHINGTYP. UTILITY SIZED BRICK STRETCHER COURSE, TYP. STEEL ANGLE OVERFLOW SCUPPER MODIFIED 31TUMINOUS B.U.R. DN 4" MIN. RIGID NSULATION ON v ETAL DECK, TYP. 3" C.M.U., TYP. 1-1/2" RIGID NSULATION, TYP. FONT. DAMP 'ROOFING, TYP. CONTRACTOR'S CONTRACTORS CONTRACTOR'S CONTRACTOR'S OPTION: BRICK ON: 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 APPEARANCETHE THE APPEARANCE APPEARANCE OF A ROWLOCK OF A ROWLOCK OF A ROWLOCK OF A ROWLOCK COURSE COURSE COURSE COURSE OVERFLOW SCUPPER DETAIL SCUPPER DETAIL OVERFLOW SCUPPER DETAIL A51 A3 Al 1/219 = 1 —0 1 1 2= V-011 1 1 /2 = 1 —0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: /SEW Revised: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. A9.2 t )p li r� I .t 1 d C + 3 'Al 1.2 25'-4" T.O.MASONRY I I I I I I I 15'-4"_ _ _ _ _ IT. 0 MASONRY OPENING 1 1 I 1 I I I I I FIRE ALAI � PULL STATkr I I 1 I o'—o„ FIN. FL. 1 I I 1 % I �-----�I 25'-4"_ _ _ T.0 MASONRY 15'-4"_ _ _ _ _ _ _ _ T.0 MASONRY OPENING 0'-0" FIN FL. 0 r (10 0 U W V) 0 m d' O 1 A11.5 — — — — — — — — — — — — — — — — — — — — I I I I I I I I I 1 I 1 I I I 1 I I 1 1 I I i 1 I i I 1 I 1 I I I `---------------------♦/ BUILDING SECTION 1/4" = 1'-0" 0 2' 4' 12' BUILDING SECTION 1 /4" = 1 '-0" 0 2' 4' 12' 4L CD cD 00 '0 r N ti _ O 0_ r cr) c•) J C7 Iil m W W W o_ U) Q "Mm o z a oc z QJ W z W Q n N O r z OO C°�MrO 00 E 0ULO00 �L6NrnOo4MLp'No Ni�N0) WLO^ 'O� L LL NOO -0 OM -0 0 U O 0 c7 -0 .J as J�� tti� QO 'S VJ co = cis Q LL LL � O O_ u) H Q �S W ,J UZ CIO) m� a�� 8 0 Z 0 d .j U a W o �z 0 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. 0 I© 2011 HARVARD JOLLY, INC. Al( -A 41 0 n 0 N (0 6 0 0 0 a CONT. PREFINISHED METAL CAP FLASHING, TYP. _ _ _ _ _ _ _ _ 18' -0" T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYI SOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. _______ _ _ _ T.O. CONC._ TIE BEAM CONC. TIE BEAM — SEE STRUCT. DWGS., TYP, 2' X 2' ACOUSTICAL TILE CEILING, TYP. 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 POLYISO— CYANURATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. 2" AIR SPACE, TYP. CONT. DAMP PROOFING, TYP. CAST STONE WATER TABLE, TYP. 4" CHISLED FACE CAST STONE MASONRY, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. WEEP HOLES 24" O.C., TYP. CONT. THRU—WALL FLASHING, TYP. 4" C.M.U., TYP. 8" C.M.U., TYP. CONC. FOOTING — SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER FIN. FLOOR COMPACTED FILL WALL SECTION. 3/4" = 1'-0" //IA IT PREFINISHED METAL LASHING, TYP. _ _ _ _ _ _ T.O. MASONRY SPACE, TYP. ED BITUMINOUS B.U.R. ON I. POLYISOCYANU RATE RIGID �TION ON METAL DECK, TYP. _ _ _ _ —C T_.O. ONC. TIE BEAM TIE BEAM — SEE T. DWGS., TYP. A BRICK HEADER COURSE, TYP. ?' ACOUSTICAL TILE TYP. RY TIES ® 16" IIN., TYP. 3.W.B. ON 1-1/2" FURRING STUDS, TYP. FOIL FACED POLYISOCYAN U RATE INSULATION, TYP. SIZED BRICK, TYP. SPACE, TYP. DAMP PROOFING, TYP. STONE WATER TABLE, TYP. DOTH FACE CAST STONE RY, TYP. SELED FACE CAST STONE RY, TYP. -TOLES � C., TYP. THRU—WALL 4G, TYP. I.U., TYP. I.U., TYP. FOOTING — fRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER COMPACTED FILL WALL SECTION 3/4" = 1 '—O" FIN. FLOOR ^^"'T PREFINISHED METAL LASHING, TYP. _ 18'-0" T.O._ MASONRY IED BITUMINOUS B.U.R. ON N. POLYISOCYANURATE RIGID NTION ON METAL DECK, TYP. Z SPACE, TYP. T.O. CONC. TIE BEAM TIE BEAM — SEE T. DWGS., TYP. AN BRICK HEADER COURSE, TYP. JRY TIES AT 16" O.C. MIN., TYP. DAMP PROOFING, TYP. 2' ACOUSTICAL TILE G, TYP. I' SIZED BRICK, TYP. G.W.B. ON 1-1/2" FURRING STUDS, TYP. ?" FOIL FACED POLYISOCYAN U RATE INSULATION, TYP. 4N SIZED BRICK SOLDIER 3E, TYP. STOREFRONT SYSTEM, TYP. STONE SILL, TYP. SPACE, TYP. OOTH FACE CAST STONE IRY, TYP. ISELED FACE CAST STONE IRY, TYP. HOLES C., TYP. THRU—WALL JG, TYP. 1.U., TYP. 1.U., TYP. FOOTING — TRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER FIN. FLOOR COMPACTED FILL WALL SECTION 3/4" = 1'-0" 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. I © 2011 HARVARD JOLLY, INC.I J i -4 A11.1 ?II 1 'I 0 EL cn z 0 U w J J Q Ii N N L 0 J U LZ N IV I O O O ai 0 CONT. PREFINISHED METAL CAP FLASHING, TYP. CAST STONE SIGN, TYP. 25'-4" PEAK —.—.—.—.—. . T.O. MASONRY STANDING SEAM METAL ROOF ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS ON 8„ C.M.U., TYP. — — — — 23'-8" @_PEAK T.O. METAL DECK CONT. DAMP PROOFING, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. MASONRY TIES @ 16" O.C. MIN., TYP. CAST STONE TRIM, TYP. 1-1/2" AIR SPACE, TYP. UTILITY SIZED BRICK, TYP. 1-1/2" FOIL FACED POLYISOCYANU RATE RIGID INSULATION, TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP. CAST STONE KEYSTONE CONT. THRU-WALL FLASHING, TYP. CONC. ARCH - SEE STRUCT. DWGS., TYP. ALUM. CURTAINWALL SYSTEM, TYP. CAST STONE BASE, TYP. 8" C.M.U., TYP. 12" C.M.U., TYP. CONC. FOOTING - SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER COMPACTED FILL FIN. FLOOR ALL SECTION 0-0 CONT. PREFINISHED METAL CAP FLASHING, TYP. VARIES ------------1:6:-RAMNRY CONC. TIE BEAM - SEE SRUCT. DWGS., TYP. STANDING SEAM METAL ROOF ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. ----- VARIES -B.O.�vIETAL D�K CONT. DAMP PROOFING, TYP. CAST STONE TRIM, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS ON 12" C.M.U., TYP. CONC. ARCH - SEE STRUCT. DWGS., TYP. MASONRY TIES @ 16" O.C. MIN., TYP. 1-1/2" FOIL FACED POLYISOCYAN U RATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. CAST STONE WATER TABLE, TYP. 1 " AIR SPACE, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. � ONT. THRU-WALL =LASHING, TYP. CAST STONE BASE, TYP. 8" C.M.U., TYP. 12" C.M.U., TYP. CONIC. FOOTING - SEE STRUCT. DWGS_, TYP. CONT. VAPOR BARRIER - OVERLAP 2'-0" AT PERIMETER COMPACTED FILL FIN. FLOOR WALL SECTION 3/4" CONT. PREFINISHED METAL CAP FLASHING, TYP. T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYANURATE RIGID INSULATION ON METAL DECK, TYP. 14'-8 _ _ _ _ " T_ _.O. CONC._ _ TIE BEAM CONC. TIE BEAM - SEE STRUCT. DWGS., TYP. 2' X 2' ACOUSTICAL TILE CEILING, TYP. 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 POLYISO- CYANURATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. 2" AIR SPACE, TYP. CAST STONE WATER TABLE, TYP. CONT. DAMP PROOFING, TYP. 4" SMOOTH FACE CAST STONE MASONRY, TYP. 8" CHISELED FACE CAST STONE MASONRY, TYP. WEEP HOLES @ 24" O.C., TYP. CONT. THRU—WALL rLASHING, TYP. 4" C.M.U., TYP. 3" C.M.U., TYP. "ONC. FOOTING — 3EE STRUCT. DWGS,, TYP. 'ONT. VAPOR BARRIER — OVERLAP ?'-0" AT PERIMETER _ 0' —0" FIN. FLOOR ;OMPACTED FILL WALL SECTION 3/4" = 1'-0" co rn r N O D_ 0 CM J LL m ui w w 0 cn cn Q z cn z_ Y w J z Q 0 N �d g° 0 �¢ ca 0 N r, a N LL g 0 0 § Iz W 3 0 � Ij J Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: iTOTHE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WI E MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. A112 a� 0 a- 0 N V 41 0 a- V) Z O U W CONT. PREFINISHED METAL CAP FLASHING, TYP. _ _____ ___ T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. CONCRETE TIE BEAM, SEE STRUCT. DWGS., TYP. 2' X 2' ACOUSTICAL TILE CEILING, TYP. 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 POLYISOCYANU RATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. 2" AIR SPACE, TYP. CONT. DAMP PROOFING, TYP. CAST STONE WATER TABLE, TYP. 4" CHISLED FACE CAST STONE MASONRY, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. CONT. THRU—WALL FLASHING, TYP. WEEP HOLES @ 24" O.C., TYP. 4" C.M.U., TYP. 8" C.M.U., TYP. CONC. FOOTING — SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER 0'-0" FIN. FLOOR COMPACTED FILL ALL SECTION 3/4" = 1'-0" CONT. PREFINISHED METAL CAP FLASHING, TYP. 18,-0" _ _ _ _ _ _ _ _ T.O. MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. CONCRETE TIE BEAM, SEE STRUCT. DWGS., TYP. 2" AIR SPACE, TYP. NORMAN BRICK HEADER COURSE, TYP. MASONRY TIES @ 16" O.C. MIN., TYP. _ _ _ _ _ _ _ _ 13'—_4" B.O. CONC. BEAM 2' X 2' ACOUSTICAL TILE CEILING, TYP. UTILITY SIZED BRICK, TYP. 5/8" G.W.B. ON 1-1/2" METAL FURRING STUDS, TYP. 1-1/2" RIGID FOIL FACED POLYISO— CYANURATE RIGID INSULATION, TYP. NORMAN SIZED BRICK SOLDIER COURSE, TYP. ALUM. STOREFRONT SYSTEM, TYP. CAST STONE SILL, TYP. 1" AIR SPACE, TYP. 8" SMOOTH FACE CAST STONE MASONRY, TYP. 4" CHISELED FACE CAST STONE MASONRY, TYP. CONT. DAMP PROOFING, TYP. WEEP HOLES @ 24" O.C., TYP. DONT. THRU—WALL =LASHING, TYP. 4" C.M.U., TYP. 8" C.M.U., TYP_ CONC. FOOTING — SEE STRUCT. DWGS., TYP. CONT. VAPOR BARRIER — OVERLAP 2'-0" AT PERIMETER .* _ ___ _ _ ___ ___0'-0- FIN. FLOOR C�I�iTIus]I; (ITim WALL SECTION CONT. PREFINISHED METAL CAP FLASHING, TYP. _ T.O. _ MASONRY MODIFIED BITUMINOUS B.U.R. ON 4" MIN. POLYISOCYAN U RATE RIGID INSULATION ON METAL DECK, TYP. CONCRETE TIE BEAM, SEE STRUCT. DWGS., TYP. 2" AIR SPACE, TYP. NORMAN BRICK HEADER COURSE, TYP. _ _ _____ _ B.O. CONC. BEAM 2' X 2' ACOUSTICAL TILE CEILING, TYP. 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 POLYI SOCYAN U RATE RIGID INSULATION, TYP. UTILITY SIZED BRICK, TYP. 1 " AIR SPACE, TYP. CONT. DAMP PROOFING, TYP. CAST STONE WATER TABLE, TYP. 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. 4" C.M.U., TYP. 3" C.M.U., TYP. 'ONC. FOOTING — SEE STRUCT. DWGS., TYP. �'ONT. VAPOR BARRIER — OVERLAP ?'—O" AT PERIMETER FIN. FLOOR 'OMPACTED FILL WALL SECTION � rn 00 N O _1 LL m (Y W H W 0_ cn F- Z actI-- ry C� Z_ Y W_ H J Z W' Q 73 D_ t] r N O m < � co N Qi U 'Ac�V O 1 m I►- W cm g OD lb �a U d 3 0 Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: ITO THE BEST OF MY KNOWLEDGE, 1 PLANS AND SPECIFICATIONS COMPLY THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC. Allm4 i PARTITION NOTES 1. THE CONTRACTOR SHALL AT ALL TIMES ENDEAVOR TO CONSTRUCT 5. WHERE DUCTS, PIPES, CONDUIT, BAR JOISTS, BEAMS OR ANY OTHER 10. WHERE DEVICES ARE INDICATED IN A FIRE OR FIRE/SMOKE WALL THE FACILITY IN STRICTEST ACCORDANCE TO SOUND PRACTICES OF FIRE MATERIALS PENETRATE A FIRE RATED WALL OR PARTITION, OPENINGS ON THE DRAWINGS, THE MAXIMUM ALLOWABLE AREA OF INDIVIDUAL U.L. RESISTIVE CONSTRUCTION. DEVIATIONS FROM RECOMMENDATIONS OF SHALL BE TIGHTLY SEALED PER UL APPROVED ASSEMBLY. JOINTS BETWEEN LISTED BACKBOXES PERMITTED IN THE WALL IS 16 SQ. IN. WITH A MANUFACTURER, INDEPENDENT FIRE TESTS OR GYPSUM ASSOCIATION RATED FLOOR, WALL AND/ OR ROOF ASSEMBLIES SHALL BE CONSTRUCTED MAXIMUM AGGREGATE OF 100 SQ. IN. PER 100 SQ. FEET OF WALL AREA. RECOMMENDATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE PER A UL APPROVED ASSEMBLY. REFER TO SPECIFICATIONS AND All SERIES BACKBOXES ON OPPOSITE FACES OF SUCH WALLS SHALL BE OFFSET A OWNER. DRAWINGS FOR UL ASSEMBLIES NOT SHOWN ON THIS PAGE. MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. WHEN PENETRATIONS EXCEED THE ALLOWABLE AREAS, THE DEVICES SHALL BE SET IN A 2. IDENTIFY 10' O.C. ABOVE THE CEILING ALONG THE ENTIRE PIPES SHALL BE SUFFICIENTLY SUPPORTED ON EITHER SIDE OF A WALL FURRED SPACE IN FRONT OF THE SMOKE OR FIRE/SMOKE WALL AS LENGTH OF THE WALL WITH 3" HIGH NEATLY STENCILED LETTERS ALL OF TO PREVENT MOVEMENT OF THE PIPE AT THE WALL. DESCRIBED IN NOTE 9. ABOVE, OR PROVIDED WITH A FIVE -SIDED THE FOLLOWING PARTITIONS: ENCLOSURE AS DESCRIBED IN NOTE 11 BELOW. AT SHAFTWALL CONSTRUCTION, SEAL ALL PENETRATIONS THROUGH THE PARTITION TYPE: SIGN TO READ: 1 " GYPSUM PANELS PER APPROPRIATE UL ASSEMBLY PRIOR TO 11. ITEMS RECESSED IN CORRIDOR, SMOKE OR FIRE WALLS, SUCH AS 4-HOUR FIRE/SMOKE WALL "4-HOUR RATED FIRE/SMOKE WALL" INSTALLING THE 5/8" BOARD(S) ON THE FACE OF THE WALL. RECESSED TOILET ACCESSORIES, FIRE EXTINGUISHER AND/OR HOSE 4-HOUR FIRE WALL "4-HOUR RATED WALL" CABINETS, MEDICAL GAS VALVE BOXES, NURSE CALL BACKBOXES, FIRE 2-HOUR FIRE/SMOKE WALL "2-HOUR RATED FIRE/SMOKE WALL" PENETRATIONS FOR PIPES OR CONDUIT WITH ANNULAR OPENINGS THAT ALARM SIGNAL BOXES, ELECTRICAL AND SIGNAL CABINETS, OR OTHER 2-HOUR FIRE WALL "2-HOUR RATED WALL" EXCEED THE ALLOWANCE OF THE UL ASSEMBLY SHALL BE SEALED TIGHT WITH BACKBOXES WHICH EXCEED 16 SQ. INCHES SHALL BE INSTALLED IN A 1-HOUR FIRE/SMOKE WALL "1-HOUR RATED FIRE/SMOKE WALL" A BLOW- OUT PATCH MADE OF LAYERS OF G.W.B. EQUAL TO THAT OF THE FIVE -SIDED ENCLOSURE CONSTRUCTED OF LAYERS OF 5/8" THICK TYPE X 1-HOUR FIRE WALL "1-HOUR RATED WALL" PARTITION CONSTRUCTION, CUT TO FIT TIGHT TO PENETRATIONS. GYPSUM WALLBOARD EQUAL IN NUMBER TO THAT REQUIRED FOR THE 1-HOUR CORRIDOR WALL "1-HOUR RATED CORRIDOR WALL" OR RATING OF THE WALL, INSTALLED WITH APPROVED FASTENERS SCREWED SMOKE TIGHT CORRIDOR WALL "SMOKE TIGHT CORRIDOR WALL" WHERE THE DIAMETER OF THE OPENING IS LESS THAN 3" THE BLOW- TO STUDS AND HEADERS. SMOKE TIGHT TO DECK "SMOKE TIGHT ENCLOSURE WALL" OUT PATCH SHALL EXTEND A MINIMUM OF 6" BEYOND THE OPENING IN SMOKE TIGHT TO ABOVE CEILING "SMOKE TIGHT ENCLOSURE WALL" ALL DIRECTIONS. THE PATCH SHALL BE LAMINATED WITH TWO TYPE "G" 12. WHERE FIRE RATED WALL ASSEMBLIES OCCUR IN PROXIMITY TO NOTE: A SECOND LINE BELOW SHALL READ "PROTECT ALL OPENINGS" SCREWS NOT LESS THAN 3" FROM THE EDGE OF THE PATCH AND WITH STEEL BEAMS OR JOISTS WITH INADEQUATE DIMENSION TO INSTALL EXCEPT AT SMOKE TIGHT TO ABOVE CEILING. DRYWALL COMPOUND BUTTERED TO THE BACKSIDE OF THE PATCH. SCREWS, CONTRACTOR SHALL PROVIDE STUD FRAMING AROUND THE BEAM OR JOIST IN ACCORDANCE WITH U.L. DESIGN N-501 WITH LAYERS OF 3. ALL CORRIDOR, FIRE/SMOKE BARRIER AND 2-HOUR RATED WALLS WHERE THE DIAMETER OF THE OPENING IS GREATER THAN 3" THE DRYWALL EQUAL TO THAT REQUIRED BY THE RATING OF THE WALL. SHALL EXTEND THRU THE INTERIOR LAYER OF G.W.B. AND STUD CAVITY BLOW-OUT PATCH SHALL EXTEND A MINIMUM OF 6" ABOVE AND BELOW THE TIGHT TO THE BACK OF EXTERIOR SHEATHING IN EXTERIOR STUD WALLS OPENING AND A MINIMUM OF 3" BEYOND THE STUDS ON BOTH SIDES OF 13. ALL EXISTING PARTITIONS INDICATED TO REMAIN SHALL BE UPGRADED AND OVERHANGING FASCIAS. WHERE SUCH PARTITIONS INTERSECT ONE THE OPENING. RUNNER CHANNELS SHALL BE SECURED TO THE STUDS TO RATING NOTED IF THEY OCCUR ON OR IN A SMOKE COMPARTMENT OF LESSER FIRE RATING, THEIR LAYERS OF G.W.B. SHALL CONTINUE ABOVE AND BELOW THE OPENING. THE PATCHES SHALL BE SECURED WITH WITHIN CONSTRUCTION AREA. EXTENT OF UPGRADE SHALL INCLUDE, UNINTERRUPTED THROUGH THE WALL OF LESSER FIRE RATING. THE TYPE "S" SCREWS TO THE STUDS AND THE RUNNER CHANNELS A MINIMUM BUT SHALL NOT BE LIMITED TO, EXTENDING PARTITIONS CONTRACTOR SHALL OBSERVE THE FOLLOWING CONSTRUCTION OF 3" FROM THE EDGES OF THE PATCH AND WITH DRYWALL COMPOUND TO UNDERSIDE OF DECK, INSTALLING BLOW-OUT PATCHES, INSTALLATION SEQUENCE: BUTTERED TO THE BACKSIDE OF THE PATCH. DO NOT APPLY JOINT RECONSTRUCTING INTERSECTIONS AT OTHER PARTITIONS, INSTALLING UL 1) 4-HOUR FIRE/SMOKE COMPOUND OVER SCREWS AT PATCHES AND DO NOT REMOVE EXCESS APPROVED FIRESTOP SYSTEM AT WALL PENETRATIONS, RE -INSTALLING 2 4-HOUR FIRE COMPOUND FROM EDGES OF PATCH AFTER PLACEMENT. FIRE AND/OR FIRE/SMOKE DAMPERS, INSTALLING FIVE -SIDED ENCLOSURES 3) 2-HOUR FIRE/SMOKE OF RECESSED ITEMS, INSTALLING ADDITIONAL FRAMING AND INSTALLING 12" 4) 2-HOUR FIRE WALLS THAT ARE SMOKE TIGHT TO DECK SHALL BE SEALED ABOVE THE WIDE STRIPS OF GWB OVER JOINTS NOT OFFSET FROM OPPOSING SIDE. 5 1-HOUR FIRE/SMOKE THE CEILING ON ONE SIDE TO STOP THE PASSAGE OF SMOKE. SEAL ALL AT CONTRACTOR'S OPTION, PARTITION MAY BE COMPLETELY STRIPPED AND 6� 1-HOUR FIRE (INCLUDING CORRIDORS WHERE RATED) G.W.B. JOINTS WITH DRYWALL TAPE AND JOINT COMPOUND. INSTALL G.W.B. REBUILT. ALL SERVICES WITHIN PARTITION MUST BE MAINTAINED AND 7) SMOKE TIGHT TO UNDERSIDE OF DECK TIGHT TO ALL DUCTS AND DUCT INSULATION. USE METALLIC DUCT TAPE TO FINISHES RESTORED REGARDLESS OF COURSE OF ACTION. 8) SMOKE TIGHT TO ABOVE CEILING SEAL BETWEEN THE DUCT AND THE G.W.B. SEAL AROUND PIPES AND CONDUITS 9) OTHER INTERIOR PARTITIONS AND THE INTERIOR LAYER OF GYPSUM WITH ACOUSTICAL SEALANT OR LATEX CAULK. INSTALL METALLIC SLEEVES 14. CONTRACTOR SHALL ERECT ONE HOUR FIRE RATED TEMPORARY WALLBOARD ON EXTERIOR WALLS AROUND LOW VOLTAGE CABLES THAT PENETRATE THE WALL, AND SEAL AROUND PARTITION WHERE REQUIRED AND/OR SHOWN TO SEPARATE CONSTRUCTION THE SLEEVE AND INSIDE THE SLEEVE WITH ACOUSTICAL SEALANT. AREAS FROM OCCUPIED AREAS. LABELED DOOR ASSEMBLIES WITH POSITIVE n n 4. A G.W.B. HA BE FIRE RESTRICTIVE CLASSIFIED TYP X ALL SHALL UL CLA S E LATCHING SHALL BE PROVIDED WHERE NECESSARY TO MAINTAIN EGRESS MATERIAL UNLESS SPECIFIED TO BE OF A HIGHER RATING, AND APPLIED 6. G.W.B. IN BATH ROOMS, SHOWERS, JANITOR CLOSETS AND OTHER PASSAGE. EXIT PATH SHALL BE MAINTAINED CLEAR OF EQUIPMENT, IN STRICT CONFORMANCE TO THE APPLICABLE FIRE TEST DESIGN. UNLESS AREAS SUBJECT TO WETTING SHALL BE MOISTURE RESISTANT TYPE "X" MATERIALS AND DEBRIS AND SHALL BE MARKED WITH APPROVED EXIT OTHERWISE INDICATED THE FOLLOWING SHALL APPLY: ON WALLS AND CEILINGS. SIGNS AND ILLUMINATED AT ALL TIMES. SEE DETAILS FOR ADDITIONAL REQUIREMENTS. JOINTS ON OPPOSITE WALL FACES OFFSET FROM EACH OTHER AS 7. ALL WOOD BLOCKING WITHIN THE ENVELOPE OF THE BUILDING SHALL FOLLOWS: VERTICAL JOINTS OFFSET 16" HORIZONTALLY; HORIZONTAL JOINTS BE FIRE RETARDANT TREATED. 15. CONTRACTOR SHALL PROVIDE FIRE TREATED WOOD OR METAL SUPPORT IN OFFSET 24" VERTICALLY. WALL FOR WALL MOUNTED EQUIPMENT ACCESSORY OR CASEWORK IN 8. PROVIDE ENCLOSURE AND ACCESS PANEL AT EACH FIRE PROTECTION ACCORDANCE WITH DETAIL ON THIS SHEET. HORIZONTAL JOINTS SHALL NOT OCCUR BELOW CEILING. FASTENERS INSPECTION TEST VALVE. LOCATE VALVES AND PIPES IN EXTERIOR WALLS. SHALL BE OF APPROVED TYPE AND INSTALLED IN ACCORDANCE WITH PROVIDE NON -RATED PAINTED STEEL ACCESS PANEL 12" SQUARE. APPLICABLE FIRE TEST, BUT NO LESS THAN AS FOLLOWS: ALL EDGES OF BOARD SHALL BE SCREWED NOT MORE THAN 8" O.C. TO SOLID 9. ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUIT, PANELS, FRAMING. SCREWS WITHIN THE FIELD OF THE BOARD SHALL NOT EXCEED ETC. (WHETHER SHOWN OR NOT) IN FINISHED ROOMS NOT ENCASED IN 12" O.C. FASTENED TO SOLID FRAMING. WHERE BOARD IS ATTACHED TO FINISHED WALLS OR CEILINGS SHALL BE FURRED -IN AND FINISHED TO -STUDS USE -TYPE "S" SCREWS. WHERE BOARD IS LAMINATED TO BOARD MATCH ADJACENT SURFACES. SUCH FURRED SPACES SHALL EXTEND THE USE TYPE "G" SCREWS. WHERE WORK OCCURS AT EXISTING WALL WHERE LENGTH OF THE WALL BETWEEN INTERSECTING WALLS UNLESS OTHERWISE INSTALLATION IS NOT IN ACCORDANCE WITH FIRE TEST, INSTALL INDICATED. WHERE FURRING A PORTION OF A WALL CONFLICTS WITH SCREWS REQUIRED TO MEET TEST. ALL G.W.B. JOINTS SHALL BE TAPED CASEWORK, THE FURRED LENGTH SHALL BE AS REQUIRED TO ALLOW FOR AND FINISHED WITH JOINT COMPOUND INCLUDING THOSE ABOVE THE PROPER INSTALLATION. WHERE ACCESS IS REQUIRED FOR VALVES, CEILINGS. HOWEVER, SCREWS IN BLOW-OUT PATCHES SHALL NOT BE DAMPERS OR OTHER DEVICES REQUIRING ADJUSTMENT, PROVIDE ACCESS COVERED WITH COMPOUND. JOINTS OF THE WALLBOARD TO THE PANELS PAINTED TO MATCH ADJACENT SURFACES. WHERE ENCLOSURE RS F D H T AP CO UT AR A AS LY VI B CESS OOR. 11 0 v 0 41 0 n .o 0 m c 0 U 0 cn L 0 L_ N 4 c Q 0 L J U a i�fZfT����f�'►/ GLASS FIBER SOUND ATTEN. INSULATION 20 GA GALV. STEEL CHANNEL STEEL JOIST LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 3-5/8" GLASS FIBER SOUND ATTEN. BLANKS 3-5/8" 25 GA GALV. STEEL STUDS @ 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 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 WALL BASE - SEE A19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB @ 24" O.C. FLOOR SLAB ROOF DECK 20 GA GALV. STEEL CHANNEL - FASTEN TO ROOF DECK 24" O.C. CHANNEL HEADERS TOP AND BOTTOM OF DUCT AND PIPE PENETRATIONS, SEAL VOIDS @ PENETRATIONS STEEL JOIST BEYOND LAY IN ACOUSTICAL CEILING - SEE R.C.P. 3-5/8" GLASS FIBER SOUND ATTEN. BLANKE 3-5/8" 25 GA GALV. STEEL STUDS ® 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 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 WALL BASE - SEE A 19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB @ 24" O.C. FLOOR SLAB MINIMUM 3" TH. MINERAL WOOL 4 PCF DENSITY -TIGHTLY PACKED FOR 4" DIA. AND SMALLER AND MINIMUM 4" TH. MINERAL WOOL 4 PCF DENSITY -TIGHTLY PACKED FOR LARGER THEN 4" DIA. EXPANSION JOINT DETAILS 5/8" GWB METAL STUD MAX. 10" DIA. STEEL PIPE 5/8" GWB SCHEDULE 10 OR HEAVIER MAX. 4" DIA. COPPER PIPE MAX. 4" DIA. STEEL CONDUIT MAX. 4" DIA. EMT MINIMUM 1 /2" CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT � JCONCRETE FLOOR OR WALL =;'";f� �= ''���`��• ASSEMBLY (2 HR. FIRE RATING) MINIMUM 1 /2" DEPTH HILTI WALL WALL TO WALL AT CORNER - TO GWB CEILING (SIM.) - "BALCO 1 C 1 " ALUM. CLIP -IN COVER BALCO 1C1 BALCO C1C1 FS-ONE INTUMESCENT FIRESTOP SEALANT METAL STUDS NOTE: 5/8" GWB FOR ADDITIONAL REQUIREMENTS REFER TO UL SYSTEM NO. C-AJ-1149 ANNULAR SPACE _ "BALCO 1W1" ALUM. METALLIC MINIMUM 0", MAXIMUM 1 1 /4"H CLIP-IN COVER PIPE OR CONDUIT PENETRATION THRU CONCRETE FLOOR SLAB, CONCRETE WALLS & MASONRY WALLS WALL TO WALL - BALCO 1W1 GWB CEILING TO WB FILING (SIM) A 1 G c - B Lco c w1 SCHEDULED FLOORING OPTIONAL: STEEL PIPE SLEEVE "BALCO AFWP-1 m" SCHEDULE 10 OR HEAVIER ALUM. EXPANSION MINIMUM 1 1 /2" TH. MINERAL JOINT COVER WOOL - 4 PCF DENSITY- SAFING INSULATION TIGHTLY PACKED - - FLOOR SLAB MAX. 12" DIA. STEEL PIPE CONTINUOUS 20 GA SCHEDULE 10 OR HEAVIER OR MAX. 6" DIA. COPPER PIPE RETAINING METAL STRIP MINIMUM 1 " DEPTH HILTI FLOOR TO FLOOR - BALCO 1120-1m FS-ONE INTUMESCENT FIRESTOP SEALANT -r4r7+ CONCRETE FLOOR OR WALL ASSEMBLY (2 HR. FIRE RATING) z — / MAX. 1 1 /2" THICK GLASS FIBER INSULATION NOTE: FOR ADDITIONAL REQUIREMENTS o REFER TO UL SYSTEM NO. C-AJ-5096 . ANNULAR SPACE _ - -- - �-- � � -� �-'�� .L INSULATED METALLIC MINIMUM 1 /2", MAXIMUM 1 7/8" q/ PIPE OR CONDUIT PENETRATION THRU CONCRETE FLOOR TO WALL - BALCO 7 ROOF DECK STEEL JOIST 20 GA GALV. STEEL CHANNEL LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 3-5/8" 25 GA GALV_ STEEL STUDS 0 16' O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 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 WALL BASE - SEE A19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB 0 24" O.C. FLOOR SLAB SCHEDULED FLOORING WALL "BALCO 4FVT-1 F" ALUM. EXPANSION JOINT COVER SAFING INSULATION FLOOR SLAB CONTINUOUS 20 GA RETAINING ANGLE SERIES, 75FVP/75FVPE CMU WALL DETAILS 8" MINIMUM LINTEL BEARING 1-#5 REBAR FILL CELL WITH GROUT ONE HOUR RATED FACE OF OPENING - UL DESIGN U-905 STRUCTURAL DECK FILL OPENINGS W/ GROUT LATERAL RESTRAINT TIE 8" CONCRETE FILLED BEAM REQUIRED FOR U-BLOCKS W/4-#4 NON -BEARING WALLS REBARS CONTINUOUS CEILING PROVIDE CONTINUOUS LINTELS: SEE DETAILS #5 GROUT FILLED CELL ABOVE PILASTER 0 CORNERS, WALL INTERSECTIONS AND 12'-0" O.C. MAX A METAL FRAME 2"x2%1 /4" LATERAL u 8" CMU W/GALVANIZED RESTRAINT ANGLES METAL MASONRY WALL REQUIRED FOR NON- REINFORCING 16" O.C. BEARING WALLS CONCRETE FLOOR CONTRACTOR SHALL FURNISH A CERTIFICATE FROM A RECOGNIZED INDEPENDENT TESTING AGENCY INDICATING THAT CMU'S USED MEET OR EXCEED REQUIREMENTS FOR AGGREGATE AND THICKNESSES OF T S U I AP OF E STA DARD UILDI G CO . ROOF DECK STEEL JOIST 20 GA GALV. STEEL CHANNEL LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 3-5/8" 25 GA GALV. STEEL STUDS @ 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 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 WALL BASE - SEE A19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB ® 24" O.C. FLOOR SLAB ROOF DECK rn 00 N 0_ O q r- 5/8" GWB co -' LL & w m Lu w Lu NON -RATED ACOUSTICAL CEILING �/ m c~n 0 z U) c� if Y CORNER BEAD °; q< , W:D INTERIOR SOFFIT DETAIL J z_ ~ �- ROOF DECK BULKHEAD AT CEILING GRD D ffC`TIPI�OR -�/� -O m m 20 GA. G.M. RUNNER N CHANNEL TOP AND $ z BOTTOM P a 6" 20 GA. GALV. METAL °D cq c v STUDS 16" O.C. MAX. 0 N r 0 z 2-1/2" STUD BRACING f U) ® 48" O.C. SECURE TO j S 0 CONIC. SLAB ABOVE co 4 5/8" GWB NON -RATED CEILING CORNER BEAD ROOF DECK GLASS FIBER SOUND ATTEN. INSULATION 20 GA GALV. STEEL CHANNEL - FASTEN TO ROOF DECK 0 24" O.C. CHANNEL HEADERS @ TOP AND BOTTOM OF DUCT AND PIPE PENETRATIONS, SEAL VOIDS 0 PENETRATION STEEL JOIST BEYOND LAY IN ACOUSTICAL OR G.W.B. CEILING - SEE R.C.P. 3-5/8" GLASS FIBER SOUND ATTEN. BLANKE 3-5/8" 25 GA GALV. STEEL STUDS 0 16" O.C., 20 GA STUDS AT WALL MOUNTED EQUIP. 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 WALL BASE - SEE A19.1, TYP. 20 GA GALV. STEEL CHANNEL - FASTEN TO SLAB @ 24" O.C. FLOOR SLAB FAI Com . No: 12010.00 Dat : 01 / 1 6/ 14 Dra : AEW Re Ised: ADDENDUM 1 mm/dd/yy TO �,W BESr OF MY KNOWLEDGE, THE PLAD SPECIFICATIONS COMPLY WITH THENIMUM BUILDING CODES. © 411 HARVARD JOLLY, IN SOUNDPROOFED CHASE WALL S5a� /� SOUNDPROOFED PARTITION @ MEETING ROOM S4 CHASE WALL S33"=1'-0" TYPICAL NONRATED PARTITION S2 3"=1'-0" Qni 1K1nDDnf%VCn D A MTIT1^K1 S1 -�-� 3"=1'-O" A13ml METAL SUPPORT DETAIL FIVE -SIDED ENCLOSURE 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, ACCESSORY -OR CASEWORK BAR JOIST 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" m 41 0 0 N 07 CN v 0 0 n cn c 0 U a� U) 0 c (V V- I 0 a� Ln L v L J U m 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 ALTERNATE FIVE -SIDED ENCLOSURE Iris mpmB 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) �ur��•lxy 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 A 19.1, 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) 5/8" 5/8 7 5/8" 5/8 Yl 5/8" 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 TYPES 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 0 ROOF DECK FILL OPENINGS WITH GROUT STEEL ANGLE — SEE STRUCT. DWGS. TIE BEAM — SEE STRUCT. DWGS, 7-5/8" C.M.U. FLOOR SLAB w rl- N O 0_ 0 J Q m co w w cn Q O z c� z Q 0 m w_ J z Q o N z O (D CIO ao Cl fa q2 w imp T aN a W � U w LL O � 0 Ui w s Co - No: 12010.00 Date 01 / 16/ 14 Dr n: AEW Revi ed: ADDENDUM 1 mm/dd/yy TO THS BEST OF MY KNOWLEDGE, THE PLANS /AND SPECIFICATIONS COMPLY WI THE NIMUM BUILDING CODES. © 2g11 HARVARD JOLLY, INC. INTERIOR MASONRY WALL M5 i� INTERIOR MASONRY WALL M4 ,,, INTERIOR MASONRY WALL IVIO INTERIOR MASONRY WALL M2 INTERIOR MASONRY WALL mi3"=1'-0" Al3m2 I I J 1 5/8" GYPSUM 5/8" G.W.B. DOOR SCHEDULE DOOR SYMBOL EXPLANATION DOOR SCHEDULE LEGEND .... ... - - ----- WALL BOARD DOOR DETAILS SYM. FIELD DE INITION SECURE STOPS WITH Room T A DOOR DOOR LETTER, REFER TO 1 /8" SCALE PLANS. co PAN HEAD SCREWS GLAZING Number Room Name Mark Rating Type Mat/Fin Width Frame Jamb Head Sill Hware Remarks DOOR NUMBER CORRESPONDS TO ROOM DOOR ON ROOM SIDE - OPENS INTO EXCEPT DOORS OPENING TO THE �� C _------- ' TYPICAL 100 LOBBY A -- G AL/P 6'-0" K J9/J6 H5 -- -- 1 EXTERIOR. 00 „ 100 LOBBY B -- AUTO AL/A 6'-0 J J10 H6 -- 2C101 ROOM NUMBER OF ROOM WHERE DOOR NUMBER 3 5/8" 20 GA \ 3-5/8 20 GA RUNNER CHANNELLO 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. 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. O 0 1 /2 STD. ANCHORS N HOLLOW METAL 103 MEN A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- A TYPE FLUSH DOOR. J 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 00P. - ---- - 105 MEETING ROOM -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- A B APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE HOLLOW METAL \ N _ M. AME 105 MEETING ROOM B -- D SW/S 6'-0" 3 JL2 HV2/MDV -- -- -- FINISH FLOOR. co FRAME `� :: :: -.. cr --- 105A GALLEY -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- A B C TYPE FLUSH DOOR WITH 6" X 31" HIGH LIGHT IN � L DOOR APPROVED METAL FRAME. BOTTOM OF LIGHT 45" ABOVE FINISH 00 FOAMED IN PLACE 105B STORAGE A -- A SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- a_ \ GLAZING \ INSULATION FLOOR. � Ln 108 SERVICE DESK A -- C SW/S 3'-0" 2 JL1 HV1/MDV -- -- -- 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 W Oz 1 10 COMPUTERS A -- G AL/P 3'-0" A 1 /J2/J H 1 /H3 45" ABOVE FINISH FLOOR. � � 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" 115 STUDY A -- D SW/S 3'-0' 4 JL1 /JDV HV1 /MDV -- E TYPE FLUSH DOOR WITH 44" HIGH LIGHT 6" FROM EACH cr yr 2 2 2 SIDE, IN APPROVED METAL FRAME. BOTTOM OF LIGHT 7/8 116 STUDY A -- D SW/S 3;-0;' 4 JL1/JDV HV1/MDV -- -- -- 32" ABOVE FINISH FLOOR. 5 7 8 5 7 8 117 ELECTRICAL A -- A AL/P 3 -0' A 1/J2/J H1/H3 -- -- -- F TYPE FULLY LOUVERED DOOR. Y 118 MECHANICAL A -- A HM/P 6'-0" 1 JMB1 HMB1 -- -- -- G TYPE ALUMINUM STOREFRONT DOOR WITH 1/4" THICK W HEAD MULLION JAMB 119 CIR./TECH. SERVICES A -- G AL/P 4'-0" F 2/J3/J H1/H3 -- -- -- TEMPERED GLASS, U.O.N. r J HV1 SCALE 3"=1'-O" 081HV1 MDV 3"-1'-0" 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. 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 -- -- -- » o� ON ROOM SIDE - -- BREAKAWAY FEATURE AND 1/4 THICK TEMPERED o 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 5 8" GYPSUM 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. �p o / FURRING CHANNELS 125 BOOK RETURN A C A SW/S 4'-0" 1 JMGG HMGG SCHEDUL L TYPE FLUSH LEAD -LINED DOOR. `m WALL BOARD : _ �`y a Q M TYPE HOLLOW METAL CASED OPENING. A co U 3-5/8" 20 GA CMU N TYPE FLUSH DUTCH DOOR. o METAL STUDS � a �� i 0 TYPE OVERHEAD DOOR. ' ❑ P TYPE FLUSH BI-FOLD DOOR. �8 N v LL STD. ANCHORS i �T Q TYPE HOLLOW METAL FRAME GLASS DOOR. �° ao z 1/2" N HOLLOW METAL SEALANT FRAME - GROUTED o R TYPE REVOLVING DARKROOM DOOR WITH BREAKAWAY J SOLID EGRESS FEATURE. .s .s .� Lu - -- - -51q a�� ml- o 00 - T TYPE TEMPERED GLASS DOOR. HOLLOW METAL \ = :.. `�... L------------- J `� N r - . •- i U TYPE FLUSH DOOR W LOUVER - REFER TO MECHANICAL FRAME L��'� �' -,=--- SEALANT / Li DRAWINGS. 0o DOOR HOLLOW METAL FRAME X TYPE EXISTING LO 00 GROUTED SOLID A C D G GLAZING -- LABELNO FIRE RATING REQUIRED. STD. ANCHORS A LABELA LABEL (3 HOUR) RATED ASSEMBLY. _. 1 15/16" 1 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 PASSAGEWAYS. 5 7/ 8' 7/8 7/8 B1 LABELB LABEL (1 HOUR) RATED ASSEMBLY, 450' MAX. TEMP. RISE ON ALL DOORS IN STAIRS AND EXIT PASSAGEWAYS. JAMB MULLION JAMB C LABELC LABEL (45 MIN.) RATED ASSEMBLY. JV1 3"=1'-0" 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 DOORS AND EMERGENCY RELEASE DOORS. AL MATL ALUMINUM CL MATL CHAIN LINK HIM 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 1 /2 TURN UP ® STUDS 1 /2' STD. ANCHORS 1 /2.� STD. ANCHORS SW MATL SOLID CORE WOOD SEALANT SEALANT SEALANT A FINISH ANODIZED ALUMINUM - - 04 HOLLOW METAL N _ .. �. HOLLOW METAL iv - I _ HOLLOW METAL R SEALED K FINISH SPC FINISH EC AL COATINGS FRAME----- ------ , FRAME L FINISH PLASTIC LAMINATE P FINISH PAINT ao FOAMED IN PLACE GROUT @ ANCHORS S FINISH STAINED SEALED 00 0 INSULATION / GLAZING X HEAD,EXISTING HEAD, JAMB OR SILL REPAIR OR JAMB JAMB REFINISH AS REQUIRED. 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" HS1 HEAD,HEAD, JAMB OR SILL DETAIL REFERENCE, JAMB 11 2" 2" 2" JAMB REFER TO DETAILS. 7/8 7/8 7/8 X HDWE EXISTING HARDWARE 24 HDWE HARDWARE GROUP NUMBER, SEE HARDWARE HEAD JAMB JAMB SCHEDULE. Q 1 REMARKS OPTION BY ARCHITECT HV2SCALE 3"=1'-O" JL2 3"=1'-O" JV2 3"=1'-O" ADO REMARKS AUTOMATIC DOOR OPERATOR m DA REMARKS DELAYED ACTION CLOSER J CONC. LINTEL BRICK VENEER HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS a �,P DE REMARKS DELAYED ACTION EXIT DEVICE :�- CID 00 ER REMARKS EMERGENCY RELEASE HARDWARE a RIGID RIGID INSUL 5/8" GWB ON _ . . INSULATION Ln ATION TYP. SEE 3'-4" „6'-4" ,_ „ MH REMARKS MAGNETIC HOLDER Z SCHEDULE SC REMARKS SMOKE CHECK J O D FURRING CHANNELS a. ° ° . SEALANT TYP. X REMARKS EXISTING DOOR, FRAME AND HARDWARE. m Q° a BRICK VENEER •: .' -. D : • CONCRETE LINTEL a •- � .� • . .�-��. Q Vx 5/8 GWB ON i? I' HOLLOW META 0 �' =-� HV1 SEE 1.2 FRAME HOLLOW METAL, SEE ELEVATIONS. � .. .. - • a- - - - FURRING �P:�.• FRAME W/TEE CHANNELS .I. A14.1 SCHED. � •�. -" a �a. � - . -. � O -I-:. t- . ANCHOR AND A,B FRAME ALUMINUM, SEE ELEVATIONS. ° as ° THRU WALL :�.',.; i{' co FILLED W/ O 0 FLASHING 1 F \ X FRAME EXISTING J E a a _ �•' - Ln GROUT, TYP. SEE - JV1 JV2 :. ° SHELF ANGLE ::rr; N N W 2 FRAME W00 SEE ELEVATIONS Q ° : I �_ \ N SCHED. 1 A14.1 H.M. I A14.1 01 H.M. _ ... .. .. .. d :a a v L : ' `- I N TRANSOM N TRANSOM :. ._ ` -- D m 4. WEEP HOLES ---- �.:......1.:. 00 a . a a 'I SEALANT P . :. r.:..:, : > =ca :. a ° v i .: ; :::I,::. 8 CMU w MDV MDV 41 HOLLOW METAL FRAME O J GROUTED SOLID SEALANT TYP. ° �` ` o a A14.1 A14.1 J a r, (n � _ Q REMARKS GLAZING SCHEDULE HOLLOW o N o N o 1 I TYPE DESCRIPTIONui T N METAL FRAME av v a Q 1. PROVIDE PUSH BUTTON DOOR OPERATOR. + 00 FILLED W/GROUT SEALANT TYP. a, N SEE JL1 SEE 1 1 4" CLEAR TEMPERED FLOAT GLASSj co N �f FFFFr- 'r-d I SCHED. A14.1 $p{ID / 2 1 /4" GREEN TINTED TEMP. FLOAT GLASS W W O o 1 5/16" C.M.U. 3 N Z V 0 1 15/16 1 15/16 4 � 2» 5/8" GWB ON SINGLE OR 5 J 7/8 71 8 3/4" 3'° 5 8 CHANNELS O DOUBLE PANEL O SINGLE PANEL <3> DOUBLE PANEL 6 Comm. No: 12010.00 0 7 Date: 01 / 16/ 14 HEAD HEAD JAMB 8 Drawn: AEW HMGG3"=1'-0" 081HMGG HMB1 3"=1'-0" 081HMB1 JMB1 3"=1'-0" 081JMB1 9 Revised: 10 ADDENDUM 1 Ld / 1 \ 02/05/14 U HOLLOW METAL DOOR & WINDOW FRAME ELEVATIONS GENERALNOTES N 0' „ ,•" ASTRAGAL: PROVIDE ALL WOOD FIRE RATED PAIRS AND DOUBLE EGRESS 0 6 -2 9 -8 3 -6 10 -2 8 -0 6 -6 2'-10" 3'-4" 3'-2" 3'-2" 3'-4" 3'-5" 3'-4" 3'-5" 4'-0" 4'-0" 3'-3" 3'-3" FIRE DOORS SHALL HAVE APPROVED METAL ASTRAGAL. HARDWARE: PROVIDE LABELED HARDWARE AT LABELED AND CERTIFIED DOORS HV1 HV1 HV1 HV1 HV1 Q HV1 A14.1 HEIGHT: ALL DOORS ARE 7'-0" HIGH U.O.N. A14.1 A74.1 A14.1 A14.1 � A14.1 %RAIN DRIP: PROVIDE ANODIZED EXTRUDED ALUMINUM RAIN DRIPAT ALL JV1 o JV1 o JV1 o JV1 EXTERIOR DOORS NOT PROTECTED BY CANOPY OR OVERHANGS. _ JV1 o JV1 SADDLES: PROVIDE 4" WIDE FLUSH NON-COMBUSTIBLE SADDLES AT ALL �A14.1 1 A14.1 H.M. A14.1 H.M. _ _JIFF A -LABELED DOORS PER NFPA 80. PROVIDE 4" WIDE NON-COMBUSTIBLE o N TRANSOM N -IFIF] LtH TRANSOM°o c� o N o N o N SADDLES AT ALL LABELED DOORS PER 6A-2. SILENCERS: PROVIDE THREE SILENCERS PER DOOR, TWO PER PAIR OF � I I I I o MD o MD o o o o DOORS. INSTALL AFTER PAINTING OF FRAMES IS COMPLETE. GLAZING: UNLESS OTHERWISE NOTED, PROVIDE 1/4" CLEAR TEMPERED j I A14. I A14. I I I 1 a- . JDV GLASS AT ALL NON -FIRE RATED DOORSAND HOLLOW METAL OR ALUMINUM FRAMES. PROVIDE 1/4" CLEAR WIRE GLASS AT TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICAMONS COMPLY WrrH ALL FIRE RATED DOORS AND HOLLOW METALFRAMES. THE MINIMUM BUILDING CODES. I N � N 1 A14.1 I �j A14.1 r � f L i� HV1 0 _o HV1 o HV1 o HV1 o HV1 PROVIDE "A" LABEL DOORS WHICH SHALL RECEIVE NOMINAL A14.1 JL1 1 HV1 JL1 1 A14.1 1 A14.1 I A14.1 I A14.1 1/4" POLISHED FIRE RATED CERAMIC GLASS. fV A141 A14.1 A141 SIM. SIM. SIM. SIM. � I SIM.j j j SIM. o 0 - 0 4 5 O O 8 9 N O © 2011 HARVARD JOLLY, INC. DOOR SCHEDULE & DETAILS A14.1c: ,. ,. ALUMINUM WINDOW ELEVATIONS 2'-6" 2'-6" 2'-6" 2'-6" -1-1/2" POLYISO- 2" POLYISOCYANU RATE CYANURATE REFLECTIVE REFLECTIVE RIGID INS, RIGID INSUL. ol 3'-4" 6'-0" ol 3'-4" 6'-8" H2 �r 00 DAMP PROOFING 3'-0" 3'-0" 3'-4" 3'-4" 01 All .1 R5' DAMP PROOFING a a BRICK in o_ H1 H1 H1 H1 A15.1 A15.1 A15.1 A15.1 12" C.M.U. O o „ co �-M1 M1 M 1 D 5/8 G.WB. ON 1-5/8" i0 15. ifl 15 15.1 o M2 METAL STUDS IJi o J 1 I I I J 4 pA_ r I A15.2 A15.1 BRICK CONT. ALUM. SET IN N a15.1 c14 MASTIC, TYP. 6in_ BACKER ROD & 0° [FF Ll -ILI SEALANT, TYP. M H3 CD J1E 111E C° J1 :1 L I E t L ❑ `° J1 TIE:111E p WOOD SHIM, TYP. I- J2 A15.1 A15.1 A15.1 I d A15.1 N BRICK SOLDIER COURSE ASPHALTIC SEPARATION, A15.1 TYP, -23 cj o J5 WOOD CASING: S&S z J3 - S1 - S1 - S1 I A15.1 CRAFTS MAN INC.- A15.1 pj A15.1 0 A15.1 A15.1 M 2 3/4' #SSI-233 U) 5/8 G.WB. ON ALUM. CURTAINWALL S2 1-1 /2" FURRING 4 1 /2" SYSTEM z • -. CHANNELS �/ Y �■■L� MTL. THRU-WALL � _ FLASHING, TYP. JAMB Q STOREFRONT STOREFRONT STOREFRONT STOREFRONT CURTAINWALL SHELF ANGLE, TYP. J4 3"-1'-0" z 5 -0 5 -0 WEEP TUBES, TYP. r 8" CONCRETE LINTEL °C O �' CONT. ALUM. SET IN 1-1/2" POLYISO- MASTIC, TYP. cal BACKER ROD & CYANURATE REFLECTIVE " SEALANT, TYP. RIGID INSUL. $ z0 3 -4 3 -4 4 -4 H �• a DAMP PROOFING c� I- ----DAMP 3 4 WOOD SHIM, TYP. a �� E0 of R \6 a1s 1 2 3/4 ASPHALTIC SEPARATION, CAST STONE '� '� o H1 � ti H4 TYP. mi•� w D � cl a a� c� A15.1 A15.1 � LL 14'-0" 8" C.M.U. a v LL M1 M1 » - „ a Goo OZ co 15.1 co A15 4 1 /2 ALUM. STOREFRONT 5/8 G.WB. ON 1 5/8 *, I S3 I J7 H6 HEAD SYSTEM METAL STUDS'', m A15.1 H4 A15.2 CONT. ALUM. SET IN .: +� w 3"=1 '-0" MASTIC TYP. I ® BACKER ROD & J1 J J8 N SEALANT 04 A1s 1 H3 J2 A1s.z WOOD SHIM, TYP. b. y ASPHALTIC SEPARATION, � E TYP. a1s.1 0 - J10 2 3 �❑Go I A15.1 WOOD CASING: S&S o S1 ❑❑ J3 o S4 r CRAFTS MAN INC.- A15.1 A15.1 I A15.2 4 1 /2" #SSI-233 �I d ALUM. STOREFRONT FIFIFIE.1SYSTEM O O �J D BRICK JAMB STOREFRONT CURTAINWALL STOREFRONT AUTOMATIC SLIDING DOOR J3 3"-1'-0" 2'-0" H7 2" POLYISOCYANU RATE 1-1 /2" POLYISO- REFLECTIVE RIGID INSUL.CYANURATE REFLECTIVE A15.2 RIGID INSUL. 4'-8" 5'-0" DAMP PROOFING ol 6'-4" DAMP PROOFING 2'- 4 2'- 4 2'- 6 2 -6 I J10 BRICK 14'-0"ol C a1s.2 „ » , » H7 2'-- 0 2'- 0 6 -0 2 -0 2'-0" C6 C6 S5 a1�.2 8 C.M.U. As.2 as.2 A81 BRICK SOLDIER COURSEMETAL GSTUDS, TYP. 5/8" H5 - CONT. ALUM. SET IN �.2 o J11 o J11 J10 cv A15.2 N A15.2 N At5.2 " MASTIC, TYP. J9 / o CA BACKER ROD & p A15.2 BRICK SOLDIER COURSE SEALANT D6 D6 c4 WOOD SHIM, TYP. IE E E :11: A9.1 Ag 1 ASPHALTIC SEPARATION, 5/8" G.WB. ON TYP. c� 00 00 1-1 2" FURRING �I / WOOD CASING: S&S i� CHANNELS CRAFTS MAN INC.- rl 5.271 WOOD CASING: S&S 2 3/4" #SSI-233 CRAFTS MAN INC.- ALUM. STOREFRONT #SSI-0431 SYSTEM it MTL. THRU-WALL 4 1 /2" Q O OL O NO OP FLASHING, TYP. JAMB AUTOMATIC SWINGING DOOR STOREFRONT STOREFRONT LOUVER LOUVER SHELF ANGLE, TYP. J2 M 3"=1'-0" W 6„ 6�° WEEP TUBES, TYP. J " ALUM. CURTAINWALL c� » SYSTEM 12 CONC. LINTEL, TYP. U Z N WOOD SILL BACKER ROD & 1-1/2" POLYISO- N CYANURATE REFLECTIVE O SEALANT, TYP. RIGID INSUL. m Q CRAFTS T MAN INC. #SSI-760 & 1 1 ALUM. CUTAINWALL WOOD SHIM, TYP. . . DAMP PROOFING> WOOD Q m SYSTEM 0 M #SSI-210 - WOOD SILL BRICK a� N ALUM. CURTAINWALL _0 BACKER ROD & WOOD TRIM: S&S 4" SYSTEM �/� JO 0- SEALANT N CRAFTS MAN INC. a 8" C.M.U. V♦ i LL � BRICK SILL #SSI-760 & 5/8" G.WB. ON 1-5/8" o #SSI-210 HEAD METAL STUDS j� Lq MTL. THRU-WALL �"'�2 _ CONT. ALUM. SET IN = �■■ N TYP. BACKER ROD & 3"-1 -0 MASTIC, TYP. O J FLASHING, 1-1/2" POLYISO- SEALANT _ - o CYANURATE REFLECTIVE N BACKER ROD & CAST STONE BASE SEALANT RIGID INSUL. o ASPHALTIC SEPARATION, a DAMP PROOFING � _- � - - - _ BRICK FLASHING, TYP LL � - - 1-1/2" POLYISO- -n.P a CYANURATE REFLECTIVE 2 3 0 RIGID INSUL. *WOOD TRIM IN ROOMS WOOD CASING: S&S 0 12" C.M.U. - 105, 109, 111 CRAFTS MAN INC.- N Z V 5/8" G.WB. ON 1-5/8 DAMP PROOFING DAMP PROOFING 4 1 /2" #SSI-233 METAL STUDS ALUM. STOREFRONT z SYSTEM Comm. No: 12010.00 12" C.M.U. Date: 01 16/ 14 J 5/8" G.WB. ON 1 1 /2 BRICK Drawn: AEW w SILL METAL FURRING JAMB S33"=1'-0" CHANNELS J1 3"=1'-0" Revised: ADDENDUM 4 1/2 » / 1 02/05/14 1 BRICK SOLDIER COURSE z - 2 3/4' ALUM. STOREFRONT j 1-1/2" POLYISO- : SYSTEM CYANURATE REFLECTIVE WOOD SILL Q 5/8" G.WB. ON ACOUSTICAL BATT RIGID INSUL. 1-5/8" METAL STUDS WOOD TRIM: S&S � INSULATION, TYP. DAMP PROOFING CRAFTS MAN INC. Q #SSI-760 & CAST STONE 8" C.M.U. MTL. THRU-WALL SS] 5/8" G.W.B. ON 6" CONT. ALUM. SET IN FLASHING, TYP. >04 BACKER ROD & METAL STUDS MASTIC, TYP. 12" C.M.U. WOOD CASING: S&S o D 5/8" G.WB. ON 1-5/8" CRAFTS MAN INC.- - SEALANT _ METAL STUDS SSI-0431 CAST STONE SILL MTL. THRU-WALL CONT. ALUM. SET IN SHELF ANGLE, TYP. FLASHING, TYP. MASTIC, TYP. BACKER ROD a SEALANT, TYP. cv WEEP TUBES, TYP. 1-1/2" POLYISO- 19 -LFIWOOD SHIM, TYP. WOOD SHIM, TYP. 8" CONCRETE LINTEL CYANURATE REFLECTIVE TO THE BEST OF MY KNOWLEDGE, THE I RIGID INSUL. PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. N CONT. ALUM. SET IN DAMP PROOFING s ASPHALTIC SEPARATION, MASTIC, TYP. CCL BACKER ROD & CAST STONE �. s TYP. SEALANT, TYP. ,t ii!„ 1 /¢ N WOOD CASING. S&S 2 3/4 ASPHALTIC SEPARATION, CRAFTS MAN INC.- *WOOD TRIM IN ROOMS 8" C.M.U. AUTOMATIC SLIDING 2 3/4 #SSI-233 105, 109, 111 TYP. o DOOR ALUM. CURTAINWALLWOOD SHIM, TYP. 5/8 G.WB. ON 1 5/8 0 4 1 /2" SYSTEM 4 1/2" METAL STUDS, TYP. N © 2011 HARVARD JOLLY, INC. JAMB JAMB SILL HEAD ALUM. STOREFRONT SILL SYSTEM � ilo 3"-1' J5 S2 3"=1'-0" H1 3"=V-0" S1 A15al T S W a a� o D_ 0 8" C.M.U. � 5/8 G.WB. ON 1-5/8 m METAL STUDS, TYP. Q Lu w w 1-1/2" POLYISO- I� CYANURATE REFLECTIVE v7 RIGID INSUL. d z g U) DAMP PROOFING 0 3/4 CEMENT PLASTER z_ ON METAL LATH ON D BRICK 3/4" EXT. GRADE p d w PLYWOOD SHEATHING, TYP. CONT. ALUM. SET IN CONT. SELFADHERING MASTIC, TYP. z MEMBRANE WATER- BACKER ROD & a PROOFING, TYP. N SEALANT 1-1/2" FOIL FACED WOOD SHIM, TYP. D� POLYISOCYAN U RATE RIGID 5" _ INSULATION, TYP. ASPHALTIC SEPARATION, TYP. N 3-5/8" METAL STUDS, g zo TYP 2 3/4' ALUMINUM STOREFRONT cz E a lb 6" METAL STUDS, TYP. A g c 4 1/2" m�� N 5/8 G.W.B., TYP. v 2 aQ a c$ N O t+ u_ CV � O JAMB � ui cn < w ALUM. STOREFRONT J9 3"-1 '-0" a! °-� � I- < � SYSTEM ALUM. STOREFRONT SYSTEM, TYP. 1-1/2" POLYISO- CYANURATE REFLECTIVE RIGID INSULATION, TYP. DAMP PROOFING BRICK 5/8" G.WB. ON 1-1/2" FURRING CHANNELS JAMB JAMB FLASHING, TYP LL JV 3"-1'-0" J11 3"'-0" WOOD CASING: S&S = CRAFTS MAN INC.- #SSI-0431 BRICK HEADER COURSE SHELF ANGLE, TYP. a THRU WALL - -- -- FLASHING WEEP TUBES, TYP. 4 8" CONCRETE LINTEL ACOUSTICAL BATT CONT. ALUM. SET IN \ a 4 e SHELF ANGLE INSULATION, TYP. MASTIC, TYP. ° r 4 BACKER ROD & eq SEALANT, TYP. SEALANT WOOD SHIM, TYP. WOOD CASING: S&S ALUM. STOREFRONT ALUM. LOUVER CRAFTS MAN INC.— SYSTEM #SSI-0431 ASPHALTIC SEPARATION, TYP. STOREFRONT DOOR TX 2 3/4' 5/8" G.WB. ON 6" METAL STUDS 4 1 /2" AM o 0 o WOOD SHIM, TYP. MULLION HEAD ALUMINUM LOUVER o HEAD M2 3"=1'-0" H7 3" = 1'-0" H5 3"=1'-0" J AUTOMATIC SLIDING Z 5" DOOR 011-1/2" 1-1/2" POLYISO- RIGID INSUL. - CYANURATE REFLECTIVE O RIGID INSUL. Q E CBRICK VENEER d d Q m q 8" CMU W/1 #5 DAMP PROOFING U Q d CONT. GROUT BRICK CELL SOLID d 8 C.M.U. LL 01 HEAD 5/8" G.WB. ON 1-5/8" `n ALUM. STOREFRONT SEALANT Hfi 3"=1'-0" METAL STUDS, TYP. Z J SYSTEMf77-77-77- _ O J BACKER ROD & N N SEALANT V 4 1 2" CONT. ALUM. SET IN 0 MASTIC, TYP. CONT. WOOD SHIM, TYP. J STEEL ANGLE- a, � � 0 SEE STRUCTURAL o 3-5/8" METAL STUDSIN Z V 2 3/4 ALUM. LOUVER ALUM. STOREFRONT ALUM. STOREFRONT 0 2 3/4 SYSTEM SYSTEM Comm. No: 12010.00 4 1 /2" Date: 01 / 16/ 14 w i MULLION JAMB ALUMINUM LOUVER JAMBLIJ Drawn: AEW M1 3"=1'-0" ilo 3" = 1'-0" JV 3"=1'-0" Revised: 1 ' ADDENDUM 1 02/05/14 z ALUM. LOUVER' CONT. ALUM. SET IN MASTIC, TYP. CYANURATE REFLECTIVE 5 1-1/2"POLYISO— SEALANT �' N �; c RIGID INSUL. Sri d DAMP PROOFING Q _ BACKER ROD & BRICK `V STEEL ANGLE SEALANT p CAST STONE SILL d 8" C.M.U. 4. e TH RU WALL 5/8" G.WB. ON 1-1/2" a FLASHING MTL. THRU—WALL FURRING CHANNELS ALUM. STOREFRONT �,o FLASHING, WA SYSTEM a. BRICK SILL 1-1 /2" POLYISO— :N BACKER ROD & SEALANT CYANURATE REFLECTIVE a CONT. ALUM. SET IN TO THE BEST OF MY KNOWLEDGE, THE m • 6_ RIGID INSUL. MASTIC, TYP. THAN S AND MIN MUM SPECIFICATIONS CIFIBUILDATONSNG COMPLY WITH DAMP PROOFING WOOD SHIM, TYP, t Q. CAST STONE ASPHALTIC SEPARATION, N 8" C.M.U. TYP. 8" C.M.U. o � • • � 5/8" G.WB. ON 1-5/8 2 3/ 4 METAL STUDS, TYP. ALUM. STOREFRONT r - SYSTEM 0 o N © 2011 HARVARD JOLLY, INC. 4 1 /2" 13 HEAD SILL ALUMINUM LOUVER SILL JAMB 71 H3 3"=1'-0" S5 3" = 1'-0" S4 3"=1'-0" J7 3"=1'-0" A152 r _ i I c c O Z L LI p b � U LLJ Of JU 7F m CO I.. � = o �w to MIRRORS * WIDTH SHALL MATCH WIDTH OF COUNTERTOP O 4- CD e N H O CL pcY N p V) MOO CD N a ~ co m O N O CD r r r - - r r r r r r r 2A H 7A 9A F10A Fl0B 15A Fl6A Fl7C F0A] I [30E] F401A SEAT COVER NAPKIN SOAP DISPENSER DISPENSER DISPOSAL TOILET TISSUE DISPENSER GRAB BARS ROBE HOOK S/S SHELF MOP RACKS ELECTRIC HAND DRYERS MULTI PURPOSE UNITS CHILDCARE UNITS 12'-3 1/ 2" 1 1 r—'7rr W—rol ')r —SZrr PUBLIC RESTROOMS C 71/4"=l)—O" V 2 1, 2" 9'-4 1 /2" a _I +�\ m 0/ I �I / I Y m i I 120 J STAFF TOILET /C O 0 1 NTF-1 a .�. -I I N o STAFF TOILET 123 41 B7 0 1/4rr=1—pr, ld1 I .n J U w ACCESSORY MOUNTING HEIGHTS 1 /4"=1 '—O" WE m u I ORESCENT LIGHT URE 1'-0" L A" M ETAL FRAMING, TYP. CEILING GRID METAL EGGCRATE LAY —IN PANEL 5/8" GYP. BD. — PAINTED, TYP. 3%" METAL FRAMING, TYP. LIGHT TROUGH DETAIL R TO RCP* KNEE SPACE ACCESSIBLE SINK / LAVATORY 1 /2"=1'—O" 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 1 B 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 10A 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 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. SPECIFICATIONS AND SIZES OF ACCESSORIES ARE BASED ON BOBRICK 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 HANDI LAV—GUARD OR APPROVED EQUAL, WHITE. TYPICAL ACCESSIBLE TOILET ROOM ELEVATIONS 1/4 =1 —0 SEMI —GLOSS PAINT 2"x6" CT SHELF RAIL 3"x6" CT FIELD TILE 3"x6" COVE TILE BASE TYPICAL WALL TILE ELEVATIONS 1/4"=1'—O" Of I w 2 cn U- O 0- O2 Comm. No: 12010.00 Date: 01 / 1 6/ 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. I © 2011 HARVARD JOLLY, INC.I A16.1 1 "=1 '—prr J 1 2 1 DIN BRICK DETAIL 1 1 /2" = 1 '-O" 1/ 3 1 /2" B7 STONE DETAIL 1 1 /2 = 1 -0 UTLIITY SIZED BRICK STRETCHEI 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 ACOUSTICAL 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. 1/ 3 1 /2" D6 STONE DETAIL 1 1/2" = 1'-O" 1 /- B STONE DETAIL 6 1 1 /2 = 1'-0" 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. BRICK AND STONE LEGEND SMOOTH FACED STONE BRICK TYPE 2 KEY NOTES Oj BLEND BRICK TYPES 1 AND 2 FOR FIELD BRICK. 85% TYPE 1 AND 15% TYPE 2. OALUMINUM COPING OBULLNOSE SILL/ WATER TABLE J Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: AEW Revised: 1 10/17/13 TO THE BEST OF MY KNOWLEDGE. 1 PLANS AND SPECIFlCA110NS COMPLY THE MINIMUM BUILDING CODES. © 2011 HARVARD JOLLY, INC.I CORNICE DETAIL A/7 NITC w = ELEVATION DETAIL r%%J 1', = 1 .—n„ A20.1 G 1 v 0 roll I N 41 0 0 0 n J_ Q F- LJ in rn v L J a au N I CD 0 0 CD N 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„ ," SEALANT AND BACKER ROD BRICK RIGID INSULATION CONT. DAMPROOFING ELASTOM ERI C MEMBRANE FLASHING CMU WALL — WALL BRICK CONTROL JOINT DETAIL 4 311 =1'-D,) SEALANT AND BACKER ROD RIGID INSULATION CMU CONT. DAMPROOFING ELASTOMERIC MEMBRANE FLASHING CMU BRICK CONTROL JOINT DETAIL C3 3"=1'-0" MODULAR SIZED BRICK ROWLOCK COURSE, TYP. —MODULAR SIZED BRICK ROTATED 45 DEGREES, TYP. f—8" C.M.U., TYP. �1-1 /2" FOIL FACED POLYISO. RIGID INS., TYP. � CONT. DAMP PROOFING, TYP. B3 CORNICE DETAL 1 1/2' = 1'—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. E2 INTERMEDIATE PILASTER PLAN DETAIL 1 1/2 = 1 0 C2 CORNER PILASTER PLAN DETAIL 1 1 /2 = 1 0 go 1., 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. J 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. 7 ",4, 7 2011 HARVARD JOLLY, INC. INTERMEDIATE PILASTER PLAN DETAIL CORNER PILASTER PLAN DETAIL CLERESTORY TRIM DETAIL A7 „ _ _ - A20,2 1 , 2 = , 0 4 , 1 /2" ,'-0" A2 , 1 /2„ 1'-0" In J E m m 0 a v 0 (V r 0 6 a a� L , o_ 00 0 0 c� rn c E 0- U Z' m J D L r n aD N 0 0 M M 0 CV cc a� (GATE VALVE, VALVE BOX & PAD INSTALLATION ` WIRE MESH (6 GAUGE 4' x 4' W WFj iN B L N WATER B CONCRETE PAD GATE VALVE WITH BOX & COVER CHARLOTTE PIPE 'ROADWAY BOX' OR EQUAL WOOD OR CONCRETE BLOCK 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: 02-14-05 PD-1118 CO-2 WALL CLEANOUT HIIJBLESS CAST IRON PPE W/ACCESS COVER FINISHED WALL SURFACE STAINLESS STEEL OR NICKEL BRONZE THREADED CLEANOUT ACCESS COVER AND PLUG F A FSEMOUNT FLUSH WIALL TEST TEE HEAVY DUTY, WIDE--i BODY COUPLING. REFER TO THE SPECIFICATION. CONSULTING ENGINEERING ASSOCIATES, INC.'. REV: 02-09-05 PD-0102 CO-1 EXTERIOR CLEANOUT TOP Ir 5� q9y VANDAL41ESISTANT SCORIATED COVER THREADED CLEANOUT PLUG. 12' x 12' SQUARE OR 14' THICK CONCRETE PAD I r- FINISH GRADE OR PAVING CAST IRON ACCESS BOX MIN. 4' PIPE EXTENSION UP 4• TO CLEANOUT PROVIDE TWO-WAY ENCASE IN 3000 PSI CLEANOUT FITTING CONCRETE%MIN 4' THICK WHERE SPECIFIED WYE FITTING & PLUG AT END OF LINE 4' (TYP) 4' (TYP) CONSULTING ENGINEERING ASSOCIATES, INC REV: 02-09-05 PD-0104 VENT THRU ROOF (VTR) i CONSULTING ALL VENTS THRU ROOF SHALL BE A MIN. OF 1W-O' FROM ALL OUTSIDE AIR INTAKES, WINDOWS, DOORS, ETC. TURN FLASHING DOWN INTO PIPE VENT STACK IVT� 4 La LEAD FLASHING ROOFING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF TYPE AND SPECIFIC INSTALLATION DETAILS RISER CLAMP. ATTACH TO BUILDING STRUCTURE SEE STRUCTURAL DRAWINGS INC. REV: TP-I WATER SAVER TRAP PRNER � WALL HUNG LAVATORY WATER SAVER TRAP PRIMER SIMILAR TO JR SMITH FIG. 2696-1-1/4'/1-10 CLEANOUT PLUG FLOOR DRAIN WITH DEEP SEAL TRAP FINISHED WALL FINISHED FLOOR SLOPE TO DRAIN. CONCEALED ARM LAVATORY SUPPORT WHERE SPECIFIED 1/2' TYPE L' HARD COPPER 'rT7r[.T�ir'� TYPE K SOFT COPPER W/ NO JOINTS BELOW FLOOR ......... .. ....... .. CONSULTING ENGINEERING ASSOCIATES, INC. REV: 02-09-05 PD-04M TP- 2 TRAP PRMER 1/2' COLD WATER SUPPLY NEAREST DOMESTIC COLD WATER LINE IT TRAP PRIMER AS MFG. BY PPP, INC. 'OREGON #f (WHERE CONCEALED IN A ❑ WALL OR CHASE PROVIDE LOCKABLE STAINLESS STEEL ACCESS PANED SUPPLY TUBE BY PPP, INC. (17 MAX. LENGTH) 4 OUTLET DISTRIBUTION UNIT AS MFG. 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 H t • 4 d. • a'. d • Is • 44 • • CONSULTING ENGINEERING ASSOCIATES, INC. ' REV: 62-69-05 PD-0407 (LAVATORY GABBER SET SCREWS SET SCREWS FINISHED WALL RECTANGULAR STEEL UPRIGHTS CAPPED LEVELING SCREWS SEE MOUNTING HEIGHTS TOR GENERAL 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 INC REV: 02-09-05 WATER (-EATER/SHELF MOUNTED (4) 3/16' x 2' x 9' STRAP ANCHORS WITH 2' RETURN EQUALLY SPACED AND WELDED TO 1/4' x V GALV'D. STL PLATE 4'-0' LONG W/(4) 3/6' 0 THREADED STUDS EQUALLY SPACED TIME VACUUM RELIEF VALVE SWITCH SHUT-OFF VALVE TANK SIMILAR TO AMTROL ST-5 "__---EXPANSION -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 (TYP) - - WATER HEATER REFER TO SCHEDULE ❑ FOR SIZE AND MFGR CORROSION RESISTANT HEATER SUPPORTS GALVU STL< 1-1/4' x 1-11V x 1/16' MACE -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' GALVJD STEEL GRATE -WELD TO 0 FRAME I ROUND ALL EXPOSED CORNERS OF MOP THE ANGLE FRAME BASIN 1/4' GALV D STEEL GRATE GALVU STL < FRAME 1-1/4' x 1-1/4' x 1/16' - WELD ALL AROUND NO IE MOUE V x 4' x 3/16' GALVU STL PLATE HEATER AS HIGH WELDED TO STEEL BRACE ANCHOR TO AS POSSIBLE CMU WA2) 3/6' 0 GALVD EXR BOLTS 3' LONG CONSULTING ENGINEERING ASSOCIATES, INC. REV: 02-02-07 PD-0601 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 HANGS CAST It—— SI7t= BAbO :4 THROUGH 24 INCH CAST IRON PIPE ........ ......... ......... ........................ ..........., CONSULTING ENGINEERING ASSOCIATES, INC. REV: 02-11-05 PD-0OW I WE HANGER FOR cow TUBE � ALL THREADEE LOCKING NUT ADJUSTABLE ALL THREADED HANGER ROD LOCKING NUT ADJUSTABLE SWIVEL RING ANVIL CT-69 PIPING CONSULTING ENGINEERING ASSOCIATES, INC. REV: 10-20-11 PD-0911 1 PLUMBING 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 EN11RE 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 BEE UAL 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 B137.3, CSA B181.2 OR CSA B182.1 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 B602 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 ASTMM B 447. FITTINGS SHALL BE COPPER OR COPPER ALLOY AND SHALL CONFORM TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS ASME 816.15, ASME B16.18, ASME B16.22, ASME 816.23, ASME B16.26 OR ASME B16.29. 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 PIPE RISE PIPE CONNECTION (TOP) �- PIPE CONNECTION (BOTTOM) SHUT-OFF VALVE (VERTICAL RISER) c SHUT-OFF VALVE (IN CAST IRON BOX) HOSE BIBB / WALL HYDRANT c WALL CLEANOUT 1� FLOOR CLEANOUT FLOOR DRAIN cc FLOW DIRECTION SHUTOFF VALVE GATE VALVE ��- CHECK VALVE (SWING) UNION STRAINER WATER HAMMER ARRESTOR OR -- �---L TEMP/PRESS RELIEF VALVE (ASME) F4 ABBREMTIONS 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 CRITERIA 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 WAVVING 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 >110- 1 W m m rn cq mmmi I- N 2 0 0_ 0 r` M M J U- Wm m o! w I- w a H m o Z m U9 Z Y 0_ w_ Q J Z H Q 0 Nt r r` CV O r Z r 0 o Mr rn - 0 tico,1 vt Q t0 �'' 00 E U ti(604LO000 v 0 LOL6C?I; u' Nc" T W ONgg COS �( 0 U N CEO 1 m mN O U- N- O� T r @ O a cn C It p 0 CO 0 c0 Z o� mo = C7 �m� m� UU ?cQ ilL�00_HW 17F CONSULTING ENGINEERING ASSOCIATES, INC. 6365 GUM HIGHWAY TAMPA. FLORIDA 33625 PHONE (613) 445-0225 EB 00003262 PROJECT NUMBER: 13006 COPYRIGHT (9) 2014 CONSULTING ENGINEERING ASSOCIATES, INC. Q J VZ J O Z Ill DVo� JLL O o J co w Z = O J V I CO W W W Z p N Z N V 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 P0.1 LL s 11 IJ J ABBREVIATIONS JSYSMBOLS GENERAL NOTES CODE CRITERIA 0 0 U Y m 6 a 0 N ai 0 0 a a� a� Co 0 0 ch r U Q 2 0 0 Q U 21-1 J N 1E L Q. N 00 0 0 c� c� 0 N m O U N O ^L n w U LW w w Q w U E m * NOTE AB&9EW7XI S AND sus OOWAII�W HHIMM 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 ON 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 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 N I C NOT IN CONTRACT NTS NOT TO SCALE 0 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 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 Wj 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 R MAY OR MAY NOT BE USM ON 7M PW&ff • 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 z RETURN AIR GRILLE ® EXHAUST AIR GRILLE DENOTES DIFFUSER IDENTIFICATION '- 00 DENOTES CFM 64 �- DENOTES NECK SIZE -��-► 1' DOOR UNDERCUT DUCT MOUNTED SD SMOKE DETECTOR, PROVIDED BY DIVISION 26, INSTALLED BY DIVISION 23. M❑ MOTORIZED DAMPER QT THERMOSTAT © HUMIDISTAT T❑ TEMPERATURE SENSOR ❑H 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 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 $150.00 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 20WG. OVER 10UPTO2'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 = 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 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 DUCTS SHALL BE FACTORY INSULATED WITH 3/4' THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE 7HERMAFLEX' 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'-0'. 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 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. 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 1/87FOOT). 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 40 . 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 MANUFACTURER'S 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. NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 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. *FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - FBC 2010 FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 4.00 *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 OUTDOOR 'F SUMMER INDOOR WINTER INDOOR TEMP DB/WB TEMP 'F DB/96RH TEMP 'F DB ZEPHYRHILLS, SUMMER WINTER FLORIDA 91.4/799 42.9 75/50 70 FLOOR INSULATION R=0 LOAD WALL INSULATION R=13.75 CRITERIA ROOF INSULATION R=26 GLASS TYPE U=028 SC=036 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, STRUCTURAL, 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 ENGINEER'S 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 105.13.4.4 OF THE FLORIDA BUILDING CODE AND 633 FLORIDA STATUTES. DRAWING INDEX MO.1 HVAC LEGENDS, NOTES, AND SYMBOLS M5.1 HVAC FLOOR PLAN M6.1 HVAC SCHEDULES M7.1 HVAC DETAILS M8.1 HVAC CONTROL DIAGRAMS 10* W 0 CD N r- a. O 0 0 rl- CM M UJ LL 0 Wm W w w a zz U� z Y Q w_ J z 0 N CD r r O co r � O O CO d *)j C?CO cc O H Q o0 N 4j O 6 C? O 0 C', U O a� 0, J,�rn �0 T w iz N p 'a L C O` C7 co r °D o m LL 0 z 0 0 (D co rn 0 U c (d 0- E U 0 Cn o LLLL�0`m0E- 3: qik CONSULTING ENGINEERING ASSOCIATES, INC. 8355 GUNN HIGHWAY TAMPA, FLORIDA 33625 PHONE (813) 448-0225 EB 00003962 PROJECT NUMBER: 13008 COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: Q a: ca J UZ J0 W �U oD O tl�� JOp Jam' J L- w Z O a Z oJCL Y) C cl) 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. 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I ........3- ....:._. ... :....:...:.: .. .: :.... .:::..............-,........:..... ;... ...: .: � ::'..:.: ..: :.i i? 0 ...: .. ._ .................... -'...- . - _........ ._............. ........... .....' .. :...:::. .:.:.::-. TaF' -I : c 'x T :: ..- -- -.. �.� _.._..".;.. — .-: ..._"." j-._ :[ i i i �� �� -_ :22X2 2: ' _. .' f . .::_....�.-:.-.:..:8.. ._.-A.._.-. ..-.- .�:-.. ...-....., �':_.-.... .::�.�.-....S.. ...._:::::�:..::-... .... . '.� '.: ..: �':.':-.. / 13 .�...:... ..-.......--:.- *,-..��%%'":..... .-...� -.:.. ...:....... .......... - . : ....:...,....."*_a-.-. .... .�- ... ... I . : : r HVAC : . : : : : CI OOR PLAN . I . ; I I : : . : m : N t . � � : . : . . . 0 2' 4' 12' HVAC CODED NOTES: ❑1 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. 101 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"O 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. � .................... _.- ' __.::',,..._ ....... - ........... .....: 14 1 r'l I-1 A 1^l I >— w iiiiiiiiiiiiiiiiiiiiiiii co ll� 0� co rn OR mmmi N DN I'- W O V 0 mmmm% cr) CU J LL • Wm W W W Q z z m ~ C)(D z Y Iz W_ —, = < z 0� 2E 0 It rl- o � oCC',) MO z O1— Q(o� �~ "' r-tirn0 v�000 In M �NN mE o U O 't �,N-O.<-p<�r-CO mummm�rn E� (? OO>W O -0 U LL m5 11) � a N0,Of6 — 'IT_ L c ti� N ) ;-0 0 mO W O z M >' u0i I, co O J� V m C 0- co g QO = E V }S _U (n L LL LL ---) 0 M U) ?3 P 3: 0 qF CONSULTING ENGINEERING ASSOCIATES, INC. 8355 GUNN HK1i1WAY TAMPA. FLORIDA 33626 PHONE (813) 448-0225 EB 00003962 PROJECT NUMBER: 13008 COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a a: m — J � C.) z � —p = — z W (0�_ U a 0:31 2 a. =)orV O i,,,,,,,= 00 J J J � � .. Z O Z J J IIIIIIIIII11m U U mm m m T i a. 3: %' X IIIIII- cl) W W a. W Z O N Z N U Comm. No: 12010.00 Date: 01/16/14 Drawn: MAC/M L/SG Revised: TO THE 8ES T OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. SIGNATURE DATE JOHN W. WELLS, III, PE PE 0049347 M5,1 IN— LINE FAN — CEILING MOUNTED FAN TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DUCTWORK OR CEILING. ATTACH TO BUILDING STRUCTURE- 30 THREADED ROD. VERIFY WITH FAN MANUFACTURER FOR FAN WEIGHT. PROVIDE SPRING ISOLATORS FOR ALL FANS. IN -LINE FAN. TRANSITION INLET AND OUTLET DUCT AS REQUIRED TO CONNECT FAN. AIRFLOW PROVIDE MOTORABELT 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 MD-0447 DUCT ACCESS DOORS BUTT HINGE 1' x V, OR PIANO HINGE LOCK TYPE 1 SASH LOCK VIEW PORT FRAME 1 IF SPECIFIED HINGE POSITION 1 LOCK TYPE 1 FRAME 2 t DOOR 1-1/4' I'I DUCT 1_LLLLa FRAME TYPE 4 MQIE; OTHER ARRANGEMENTS THAT SATISFY FUNCTIONAL REQUIREMENTS ARE ACCEPTABLE t—P, FRAME 2 FRAME 3 HINGE POS. 2 HINGE POS. 3 DOOR FRAME 1 DUCT EXTERIOR /D6R ON INSULATED DUCT SPOT WELD EXTENSION COLLAR TO DOOR FRAME OR FORM INSULATION AS A SINGLE UNIT. GASKET DUCT—i r-- GASKET MAX DIM. NO. HINGES NO. HANDLES GAUGE DOOR BACK FRAME 12x•L2 2 1 26 26 24 16x20 2 2 24 26 22 24x24 3 2 22 26 22 CONSULTING ENGINEERING ASSO 0 v 0 U a� >, m 0 v 0 N v ai o m a� 00 0 0 c2 U > 2 0 Q U S J L a a� N 0 O O M M O N L M U 0 ^L I..L Q w U iY W ry w cn w J LL_ Q w U ai E BRASS CAM LOCK GENERAL Nf�TFQ 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. ;IATE% INC. REV: 08-07-01 MD-0509 SINGLE DUCT VAV TERMINAL W/ ELECTRIC FEAT VAV BOX TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DUCTWORK OR CEILING. 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' WIG. CLASS DUCTS AND ON ALL ARM 4 DAMPERS OVER �• 12' DIAMETER FIG. C DAMPER ?�_ ffF L DUCT FIG.ROUND ELEVATION 30 QUADRANT DUCT BEARING OPTION 10 QUADRANT DUCT 30 PIN FOR SINGLE 10 ROD -PIN BLADE DAMPERS 22 GA. BLADE 16 GA BLADE 1/8' CLEARANCE ALL AROUND 10CLEARANCE ALL UP TO 18' GENERAL NOTE, AROUND 11 OVER 4' HIGH USE 19' TO 48' FIG. A MULTIPLE BLADES FIG. B F— STIFFEN AS Or." I I DCI'1 1/2' o o O 6 OUTSIDE INSIDE END BEARING END BEARING FIG. A OR REQUIRED ON 2' W� SIDE ELEVATION CLASS DUCT. OPTIONAL ON OTHERS. CONSULTING ENGINEERING ASSOCIATES, INC. I REV: W-07-01 MD-05N RECTANGLAR DUCT HANGERS MINIMUM SIZES MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT. SPACING 8 FT. SPACING 5 FT. SPACING 4 FT. SPACING DUCT PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD P = 72' 2 1' x 22 GA 1/4' 1' x 22 GA 1/4' 1' x 22 G.A. 1/4' 1' x 22 Glk 1/4' P = 96' 1' x 18 GA. 3/8' 1' x 20 GA. 1/4' 1' x 22 GA. 1/4' Y x 22 GA. 1/4' 2 P = 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' 2 P = 168' 15' x 16 GA. 10 1' x 16 GA. 3/8' 1' x 18 GA. 3/8' V x 18 GA. 3/8' 2 P = 19Z 1/2' 15' x 16 GA. 1/2' V x 16 GA. 3/8' P x 16 GA. 3/8' 2 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. 1' x 20 GA. - 320 LBS. 3/8 DIA. 680 LBS. 15' x 16 GA. - TWO 3/8' DIA. 'P x 18 GA. - 420 LBS. 1/2 DIA. 1250 LB& PLACE FASTENERS IN SERIES, V x 16 GA. - 700 LBS. 5/8 DIA. 2000 LBS. NOT SIDE BY SIDE 15' 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 LAADSI 3. CONSULT AISI LIGHT 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 LISTED ASSUME THAT DUCTS ARE 16 GA. MAXIMUM. 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 SCREWS. CONDENSING UNIT PROVIDE CONDENSER COIL GUARDS \-- PROVIDE CONTINUOUS 22 GAUGE STAINLESS STEEL STRAPS (THREE PER SIDE) 1' THICK NEOPRENE PADS) EXISTING CONCRETE PAD REMAIN. CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-10-04 MD-0444 TURNING VANES AND VANE RUNNERS VA2 GA. I MIN. S GA VANES �o CHANNEL, WITH VANES 45' 45' TACKED IN FOR HIGH RUNNER VELOCITY APPLICATION SINGLE VANE WITH Q. 3/4' TRAILING EDGE RUNNER FLAT 22 GA TYPE 2 cilo ic) Ica:, 0 v p� 46* Q� R = 2' RUNNER TYPE 1 1 itz I SP = 1 1/2' MIN. SCREW EVEI , , 6TH VANE SINGLE VANE SCHEDULE SIZE R SIP GA. SMALL 2' 1-1/2' 1 24 LARGE 4-1/2' 3-1/4' 1 22 LT, SCREW, OR LD TO DUCT 45' 45' GENERAL NOTES: P DOUBLE VANE FOR DUCTS GREATER THAN 18' x 18' SINGLE VANE FOR DUCTS UP TO 18' x 18' CONSULTING ENGINEERING ASSOCIATES, INC. REV: 08-07-01 MD-0507 LOWER HANGER ATTACHMENTS 2)Q'x1/4' ANGLES TRAPEZE HANGERS STRAP HANGERSWIDE STRAP OR ANGLE 3/8V ROD � MAX N SPACING 4 ESIZE BOLT(S) FOR LOAD 50 DIA. MIN. 2* Cx1/4' ANGLES #10 SM SCREWS MIN. 2' 0xl/4' ANGLES LARD RATEDF SPAN 2 JOISTS FASTENERS SLING 7\ AVOID DISRUPTION HANGER STRAP OF INSULATION ROD BAND OF SAME SIZE PURRED AS HANGER STRAP TRAP ATTACHMENT HANGER RODS OR STRAPS ANGLES 2W'x1/4' NUT (TYPE ALTERNATE LOCATI HANGERS FOR STACKED DUCTS GENERAL NOTES 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. REV: 08-07-01 MD-0512 AHU CONDENSATE DRAIN PIPING ` SLOPED DRAIN PAN PROVIDED WITH UNIT CONDENSATE DRAIN CONNECTION TO UNIT DIELECTRIC UNION BRASS CLEANOUT PLUG COPPER TYPE L TOTAL A HEIGHT MUST EQUAL OR OF EXCEED TOTAL COIL TRAP B STATIC PRESS. (4' MINI REFER TO MECHANICAL I -t SCHEDULES. DEEP SEAL TRAP POSITIVE STATIC PRESSURE (BLOW-THRU) A= AT LEAST ONEW INCH PLUS CASING STATIC PRESSURE B= AT LEAST ONEW INCH TOTAL HEIGHT OF TRAP-- A+B+(15 x PIPE DIAL NEGATIVE STATIC PRESSURE mR�4W-THRU1 A= ONE HALF (1/2) B B= AT LEAST ONE (1) INCH PLUS CASING STATIC PRESSURE TOTAL HEIGHT OF TRAP-- A+B+(15 x PIPE DIAL CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-24-01 MD-0211 FIVE —SIDED RETURN GRILLE PLENUM BOX AIRFLOW l 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 _—H INSULATED PLENUM BOX FOR FLAT BLACK PAINT. RETURN DUCT CONNECTION TO GRILLE FIRE DAMPER MOUNTING AT WALL PENETRATIONS (NOTES) CODED O NOTES: PROVIDE PHIWPS #81 ai M) UL J555 APPROVED FIRE DAMPER RATED AT 1-1/2 HOURS (OR TO MATCH RATING OF WALL PENETRATION). O2 FUSIBLE LINK O3 SECURE THE DAMPER TO THE COLLAR WITH 1/4' DIAMETER STEEL BOLTS 6' ON CENTER ® PROVIDE 2 X 3 X 1% 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 LINEAR FOOT OF THE TOP AND 1A' PER LINEAR FOOT OF THE SIDE DIMENS#t>I"!S. a7 PROVIDE A BREAKAWAY DUCT CONNECTION PER MANUFACTURERS INSTALLATION INSTRUCTIONS. DO NOT INSTALL SCREWS IN BREAKAWAY JOINT. ® PROVIDE A I? 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 #B STEEL METAL SCREWS 8' ON CENTER. ® MINIMUM FIRE DAMPER SIZE SHALL BE 10',,( 10'. MECHANICAL rll CONTRACTOR 1$ M PEXAN X. DUCTWORK TRANSITION AT ALL FIRE <; •-VANIFIERS AS FA7t11RED. ® MAXIMUM AIR P11 THRU FIRE DAMPER SHALL BE 0.12' WJGL CONSULTING ENGINEERI INC. REV.08-07-01 AIR HANDLING UNIT SUPPORT —FLOOR MOUNTED AHU PAN TO EXTEND A MINIMUM OF 6' PAST CONDENSATE UNIT IN ALL DIRECTIONS. PIPING, REFER TO AHU CONDENSATE 6' AHU BASE DRAIN PIPING RAIL, TYPICAL DETAIL FLOAT SWITCH 1' THICK 6' THICK NEOPRENE PAD, CONCRETE PAD TYPICAL 4 DEEP d. ' • FLOOR :;�.: .yam ..:° ...•, :. a SECONDARY ..• . e DRAIN PAN CONSULTING ENGINEERING FLEXIBLE DUCTWORK INC. REV:09-10-04 MD-0445 �— 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 596 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 / / DUCT CLAMP DISTANCE OVER 6 FEET. DRAIN BANDS TIGHT WITHOUT CRUSHING DUCT, TRIM BANDS AFTER TIGHTENING \ / PROVIDE A FLEXIBLE SUPPORT SYSTEM, THERMAFLEX, 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 CEILING AND SEALED TO DUCT INSULATION. CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-24-01 MD-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 2-1/2" STUD OR RUNNER (BOTH BY GENL CONTPJ RETAINING ANGLE PROVIDE 4 SEPARATE ANGLES. DO NOT ATTACH TO CORNERS 11 6 4 #10 SCREWS N3' ON 6• CENTER MIN. 2 PER SIDE DAMPER COLLAR I FIFE DAMPER 5—�-0 'A' 1/2' THICK FILLER PIECES. 3-1AX 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 ENGINEERING BRASS I CAM LACK —1 HOUR RATED WALL INC. REV:08-07-01 MD-0702 N I` 2 O � O ti M UILL J wm 0 Of W w w � a cn Q — o T Z ...1.� ~ 0(D z Y w act Z Q 2 0 N o Z M O M0 CM, (0 C? �0 E U co ro u? � N J UJ _ co N p CEO �Y r (0 0 U 2 c6 O O m ON CO M 2N10-ON ,O - LL_ W en —�,A � O v 0 E2�3� = 0 0 -0 Z in CD 2 (D co �^ cnc C CL o >> J cam' U (II a. E (¢¢•) Cn ILL 0 a- (A H Q 3 0 17FA CONSULTING ENGINEERING ASSOCIATES, INC. 83W GUNN NiHWAY TAMPA. FLORIDA 33620 PHONE: (813) 448-02n EB 00003962 PROJECT NUMBER: 13DOO COPYRIGHT © 2014 CONSULTING ENGINEERING ASSOCIATES, INC. a: a: J VZ :3Z O _ w DV oV a.� oC0 ~ O p J J � j- w Z =OJV Z co W W W Z O N Z N V 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 M7.1 G r I ,_ -- ----- - -- � - �,- - - T � - � � � � r- - - - - - - - , r, -- - - -- 4: - _ -,- - � � - _ - _ -- I T a UTILITY METER �4" CONDUIT TO CITY HALL. SEE SITE PLAN. a A-256 A-25 PROJECTION 'SCREEN A 29 A-25 ( I BUTTON FOR AUTOMATIC R OPERATORS .................... 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 Fla PEE# 747oper87E Fla COA# 3967 POWER & DATA KEYED NOTES 0 WIREMOLD RF54E FLOOR BOX. PROVIDE WITH BRONZE FLUSH COVER, (2) DUPLEX RECEPTACLES AND (4) RJ45 DATA JACKS WITH CAT 6 CABLING BACK TO DATA RACK. 2O 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 CAT6 CABLES IN PATCH PANEL AND TEST CONNECTIONS. WIFI ACCESS POINT. PROVIDE CAT6 CABLE FROM DATA RACK TO THIS LOCATION WITH AN EXTRA 6' OF CABLE ABOVE CEILING. PROVIDE WALL PLATE WITH HDMI, VGA, AND 3.5MM STEREO AUDIO JACKS. HDMI, VGA, AND 35MM STEREO CABLES TO RUN FROM PLATE UP TO TV ON ADJACENT WALL. O6 (2) SHIELDED CAT6 (STP) CABLES RUN FROM BACK OF TV AT 60" TO COMPUTER AT CIR./TECH. SERVICES ROOM. lO (4) SHIELDED CAT6 (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 RECEPT, 125V, 15A. LEGRAND MODEL 'TR5262USBW. 9O SEE HVAC ELECTRICAL CONNECTION SCHEDULE FOR ELECTRICAL REQUIREMENTS. TYPICAL. 10 DATA OUTLET - (2) RJ45 JACKS WITH CAT6 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 CABLING 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 20813 34.4 60 45 3 E-23,25,27 CU-113 208/3 34.4 60 1 45 3 1 E-29,31,33 CU-2A 20813 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 14.4 30 20 2 E-18,20 VAV 1-2 208/1 19.2 30 25 2 E-22,24 VAV 1-3 208/1 38.5 60 50 1 2 E-26,28 VAV 1-4 20811 28.9 60 40 2 E-30,32 VAV 2-1 208/1 1 24.0 1 30 30 2 1 A-38,40 VAV 2-2 208/1 14.4 30 20 2 1 A-42,44 VAV 2-3 20811 24.0 30 30 2 1 A-46,48 VAV 2-4 20811 24.0 30 30 2 1 A-50,52 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 KM NORTH � POWER & DATA PLANS Ql�)SCALE I/4" = I'-0" W 0co 0 N 0 CID � o CIO • UM p W CD M M J LL Q � � M L ui U~ 0 J Q � m 0 w z w Yz F- rn w 0 T N LID p � Z O N� Q P• NAG U 1tb 1Zlj404 v 0 w 1 N - U- �� � C Lj- 0 c z �m 0 ' ago IL 3 �< 3 w 0 NF—Q 3 0 Comm. No: 12010.00 Date: O 1 / 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. I E4.0 I 0 2 DEDICATED PHONE LINES FOR FACP DIALER. - COORDINATE -WITH OWNER. - -�--- 3 FACP/DACT h 0 -.,, 0 r 1 m Q' i _V. FAA 15CD. . ,1 15CD LJ 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 FIRE ALARM SYMBOL LIST m FIRE ALARM MANUAL 42" AFF OR AS PULL STATION NOTED CHFIRE 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 0 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 C-1 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 0 12" AFF OR AS MAGNETIC DOOR HOLDER NOTED IN LJV 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 1. DEVICE BOX t*OUNTING HEIGHT IS TO THE CENTERLINE UNLESS OTHERWISE NOTED. 2. MAXIMUM FIRE ALAR1 DEVICE MOUNTING HEIGHT SHALL BE 80" AFF OR 6" BE' OW CEILING, WHICHEVER IS LOWER. FIRE ALARM GENERAL NOTES -—,1.� —--- s 3 I. ALL DEVICE BOX LOCATIONS SHALL BE FIELD VERIFIED BY THE ARCHITECT/OWNER AND/OR ENGINEER PRIOR TO INSTALLATION OF DRYWALL OR MILLWORK. Tk�k CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN ALL DEVICE BOX ROUGH -IN LOCATIibNS HAVE BEEN COMPLETED FOR A VISUAL INSPECTION OF ALL LOCATIONS. 2. CONTRACTOR SHALL INSTALL A GREEN EQUIPMENT GROUNDING WIRE IN ALL CONDUITS AND SHALL BOND THE GROUND WIRE TO ALL DEVICES 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 CUT-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 RECOMMENDATIONS 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 Y-O" 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 10FT OF ALL FIRE ALARM PANELS AND ELECTRONICS TO BE INSTALLED. S. 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 HVAC EQUIPMENT AND SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM SO THAT WHEN THE FIRE ALARM SYSTEM GOES IN ALARM, THE HVAC UNITS THROUGHOUT THE BUILDING WILL SHUT DOWN. TYPICAL FOR ALL AIR HANDLING UNITS. WIRE RELAYS FOR FAILSAFE OPERATION. O DUCT MOUNTED SMOKE DETECTOR(S) SHALL BE MOUNTED IN THE SUPPLY AND RETURN DUCT OF THE HVAC 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. PLm NOi;<1N TFRJE fF1 NOR FIRE ALARM PLAN SCALE 114" = 1'-0" '' LL 1~ co 0 N CR CO 00 00 00 a Q rn 0 co CM M J L.L d Q � � la— LO W U~ 0 Q �m 0 W z = QZ Y IF — CD CV LO O � Z U N O Mr:."LCm o �' W U LL IN� ki aU to it��0 � Q 3 0 z O IL CO Z d O 90 LU z Comm. No: 12010.00 Date: 01 / 16/ 14 Drawn: S R Revised: TO THE BEST OF My KNOWLEDGE, PLANS AN.D.;,. r'a.'r,.�rl6°� TfgtIS COMP!: WITH THE M Oil tTii iNs [30CODES C) 2011 I ii�RVARD JOLLY, INC. E I