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HomeMy WebLinkAbout36801 Eiland BlvdREVISIONS I BY G till 07AA 10 Lim' 9 9 Di 4 . CITY OF ZEPH` R � ALI CODS WC rcc 12t�U �� . Co CU 'ITN O C U O U N , w 3 N 3 o-�I- � O o\ a N CJ 0 0 U � Z _J U m _J O J m U N vi Es jd o W m L s o > m CD Q N .O G � � v 3 O a� J z Li — Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet T 1 1� f III II(I I �f-'1-1 -- - A55REVIATIONS MATERIAL LEGEND GENERAL NOTES WILDING CODE INFOfZIATION OF D'- uJ1 4 AND FADA FLORIDA ACCESSIBILITY O.D. OUTSIDE DIAMETER, EARTH/ FILL 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE APPLICABLE CODES t STANDARDS: TI TITLE _5HEET L ANGLE CODE OVERALL DIMENSION CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL T2 ION SHEET g AT F.N.A. FAMINE NAPKIN DISPOSAL O.F.C.I. OWNER FURNISHED, CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND THE FLORIDA BUILDING CODE, 2010 EDITION CENTERLINE F.N.v. FAMINE NAPKIN VENDOR CONTRACTOR INSTALLED BRICK FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. 0 BUILDING ELECTRICAL DIAMETER OR ROUND FPRF, FIRE PROOFING) OF.O.I. OWNER FURNISHED, PLUMBING A$) ARCHITECTURAL SITE PLAN • NUMBER OR POUND F.R. FIRE RATED OWNER INSTALLED c 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE A52 ApoC-HiTcC:Tur;�A+L SITE DETAILS A.B. ANCHOR BOLT FR. FRAME O.H. OVERHEAD, OPPOSITE ° CONCRETE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 2012 FLORIDA ACCESSIBILITY CODE FOR A/C AIR CONDITION FT. FOOT OR FEET O.H.CAB. OVERHEAD CABINET A1A DOCUMENT A201. BUILDING CONSTRUCTION Ala FLOC>R PLAN ACOUS. ACT. ACOUSTIC (AL) ACOUSTICAL LAY -IN TILE FTG. FURR. FOOTING FURRING OPNG. OPP. OPENING OPPOSITE STUCCO, CEMENT PLASTER, LIGHTWEIGHT 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF FLORIDA FIRE PREVENTION CODE 2010 EDITION AIt7 DII Ird�l✓t�ED FLOOR PLAN ADJ. ADJUSTABLE, ADJACENT FUT. FUTURE O.S. OVERFLOW SCUPPER CONCRETE ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE NFPA 101 LIFE SAFETY CODE FLORIDA EDITION C.fElLlr*L, f--"AN A.D.O. AUTOMATIC DOOR OPENER F.W. FLUSH WOOD O.R. OPERATING ROOM INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND NATIONAL ELECTRICAL CODE 2008 EDITION A2 f"AN A.F.F. ABOVE FINISH FLOOR PNT. PAINT CMU- LARGE SCALE � REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 43a EXTF_kk., < ELEVATIONS A.H.U. AIR HANDLER (UNIT) GA. GAUGE PF. PREFABRICATED NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. EXTi::miv1d ELEVATiLA tt� AL. ALUMINUM GAL. GALLON PL. PLASTIC LAMINATE '43o A.L. ACOUSTICAL LAY -IN GALV. GALVANIZED PLAS. PLASTER 11111H CMU- SMALL SCALE 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE OCCUPANCY CLASSIFICATION: 44a WALL SEGTICn�S ALT. ALTERNATE G.B. GRAB BAR PLBG. PLUMBING WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL A-+o L"LL ;,ELTi"5 ANOD. ANODIZE(D) G.C. GENERAL CONTRACTOR PLYWD. PLYWOOD TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL f•1`fc% A.P. ACCESS PANEL G.M. GALVANIZED METAL POL. POLISHED METAL -LARGE SCALE COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE FBC -BUILDING, CHAPTER 3 APPROX. APPROXIMATE G.M.L. GALVANIZED METAL LATH PR. PAIR UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE SECTION 304: BUSINESS OCCUPANCY - GROUP B A54 DLX.,R tAn EvJLE ARCH. ARCHITECT G.11I.9. GALVANIZED METAL STUD P.A. PARKING SPACE THE COST TO THE SUBCONTRACTOR A5po WlrZ C" SC:r+EC�uLE AUTO. AUTOMATIC GNP. GROUND PT. POINT - METAL OR SHEET METAL -SMALL SCALE NEIGWT AND BUILDINfz AREA: GR. GRADE P.A. PRESSURE TREATED 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION NI ARCHITECTURAL SI�ECIFICATIOtvS B.G. BUMPER GUARD GYP. GYPSUM P.A.D. PAPER TOWEL DISPENSER 0 PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING BLDG. BUILDING GWB. GYPSUM WALLBOARD PTN. PARTITION WOOD FINISH AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED FBC - BUILDING, CHAPTER 5: TYPE V-B, SPRINKLERED 1N2 AKCi-41%CTUr<AL C_It-ICATICAw* BM. BEAM H.S. HOSE BIB P.V.G. POLYVINYL CHLORIDE TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 300.00% BOTT. BOTTOM HBD. HARDBOARD NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY SI GENERAL NOTES B.U.R. BUILT-UP ROOF H.A. HOLLOW CORE OR Q.T. QUARRY TILE WOOD BLOCKING CONTINUOUS OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. ALLOWED PROVIDED 82a FfA.-kTICJrI PLAN u+vl� CAB. CABINET HCWD. HANDICAP HOLLOW CORE WOOD R. RI5ER OR RADIUS (o. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR TABLE 503: HEIGHT AND BUILDING AREA ,:?2e Ffk,,4-iiP*C. PLArJ C.B. CATCH BASIN DOOR R.G. RUNNER CHANNEL WOOD BLOCKING INTERMITTENT DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS b3a STfii3.4C-I6'r�LL DETAILS C.G.T. CUBICAL CURTAIN TRACK HDW. HARDWARE R.G.P. REINFORCED CONCRETE SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL MAXIMUM BUILDING HEIGHT 40' 38' bJ`TIW�t�uP►L DETf•11L C.C.U. CORONARY CARE UNIT HDWD. HARDWOOD PIPE NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL MAXIMUM STORIES 2 1 DER. CERAMIC HGT. HEIGHT R.D. ROOF DRAIN PLYWOOD CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. AREA PER FLOOR 21,000 SF 12,000 SF GF.G.I. CONTRACTOR FURNISHED- H.M. HOLLOW METAL RE. RELATIVE TO PI PLUMI5IrvG FLOOR PLAN CONTRACTOR INSTALLED HORIZ. HORIZONTAL RECEP. RECEPTACLE -1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. CONSTRUCTION TYPE: C.G. CORNER GUARD H.PT. HIGH POINT REF. REFERENCE GYPSUM WALLBOARD ESI ELECTRICAL SITE PLAN C.I. CAST IRON C.J. CONTROL HR. HOUR REFR REFRIGERATOR 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. FBC -BUILDING, CHAPTER 6 EI ELE07r+C;L ;�fi'EC1t=ILATIONS AND LEGrvD JOINT H.R. HANDRAIL RED. REGULATE, REGULAR COMPLETE SETS OF DOCUMENTS SHALL NOT B£ BROKEN UP FOR BID PURPOSES. SUCH C.L. CENTER LINE H.R.S. HEALTH AND REHABILITATE REINF. REINFORCING RIGID INSULATION ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TABLE 601 -FIRE RESISTANCE RATING FOR BUILDING ELEMENTS E2 ELECTrc+GAL LIC►-ITIrK_► r='LAN GLG. CEILING SERVICES REQD. REQUIRED TO BE PERFORMED. REQ'D PROVIDED E3 ELECTp�+ _r+L RI�Er< OIf�Gr�AM Ar•tD PANEL DLO. CLOSET H.S. HEAT STRENGTHENED REV. REVISIONS STRUCTURAL FRAME INCLUDING 1 G.M.U. CONCRETE MASONRY UNIT N.S.V. HEAT STEAMED VINYL R.H. ROBE HOOK BATT INSULATION S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR ►r=✓uiE COL. COLUMN HTG. HEATING RM. ROOM INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. BEARING WALLS, EXTERIOR 0 1-IR 0 HR COM. COMMON H.V.A.C. HEATING, VENTILATION, 4 R.O. ROUGH OPENING THIS INSPECTION IS REQUIRED 50 THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR BEARING WALLS, INTERIOR 0 HR 0 HR GONG. CONCRETE AIR CONDITIONING WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS NONBEARING WALLS, INTERIOR 0 HR 0 HR CONTT. CONSTRUCTION S.A.B. SOUND ATTENUATING DEFINED IN THESE CONSTRUCTION DOCUMENTS. FLOOR CONSTRUCTION INCLUDING CONT. CONTINUOUS I.G.U. INTENSIVE CARE UNIT BLANKET SUPPORTING BEAMS a JOISTS 0 HR 0 HR GONTR. CONTRACTOR I.D. INSIDE DIAMETER S.B. SET BACK 10. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ROOF CONSTRUCTION INCLUDING CORR. CORRIDOR IN. INCH(ES) S.G. SOLID CORE THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT SUPPORTING BEAMS 4 J015TS 0 HR 0 HR C.O. CASED OPENING/ CLEAN INCL. INCLUDE(DXING) SGED. SCHEDULE LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY OUT INFO. INFORMATION SCWD SOLID CORE WOOD DOOR ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. CPT. CARPET IN5UL. INSULATION SEAL, SEALANT VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING C.S. CONCRETE SEALED INT. INTERIOR SECT. SECTION AND NON BEARING BASED ON FIRE SEPARATION DISTANCE G.S.W. CAVITY SHAFT WALL I.P. ISOLATION PANEL S.F. SQUARE FOOT (FEET) 11. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN C.T. CERAMIC TILE I.P.S INSIDE PIPE DIAMETER SH. SHELVING, SHELF ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY LESS THAN 5' I HR N/A CTR. COUNTER, CENTER I.T. ISOLATION TRANSFORMER SHT. SHEET THE ARCHITECT OF RECORD. I HR N/A 0 HR N/A C-S. COMPUTED AXIAL I.V.T. INTRAVENOUS TRACK SIM. SIMILAR 20' 30' 0 HR N/A TOMOGRAPH S.M. SHEET METAL 30' AND OVER 0 HR 0 HR A SCANNER JAN. JANITOR S.M.S. SHEET METAL SCREW CTSK. COUNTER SUNK JT. JOINT S.P.B. SPECIMEN PASS BOX FIRE RESISTANCE C..W. CERAMIC TILE WAINSCOAT SPEC. 5PEGIFIGATION(6) G.A. CLEAN UTILITY K.P. KICK PLATE SPF. SOUNDPROOF ERGO 1OWLDING, CHAPTER 1 REQ'D OPENING K.S. KNEE SPACE 545 STAINED AND SEALED �2)�C837x�RIER ASSEMBLY PROTECO D.A. DELAYED ACTION 5.5. STAINLESS STEEL (TABLE 115.4) DBL. DOUBLE L. LENGTH 5TA. STATION FIRE WALL - 106.1 AND TABLE 106.4 N/A - D.E. DOUBLE EGRESS LAB. LABORATORY STD. STANDARD SHAFT / EXIT ENCLOSURES - 108.4 / 1018.1 DEPT. DEPARTMENT L.A. LAY -IN ACOUSTICAL STL. STEEL LESS THAN 4 STORIES N/A - PET. DETAIL LAM. LAMINATE STOR. STORAGE OCCUPANCY SEPARATION-_ 08 / 508 N/A - D.A. DRINKING FOUNTAIN LAV. LAVATORY STRL. STRUCTURAL TENANT SEPARATION - N/A - DIA. DIAMETER LBL, LABEL S.U. SOILED UTILITY .] 7.3 / N/A - EXIT PASSAGEWAY - 17.3 DIAG. DIAGONAL L.D.W. LESS DOOR WIDTH SUSP. SUSPENDED HORIZONTAL EXIT 10.4 .3 / 1 23N/A - DIM. DIMENSION LF. LINEAR FEET S.Y. SQUARE YARD A - .1 SINGLE OCCUPANCY FIRE AREA 101.3.9 N/A - ' DISP. DISPENSER LKR LOCKER CORRIDORS (OCCUPANT LOAD>30) - 1018.1 DN. DOWN L.L. LEAD LINED, LIVE LOAD T. TREAD, TOILET (SPRINKLERED) N/A - DR. DOOR L.P. LIGHT PROOF TA. TABLE DWR DWR DRAWINGS DRAWER LT.WT. LIGHT WEIGHT T.B. T.C. TEST BORING TOILET COMPARTMENT 5yM11/1I LEG�}'1 1 1 '�`/i� *' L/ V��l i7 �ST /•TIO � NOTES V �/ MEAf�iS EGZ'CESS• MAS. MASONRY T.D. TRAVEL DISTANCE EA. EACH MATL. MATERIAL TEL. TELEPHONE FBC - BUILDING, CHAPTER 10 E.A. EXPANSION BOLT MAX. MAXIMUM TEMP. TEMPERED, TEMPERATURE E.O.S. EDGE OF STEEL M.B. MACHINE BOLT T4G TONGUE 4 GROOVE I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE MAXIMUM FLOOR AREA PER OCCUPANT TABLE 1004.1.1: 100 5F E.J. EXPANSION JOINT MECH. MECHANICAL THK. THICKNESS) _ WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING 12,000 SF 120 PERSONS EL. ELEVATION MED.CAB. MEDICAL CABINET T.P.D. TOILET PAPER DISPENSER IN EXIT AND EXIT ACCESS AREA. GLASS "G" ELSEWHERE. ELEG. ELECTRICAL MED.PREP. MEDICAL PREPARATION T.P.N. TOILET PAPER HOLDER _ BUILDING SECTION SYMBOL ELEV. ELEVATOR MTL. METAL TREAT. TREATMENT 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A EMER EMERGENCY MFD. MANUFACTURED T.V. TELEVISION KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 E.P. ELECTRICAL PANELBOARD MFR. MANUFACTURE TYP. TYPICAL SURFACE BOLTS SHALL NOT BE USED. LEVEL (FIRST FLOOR) 120 x 0.2 = 24" EPS EQ. EXPANDED POLYSTYRENE EQUAL M.G. M.G.A. MEDICAL GAS MEDICAL GAS ALARM UG. UNDERCUT 3. ALL GLAZING WITHIN A 24 INCH ARC, OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 60 OJCT C EQUIP. EQUIPMENT M.G.O. MEDICAL OUTLET U.C. UNDER COUNTER INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS ALLOW PROVIDED E.R. EMERGENCY ROOM, M.G.V.B. MEDICAL GAS VALVE, BOX U.O.N. UNLESS OTHERWISE NOTED _ SHALL BE SAFETY GLASS, TEMPERED GLA55 OR ACRYLIC PLASTIC SHEET. PER MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34" EMERGENCY RELEASE M.BM. METAL BUILDING UTIL. UTILITY WALL SECTION SYMBOL F15C-2406.1 MIN. CLEAR STAIR WIDTH - 1009.1 44" 2 48" E.S. EXPOSED STRUCTURE MANUFACTURER COMMON PATH OF TRAVEL - 1014.3 100 FT ( 100 FT GON57RUCTION OF A SINGLE STORY FREE STANDING MASONRY MEDICAL E.T. ELAPSED TIME M.G. MANHOLE V. VINYL 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 300 FT (300 FT BUILDING INCLUDING FULL SITE DEVELOPMENT AND UTILITIES. E.W.C. ELECTRIC WATER COOLER MIN. MINIMUM V.B. VINYL BASE ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, MIN. CORRIDOR WIDTH - 1018.2 44" 44" EXP. EXPANSION MISC. MISCELLANEOUS V.G.T. VINYL COMPOSITION TILE CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 27" ABOVE DEAD END CORRIDOR - 1018.4 50 FT �50 FT CIVIL DRAWINGS HAVE BEEN SUBMITTED UNDER A SEPARATE PERMIT. EXT'G EXISTING MLDG. MOLDING VERT. VERTIGAL(LY) FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED MIN. NUMBER OF EXITS - 1021.1 / 1021.2 2 ETR. EXISTING TO REMAIN M.O. MASONRY OPENING VEST. VESTIBULE ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE FIRE PROTECTION SYSTEM TO BE DESIGNED AND SUBMITTED UNDER A EXT. EXTERIOR M.O.L. MORE OR LESS V.I.F. VERIFY IN FIELD DETAIL SYMBOL CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. SEPARATE PERMIT BY A LICENSED FIRE PROTECTION CONTRACTOR PRIOR M.P. MEDICINE PREPARATION V.W.F. VINYL WALL COVERING NUMBER AND SIZE OF EXITS TO PERMIT ISSUANCE. F.A. FIRE ALARM M.R. MOISTURE RESISTANT 5. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME DOUBLE EXIT DOORS 56" x 2 = 112" F.A.C. FIRE ALARM CABINET M.R.I. MAGNETIC RESONANCE W/ WITH SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFT5TOPPED AS TENANT ENTRANCE/EXIT DOORS 34" x 5 = 110" F.A.P. FIRE ALARM PULL STATION IMAGE W.B. WALL BUMPER FOLLOWS: TOTAL EXIT WIDTH 282" F.G. FURRING CHANNEL M.S. METAL STUD W.G. WATER CLOSET, WALL _ 5.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT F.D. FLOOR DRAIN, FIELD M.S.L. MEAN SEA LEVEL COVERING EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF DIMENSION M.T. METAL THRESHOLD W/C WHEEL CHAIR -- DETAIL SYMBOL � SUPPORT FOR ROOFS SPACES WITH SINGLE EXIT - FDN. FOUNDATION MTD. MOUNTED WE). WOOD 5.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO TABLE 1015.1 / 1021.2 N/A - F.A. FIRE EXTINGUISHER MUL. MULLION W.H. WATER HEATER AREAS NOT TO EXCEED 3,000 SQFT F.A.C. FIRE EXTINGUISHER M.V. MIXING VALVE W.I. WROUGHT IRON `� 5.3. ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF CABINET N.C. NURSE CALL W/O WITH OUT SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF INTERIOR FINISHES: F.F.E. FINISHED FLOOR ELEVATION N.I.C. NOT IN CONTRACT W.O. WHERE OCCURS SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT F.H.G. FIRE HOSE CABINET NO. NUMBER W.P. WATERPROOFING) OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 5QFT FOR ANY SPACE FBG -BUILDING, CHAPTER 8 BUSINESS - GROUP B (SPRINKLERED) F.I. FILM ILLUMINATOR NOM. NOMINAL W.R. WASTE RECEPTACLE 0'-0" F.F.E. ELEVATION MARK BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.9 FIN. FINISH N.STA. NURSE STATION WT. WEIGHT TOP OF SLAB AND ROOF VERTICAL EXITS AND EXIT PASSAGEWAYS: GLASS A FL. FLOOR N.T.S. NOT TO SCALE W.W.F. WELDED WIRE FABRIC 5.4. DRAFT5TOPPING MATERIALS SHALL BE NOT LE55 THAN 1/2" THICK GYPSUM BOARD, EXIT ACGE65 CORRIDORS / EXITWAY5: CLASS B FLASH. FLASHING W.W.M. WELDED WIRE MESH 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY ROOMS AND ENCLOSED SPACES: CLASS C FLUOR FLUORESCENT O.A. OVERALL SUPPORTED O.C. ON CENTER YD. YARD INTERIOR ELEVATION MARK 5.5. THE INTEGRITY OF ALL DRAFT5TOP5 SHALL BE MAINTAINED INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE 6. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS WITH ASTM E 54, KEYED DRAWING NOTES OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN 1. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA ACCORDANCE WITH THE PROVISIONS OF 45TM G 635 AND ASTM C 636. O ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A DOOR NUMBER SYMBOL SECTION 103 SIGNS. MINIMUM CLASS G FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH ASTM E 84, 000 ROOM NUMBER SYMBOL INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. O WINDOW SYMBOL 1 LOCATICT4 MAC' REVISION PROJECT SITE F'ROJECT TEA I tC� ARCHITEr'T ELECTRICAL I WALL TYPES OLIVERI ARCHITECTS ELECTRICAL CONSULTING AND 32707 U.S. DESIGN, INC. A PALM HARBOR, FLORIDA 34684 9225 ULMERTON ROAD - SUITE G 121-181-1525 LARGO, FLORIDA 33111 121-581-4318 I<=Y PLAN SECTION SYMBOL STRUCTU MECHANICAL / P I1AG CREATIVE STRUCTURES ENGINEERING, LLG MECHANICAL DESIGN AND 1908 LAND O LAKES BLVD - SUITE 4 CONSULTING, INC. LL LUTZ, FL 33549 891 14TH AVENUE SOUTH 813. 388. 5648 SAFETY HARBOR, FLORIDA 34695 121-125-2225 REVISIONS BY f. • "� o0 N � C:J L � � s; i 4 00 o � t- E ti o tN- - E x QU C\1 CV :O a � 3 75 ti >' 3 3 ti 3 N r. r i 0 f Itf, U a q..�.........m. �1 U H DO r4 EF O U 1 Ch I? o�'oa�a CQ 00 N � � O U b v 0 0 = G o4 4 c U N G L U O _ v- Z co, M m U C O m Q E 4- (D U_ N U O _ > -C o m °- Q •O IV a� c � � O 3 O 'w z LL_ Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet T2 0 \ \ 20 \ \ 19 20 IN \ � \ \ 23 \ IN, — — — — — --7 -'[ — — — — — — — — - O,4i�CH I TECTUFZ4L SITE FLAN SCALE: 1" -- 20'-0" \\ \ NORTH KEYED NOTES Ol NEW CONCRETE CURB (TYP.) O2 INTEGRAL CURB AND SIDEWALK ONEW LANDSCAPE AREA - SEE LANDSCAPE DRAWINGS O4 5' WIDE CONCRETE SIDEWALK (TYP. UN.O.) OTYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAILS SHEET A62. ONEW CONCRETE RAMP AT 1:12 SLOPE MAX. ONEW DETECTABLE WARNING STRIP - SEE DETAILS SHEET A52 ONEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS O9 NEW HANDICAP PARKING SPACE 10 NEW HANDICAP PARKING LOADING ZONE II NEW HANDICAP SIGN 12 NEW CONCRETE WHEEL STOP - SEE DETAILS SHEET A62 13 NEW ASPHALT DRIVE - SEE CIVIL DRAWINGS 4 PROPOSED LOCATION OF FUTURE CONDENSING UNIT 15 NEW BIKE RACK CONCRETE PAD - SEE CIVIL DRAWINGS 16 NEW ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS lD ELECTRICAL TRANSFORMER ON CONCRETE PAD SEE ELECTRICAL PLANS 18 NEW DUMPSTER ENCLOSURE - SEE CIVIL DRAWINGS 19 PROPERTY LINE - SEE CIVIL DRAWINGS 20 SETBACK LINE - SEE CIVIL DRAWINGS 2I PIPE BOLLARD - SEE DETAIL SHEET AS2. 22 RETENTION POND - SEE CIVIL DRAWINGS. 23 LOCATION OF LIFT STATION - SEE CIVIL DRAWINGS. 24 STRUCTURAL COLUMNS - SEE FLOOR PLAN. C ENEi AL NOTES 1. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH ro x (o, 4 WIA x W1.4 W.WF. UNLESS OTHERWISE NOTED. 2. SEE ELECTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. 5. SEE CIVIL DRAWINGS FOR DUMPSTER ENCLOSURE DETAILS. (o. SEE CIVIL DRAWINGS FOR ALL CROSS WALK STRIPING , DIRECTIONAL ARROWS AND TRAFFIC CONTROL SIGNS LOCATIONS AND DETAILS. -1. DETECTABLE WARNING TEXTURES ON WALKING SURFACES SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, RAISED STRIPS, OR GROOVES. TEXTURES SHALL CONTRAST WITH THAT OF THE SURROUNDING SURFACE. SITE LEGEND BUILDING ENTRANCE/ EXIT. CONCRETE SURFACE REVISIONS BY C N U � h—� 00 N U O C ` O U nJ 3 x w N c ) N (70 r� 1 _ 1 1 U � W Cs J �w��oaa o"" E• w . z w a: a I .. boo oaf,: O II CQ a 0 00• C', cd o a> o 00 Cz a c Q.) 0 0 _U 4— Z 0) J U � O J m J E a� U_ N v; 4- 0 L > -C o m a Q fV C � � v 3 p m J Z LA - Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet AS1 --l-- 1 I 1 - — - — r _ --- f E ^'�MED CONCRETE GAP m STEEL PIPE BOLLARD .LED WITH CONCRETE - %INT GLOSS WHITE :E CIVIL ENGINEERING SITE .ANS FOR GRADES AND .OPES. 0" SQUARE OR ROUND )NCRETE FOOTING BLUE�o BACKGROUND WHITE BORDER 4 6 SYMBOL RADIUS BOTH SIDES .• 3" PAVEMENT DIMENSIONS FIN15H GRADE REFER TO THIS POINT FDOT SIGN 4" THICK CONCRETE I.D. NO. SIDEWALK WITH 6x6 PARKING BY 1" SERIES "C" FTP - 20-04 W1.4xW1.4 W.W.F. - LIGHT a PAVEMENT ELEVATIONS WHITE LETTERS BROOM FINISH 3" ROUND EDGE ;n a ° - REFER TO THIS POINT BACKGROUND DISABLED VERIFY FINE PERMIT BLACK ............__ _. _.__ , -- -- _ _... ___ _ PAVEMENT SURFACE AMOUNT WITH LOCAL BORDER t / JURISDICTION ONLY LETTERS ° \ in ° \1 WHITE BACKGROUND _ $ XXX FINE I SERIES C FDOT SIGN \ PAVEMENT SURFACE I a F.S. 318.14 111 111 SERIES "C" I.D. NO. FTP - 22-04 a BLACK 1.5 a BORDER 4 ° "4 - REBAR CONT. ° PARKING LOT SURFACE LETTERS AS SPECIFIED EQUAL N EQUAL n_ a 2-04 BARS CONTINUOUS SIGN P05T CENTERED Q TOP 4 BOttOM ON PARKING SPACE O 611 °' ALL CURBING TO BE 3000 28 DAY P.G.C. - PROVIDE PAVEMENT SURFACE (0 EXPANSION JOINTS AT 20' O.G. NOTE: HC SIGN DETAIL/ REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTION OTYPICAL W.C. SIGN DETAIL O TYPICAL CONCRETE CURS DETAIL 11 O TYPICAL CURS DETAIL AT H.C. CLEAR ZONE SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = I'-0" SCALE: 1 1/2" * I'-0" 2'-C" MIN. TO E.O.P. 811 6'-O" LONG PRECAST CONCRETE WHEEL5TOP ° E.D.P. ° (2) 04 BARS THRU WHEEL5TOP AND PAVEMENT MIN 16" LONG - ON CONCRETE PAVEMENT USE EPDXY BONDING AGENT PARKING SURFACE AS SPECIFIED 4" THICK CONCRETE SIDEWALK WITH 6x6 WlAxWIA W.W.F. - LIGHT TROWELED JOINT PICTURE FRAME EDGES - SEE PLAN FOR LAYOUT / PATTERN — 4" THICK CONCRETE SIDEWALK WITH 6x6 W1.4xW1.4 W.W.F. - LIGHT BROOM FINISH 4 \ ° Q I a ° N -. 4 REBAR CONT. \ I BASE AS SPECIFIED L 6" 0101 12 TYPICAL PIPE SOLLARD DETAIL TYPICAL WHEELSTOP DETAIL. TYPICAL INTEGRAL CURS t SIDEWALK DETAIL O TYPICAL TROWELED JOINT DETAIL SCALE: 1/4" = 1'-0" SCALE: 1 1/2" = 1'-011 O SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" uw f- APPLIED MAT i II II IIPY f� Clill_1 C I IA 11- 101SIDEWALK CROSSSECTION DETAIL QAPPLIED DETECTA5LE WARNING I" IAT O PAINT STRIPINCx DETAIL. 1' SCALE: 3/4'' = -011 SCALE: 3" = I'-0" SCALE: 3" = 1'-0" OSIDEWALK CROW SECTION DETAIL O TYPICAL I.C. i STANDARD PARKIWG DETAIL SCALE: 3/4" = II-0" SCALE: 3/16" = 1'-0" "I SINGLE LINE >SAFETY BLUE REVISIONS BY 00 �. cD CO ` CO Q� o o cd I` U a N rn c 0.G. / CV U • O C ` 00 U N td L • > it ¢ E drn-".o ~� 3 3 N o � O 1— a N �1 U Ar- .: E3 sags, 0-4 00 r N O 6 - © 4 # o N y � � Q L U_ 0 4- Z_ U O J m J E u— a� U N vi U jd �r- S O > -C 0 m Q N N � C 0 3 O a� J z L` Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet AS2 0 13 OFLOOR FLAN SCALE: 1/5" - I'-0" WALL LEGEND 4 "_ TYP. J ! I U DOOR SYSTEM - REFER TO DOOR SCHEDULE 0 WINDOW SYSTEM - REFER TO WINDOW SCHEDULE C.M.U. WALL SYSTEM (SEE STRUCTURAL) 13 KEYED ED NOTES ONEW CONCRETE CURB (TYP.) O2 INTEGRAL CURB AND SIDEWALK 0 NEW LANDSCAPE AREA - SEE LANDSCAPE DRAWINGS O5' WIDE CONCRETE SIDEWALK (TYP. U.N.O.) OTYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED U51NG HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAILS SHEET A52 ONEW CONCRETE RAMP AT 1:12 SLOPE MAX. j J NEW DETECTABLE WARNING STRIP - SEE DETAILS SHEET A62 OS NEW STANDARD PARKING SPACE - SEE SITE PLAN. NEW HANDICAP PARKING SPACE 10 NEW HANDICAP PARKING LOADING ZONE 11 NEW HANDICAP SIGN 12 NEW CONCRETE WHEEL STOP - SEE DETAILS SHEET A62 13 NEW ASPHALT DRIVE - SEE CIVIL DRAWINGS 14 PROPOSED LOCATION OF FUTURE CONDENSING UNIT 15 NEW CONCRETE PAD - SEE CIVIL DRAWINGS 13 16 NEW ELECTRICAL SERVICE / METER - SEE ELECTRICAL DRAWINGS 1'1 OUTLINE OF MECHANICAL ATTIC PLATFORM - SEE WALL SECTIONS. 18 ATTIC ACCESS. 10 OUTLINE OF FUTURE MECHANICAL EQUIPMENT. 20 ro x ro TUBE STEEL COLUMN - SEE STRUCTURAL. 21 NEW BIKE RACK 22 ELECTRICAL TRANSFORMER ON CONCRETE PAD - SEE ELECTRICAL DRAWINGS. 23 PIPE BOLLARD - SEE SITE PLAN AND DETAILS 24 CLEAN COMPACTED TERMITE TREATED FILL - SEE WALL SECTIONS. 25 BRICK PAVER ON CONCRETE SLAB - SEE WALL SECTIONS. 26 OUTLINE OF DROP OFF CANOPY STRUCTURE ABOVE 2D 4" ALUMINUM DOWNSPOUT SYSTEM TO MANIFOLD UNDERGROUND TO STORM WATER SYSTEM - COORDINATE WITH CIVIL DRAWINGS. 28 WALL MOUNTED FIRE EXTINGUISHER 12,000 SQ. FT. GENEi AL NOTES 1. REFER TO ARCHITECTURAL AND CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION 2. SEE DIMENSIONAL FLOOR PLAN SHEET Alb REVISIONS BY -f. 0. In 00 CO CO O N cd I` U x 7 ti vUUi L1. U O C . I—� ♦ O U N ctf L Q O 0 O O El ti a � N m � 1 �9", CDi-. CZv N `d 7 0 0 0 +� Q � o a� a p. `a N O U o _ Z U c O J m Q l� �E U N Es a `~ L W _ L > -C m Q N � � C � � 0 3 p Ld z L.L. Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A 1 a REVISIONS BY 00 200 ;D pp N cd 1` U � x 7 ti vUi C d N ®/ O C U H—� O u lfJ cy CD CV � 3 3 ._. o N C 0 C a N \ 1 Oil v-0µ� .:; 0 O _O 6 O # U N M g_- _U nr .a 0 U_ C' J C) O J m -J E �'- 0 U N U Q C •_ O W �. t > °- v m 4) r 3 p M m _1 z Li — Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A 1 b �i T --I- -I iGlli I OREFLECTED CE IL INCH PLAN SCALE: 1/8" - 1'-0" RET-LECTED CEILING LEGEND RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION FO-1 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION KEYED NOTES ONO CEILING FINISH IN THIS AREA - EXPOSED TO STRUCTURE OOUTLINE OF OVERHANG SOFFIT / FACSIA - SEE WALL SECTIONS OSTUCCO SOFFIT / CEILING SEE WALL SECTIONS O CONTROL JOINT IN STUCCO CEILING O O5 FOAM COBBLE -SEE DETAIL A/A4c. 6O FOAM COBBLE - SEE DETAIL 5/A4c. OOUTLINE OF ATTIC ACCESS OOUTLINE OF MECHANICAL PLATFORM - SEE WALL SECTIONS. OFUTURE MECHANICAL EQUIPMENT. 10 6 x 6 TUBE STEEL COLUMN - SEE STRUCTURAL. GENEiZ4L NOTES I. ALL LIGHT FIXTURES ARE FOR REFERENCE ONLY, REFER TO ELECTRICAL PLANS FOR FINAL DESIGN. 2. a INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON SHEET C/A4a. 3. GUTTERS AND DOWNSPOUTS ARE NOT SHOWN FOR CLARITY - REFER TO ROOF PLAN FOR LOCATIONS AND MORE INFORMATION. REVISIONS BY I cn 0r 00 "Dm C ID o � --� O O y d ti U ti vU O C � 0 U N C lf) ; ¢ Q) 0 O .0 T� > �D C O I I` CL N m u 1 N Q 110 O M � O ',1' Ca > O O o # Cq a N O U_ 0 `~ Z C J U 0 •� J �J m Q Ejd �- a� U_ � t LI..� O L > t v m � v Q ri a� 0 � � v 3 O 'w a� J z L.L. Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet Alc f 21_61 DiROOD PLAN SCALE: I/8" = I'-0" C ROOF LEGEND INDICATES DIRECTION OF GUTTER SLOPING DOWNWARD AT 1/4" FT. INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF KEYED NOTES lO CLASS "A" SPANISH STYLE CLAY ROOF OVER "90 HOT MOP OVER 030 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING OEXTERIOR WALL / COLUMN BELOW - SEE FLOOR PLANS Ob" ALUMINUM GUTTER SYSTEM - SEE WALL SECTIONS O4" ROUND ALUMINUM DOWNSPOUT SYSTEM TO MANIFOLD UNDERGROUND TO STORM WATER SYSTEM - COORDINATE WITH CIVIL DRAWINGS. O5 LINE REPRESENTS DRAFTSTOPPING - PROVIDE 1/2" PLYWOOD AT ROOF TRUSS. OHvAC EQUIPMENT ATTIC PLATFORM GENERAL NOTES I. ALL PITCHED ROOF SYSTEMS SHALL HAVE A 5:12 PITCH U.N.O. 2. ALL ROOFING COLORS TO BE SELECTED BY ARCHITECT U.N.O. 3. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. 4. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. REVISIONS BY .f, ' 00 � CO00 o$� E y, ti o a O U CV 0C o CV 0 E o Ui g c. L8�C9 I AW, O 0, . �i Q N O p O o f of � G O _O C U_ O Z � J � U � O J m J E a� U N vi L�J i > -C U m N Q N C � � O 3 p z L` Date: 03, 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A2 0 10'-0" A.FF. TRUSS BEARING 13'-4" A.F.F. BOTTOM OF SOFFIT g'-4" TOP OF WINDOW 3'-4" A.FF. WINDOW SILL 0'-0" FF.E. TOP OF SLAB KEYED NOTES OI SI ANISH STYLE CLAY ROOF, CLASS A - SEE WALL SECTIONS. O2 WINDOW SYSTEM - SEE FLOOR PLAN AND WINDOW SCHEDULE. ODOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE. GSTUCCO CONTROL JOINTS (TYPICAL) OBUILDING SIGNAGE BY OWNER - PROVIDE POWER - SEE ELECTRICAL DRAWINGS. OELECTRICAL SERVICE - SEE ELECTRICAL OCONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN. OFASCIA SYSTEM - SEE WALL SECTIONS. 6" ALUMINUM GUTTER SYSTEM - SEE WALL SECTIONS. 10 4" ALUMINUM DOWNSPOUT SYSTEM TO MANIFOLD UNDERGROUND TO STORM WATER SYSTEM - COORDINATE WITH CIVIL DRAWINGS. II DECORATIVE Irc" DIA. EIFS MEDALLION - SIMILAR TO "PINEAPPLE GROVE DESIGN" "COMPASS" MEDALLIION (TYP.) 12 LIGHT FIXTURE - SEE ELECTRICAL. 13 SMOOTH SAND FLOAT STUCCO FINISH - SEE WALL SECTIONS. 14 FOAM CORBLE - SEE DETAIL A/A4c. 15 FOAM CORBLE - SEE DETAIL B/A4c. 16 ALUMINUM RAIN DEFLECTOR. I 101 I SOUTH EXTERIOR ELEVATION ( EXTERIOR r-INISH SCHEDULE IV-0" A.FF. rL TRUSS BEARING BOTTOM OF SOFFIT V-4" A.F.F. TOP OF WINDOW 3'-4" A.FF. WINDOW SILL TOP OF SLAB OEAST EXTERIOR ELEVATION SCALE: 1/8" z 1'-0" P1 PAINT COLOR TO BE DETERMINED P2 PAINT COLOR TO BE DETERMINED P3 PAINT COLOR TO BE DETERMINED GENERA NOTES 1. ALL ROOF SLOPES SHALL BE 5:12 UNLESS NOTED OTHERWISE 2. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. 3. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 5. ALL CORNER BEADS TO BE 100% PLASTIC/ VINYL, NO METAL 6• D INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON C/44a. -1, ALL PAINT COLORS TO BE SELECTED BY ARCHITECT. KEY PLAN REVISIONS Illy f, 00 v N Cn o ti U 7xti o C G OO U N t ? oytiEl 3 O / c\J U W " Uzi aa� a IMo o �oa� aI OsM1 0 N O1 o v 2O 00 w O � � U �r `a O O U_ � Z J U c O m J E �- a� U N v� U Y- E s 0 > t o m °- Q 0 fV N cc: m O 3 p iz � J z LrL- Date: 03, 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A3a 1 f IV-0" A.F.F. TRUSS BEARINGY 13'-4" A.F.F. rL BOTTOM OF SOFF I T TOP OF MASONRY OPENING 0'-0" FF.E. TOP OF SLAB KEYED NOTES OSPANISH STYLE CLAY ROOF, CLA65 A - SEE WALL SECTIONS. O2 WINDOW SYSTEM - SEE FLOOR PLAN AND WINDOW SCHEDULE. O3 DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE. OSTUCCO CONTROL JOINTS (TYPICAL) OB BUILDING SIGNAGE BY OWNER - PROVIDE POWER - SEE ELECTRICAL DRAWINGS. OELECTRICAL SERVICE - SEE ELECTRICAL OCONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN. OFASCIA SYSTEM - SEE WALL SECTIONS. O6" ALUMINUM GUTTER SYSTEM - SEE WALL 5ECTION5. 10 4" ALUMINUM DOWNSPOUT SYSTEM TO MANIFOLD UNDERGROUND TO STORM WATER SYSTEM - COORDINATE WITH CIVIL DRAWINGS. 11 DECORATIVE 16" DIA. EIF5 MEDALLION - 51MILAR TO "PINEAPPLE GROVE DESIGN" "COMPASS" MEDALLIION (TYP.) 12 LIGHT FIXTURE - SEE ELECTRICAL. 13 SMOOTH SAND FLOAT STUCCO FINISH - SEE WALL SECTIONS. 14 FOAM CORBLE - SEE DETAIL A/A4c. 15 FOAM CORBLE - SEE DETAIL B/A4c. 16 ALUMINUM RAIN DEFLECTOR. I r 101 NORTH I 11 EXTERIOR ELEVATION I EXTERIOR r-ms I SCHEDULE 1 OUJEST EXTERIOR ELEVATION 1 SCALE: 1/B" = I'-0" 18' - 0" A.F.F. TRU55 BEARING 13' - 4" A.F.F. BOTTOM OF SOFF I T ........... 9'-4" A.F.F. TOP OF WINDOW WINDOW SILL 0'-0" F.F.E. TOP OF SLAB Pl PAINT COLOR TO BE DETERMINED P2 PAINT COLOR TO BE DETERMINED P3 PAINT COLOR TO BE DETERMINED GENERAL NOTES I. ALL ROOF SLOPES SHALL BE 5:12 UNLESS NOTED OTHERW15E 2. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. 3. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A WATERTIGHT CONDITION 5. ALL CORNER BEADS TO BE 100% PLASTIC/ VINYL, NO METAL 6. 1:1 INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON C/,44a. -1, ALL PAINT COLORS TO BE SELECTED BY ARCHITECT. KEY PLAN I/A3b \/ REVISIONS BY 00 .4 m N w _g ti E NO +/ O V N ' I7 ? Q o� 00 30 3 3 t—El t-O A- H W ; �a�rn aa� 09, Q C 0 �'S N rE O a O L. U_ O 4- Z V C 0 J m l� Q .E a� U N vi U jd = s O > t v m 0- Q IV N C � � v 3 O 'w N -J z L� Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A3b 10" N EIFS G)lEIFS P�iO�IL S SCALE: 3" - I'-0" EIFS 03 1 HETA40 U. 5 f a - -1 ra 3 12 12 14 �U V 16 I V-4" AFF. MASONRY OPENING 8" 3 8 12 r n a rri 12 r_ 21 3 OI DETAIL SCALE: 1 1/2" - I'-0" i me L vw �w =z OIDETAIL SCALE: 1 1/2" - I'-0" 4 12 a KEYED NOTES Ol CLASS "A" SPANISH STYLE CLAY ROOF OVER "90 HOT MOP OVER PRE-ENG. WOOD TRUSS AT "30 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING 24" O.C. - SEE STRUCTURAL O2 1/2" PLYWOOD DRAFTSTOPPING -SEE ROOF PLAN FOR LOCATION 5/5" EXTERIOR GRADE 3O PRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL PLYWOOD - SEE STRUCTURAL 0 BACKER ROD AND SEALENT B O5 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. A4a PRECAST CONCRETE LINTEL - SEE STRUCTURAL ! O a" G.M.U. BLOCK WALL - SEE STRUCTURAL O8 b" la GA. METAL STUD FRAMING AT Iro" O.C. ' ' 9 FOUNDATION SYSTEM - SEE STRUCTURAL O APPROXIMATE GRADE III CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL I 12 -I/a" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR l GRADE PLYWOOD SHEATHING 13 PROVIDE R-19 SPRAYED INSULATION TO UNDERSIDE OF ROOF 2 _0 I8'-0" A.F.F. DECK TYPICAL -1/8" SMOOTH SAND FLOAT FINISH TRUSS BEARING 14 5/a" SMOOTH SAND FLOAT FINISH STUCCO STUCCO OVER STRUCTURAL GALVANIZED METAL LATH 15 BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. �— EIFS PROFILE - SEE 16 LIGHT FIXTURE - SEE ELECTRICAL DETAIL C/A4a 1D DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 5/6" SMOOTH SAND FLOAT 16 ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. SEE STRUCTURAL DRAWINGS FOR FINISH STUCCO CONCRETE BEAM - SEE MORE INFORMATION REGARDING CONNECTORS, STRAPS, TIE -DOWNS 19 ALUMINUM GUTTER /DOWNSPOUT SYSTEM -SEE ROOF PLANS AND STRUCTURAL FOR AND REINFORCING. EXTERIOR ELEVATIONS REINFORCING 20 -1/S" SMOOTH SAND FLOAT FINISH STUCCO OVER STRUCTURAL METAL LATH. 21 C.M.U. COLUMN BEYOND 22 FLASHING AS REQUIRED. 23 FUTURE REINFORCED CONCRETE SLAB. 24 TYPICAL CONCRETE CURB - SEE SITE PLAN. 25 PAVEMENT SURFACE - SEE CIVIL DRAWINGS. 2ro CLIP ANGLE - SEE STRUCTURAL. DCONCRETE BEAM BEYOND - SEE STRUCTURAL. 28 STUCCO CONTROL JOINT - TYPICAL. 2 B 4" 3000 PSI CONCRETE SIDEWALK WITH 6x6 WIA x WIA WWF, WITH 5" THICKENED EDGE AND (I) 05 CONT. RECESS SLAB AS REQUIRED FOR BRICK PAVERS. 30 FOAM CORBLE - SEE DETAIL A/A4c. 1 31 FOAM CORBLE - SEE DETAIL 5/A4c. 3 32 DECORATIVE EIFS MEDALLION - SEE EXTERIOR ELEVATIONS I-IETA40 33 STUCCO PARGE COAT CANE RAL NOTES 1• El INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON C/A4a. 2. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE BEAM SIZE, REINFORCING, AND ALL STRUCTURAL CONNECTIONS. 3. SEE STRUCTURAL FOR ALL METAL STUD FRAMING CONNECTIONS. KEY PLAN REVISIONS BY 00 00 "T N cU t, C�a ®� o C *—� O 5 L Q E Q rn oo po3 4 ti 3 ti . O NCn c 0 a N C� r � U�IZ W NIX o 0— N 41, 0 N T' 0 0 O 4 O N .O, O �+ U U R � C O U_ 0 � Z _J CC 0 J m J E a� U N o > -C v m � Q IV N M C E D 3 p a� J z Ii. Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A4a WALL SECTION SCALE: 1/2" = 1'-0" f 18' - 0" A.F.F. TRUSS BEARING 15'-4" A.F.F. FINISHED CE IL ING 13'-4" AFF. BOTTOM OF SOFF I T 0'-0" F.F.E. TOP OF SLAB KEYED NOTES 0 CLASS "A" SPANISH STYLE CLAY ROOF OVER HOT MOP OVER 030 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING O2 1/2" PLYWOOD DRAFTSTOPPING - SEE ROOF PLAN FOR LOCATION OPRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL O4 BACKER ROD AND SEALENT O5 REINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. OPRECAST CONCRETE LINTEL - SEE STRUCTURAL O8" C.M.U. BLOCK WALL - SEE STRUCTURAL OS b" 18 GA. METAL STUD FRAMING AT 16" O.C. OS FOUNDATION SYSTEM - SEE STRUCTURAL 10 APPROXIMATE GRADE 11 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 12 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 13 PROVIDE R-IS SPRAYED INSULATION TO UNDERSIDE OF ROOF DECK TYPICAL 14 5/5" SMOOTH SAND FLOAT FINISH STUCCO 15 BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. Vo LIGHT FIXTURE - SEE ELECTRICAL 1D DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE IS ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. 18 ALUMINUM GUTTER / DOWNSPOUT SYSTEM - SEE ROOF PLANS AND EXTERIOR ELEVATIONS 20 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER STRUCTURAL METAL LATH. 21 G.M.U. COLUMN BEYOND 22 FLASHING AS REQUIRED. 23 FUTURE REINFORCED CONCRETE SLAB. 24 TYPICAL CONCRETE CURB - SEE SITE PLAN. 25 PAVEMENT SURFACE - SEE CIVIL DRAWINGS. 26 CLIP ANGLE - SEE STRUCTURAL. 2D CONCRETE BEAM BEYOND - SEE STRUCTURAL. 28 STUCCO CONTROL JOINT - TYPICAL. 2S 4" 3000 PSI CONCRETE SIDEWALK WITH rox& WIA x W1.4 WWF, WITH 8" THICKENED EDGE AND (1) 05 CONT. RECESS SLAB AS REQUIRED FOR BRICK PAVERS. 30 FOAM COBBLE - SEE DETAIL A/A4c. 31 FOAM COBBLE - SEE DETAIL 5/A4c. 32 DECORATIVE EIFS MEDALLION - SEE EXTERIOR ELEVATIONS 33 STUCCO PARGE COAT GENERAL NOTES 1. D INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON C/A4a. 2. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE BEAM SIZE, REINFORCING, AND ALL STRUCTURAL CONNECTIONS. 3. SEE STRUCTURAL FOR ALL METAL STUD FRAMING CONNECTIONS. KEY PLAN REVISIONS BY er Y � C�) d N m � Y N V c Y N � � � rn a / U O C • i---r OlfJ tC N .L O uLo it d E Q 00 30 N . 0 v E � a N � 1 °81ae W U £� E . ' 5�4 x y 0 U . ccv' . 0 <11 c'" co N C� .> o 0 Q C C/� aj U_ O � Z _J a' U C O J m Q E U N N o t > o m a ai a N -� �o0 3 p M a� J z LA_ Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A4b 2'-ro" 0. 24'-10" AFF. CEILING HIM Of�� /� 1 TO BE MOUNTED, LATHED AND STUCCOED TO IGI O�M �"OTO BE MOUNTED, LATHED AND STUCCOED TO lei V L MATCH WALL FINISH - ALL DIMENSIONS ARE TO 1 ' v L MATCH WALL FINISH - ALL DIMENSIONS ARE TO SCALE: 1 1/2" = 1'-0" FINISH - FIELD VERIFY WIDTH SCALE: 1 1/2" = 1'-0" FINISH - FIELD VERIFY WIDTH 18'-0" AFF. TRUSS BEARING I OI WALL -SECT ION THRLI ;4VAC ATTIC i0L4TI`ORM I (4) P.T. 3x12 x 8" LONG W/ (4) g"m BOLTS PER ROW SEE STRUCTURAL I 5/5" PLYWOOD ROOF SHEATHING I PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL 1 FUTURE V2" G.W.B. I PRE-ENGINEERED ROOF TRUSSES BEYOND- SEE STRUCTURAL 2x BLOCKING AS REQUIRED 3/4" PLYWOOD 03 L 0 3 E,03 03 L CO 0 0 0 0 El. o 12 GA. CLIP ANGLE WELDED TO STEEL ,BEAM - SEE STRUCTURAL �— 6" GEE STUD BRACE SPACED AT EVERY THIRD TRUSS LOCATION - SEE STRUCTURAL 101 WALL SECTION THRU HVAC ATTIC PLATFORM SCALE: 1/2" -- I'-0" STEEL BEAM - SEE STRUCTURAL 24'-10" AFF. CE IL ING l2) SIMPSON H2.5A 18'-0" A.FF. TRUSS BEARING / TOP OF BEAM 5/32" 2" (DIWALL SECTION SCALE: 1/2" = I'-0" SIM. A A4a I 15'-0" A.F.F. TRUSS BEARING I I 1 V-4" A.F.F. MASONRY OPENING 3'-4" A.F.F. MASONRY OPENING 0'-0" FFE TOP OF SLAB OWALL SECTION SCALE: 1/2" = 1'-0" SIM. A A4a 18' - 0" A.F.F. TRUSS BEARING 0'-0" F.F.E. TOP OF SLAB KEYED NOTES Ol GLASS "A" 6PAN16H STYLE CLAY ROOF OVER "90 HOT MOP OVER 0*30 FELT OVER 5/5" EXTERIOR GRADE PLYWOOD ROOF SHEATHING O2 1/2" PLYWOOD DRAFTSTOPPING - SEE ROOF PLAN FOR LOCATION OPRE-ENGINEERED WOOD TRUSSES - SEE STRUCTURAL OBACKER ROD AND SEALENT OREINFORCED CONCRETE TIE -BEAM - SEE STRUCTURAL. OPRECAST CONCRETE LINTEL - SEE STRUCTURAL O8" C.M.U. BLOCK WALL - SEE STRUCTURAL OS 6" 18 GA. METAL STUD FRAMING AT 16" O.C. OFOUNDATION SYSTEM - SEE STRUCTURAL VD APPROXIMATE GRADE II CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 12 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER PAPER BACKED METAL LATH OVER "TYvEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 13 PROVIDE R-19 SPRAYED INSULATION TO UNDERSIDE OF ROOF DECK TYPICAL 14 5/8" SMOOTH SAND FLOAT FINISH STUCCO 15 BRICK PAVERS MUDSET OVER 4" CONCRETE SLAB. 16 LIGHT FIXTURE - SEE ELECTRICAL 0 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 18 ALUMINUM WRAPPED WOOD FASCIA - SEE DETAIL 5/A4a. 19 ALUMINUM GUTTER / DOWNSPOUT SYSTEM - SEE ROOF PLANS AND EXTERIOR ELEVATIONS 20 -1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER STRUCTURAL METAL LATH. 21 C.M.U. COLUMN BEYOND 22 FLASHING AS REQUIRED. 23 FUTURE REINFORCED CONCRETE SLAB. 24 TYPICAL CONCRETE CURB - SEE SITE PLAN. 25 PAVEMENT SURFACE - SEE CIVIL DRAWINGS. 26 CLIP ANGLE - SEE STRUCTURAL. 2D CONCRETE BEAM BEYOND - SEE STRUCTURAL. 28 STUCCO CONTROL JOINT - TYPICAL. 29 4" 3000 PSI CONCRETE SIDEWALK WITH 6x6 W1.4 x WIA WWF, WITH 8" THICKENED EDGE AND (1)05 CONT. RECESS SLAB AS REQUIRED FOR BRICK PAVERS. 30 FOAM CORBLE - SEE DETAIL A/A4c. 31 FOAM COBBLE - SEE DETAIL 5/A4c. 32 DECORATIVE EIFS MEDALLION - SEE EXTERIOR ELEVATIONS 33 STUCCO PARGE COAT Ca.ENE iz L NOTE S 1. El INDICATES PROFILE DETAIL- SEE CORRESPONDING PROFILE DETAILS ON C/446. 2. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE BEAM SIZE, REINFORCING, AND ALL STRUCTURAL CONNECTIONS. 3. SEE STRUCTURAL FOR ALL METAL STUD FRAMING CONNECTIONS. KEY PLAN REVISIONS BY r �r ^ � N _ cD L C�. -I E ct ti Yxr y t_i x _v rn C Q N U O C C) a, ti Y 3 ti 3 O x N ti N (`7 1 0 UVCharU� oa°�"` a„ as �� °o�'a�a> 0 co CQ0 N ro O ® U b r '� O � Q o e.� O U_ 0 U � O J m Q •E a� U N vi O > s 0 m °- v Q v t ai 0 � c � � O Ow Z Lj-. Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A4c DOOR FRAME TYPES DOOR SCHEDULE / F °' DOOR FRAME ° 3 NO. TYPE HARDWARE REMARKS NO. j • o % A5 SIZE MATERIAL FIN. F.R. MAT, FIN. TYPE 101 A 3'-6" X 8'-0" ALUM AN ALUM AN A I I, 2, 3, 4 101 FUTURE WALL '" u ` / / ' LINTEL G SEE A5a 102 A 3'-6" X 8'-0" ALUM AN ALUM AN A 1 I, 2, 3, 4 102 FINISH STRUCTURAL 4 7N 103 C 3'-0" X 8'-0" HM PNT MTL PNT C 2 103 104 C 3'-0" X 8'-0" NM PNT MTL PNT C 2 104 5/8" SMOOTH SAND INTERIOR STOREFRONT -------- FUTURE FLOAT FINISH STUCCO - � 1 SIM A5a 105 B 3' 0" / 2'-0" X 8'-0" HM PNT MTL PNT B 3 105 WINDOW SYSTEM BY YKK SEE SEALANT 0 106 G 3'-b" X 8'-0" HM PNT MTL PNT C 2 106 101 B 3'-0" / 2'-0" X 8'-0" HM FNT MTL PNT B 3 101 WINDOW SCHEDULE SEALANT SEALANT AS I REQUIRED EXtERI OR 5 2 STOREFRONT "YKK" A5a A5a TOP OF FLOOR REMARK` CONCRETE SILL f'AN - SEE SYSTEM BY A B FOUNDATION SYSTEM DETAIL 5/A5b - SEE STRUCTURAL iHi STOREFRONT HOLLOW FUTURE CONCRETE El i TOP OF SIDEWALK DOOR 6 METAL DOOR 1. DOOR AND DOOR FRAME COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS SLAB - j 5 2. 35D MEDIUM STILE DOOR BY "YKK" - FLORIDA PRODUCT APPROVAL 05851.1 I ------ ------ 0 Him 3. DOOR FRAMES TO BE "YKK" - YES 45 FS - FLORIDA PRODUCT APPROVAL 08131.1 I 5a 4. HARDWARE SET BY "YKK" 1 INTERIOR i EXTERIOR �� — — — — — — — — — — — — — ■ I SIM 5 �IARDU,IARE SCE-I�DUL� i I O I cfJ STOREFRONT DOOR SYSTEM BY "YKK" TOP OF STOREFRONT LOCK HARDWARE SET 02 HARDWARE SET 03 SET 01 BY "YKK 1' (3) PR. BUTT HINGES (6) PR. BUTT HINGES FLOOR (4) STANDARD BUTT HINGES (1) PANIC DEVICE (1) PANIC DEVICE - 4 1/2'' x 4 1/2" (2) DOOR STOP AS REQUIRED (2) DOOR STOP AS REQUIRED 2 C HOLLOW 5a METAL DOOR (1) STANDARD HOOK50LT (1) WEATHER-STRIPPING (2) WEATHER-STRIPPING LOANDA (1) DOOR SWEEP (1) DOOR SWEEP CI) STANDARD CYLINDER - (I) THRESHOLD (I) THRESHOLD (2) AUTO CLOSER O STOREFRONT WINDOW SYSTEM SILL DETAIL 3 STOREFRONT DOOR HEAD W1 TRANSOM DETAIL SCALE: 3" I'-0" = SCALE: 3" i'-0" KEYED ON OUTSIDE / THUMB (1) AUTO CLOSER TURN INSIDE (1) PAIR FLUSH BOLTS TOP (1) P DIAM. PULL / PUSH BAR - AND BOTTOM H-1104 (1) ASTREGAL (1) OVERHEAD CLOSER (1) DOOR STOP AS REQUIRED (1) WEATHER-STRIPPING (1) DOOR SWEEP 5/8" SMOOTH SAND FLOAT FINISH STUCCO SEALANT 5/8" SMOOTH SAND FLOAT FINISH STUCCO °. /� /� /� -IARDUJARI= SPECIFICATIONS per`' ASSREV. 8" CONCRETE BLOCK STOREFRONT 8" CONCRETE i I I ° ° 5/8" SMOOTH SAND SEALANT DOOR SYSTEM all CONCRETE BLOCK BLOCK ° FLOAT FINISH STUCCO BY "YKK" ° a HINGES GAL -ROYAL - U526D - 5531xUS2(b,T5H31xUS26 AL ALUMINUM - - CLOSER LGN US26D 1460/1 I INI H STOREFRONT r - - - B4 WALL STOP CAL ROYAL US26D CONW 2 I FAC FACTORY N SH SYSTEM BY "YKK" I i i ,�' �/, � FLOOR STOP :CAL -ROYAL -US26D - DSHP18 FBGL FIBERGLASS FUTURE WALL j °4' / ° / i' PASSAGE SET :SCHLAGE - US26D - SATURN AL10S GL GLASS ' FINISH ° / ' - ° PRIVACY SET SCHLAGE - U526D - SATURN AL405 HCWD HOLLOW CORE WOOD ' LOCK SET :SCHLAGE - U526D - SATURN ALSOPD HM HOLLOW METAL ° °. SINGLE DUMMY TRIM :SCHLAGE -US26D - SATURN AL110 STOREROOM LOCK SCHLAGE - U526D - SATURN AL80PD MDF MEDIUM DENSITY FIBERBOARD MTL METAL d Q a / • • 8" PRECAST LINTEL. °. j CLASSROOM LOCK SCHLAGE - US26D - SATURN AL10PD THRESHOLD PEMKO - ALUM - 210A or 110A PNT PAINT 545 STAINED 4 SEALED 4 4 SEE STRUCTURAL _ �' " j DOOR SWEEP PEMKO -ALUM - 315GN SCWD SOLID GORE WOOD ° ' PULL HANDLE DON-JO - U526D - 1114 STL STAINLESS STEEL ° ,�/% KICK PLATE DON-JO - ALUM - J102 WD WOOD 4 4 Q 4 F PANIC DEVICE :MONARCH - MAL - 151OLDANE WVC WOOD VINYL CLAD ' EXTERIOR FUTURE IN7ERIDR------ r�-- =-,LF FUTURE pp //��� /�/�� NOTES GI�NI_f��. DOOR SEALANT --- ------------ SEALANT t ------------------ �-------------J ----------------�-------- L--------------------- --------------------- - L-------------------------- �---------------------------- FUTURE r---� I I C)I SEALANT I. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2010 EDITION / NFPA 101 LIFE AND AND ALARM DEVICES 1.2.1.E SEALANT j C j HOLLOW METAL SAFETY CODE 12.1.2 WIDTH 12.1.4 SWING AND FORCE TO OPEN 1.2.1.5 LOCKS LATCHES FUTURE WALL I ( I DOOR FRAME SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.IB SELF CLOSING DEVICES FUTURE WALLv FINISH I I I 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. FINISH 3. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES f 4. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. 5. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 6. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 1. THE MAXIMUM FORGE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 8.5LBF (31.5N). O STOREFRONT WINDOW SYSTEM JAMS DETAIL O STOREFRONT DOOR JAMS DETAIL 0 HOLLOW METAL DOOR MEAD JAMS DETAIL 1' SCALE: 3" = -0" SCALE: 3" I'-0" SCALE: 3" = 1'-0" 8. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER. (4 COPIES) DOOR TYPES 1 STOREFRONT I I INTERIOR DOOR SYSTEM INTERIOR I I BY "YKK" I I I I I I I ALUMINUM THRESHOLD - ALUMINUM THRESHOLD I I I SEE DOOR SCHEDULE EXTERIOR SEE DOOR SCHEDULE I I I l� i EXTERIOR CONCRETE CONCRETE I O I FOUNDATION SYSTEM FOUNDATION SYSTEM I 0 - SEE STRUCTURAL - SEE STRUCTURAL i CONCRETE FUTURE CONCRETE c Q TOP OF WALK FUTURE CONCRETE I Q I Q I I � SIDEWALK SLAB c AT ENTRY SLAB ------ ------ ------ ------ )� ------------- ------------- 1 / , A B c OSTORE DOOR THRESHOLD DETAIL 2@1 HOLLOW METAL DOOR THRESHOLD DETAIL SCALE: 3" = 1'-0" SCALE: 3" = I'-0" REVISIONS BY r y � CO c. G. . I ° '_7 o c o C O ro R, ^ Q 7 4 � � ° ti a N co O j �WyyI. "'t'iO~EyE W" a p� AP,d 01 00 N � � O o 0 o # c C75 V 0. `a 0 0 _ "- Z U � O _j m J E jd E `-- O C ° n a) Q IN N � C � � v 3 p Z Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A5a 1 INTERIOR 9 EXTERIOR STOREFRONT SYSTEM BY "YKK" 8" CONC BLOCK FUTURE U FINISH — 8" PREC BLOCK - STRUCTU' FUTURE SEALANT WINDOW SCHEDULE MANF / FLORIDA TYPE SIZE DESIGNATION PRODUCT REMARKS APPROVAL AO 8'-8" x V-0" YKK YNS 50FI 142182 1" DUPONT SENTRY GLASS, DRY GLAZE, LMI © (0'-0" x V-0" YKK YNS 50FI 142182 1" DUPONT SENTRY GLASS, DRY GLAZE, LMI " SMOOTH SAND )AT FINISH STUCCO O 4'-0" x Viio" YKK YNS 50FI 142152 I" DUPONT SENTRY GLASS, DRY GLAZE, LMI GENERAL WINDOW NOTES 1. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE IMPACT RATED INSULATED GLAZING WITH SOLAR GRAY 3 TRIM - REFER TINT. EXTERIOR NATIONS FOR 3. STOREFRONT FINISH TO BE CLEAR ANODIZED ALUMINUM 'E AND LOCATION 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL FERIOR 5. FIELD MEASURE ALL MASONRY OPENINGS PRIOR TO FABRICATION aLANT )REFRONT >TEM BY "YKK" I 101 STOi�FRONT WINDOW SYSTEM MULLION DETAIL 101 STDi��i?ONT WINDOW SYSTEM �IE,4D DETAIL I WINDOW TYr-v-S I E 3/6" HEM EDGE f r WIDTH OF WINDOW FRAME PLUS 1/5" \�( ` D40 MIL ALUMINUM PAN * ALL JOINTS MUST BE WATER TIGHT SEALANT STOREFRC SYSTEM B FUTURE SEALANT FUTURE WALL FINISH H STUCCO TE BLOCK I J(DI SILLS„PAN DETAIL J(DI STOREFRONT WINDOW SYSTEM JA 5 DETAILSCALE: I f F, FUTURE SEALANT FUTURE W4 FINISH — OREFRONT 'STEM BY "YKK" 40 MIL ALUM. -L PAN - SLOPE > DRAIN -5 TRIM - REFER > EXTERIOR ,EVATIONS FOR 'PE AND LOCATION CMU 3" SMOOTH SAND OAT FINISH STUCCO OSTOREFRONT WINDOW SYSTEM SILL DETAIL SCALE: 3" -- 1'-0" TOP OF FLOOR O v ap REVISIONS BY r � 00 y00 N C') c0 --. U tD Q N «3 Imo. U C xN N / CV O C � 00 U N d Q 00 O o ti O ~ ti 0. N m Om}O,E- I Ch:M =W U� WWW, 0dci� -m�a�- O �k E k 90 O of 40�'� 0 00 .r No Q� ? O O O 4J l C U_ Q� 0 O U_ U O J m —J E L� Ui7i Cn ES 06 -L L�J t > o m aai Q N � C � � O 3 p ice, Z L.L- Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet A5b r,11 11 All I Wil I f DIVISION 1 GENERAL NOTES DIVISION 2 SITE WORK i THERMAL AND MOISTURE DIVISION -1 THERMAL MOISTURE DIVISION S DOORS AND WINDOWS ION TIOAND SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES SEE STRUCTURAL FFART2 SECTION 01320 ONE PIECE MISSION "S" CLAY ROOFING TILE SECTION 0S111 STANDARD STEEL DOORS AND FRAMES S PART 1 GENERAL PART I GENERAL PART I GENERAL 1.01 REQUIREMENTS INCLUDED B. PROVIDE EIFS COMPONENTS FROM SINGLE SOURCE MANUFACTURER OR APPROVED SUPPLIER 1.01 SECTION INCLUDES 1.01 GENERAL A. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS C. ALTERNATES TO THE APPROVED MANUFACTURER WILL BE CONSIDERED ONLY IF SUBMITTED TO ARCHITECT A. FORMED CLAY ROOFING TILES, COMPLETE WITH COMPONENTS AND OTHER REQUIRED ACCESSORIES AS NEEDED FOR A A. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, DIVISION 3 CONCRETE 10 DAYS PRIOR TO BID IN WRITING. SUBMITTED SYSTEM MUST INCLUDE SUBSTANTIATION OF SPECIFIED SYSTEM COMPLETE AND PROPER INSTALLATION. STANDARD STEEL DOORS AND FRAMES" AN5I/5DI-100. ETC., AS REQUIRED. PERFORMANCE, PRODUCT COMPONENT PERFORMANCE AND PRODUCT COMPONENT DESCRIPTIONS. B. UNDERLAYMENT, EAVE, VALLEY, RAKE, AND RIDGE PROTECTIONt NAILERS, SHEET METAL FLASHINGS AND TILE FASTENING. B. MANUFACTURER TO BE A MEMBER OF THE STEEL DOOR INSTITUTE. IE: CECO BUILDING PRODUCTS, REPUBLIC BUILDERS PRODUCTS OR STEEL CRAFT. 102 RELATED REQUIREMENTS SEE STRUCTURAL . 202 ADHESIVE REFERENCES N0. C. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ONE OF THE LISTED MANUFACTURERS WITH NO LESS THAN A. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES A. BTS PLUS, AONE-COMPONENT, FACTORY-PROPRTIONED, POLYMER -MODIFIED, CEMENT -BASED ADHESIVE WITH A. A. ICBM REPORT 3523 -CLAY ROOFING TILES. FIVE YEARS OF DISTRIBUTION FOR SAME MANUFACTURER SUPPLIER TO HAVE A "UL" OR "WARNOCK FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL FIBER REINFORCEMENT (FOR USE OVER EXTERIOR GYPSUM SHEATHING, DENS GLASS GOLD SHEATHING, B. A57M STANDARD SPECIFICATIONS 1. C144 - AGGREGATE FOR MASONRY MORTAR HERSEY" CERTIFIED FABRICATION SHOP. BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE EXTERIOR CEMENTATION SHEATHING, CONCRETE, MASONRY OR PLASTER SURFACES. NOT RECOMMENDED OVER 2. C150 - PORTLANDCEMENT. RESUBMITTAL5 IF REQUIRED. WOOD SURFACE5). 3. D226 - ASPHALLTT-SATURATED ORGANIC FELT USED IN ROOFING AND WATERPROOFING. 1.02 DOORS 4. 01002 - SILICONE SEALANT. A. EXTERIOR DOORS TO BE GRADE II, MINIMUM 18 GA. A60 GALVANNEALED FACE SHEET WITH 16 GA STEEL 1.03 SHOP DRAWINGS /y� /� /��p�/ DIVISION 4 MASONRY 2.03 INSULATION BOARD 5. D2626 - ASPHALT -SATURATED AND COATED ORGANIC FELT BASE USED IN ROOFING. HINGE CHANNEL, FLUSH TOP CHANNEL AND INVERTED BOTTOM CHANNEL. CORE TO BE HONEYCOMB OR A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER 1 A NOMINAL 1.0 Ib/CuFt. (16 Kg/M EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITH 6. 02822 - ASPHALT ROOF CEMENT. POLYSTYRENE. DOOR TO HAVE FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED 1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS A$TM C 518 TYPE I REQUIREMENTS AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) CAP IS NOT ACCEPTABLE. SHOWN ON CONTRACT DRAWINGS. f SEE STRUCTURAL INSULATION BOARD, 1-1/2" THICK 123 SUBMITTALS B. INTERIOR DOORS TO BE GRADE 11, MINIMUM 20 GAGE COLD ROLLED STEEL FACE SHEET WITH 16 GAGE 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND A. SUBMIT UNDER PROVISIONS OF SECTION 01300. STEEL HINGE CHANNEL. CORE TO BE HONEYCOMB OR POLYSTYRENE. SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE 2.04 BASE COAT B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING DETAILS ON HIP, RIDGE, VALLEY AND RAKE CONFIGURATIONS, REPRESENTATIVE OF COMPANY, A. BTS PLUS, AONE-COMPONENT, FACTORY -PROPORTIONED, POLYMER MODIFIED GEMENTITOUS BASE COAT WITH AND COLLABORATED DETAILS OF RELATED WORK METHODS OF FASTENING, C. PRODUCT DATA: SUBMIT MANUFACTURER'S DATA ON TILE PROPERTIES, CONFIGURATIONS AND COLORS. 1.03 FRAMES 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS FIBER REINFORCEMENT AND LESS THAN 33 PERCENT PORTLAND CEMENT CONTENT BY WEIGHT t0 BE D. SAMPLES: SUBMIT TWO TILE SAMPLES ILLUSTRATING COLOR, SURFACE FINISH AND TEXTURE, AND TILE CONFIGURATION A EXTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A250B-1998. FABRICATED OF 16 GA. A60 GALVANNEALED OF THE WORK APPLIED AT 1/16" DRY THICKNESS. FOR ARCHITECT'S APPROVAL. STEEL. COMERS TO BE FACE WELDED AN[) GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER. DIVISION 5 METAL6 B. STO FLEXYL-FIBER REINFORCED ACRYLIC BASE COAT MIXED WITH PORTLAND CEMENT (FOR USE AS A ANCHORS TO BE CONCEALED. 1.04 PRODUCT DATA WATERPROOF BASE COAT TO WATERPROOF FOUNDATIONS, SLOPED EIFS SHAPES AND PARAPETS. STO ID4 QUALITY ASSURANCE B. INTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A2503-1998. FABRICATED OF 16 GA. GOLD ROLLED A PREPARATION: PRIMER IS REQUIRED OVER STO FLEXYL PRIOR TO APPLYING FINISH COAT. A. USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY SKILLED AND EXPERIENCED IN THE NECE55ARY STEEL. CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY NONE SPECIFIED CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR ANCHORS TO BE CONCEALED. PREP FRAME FOR THREE SILENCERS. COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS 70 CORRESPOND 70 THOSE IN CONTRACT 105 REINFORCING MESHES PROPER PERFORMANCE OF THE WORK OF THE SECTION. DOCUMENTS. A STANDARD MESH -NOMINAL 45 oz/Sq.Yd., SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC 124 HARDWARE 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. MADE WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH EIF5 MATERIALS. FOR USE AT WALL AREAS 1D5 DELIVERY, STORAGE, AND HANDLING A. ALL MATERIAL SHALL BE HANDLED AND STORED IT A MANNER WHICH WILL PREVENT ITS DAMAGE. A PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. ABOVE FIRST FLOOR NOT SUBJECT TO PEDESTRIAN TRAFFIC. B. MATERIALS SHALL BE STORED IN ORIGINAL PALLETS AND SHALL BE CLEARLY MARKED WITH THE MANUFACTURER'S TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS. B. ARMOR MAT - ULTRA HIGH IMPACT MESH - NOMINAL 15 oz/Sq.Yd., ULTRA -HIGH IMPACT, DOUBLE STRAND, 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. �y� r Q, Q DIVISION II& WOOD and PLASTICS INTERWOVEN, OPEN -WEAVE GLASS FIBER FABRIC WITH ALKLINE RESISTANT COATING FOR COMPATIBILITY WITH 1.05 FIRE RATING B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: EIF5 MATERIALS. FOR USE ON ALL AREAS AS NOTED ON PLANS. STANDARD STO MESH 15 REQUIRED OVER PART 2 PRODUCTS A ALL DOOR AND FRAMES TO BE FIRE LABELED SHALL HAVE APPROPRIATE LABELS TO MEET NFPA AND 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK ARMOR MAT AS THE SECOND LAYER LOCAL BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE DISTRIBUTOR 70 VERIFY ALL 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE NONE SPECIFIED 2.01 CLAY ROOFING TILE MODIFICATIONS WILL MEET THE NFPA AND LOCAL BUILDING CODES. TO THE WORK 2D6 PRIMER (OPTIONAL COMPONENT) A. WHERE INDICATED ON THE DRAWINGS, PROVIDE ONE-PIECE M1551ON 'S" CLAY ROOFING TILE AS MANUFACTURED BY US A. STO SILCOPRIME, A SILICONE ENHANCED, PRIMER (FOR SILICONE ENHANCED FINISHES). TINTED TO SAME TILE CO., 9W9 RAILROAD ST, CORONA, CA 92882 (800) 252-9548, IN COLOR "CHOCOLATE" WITH MATCHING HIP, RIDGE, END OF SEEGTION 08111 105 SAMPLES COLOR AS FINISH COAT. RAKES, BOOSTERS AND BIRDSTOPS. A. OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY ILLUSTRATE : 2D 1 FINISH COAT 2.02 OTHER MATERIALS /�' /�,' THERMAL AND MOISTURE DIVISION 1 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT /'�TI�i A STO SILILIT, A SILICONE ENHANCED TEXTURED WALL COATING WITH GRADED MARBLE AGGREGATE. TEXTURE A. UNDERLAYMENT: DEVICES AND TECHNIQUES. f C ��I AND COLOR AS SELECTED BY ARCHITECT. (NOTE: SPECIFY FINISH COLOR WITH A LIGHTNESS VALUE 1. UNDERLAYMENT SHALL CONFORM TO ONE OF THE FOLLOWING: 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL OF 20% OR > OVER THE SYSTEM). a. ROLL UNDERLAYMENT: ASTM D226 NON -PERFORATED. SECTION OS4113 ALUMINUM -FRAMED ENTRANCES 4 STOREFRONT SYSTEM COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD SECTION 01210 1:31JILDING INSULATION b. ROLL UNDERLAYMENT FOR AREAS OF FREQUENT ICE BUILD UP OR HIGH WIND AREAS: ASTM D2626. RANGE. 2.08 JOB MIXED INGREDIENTS B. NAILERS: I. WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR PROPER FASTENING, PROVIDE: YKK AP 35H SUJING DOOR B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME PART I GENERAL A. PORTLAND CEMENT: ASTM C 150, TYPE I (FOR WATERPROOF BASE COAT ONLY). a. 2 INCH BY 6 INCH WOOD NAILING STRIPS AT ALL HIPS AND RIDGES. TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. B. WATER: CLEAN AND POTABLE. b. 2 INCH BY 4 INCH WOOD NAILING STRIPS UNDER FIRST ROW OF COVER TILE AFTER GABLE ROLL, WITH ADJACENT 2 INCH PART I GENERAL 101 GENERAL BY 2 INCH WOOD NAILING STRIP ALONG RAKE SIDES. 1.06 SUBMITTALS A COAT INSULATION EXPOSED TO VIEW IN FINISH WORK WITH CEMENTITIOUS COATING. INSTALL COATING STRICTLY 2i9 MIXING C. FLASHING: 1.01 SUMMARY A. PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/16" A. MIX MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. 1. VALLEY FLASHING: MINIMUM 26 GAUGE CORROSION -RESISTANT METAL. ASECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING: LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, THICK TEXTURE SURFACE WITH A PAINT ROLLER 2. OTHER: LEAD, COPPER OR OTHER APPROVED MATERIAL. 1. YKK AP SERIES 20D NARROW STILE SWING ENTRANCES. RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS PART' 3 EXECUTION FAST D FASTENERS: 2. YKK AP SERIES 35D MEDIUM STILE SWING ENTRANCES. ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON ID2 GENERAL BUILDING INSULATION 3DI INSTALLATION I. NAILS: CORROSION -RESISTANT BOX NAILS, MINIMUM 11 GAUGE, 3. YKK AP SERIES 50D WIDE STILE SWING ENTRANCES. PERFORMANCE OF THE WORK f A BLANKET INSULATION TO BE UNFACED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE 1. MINERAL FIBER A. INSTALL CLASS PB EIFS IN ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED WRITTEN INSTRUCTIONS. 2. OTHER: OTHER APPROVED FASTENING SYSTEMS. 4.YKK AP SERIES 201DH NARROW STILE HURRICANE (SHUTTERED APPLICATIONS) SWING ENTRANCES: SHALL BE MANUFACTURED FROM GLASS. E. MORTAR MATERIALS, PLASTIC CEMENT AND SEALANT: B.RELATED SECTIONS: 1.01 CONTRACTOR RESPONSIBILITIES B. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET 3D2 PROTECTION I. SAND: ASTM CI44 p CEMENT: ASTM TYPE I. 2. PLASTIC I. GLASS AND GLAZING: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING REQUIREMENTS. 2, SINGLE SOURCE REQUIREMENT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE A PROVIDE PROTECTION OF INSTALLED EIFS MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THE SYSTEM. C 822.C15 3. PLASTIC CEMENT: ASTM D2822. a.SECTION 08 32 SLIDING ALUMINUM -FRAMED GLASS DOORS. B. DETERMINE AND VERIFY: 70 PROVIDE PERMANENT PLACEMENT. B. PROVIDE PROTECTION OF INSTALLED EIFS FROM DUST, DIRT, PRECIPITATION FREEZING AND CONTINUOUS 4. SILICONE SEALANT: A$TM 0I002. 3 b.SECTION 08 5113 ALUMINUM WINDOWS. 1. FIELD MEASUREMENTS. HIGH HUMIDITY UNTIL EIFS COATINGS ARE FULLY DRY. c.SECTION 08 44 13 GLAZED ALUMINUM CURTAIN WALLS. 2. FIELD CONSTRUCTION CRITERIA. 1.03 LOOSE INSULATION PART 3 EXECUTION d.SECTION 08 44 33 SLOPED GLAZING ASSEMBLIES. 3. CATALOG NUMBERS AND SIMILAR DATA. A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND BLOCKING AND END OF SEEGTION 0-1240 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. OTHER VOIDS IN EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING IN AND ABOUT THE 3.01 EXAMINATION AND PREPARATION ID2 SYSTEM PERFORMANCE DESCRIPTION C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. ROOF WITH LOOSE INSULATION. WEDGE IN PLACE CORNERS AND INTERSECTIONS BEFORE SHEETING A. VERIFY THAT DECK SURFACES ARE CLEAN, DRY, FREE OF RIDGES, WARP OR VOIDS. APERFORMANGE REQUIREMENTS: PROVIDE ALUMINUM SWING DOORS THAT COMPLY WITH PERFORMANCE REQUIREMENTS DO NOT SUBMIT NON -CONFORMING PRODUCTS. OF EXTERIOR, COMPLETELY FILLING VOIDS. B. VERIFY ROOF OPENING$ ARE CORRECTLY FRAMED PRIOR TO INSTALLING WORK OF THIS SECTION. DO NOT PROCEED INDICATED, AS DEMONSTRATED BY TESTING MANUFACTURERS ASSEMBLIES IN ACCORDANCE D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS UNTIL ALL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, WITH TEST METHODS INDICATED. I. AIR INFILTRATION (SINGLE ACTING BUTT HINGES OR OFFSET PIVOTS} AIR INFILTRATION SHALL BE TESTED IN FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT 1.04 SOUND ATTENUATING INSULATION DOCUMENTS. A SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED ON 3.02 INSTALLATION E WITH ASTM E 283-91 AT STATIC PRESSURE OF 151 PSF (15 PA). INFILTRATION SHALL ACCORDANCE RK E. BEGIN NO FABRICATION OR WOWHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. A UNDERLAYMENT: NOT EXCEED THE FOLLOWING: j z a.FOR 20D/20DH SINGLE DOORS: 0.15 CFM/FT (1.02 M /HM) OF CRACK LENGTH. ARCHITECT'S CONFORMANCE REVIEW. I. FOR ROOF SLOPES OF 3:12 TO �4:12, TWO (2) LAYERS OF ASTM D226 TYPE II (NM30 FELT) ARE REQUIRED PER IBC AND b.FOR 200/200H PAIR OF DOORS: 050 CFM/FT (153 M /HM) OF CRACK LENGTH. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS 105 RELATED WORK Imo' c.FOR 35D/50D SINGLE DOORS: 0.43 CFM/FT (2.44 M'/HM') OF CRACK LENGTH. $HALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FUR41SHING AND INSTALLING SUCH ITEMS AS ROOF 2. FOR PITCHES OF 4/12 AND GREATER: MINIMUM ONE LAYER ASTM D226 TYPE II (N030 FELT) (ASTM D4869 TYPE IV) HEAD d.FOR 35D/50D PAIR OF DOORS: 0.50 CFM/FT (2B3 M'/HM') OF CRACK LENGTH. MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC- LAPPED 2 INCHES AND END LAPPED 6 INCHES, OR APPROVED EQUAL PER UBG. 2. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH SHALL BE TESTED PER YKK AP'5 DUAL MOMENT TEST IDS SUBMISSION REQUIREMENTS B. FLASHING: PROCEDURE AND CERTIFIED A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE I. FLASH AT VALLEYS IN STRICT ACCORDANCE WITH CHAPTER 15 OF THE U BUILDING CODE: BY AN INDEPENDENT TESTING LABORATORY TO ENSURE CORNER INTEGRITY AND WELD COMPLIANCE. CERTIFIED AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR PART 2 PRODUCTS VALL VALLEY a. PROVIDE NO LIGHTER THAN 26 GAUGE CORROSION RESISTANT METAL EY FLASHING THAT EXTENDS AT LEAST it TEST PROCEDURES AND RESULTS RESULTS ARE AVAILABLE UPON REQUEST. B. NUMBER OF SUBMITTALS REQUIRED: INCHES EACH WAY FROM THE CENTER POINT. 3.UNIFORM LOAD TEST: 1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, 2DI MATERIAL DESCRIPTION b. PROVIDE A SPLASH DIVERTER RIB NOT LESS THAN I INCH HIGH AT FLOW LINE FORMED AS A PART OF FLASHING. a.SINGLE DOORS: 60 PSF. &SING PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE A. AT CMU WALLS c. PROVIDE END LAPS OF NOT LESS THAN 6 INCHES. OF DOORS: 60 SF. b.PAIR4.FORCED SIZE IS 24" x 36" FOR ANY ONE SHEET. I. INSTALL OWENS CORNING PINK FOAMULAR RIDGED FOAM INSULATION 1" THICK - R-5 d. LONGITUDINAL EDGES SHALL BE TURNED IN NOT LESS THAN 30 DEGREES, AND SHALL BE NOT LESS THAN I/1 INCH IN ENTRY RESISTANCE: 300 LBS. SATISFACTORY. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) B. AT WALL CAVITIES HEIGHT TO PREVENT WATER OVERFLOW. WHICH WILL BE RETAINED BY THE ARCHITECT. I. 4" WALLS: INSTALL OWENS CORNING KRAFT FACED R-11 INSULATION e. FOR ROOF SLOPES OF 3/11 AND OVER, THE METAL VALLEY FLASHING SHALL HAVE A 36 INCH WIDE UNDERLAYMENT DIRECTLY UNDER IT CONSISTING OF A MINIMUM OF ONE LAYER OF TYPE 15 FELT RUNNING THE FULL LENGTH OF THE 123PROJECT CONDITIONS / SITE CONDITIONS 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, 2. b" WALLS: INSTALL OWENS CORNING KRAFT FACED R-19 INSULATION VALLEY, IN ADDITION TO OTHER SPECIFIED UNDERLAYMENT. AFIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRIGATIONt VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES. C. AT CEILINGS 2. AT SIDES OF DORMERS, CHIMNEYS AND OTHER WALLS, EXTEND FLASHING AT LEAST 6 INCHES UP VERTICAL SURFACE. SHOW RECORDED 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT I. INSTALL OWENS CORNING KRAFT FACED R-19 OR R-30 INSULATION AS SPECIFIED IN DRAWINGS a. THOROUGHLY COUNTER FLASH. MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, FABRICATION SCHEDULE WITH CONSTRUCTION STATED ABOVE. D. AT SOUND PARTITIONS b. EXTEND FLASHING UNDER TILE AT LEAST 4 INCHES AND TURN EDGE UP 1-1/2" INCHES, PROGRESS TO AVOID CONSTRUCTION DELAYS. C. SUBMITTALS SHALL CONTAIN: I. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS 1.0451113MITTAL$ 1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. 3. AT LOWER SIDES OF DORMERS, CHIMNEYS AND OTHER WALLS, EXTEND FLASHING AT LEAST 4 INCHES UP WALL AND 4 AGENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH "CONDITIONS OF 2. THE PROJECT TITLE AND NUMBER. INCHES OVER TILE, AND THEN THOROUGHLY COUNTER FLASH. THE CONTRACT" 3. CONTRACT IDENTIFICATION, 4. THE NAMES OF: END OF SECTION 0-1210 4. AT WOOD SADDLES AND RETURNS, LINE WITH I6 OZ. COPPER EXTENDING UP ROOF SLOPE NOT LESS THAN 14 INCHES, AND AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE "CONDITIONS a. CONTRACTOR UP VERTICAL WALLS NOT LESS THAN 6 INCHES, AND THOROUGHLY COUNTER FLASH. DEFINED IN OF THE CONTRACT." B.PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED. b. SUBCONTRACTOR SECTION 01240 EXTERIOR INSULATION AND FINISW SYSTEM (EIFS) 5. MAKE ALL COUNTER FLASHING PLUGGED, POINTED AND SECURE. G.SU56TITUTION5: WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL DATA, SAMPLES, c. SUPPLIER C. 15IRD5TOP5, BOOSTERS AND STARTERS: AND TEST REPORTS MUST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TO BID DATE IN ORDER TO d. MANUFACTURER PART I GENERAL I. INSTALL CLAY BIRDSTOPS ALONG ENTIRE LENGTH OF ALL EAVES. MAKE A VALID COMPARISON. 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER 1.01 SUMMARY 2. INSTALL FIRST COURSE OF PAN TILE LEAVING A 2 TO 3 INCH OVERHANG AT SAVE. D. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING 6, FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. A. MATERIALS AND INSTALLATION OF CLASS PB EIFS SYSTEM. 3. INSTALL 3 INCH BOOSTER TILES ON TOP OF 5IRDSTOP5. ANCHORAGE, ACCESSORIES, AND FINISH COLORS. 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. 4. INSTALL 15 INCH STARTER TILES ON TOP OF BOOSTER TILES ALONG PERIMETER OF ALL EAVES. E.SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2-1/2 INCH BY 3 INCH (61 MM BY 13 MM) SAMPLES ON 8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. 1.02 DELIVERY, STORAGE AND HANDLING D. FASTENERS: (EDIT TO AVOID CONFLICTING REQUIREMENTS) ACTUAL ALUMINUM SUBSTRATES INDICATING FULL COLOR RANGE EXPECTED IN INSTALLED SYSTEM. 9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. A. DELIVER ALL EIFS MATERIALS IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME I. AT PLYWOOD DECKS, PROVIDE MINIMUM OF II GAUGE, LARGE HEADED, CORROSION RESISTANT NAILS OF SUFFICIENT F. QUALITY ASSURANCE /CONTROL SUBMITTALS: 10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS AND IDENTIFICATION OF PRODUCT. LENGTH TO PENETRATE 3/4 INCHES INTO OR THROUGH THE SHEATHING, WHICHEVER IS LESS. I. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR B. PROTECT COATINGS (PAIL PRODUCTS) FROM FREEZING AND TEMPERATURES IN EXCESS OF 50, F (32' C). 2. A7 CONCRETE DECKS, USE STAINLESS STEEL OR SILICON BRONZE SCREW SHANK NAILS OF SUFFICIENT CHARACTERISTICS AND ARCHITECT'S SELECTION. ' STORE AWAY FROM DIRECT SUNLIGHT. LENGTH TO PENETRATE 1/2TO 3/4 THEIR LENGTH INTO, BUT NOT THROWN THE DECK LENGTH T PHYSICAL PROPERTIES. 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE C. PROTECT PORTLAND CEMENT BASED MATERIALS (BAG PRODUCTS) FROM MOISTURE AND HUMIDITY. STORE 3. PROVIDE TWO FASTENERS PER TILE IN SNOW AREAS. 4. IN AREAS DESIGNATED BY THE BUILDING OFFICIALS AS BEING SUBJECT TO REPEATED WIND VELOCITIES IN EXCESS OF 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. UNDER COVER OFF GROUND IN A DRY LOCATION. 80 MPH, OR WHERE ROOF HEIGHT EXCEEDS 40 FEET ABOVE GRADE, ALL TILES SHALL BE ATTACHED AS FOLLOWS: G.CL05EOUT SUBMITTALS: 12. IDENTIFICATION OF REVISIONS ON SUBMITTALS.. a. THE HEADS OF ALL TILES SHALL BE NAILED. I. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP AUTHORIZED 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. I.D3 SUBMITTALS b. THE NOSES OF ALL EAVE TILES SHALL BE FASTENED WITH APPROVED CLIPS. OFFICIAL AND INSTALLER 14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF A. MANUFACTURER'S SPECIFICATIONS, DETAILS, INSTALLATION INSTRUCTIONS AND PRODUCT DATA c. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS. 2. PROJECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE DATA FOR INSTALLED MATERIALS IN ACCORDANCE WITH DIVISION I PROJECT CLOSEOUT (PROJECT RECORD PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF B. APPLICATOR'S CERTIFICATE OF INSTRUCTION. d. THE NOSES OF ALL HIP, RIDGE AND RAKE TILES SHALL BE SET IN A BEAD OF APPROVED ROOFER'S MASTIC. DOCUMENTS) SECTION. THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT G. SAMPLES ALL PROFILES AND TEXTURES FOR APPROVAL BY ARCHITECT. 5. ON SLOPES OVER 1/12, THE NOSE END OF ALL TILES SHALL BE SECURELY FASTENED WITH "STORM LOCKS" OR "WIND &MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR CARE AND CLEANING OF ENTRANCE SYSTEMS. DOCUMENTS. U D. MANUFACTURRER'S CODE REPORT. LOCKS", AS MANUFACTURED BY THE WIRE WORKS, INC (800541-8828, OR WITH OTHER APPROVED FASTENING E. MANUFACTURER'S STANDARD WARRANTY. SYSTEM. TILE -TIE 6Y 6. PROVIDE TWISTED WIRE TILE TYf, OR RINfSS TILE -TIE SYSTEM OF BRASS, COPPER OR GALVANIZED WIRE AS ID5QUALITY ASSURANCE IDS RESUBMISSION REQUIREMENTS F. A LIST OF MINIMUM THREE(3) JOB REFERENCES. 8, OR OTHER APPROVED FASTENING SYSTEM. MANUFACTURED BY THE WIRE WORKS, INC.N O A.QUALIRCATIONS: A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT G. MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH EIMA STANDARDS. E. INSTALL FIELD TILE IN COURSES BEGINNING RAVE WORKING INCLINE OF ROOF DECK L I. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM WORK OF THIS UNTIL ACCEPTED. H. EPS BOARD MANUFACTURER'S CERTIFICATE WITH THE CURRENT EDITION OF EIMA GUIDELINE SPECIFICATIONS TILES IN VERTICAL ROWS AT A MAXIMUM OF II INCH CENTERS, WITH EACH TILE FASTENED WITH ONE NAIL, I. INSTALL T SECTION WHO B. SHOP DRAWINGS AND PRODUCT DATA: FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. PROVIDING A MAXIMUM EXPOSURE 15 INCHES FOR EACH TILE. HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BY 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. I. SEALANT MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH EIMA STANDARD 300.01. 2. AS AN ALTERNATE, END CAPS CAN BE EMBEDDED IN CEMENT MORTAR FOR A MORE RUSTIC APPEARANCE. OWNER, SUBMIT 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. J. PREPARE AND SUBMIT PROJECT -SPECIFIC DETAILS (WHEN REQUIRED BY CONTRACT DOCUMENTS). 3. AS AN ALTERNATE, COVER TILES CAN BE ADDED USING 5005TER TILES LAID DRY OR LAID IN CEMENT MORTAR REFERENCE LIST of COMPLETED PROJECTS. 2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. 4. INSTALL HIP AND RIDGE TILES: NG DURING 1.04 WARRANTY a. PROVIDE CEMENT MORTAR OR OTHER APPROVED MATERIALS AT ALL HIPS AND RIDGES TO COMPLETELY FILL VOIDS CONSTRUCTION PROCESS. 1.10 DISTRIBUTION A. PROVIDE MANUFACTURER'S STANDARD SEVEN YEAR LABOR AND MATERIAL WARRANTY. AND TO WEATHERPROOF THE ROOF. BALL HIP, RIDGE AND FIRST ROW OF COVER TILES AFTER GABLE ROLL SHALL BE SET IN CEMENT MORTAR AND SMOCK -UPS (FIELD CONSTRUCTEDh INSTALL AT PROJECT SITE A JOB MOCK-UP USING ACCEPTABLE PRODUCTS AND A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE . FASTENED BY NONCORROSIVE NAILS. MANUFACTURER APPROVED INSTALLATION METHODS. OBTAIN OWNER'S AND ARCHITECT'S ARCHITECT'S STAMP OF CONFORMANCE TO: ACCEPTANCE OF FINISH COLOR, AND WORKMANSHIP STANDARD. 1. JOB SITE FILE. 2. RECORD DOCUMENTS FILE. 6. ALL TILES IN CONTACT WITH CEMENT MORTAR SHALL BE IMMERSED IN WATER FOR TWO MINUTES BEFORE LAYING. I. MOCK-UP SIZE: 2. MAINTENANCE: MAINTAIN MOCK-UP DURING CONSTRUCTION FOR WORKMANSHIP COMPARISONt REMOVE AND 3. SUBCONTRACTORS. 1. TO AVOID COLOR PROBLEMS ON ROOF: LEGALLY DISPOSE OF MOCK-UP WHEN NO LONGER REQUIRED. 4. SUPPLIER OR FABRICATOR a. ROOF LOAD TILES FROM DIFFERENT PALLETS. 3. INCORPORATION: MOCK-UP MAY BE INCORPORATED INTO FINAL CONSTRUCTION UPON OWNER'$ APPROVAL. 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). b. VISUALLY INSPECT APPLICATION FROM THE GROUND LEVEL AFTER INSTALLING 100 TILES. C.PRE-INSTALLATION MEETINGS: CONDUCT Pam -INSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATE c. VISUALLY VERIFY THAT ROOF TILE COLOR IS UNIFORM AND EVEN, AND VERIFY THAT TILE COURSES ARE STRAIGHT AND CONDITIONS, INSTALLATION INSTRUCTIONS AND MANUFACTURER'S WARRANTY REQUIREMENTS. L11 ARCHITECT'S DUTIES TRUE.MANUFACTURER'S A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM 8. CORRECT ANY COLOR OR INSTALLATION PROBLEMS BEFORE PROCEEDING WITH THE INSTALLATION. OF TEN (10) WOWING DAYS FOR REVIEW, UNLE56 SPECIAL HANDLING IS ARRANGED IN ADVANCE. 9. COMPLETE INSTALLATION TO PROVIDE WEATHER TIGHT SERVICE. B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RE5UBMITTAL OR 303 CLEAN UP A CLEAN ROOF TO REMOVE ALL PIECES OF DEBRIS. CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND B. REMOVE AND DISPOSE OF ALL WORK -RELATED REFUSE AND DEBRIS. GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS END OF SECTION WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS PRODUCTS: OF THE CONTRACT DOCUMENTS. US TILE AUTHENTIC CLAY ROOF TILES C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMIS510N. END OF S£:C:TION 01340 f REVISIONS BY 00 ._. �M �CnC.0 Q . C) o ' �xti N E CV • U CDC ` U N ti 3 N 3 o C / c 0 � :Z:tia N ._� r' U JA A E''o ", 54a.� gggg 0 00 cn C=) �" o N . > 0 0 o # Y v � a a� O L U O Z � J � U C O m J E U+- � U N vi O > s 0 m a N C � � O 3 p Z L.� Date: 03, 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet N1 �I .1 id., aAl,.. - I .11 1I 11, : 1LeJ.: I I -F_ it - TfI DIVISION S DOORS AND WINDOWS DIVISION S DOORS AND WINDOWS DIVISION DOORS AND WINDOUZ DIVISION 9 FINISHES DIVISION 10 SPECIALTIES SECTION 084113 ALUMINUM -FRAMED ENTRANCES 4 STOREFRONT SYSTEM SECTION 086W GLASS 4 GLAZING SECTION MWO PAINTING SECTION 10622 FIRE EXTINGUISHERS YKK AP PEES 45 FS/ -1 SERIES PART I GENERAL PART I GENERAL PART 1 GENERALRECOMMENDED PART I GENERAL 1.01 SUMMARY 1.01 SUMMARY BY MANUFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON FINISH OR A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPECIFIED 1.01 GENERAL 1.01 SUBMITTALS A SECTION INCLUDES: ALUMINUM STOREFRONT, INCLUDING: MATERIAL DISTORTION WILL BE REJECTED. HEREIN. GLAZING TYPES AND SIZES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. A IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM A. PRODUCT DATA: REQUIRED I. YKK AP SERIES YES 45 F5 STOREFRONT SYSTEM (MONOLITHIC GLAZING) 2.06 FINISHES AND COLORS DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. B. SHOP DRAWINGS: NOT REQUIRED 2. YKK AP SERIES YES 45 FI STOREFRONT SYSTEM (INSULATED GLAZING) A. ANODIZED FINISH: YKK AP AMERICA ANODIZED PLUS® FINISH: 1.02 QUALITY STANDARDS B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND C. SAMPLES: NOT REQUIRED B. RELATED SECTIONS: I. CLEAR: YKK AP YSN WITH CLEAR PROTECTIVE COMPOSITE COATING. A. GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT. I. SEALANTS: REFER TO DIVISION 1 JOINT TREATMENT SECTION FOR SEALANT REQUIREMENTS. 2. MEDIUM BRONZE: YKK AP YBN WITH CLEAR PROTECTIVE COMPOSITE COATING. (FGMA) "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE C. SPECIFIED PRODUC75 BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER PART 2 PRODUCTS 2. GLASS AND GLAZING: REFER TO DIVISION B GLASS AND GLAZING SECTION FOR GLA58 AND GLAZING 3. DARK BRONZE: YKK AP YB5N WITH CLEAR PROTECTIVE COMPOSITE COATING. INDICATED. REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF REQUIREMENTS. 4. BLACK: YKK AP YKN WITH CLEAR PROTECTIVE COMPOSITE COATING. OTHERWISE DEFINED IN THIS SECTION OR OHTER REFERENCED STANDARDS. OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. 2.01 MANUFACTURERS/PRODUCTS 3. SINGLE SOURCE REQUIREMENT: ALL PRODUCTS LISTED BELOW SHALL BE BY THE SAME MANUFACTURER 5. CHAMPAGNE: YKK AP YH3N WITH CLEAR PROTECTIVE COMPOSITE COATING. B. SAFTEY GLAZING PRODUCT: WHERE SAFTEY GLASS 18 INDICATED OR REQUIRED BY AUTHORITIES HAVING D. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. A. COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. A SECTION 08 32 13 SLIDING ALUMINUM - FRAMED GLASS DOORS B. SECTION 08 5113 ALUMINUM WINDOWS. 6. WHITE: YKK AP YON WITH PROTECTIVE COMPOSITE COATING. JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z91.1 AND TESTING MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS INSOFAR AS POSSIBLE. THIN ONLY B. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS. C. SECTION 08 44 13 GLAZED ALUMINUM CURTAIN WALLS. B. ANODIZED FINISHING: PREPARE ALUMINUM SURFACES FOR SPECIFIED FINI5Ht APPLY SHOP FINISH IN ACCORDANCE WITH THE FOLLOWING: REQUIREMENTS OF CPSC Ib CFR PART 1201 FOR CATEGORY II MATERIALS. AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. D. SECTION 08 44 33 SLOPED GLAZING ASSEMBLIES. 1. ANODIC COATING: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC SEAL APPLIED C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND PART 3 EXECUTION IN ACCORDANCE WITH THE REQUIREMENTS OF AAMA 612-02. ALUMINUM EXTRUSIONS SHALL BE TESTED PER ASTM E 163 (UL 9) AND ARE LABELED AND LISTED BY UL OR OTHER TESTING AND DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. I 1.02 SYSTEM PERFORMANCE DESCRIPTION r PRODUCED FROM QUALITY CONTROLLED BILLETS MEETING AA-606345. INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION. F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED 3DI SCHEDULES A PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUM STOREFRONT SYSTEMS THAT COMPLY A EXP06ED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. D. SINGLE SOURCE RE5PON51BILTY : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO A. INSTALL AS REQUIRED. WITH PERFORMANCE REQUIREMENTS INDICATED, AS DEMONSTRATED BY TESTING MANUFACTURER'S B. EXTRUSIONS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE OF GLAZING PRODUCT IDICATED. BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ASSEMBLIES IN ACCORDANCE WITH TEST METHOD INDICATED. TREATMENT AND THEN SEALED WITH AN ORGANIC COATING APPLIED WITH AN E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY END OF SECTION 10522 I. WIND LOADS: COMPLETED STOREFRONT SYSTEM SHALL WITHSTAND WIND PRESSURE LOADS NORMAL TO WALL ELECTRODEPOSITION PROCESS. NORMAL TEMPERATURE CHANGES, WIND LOADING , IMPACT LOADING, WITHOUT FAILURE INCLUDING L055 OR PREPARED TO RECEIVE THE INTENDED FINISH. PLANE INDICATED: C. THE ANODIZED COATING SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF AAMA 612-02: BREAKAGE OF GLASS, FAILURE OF SEALMENTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, A EXTERIOR WALLS: VOLUNTARY SPECIFICATIONS, PERFORMANCE REQUIREMENTS AND TEST PROCEDURES FOR DETERIORATION OF GLASS AND GLAZING MATERIALS, AND OTHER DEFECTS IN THE WORK 1.02 PAINTING 1) POSITIVE PRESSURE: 2) NEGATIVE PRESSURE: COMBINED COATINGS OF ANODIC OXIDE AND TRANSPARENT ORGANIC COATINGS ON ARCHITECTURAL ALUMINUM. TESTING SHALL DEMONSTRATE THE ABILITY OF THE FINISH TO F. FIELD MEASURE ALL OPENIGS OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT. A. ACCEPTABLE MATERIALS B. INTERIOR WALLS (PRESSURE ACTING IN EITHER DIRECTIONh RESIST DAMAGE FROM MORTAR, SALT SPRAY, AND CHEMICALS COMMONLY FOUND ON IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER 1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. 2. DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION IN ANY MEMBER WHEN TESTED IN ACCORDANCE. WITH ASTM E 330-W WITH ALLOWABLE STRE55 IN ACCORDANCE WITH AA SPECIFICATIONS FOR CONSTRUCTION SITES, AND TO RESIST THE LOSS OF COLOR AND GLOSS. D. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MINIMUM OF 0.1 MILS. 1.03 SUBMITALS 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE PRATT e LANBERTT /-�� /y DIVISION 11EQUIPMENT ALUMINUM STRUCTURES. 2) CA58 CORRO51ON RESISTANCE TEST, CASE 240/A5TM 5368 TEST METHOD. A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED GLIDDEN A WITHOUT HORIZONTALS: L/115 OR 3/4" (19.IMM) MAXIMUM.. 3) OTHER AAMA 2605 PERFORMANCE TESTS SPECIFIED IN THESE SPECIFICATIONS, SUCH AS: 13 DRY GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, PORTER B. WITH HORIZONTALS: L/115 OR L/240 + 1/4" 4AMM) FOR SPANS GREATER THAN 13'4" (4.IM) FILM HARDNE58t 1B2 SALT SPRAY RESISTANCEt 1.9.12 COLOR RETENTION, SOUTH FLORIDAt 1.9.1A PERFORMANCE CRITERIA, ETC- BENJAMINE MOORE BUT LESS THAN 40'-0" (122M). GLOSS RETENTION, SOUTH FLORIDA. B. SAMPLES: 50MIT, FOR VERIFICATION PURPOSES, 12 NCH SQUARE SAMPLE OF EACH TYPE OF GLASS B. UNDERCOATS AND THINNERS NONE SPECIFIED 3. THERMAL MOVEMENT: PROVIDE FOR THERMAL MOVEMENT CAUSED BY 180 DEGREES F. (822 DEGREES C) C. HIGH PERFORMANCE ORGANIC COATING FINISH: INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER SURFACE TEMPERATURE, WITHOUT CAUSING BUCKLING STRESSES ON GLASS, JOINT SEAL FAILURE, UNDUE STRESS ON I. TYPE FACTORY APPLIED TWO -COAT 10% KYNAR RESIN BY ARKEMA OR 10% HYLAR RESIN BY C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND OF FINISH COAT. STRUCTURAL ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE, OR DETRIMENTAL EFFECTS. � ER BASED COATING SYSTEM, FLUORIDE SOLEIED GLAZING MATERIALS FURNUSHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY 4. AIR INFILTRATION: (SOLVAY"-2), (PVF-2), APPLIED IN ACCORDANCE WITH YKK AP PROCEDURES AND MEETING AAMA 2605 IN ACCORDANCE AND MEETING WARRANTIES. THE RECOMMENDED LIMITS. Q p� � � 1 ' � Q DIVISION 12 1=URN IS�-I I� WHEN TESTED IN ACCORDANCE WITH ASTM E 283-91 AT DIFFERENTIAL STATIC SPECIFICATIONS. PRESSURE OF b24 PSF OSS PA), COMPLETED STOREFRONT SYSTEMS SHALL HAVE MAXIMUM 1. COLORS: SELECTED BY ARCHITECT FROM THE FOLLOWING: I. GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLA55 SIZE AND THICKNESS C. COLOR SCHEDULES ALLOWABLE INFILTRATION OF: A STANDARD COATING COLOR CHARTS. FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS SPECIFIED IN SECTION 1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. 4.0.02 CFM/FT' (031 M'/H-M') FOR YES 45 FS SYSTEMS. B. CUSTOM COATING COLOR CHARTS. 08410, ALUMINUM ENTRANCES AND STOREFRONTS, AND SECTION 06521, ALUMINUM WINDOWS. a. ON GYPSUM DRYWALL, USE: b.0.01 CFM/FT' (0.18 M'/H1M') FOR YES 45 FI SYSTEMS. C. COLOR NAME AND NUMBER: 1. FIRST COAT - PIGMENTED PRIMER/SEALER NOW SPECIFIED 5. WATER INFILTRATION: NO UNCONTROLLED WATER OTHER THAN CONDENSATION ON INDOOR FACE OF ANY D. FINISHES TESTING: 1.04 DELIVERY, STORAGE AND HANDLING 2. SECOND COAT - ACRYLIC LATEX ENAMEL COMPONENT WHEN TESTED IN ACCORDANCE WITH ASTM E 331-93 AT TEST PRESSURE DIFFERENTIAL OF: f 1. APPLY 05`r• SOLUTION NAOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE A. PROTECT GLA55 AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING TO COMPLY WITH 3. THIRD COAT - ACRYLIC LATEX ENAMEL DIVISION 13 SPECIAL CONSTRUCT I ON a.10 PBF (419 PA) FOR YES 45 FS SYSTEMS. b.10 PSF (419 PA) FOR YES 45 FI SYSTEMS. AREAL LEAVE IN PLACE FOR SIXTY MINUTESt LIGHTLY WIPE OFF NAOHt DO NOT CLEAN AREA FURTHER MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF b. ON FERROUS METAL, USE: 1. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER 1.03 SUBMITTALS 2. SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE. DIRECT EXPOSURE TO SUN, AND FROM OTHER CAUSES. 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL A GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH PART 3 EXECUTION B. STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY POINT 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DURING THE CONTRACT PERIOD AT NO COST TO OWNER c. ON WOOD DOORS, USE: DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN "CONDITIONS OF THE CONTRACT." 3.01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS I. FIRST COAT - STAIN (SEE FINISH SCHEDULE) NONE SPECIFIED B. PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH TYPE STOREFRONT SERIES SPECIFIED. A COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL 1.05 GUARANTEE 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) C. 505TITUTIONS: WHENEVER 5UB6TITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL BULLETINS, INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. LATEST INSTALLATION A. PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" /� CONVEYSYSTEMS DIVISION 1� GONV I INCs S 1 �T1��7 DATA, SAMPLES, AND TEST REPORTS MUST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TO BID DATE IN ORDER TO MAKA A VALID COMPARISON. INSTRUCTIONS CAN BE FOUND AT WWW.YKKAP.COM. SILVER SPOILAGE OF ALL MIRRORS, PERFORMANCE OF GLAZING SEALANTS, TEC. END OF SECTION 09900 D. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT 3.02 EXAMINATICN PART 2 PRODUCTS COMPONENTS, INCLUDING ANCHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES. A. SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS (WHICH HAVE BEEN PREVIOUSLY E. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS ON ACTUAL ALUMINUM SUBSTRATES INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN 201 GLASS SECTION m996rd STUCCO FINISH INDICATING FULL COLOR RANGE EXPECTED IN INSTALLED SYSTEM. F. QUALITY ASSURANCE /CONTROL SUBMITTALS: ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. PROVIDE GLA55 TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SCCEDULE: NONE SPECIFIED 1. TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED 3.03 PREPARATION FLOAT (OR "PLATE"): COMPLY WITH FEDERAL SPECIFICATION DD-G-451. CLEAR WIRE GLA65: COMPLY PART I GENERAL PEWOR1'IANCE CHARACTERISTICS AND PHYSICAL PROPERTIES. A ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM WITH FEDERAL SPECIFICATION DD-G-451. FIGURED AND PATTERN GLASS: COMPLY WITH FEDERAL 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA DAMAGE DURING PRODUCT INSTALLATION. SPECIFICATION DID-G-451. 1.01 SUMMARY G. CLOSEOUT SUBMITTALS: I. ALUMINUM SURFACE PROTECTION: PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFACTURERS OFFER PRODUCT A. MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR GRADE PLYWOOD AND 1. WARRANTY: SUBMIT WARRANTY DOCUMENTS SPECIFIED HEREIN. MORTAR, CEMENT, ACID5, AND OTHER WHICH MAY BE INCORPOATED IN THE WORK: METAL LATH AL50 FURNISH AND INSTALL METAL, LATH, STUCCO WRAP AND ACCESSORIES. 2. PROJECT RECORD DOCUMENTS: SUBMIT PROJECT RECORD DOCUMENTS FOR INSTALLED MATERIALS IN HARMFUL CONTAMINANTS. I. TINTED GLASS: ACCORDANCE WITH DIVISION 1 a. PPG-INDU5TIE5, INC. SOLARGRAY COMMERCIAL INSULATING GLASS I -INCH UNITS WITH 1/2-INCH 1.02 DELIVERY, STORAGE AND HANDLING PROJECT CLOSEOUT (PROJECT RECORD DOCUMENTS) SECTION. 3.04 INSTALLATION AIRSPACE AND 1/4-INCH LITES, INTERIOR LITE CLEAR A DELIVER ALL CEMENT MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURERS NAME AND A GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN 2. WIRE GLASS: IDENTIFICATION. ID4 QUALITY ASSURANCE A QUALIFICATIONS: SPECIFIED TOLERANCES. I. PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONCRETE, OR a. FIRELITE. B. DELIVER NEW, FLAT STRUCTURAL METAL LATH IN ORDINAL PACKAGING. QUALIFICATIONS: 1. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO DISSIMILAR MATERIALS USING NYLON PADS OR BITUMINOUS COATING. 3. CLEAR FLOAT GLASS: C. PROTECT PRODUCTS FROM MOISTURE AND HUMIDITY. STORE UNDER COVER OFF GROUND IN A DRY PERFORM WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO 2. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. a. PPG INDUSTRIES, INC. LOCATION. THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BY OWNER, SUBMIT REFERENCE LIST OF COMPLETED 3. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING b. FORD GLASS DIVISION. PROJECTS. CONTINUOUS WITH SPLICE JOINTSt SET IN CONTINUOUS BEADS OF SEALANT. c. LIBBEY-OWENS-FORD CO. 1.03 SUBMITTALS 2. MANUFACTURER QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE 4. VERIFY STOREFRONT SYSTEM ALLOWS WATER ENTERING SYSTEM TO BE COLLECTED IN C. OTHER MANUFACTURERS WHO PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL A MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS. REPRESENTATION DURING CONSTRUCTION PROCESS. GUTTERS AND WEPT TO EXTERIOR VERIFY METAL JOINTS ARE SEALED IN ACCORDANCE REQUIREMENTS, MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR B. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS CORNER BEAD, CONTROL JOINTS, ETC. B. MOCK-UP5 (FIELD CONSTRUCTEDk INSTALL AT PROJECT 51TE A JOB MOCK-UP U51NG ACCEPTABLE PRODUCTS WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. TO BIDDING IN ACCORDANCE WITH DIVISION I. AND MANUFACTURER APPROVED INSTALLATION METHODS. OBTAIN OWNER'S AND ARCHITECT'S ACCEPTANCE OF 5. LOCATE EXPANSION MULLIONS WHERE INDICATED ON REVIEWED SHOP DRAWINGS. D. INSULATING GLA55: COMPLY WITH ASTM E-113, ASTM E-114. SEALED INSULATING UNITS FABRICATED FROM PART 2 PRODUCTS FINISH COLOR, AND WORKMANSHIP STANDARD. 6. SEAL METAL TO METAL STOREFRCNT SYSTEM JOINTS USING SEALANT RECOMMENDED BY SYSTEM TWO PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE I. MOCK-UP SIZE: 2. MAINTENANCE: MAINTAIN MOCK-UP DURING CONSTRUCTION FOR WORKMANSHIP COMPARISONS REMOVE MANUFACTURER DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS, 2.01 JOB MIXED INGREDIENTS AND LEGALLY DISPOSE OF MOCK-UP WHEN NO LONGER REQUIRED. 3.05 FIELD QUALITY CONTROL A. PORTLAND CEMENT, ASTMC 150 TYPE 1, MIXED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS. 3. INCORPORATION: MOCK-UP MAY BE INCORPORATED INTO FINAL CONSTRUCTION UPON OWNER'S APPROVAL. A MANUFACTURER'S FIELD SERVICES: UPON REQUEST, PROVIDE MANUFACTURER'S FIELD 2.02 MANUFACTURERS / PRODUCTS B. WATER: CLEAN AND POTABLE. C. FIRE- INSTALLATION MEETINGS: CONDUCT PRE -INSTALLATION MEETING TO VERIFY PROJECT SERVICE CONSISTING OF SITE VISIT FOR INSPECTION OF PRODUCT INSTALLATION IN A. FLOAT GLASS (TYPE FG-A} CLEAR, 114 INCH THICK, MINIMUM. C. METAL LATH REQUIREMENTS, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SAFTEY GLASS (TYPE FG-W CLEAR, FULLY TEMPERED 1/4 INCH THICK, MINIMUM. I. STRUCTURAL METAL LATH SHALL BE 3.4 POUND EXPANDED METAL SHEET WITH SOLID PARALLEL RIBS. MANUFACTURER'S WARRANTY REQUIREMENTS. B. FIELD TEST: CONDUCT FIELD TEST TO DETERMINE WATERTIGHTNESS OF STOREFRONT LOW E GLASS (TYPE FG-Fh FLOAT TYPE, TEMPERED, CLEAR, COATING ON INNER SURFACE. 2. METAL LATH SHALL BE 3.4 POUND DIAMOND MESH METAL LATH. SYSTEM. CONDUCT TEST IN ACCORDANCE WITH AAMA 5012-03. MIRROR GLASS (TYPE FG-H} CLEAR TEMPERED SAFTEY TYPE WITH COPPER AND SILVER COATING, SQUARE 3. ACCESSORIES FURNISHED BY SAME MANUFACTURER FOR STUCCO APPLICATION. 105 PROJECT CONDITIONS /SITE CONDITIONS EDGES.D. MECHANICAL FASTENERS A. FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS/OPENINGS BY FIELD MEASUREMENTS BEFORE 3.0b ADJUSTING AND CLEANINGI. NAILS, 8d RING SHANK, HOT DIP GALVANIZED OF SUFFICIENT LENGHTH TO PENETRATE PLYWOOD BACKING FABRICATIONt SHOW RECORDED MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, A. ADJUSTING: ADJUST SWING DOORS FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S PART 3 EXECUTION I INCH. FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. RECOMMENDATIONS. 2. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NOb SELF DRILLING CORROSION RESISTANT SCREWS OF 1.06 WARRANTY B. CLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PRIOR TO 3.01 PRECONSTRUCTION SUFFICIENT LENGTH TO PENTRATE METAL 3/5 INCH. A. PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACT" FOR PROJECT WARRANTY PROVISIONS. OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS FROM PROJECT SITE. LEGALLY A. EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE E. STUCCO WRAP B. MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY DISPOSE OF DEBRIS. WORK 1. BY TYVEK FOR USE OVER PLYWOOD FACINGS. DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO, AND C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUMENTS. SURFACES FROM DAMAGE DURING CONSTRUCTION. STANDARDS OF THE GLASS ASSOCIATION OF NORTH AMERICA GLAZING MANUAL. PART 3 EXECUTION 1. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER C. INSPECTION AND CLEANING SHALL INCLUDE BUT 15 NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR 2. WARRANTY PERIOD: MANUFACTURER'S STANDARD WARRANTY COMMENCING ON DATE OF SUBSTANTIAL END OF SECTION FOREIGN MATERIALS FROM CHANNELS, $TOP$, RABBETS, SETTING BLOCKS, SPACERS, ECT_ REMOVE NON- 3.01 INSTALLATION COMPLETION. PERMANENT PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER, A. INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG TAPES'OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING INTERIORS. PART 2 PRODUCTS COMPOUNDS. B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRESSURE TO FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THICKNESS. LEAVE ROUGH ENOUGH TO PROVIDE BOND 2.01 MANUFACTURERS (ACCEPTABLE MANL)rACTURERS/PRODUCTS) 3.02 INSTALLATION FOR FINISH COAT. FINISH COAT SHALL BE OF TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION A ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. A. INSPECT FRAMING BEFOER INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT DRAWINGS. 1b80 THE BLURS, SUITE 100 INTERFERE WITH SATISFACTORY INSTALLATION. C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY. AUSTELL, GA 30168 B. INSPECT ALL GLA55 IMMEDIATELY BEFOER INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, TELEPHONE: (618) 838-6000t FAX: (618) 838-6001 SCRATCHED, OR MI6 -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCHITEC 3.02 PROTECTION 1. STOREFRONT SYSTEM: YKK AP YES 45 F5 STOREFRONT SYSTEM. DIRECTS THAT THEY CAN BE REMOVED. A. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION, 2. STOREFRONT SYSTEM: YKK AP YES 45 FI STOREFRONT SYSTEM. SECTION 08110 FINISH HARDWARE C. INSTALL AS PER MANNFACTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING EXCESSIVE DRYING UNTIL STUCCO HAS SET. B. STOREFRONT FRAMING SYSTEM: ASSOCIATION. 1. DESCRIPTION: CENTER RABBET, EXTERIOR FLUSH GLAZED! JAMBS AND VERTICAL MULLIONS CONTINUOUSt HEAD, SILL, INTERMEDIATE HORIZONTAL ATTACHED BY SCREW SPLINE JOINERY. PART 1 GENERAL 0. MAINTAIN'THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND END OF SECTION 09960 2. COMPONENTS: MANUFACTURER'S STANDARD EXTRUDED ALUMINUM EXPANSION MULLIONS, 0-15 APPEARANCE. INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELT$ EXACTLY AS DIRECTED BY DEGREE HINGED MULLIONS, 90 DEGREE CORNER POSTS, FLEXIBLE CORNER POSTS, THREE WAY 1.01 GENERAL MANUFACTURER SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY CORNER POST, 93-110 DEGREE FLEXIBLE CORNER POSTS, ENTRANCE DOOR FRAMING, AND INDICATED A. OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOOR/HARDWARE SCHEDULE HARDWARE FROM A SINGLE SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL SHARES. MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE GLASS TO MAINTAIN UNIFORM APPEARANCE IN SURFACES. DO NOT VARY GLAZING MATERIALS EXCEPT AS 2D2 MATERIALS REQUIREMENTS. APPROVED OR DIRECTED BY THE ARCHITECT. A. EXTRUSIONS: ASTM B 221 (ASTM B 221M), 6063-T5 ALUMINUM ALLOY. B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESORIE5 OF PROPER SIZE AND E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WASH AWAY FROM GLASS. B. ALUMINUM SHEET: DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND PROVIDE PRECISE MITER CUTS OR OTHER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND I. ANODIZED FINISH: ASTM B 209 (ASTM B 20V), 5005-H14 ALUMINUM ALLOY, 0.050" (121 MM) MINIMUM THICKNESS. OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN OTHER JOINTS 50 THEY ARE COMPLETELY AIRAND WATER TIGHT, 2. PAINTED FINISH: ASTM B 209 (ASTM B 209M), 3003 HI4 ALUMINUM ALLOY, 0080" (1.95 MM) ON THE DRAWINGS. MINIMUM THICKNESS. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND 3.03 PROTECTION AFTER INSTALLATION THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING IS REQUIRED TO A PROTECT GLASS AFTER INSTALLATION WITH SAFTEY STRIPS AND WARNING MARKERS. KEEP SAFTEY STRIPS 2.03 ACCESSORIES INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER AND WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE. A. MANUFACTURER'S STANDARD ACCESSORIES: WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS PROTECT METAL PARTS FROM DAMAGE AFTER INSTALLATION. I. FASTENERS: ZINC PLATED STEEL CONCEALED FASTENERS! HARDENED ALUMINUM ALLOYS OR AISI WITH FINISHING WORK 300 SERIES STAINLESS STEEL EXPOSED FASTENERS, COUNTERSUNK, FINISH TO MATCH ALUMINUM D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT 304 CLEANING COLOR I SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT A CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK, OR WHEN DIRECTED BY THE ARCHITECT. 2. SEALANT: NON -SKINNING TYPE, AAMA 8033 FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH CLEAN ALL GLASS WITH CLEANER, CLEANING MATERIALS, AND METHODS RECOMMENED BY THE 3. GLAZING: SETTING BLOCKS, EDGE BLOCKS, AND SPACERS INT ACCORDANCE WITH ASTM 864, INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF MANUFACTURER CLEAN ALL GLASS COMPLETLY CLEAR OF STREAKS OR SPOT HARDNESS A5 RECOMMENDED BY MANUFACTURER! GLAZING GASKETS IN N SHORE DANCE WITH ACCORDANCE WITH ASTM C 864. POLY105BUTYLENE MASTIC SEALANT. B. ANY GLASS THAT 15 SCRATCHED OR DAMAGED DURING CLEANING WILL BE REPLACED AT THE E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. CONTRACTOR'S EXPENSE. 2.04 RELATED MATERIALS (SPECIFIED IN OTHER SECTIONS) REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE C. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. A. GLASS: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLA55 MATERIALS. APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING FINAL ADJUSTMENT. 3D5 REPAIR AND REPLACEMENT 2.05 FABRICATION A. REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN A. SHOP ASSEMBLY: FABRICATE AND ASSEMBLE UNITS WITH JOINTS ONLY AT INTERSECTION OF ALUMINUM 1.02 KEYING REPLACEMENT GLASS AS SPECIFIED ABOVE. MEMBERS WITH UNIFORM HAIRLINE JOINTSt RIGIDLY SECURE, AND SEALED IN ACCORDANCE WITH A KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL MANUFACTURER'S RECOMMENDATIONS. COMPLETION. END OF SECTION 08800 1. HARDWARE: DRILL AND CUT TO TEMPLATE FOR HARDWARE. REINFORCE FRAMES AND DOOR STILES TO RECEIVE HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AWS RECOMMENDATIONS OR 103 GUARANTEE METHODS A. PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF OWNER'S ACCEPTANCE. f END OF SECTION 08"110 REVISIONS BY 00 4? m N r I� o 3- E ti o N N G c N / OC\1 � C • U 8 U it Q E ~ - N 3 0 cn ti / C . „a . N o� c W z �I U 00 N o �. ? a o 0 I�^--� Li. CG V _ Q o # � � c UU_ a � Cn O L V O 4- Z .J U C O J m J E (DUN (n t O v m C Q IV O � C � � v 3 O •w Z L.� Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-08a Sheet N2 GENERAL NOTES DESIGN CRITERIA I. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE LOADING CRITERIA OF ASCE 1-10, THE FLORIDA BUILDING CODE, 2010 EDITION (BUILDING AND EXISTING BUILDINGS VOLUMES). 2. DESIGN LOADS FOR THE STRUCTURE AND ITS COMPONENTS SHALL BE AS FOLLOWS: SLOPPED ROOF DEAD LOAD FOR CONCRETE TILE ROOFS = 25 PSF (15 PSF TOP CHORD d 10 PSF BOTTOM CHORD) LIVE LOAD = 30 PSF (20 PSF TOP CHORD 4 10 PSF BOTTOM CHORD) 3. WIND CRITERIA FOR THE STRUCTURE SHALL BE AS FOLLOWS: WIND DESIGN METHOD = ALTERNATE ALL -HEIGHT METHOD. ULTIMATE WIND DESIGN SPEED = 135 MPIN (3 SECOND WIND GUST). NOMINAL DESIGN WIND SPEED = 105 MPH. RISK CATEGORY OF STRUCTURE = II. WIND EXPOSURE CATEGORY = B. WIND ENCLOSURE COEFFICIENT = ± 0.15 (ENCLOSED). WIND PRESSURES FOR COMPONENT E CLADDING = REFER TO TABLE. 4. DEFLECTION LIMITS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS BASED ON MATERIALS SPECIFIED BY THE ARCHITECT. MATERIALS THAT REQUIRE DEFLECTION CRITERIA EXCEEDING CODE LIMITS PER THE MANUFACTURER'S AND/OR ARCHITECT'S SPECIFICATIONS SHALL MEET THE CRITERIA SPECIFIED BY THE MANUFACTURER AND/OR THE ARCHITECT. 5. CONTRACTOR SHALL INFORM AND SUBMIT TO THE ENGINEER OF RECORD LOADING INFORMATION FOR ALL EQUIPMENT NOT SHOWN, OR DIFFERING FROM THOSE SHOWN, ON THE CONTRACT DRAWINGS. 6. DELEGATE ENGINEERS SHALL ACCOUNT FOR SELF WEIGHT OF STRUCTURE IN DESIGN AS REQUIRED. SHOP DRAWINGS AND SU15MITTALS I. SHOP DRAWINGS AND SUBMITTALS FOR ALL STRUCTURAL FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 2. SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ENGINEER OF RECORD FOR OVERALL COMPLIANCE WITH CONTRACT DOCUMENTS. COMMENTS AND/OR CORRECTIONS MARKED ON SHOP DRAWINGS AND SUBMITTALS SHALL NOT ALLEVIATE THE CONTRACTOR FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS. 3. CONTRACT DOCUMENTS SHALL PRESIDE OVER SHOP DRAWINGS AND SUBMITTALS UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. SPECIAL ENGINEERING COMPONENTS SUCH AS PRE-ENGINEERED WOOD TRUSSES AND COLD -FORMED STEEL SYSTEMS SHALL BE PROVIDED BY A DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA WHO SHALL BE THE ENGINEER OF RECORD OF THESE SPECIAL ENGINEERING COMPONENTS PER THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15-30.006. SIGNED AND SEALED DRAWINGS AND CALCULATIONS SHALL BE' SUBMITTED FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN CRITERIA SPECIFIED BY THE ENGINEER OF RECORD. SITE WORK I. FOUNDATIONS NAVE BEEN DESIGNED IN ACCORDANCE WITH THE REPORT OF GEOTECHNICAL EXPLORATION PROVIDED BY UNIVERSAL ENGINEERING SCIENCES UES PROJECT No. 0630.1200285 DATED JULY 11, 2012. , 2. AN ALLOWABLE DESIGN SOIL BEARING PRESSURE OF 2,000 PSF HAVE BEEN USED BASED ON THE AFOREMENTIONED REFERENCED GEOTECHNICAL REPORT. 3. THE GEOTECI-INICAL ENGINEER SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY'OF ANY DISCREPANCIES BETWEEN THE RECOMMENDED DESIGN SOIL BEARING PRESSURE AND THE ACTUAL SOIL CONDITIONS. CHANGES NECESSARY TO THE CONTRACT DOCUMENTS DUE TO SPECIFIC INFORMATION IN THE GEOTECHNICAL REPORT SHALL BE CONSIDERED ADDITIONAL SERVICES. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT AND MAKE ALL SITE PREPARATION IN ACCORDANCE TO THIS DOCUMENT. 5. FILL MATERIAL SHALL BE CLEAN SOIL, FREE OF DEBRIS AND ORGANIC MATERIAL. FILL MATERIAL SHALL BE PLACED IN ONE FOOT LIFTS AND COMPACTED TO A CRITERIA NOT LESS THAN 95% OF ITS MODIFIED PROCTOR DENSITY. 6. CONTRACTOR SHALL COORDINATE ALL BELOW GRADE PIPING ROUTING WITH THE FOUNDATIONS. NO PIPING THROUGH THE FOUNDATIONS SHALL BE ALLOWED. REFER TO CIVIL DRAWINGS FOR MINIMUM PIPING CLEARANCE BELOW THE FOUNDATIONS. 1. FOUNDATION WALLS RETAINING SOIL SHALL BE BRACED UNTIL THEY HAVE REACHED THEIR SPECIFIED COMPRESSIVE STRENGTH. CAST IN PLACE CONCRETE I. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318), b. DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315). c. SPECIFICATION FOR -POT WEATHER CONCRETING (ACI 305). d. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). e. CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 2. CONCRETE SHALL BE NORMAL WEIGHT UNLESS NOTED OTHERWISE AND SHALL COMPLY WITH ASTM C94 AND THE FOLLOWING: a. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. b. AGGREGATES (3/¢" MAX.) SHALL CONFORM TO ASTM C33. c. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. d. WATER REDUCING AGENT SHALL CONFORM TO ASTM C494. e. FLYASH (20% MAX.),CLASS F SHALL CONFORM TO ASTM C618-18. f. WATER SHALL BE POTABLE. g. REQUIRED SLUMP RANGE = 3" TO 5". 3, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: SLAB -ON -GRADE = 3000 PSI W/C RATIO = 0.55 MASONRY GROUT = 3000 PSI W/C RATIO = 0.55 FOOTINGS = 3000 PSI W/C RATIO = 0.52 COLUMNS = 4000 PSI W/C RATIO = 0.45 WALLS = 4000 PSI W/C RATIO = 0.45 BEAMS = 4000 PSI W/C RATIO = 0.45 TIE COLUMNS = 4000 PSI W/C RATIO = 0.45 TIE BEAMS = 4000 PSI W/C RATIO = 0.45 4. REINFORCING STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM A615. REINFORCEMENT SHALL BE BENT AND PLACED IN ACCORDANCE WITH CRRSI REQUIREMENTS. 5. WELDED WIRE FABRIC USED SHALL CONFORM TO ASTM A155 AND SHALL BE FURNISHED IN FLAT SHEETS, NOT ROLLS. MINIMUM MESH LAP SHALL BE (2) PANELS. 6. MOISTURE BARRIER USED SHALL BE 6 MIL POLYETHYLENE. MINIMUM LAP AT JOINTS SHALL BE 6". 1. REINFORCING BAR COVER SHALL BE AS FOLLOWS: FOOTINGS = 3" SLAB ON GRADE = 3" (BOTTOM) P (TOP) COLUMNS AND TIE COLUMNS = 2" (EXTERIOR) I Y" (TYPICAL) SHEAR WALLS = 2" (EXTERIOR) 1 y" (TYPICAL) BEAMS AND TIE BEAMS = 1 Y" S. CONTACTOR SHALL INSTALL, IN ACCORDANCE WITH CRSI REQUIREMENTS, TIES, SPACERS, CHAIRS, BOLSTERS, ETC NECESSARY TO HOLD REINFORCEMENT SECURELY DURING CONCRETE PLACEMENT. USE PLASTIC TIPS ON ALL EXPOSED SURFACES. 9. CONTRACTOR SHALL COORDINATE LOCATION OF ALL OPENINGS, SLEEVES, RECESSES, EMBEDS, ACCESSORIES, ETC PRIOR TO CONCRETE PLACEMENT. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS WITH RE5,45Z LOCATIONS. NO OPENING OR SLEEVE SHALL BE ALLOWED IN BEAMS OR COLUMNS UNLESS APPROVED BY THE ENGINEER OF RECORD. 10, ALL PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT. II. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN, CONSTRUCTION, SHORING, RESHORING, AND BACKSHORING OF CONCRETE FORMS. DESIGN SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. 12. CONCRETE FORMS SHALL BE COATED WITH COMMERCIAL COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT THE CONCRETE SURFACES. FORMS SHALL BE WET BEFOR E CONCRETE PLACEMENT. CONCRETE FORMS SHALL REMAIN IN PLACE UNTIL TESTING SAMPLES INDICATE THAT CONCRETE HAS ATTAINED A MINIMUM OF 61io OF THE SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS. 13. REPAIR AND PATCH DEFECTIVE AREAS AND HONEYCOMBS IMMEDIATELY AFTER REMOVAL OF FORMS WITH A HIGH STRENGTH CEMENT MORTAR. NOTIFY THE ENGINEER OF RECORD FOR EVALUATION OF EXPOSED REINFORCING IN DEFECTIVE AREAS. 14. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ONE OF THE FOLLOWING OPTIONS: a. APPLY A LIQUID MEMBRANE FORMING A CHEMICAL CURING COMPOUND CONFORMING TO ASTM C309. b. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 16. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 11. CONCRETE FINISHES (COLOR, CHAMFERING, ETC) SHALL BE PER ARCHITECTURAL DRAWINGS. 18. THE FOLLOWING TESTS SHALL BE PERFORMED ON SITE BY A QUALIFIED TESTING LABORATORY AND COPY OF RESULTS SENT TO OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR: a. COMPRESSIVE STRENGTH TESTS IN ACCORDANCE WITH ASTM C39. FOUR LAB -CURED AND FOUR FIELD -CURED CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED PER DAY. ONE CYLINDER SHALL BE TESTED AT 1 DAYS AND TWO CYLINDERS AT 28 DAYS. THE FINAL CYLINDER SHALL BE RESERVED AND TESTED, IF NECESSARY, WITH PRIOR APPROVAL FROM THE ENGINEER OF RECORD. b. SLUMP TESTS IN ACCORDANCE WITH ASTM C143. 19. CAST IN PLACE CONCRETE SUBMITTALS: a. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. b. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS, CONCRETE MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530 AND TMS 402). b. SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1 AND TMS 602). 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90 AND SHALL BE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS WITH THE FOLLOWING MINIMUM PROPERTIES: a. NORMAL WEIGHT, TYPE II. b. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS = 1,'B00 PSI c. NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) = 1,500 PS 1 3. MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C210, 4. GROUT USED IN ALL FILLED CELLS AND MASONRY BEAMS SHALL BE COARSE GROUT AND SHALL COMPLY WITH ASTM C416 WIT4 THE FOLLOWING MINIMUM PROPERTIES: a. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 300 PSI. b. MAXIMUM AGGREGATE SIZE SHALL BE 3/s" c. REQUIRED SLUMP RANGE = 8" TO II". 5. PROVIDE 4" x 4" CLEANOUT HOLES IN THE BOTTOM COURSE OFv MASONRY FOR EACH GROUT POUR WHEN THE GROUT POUR HEIGHT EXCEEDS 5 FT. REMOVE DEBRIS FROM CLEANOUT HOLES PRIOR TO CAPPING. TOP OF GROUT POUR SHALL BE TERMINATED Y" BELOW TOP OF MASONRY UNITS TO DEVELOP SHEAR KEY FOR CONTINUED GROUTING. 6. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT BY USE OF A LOW SPEED MECHANICAL VIBRATON. RECONSOLIDATE BY A LOW SPEED MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. 1. MASONRY UNITS CONSTRUCTION SHALL BE PLACED IN RUNNING BOND WITH 3/5" FACE SHELL BEDDING MORTAR JOINTS VERTICALLY AND HORIZONTALLY. 8. REINFORCING, STEEL BARS USED SHALL BE DEFORMED BARS GRADE 60 KSI AND SHALL CONFORM TO ASTM A615. 9. HORIZONTAL REINFORCEMENT SHALL BE LADDER TYPE MASONRY WALL JOINT REINFORCEMENT TYPE DUR-O-WAL (OR EQUIVALENT) AND SHALL COMPLY WITH ASTM A62. HORIZONTAL REINFORCEMENT SHALL BE 9 GAUGE WIRE MINIMUM PLACED AT 16" o.c. MINIMUM LAP LENGTH AT SPLICE SHALL BE 6 ". 10. VERTICAL REINFORCEMENT BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM WITH Yd" MINIMUM CLEARANCE TO THE MASONRY WALLS AND ONE BAR DIAMETER BETWEEN BARS. VERTICAL REINFORCEMENT SHALL EXTEND FROM FOUNDATION TO CONCRETE BEAM OR TIE -BEAM. 11, PROVIDE MASONRY CONTROL JOINTS AT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS WITH MAXIMUM SPACING OF 34'-0" 12. MASONRY CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH ALL APPLICABLE CODE PROVISIONS. 13. CONCRETE MASONRY UNITS SUBMITTALS: a. TYPE OF CONCRETE MASONRY UNITS AND COMPRESSION STRENGTH TEST RESULTS. b. MASONRY GROUT MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO GROUT PLACEMENT. SUBMITTALS SHALL BEAR MIX NUMBER, EXACT LOCATION WHERE MIX WILL BE PLACED IN THE STRUCTURE, AND BACKUP DATA FROM RECENT FIELD AND LAB CYLINDER TESTS. c. DETAILED SHOP DRAWINGS OF REINFORCING BARS INCLUDING NUMBER, SIZE, LOCATION, BAR LISTS AND BEND DIAGRAMS. PRE-ENGINEERED WOOD TRUSSES 1. PRE-ENGINEERED WOOD TRUSSES SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. b. DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSS PUBLISHED BY THE TRUSS PLATE INSTITUTE (ANSI/TPI).. c. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (HIB). d. AMERICAN FOREST AND PAPER ASSOCIATION (AFPA). s. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION )AITC). F. ALL REQUIREMENTS OF THE TRUSS PLATE INSTITUTE (TPI). 2. DESIGN, FABRICATION, FIELD STORAGE, HANDLING, AND INSTALLATION OF PRE-ENGINEERED TRUSSES SHALL BE THE JOINT RESPONSIBILITY OF THE TRUSS MANUFACTURER AND THE DELEGATE REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA HIRED BY THE TRUSS MANUFACTURER TO GENERATE SIGNED AND SEALED DOCUMENTS FOR THE DESIGN, DETAILING, AND PREPARATION OF TRUSS LAYOUTS. 3. STRUCTURAL WOOD OF THE TRUSS MEMBERS SHALL BE SOUTHERN PINE, GRADE No, 2 OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES: Flo = 1,350 PSI Fv = 115 PSI Fr_ = 1,600 PSI E = 1,400,000 PSI MAX. MOISTURE CONTENT = IS% 4. MAXIMUM DEFLECTION PERMITTED, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: LIVE LOAD = L/360 TOTAL LOAD = L/240 5. TRUSS ERECTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY BRACING OF THE TRUSSES. 6. THE DELEGATE ENGINEER SHALL PROVIDE ALL CONNECTIONS, HANGERS, HEADER BEAMS, SIZE AND LOCATION OF ALL REQUIRED TOP AND BOTTOM CHORD BRACING IN ORDER TO COMPLETE THE ROOF AND FLOOR FRAMING. 1. CONTRACTOR SHALL PROVIDE APPROVED HURRICANE CLIPS AND STRAPS TO RESIST UPLIFT FORCES SHOWN ON THE TRUSS SHOP DRAWINGS. 8. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS INCLUDING PROPER SIZE, NUMBER, LOCATION AND INSTALLATION OF THE REQUIRED HARDWARE. 9, ALL CONNECTORS, TIE -DOWNS, STRAPS, ETC. SHALL BE HOT DIPPED GALVANIZED. COLD -FORMED STEEL STRUCTURAL FRAMING 1. GOLD -FORMED STEEL STRUCTURAL FRAMING SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS (AISI). b. AMERICAN WELDING SOCIETY (AWS). 2. MINIMUM DESIGN YIELD STRENGTH OF 20 AND IS GAUGE SHALL BE % = 33 KSI AND SHALL COMPLY WITH ASTM A446, GRADE A. MINIMUM DESIGN YIELD STRENGTH OF 16, 14 AND 12 GAUGE SHALL BE Fy = 50 KSI AND SHALL COMPLY WITH ASTM A446, GRADE D. 3. MEMBERS GALVANIZED FINISH SHALL COMPLY WITH ASTM A525, G(o 0. 4. STANDARD STEEL TRACKS, CLIPS, BRACINGS, BLOCKINGS, LINTELS, WEB STIFFNERS, SCREWS AND ACCESSORIES SHALL BE PROVIDED AS NEEDED PER THE MANUFACTURER'S RECOMMENDATIONS TO COMPLETE THE FRAMING, 5. BRIDGING SHALL BE PROVIDED AND INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS. MEMBERS SPLICING SHALL NOT BE PERMITTED. 6. GOLD -FORMED STEEL STRUCTURAL FRAMING MEMBERS ARE SPECIFIED AS MANUFACTURED BY DIETRICH METAL FRAMING (OR EQUIVALENT). MEMBERS SHALL COMPLY WITH MINIMUM FOLLOWING PROPERTIES: 4" 16 GA. CSJ STUDS A = 0.443 Ix = 1.099 Sx = 0.549 6" 16 GA. CSJ STUDS A = 0.551 Ix = 2.863 Sx = 0.954 4" 14 GA. TSC TRACK A = 0.569 Ix = 1.616 Sx = 0.161 6" 14 GA. TSC TRACK A = 0.112 Ix = 3.989 Sx = 1.216 1. ALL WELD SHALL BE CLEANED, PAINTED AND PERFORMED BY CERTIFIED WELDERS. 8. GOLD -FORMED STEEL STRUCTURAL FRAMING SUBMITTALS: a. DETAILED SHOP DRAWINGS INCLUDING LAYOUT, FRAME MEMBER SIZE AND SPACING, MATERIAL SPECIFICATIONS AND CONNECTIONS. POST- INSTALLED ANCHORS I. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE REQUIREMENTS OF TPE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): a. QUALIFICATION OF POST -INSTALLED MECHANICAL ANCHORS IN CONCRETE E COMMENTARY (ACI 355.2). b. INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES). 2. THE SPECIFIED PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE FOR INDICATING TRAINING HAS TAKEN PLACE. SPECIAL INSPECTIONS ARE REQUIRED PER THE IBC AND ICC-ES REPORTS. 3. FOR ANCHORING INTO CONCRETE a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.2 AND ICC-ES AC193, PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2113). 11. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3031). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.4 AND ICC-ES AC308. PRE -APPROVED ANCHORS INCLUDE: 1. 5IMP50N STRONG -TIE "SET-XP" (ICC-ES ESR-2508). 4, FOR ANCHORING INTO SOLID -GROUTED CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES ACO1 OR ICC-ES ACIO6. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-105(0). II. SIMPSON STRONG -TIE "WEDGE -ALL" (ICC-ES ESR-13cJ6). b. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "SET" (ICC-ES ESR-1112). 5, FOR ANCHORING INTO HOLLOW CONCRETE MASONRY a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AGIO6. PRE -APPROVED ANCHORS INCLUDE: I. SIMPSON STRONG -TIE "TITEN-HD". b. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED ANCHORS WITH SCREEN TUBES INCLUDE: I. SIMPSON STRONG -TIE "SET" (ICG-ES ESR-1112). COMPONENTS 4 CLADDING WIND PRESSURES ZONE TRIBUTARY AREA (SQ. FT) POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ZONE 1 ( ROOF) 10 12.54 -19.92 20 11.43 -19.31 50 10.00 -18.63 100 10.00 -15.05 ZONE 2 (ROOF) 10 12.54 -34.68 20 11.43 -31.90 50 10.00 -28.23 100 10.00 - 2 5.46 ZONE 3 ( ROOF) 10 12.54 -51.28 20 11.43 -41.95 50 10.00 - 43.54 100 10.00 - 40.21 ZONE 2 (OVERHANG) 10 - - 50.55 20 - -50.50 50 - -50.50 100 - - 50.58 ZONE 3 (OVERHANG) 10 - -18.25 20 - -11.59 50 - -62.18 100 - - 56.12 ZONE 4 (WALLS) 10 21.11 -23.61 20 20.19 -22.63 50 19.49 -21.33 100 18.51 -20.35 500 16.23 -18.08 ZONE 5 (WALLS) 10 21.11 -29.15 20 20.19 -21.15 50 19.49 -24.59 100 15.51 -22.63 500 16.23 -18.08 a a END ZONE WIDTH (a)■ 8 FT. � ZONE 2 OZONE 1 � C ZONE 1 Q 'Vp /� ZONE 1 z/,`p�'� ZONE 2 E 3) O.N. END ZONE WIDTH (a )■ 8 FT. NOTE: THE ABOVE SCHEMATICS ARE ONLY REPRESENTATIVE OF THE STRUCTURE. SEE PLANS FOR LAYOUT AND DIMENSIONS. REVISIONS BY r E 0 U n U U 00 v o M U � n E v E� E w u O N ¢ E .c > N 3 �x3 �--E ,r, 0 r N LO M 70 ti a 1 di I I 3 SEAL / MOUCHIR S. CHENOUDA PE # 69180 qg N V1 00 m UJI M O 00 I 4 00 li m Cd N J w � _ UIN 1 J 00 V x �Q t �, E �llY o U > _ J m v Lu I Y 00 u I 0 00 z M m W Q m J U 1 000 3 VLu L. U 0 v- Z � J U � O J m �. Q .E a� U N N C W > a D m � Q N -0 � 0 c � � v 3 p Z Li Date: 03. 25. 13 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 13-08 Sheet si T ,_ W11 31'-4" 1 (M.O. (M.O. 17, F-2 �---- — -----El---- — 30'-6 " I. 23'-5" 6'-4 1 1 01_ "F11 (M.O.) — — — — I, --- — — — — — — — — — — — — — — — — — — — — — — — — — 33'-3" I. 31'-4" 10 —------- —�—------------------------- F-2 u I r------------------------------------------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - F-I------------------ � I I 2 3 I I 0 S3a S3a eo I I I I b I I;I I;I `tI I /I s3a LL 01 FUTURE SLAB I ' 0 I ON GRADE I ' I I � I co iI I� � I,I � I I � 31� 310 31� 310 i - +�+ ��� —I— ao5a�5 —I— ay5 —1— / _ _ I I _ _ I I_ _ _ I I _ _ _ I --_J L-- L--_J - I F-4 F-4 F-4 F-4 2 2 I' S3a 83a I I 0 I e I I r LL L I.I II 0o I _I I .I I I e �I 3 90 S3a S3a I ; I NI' L-------------- F-I F-1— — — — — — — — — — — — — — — — — — — — — — — — — — - ' INO -- --— — — — — — — — — — — — — — — — ----------- --------------- // / / LL — [ — F-2 F-2 `71// F-2 F-2 F-2 6'-0" 8'-8" V-4" �'-0" 8' �'-0"" (o'-0" 4'-0" (o'-0" 4'-0" &'-0' S'-4" �� 0 4'-0" --I 4'-0" (0'-0" 9'-4" 61_0" 4 _0 6 _0 4 _0i _0 _0 I — J IL F-3 F-3 4 S3a 0 0 e 0 N f N F-3 F-3 4 S3a 151 -0" -4" 20'-0" '-4" 01 FOUNDATION PLAN 1SCALE: Ys" = 1'-0" O E FOUNDATION PLAN NOTES I. COORDINATE ALL DIMENSIONS w/ ARCN. DWGS. ALL MASONRY DIMENSIONS SHOWN ARE NOMINAL. 2. CENTER ALL FOOTINGS BELOW COLUMNS, WALLS AND PANELS UNO. 3. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE BUILDING BEFORE FABRICATION AND CONSTRUCTION. 4. TOP OF FOOTING ELEVATION = -1'-4" U.N.O. 5. TOP OF INTERIOR COLUMN OF FOOTING ELEVATION = 4-0" U.N.O. 6. STEP FOOTINGS WITH GRADE AS REQUIRED TO MAINTAIN 1'-0" MIN. SOIL COVERAGE OVER ALL EXTERIOR FOOTINGS. REFER TO CIVIL DWGS. FOR FINISH GRADE. CONTRACTOR TO FIELD VERIFY FOOTINGS ELEVATIONS. REFER TO 6/53a FOR STEPPED FOOTING DETAIL. �. REFER TO CMU WALL LEGEND SCHEDULE FOR WALL THICKNESS AND REINFORCEMENT. 8. PROVIDE FOUNDATION CORNER BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS AND CMU CONTROL JOINTS. REFER TO DETAILS -1/63a AND 8/53a FOR MORE INFORMATION. g. REFER TO ARCH, DWGS. FOR SIZE AND LOCATION OF MASONRY WALL OPENINGS (M.O.). 10. REFER TO ARCH, DWGS. FOR LOCATIONS OF CMU CONTROL JOINTS. CMU CONTROL JOINTS SHALL BE LOCATED AT 34'-0" c.c. (MAX.) AND 4'-0" o.c. (MIN.) FROM OPENING EDGE. REFER TO DETAILS 8/53a AND 9/53a FOR MORE INFORMATION. 11, COORDINATE FLOOR FINISHES, WATERPROOFING REQUIREMENTS, ETC w/ ARCH. DWGS. 12. REFER TO ARCH. / PLUMBING DWGS. FOR FIXTURES AND DRAINS LOCATIONS AND INFORMATION. 13. REFER TO ARCH. / CIVIL DWGS. FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 14. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. FOOTING SCHEDULE MAW SIZE DEPTH REINFORCEMENT REMARKS F-1 2'-0" x CONT. 1'-0" (3) 05 CONT. BOTTOM BAR WALL FOOTING REFER TO x/64a F-2 2'-8" x CONT. I'-0" (4) S CONT. BOTTOM BAR WALL FOOTING REFER TO x/54a F-3 4'-8" x 4'-5" 1'-0" (90 S BOTTOM BAR EA. WAY CMU PIER FTG. F-4 (0'-0" x (0'-0" I'-0" (1) 05 TOP E BOT. BAR EA. WAY STL, COL. FTG. CMU WALL LEGEND SCHEDULE LEGEND VERTICAL REINFORCEMENT REMARKS 8" CMU WALL w/ (1) "5 VERTICAL 6 32" o.c, MAX. SEE PLAN, NOTES AND DETAILS FOR LOCATION V' CMU WALL w/ (1) 115 VERTICAL 6 45" oz. MAX. CMU WALL BELOW E ABOVE OPENING 8" CMU WALL w/ (1) 05 VERTICAL fD 48" oz. MAX. CMU WALL BELOW METAL STUD WALL NOTES: I. CMU WALL CONSTRUCTION SHALL BE RUNNING -BOND CONSTRUCTION AND VERTICALLY REINFORCED ACCORDING TO THE SCHEDULE. 2. REINFORCEMENT BARS SHALL BE PLACED IN GROUT -FILLED CELLS. SPACING OF VERTICAL REINFORCEMENT BARS SHALL NOT EXCEED 4'-0" o.c. 3. HORIZONTAL CMU WALL REINFORCEMENT SHALL BE 9 GA. SPACED AT 16" o.c. 4. CMU WALL REINFORCEMENT SHALL BE DOWELED INTO FOOTINGS AND TIE BEAMS / LINTELS. 5. ALL CMU WALL BELOW GRADE SHALL BE FULLY GROUTED. REVISIONS BY E 0 � � U • � CO c b. w U C N a. c O r N ♦ o ro cD o u cfl .L i ¢Q�(Do o _ 3 ®, �7� --� i ti o in N r- 70 ti _ N \ 1 1 � a 1 1 �1 s SEAL 'Y MOUCHIR S. CHENOUDA PE # 69180 0) N Lm W '4' 00 M Ln O 00 M CO � N u- r (Y1 U J 00 Q w (A 0 � o I W _J Ln cov > (A M LLJ Y 00 V Q� E Q 00 Q> W Z re)Q— u 00 00 3 V a 3 L U O C ___I U � m O J L� Q •E Ito �+- O L. >, > -C _ o m aai Q N TO: as � � v 3 p iw z Li Date: 03. 25. 13 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 13-08 Sheet S2a I CANOPY LINE ABOVE (SEE ARCH. DWGSJ RM-4 (TYP.) I 1. - �� 1 L ,/ -� P i it II w it II RM-2 (TYP.) _I I C5-2 (TYP. AROUND DROP-OFF) BOT. / BM. = 16'-0" PRE-ENGINEERED WOOD ROOF TRUSSES SPACED 6 2'-0" o.c. (D ROOF FRAMING PLAN SCALE: Yell = 1'-011 o NGINEERED ROOF TRUSSES D -8 2'-0" o.c. ROOF FRAMING PLAN NOTES I. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS AND FOUNDATION PLAN. 2. COORDINATE ROOF SLOPES, TRUSS PROFILES, FINISHES, DRAINAGE AND WATERPROOFING w/ ARCH. DWGS. 3. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE BUILDING BEFORE FABRICATION AND CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. 5. (CB-X) AND (TB-X) DENOTE CONCRETE BEAM AND TIE -BEAM TYPE RESPECTIVELY. REFER TO CONCRETE BEAM / TIE -BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. REFER TO DETAIL -7/63b FOR MORE INFORMATION. (o. (L-X) DENOTES LINTEL TYPE. REFER TO DETAIL 6/63b FOR LINTEL SCHEDULE SHOWING SIZE AND REINFORCEMENT. -1. TOP OF CMU WALL ELEVATION = 10'-0". 8. PROVIDE BEAM CORNER BARS AT ALL CORNERS AND INTERSECTIONS. REFER TO DETAIL 1/53a FOR MORE INFORMATION, 9. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. 10. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED FOR THE DEAD, LIVE AND WIND LOADS SPECIFIED AND ALL COMBINATIONS OF THESE LOADS. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO TRUSS FABRICATION. 11. COORDINATE w/ ARCHITECTURAL AND MECHANICAL ROOF FRAMING PLANS FOR ADDITIONAL DEAD LOADS ON TOP OR BOTTOM CHORDS OF TRUSSES DUE TO MECHANICAL EQUIPMENTS, WHERE APPLICABLE. 12. POINT LOADINGS WHICH ARE GENERATED BY SPECIAL TRUSS CONFIGURATIONS HAVING TRIBUTARY WIDTHS GREATER THAN 2'-0" (HIP TRUSSES, VALLEY TRUSSES, TRANSFER TRUSSES, ETC.) SHALL BE ACCOUNTED FOR IN TRUSS DESIGN. MAGNITUDE OF SUCH POINT LOADS SHALL BE CLEARLY NOTED ON SHOP DRAWINGS. TRUSSES SHALL ACCEPT POINT LOADS FROM ADJACENT TRUSSES AT TRUSS PANEL POINTS ONLY. 13. PERMANENT TRUSS BRACING AND BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH "TRUSS PLATE INSTITUTE" IN ORDER TO PROVIDE ADEQUATE LATERAL WIND STABILITY FOR THE TRUSS SYSTEM. THE TRUSS ENGINEER SHALL INCLUDE THESE CALCULATIONS AS PART OF THE SHOP DRAWINGS SUBMITTAL. 14. THE TRUSS ENGINEER SHALL DESIGN THE ROOF TRUSSES FOR MAIN WIND FORCE RESISTING SYSTEM AS WELL AS FOR COMPONENTS AND CLADDING, 15. THE CONTRACTOR SHALL VERIFY THAT THE TIE -DOWNS LISTED IN THE SCHEDULE MEET THE UPLIFT REACTIONS SHOWN ON THE TRUSS SHOP D RAW INGS. Igo. ROOF SHEATHING SHALL BE 5/8" APA RATED CDX PLYWOOD. FASTEN ROOF SHEATHING TO ROOF TRUSSES w/ 10d NAILS AS SHOWN IN SHEET Sib. I-1. CONNECTOR DESIGNATIONS ARE AS MANUFACTURED BY "SIMPSON STRONG -TIE". EQUIVALENT PRODUCTS WILL BE ACCEPTED w/ PRIOR APPROVAL OF THE ENGINEER OF RECORD PROVIDED THEY ARE OF EQUAL OR GREATER CAPACITY. CONCRETE BEAM / TIE -SEAM SCHEDULE REINFORCEMENT MARK WIDTH DEPTH I STIRRUPS TYPE REMARKS TOP MID BOTTOM TB -I 8" 1611 (2) "5 - (2) "5 - A (2) K.O. BLOCK GROUT FULLY C5-1 all 2411 (2) S (2) *5 (2) 06 03 a 5" o.c. B CONCRETE BEAM CB-2 all 2411 (4) "6 (2) "5 (4) 06 1*3 6" c.c. B CONCRETE BEAM C5-3 8" 2411 (2) "5 (2) *5 (2) *55 "3 0" o.c. B CONCRETE CAP - - 11 TYPE "All TYPE 11511 TRUSS TIE -DOWN CONNECTOR SCHEDULE (511"IP60N STRONG -TIE) MARK TYPE REMARKS UPLIFT CAPACITY RM-I (2) H2.5A TYPICAL ROOF TRUSS CONNECTOR TO STEEL BEAM (SEE 2/S3b) 1200 LBS RM-2 HEtA40 TYPICAL ROOF TRUSS CONNECTOR TO CONCRETE BEAM (SEE 5/S3b) 1810 LBS RM-31 MGT TYPICAL ROOF GIRDER TRUSS CONNECTOR TO CONCRETE BEAM (SEE 0/53b 3965 LBS RM-4 (2) HETA40 TYPICAL ROOF GIRDER TRUSS CONNECTOR TO CONCRETE BEAM 2035 LBS ROOF FRAMING PLAN SHOWN IS CONCEPTUAL. FINAL LAYOUT AND DESIGN SHALL BE PROVIDED BY THE ROOF TRUSS SYSTEM ENGINEER INCLUDING ALL BRACING, BRIDGING, HANGERS, CONNECTIONS, TIE -DOWNS, ETC. A COMPLETE ROOF TRUSS SYSTEM DWGS. AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA AND SUBMITTED FOR REVIEW. REVISIONS BY E 0 U L ♦ �0' v o m @1 J E .ro o N ro U L E w U � C Cl. � U —� o C N , ♦ o ro co '� d a d � 3 7 N 3 3 r-3 o Z x -- Eon Lo N CJ r� ti ti ti \ � � C o 1 1 a s w a SEAL MOUCHIR S. CHENOUDA PE # 69180 I Lei fV Ln oo m M C6oro C6 N U- Q N rn U V Z)00 �X w `^ o W m v Y 0 v � L O 00 Q > 0• zm s W Q v J V 00 C,0 V O W 2)3 U O � J � U c — m o J E U N `~ O L M > -C _ O En- 0 Ld O J z LL_ Date: 03. 25. 13 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 13-08 Sheet S2b BASE fF_k4°x12"x12" w/ (4) 3/4" 0 ANCHOR RODS F1554-GR. 36 ON 2" NON -SHRINK GROUT w/ LEVELING NUTS HSS COLUMN (SEE PLAN) COVER fL' w/ CONCRETE SEE PLAN TOP OF FTG., v 4 a G G C • d n Il II � a d G 3" CLR. SEE FTG. PLAN FOR U SIZE AND REINF. WELL COMPACTED SOIL fL' Y8" x 3" x 3" (TYPJ olDETAIL SCALE: 3/4" = 1'-0" SEE PLAN TOP OF FTG. e n WELL --� COMPACTED FILL MATCH CONT. RE INFORCEMENT FTG. RE INFORCEMENT (SEE FTG. SCHEDULE) STEP FOOTING TO MAINTAIN 1'-0" MIN. COVERAGE. REFER TO CIVIL DRAWINGS FOR FINISH GRADE. 0 X Q SEE PLAN E TOP OF FTG, G GI C d. U p- 8" CMU WALL (SEE PLAN FOR RE INFORCENIENT) GROUT ALL CELLS SOLID BELOW GRADE (DIDETAIL SCALE: 3/4" = 1'-0" EXTERIOR CONCRETE WALK (SEE ARCH. E CIVIL DWGS. FOR STEP, SLOPE E REINF.) SEE PLAN � TOP OFOF� FTG, SEE FTG. SCHEDULE FOR SIZE AND REINF, LAP SPLICE (SEE SCHEDULE) Xz n G' 1 e�e� C ° ] b n <, G 4 Q C 4 <] - 'b [] b 4 C _0 b � d COfRN EE fR MATCH SIZE, QUANTITY AND PLACEMENT OF BARS AT CORNERS AND INTERSECTIONS WITH DISCONTINUED AND INTERMEDIATE BARS IN BEAMS, WALLS AND FOOTINGS. w w -► J _0 w N N 4 w J w N n., a -. ° G ,48 BAR 0 OR 2'-6" lo MIN, U.N.O. Y" EXPANSION JOINT MATERIAL (1) 05 CONT. — GROUT ALL CELLS SOLID BELOW GRADE 0�DETAIL SCALE: 3/4" = I'-0" — STOREFRONT (SEE ARCH, DWGS.) N 0 EXTERIOR CONCRETE WALK (SEE ARCH, d CIVIL DWGS. FOR STEP, SLOPE 4 REINF.) SEE PLAN TOP OF FTG. SEE FTG. SCHEDULE FOR SIZE AND REINF. MINIMUM L4P SPLICE BAR SIZE PC SPLICE LENGTH "6 AND SMALLER 3000 PSI 57 BAR DIA. "6 AND SMALLER 4000 PSI 50 BAR DIA. 07 AND LARGER 3000 PSI 12 BAR DIA. r AND LARGER 4000 PSI 62 BAR DIA. NOTES- 1. MINIMUM LAP SPLICE SHALL BE 16". 2. FACTOR BY 13 LENGTH IN SCHEDULE IF HORIZ. REINF. IS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. 3. FACTOR BY 1.5 LENGTH IN SCHEDULE IF USING EPDXY - COATED BARS. 4. FACTOR BY 13 LENGTH IN SCHEDULE IF USING LIGHTWEIGHT CONCRETE. 5. FACTOR BY 1.7 LENGTH IN SCHEDULE IF USING MORE THAN ONE MODIFICATION FACTOR. 6. USE THIS SCHEDULE U.N.O. FOR ANY OTHER CASE, PLEASE REFER TO THE ENGINEER OF RECORD. S" CMU WALL (SEE PLAN FOR VERT. AND HORIZ, REINF.) s, GROUT ALL CELLS SOLID BELOW GRADE a .x—x�x—xIX� G "X_� R CONS. E CIVIL R STEP, _=RE INF.) d x — x7;���<�� rik SEE PLAN ° 4� TOP OF FTG. d [] C ° ° d, v f� • - • • • • SEE FTG, SCHEDULE FOR SIZE AND REINF. ODETAIL SCALE: 3/4" = I'-0" (1) "6 VERT. HORIZ. LADDER JOINT IN FULLY REINF. 6 16" c.c. GROUTED CELL EDGE OF OPENING ADD'L REINF, AT OPENING HORIZ. LADDER JOINT (1) "6 VERT. REINF. 9 16" oz. IN FULLY GROUTED NOT CONT. AT JOINT CELL EACH SIDE M.C.J. CSEE ARCH. DWGS.) ADD'L REINF, AT MASONRY CONTROL JOINT (3) 0(o VERT. HORIZ. LADDER JOINT IN FULLY GROUTED REINF. CELL AT CORNER _�w;_�_ • �i►�► 8" CMU WALL — (SEE PLAN FOR REINFORCEMENT) U N GROUT ALL — CELLS SOLID BELOW GRADE OIDETAIL SCALE: 3/4" 1'-0" ", 18 GA. CSJ STUDS AT 16" cz_ (TT-P.) PROVIDE BLOCKING 4'-0" o.c. MAX. b - 14 GA. CLIP ANGLE AT EACH STUD w/ ( 2 ) Y4" x 13/4" M IN. EMBED. TAPCONS EXTERIOR CONCRETE WALK (SEE ARCH. 4 CIVIL DWGS. FOR + + STEP, SLOPE E REINF.) C_ a. -- SEE PLAN ot d TOP OF FTG. G . o G d • • • • d C 3" CLR. SEE FTG. SCHEDULE FOR SIZE AND REINF. RAKE JOINT WITH SEALANT AND BACKER ROD Z �. Q i O_ w I, w JOINT CONTINUOUS FROM TOP / FTG. TO BOY. / ROOF TIE BEAM. DISCONTINUE JOINT AT ALL INTERMEDIATE CONC. / TIE BEAMS. ODETAIL DETAIL O DETAIL O DETAIL SCALE: 3/4" = 1'-0" O SCALE: N.T.S. SCALE: 3/4" = P-0" SCALE: 2" = P-0" 0 1 PRE -MOLDED NEOPRENE I RUBBER GASKET M.C.J. E ARCH. D REVISIONS BY E 0 U n � � U ro �00_' y �u �, n o E E E w u Cr O N ` ♦ O cJ ro O U cJ .L • Q E 2: Q >. N E o in N ti ti N r o a 1 � 1 R ifW O SEAL MOUCHIR S. CHENOUDA PE # 69180 0) N L1 LnOoO ice M�4-ca MOON w Q N M u 9 Jx Q w w I on c A o � J N I m 4J � 3 w oo v f OL ,6 Q 00 zM �f' m Qi Y u Q 0000 �>> i L U O `~ Z � J � U C O J m Q l� •E U N co LI..� � > s o m (�i Q N 0 N C O 3 C) W J z LL_ Date: 03. 25. 13 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 13-08 Sheet S3a PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED WOOD ROOF WOOD ROOF TRUSSES GIRDER ROOF GIRDER ROOF TRUSS. PRE-ENGINEERED TRUSS BEHIND SPACED 2'-0" oz. TRUSS BEHIND Y4" STEEL BENT fE w/ WOOD ROOF TRUSSES (5) s/a" 4, THRU BOLTS � SPACED 6 2'-0" o.c. PRE-ENGINEERED 2" 2" WOOD TRUSSES NOT I -m DOUBLE SHEAR SIMPSON NETA40 SHOWN FOR CLARITY BOLTED CONNECTION SEE PLAN (2) Y4' ST L NT s, _ SEE PLAN TRUSS BRG, � � I / � � (l) A EAR SfDE rG/ (5) \ 0 0 0 0 T.O. BEAM / s/a" m THR BOLTS TRUSS BRG. (SEE DET IL /S3b) - T.O. BEAM O o 0 0 O Q o O — — — I O 0Y0 O (2) IM ON\ / \ O — 01 O O H .kA / / O o 0 0 I 3�6 O I O 52 211 Q 5/ i 2 7-7 a �— — — — Q — — — <t CONC. BEAM + + + + + + + + _ i (SEE PLAN) roll, lro GA, TSC TRACK STIFFNER fE ON + + i + + + + O STEEL BEAM I EACH SIDE OF r —� � — — — /,' — _ — � � — — — /, , - TAPGONS � 8/4o cIN TYP.)ED STEEL BEAM WEB (SEE PLAN) I I / / SBO POFN • STIFF, fe Y4" SLOTTED CAP fE 3/4" w/ i / i / CONC. BEAM THRU HSS COLUMN I (4) 3/4" 0 A325 BOLTS d ro", IS GA. CSJ STUDS STUD BRACE AT AT Iro" c.c. (TYP.) HSS COLUMN SEE PLAN SEE PLAN (SEE PLAN) NkTRU55 BRG. + EVERY THIRD TRUSS RUSS BRG. + + 4" T,O. BEAM + + LOCATION BEHIND T.O. BEAM + + + + a (o" GEE STUD BRACE (4) P.T. 3x12 w/ s/8" 0 ro" CEE STUD BRACE STUD BRACE AT ° 6", Igo GA. TSC TRACK SPACED AT EVERY BOLTS a 4'-0" o.c. AT EVERY GIRDER GIRDER TRUSS SEE DETAIL 3/53b FOR 8" CMU WALL THIRD TRUSS LOCATION STAGGERED. TRUSS LOCATION BEHIND w/ N4" x 13/4" MIN. EMBED. CONNECTION OF GIRDER AND HORIZ. REINF.) `a TAPGONS � 8" o.c. (TYP.) 12 GA. CLIP ANGLE STEEL BEAM 12 GA. CLIP ANGLE STEEL BEAM TRUSS TO STEEL BEAM (SEE PLAN FOR VERT, WELDED TO STEEL BEAM (SEE PLAN) WELDED TO STEEL BEAM (SEE PLAN) ° (DI DETAIL (�) DETAIL O DETAIL O DETAIL O DETAIL : 3/4 SCALE" = P-0" SCALE: 3/4" = P-0" SCALE: 3/4" = 1'-0" Il SCALE: 2" - P-0" SCALE: 3/4" = P-0" L INTEL SCHEDULE MARK WIDTH TOTAL DEPTH • OF K.O. BLOCKS K.O. REINF. TYPE REMARKS L-1 8" 1(0" 1 (1) 05 B PRECAST L-2 8" 24" 2 (1) 05 B PRECAST NOTES: I. LINTEL MIN. BEARING SHALL BE 5" ON EACH END, 2. PRECAST / PRESTRESSED CONCRETE LINTELS SHALL BE NOTCHED AT EACH END TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING FILLED LINTELS AS REQUIRED. 4. PROVIDE (1) KNOCK -OUT BLOCK w/ (1) 05 MIN. SILL BEAM BELOW OPENINGS U.N.O. ON DWGS. 8" PRECAST / PRESTRESSED LINTEL w/ (1) 05 FULLY GROUTED ° o SEE ARCH. W BOT. OF LINTEL IDTH TYPE "A" K.O. BLOCK REINF, (SEE SCHEDULE) FULLY GROUTED K.O. BLOCKS (SEE SCHEDULE) S" PRECAST / PRESTRESSED --\] ' LINTEL w/ (1) *5 FULLY GROUTED 7G v fk5EE ARCH. _ Y�BOT. OF LINTEL IDTH TYPE "B° Z W 0 NOTES: I. DETAILING DIAGRAM SHALL BE USED IN CONJUNCTION w/ THE CONCRETE BEAM SCHEDULE. 2. REFER TO CONCRETE BEAM SCHEDULE FOR SIZES AND REINFORCEMENT. REFER TO PLAN FOR BEAMS LOCATIONS AND SPANS. 3. MINIMUM CONCRETE COVER SHALL BE AS STATED IN THE GENERAL NOTES. 4. LAP SPLICES SHALL BE AS STATED IN THE MINIMUM LAP SPLICE SCHEDULE. ° 5. TOP AND BOTTOM CANTILEVER REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE SUPPORT. LAP SPLIGING SHALL NOT PERMITTED. 3" M X. CANT'L TOP LAP SPLICE TOP LAP SPLICE ADD'L TOP PROVIDE ADD'L COLUMN TIES TOP REINF. STANDARD REINFORCEMENT BARS AT MID SPAN REINFORCEMENT WITHIN BEAM/LINTEL CONFINEMENT eO' ACI NOOK WHERE REQ'D. v v ° a n v c e - ° a_ G �; a - n a v- a 1 ° 41 ° a < a a c v C G TIE"PANG G 1' TI SPACI G ADD'L BOTTOM INTERMEDIATE EXTEND BOT. BARS ro" LAP SPLICE BOT. BARS BOTTOM a (TYP.) REINFORCEMENT REINF. ° MIN. OVER SUPPORT OVER SUPPORTS WHERE REINF. an. b n CANTILEVER (LC) G CLEAR SPAN (LI) REQ'D. CLEAR SPAN (L2)10 G ° ODETAIL 1O DETAIL SCALE: 3/4" = 1'-0" SCALE: N.T.S. CONC. BEAM (SEE PLAN) Ak SEE PLAN 4V BOT.OF CONC, BEAM 8" CMU WALL (SEE PLAN FOR VERT. AND HORIZ. REINF.) ODETAIL SCALE: 3/4" = 1'-0" PRE-ENGINEERED GIRDER ROOF TRUSS SIMPSON MGT ro", 1 io GA. TSC TRACK w/ (3) Y4" 0 x 13/4" MIN. EMBED. TAPCONS -a 6" oz. (TYP.) ro ", IS GA. CSJ STUDS AT Iro" o.c. (TYP.) roll Iro GA. TSC TRACK w/ (3) Y4" m x 13/4" MIN. EMBED. TAPCONS 6 S" o.c. (TYP.) METAL STUDS FRAMING NOTES I. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND SECTIONS w/ ARCH. DWGS, 2, CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS FRAMING TO PROVIDE PROPER ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR EXCEED THE METAL STUD GAUGE, 3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL MEMBERS w/ (3) 0.1-11" 4) (MIN.) POWER DRIVEN FASTENERS. 4. METAL STUDS SHALL BE CONNECTED TO MASONRY w/ 14 GA. CLIP ANGLES w/ (2)Y4" 0 (MIN.) TAPCONS. 5, METAL STUDS TO METAL STUDS CONNECTIONS SHALL BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. ro. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 SCREWS SPACED At ro" o.c. (MIN.). ROOF FASTENING SCHEDULE ZONE NAIL SIZE NAIL SPACING AT PANEL EDGES AT INTERMEDIATE SUPPORTS ZONE I lOd 4" oz. 8" o.c. ZONE 2 IOd 4" o.c. roll o.c. ZONE 3 IOd 4" o.c. roll C.C. REVISIONS BY E 0 U n U QI • co 0 Ymu Qn � a v o � w �� CV rN- cJ • +N-, N CSJ �- ® O N U • o u (.D ro T N 3 X 3 r E o ti _ N N � o a i i y rxi P>- I SEAL i f( , CHIR S. CHENOUDA PE # 69180 c) N Ln UJ d' 00 M LnOoo M-1-00 M00N U 0 M U D 00 1 LL Lu � o I O v LIJ t > J Ln 4 m iJ Yco U Q i J U) to 0,6> 4 r)00. z M rd Lu Q M v ce -� v 00 00 H 0 Z_ � J � U O J m Lam. Q •E m U N vi C `~ W O -p >. > t a m � Q N 0 � C g � O 3 0 N J Z LL_ Date: 03. 25. 13 Scale: AS NOTED Project Mgr: MSC Drawn: Job: 13-08 Sheet S3b ___ - - -- I I i �I.I I� I ;I � T 0 1 f OPLUM5ING PLAN SCALE: 115" = 1'-0" Oz PLUMBING LEGEND COLD WATER HOT WATER SANITARY VENT FUTURE PIPING 101 PLUMBING GENERAL NOTES I. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE CIVIL DRAWINGS AND SITE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF SANITARY AND DOMESTIC WATER THE INVERT ELEVATION OF THE SITE SANITARY MUST BE COORDINATED TO ASSURE ADEQUATE FALL FOR INTERIOR SYSTEM. 2. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH DRAINAGE PATTERN FITTINGS. 3, DOMESTIC WATER PIPING SHALL BE CPVC WITH SOLVENT JOINED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. PLUMBING CONTRACTOR SHALL COORDINATE ALL VENTS THROUGH ROOF WITH ROOFING CONTRACTOR PRIOR TO COMMENCEMENT OF WORK 6, ROOF FLASHINGS SHALL BE FURNISHED FOR ALL VENTS THROUGH ROOF, FLASHINGS SHALL BE 4 LB./SQ. FT. LEAD OR 16 OZ. COPPER, AND SHALL EXTEND UP THE VENT TO THE TOP THEN TURN DOWN INSIDE THE VENT AT LEAST 2". FLASHINGS SHALL BE SUPPLIED BY THE PLUMBING CONTRACTOR AND INSTALLED BY THE ROOFING CONTRACTOR I. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR. POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. S. WATER PIPING BELOW GRADE/SLAB SHALL BE TYPE 'K' COPPER IN VINYL SLEEVE. CPVC MAY BE USED IF ACCEPTED BY LOCAL AUTHORITY. cal z + TURN FLASHING DOWN INTO PIPE (MINIMUM 2") VENT STACK (V.T.R.) i C " MIN. 4 LB. LEAD FLASHING -- ROOFING SYSTEM. ° q REFER TO ARCH, DRAWINGS AND/OR FIELD COORDINATE. O Cc) TO CLAMP, ATTACH TO BUILDING STRUCTURE. BAR JOIST OR OTHER BLDG. STRUCTURAL SYSTEM. REFER TO STRUCTURAL DWGS FOR FURTHER INFO. ALL VENTS THRU ROOF SHALL BE A MIN, OF 101-0" STUB 3" VENT PIPING FROM ALL O.A. INTAKES. DOWN TO 12" BELOW DECK FOR FUTURE CONNECTION. O I VENTN THRU ROOF DETAIL REVISIONS BY 00 cD 7 Y C N ti O r C) U • N LO El ¢ °_n Go N c .— E • N 1 �x o 01 XA LL on O •. J W• W N its d'•Q O F o•Z 4 / •• •• •V• JJ,,,� , • I��,R0 N U N ZZ N� 0 Cq L — �0N° z° W M O p N U Z NpZh,N p D p p C: Q :3 LiU] a p m N p Z Z Q❑�=�� N L ,. 2U m U °off, �N , Z a0 Q L V O `~ Z_ vs J c U c .= O J m E Q m U N y U Q � t a U m m moC � � v O W m J Z LL— Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: ARF Job: 13-08 Sheet p 1 i - I I I I I I l l I I � I i I I I I I I I I ( I I I I I I I � I � I/ I 7HH THIS DETAIL REPRESENTS QUAZITE PG COVER /PT BASE SERIES COMPOSITE PULL BOX NOTES: -. ' .•• PREPARE THE EXCAVATION, EXCAVATE a `' 4 j '" • '' ' . O APPROXIMATELY 6"DEEPER THAN DEPTH OF THE '- •; •" "j • . .+ - ENCLOSURE. ADD b" OF GRAVEL OR CRUSHED ' • `• .t :. , • ` •j ROCK FOR DRAINAGE, • •ti•' • •' ,� 10"Xlm"X6" WP ,'` • •' '•' r: ~ . 2 O PLACE ENCLOSURE IN HOLE. TOP OF PVC BOX ',• ENCLOSURE SHOULD BE AT GRADE • ' • •'~'t LEVEL. • '• •• I., [ u ;; 3 O FILL AND COMPACT SOIL. FILL TO GRADE a LEVEL WITH COVER IN ENCLOSURE °. ° , ®PROVIDE A PVC WP JUNCTION BOX IN HAND HOLE ° FOR CIRCUIT SPLICES, ALL SPLICES SHALL BE ° ° d ° c °. ' a MADE WITH WATERTIGHT CONNECTIONS. ILSCO FED SERIES OR EQUIVALENT. O PROVIDE HAND HOLE WITH COVER LABELED "ELECTRIC" LUMINAIRE' SCHEDULE Symbol Label Qty Catalog Numb`Ar Description Lamp Lumens LLF Watts 64 ro GI6-4XL-400t-6MH- GULLWING CLEAR HORIZONTAL 400PSMH RATED FOR 40000 015 452 -206V 40000 LUMENS GIB-4XL-400PSMH- CLEAR HORIZONTAL 64HS I GULLWING PSMH RATED FOR 40000 0�8 452 0 40000 LUMENS CLEAR HORIZONTAL 264 2 GI0-4XL-400PS1" iH GULLWING 400PSMH RATED FOR 40000 0•15 904 -200V 40000 LUMENS ALL FIXTURE SHALL BE NATURAL ALUMINUM PAINT. O3 IN GROUND PULL50X DETAIL O SITE LIGHTING FIXTURE SCHEDULE SCALE: NTS SCALE: NTS 2,4 �o S 2,4 _...... ...................... L ❑6 — I: i 1 0 ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" FIXTURE IS REQUIRED FIN TYPE '2S4' ONLY POLE DETAIL NOTES: OPROVIDE A 35' DIRECT BURIAL CONCRETE POLE FOR FIXTURE TYPES 64, 64HS AND 254, THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN 150 MILES PER HOUR FOR A CATEGORY 2 STRUCTURE PER THE 2010 FBC. PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER O PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN, OPROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. ® STANDARD HANDHOLE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE_ O5 BACKFILL WITH CONCRETE. 3000 PSI MIN. O PROVIDE CONDUIT ENTRANCE BELOW GRADE, O PROVIDE 10 AMP FNQ SLOW BLOW FUSE. Og SPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE. Og PROVIDE 3/4 DIA_ X 10 -0 COPPER GROUND ROD AT EACH POLE. PROVIDE 010 AWG,CU BARE GROUND WIRE FROM EACH LUMIN (RE AND BONDED TO GROUN D ROD (TYPICAL). PROVIDE THE CONCRETE POLE WITH A 1*4 AWG STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD, (D SITE LIGHT POLE DETAIL SCALE: I" = 20'-C" KEYED NOTES DRAWING NOTES O I. PAD MOUNTED TRANSFORMER SHALL BE FURNISHED AND INSTALLED BY UTILITY COMPANY, SECONDARY SERVICE VOLTAGE -SHALL BE 120/20OV., 3-PHASE, 4-WIRE. 2, PROPOSE LOCATION FOR MAIN 01 (PANEL 'A') AND MAIN *12 (HOUSE PANEL 'HP'). SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION, 3. PROPOSE LOCATION FOR MAIN 03 (PANEL 'MDP'). SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION. 4. PROVIDE ONE (1) 4" SCHEDULE 40 PVC .TELEPHONE CONDUITS WITH NYLON PULL CORDS FOR USE BY TELEPHONE SERVICE PROVIDER BURY THE CONDUITS AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUITS. STUB -OUT THE TELEPHONE CONDUITS AT THE PROPERTY LINE AS DIRECTED BY TELEPHONE SERVICE PROVIDER. 5, PROVIDE ONE (1) 2" SCHEDULE 40 PVC CABLE TELEVISION CONDUIT WITH A NYLON PULL CORD FOR USE BY CABLE TELEVISION SERVICE PROVIDER. BURY THE CONDUIT AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUIT. STUB -OUT THE CABLE TELEVISION CONDUIT AT THE PROPERTY LINE AS DIRECTED BY CABLE TELEVISION SERVICE PROVIDER ro. TRAFFIC BARRIERS - V-0" GALVANIZED POST ` 6" DIAMETER BURIED 4'-0" DEEP_ PAINT THE TRAFFIC BARRIER YELLOW_ 'I_ ROUTE EXTERIOR LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTACTORS_ MOUNT LIGHTING CONTACTORS IN NEMA 3R ENCLOSURE, ADJACENT TO PANEL 'HP'. REFER TO DETAIL ON SHEET FOR CONTROL AND REQUIREMENTS. f 0 ONS BY E f, u-,-D y - N c E � v i7 ti U E x � U � E ti i—� E ti ° x� No. 5 480 �i OF p 0� O-R%0'�- "TO INS `�� Q Q _ z LLB U O _ 4- Z � J � U � O J E m Q a� U N vi O -M > -C _ D m m o Q N a) C � (D W Z LL- Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-08 Sheet ES1 ELECTRICAL SPECIFICATIONS; THE WOR< UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE (D IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES� ALL ELECTRICAL EaUIPMENT -SHALL HAVE UL LABEL AND SHALL BE OF SPECIFICATION GRADE� POWER DISTRIBUTION HOUSE PANEL50ARD: PROVIDE DEAD -FRONT, SAFETY -TYPE POWER DISTRIBUTION PANELBOARDS AS INDICATEDi WITH PANELBOARD SWITCHING AN[) PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPE5,AND WITH ARRANGEMENT SHOLLNi WITH ANTI -TURN, SOLDERLE65 PRESSURE TYPE MAIN LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. HOUSE PANELBOARD5 15 EX15TING EQUAL TO SQUARE D TYPE "NQOD". VOLTAGE SHALL BE AS INDICATED.ACCEPT,45LE MFG.± GE, SIEMENS AND CUTLER -HAMMER. TENANT PANELBOARD5- PROVIDE DEAr_)-FRONT SAFETY TYPE LIGHTING AND BRANCH CIRCUIT PANELBOARDS AS INDICATEI--)± WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, T-T-PES AND ARRANGEMENTS 5HOWNt WITH ANTI -TURN, SOLDERLESS PRESSURE TYPE LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. TENANT IPANEL50ARD5 SHALL BE SQUARE D TYPE "aO". PANEL50ARD, BOXES SHALL BE FIVE ANI_-) THREE -FOURTHS INCHES (5 3/4") DEEP, VOLTAGE -SHALL BE AS INDICATED. ALL PANEI-50ARD-5 SHALL BE CONNECTED, DISTRIBUTED PHASE WITH CIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. FANELIBOARD5 SHALL BE NUMBERED WITH ODD NUMBERS ON THE LEFT SIDE OF THE PANEL AND EVEN NUMBERS ON THE RIGHT SIDE OF THE PANEL. UNLESS OTHERWISE INDICATE[), PROTECTIVE DEVICES SHALL BE MOUNTED WITH TOP OF CABINET OR ENCLOSURE &'-ro" 45OVE FINISHED FLOOR,SHALL BE PROPERLY ALIGNED,AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAY5.ALL STEEL SHAPES, ETC, NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE THE BUILDING STRUCTURE 15 NOT -SUITABLE FOR MOUNTING THE EQUIPMENT DIRECTLY THEREON. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCL05URES SHALL BE NEMA TYPE 1, GENERAL PURPO5E TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE 13R" OR TYPE "4". ALL SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE. SWITCH MECHANISM SHALL BE QUICK -MAKE, QUlr-<-5FPEAK- COVERSHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH 18 IN THE "OFF" POSITION - ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RE515T RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, 6aUARE-D, OR CUTLER- HAMMER, CIRCUIT BREAKERS FOR MOUNTING IN HOUSE PANELBOARD SHALL BE eOLT-ON TYPE, MOLDED PLASTIC CASE, AIR CIRCUIT IBREAKER TYPE. BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI -POLE BREAKER& SHALL HAVE A COMMON TRIP BAR 50 THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREA<EP- BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE aUICK-MAKE, QUIC<-15REAK CONTACTS. UPON COMPLETION OF WOR< CORRECT ALL PANIELIBOARD CIRCUIT DIRECTORY CARDS TO REFLECT A5-BUILT CONDITIONS. PANELBOARD DIRECTORIES SHALL BE UFDATED WITH TYPEWRITTEN ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT RECORD CONDITIONS AND INCLur_)E CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD, A SET OF 46-5UILT DRAWINGS SHALL ALSO BE PREPARED AND TURNED OVER TO THE OWNER_ ALL CONDUCTORS SHALL BE THHN/THLLN COPPER 012 MIN.AND INSTALLED IN A COMPLETELY ENCLOSED RACEWAY SYSTEM. UNLE-55 SPECIFICALLY NOTED ON DRAWINGS, RACEWAYS SHALL COMPLY WITH THE FOLLOWING: RACEWAYS EXPOSED TO THE WEATHER OR IN DAMP LOCATIONS SHALL BE GALVANIZED RIGID STEEL WITH THREADED CONNECTIONS. RACEWAYS SHALL BE SIZED FOR THE CONDUCTORS INSTALLED, MINIMUM 1/2". FULL SIZE MC CA5LE 16ACCEPTAIBLE IN DRY LOCATIONS THAT ARE NOT PATIENT AREAS- HOMERUNS TO PANELS TO BE IN CONDUIT - RACEWAYS RUN BELOW GRADE SHALL BE RIGID STEEL REDUNDANT GROUND PATH REQUIRED, EXPOSED ON BUILDING EXTERIOR SHALL BE RIGID, STEEL CONDUIT� ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTING5,AND EQUIPMENT - ALL RACEWAYS SHALL BE SECURELY 5UPPORTEo FROM THE BUILDING STRUCTURE. ALL RACEWAYS SHALL BE PROVIDED WITH EaUIPMENT GROUND CONDUCTOR - ALL BOXES SHALL BE RIGIDLY MOUNTED AND &HALL BE EaUIPPED WITH SUITABLE SCREW FA6TENED COVERS. OPEN KNOCK-OUT5 OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICES. OUTLET E30XES FOR EXPOSED WALL MOUNTING AND OUTDOOR INSTALLATION SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET STEEL COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. UNLESS OTHERW15E INDICATED,ALL CONDUCTORS SHALL BE COPPER NO. 12 AUJIG. MINIMUM. OR SIZE AS SHOWN ON DRAWINGS. CONDUCTORS &HALL HAVE TYPE ' 'THHN/THWN' INSULATION- 51-L ICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE ELECTRICALLY AND MECHANICALLY SECURE AND 6OLDERLES5 FOR CONDUCTORS SIZES NO, 0 AWG AND LARGER THERE SHALL BE PLENTY OF SLAC< CABLE IN BOXES, OUTLETS AN[) CABINETS TO INSURE THAT THERE Is NO BINDING AT THE BU8HINGS.ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTOR$ JOINED AND IN NO CASE SHALL 5TRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLA5TIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AN[) EFFECTIVELY GROUNDED A6 REaURED BY THE NEC AND AS SPECIFIED HEREINAFTER - CONTRACTOR -SHALL 05TAIN ALL NECESSARY PERMITS. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE OWNER PRIOR TO INSTALLATION. THEY SHALL NOT BE CHARGE[) FOR MINOR LOCATION CHANGES PRIOR TO IN5TALLAT IONS. LOCATIONS ARE APPROXIMATE. (DO NOT SCALE DRAWINGS) - THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL ELECTRICAL LAYOUTS FOR BIDDING PURPOSES ONLY. IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND CONFIRM SPACE ALLOCATIONS, THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES FOR ELECTRICAL CONDUIT ROUTING AND EQUIPMENT PLACEMENT. AVOID INTEFT-ERENCE WITH ARCHITECTURAL AND STRUCTURAL FEATURES -SUCH AS - BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY c,oNFL ICTS. THE ELECTRICAL CONTRACTOR THE HVAC FOREMAN AND GENERAL CONTRACTOR PROJECT MANAGER SHALL INSPECT 4 REVIEW THE CONDITION6,AND SHALL COORDINATE THEIR WOR< 50 AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES, THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO DEPICT THE GENERAL INTENT OF THE WOR< IN SCOPE, LAYOUT AND QUALITY OF WOR<M,4NSHlfn. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY ANr) ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WOR<, BUT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF TH15 WOR<_ THE ELECTRICAL CONTRACTOR SHALL FURN15H AND INSTALL A COMPLETE AND FUNCTIONAL SYSTEM: CONTROL6,AND CONNECTIONS TO NEW SERVICES, SUPPORTS,AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. WHERE DRAWINGS AN[) SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. ELECTRICAL SPEC IF ICAT IONS SCALE. NOT TO SCALE -IF— I — I - I — 11 E L E C T F�,) I CA L 15 "T'�150L LEG;END SYMBOL DESCRIPTION MOUNTING I X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 2 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE SHADING DENOTES FIXTURE WITH Et-1 5ATTERY PACK. SEE FIXTURE I NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORE5CENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE FLUORESCENT WALL 5RAC<ET FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE f-L FLUORESCENT DOWNLIGHT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE EXIT -OR EM EXIT. LETTER SEE FIXTURE INDICATES TYPE. PROVIDE ARROWS AS REQUIRED- SCHEDULE SINGLE F:'CLE SWITCH (20,4-120/.2-11) 40" AFF OR AS S S-3 SO '3' DENOTES 3-W.4r- '0' DENOTES OCCUPANCY SEN50IR NOTED DUPLEX RECEFDTACLE, 125V, 20A 101, AFF OR AS ,iG, DENOTES ISOLATED GROUND NOTED DUPLEX RECEPTACLE, 125V, 20A 18" AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 204 40" AFF OR AS NOTED QUADRAPLEX RECEPTACLE, 125v, 20A 10" AFF OR AS NOTED COM51NATION VOICE/DATA OUTLET 10" AFF OR AS NOTED T.V. OUTLET 18" AFF OR AS NOTED SEE PANEL PANEL50ARD 120/240V SCHEDULE RACEWAY CONCEALED IN WALL OR 415OVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL. LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUM5ER5 INDICATE CIRCUIT. NOTE. HASH MARKS INDICATES THE NUMBER OF- WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND. MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED MOTOR RATE[) SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED. TO EQUIPMENT NON-FU615LE SAFETY 6WITCH-SIZE AS NOTED SEE SPECIFICATIONS FU615LE SAFETY 5LUITCH-51ZE AS NOTED SEE SPEC IFICAT IONS @R FIRE ALARM DUCT DETECTOR CRA'DENOTE6 MOUNTED IN s RETURN AIR '54' DENOTES 6UPPLY AIR) HVAC DUCTWORK FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ADJACEN TO EQUIPMENT FIRE ALARM V16UAL SIGNAL 50" AFF OR AS NOTE:) FIRE ALARM MANUAL PULLSTATION 46" AFF OR AS NOTED FIRE ALARM AUDI5LE/vISUAL SIGNAL.ADA 60" AFF OR COMPAT15LE AS NOTED @ FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED FACP FIRE ALARM PANEL CFACP' DENOTES FIRE ALARM 60" AFF OR r___1 FAA CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EX16TING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE REFER TO LIKE NUMBERED NOTES NOTE:ALL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE. NOT ALL SYM50LS APPEAR ON PLANS, A55REVIATION5: AFF - 45OVE FINISHED FLOOR 14HU - AIR HANDLING UNIT 5FG - 5ELOW FIN16HED GRADE C - CONDUIT CW - COOL WHITE DACP - DOORALARM CONTROL PANEL DN - DOWN EF - EXHAUST FAN EG - EQUIPMENT GROUND ENCL - ENCLOSURE EWC_ - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER EX - EXISTING FCU - FAN COIL UNIT FHP - FRACTIONAL HORSE POWER FLA - FULL LOAD AMPERES G - GROUND GFI - GROUND FAULT INTERRUPTER HID - H16H INTEN515TY DISCHARGE HORIZ - HORIZONTAL IG - ISOLATED GROUND LW - LIGHT WHITE HIM - HORSEPOWER, HEAT PUMP HVAC - HEATING, 15ENTILATING,AIR CONDITIONING J15 - JUNCTION 5OX LRA - LOCKED ROTOR AMPERES MG5 - MAIN CIRCUIT 5REA<ER MLO - MAIN LUGS ONLY N - NEW NL - NIGHT LIGHT 05 - OUTLET 5OX P5 - PULL 5OX, PU5H-5UTTON R - RELOCATED RECEPT - RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS 6WEC5 - SMOKE WARNING EMERGENCY CALL SYSTEM TL - TWSTLOC< TT5 - TELEPHONE TERMINAL 5OARD TVT5 - TELEV15ION TERMINAL 50ARD UNO - UNLESS NOTED OTHERW15E VERT - VERTICAL LUM - WATT M16ER WF - WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER System No. C-AJ-1259 IF Rating - 3 Hr T Rating - 0 Hr A 4 2 A Section A -A 1 . Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete, Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) cate gories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diarn (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3, Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant *Bearing the UL Classification Mark 7 Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 2, 2009 (@ C-AJ-1259 STI (800)992-1180 - (908)526-8000 * FAX (908)231-8415 9 E-Mail:techserv@stifirestop.com * Website:www,stifirestop.com PAGE 1 OF I System No. W-L-1079 IF Ratings - I and 2 H r (See Item 1 B) T Rating - 0 Hr L Rating At Ambient - Less Than I CFM/sq ft L Rating At 400 F - Less Than I CFM/sq ft A W oecilion iA-iA 1 . Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 518 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is in wood stud wa!ls is 13 in. Max diam of opening in steel stud walls is 16 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam; (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in. diam (or smaller) flexible steel tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 2,2009 & W-L-1079 STI (800)992-1180 * (908)526-8000 * FAX (908)231-8415 * E-Mai1:techserv@stifirestop.com a Website:www.stifirestop.corn PAGE 1 OF 2 GENERAL PROJECT AND DEMOLITION NOTES- 1, 5IDDER6 ARE TO V161T THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUIBMISSION OF A IBID WILL 5E EVIDENCED THAT 6UCHAN EXAMINATION HAS 5EEN MADE- LATER CLAIMS FOR LA50R, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE IBEEN FORESEEN HAD AN EXAMINATION IBEEN MADE, WILL NOT 5E ALLOWED. 2- ALL EX16TING CIRCUITS TO REMAIN SHALL 5E RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 3� NEW AND EX18TING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. FIELD VERIFY WHERE REQUIRED AND INDICATE ACTUAL CIRCUIT USED ON THE AS-5UILT DRAWINGS. 4� COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (D ISCONNECT ION/RECONNECT ION ETC,) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. r 5, WHERE EX18TING PARTITIONS OR WALLS ARE SHOWN TO 5E REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION BOX AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM ELECTRICAL OUTLETS- COORDINATE THE DEMOLITION OF THE EX18TING WALLS WITH ARCHITECTURAL DRAWINGS. ro. PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN. IF DAMAGED OR DISTUR5ED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY- 1. REMOVE ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED TO 5E DEMOLISHED, IN THEIR ENTIRETY. WHERE THE EX16TING EQUIPMENT INDICATED TO 5E DEMOLISHED CONTAINS 5RANCH CIRCUITRY SERVICING OUTLETS THAT ARE EX15TING TO REMAIN, RELOCATE THE 5RANCH CIRCUIT TO AN ALTERNATE PANEL AND INDICATE THE CHANGE ON THE AS-5UILT DRAWINGS. 0, 45ANDONED WOf;;?J<: CUT OR REMOVE RACEWAY SLEEVES AND WIRING, INDICATED TO 5E 45ANDONED IN PLACE, E�ELOW THE 6Uf;;?J=ACE OF ADJACENT CONSTRUCTION- CAP RACEWAYS AND PATCH SURFACE TO MATCH EX15TING FINISH. cJ � REMOVE ALL EXISTING FLOOR 5OX 5RANCH CIRCUITS COMPLETELY 15AC< TO PANEL. REMOVE FLOOR DATA WIRING COMPLETELY 5AC< TO SOURCE. REMOVE FLOOR 5OX COVERS AND FLANGES AND GRIND FLOOR 5OX TO 5ELOW FINISHED 5LA5 TO PREPARE FOR CONCRETE FINISH WORK- COORDINATE WITH GENERAL CONTRACTOR- 10, THE CONTRACTOR SHALL INCLUDE WITHIN THE 51D ALL REQUIRED OFF HOUR, OVERTIME, AND NON-5USINES5 HOUR WORK AS REQUIRED TO PERFORM THE DEMOLITION WITHOUT DISRUPTING THE WILDING TENANTS NORMAL !BUSINESS OPERATIONS. 11, REMOVE ALL DATA WIRING AND EQUIPMENT RACKS THAT WILL NOT 5E RE-U5ED_ RELOCATE TELEPHONE DEMARC CONDUIT TO NEW LOCATION AS REQUIRED. 12, ALL DEMOLISHED EQUIPMENT AND WIRING SHALL eE REMOVED FROM 51TE AND PROPERLY DISPOSED OF, OR TURNED OVER TO THE OWNERAT THE OLLNER'S 60LE OPTION - Wall Opening Protective Materials (CLlV) SPECIFIED TECHNOLOGIES INC R14288 SUITE 2 200 EVANS WAY, SOMERVILLE, NJ 08876 USA SpecSeal Putty Pads, for use with 1-nax 4-11/16 by 4-11/16 in. Ilush device UL Listed metallic outlet boxes installed with steel cover plates in I and 2 h fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and'constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 3/16 in. thick moldable puny pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the stud within the stud cavity. An additional 3/16 in. d-tickness of putty to be formed around the connector securing the end of each electiical metaltic tube or conduit to the box. When used with metallic outlet boxes larger than 4 by 4 in., a ball of putty is to be installed to plug the open end of each electrical metallic tube or conduit within the outlet box. When max 4 by 4 in. metallic outlet boxes are used, the ball of putty in the open end of each electrical metallic tube or conduit within the outlet box is optional. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the holizontal separation. between outlet boxes on the opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. SpecSeal Putty Pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Noninetallic Outlet Boxes manufactured by Carlon Electrical Products and made from polyvinyl chloride, max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Moulded Products Inc. and made from fiber -reinforced thermosetting plastic or'max 4-1/16 by 3-5/8 by 3-1/8 in. deep UL Listed Noirmetallic Outlet Boxes manufactured by Thomas & Betts Corp. and made from fiber -reinforced thermosetting plastic. Boxes shall also bear a 2 h ratingunder the "Outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. Boxes installed with steel or plastic cover plates. Putty pads and boxes for use in 1 and 2 h fire rated gypsum wallboard/wood stud wall assemblies constructed of the matelials and in the manner specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs in conjunction with nails supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs and completely seal against the stud within the stud cavity. An additional 3/16 in. thickn9ss of putty to be formed around the end of each nonmetallic sheathed cable at its connection to the box and to extend a minimum of 1 in. from the box onto the nownetallic sheathed cable within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. I',', FIRE FENET TION DETAILS METALLIC 5OXES, NOT TO SCALE REVISIONS BY 00 M C\1 Q0 00 c. ` E C r- U tc-1 C\J X M C\J CL > < 00 E C\1 V, No. BMW 2 6L ra" STATE OF 0, < R N Ul 7 7J) P LU Q 0 ............ L. ( ) 0 0 _J E (D C) V) M -0 !E 0 -0 > E-n cL .2 -0 C 0 0 iz _J Z L" Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-08 Sheet El I i i A , I , . . I I I . 1. , I . 1 il� � i . �, I . � i i , .: 11 i I , I I 0 METER E HOUSE PANEL CTeMET FIXTURE SCHEDULE SYM MANUFACTURER CATALOG NUMBER LAMPS MTG. DESCRIPTION F LITHONIA L 2-32-120-GEB101S-MVOLT 2-32W T8 SUPENDANT 4' INDUSTRIAL STRIP LIGHT FIXTURE METALUX 4100 K AT 8'-6°" AFG COLUMBIA 85 CRI HE WILLIAMS H PRISMA DILUME-30OX42OB-074574 2-57W CFL SURFACE EXTERIOR WALL SCONCE 4100 K MATTE METALLIC FINISH 85 CRI K LITHONIA LF8N-2/42TRTF8B4W-MVOLT 2-42W TRT RECESSED 8" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K COLUMBIA 85 CRI HE WILLIAMS KE LITHONIA LF8N-2/42TRTF8B4W-MVOLT-EL 2-42W TRT RECESSED 8" DIAMETER RECESSED DOWNLIGHT METALUX 4100 K WITH SELF CONTAINED EMERGENCY COLUMBIA 85 CRI BATTERY PACK HE WILLIAM S W LITHONIA WST-242-MD-MVOLT ELDWC-DNAT 2-42W TRT SURFACE FLAT GLASS TRAPEZOID WALL LIGHT METALUX 4100 K 8' AFG WITH SELF CONTAINED EMERGENCY COLUMBIA 85 CRI BATTERY PACK HE WILLIAMS X LITHONIA LQM-S-W-3R-120/277-ELN FACTORY SURFACE UNIVERSAL ENT SIGN WITH RED METALUX INSTALLED LAMPS LETTERS,, BATTERY PACK AND ADJUSTABLE. . COLUMBIA EMERGENCY LIGHTS BHEGELLI J(DIELECTRICAL LIGHTING SCHEDULE AND DETAILS SCALE: NOT TO 4CALE 0 ELECTRICAL FLAN SCALE: 1/8" - 1'-0" KEYED NOTES DRAWING NOTES: O I. PROPOSE LOCATION FOR MAIN 01 (PANEL 'A') AND MAIN "2 (HOUSE PANEL 'HP'). SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION.. 2, LOCATE RECEPTACLE AND DATA OUTLET FOR TELEPHONE EQUIPMENT. COORDINATE WITH TELEPHONE INSTALLER AND OWNER. 3, PROVIDE A 2' WIDE X 4' TALL PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT TO MATCH WALL- EXTEND 01 GEG IN 3/4" TO THE , BUILDING GROUND ELECTRODE 51'STEM. PROVIDE A GROUND BAR AT THE TELEPHONE BOARD 4. EXTEND (1) - P CONDUIT TO THE BUILDING TELEPHONE TERMINAL CABINET, AND (1) - P TO THE CABLE TV TERMINAL CABINET. 5. EXTEND (1) - 2" STUB -UP CONDUIT FROM TENANT SPACE TO THE BUILDING TELEPHONE TERMINAL CABINET AND (1) - 2" STUB -UP CONDUIT FROM TENANT SPACE TO THE GABLE TV TERMINAL CABINET. COORDINATE EXACT LOCATIONS WITH LANDLORD AND OWNER. 6_ PROVIDE TENANT PANEL. CONFIRM FINAL LOCATION WITH LANDLORD AND OWNER PRIOR TO ROUGH -IN. -I- PROVIDE LIGHT FIXTURE. SUSPEND FIXTURE AT g'-0" S., PROVIDE EXIT SIGN WITH TWO EMERGENCY HEADS. 9- PROVIDE AND INSTALL JUNCTION BOX FOR TENANT SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE PER ARTICLE 000-2 OF THE N.E.C. ROUTE HOME RUN VIA LIGHTING CONTRACTOR LC-1, 10- ROUTE EXTERIOR LIGHTING CIRCUIT HOME RUN VIA LIGHTING CONTACTOR L.C. 11, PROPOSE LOCATION FOR MAIN 03 (PANEL 'MDP'). SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION. GENERAL NOTES I, REFER TO LIGHT FIXTURE SCHEDULE. 2- , COMPLY WITH NEC 410.130.G FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. 3. PROVIDE AN UNSWITCHED CONDUCTOR FOR ALL EMERGENCY LIGHTS AND EXIT SIGNS. ' I G , 0 REVISIONS BY -f 0. 00 00 00 .. V U . N ti > Q E00 v �ti 3 3 ti 3 0 ~ � v � 0. N M � U I li� LL S-TATE OF Z c� Cx W /� N O t 11 U o _ Z °C' J U � O J m J E o � s � v m °- / e a O W Z ILL - Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-08 Sheet E2 - - i i Imo', _ � - r I , I I I I i I I: i I I I I I I I .I:,.. 11 1 ..,,.,. I Aw. I ai 11 , , , , . I , I F --I . I c a 0 PALL HP120'2C6 �- SURFACE 1ICk:--\ ) VXT 3 PRASE 41\TRE \\TTH GR k-ND IGJA 1'CB \E\14 I 65;Oi1J? IC NOTES C'KT, DESCRIPTIONi BRL-= A B C BREAKER DESCRIPTION TiUTES ': 0. TRIP PCff-- VOLT t' T POLE TRIP INC. 1 I PHOTO(LLM'—FCIOCK 20 2 120 200 1380 208 2 20 SITE 2 1 1 3 BU DUNGSIC,-\- 20 1 120 1200 I3S0 -- 4 1 I S LXTFRIORFRO'N'TKEJ)L' GLICHTS 20 I 120 1560 1150 208 2 20 SITELIGUTD ttE 6 1 1 ' E=C)RBACKBUT- DINGLICiHTS 20 1 120 1220 1150 ----- 8 1 1 91 L TE\`IPORARYLICEI EM, EXIT 20 1 120 79� 208 2 20 SPARE 10 i1 SPARE 20 1 120 ---- I2 I3 SPARE 20 1 120 I SPAS 1 I; SPARE 20 1 120 1 SPACE 16 1' SPACE I I SPACE 18 19 SPACE 1 I SPACE- 20 21 PACE i 1 PACE 2' 2- SPACE I 1 SPACE 24 COv SI PHASEAiPS CTEDtA TL\I VC)LT S 3950 2710 \0TE5(} 120208\ ; 3 PHASE _. 33 28 23 NOTES LOADTYPE CCJN\1CIED N`ECDE\IAND DEN LAND i LICHTNG 10u i-_, , l; 12 7 .4 tA 0 VA 0 \-A 0 VA 0 VA 0 VA 0 VA 12544 VA 2 RECEPTACLES 0 1 3 AIR C-'OIiDITIONTNG 0 0 4 HEATI�J G 0 0 5 MISC NOII-CONTNUOUS 0 1 6 C;U T IlUOUS 0 125 KJTCHEII 0 0.65 TOTAL 12020SV, 3 PHASE j 5 AI.1 PA\EI. A SURFACEE--MU--f TEI3 1 0"2c \YC.T 3 PEASE 4 WIRE WITH OROL,'\'D 200A It< [.O \T-\11 42.00i AIC NOTES C'F T. DESCRIPTIO\ BREAKER A B C BREAKTR DESCRIPTION CRT. \OTES N'C) TRIP PCLE t,ULT \'CLT POLE TRIP \O. i i SHELLTE\9)OFARYLICHT:L\I�E1TT 20 1 120 26 360 120 1 20 TELEPHO'�ERECEPTACLE 25 SPARE 20 i 120 120 i 20 SPARE 4 SPQR 20 1 120 120 1 20 SPARE 6 " SPARE 20 1 120 120 1 20 SPARE 8 9 SPARE 20 1 120 1 120 1 20 SPARE 10 II SPARE 20 1 120 120 1 20 SPARE i" 13 SPARE 20 1 i20 1.20 1 20 SPARE 14 1;I SPARE 20 1 120 1,20 1 20 SPARE 1611 17 SPARE 20 1 120 120 1 20 SPARE is 19 SPARE 20 1 120 120 1 20 SPARE 20 2I SPARE 20 1 120 120 1 20 SPARE 22 SPA RE 2? I 120 120 1 20 SPARE 24 5 SPACE i i SPACE 26 27 SPACE I I SPACE 28 29 SPACE 1 1 SPACE 30 3I SPACE 1 1 SPACE 32 SPACE 1 l SPACE 34 SPACE 1 1 SPACE. 36 SPACE 1 1 SPACE 3s 19 SPACE 1 i SPACE. 40 41 SPACE 1 1 SPACE 42 Ccp\!vICTED SYSTE_iI PHA VA COLTS SEA-\,IPS el 0 0 0 NOTES() *. 208V 3 PHASE -120," 5 0 "OYES LOAD T\PE C'OINECTED \EC DD.IAI\7[) DFM AND LO? D i LICi= G 265 1.25 33125 VA 0 VA 0 VA 0 VA 36rj VA 0 VA 0 VA 691.25 VA 2 RECEPTACLES CZES 0 1 AIRC0NDITION7NG 0 0 4 HEATING 0 0 5 MISC. N(YI-COMIWCUS 360 1 6 CO ITNUOUS 0 1.25 7 KITCHEN 0 065 TOTAL 1:20,206V 3 PHASE- Z APAPI 0 ELECTRICAL PANEL SCHEDULES SCALE: NT5 LC OO.S 200 ❑ PNL D200 HP D800 O CTM PNL 100 A 1005 200 M200 CT O O CA51NE7 200 LA CT FEFT I G6 I I G1 I 101 ELECTRICAL RISER DIAGRAM SCALE: NTS DATE: 03-20-13 REVISED: FAULT CURR.E''vT STUDY CABLE VvIPEDANCE-'ALUES BASED ON IEEE STD. 241-1990, TABLE 65 PROJECT: FMC End Shell ZEPHYRHILL S, FL SYSTETNi VOLTAGE: ASSU 1ED BASE KVA: UTILITY CON PA'VY AFC: U TILI TY C O NIPA1� Y �.fR RATIO: 208 WIRE TYPE CU=1 300 WIRE TYPE AL=2 54627 PVC CONDUIT 12 SOURCE SO URCE FIRE BUTS AFC ZrR SIZE ----------------- ------------------ \\'IREWAY ---------------- ---------------- 54627 ---------------- 12.00 - 350 1.AI1,T'A' 49732 6.33. 1,40 PISL'A' 47173 4.35 3/0 P=ti L 'HP' 49732 6.33 1. IVIAL':\ 'TMDP' 49732 6.33 600 XFM LA T 1200.5 G1 G5 C 10' min G4 G2 G2 WIRE # OF FEEDER BUS BUS TYPE RUNS LENGTH rtR AFC 1 4 25 6.33 49732 1 1 3 4.35 47173 1 1 12- 2.14 37960 1 1 4 2.82 44887 1 2 90 3.11 30422 FAULT CURRENT STUDY NOTE: 1, THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE AVAILABLE FAULT CURRENT EXCEEDS THE BASIS OF DESIGN. IOI ELECTRICAL FAULT CURRANT STUDYNTS I PHOTOCELL ON WALL POINTING NORTHLL oz oZ CONTACTOR 'A' ua to 23 PHOTOCELL ON 1 N N w Ul w Q PHOTOCELL OFF 10 10 10 k 10 I C HP-1L Li CONTROL POWER r • — — — — TC L._._._._._._-J z = _ _ 1 z N N 10 10 10 C CONTACTOR 'B' PHOTOCELL ON TIMECLOCK OFF = 3:NOTES: O CONTACTORS 'LC-1', 'LC-2' TO BE SQUARE 'D', CLASS 5903 O TORK I DAY TIMECLOCK WITH SPRING WOUND RESERVE AND SKIP -A -DAY FEATURE. O 120 VOLT PHOTOCELL MOUNTED ON ROOF FACING NORTH, (DIEXTERIOR 5UILDING AND SITE PARKING LIGHT CIRCUITS SCALE: NTS KEYED NOTES MISCELLANEOUS NOTES: XFM UTILITY COMPANY PAD MOUNTED TRANSFORMER SECONDARY VOLTAGE TO BE 120/200Y 3 PHASE, 4 WIRE WYE. FIELD VERIFY EXACT LOCATION_ CONTACT AND COORDINATE ALL ELECTRICAL WORK WITH UTILITY COMPANY AND OWNER. LA UL LISTED LIGHTNING ARRESTOR, SQUARE D OR APPROVED EQUIVALENT. WW 12"X12"X 12" NEMA 3R WIREWAY. EXTEND FEEDER CONDUCTORS THE ENTIRE LENGTH OF THE WIREWAY AND TERMINATE WITH INSULATED KEY TAP STYLE CONNECTORS. ILSCO OR APPROVED EQUIVALENT_ LC PROVIDE LIGHTING CONTACTORS) AND TIMECLOCK IN NEMA 3R ENCLOSURE_ REFER TO DETAIL ON THIS SHEET FOR REQUIREMENTS D8 00 PROVIDE A 200 AMP, 3 POLE, NEMA 3R, SERVICE ENTRANCE RATED HEAVY DUTY FUSED DISCONNECT SWITCH WITH 50LID NEUTRAL KIT. BOND NEUTRAL TO GROUND. r FUSE AT 200 AMPS WITH GLASS RKl FUSES, D800 PROVIDE AN 000 AMP, 3 POLE, NEMA 3R, SERVICE ENTRANCE RATED HEAVY DUTY FUSED DISCONNECT SWITCH WITH SOLID NEUTRAL KIT. BOND NEUTRAL TO GROUND, FUSE AT 800 AMPS WITH CLASS L FUSES_ FEEDER NOTES: r 1200.S (SERVICE LATERAL - 1200 AMPS) (3) SETS OF 4 0600 KCMIL IN 4" C ROUTE UNDER GROUND EXTERIOR OF THE BUILDING 800. (SERVICE ENTRANCE - 000 AMPS) (2) SETS OF 4 0600 KCMIL IN 4" C ROUTE UNDER GROUND EXTERIOR OF THE BUILDING r (SERVICE ENTRANCE - 200 AMPS) 00. 4 03/0 AND 1 04 BOND ING CONDUCTOR IN 2" C 2 00 (FEEDER - 200 AMPS) 4 03/0 AND I#ro EiG. IN 2" C (SERVICE ENTRANCE - 100 AMPS) 100.S 4 1*1 AND 104 BONDING CONDUCTOR IN 1-1/2" C METER NOTES - CT PROVIDE 36" X 3ro" X 12" NEMA 3R CT CABINET WITH LOCKABLE HASP. ,VERIFY EXACT REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH -IN - K� PROVIDE 3 PHASE CT METER BASE PER UTILITY COMPANY SPEC, M20 PROVIDE 200 AMP 3 PHASE SELF CONTAINED METER BASE PER UTILITY COMPANY SPEC_ GROUND ING/BOND ING NOTES: G1 3/0 CU GROUND ELECTRODE CONDUCTOR IN 3/4" CONDUIT, 3/4" X 10' LONG COPPER CLAD GROUND, G2 CONNECT WITH EXOTHERMIC WELD. G3 EXTEND THE GROUND ELECTRODE SYSTEM TO A REBAR IN THE BUILDING FOUNDATION AND BUILDING STEEL. REBAR SHALL BE CONTINUOUS 20' LENGTH, 04 MINIMUM AND r ENCASED IN A MINIMUM 2" OF CONCRETE PER NEC 25OB2 (3). E4] BOND THE METALLIC COLD WATER PIPE TO THE GROUND ELECTRODE SYSTEM. G5 EXTEND A 04 GROUND ELECTRODE CONDUCTOR TO THE BUILDING TELEPHONE TERMINAL CABINET OR BOARD_ PROVIDE A GROUND BAR AT THE TELEPHONE CABINET OR BOARD. G6 BOND METER AND CT CABINET TO GROUND ELECTRODE SYSTEM WITH A 04 CU GEC IN 3/4" CONDUIT, 0 REVISIONS BY „00 Y�r "T M N C J o�ti o v �ti u -�N _ E x u N 0. U �—' o G o - n u N . ti > f�0 o o z ti ~� EILI 5 N � w -J. P4 %p16lt�u vo n lea 0 Na. 1,5124,50 2 (t5 STAB OF P W 75 N o W U ul 0 L U o _ C' J U � O m Li Q �E z_ C) O > t v m CL Q N 0 � c Ce O 3 0 J z u- Date: 03. 25. 13 Scale: AS NOTED Project Mgr: AAY Drawn: WR Job: 13-08 Sheet E3o