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HomeMy WebLinkAbout3607 Orlando Dr FIRE SPRINKLERS.A, 1' X REQ'D LEN. TOP BEAM CLAMP JOIST SPACING --�_�_____ T -T (PER PLAN) ALL MATERIAL APPLICABLE TO THIS PROJECT WILL %' FOR %' TO 4' PIPE _ 1' 90° ELL BE INDICATED WITH A (or) Y2' FOR 5' TO 8' PIPE _ '- ` -`--------.-�_ 1' 90° ELL V X 0-4 T -T �_ ---.- ❑ ALL PLASTIC PIPE 3/a" THROUGH 2Yz" SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE WITH ASTM F-442. ' \ * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2010 EDITION OF NFPA 13. 1" DI TEE (� 1' X REQ'D LEN, * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND ❑ ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE '- - -- T- T (PER PLAN) STATE CODES. WITH ASTM F438, ASTM F439 OR ASTM F1970. __� * ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE - SUPPLY LINE CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTESDET WAFS DETAIL AL E]ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. 1 X #00593N). REDUCIN * ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR ALL THREAD ROD COUPLING ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. ❑ LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2 OR NFPA 13R SECTION V FOR 4' TO 4' PIPE SEE DETAIL * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE 5.2.2.3). Y2' FOR 5' TO 8' PIPE DESIGNER VIEW CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR REFERENCE STI LCI. ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED 41 UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES IN`ACCO D R ANCE WITH ASTM A-135 OR A-795. ACCEPTABLE BRANDS PTA E PIPE RAN ARE WHEATLAND DESIGNER REFERENCE PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE -BERKELEY (TOP OF JOIST TO � ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO 'STEADY -THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. OF PIPE) COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED - --��` - = TO THE PROPER RECIPIENTS. ALL 1" TO 2" THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED HANGER RING �`-`'------` * ❑ ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN MANUFACTURED IN ACCORDANCE WITH ASTM A-795 OR ASTM A-53. (SIZED TO PIPE) - -__ MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. � - * ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS. ❑ ALL 1" TO 2" THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND PENDENT SPRINKLER * ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE W/ ESCUTCHEON OTHERS. WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC CEILING * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY COMPATIBLE. HANGER #01 %' HARDWARE FOR V TO 4' PIPE _ --`� --- OTHERS. 3 Y2' HARDWARE FOR 6' TO 8' PIPE '�'''` -- __ * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. ALL l)'" TO 4" GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/ APPROVED D RING HANGER FOR /4 TO ®" PIPE (1 BEAM) SPRINKLER RETURN BEND W/ THREADED SUPPLY CI a FM OO RO AN MANUFACTURED ---- � ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', WHEATLAND iir 0 HEATING OF ROOMS T 0 MAINTAIN TEMPERATURES 0 0 D - �E111111�R F 4 DEGREES OR GREATER IS BY 9ETA� VIEW 'MEGA FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE -BERKELEY 'STEADY-FLOW'.L S SCALEI NONE TRAPEZE PIPE SELECTION CHART SCALE, NONE OTHERS. ALL PIPE HALL BE AYIVE - AVAIE CPVC COMPATIBLE At ciromtb •• Ina 00197N TOP BEAM CLAMP %' FOR %'. TO 4' PIPE _ = Y2' FOR 5' TO 8' PIPE DESIGNER REFERENCE DETAIL VIEW ALL THREAD ROD Automatic Fire Sprinklero, Inc. 00583N * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18" AND NOT MORE �'- THAN 48 ABOVE THE LEVEL OF THE ADJACENT GRADE.❑ ALL 11'a" TO 4" GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND * QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS. MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL * SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES MOOSE, WHEATLAND, ALLIED AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. - _ AS FOLLOWS: n LESS THAN 300 - 6, SPRINKLERS ALL GROOVED STEEL PIPE 6" AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND. o 300 TO 1000 - 12 SPRINKLERS MANUFACTURED IN ACCORDANCE WITH ASTM A-135. III OVER 1000 - 24 SPRINKLERS REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. ❑ ALL GROOVED STEEL PIPE IV4, AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND +� SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: MANUFACTURED IN ACCORDANCE WITH ASTM A-795. -~j A BA v ANY PORCHES, BALCONIES OR OVERHANGS THAT ARE NON-COMBUSTIBLE AND ARE NOT USED FOR STORAGE. d ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER C o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST 50X OPEN. WAFS STANDARDS, SPRINKLER HEAD o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE REQUIREMENTS OF ASME A17.1. ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B16.3, CAST III AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT DO NOT IRON CLASS 125 OR CLASS 250 ANSI B16.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI ALL THREAD ROD STEEL PIPE CONTAIN COMBUSTIBLE HYDRAULIC FLUID. 816.3. - 9' LONG WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO %' FOR %' TO 4' PIPE x DESIGNER MUST HAND LIST PIPE TOP BEAM CLAMP SPRINKLER HEAD HANGER RING VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS AS REQUIRED BY FS 633. ❑ ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI )/2' FOR 5' TO 8' PIPE vw ROUND TO NEXT LARGEST 'A' DIMENSION (I EACH END) 816.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. SCH 40 OR SCH 30 PIPE SCH 10 OR SCH 7 PIPE A*)K 1' 11 1/4' 1 1/2' 2' 2 1/2' 3' 4' 6' 8' 2'-0' ,I1 ;12 ,12 ,13 .13 ,15 .17 7-7-77!j� ,24 .38 T-0' ,17 .18 ,18 .20 20 .?2 ,2636 TIME OF TEST - ,48 4'-0' ,22 ,24 .24 .26 ,27 ,29 .34 48 `�,64 j T-0' ,28 ,29 ,30 ,33 ,34 ,37 ,43 59 .80 6'-0' E, 34 35,36 165° . ,39 Al , ,44 i ,51 ;[71].: 7 -0 i liy-l' 4�y i4-�-'/ 5 (60;. 83 .113 8'-0' 45 .47 49 52 54 59 1.29 Automatic Fire Sprinklero, Inc. 00583N * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18" AND NOT MORE �'- THAN 48 ABOVE THE LEVEL OF THE ADJACENT GRADE.❑ ALL 11'a" TO 4" GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND * QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS. MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL * SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES MOOSE, WHEATLAND, ALLIED AND WELDED TUBE -BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. - _ AS FOLLOWS: n LESS THAN 300 - 6, SPRINKLERS ALL GROOVED STEEL PIPE 6" AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND. o 300 TO 1000 - 12 SPRINKLERS MANUFACTURED IN ACCORDANCE WITH ASTM A-135. III OVER 1000 - 24 SPRINKLERS REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. ❑ ALL GROOVED STEEL PIPE IV4, AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND +� SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: MANUFACTURED IN ACCORDANCE WITH ASTM A-795. -~j A BA v ANY PORCHES, BALCONIES OR OVERHANGS THAT ARE NON-COMBUSTIBLE AND ARE NOT USED FOR STORAGE. d ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER C o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST 50X OPEN. WAFS STANDARDS, SPRINKLER HEAD o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE REQUIREMENTS OF ASME A17.1. ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B16.3, CAST III AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT DO NOT IRON CLASS 125 OR CLASS 250 ANSI B16.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI ALL THREAD ROD STEEL PIPE CONTAIN COMBUSTIBLE HYDRAULIC FLUID. 816.3. - 9' LONG WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO %' FOR %' TO 4' PIPE x DESIGNER MUST HAND LIST PIPE TOP BEAM CLAMP SPRINKLER HEAD HANGER RING VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS AS REQUIRED BY FS 633. ❑ ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI )/2' FOR 5' TO 8' PIPE vw ROUND TO NEXT LARGEST 'A' DIMENSION (I EACH END) 816.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. TABLE 3 - MAXIMUM SUPPORT SPACING NOM, PIPE SIZE A Bg C 1' T-0' MAX, TRAPEZE BAR•(PIPE) (SELECTED ACCORDING TO CHART AT LEFT) HANGER RING PIPE SIZE 1y4' 4,-0' MAX, (SIZED TO PIPE) XX IY2' SCH, 30/40 (MODULUS LESS XX�. 2Y2' SCH, 40 (MODULUS MORE THAN ,56 IT -O' MAX, THAN OR EQUAL TO ,33) REMOVED AND PLUGGED SPRINKLER HEAD AND LESS THAN OR EQUAL TO 1,05) XX 2' SCH, 30/40 (MODULUS MORE THAN ,33 AND LESS THAN OR EQUAL TO ,56) �; `' 'XX„ '3' SCH, 40 (MODULUS MORE THAN 1,05 AND LESS THAN OR EQUAL TO 1,72) I nrvnHIT Yn.IrI IFnrn STATIC PRESSURE - - WAMr.I=P finlP TABLE 3 - MAXIMUM SUPPORT SPACING NOM, PIPE SIZE A Bg C 1' T-0' MAX, 124' MAX, 3' MIN. 1y4' 4,-0' MAX, 12-0 ,, MAX, 3' MIN, IY,TO 8' 54' MAX, IT -O' MAX, 3 MIN. ❑ ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE SCOPE OF WORK DETAILS/NOTES, WAFS TO ADD AND RELOCATE 6 SPRINKLERS AND PLUG 3 SPRINKLERS FOR NEW DEMISING WALL, AND NEW RESFROOM BEING ADDED. ALL WORK IS TO BE IN ACCORDANCE WITH NFPA 13 2010 ED, WITH ANSI 816.11. (� GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH DAMAGES, LUSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. ❑ ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN �- ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. MT GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153. i [] ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. FIRE SPRINKLER DETAILS SCOPE OF WORK DETAILS/NOTES, WAFS TO ADD AND RELOCATE 6 SPRINKLERS AND PLUG 3 SPRINKLERS FOR NEW DEMISING WALL, AND NEW RESFROOM BEING ADDED. ALL WORK IS TO BE IN ACCORDANCE WITH NFPA 13 2010 ED, LEGEND CUNTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FRUIT WAFS WILL DE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPUS ORE TO WAFS, AND 'WILL ENTITLE WAFS TO FURTHER CUMPENSATIUN AT RATES TO BE AGREED UN EXISTING PIPE DAMAGES, LUSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. NEW PIPE DEFLECTOR TO BE V-12' BELOW CEILING NEW HANGER �- MECHANICAL TEE MT NEW SPRINKLER HEAD DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER HO APPKUVCD ARCHITECTURAL, STRUCTURA4 MEP OR CIVIL RELOCATED SPRINKLER HEAD R O REMOVED AND PLUGGED SPRINKLER HEAD Pim; NOT IN SCOPE OF CONTRACT FIRE PUMP - WAFS POLICY ON REUSING SPRINKLERS NFPA 13 INDICATES THAT ALL SPRINKLERS SHALL BE NEW, IN THE 2013 EDITION, ALTHOUGH NOT YET ADOPTED, SECTION 6,211 INDICATES 'WHEN A SPRINKLER HAS BEEN REMOVED FOR ANY REASON, IT SHALL NOT BE REINSTALLED WAFS POLICY IS TO REPLACE ANY SPRINKLER THAT HAS BEEN REMOVED FROM THE FITTING TO WHICH IT WAS ATTACHED. IF THE SPRINKLER REMAINS IN THE FITTING TO WHICH IT WAS INSTALLED AND THE SPRINKLER IS PROTECTED FROM DAMAGE THROUGHOUT THE PROCESS, THAT SPRINKLER MAY REMAIN. FRE SPPINKLEP PLAN SCALE 1/4" = 1 '-0" SCALE 1/4' = 1' C:\Users\cjweI1s\Desktop\87220 FP1.dwg, 87220 FP1, 7/6/2017 11:12:15 AM EXISTING RISER NEW DEMISING A I A it To 0 ALL CEILINGS R 9'-10" AFF DICK L 14'-0' AFF MAIN AND BRANCH LINE PIPE R 10'-6" AFF ORLANDO SERVICE DEPT O I NI P O P'T' A N `I' O W t 4 EL _:[ L INF O :FZ NI .El [ I O N THIS DRAWING 13 BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADU'PIED EDITION (EITHER STATE OR LOCAL) OF NEPA 25 AS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION 4.1, THE RESPUNSIBILLTY FUR PROPERLY MAINTAINING A WAILR BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER. IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPPLET ANB,UR IS NOT FAMILIAR WITH THE UPERAIIUN AND MAINTENANCE OF THIS SYSTEM, PLEASE CU TACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CI" VC C'ONIPA 1'.lI3ILI I Y NC7'I'ICIDI- CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION, RE -PIPE AMU REPAIR: CPVC PRODUCTS ARE IDEALLY SUITED FOR INOSE APPLICATIONS DUE TO THEIR OUTSTANDING CURRUSIUN RESISTANCE. OCCASIONALLY ti' HOWEVER CPVC ' CAN DC DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS tlEi SOHE 'AIRES, FLUX, PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS IHRCAD SEALANTS, LEAK DETECTORS, FIRESIUPS, ETC, ANY PRODUCT THAI COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCURvAINCE WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT WWWSYSTEMCUMPATIBLE.COM C(DYR, ?. l'1' ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND CAN% INCLUDING CUMPUTER PRUGRAMS PURSUANT IU THIS PROJECT ARE .AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. tWAFE S) AS INSTRUMENTS OF SERVICE. THEY ARE NUT IITCNDED, FOR REPRESENTED TO BE SUITABLE FOR RUSE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FUR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION OF THE INFORMATION CUNTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FRUIT WAFS WILL DE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPUS ORE TO WAFS, AND 'WILL ENTITLE WAFS TO FURTHER CUMPENSATIUN AT RATES TO BE AGREED UN BETWEEN WAFS AND IHE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FRUM ANY AND ALL CLAIMS, DAMAGES, LUSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. 6' DEFLECTOR TO BE V-12' BELOW CEILING C,FZAPIIICS E lrE NIL N I' 11-F0111'G FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BURROWED FROM THE ARCHITECIURAL, CIVIL, STRUCTURAL, OR MEP DRAWINGS, THESE REFERENCE BACKGROUND ELEMENTS ARE FUR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. [HE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FUR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER HO APPKUVCD ARCHITECTURAL, STRUCTURA4 MEP OR CIVIL llIRAW1NGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND 1NFgRMATIgN THAT MAY BE UTILIZED 1N FIRE SPRINKLER DRAWINGS Oft DETAILS OCCUPANCY, B WATER SUPPLY INFORMATION DROUGHT OR i ACTUAL EXTRAPOLATED FIRE PUMP - (AS REQ'D BY AHJ> SIZE, GPM @ PSI - STATIC PRESSURE - - HYDRANT ELEV, - RESIDUAL PRESSURE - - llATE OF TEST - FLOW IN GPM - - TIME OF TEST - PITOT READING - NUMBER OF PORTS FLOWED _ TEST PROVIDED BY -- - HYDRANT LOCATION OR NUMBER DESIGN CRITERIA SYSTEM / DESIGN _ SYMB, IST 2ND 3RD AREA # SIN SIZE K TEMP HAZARD CLASS - 6 # OF SPRINKLERS I/2' 5.6 165° RELIABLE MODEL G SR CHROME PENDENT WIIH CHROME 2PC CUP 6 SKIRT ESCUTCHEON IN DESIGN AREA _ MINIMUM DENSITY - DESIGN AREA S.F. - PSI REQ'D @ BASR - GPM REQ'D @ BASR - PSI REQ'D @ TEST - 1 GPM REQ'D @ TEST - ELEVATION @ HIGHEST SPRINKLER - ' HOSE INSIDE/OUTSIDE - 165° EXISILK SR CHROME PENDENT DOMESTIC DEMAND - TI SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS O 15' 6' DEFLECTOR TO BE V-12' BELOW CEILING CITY OF SANFORD CONTRACT # 87220 CENTER OF TILE JOB7 ❑YES NO CENTER ON FIXTURES JUB7 ❑ YES JNU SHEET If F1113 CONSTRUCTION TYPE, OCCUPANCY, B r--- QUANTITY ---I SPRINKLERS SYMB, IST 2ND 3RD 4TH SIN SIZE K TEMP MODEL `J 6 R1015 I/2' 5.6 165° RELIABLE MODEL G SR CHROME PENDENT WIIH CHROME 2PC CUP 6 SKIRT ESCUTCHEON 1 t � 1/2' 5,6 165° EXISILK SR CHROME PENDENT 6 - - - TOTAL PER FLOOR 6 TOTAL THIS SHEET DATE SUBMITTALS BY XX/XX/XX -- - NO. DATE REVISIONS BY / 1 \ XX/XX/XX -- - a WAYNE Automatic Fire Sprinklers, Inc. MAIN OFFICE m ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLORIDA 34761 PHONE: (407) 656-3030 FAX: (407) 656-6026 JACKSONVILL F- FIL TAMPA, FIL DPOWANO BEACK FL 11326 DISTRIBUTION AVE. WEST 3226 CHERRY PALM DRIVE 3121 NW 16TH TERRACE JACKSONVILLE, FL 32256-2745 TAMPA, FL 33619-8337 POMPANO BEACH, FL 33064-1408 PHONE (904) 268-3D30 PHONE (813) 630-0303 PHONE (954) 917-3030 FAX: (904) 268-0724 FAX: (813) 630-0312 FAX: (954) 917-9424 FT. MYERS, IFIL CONCEIT, NC STATE LICENSES: 4683 LAREDO AVE 4370 MOTORSPORT DRIVE NC SPRINKLER: 29745 FT. MYERS, FL 33905-4924 CONCORD, NC 28027-8977 NC ALARM: 29222 SP LV PHONE: (239) 433-3030 PHONE (704) 782-3032 SC SPRINKLER: 1116 FAX: (239) 433-3263 FAX: (704) 795-6038 SC ALARM: 3305 H&O" R 'E"'ILOCM 3607 ORLANDO DRIVE SANFORD, FL 32773 - -- - - RETAIL CONSTRUCTION ADVISORS 1741 PALMER AVE. WINTER PARK, FL 32789 SHEET TITLE, FIRE SPRINKLER PLAN DRAWN BY, CORI WELLS TOTAL A/S: 6 DATE, 7/3/2017 AHJ, CITY OF SANFORD CONTRACT # 87220 CENTER OF TILE JOB7 ❑YES NO CENTER ON FIXTURES JUB7 ❑ YES JNU SHEET If F1113 CONSTRUCTION TYPE, OCCUPANCY, B 3653 South 'y i / v11i�1 / vu Orlando Drive, Suite 15, Sanford, FL 32773 i��l��r��rr�����i��c�rn�� ��M��o� �c�GicW<<� pr�c���c�4 lu'd'a OO DOOR NUMBER MILLWORK ELEVATION zi Toa TOILET ACCESSORIES 0o PARTITION TYPE 1 1 1 1 -HOUR PARTITION X1 X1 EXISTING 1 -HOUR PARTITION X2 X2 EXISTING 2 -HOUR PARTITION � C � EXISTING COLUMN GRID C ooRDD8� �Hsu o� ��arG� � DIRECTION OF VIEW SECTION NUMBER 0.0. CROSS REFERENCE SHEET oao�dong �c�c��oOO� co, � DIRECTION OF VIEW SECTION NUMBER 1 1 o.o CROSS REFERENCE SHEET o.o V � DIRECTION OF VIEW ELEVATION NUMBER a-� CROSS REFERENCE SHEET PROJECT NAME: HR Block ?`?? Shopping Center 3653 South Orlando Drive Suite 15 Sanford, FL 32773 PROJECT DESIGNED IN ACCORDANCE WITH: 2014 FLORIDA BUILDING CODE (FBC) w/ 2012 SUPPLEMENTS 5TH ADDITION OF FLORIDA FIRE PREVENTION CODE (FFPC) 2014 FLORIDA MECHANICAL CODE (FMC) 2014 FLORIDA PLUMBING CODE (FPC) 2011 NATIONAL ELECTRICAL CODE (NEC) 2014 FLORIDA ACCESSIBILITY CODE - ADA 2014 FLORIDA ENERGY CODE OCCUPANCY TYPE. GROUP B - BUSINESS ACCOUNTING OFFICE CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE IIB, FULLY SPRINKLERED INTERIOR FINISH OUT MAXIMUM TRAVEL DISTANCE = 150' MAX. W/ SPRINKLERS OCCUPANT LOAD / BUILDING AREA: TAX AREA 925 S.F. @ 1/100 ACOUS. ACOUSTICAL MACH. MACHINE ADJ. ADJUSTABLE MAX. MAXIMUM A.F.F. ABOVE FINISH FLOOR MECH. MECHANICAL ALUM. ALUMINUM MEMB. MEMBRANE ALT. ALTERNATE MET. METAL APPROX. APPROXIMATE MFR. MANUFACTURER ARCH. ARCHITECT (URAL) MH. MANHOLE BD. BOARD MIN. MINIMUM BLDG. BUILDING MIR. MIRROR BLK. BLOCK MISC. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED BM. BEAM MUL. MULLION BOT. BOTTOM M. R. MOISTURE RESISTANT BRG. BEARING M. W. MICROWAVE OVEN CAB. CABINET N. NORTH CEM. CEMENT NC NON-COMBUSTIBLE CER. CERAMIC N.I.C. NOT IN CONTRACT C.I.P. CAST IN PLACE NO. OR # NUMBER C. J. CONTROL JOINT N.T.S. NOT TO SCALE CLG. CEILING O.T.U. OUT TO OUT CLO. CLOSET 0. C. ON CENTER CLR. CLEAR 0. D. OUTSIDE DIAMETER C.M.U. CONCRETE MASONRY UNIT O. F. 0. 1. OWNER FURNISH GENERAL INSTALL COL. COLUMN O. F.0.1. OWNER FURNISH OWNER INSTALL COMP. COMPOSITION OFF. OFFICE CONC. CONCRETE OPER. OPERABLE CONT. CONTINUOUS OPNG. OPENING CORR. CORRIDOR OPP. OPPOSITE CTSK. COUNTERSUNK PL. PLATE CNTR. COUNTER P. LAM. PLASTIC LAMINATE CTR. CENTER PLAS. PLASTER CU. FT. CUBIC FOOT PLYWD. PLYWOOD CT. YD. CUBIC YARD PR. PAIR DBL. DOUBLE P.T.D. PAPER TOWEL DISPENSER DEPT. DEPARTMENT P.T.D./R. COMBINATION PAPER TOWEL D.F. DRINKING FOUNTAIN DISPENSER AND RECEPTACLE DET. DETAIL PTN. PARTITION DIA. DIAMETER P. B. PUSH BUTTON DIM. DIMENSION Q. T. QUARRY TILE DISP. DISPENSER R. RISER DN. DOWN RAD. RADIUS DR. DOOR R. D. ROOF DRAIN DWR. DRAWER REF. REFERENCE DWG. DRAWING RESIST. RESISTANT E. EAST REV. REVISION EA. EACH REFR. REFRIGERATOR E. J. EXPANSION JOINT REINF. REINFORCED/REINFORCING ELAST. ELASTOMERIC REQ. REQUIr?"=D EL. ELEVATION RESIL. RESILIENT ELEC. ELECTRICAL RM. ROOM ELEV. ELEVATOR R. 0. ROUGH OPENING EMER. EMERGENCY R.J. RUSTICATION JOINT ENCL. ENCLOSURE S. SOUTH EQ. EQUAL S. C. SOLID CORE EQPT. EQUIPMENT SCHED. SCHEDULE E.W.C. ELECTRIC WATER COOLER S. D. SOAP DISPENSER EXST. EXISTING SECT. SECTION . EXPO. EXPOSED SH. SHELF EXP. EXPANSION SHR. SHOWER EXT. EXTERIOR SH T. SHEET F.A. FIRE ALARM SIM. SIMILAR F.D. FLOOR DRAIN SP. SPACES F.F. FINISH FLOOR SPEC. SPECIFICATION FUN. FOUNDATION SQ. SQUARE F. E. FIRE EXTINGUISHER S.S. STAINLESS F.E.C. FIRE EXTINGUISHER CABINET S. SK. SERVICE, SINK FIN. FINISH STA. STATION FL. FLOOR STD. STANDARD FLASH. FLASHING STL. STEEL FLEX. FLEXIBLE STOR. STORAGE F. R. FIRE RATED STR. STRUCTURAL FRP FIBERGLASS REINFORCED PLASTIC SUSP. SUSPENDED FT. FOOT OR FEET SYM. SYMMETRICAL FTG. FOOTING T. TREAD FURR. FURRING T. B. TOWEL BAR F. R. FIRE RATED T.C. TOP OF CURB F. V. FIELD VERIFY TEL. TELEPHONE GA. GAGE TEMP. TEMPERED GALV. GALVANIZED TEN. TENANT G.B. GRAB BAR TER. TERRAllO G.C. GENERAL CONTRACTOR T.& G. TONGUE AND GROOVE GL. GLASS THK. THICK GLAZ. GLAZING T.P. TOP OF PAVEMENT GND. GROUND T.W. TOP OF WALL GR. GRADE TYP. TYPICAL: GYP. GYPSUM T.O.B. TOP OF BRICK H.C. HOLLOW CORE T.O.C. TOP Or CEILING HDWD. HARDWOOD T.O.M. TOP Or MASONRY H.E.W.C. HANDICAP ELECTRIC WATER T.O.P. TOP OF PLATE COOLER T. 0. S. TOP OF STEEL H.M. HOLLOW METAL UNF. UNFINISHED HORIZ. HORIZONTAL U.O.N. UNLESS O-rHER`NISE NOTED H. 0. HOLD OPEN UR. URINAL HT. HEIGHT VERT. VERTICAL H. V. A. C. HEATING/VENTILATION/AIR VEST. VESTIBULE CONDITIONING W. WEST 1. D. INSIDE DIAMETER W/ WITH INSUL. INSULATION W. C. WATER "CLOSET INT. INTERIOR WD. WOOD JAN. JANITOR W/0 WITHOUT JST. JOISTS W.R. WATER RESISTANCE JT. JOINTS WSCT. WAINSCOT LL / L.L. LANDLORD WT. WEIGHT LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LEV. LEVEL LT. LIGHT L.S.D. LIQUID SOAP DISPENSER K. P. KEYPAD OO DOOR NUMBER MILLWORK ELEVATION zi Toa TOILET ACCESSORIES 0o PARTITION TYPE 1 1 1 1 -HOUR PARTITION X1 X1 EXISTING 1 -HOUR PARTITION X2 X2 EXISTING 2 -HOUR PARTITION � C � EXISTING COLUMN GRID C ooRDD8� �Hsu o� ��arG� � DIRECTION OF VIEW SECTION NUMBER 0.0. CROSS REFERENCE SHEET oao�dong �c�c��oOO� co, � DIRECTION OF VIEW SECTION NUMBER 1 1 o.o CROSS REFERENCE SHEET o.o V � DIRECTION OF VIEW ELEVATION NUMBER a-� CROSS REFERENCE SHEET PROJECT NAME: HR Block ?`?? Shopping Center 3653 South Orlando Drive Suite 15 Sanford, FL 32773 PROJECT DESIGNED IN ACCORDANCE WITH: 2014 FLORIDA BUILDING CODE (FBC) w/ 2012 SUPPLEMENTS 5TH ADDITION OF FLORIDA FIRE PREVENTION CODE (FFPC) 2014 FLORIDA MECHANICAL CODE (FMC) 2014 FLORIDA PLUMBING CODE (FPC) 2011 NATIONAL ELECTRICAL CODE (NEC) 2014 FLORIDA ACCESSIBILITY CODE - ADA 2014 FLORIDA ENERGY CODE OCCUPANCY TYPE. GROUP B - BUSINESS ACCOUNTING OFFICE CONSTRUCTION TYPE: EXISTING CONSTRUCTION TYPE IIB, FULLY SPRINKLERED INTERIOR FINISH OUT MAXIMUM TRAVEL DISTANCE = 150' MAX. W/ SPRINKLERS OCCUPANT LOAD / BUILDING AREA: TAX AREA 925 S.F. @ 1/100 S.F. = 9 BACK OF HOUSE 187 S.F. @ 1/100 S.F. = 2 TOILET 39 S.F. @ 1/100 S.F. = 1 TOTAL 1,151 S.F. SCOPE OF WORK: INTERIOR FINISH OUT OF 1,224 S.F. MAY 2 4 2017 A.1 FLOOR PLAN & NOTES A.2 CEILING PLAN & NOTES E.0 ELECTRICAL SPEC E.1 ELECTRICAL PLAN P.1 PLUMBING PLAN HR BLOCK OCCUPANTS 11 r 1 TO SE A GOI`►GYRO ANO NOT - .4ur_c� SIdA1-�- gF oR 5E -c p,FtFlM1(In,� �DWICN"(Flfr`NOAIJC V ,.1^11GAL viOl�VE GANGFL, FCG �IGEIJ•'E 1 { r IME PROVISIOPI Oo A PE MIT PREVSi' AVTNOR. ' R ASIO� A�II� ,HALL I cFjICIAI. FROM ORS IN pLANS, coo TFiE 00k1-- cOB EG*VIO 0O Ns of TNIs coop .,MUGT10c1OH 0 11 DIL�r�lp PERMIT #___ /7- General Notes 1. Contract documents to be utilized for the purpose of this 5. All installations shall comply with all local and national codes project will be AIA Documents A101, standard form of and with the requirements of the Landlord and ilehant. All work agreement between owner and contractor and A201, general shall include the completion of such details not' mentioned or conditions of the contract for construction. shown which are necessary for the successful operation of all systems shown. 2. All existing conditions shall be verified by the General Contractor. Failure to verify the existing conditions 6. Contractor or subcontractors wishing to substitute materials shall not relieve General Contractor of any expenses must submit two sets of shop drawings or specifications to or responsibilities resulting from that failure. Project Manager for approval. (No Exceptions). 3. Each contractor is responsible for obtaining all necessary 7. All work to be guaranteed for one year or according to building permits, licenses and certificates of occupancy. manufacturer's guarantee, whichever is longer, except A/C Copies of permits are to be posted prior to commencing unit compressor which shall be guaranteed for a minimum work. One approved set of drawings shall be kept on the of five years. premises at all times. 8. All Sub -Contractors are to receive full working Drawings from 4. Each contractor is responsible for the contents of the Lease Agreement between the Landlord and Tenant, as it relates and Consr uction.t the General Contractor for Bidding , to the construction and insurance requirements. 1. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 2. G.C. SHALL VERIFY, COORDINATE AND/OR INSTALL ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER GOVERNING MUNICIPALITY. 3. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION. PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 4. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. 5. DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A10BC (NFPA 10) WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 6. CONTACT OPERATING MANAGER REGARDING FIRE ALARM REQUIREMENTS AND INSTALLATION. INSTALLATION AND DEVICES AT TENANT'S EXPENSE. TENANTS SPACE MUST MEET A.D.A. FIRE ALARM REQUIREMENTS. SMOKING IS PROHIBITED IN ALL ENCLOSED PUBLIC PLACES & IN ALL ENCLOSED AREAS WITHIN PLACES OF EMPLOYMENT IN ACCORDANCE WITH CLEAN INDOOR AIR ORDINANCE TENANT IMPROVEMENT TO EXISTING TERRACE LEVEL SPACE 1.• IMPROVEMENTS TO INCLUDE NEW CONSTRUCTION AS INDICATED ON DRAWINGS . LAYING OUT THE EXAM ROOMS, RETAIL AND OFFICES & ADDING A BATHROOM. 2. STRUCTURAL ISSUES ARE A NON -FACTOR, AS NO STRUCTURAL MODIFICATIONS ARE PROPOSED UNDER THIS SUBMITTAL FOR BUILDING PERMIT. 3. NO MODIFICATIONS TO EGRESS UNDER THIS APPLICATION 11 PERSONS X .2/PERSON = 2.2" 2 EXISTING EXITS PROVIDED W/ 36" WIDE EXIT DOORS. 4. WIDTH OF EXIT PASSAGEWAY W/ MORE THAN 50 = 44" HE ARCHITECT IS NOT RESPONSIBLE_ FOR ,CCESSIBILITY STANDARDS/ADA UTSIDE OF LEASE SPACE. POR c MPUANCE MINER �J J / DAIS ft E L U CAS R CHITECTU . 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey©treylucas.com www.treylucas.com Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 L ••e "•sr G..��� �TER� 5.17.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS 'ri t1 e: INDEX LEGEND ABBREVIATIONS Scale: N.T.S. Drawing No. PERMIT # (7 11It"" .1 of: Issue Date 5.17.17 I E 0 4= C1 0 CLOSURE SINGLE PIPE MULTI -PIPE DUCT PENETRATION 4 5 PENETRATION 6 PENETRATION STRUCTURE ABOVE PARTITION RATING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER 1 (HIGHEST) 2 HOUR FIRE RATED WALL OR SHAFTWALL 2 1 HOUR FIRE/SMOKE BARRIER 3 1 HOUR FIRE RATED WALL 4 NON -RATED SMOKE PARTITION 5 SIDE OF WALL NON -RATED ACOUSTICAL WALL 6 NON -RATED NON -ACOUSTICAL 7 (LOWEST) N ¢O O <0 F MECH. & ELEC. BOXES 9 16 IN. MAX. SINGLE SQ. BOX. AGGREGATE AREA NOT TO EXCEED 100 SQ. IN. PER 100 S.F. WALL 00o CEIkINqII LIN 1 11 2 0 - 0 SIM. 3 C TR 1 J I T PARTITION RATING PRIORITY 2 HOUR FIRE/SMOKE RATED BARRIER 1 (HIGHEST) 2 HOUR FIRE RATED WALL OR SHAFTWALL 2 1 HOUR FIRE/SMOKE BARRIER 3 1 HOUR FIRE RATED WALL 4 NON -RATED SMOKE PARTITION 5 SIDE OF WALL NON -RATED ACOUSTICAL WALL 6 NON -RATED NON -ACOUSTICAL 7 (LOWEST) BOX UlCLOSURE 7 FLOOR PENETRATION � DEEP BOX L --FLUOR PENETRATION STRUCTURE PENETRATION FIRE RATED PARTITION DETAIL REFERENCE ELEVATION 1/4" = 1'-0" 3" = 1'-0" 5/8" F.R. GYP. BD. EA. SIDE (2 LAYERS EA. SIDE @ 2 HR. PARTITIONS) BOX PENETRATION OVER 16 SQ. IN. DEPTH EQUALS STUD DEPTH LAMINATED 5/8" F.R. GYP. BD. WRAP 5/8" F.R. GYP. BD, AROUND STUD ® HEAD, JAMB & SILL OF CUT OUT. RUNNER TRACK ABOVE AND BELOW PENETRATION NX z IQ ,�, Immimm 3" = 1'-0" PACK VOIDS TIGHT W/-\ MINERAL WOOL BATTS \ TOP OF STUD \\\ o ~ a 4 N U L# - U425 '8" F.R. GYP. BD. EACH )E (2 LAYERS EACH SIDE 2 HR. PARTITION) ADER TRACK ABOVE & LOW DUCTWORK CUTOUT ZE RESISTANT SEALANT CH SIDE OF WALL DUCT DAMPER @ LOCATIONS SHOWN ON MECH. PLANS OR REQ'D. BY CODE CK VOIDS TIGHT WITH FERAL WOOL BATTS TAL STUDS N DETAIL NOTE: FIT GYP. BD. -J IN DECK FLUTES TO MAINTAIN 3/4" ,MAX. SEPERATION BET'WN. BOTTOM OF DECK & TOP OF GYP. BD. AT RATED WALLS CLOSURE DETAIL 3" = 1'-0" w F 0 Or ,J 1 5/8" F.R. GYP. BD. EACH SIDE (PROVIDE 2 LAYERS O 2 HR. PARTITION) METAL STUD METAL CORNER BEAD (TYP) 3" = 1'-0" UL# - U425 IIrLL OR CONDUIT RESTOP ,OCR SLAB _..__ . ...-TAL FORMS AS REQUIRED PIPE PENETRATION DETAIL UL# - WL7007 3" = 1'-0" STUD TRACK W/ 2" FLANGES SECURED TO STRUCTURAL DECK W/ STEEL FASTENERS AT 12" O.C. SEAL PERIIMETER EACH SIDE W/ SEALANT (MIN. 1/2" THICK F.R. SEALANT @ RATED WALLS) MET. STUD NOT ANCHORED TO TRACK FOR PERIMETER RELIEF 5/8" GYP. BD. - PROVIDE (2) LAYERS EA. SIDE ® 2 HR. PARTITION ANCHOR SCREW UL# - HWD0003 U L# - CAJ 1140 5/8" F.R. GYP. BD. - (2 LAYERS EA. SIDE O 2 HR. PARTITION) METAL STUD BED GYP. BD. IN PERIMETER SEALANT (F.R. SEALANT @ RATED WALLS) "/7/ STUD TRACK ANCHORED TO FLOOR STRUCTURE ill' l 0111nll II; I I -ME I �.. NOTES 5/8" F.R. GYP. BD. EACH SIDE (2 LAYERS EACH SIDE © 2 HR. PARTITION) HEADER TRACK ABOVE & BELOW PIPE CUTOUT FIRE RESISTANT SEALANT EACH SIDE OF WALL SINGLE PIPE OR CONDUIT RIGIDLY SUPPORTED FIRESTOP COLLAR AT LARGE NONMETALLIC PIPE METALLIC SLEEVE AT VENTED NONMETALLIC PIPING SYSTEMS METAL STUDS SEAL PERIMETER WITH FIRE RATED SEALANT -�O INTERIOR PARTITION X REF. PLANS FOR TYPES w & LOCATIONS oV) Z: N ¢O O <0 F MECH. & ELEC. BOXES Wo 16 IN. MAX. SINGLE SQ. BOX. AGGREGATE AREA NOT TO EXCEED 100 SQ. IN. PER 100 S.F. WALL r 1 1/2" = 1'-0" Ill - U425 5/8" F.R. GYP. BD. EACH SIDE (2 LAYERS EACH SIDE 2 HR. PARTITION) HEADER TRACK ABOVE & BELOW PIPE CUTOUT PACK VOIDS TIGHT WITH MINERAL WOOL BATTS —MULTIPLE PIPES OR CONDUIT RIGIDLY SUPPORTED FIRE RESISTANT SEALANT EACH SIDE OF WALL STEEL WIRE MESH (WHERE REQUIRED) METAL STUDS SINGLE PIPE PENET TION PLE PIPEPENETRATION UL# - WL2098 3" 0 1'-0" UL# - WL8004 FL2128 UL# - WL1057 FL2078 11085 FIRE RESISTANT SEALANT BOTH SIDES SINGLE OR MULTIPLE METAL EDGE TRIM METALLIC PIPE OR CONDUIT 3" = 1'-0" FIRE RESISTANT SEALAI FLUSH W/ TOP SURFA( OF FLOOR OR W/ BOTI• SURFACES OF WALL PACK VOIDS TIGHT W/ MINERAL WOOL BATTS MINIMUM 4 1/2" THICK CONCRETE WALL OR FLOOR OR UL CLASS- IFIED CONCRETE BLOCKS 3" = 1'-0" U L# - CAJ 1149 U L# - CAJ 8041 1. PENETRATION DETAILS 1 THROUGH 9 ARE FOR CONDUIT, PIPE, DUCT, ETC. PENETRATIONS THROUGH FIRE RATED PARTITIONS AND ARE GENERIC IN NATURE. THE CONTRACTOR IS REQUIRED TO SUBMIT FOR APPROVAL, TO THE ARCHITECT, DETAILS SPECIFIC TO THE SEALANT AND FIRE—PROOFING MATERIAL MANUFACTURER'S TESTED AND APPROVED SYSTEMS INCLUDING SPECIFIC TEST DATA. 2. CLOSURE DETAILS 10 & 11 ARE TYPICAL FOR ALL FULL—HEIGHT RATED & NON—RATED PARTITIONS (REFER PARTITION TYPES). 3. DETAILS & U.L. DESIGN NUMBERS SHOWN ARE REPRESENTATIVE OF THE MOST TYPICAL CONDITIONS ONLY AND OTHER ASSEMBLIES MAY BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SELECT, SUBMIT & INSTALL U.L. DESIGNS THAT ARE APPROPRIATE FOR ANY GIVEN CONDITION TO ACHIEVE THE REQUIRED FIRE—RESISTANCE RATING. 3/8.-4� EA.SIDE (2 LAYERS 2 HR. PARTITIONS) WALL CONTROL JOINT 3" = 1'-0" UL# - WWS0003 IBM M=7 jit-Iffif,stl 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com I ENGINek 'EER%. C INCORPORAT 1: j 0 Reeder Shawnee, KS 66203 (913)282-17' t CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 i Seal: Al fL0�� 0 0, ¢ .w 5.17.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: PENETRATION DETAILS Scale: N.T.S. Drawing No. Al 1.2of: Issue Date • 5.17.17 r FIRE MARSHAL NOTES: 1. SUBMIT DRAWINGS TO F.M. 2. (FIRE ALARM CONTRACTOR) SHALL OBTAIN A FIRE ALARM SYSTEM PERMIT FROM THE CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE ALARM PLANS INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY. NOT FOR PERMIT. 3. (FIRE SPRINKLER CONTRACTOR) SHALL OBTAIN A FIRE SPRINKLER SYSTEM PERMIT FROM CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE SPRINKLER PLAN INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY AND NOT FOR PERMIT. 4. (DOORS/HARDWARE) HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U -SHAPED HANDLES ARE ACCEPTABLE DESIGNS. RULE 120-3-20-24 (9) SHALL BE PROVIDED, FLORIDA ACCESSIBILITY CODE, 5. (EMERGENCY LIGHTING) COMPLYING WITH NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.9, 2012 EDITION, SHALL BE INSTALLED IN EACH RESTROOM. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD INSPECTION. 6. (FIRE ALARM SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH NFPA 72, 2012 EDITION. 7. (AUDIBLE/VISUAL) SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF RULE '120-3-20-.39 FLORIDA ACCESSIBILITY CODE AND NFPA 72, 2012 EDITION SHALL BE PROVIDED. 8. (FIRE SPRINKLER SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH THE DEKALB COUNTY FIRE PROTECTION AND LIFE SAFETY ORDINANCE AND NFPA _13_. THE SPRINKLER SYSTEMS SHALL BE OFF SITE MONITORED OR AT A CONSTANTLY LOCATION BY TRAINED PERSONNEL. 9. (EXIT DOORS) SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1.5.1, 2012 EDITION. 10.(FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF -2 -A -10 -BC, -2 -ARE REQUIRED AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER IS REQUIRED FOR EACH TENANT SPACE. 11. PROVIDE (SUITE DESIGNATION) ON ALL EXTERIOR DOORS; MINIMUM SIZE OF 4". 12.THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: (1) IF THE STREET NUMBER IS PLACED WITHIN 15 FEET OR LESS OF THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 4 INCHES IN HEIGHT. (2) IF THE STREET NUMBER IS PLACED MORE THAN 15 FROM THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT. INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 505.1, 2012 EDITION. 13.(DOORS) GENERAL SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1, 2012 EDITION. 14.TENANT DEMISING WALLS OR (FIRE BARRIERS) ARE TO BE -1_ HOUR FIRE RATED CONSTRUCTION THAT EXTENDS FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF OR FIRE RATED FLOOR DECK WITH ALL OPENINGS SEALED TIGHT PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.3.1.1, 2012 EDITION. 15. IDENTIFICATION OF (FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR WALLS, ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BE 2" IN HEIGHT AND SPACED EVERY 12 FT. THE FOLLOWING WORDING IS RECOMMENDED "-1-HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.2.2, 2012 EDITION. -/-tp EXIT SIGN (EX) e� F.E. FIRE EXTINGUISHER p /� EXISTING PULL STATION -STROBE SEXISTING STROBE 1 1 1 EXISTING 1 -HOUR PARTITION 12 NUMBER OF OCCUPANTS STUD BRACING TO STRUCTURE ABOVE AT 4'-0" OC PROVIDE (ALTERNATING) BRACES IN BOTH DIRECTIONS GYPSUM BOARD ONLY WHERE SCHEDULED. ALTERNATE ATTACHMENT WHERE FULL HEIGHT GYPSUM BOARD NOT INDICATED PARTITION TYPES EXIS71N0 STRUCT. ABOVE CONTINUOUS B' TRACK MOUNTED TO \ ROOF STRUCTURE W/ 08 - 20 x 3/4' / SELF TAPPING SCREWS AT 1Y O.C. REF. 3A/A.1 \ REF. 3B/A.1 CLG. MATERIAL -REFER ,-1-FINISH SCHED. k REFLECTED CLC. FOR LOCATION, TYPE & HEIGHT 8' MF,T STUDS O 18 O.C. 5/8• F.R. GYP. BD. EA. SIDE 1/4' i SOUND BATT INSULATION \-.EXISTING STRUCT. ABOVE 3 5/B' MTL STUD BRACING O 48' O.C. W/ SIMPSON HD W/ ALTERNATING BRACING IN BOTH DIRECRONS GLC. MATERIAL -REFER RM. FlNISH SCHED. h REFLECTED CLG. FOR LOCA RON, TYPE h HEIGHT SOUND BATT. INSUL WHERE SPECIFIED -REF. ROOM FIN. SCHED. -3 5/8' MET. STUDS O 18 O.C.-25 GA. -5/8' F.R. GYP. BD. EA. SIDE 7/8' CONTINUOUS 3 5/8' TRACK ATTACH W/ HILTI DN -32 O 32. O.C. CONTINUOUS B' TRACK BASE AS SCHEDULED BASE AS SCHEDULED F.F. F.F. JAIN -- 0754 & C545 1 -HOUR RAZED WALL. UL; U485 B GC TO USE I.C.B.O. RATED METAL STUDS, GC TO USE LC.8.0. RATED METAL STUDS, SUCH AS U.S.O. WITH A NER-211, 9/94 RAZING. SUCH AS U.S.G. WITH A NER-211, 9/94 RARNG. CONSTRUCTION NOTES: 1. CHANGE HVAC UNIT FILTERS AT COMPLETION OF CONSTRUCTION. 2. ALL ROOF WORK MUST BE COORDINATED WITH LANDLORD AND PERFORMED BY (LL) ROOFING CONTRACTOR, SO WARRANTY ISN'T VOIDED. 3. ALL COVER PLATES SHALL BE WHITE. 4. TYPICAL WALLS TO BE PAINTED WITH EGGSHELL FINISH UNLESS OTHERWISE NOTED (U.O.N.) 5. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS. 6. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISH. 7. CONTRACTOR TO PROVIDE DOORS, FRAMES, STOPS, MUTES, AND BUTTS THROUGHOUT FOR A COMPLETE INSTALLATION. 8. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. FINAL PROFESSIONAL CLEANUP BY G.C. 10. ALL ANGLED WALLS ARE COY 45, 90 OR 135 DEGREES U.O.N. 11, ALL PAINT ON A GYPSUM BOARD SURFACES SHALL BE 3 COATS (+/-) 1 PRIME & 2 FINISH, EXCEPT MECH. ONLY NEEDS 2. 12. NO EXPOSED P.V.C. PIPING OR EXPOSED COPPER PIPING.(NO EXCEPTIONS) 13. REFER TO MECHANICAL, ELECTRICAL & PLUMBING SHEETS FOR MEP DESIGN & SPECIFICATIONS. 14. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN. 15. ALL PARTITIONS ARE TYPE "A" UNLESS OTHERWISE NOTED (U.O.N.). 16. G.C. TO FIELD VERIFY & COORDINATE DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 18. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 19. MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 20. DIMENSIONS ARE TO THE FINISHED FACE, FACE OF MASONRY OR COLUMN LINE CENTER, U.O.N. 21. TYPICAL DOOR JAMBS ARE LOCATED 2" OFF ADJACENT WALL U.O.N. 22. G.C. TO FURNISH WALL -MOUNTED FIRE EXTINGUISHER (F.E.) (2A-10BC). ALL F.E. MUST HAVE CURRENT INSPECTION TAGS ATTACHED. 23. COVE BASE TO BE USED IN ALL AREAS, USE ROLL GOODS ONLY, NO SEAMS SHALL OCCUR WITHIN 6" OF OUTSIDE CORNER. 24. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO COMPLETE THE WORK. 25. INFORMATION CONTAINED IN THESE DOCUMENTS ARE BASED ON FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS &/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE OWNER SHALL APPROVE ADJUSTMENTS IN ACCORDANCE WITH DESIGN INTENT. IN NO CASE SHALL SAID ADJUSTMENTS REiDUCE THE QUALITY OF CONSTRUCTIONS OR REDUCE THE PROJECTS CONFORMANCE TO STATE AND LOCAL CODES AND ORDINANCES. 26. ALL TELEPHONE AND COMMUNICATIONS WIRING, WHETHER IN THIS CONTRACT OR UNDER SEPARATE CONTRACT, MUST BE AIR PLENUM APPROVED OR IN CONDUIT. 27. DO NOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FROM TREY LUCAS AT (404)378-7431 PRIOR TO CONTINUING CONSTRUCTION. 28. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT IF MOUNTING HEIGHTS AND CLEARANCES ARE IN DOUBT. 29. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS SHALL COMPLY WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. 30. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. 31. DIMENSIONS MARKED "CLEAR" INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED. ANY DISCREPANCIES MUST BE REPORTED TO TREY LUCAS ARCHITECTURE & CONSTRUCTION, LLC BEFORE CONSTRUCTION BEGINS. DO R I FLUTED STEEL ROOF OR DESCRIPTION FLOOR DECK ABOVE. 1 SET PIVOT HINGES BY STOREFRONT MANUF. 1 LOCK TUMBLER CORE BY OWNER 1 EXISTING METAL DECK ALUM NEST 3 5/8' x 18 GAUGE STUDS BETWEEN JOIST TOP CHORDS WITH 3 LOCATION #6-20 x 3/4" SELF ETAL FRAMING AT HEAD 'TO DRILLING SCREWS TOIr""�ASTEN ALLOW 1/2" DEFLECTION USING UNDERSIDE OF DECK. SHORT CUT STUDS, DOUBLE SECURE 3 5/8" x 22 TOP TRACKS OR PROPRIETARY GAUGE METAL STUDEFLECTION TRACK. BRACE AT 48" O.C. WITH GYPSUM BOARD TO #10 SCREWS AT EACH STUDS ONLY. DO NOT FASTEN END.. TO TOP TRACK. FINISH TYPICAL ATTACHMENT PARTITION HEA® DETAIL 2 FIRE MARSHAL NOTES: 1. SUBMIT DRAWINGS TO F.M. 2. (FIRE ALARM CONTRACTOR) SHALL OBTAIN A FIRE ALARM SYSTEM PERMIT FROM THE CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE ALARM PLANS INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY. NOT FOR PERMIT. 3. (FIRE SPRINKLER CONTRACTOR) SHALL OBTAIN A FIRE SPRINKLER SYSTEM PERMIT FROM CITY/COUNTY FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION. ANY FIRE SPRINKLER PLAN INCLUDED IN THIS SET OF PLANS ARE FOR REFERENCE ONLY AND NOT FOR PERMIT. 4. (DOORS/HARDWARE) HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U -SHAPED HANDLES ARE ACCEPTABLE DESIGNS. RULE 120-3-20-24 (9) SHALL BE PROVIDED, FLORIDA ACCESSIBILITY CODE, 5. (EMERGENCY LIGHTING) COMPLYING WITH NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.9, 2012 EDITION, SHALL BE INSTALLED IN EACH RESTROOM. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD INSPECTION. 6. (FIRE ALARM SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH NFPA 72, 2012 EDITION. 7. (AUDIBLE/VISUAL) SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF RULE '120-3-20-.39 FLORIDA ACCESSIBILITY CODE AND NFPA 72, 2012 EDITION SHALL BE PROVIDED. 8. (FIRE SPRINKLER SYSTEM) TO BE PROVIDED IN ACCORDANCE WITH THE DEKALB COUNTY FIRE PROTECTION AND LIFE SAFETY ORDINANCE AND NFPA _13_. THE SPRINKLER SYSTEMS SHALL BE OFF SITE MONITORED OR AT A CONSTANTLY LOCATION BY TRAINED PERSONNEL. 9. (EXIT DOORS) SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1.5.1, 2012 EDITION. 10.(FIRE EXTINGUISHERS) IN ASSEMBLY OCCUPANCIES SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF -2 -A -10 -BC, -2 -ARE REQUIRED AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE, (1) ONE FIRE EXTINGUISHER IS REQUIRED FOR EACH TENANT SPACE. 11. PROVIDE (SUITE DESIGNATION) ON ALL EXTERIOR DOORS; MINIMUM SIZE OF 4". 12.THE (STREET NUMBER/BUILDING NUMBER) MUST BE VISIBLE FROM THE STREET THAT PROVIDES DRIVEWAY ACCESS TO THE PROPERTY AND PLACED ON A CONTRASTING BACKGROUND THAT PROVIDES 24 HOUR VISIBILITY. THE STREET NUMBER MUST ALSO MEET ONE OF THE FOLLOWING SIZE REQUIREMENTS: (1) IF THE STREET NUMBER IS PLACED WITHIN 15 FEET OR LESS OF THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUMBER SHALL BE POSTED IN FIGURES AT LEAST 4 INCHES IN HEIGHT. (2) IF THE STREET NUMBER IS PLACED MORE THAN 15 FROM THE CURB OR EDGE OF PAVEMENT OF THE STREET, THE STREET NUUMBER SHALL BE POSTED IN FIGURES AT LEAST 6 INCHES IN HEIGHT. INTERNATIONAL FIRE CODE, CHAPTER 5, SECTION 505.1, 2012 EDITION. 13.(DOORS) GENERAL SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SEC. 7.2.1, 2012 EDITION. 14.TENANT DEMISING WALLS OR (FIRE BARRIERS) ARE TO BE -1_ HOUR FIRE RATED CONSTRUCTION THAT EXTENDS FROM THE FLOOR TO THE UNDERSIDE OF THE ROOF OR FIRE RATED FLOOR DECK WITH ALL OPENINGS SEALED TIGHT PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.3.1.1, 2012 EDITION. 15. IDENTIFICATION OF (FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR WALLS, ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BE 2" IN HEIGHT AND SPACED EVERY 12 FT. THE FOLLOWING WORDING IS RECOMMENDED "-1-HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", PER NFPA 101 LIFE SAFETY CODE, CHAPTER 8, SECTION 8.2.2.2, 2012 EDITION. -/-tp EXIT SIGN (EX) e� F.E. FIRE EXTINGUISHER p /� EXISTING PULL STATION -STROBE SEXISTING STROBE 1 1 1 EXISTING 1 -HOUR PARTITION 12 NUMBER OF OCCUPANTS STUD BRACING TO STRUCTURE ABOVE AT 4'-0" OC PROVIDE (ALTERNATING) BRACES IN BOTH DIRECTIONS GYPSUM BOARD ONLY WHERE SCHEDULED. ALTERNATE ATTACHMENT WHERE FULL HEIGHT GYPSUM BOARD NOT INDICATED PARTITION TYPES EXIS71N0 STRUCT. ABOVE CONTINUOUS B' TRACK MOUNTED TO \ ROOF STRUCTURE W/ 08 - 20 x 3/4' / SELF TAPPING SCREWS AT 1Y O.C. REF. 3A/A.1 \ REF. 3B/A.1 CLG. MATERIAL -REFER ,-1-FINISH SCHED. k REFLECTED CLC. FOR LOCATION, TYPE & HEIGHT 8' MF,T STUDS O 18 O.C. 5/8• F.R. GYP. BD. EA. SIDE 1/4' i SOUND BATT INSULATION \-.EXISTING STRUCT. ABOVE 3 5/B' MTL STUD BRACING O 48' O.C. W/ SIMPSON HD W/ ALTERNATING BRACING IN BOTH DIRECRONS GLC. MATERIAL -REFER RM. FlNISH SCHED. h REFLECTED CLG. FOR LOCA RON, TYPE h HEIGHT SOUND BATT. INSUL WHERE SPECIFIED -REF. ROOM FIN. SCHED. -3 5/8' MET. STUDS O 18 O.C.-25 GA. -5/8' F.R. GYP. BD. EA. SIDE 7/8' CONTINUOUS 3 5/8' TRACK ATTACH W/ HILTI DN -32 O 32. O.C. CONTINUOUS B' TRACK BASE AS SCHEDULED BASE AS SCHEDULED F.F. F.F. JAIN -- 0754 & C545 1 -HOUR RAZED WALL. UL; U485 B GC TO USE I.C.B.O. RATED METAL STUDS, GC TO USE LC.8.0. RATED METAL STUDS, SUCH AS U.S.O. WITH A NER-211, 9/94 RAZING. SUCH AS U.S.G. WITH A NER-211, 9/94 RARNG. CONSTRUCTION NOTES: 1. CHANGE HVAC UNIT FILTERS AT COMPLETION OF CONSTRUCTION. 2. ALL ROOF WORK MUST BE COORDINATED WITH LANDLORD AND PERFORMED BY (LL) ROOFING CONTRACTOR, SO WARRANTY ISN'T VOIDED. 3. ALL COVER PLATES SHALL BE WHITE. 4. TYPICAL WALLS TO BE PAINTED WITH EGGSHELL FINISH UNLESS OTHERWISE NOTED (U.O.N.) 5. REFER TO FINISHES AND MILLWORK PLANS FOR ADDITIONAL SPECIFICATIONS. 6. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISH. 7. CONTRACTOR TO PROVIDE DOORS, FRAMES, STOPS, MUTES, AND BUTTS THROUGHOUT FOR A COMPLETE INSTALLATION. 8. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 9. FINAL PROFESSIONAL CLEANUP BY G.C. 10. ALL ANGLED WALLS ARE COY 45, 90 OR 135 DEGREES U.O.N. 11, ALL PAINT ON A GYPSUM BOARD SURFACES SHALL BE 3 COATS (+/-) 1 PRIME & 2 FINISH, EXCEPT MECH. ONLY NEEDS 2. 12. NO EXPOSED P.V.C. PIPING OR EXPOSED COPPER PIPING.(NO EXCEPTIONS) 13. REFER TO MECHANICAL, ELECTRICAL & PLUMBING SHEETS FOR MEP DESIGN & SPECIFICATIONS. 14. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN. 15. ALL PARTITIONS ARE TYPE "A" UNLESS OTHERWISE NOTED (U.O.N.). 16. G.C. TO FIELD VERIFY & COORDINATE DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 17. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 18. REFER TO ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 19. MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. 20. DIMENSIONS ARE TO THE FINISHED FACE, FACE OF MASONRY OR COLUMN LINE CENTER, U.O.N. 21. TYPICAL DOOR JAMBS ARE LOCATED 2" OFF ADJACENT WALL U.O.N. 22. G.C. TO FURNISH WALL -MOUNTED FIRE EXTINGUISHER (F.E.) (2A-10BC). ALL F.E. MUST HAVE CURRENT INSPECTION TAGS ATTACHED. 23. COVE BASE TO BE USED IN ALL AREAS, USE ROLL GOODS ONLY, NO SEAMS SHALL OCCUR WITHIN 6" OF OUTSIDE CORNER. 24. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO COMPLETE THE WORK. 25. INFORMATION CONTAINED IN THESE DOCUMENTS ARE BASED ON FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS &/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE OWNER SHALL APPROVE ADJUSTMENTS IN ACCORDANCE WITH DESIGN INTENT. IN NO CASE SHALL SAID ADJUSTMENTS REiDUCE THE QUALITY OF CONSTRUCTIONS OR REDUCE THE PROJECTS CONFORMANCE TO STATE AND LOCAL CODES AND ORDINANCES. 26. ALL TELEPHONE AND COMMUNICATIONS WIRING, WHETHER IN THIS CONTRACT OR UNDER SEPARATE CONTRACT, MUST BE AIR PLENUM APPROVED OR IN CONDUIT. 27. DO NOT SCALE DRAWINGS, IF DRAWINGS ARE IN QUESTIONS, OBTAIN CLARIFICATION FROM TREY LUCAS AT (404)378-7431 PRIOR TO CONTINUING CONSTRUCTION. 28. WORK SHALL COMPLY WITH THE A.D.A. REQUIREMENTS. CONSULT ARCHITECT IF MOUNTING HEIGHTS AND CLEARANCES ARE IN DOUBT. 29. MISCELLANEOUS HVAC AND PLUMBING WORK NOT SPECIFICALLY NOTED ON THE DRAWINGS SHALL COMPLY WITH THE APPLICABLE FEDERAL, STATE AND LOCAL CODES. 30. ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. 31. DIMENSIONS MARKED "CLEAR" INDICATE A MINIMUM CLEARANCE THAT MUST BE MAINTAINED. ANY DISCREPANCIES MUST BE REPORTED TO TREY LUCAS ARCHITECTURE & CONSTRUCTION, LLC BEFORE CONSTRUCTION BEGINS. DO R I SET NO. DESCRIPTION 1 SET PIVOT HINGES BY STOREFRONT MANUF. 1 LOCK TUMBLER CORE BY OWNER 1 1 SET STANDARD PUSH, PULL HARDWARE ALUM 1 DOOR CLOSER BY STOREFRONT MANUF. 1 SET WEATHERSTRIP AND BOTTOM SWEEP , H.C. ALUM. THRESHOLD MARK LOCATION 1 SET OF CONT. STAINLESS STEEL PIANO HINGE (304 stainless) SIZE DOOR FRAME THRESHOLD JAMB HEAD HRDWR TYPE REMARKS 1 SET WEATHERSTRIP AND BOTTOM SWEEP , ALUM. THRESHOLD WIDTH HEIGHT THICK. MATERIAL FINISH MATERIAL FINISH (D � NEW ENTRY/EXIT 3'-01' 7'-0" 1 3 4' / ALUM. P-2 ALUM. P-2 1 SIM. '2 2 1 A 1 2 3 O NE ENTRY/EXIT S-0" 7'-0" 1 3/4" HOLLOW METAL P-2 H.M. P-2 1 SIM, 2 2 1 A 1 2 3 4 REMARKS: 1. PROVIDE SELF CLOSING CLOSER 2. PROVIDE KICK PLATE ON PUSH SIDE OF ALL DOORS. 3. MATCH EXISTING 4. INSULATED GENERAL NOTES: ALL DOORS W/ THRESHOLDS SHALL BE ADA COMPLIANT W/ ADA THRESHOLDS NO MORE THAN 1/2". MAX. 1/2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING MATERIAL. OFFSETS GREATER THAN 1/4" REQUIRE A MAX. OF 45" BEVEL. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 2012 NFPA, CH. 7, SEC. 7.2.1.5.1. KEYING BY OWNER ALL EXTERIOR DOOR LANDINGS GRADES SHALL HAVE A SMOOTH TRANSITION TO ADJACENT PAVED SURFACE. PROVIDE 18" CLEAR ON PULL SIDE AND 12" ON PUSH SIDE AT STRIKE SIDE OF ALL DOORS. NO "THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION W/ A LEVER. rHE FLOOR SHALL BE LEVEL ON BOTH SIDES OF DOOR. ELEVATION SHALL BE MAINTAINED FOR A DISTANCE AT LEAST EQUAL TO WIDTH OF WIDEST LEAF OF DOOR. 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1.3, 2012 EDITION. ALL DOORS MUST MEET GENERAL REQUIREMENTS OF 2012 NFPA 101 LIFE SAFETY CODE, CHAPER 7, SECTION 7.2.1 GENERAL NOTES * CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION TO ASSURE THAT THE NEW FLOOR FINISHES ARE LEVEL AND ARE COMPLETED IN A PROFESSIONAL WORKMANSHIP MANNER. IF GREEN CONCRETE, CONFIRM WITH FLOORING MANUFACTURER ABOUT LAYING ON GREEN/WET CONCRETE. * ANY MATERIALS OR EQUIPMENT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY PROJECT MANAGER WILL RESULT IN REPLACEMENT WITH CORRECT MATERIALS OR EQUIPMENT AS SPECIFIED AT THE SOLE COST TO GENERAL CONTRACTOR. * ANY ADDITIONAL WORK AND/OR MATERIALS REQUIRED BY APPLICABLE BUILDING CODES AND REGULATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRE PROTECTION AND LIFE SAFETY EQUIPMENT REQUIRED TO BE INSTALLED IN THE BUILDING AS A RESULT OF BUILDING CONSTRUCTION TYPE, CURRENT LIFE SAFETY CODES OR LOCAL LIFE SAFETY CODES. ALL WORK SHALL BE INSTALLED A SOLE COST OF LANDLORD. NOTES: 1. SAFETY GLAZING TO BE PROVIDED WHERE REQUIRED BY IBC SECTION 2406. GLAZING SCHEDULE NO. DESCRIPTION GL1 1" TEMPERED HARDWARE SCHEDULE SET NO. DESCRIPTION 1 SET PIVOT HINGES BY STOREFRONT MANUF. 1 LOCK TUMBLER CORE BY OWNER 1 1 SET STANDARD PUSH, PULL HARDWARE ALUM 1 DOOR CLOSER BY STOREFRONT MANUF. 1 SET WEATHERSTRIP AND BOTTOM SWEEP , H.C. ALUM. THRESHOLD DOOR FITTED WITH ADAMS -RITE DEAD BOLT WITH TEMPORARY CYLINDER 1 SET OF CONT. STAINLESS STEEL PIANO HINGE (304 stainless) 1 MORTISE LOCKSET 3 1 KICKPLATE - IVES .037, 8X42 US32D EXT. SINGLE 1 DOOR CLOSER - SARGENT EN350 PS X SN 1 FLOOR STOP 1 SET WEATHERSTRIP AND BOTTOM SWEEP , ALUM. THRESHOLD 1 MARKAR ARCH. PRODUCTS, B 1921 REINFORCING PIVOT VLKII' Y/I`NUVIUL IIAIVUIUMr -LU UNIJtA JAUNAUL HARDWARE NOTES: EACH DOOR 3 HINGES CB1960 4-1 2 X 4-1/2 NRP-US32D EACH DOOR 3 MUTES EXTERIOR THRESHOLD, NATIONAL GUARD 894VV ALUMINUM OR EQUAL. WEATHERSTRIPPING, NATIONAL GUARD 160 NGP PRIVACY SET-SARGENT 7U65/ LL LEVER / US26D OR EQUAL. LOCKSET-SARGENT 7605/ LL LEVER / US26D OR EQUAL. FLOOR STOP 438B26D CLOSER AT EXTERIOR DOOR TO BE SARGENT 1400 SERIES 8243/LNL LEVER US32D OR EQUAL. 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey©treylucas.corn www.treylucas.com ENGINEERE. INCORPORATE 720 Reeder Shawiaee, KS 66203 (913)262-177 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 L_ I_ \--/ 1-- I N L-/ o N EXISTING mm�ri NEW EXISTING AWNING FLOOR P LAN A.1 SCALE: 1/4" = V-0" Seal: VL RoN 5.17.17 RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: FLOOR PLAN MOTES Scale: 1/4" = V-0" Drawing No. A.1 of: Issue Date 5.17.17 CMU FLASI BRAKE MET/ WRAP COLU BUILDING P� SEAL INSUI SEE COORDINATE OPENING WITH ELEVATIONS & WINDOW/DOOR 2 5/8" I 2 1/2' 2 5/�4 4 H.. HEA EXISTING 8" CMU LOAD BEARING WALL Z3"0"xi" ANGLE EACH SIDE OF WALL PLACE IN JOINT WITH MIN 4" BEARING EACH SIDE DEMO OPENING BELOW AFTER ANGLES ARE IN PLACE NEW OPENING DETAIL IN EXIST. CMU 1 " = 1'-0" (CEILING EI_ECTRKAL LEGEND —1 STRIP PL NDAN 1 1. IGH I FIXTURE EMERGENCY EGRESS LIGHT WALL `='CONCL OO CAN DOWN LIGHT EXfIAU`.>T FAN—EXHAU IED 10 OU I`. -SIDE (L) RETURN GRILLE SUPPLY GRILLE f-LI.)ORF SCENT FIXTURE (R -(RELOCATED) z - EXIT `MGN (FX) EXISTING LAY -IN CEILING I i i i ( i I I i i i i i I i GYPSUM BOARD CEILING I +I CEILING MOUNTED FAN WITI-I LIGIIT GENERAL NOTES: 1. CEILING NOTES: 1, ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY ARTICLE 250-14. 2. ALL CEILING WORK IS TO BE COORDINATED BETWEEN ARCHITECTURAL AND MECH. DRAWINGS. ALL DISCREPANCIES AND CONFLICTS ARE TO BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. 3. EXISTING STROBES & FIRE ALARMS TO REMAIN, REWORK AS NECESSARY. 4. ALL CABLES RUN OUTSIDE OF CONDUIT SHALL BE PLENUM RATED. 5. ALL CEILINGS, LIGHTS AND DIFFUSERS ARE EXISTING. 6. WHITE LIGHT SWITCHES & OUTLETS AS REQUIRED. SEE LIGHTING SWITCHING LEGEND. 7. EXIT SIGNS COMPLYING WITH 101: 5-10 SHALL DEFINE EXITS AND ACCESS TO EXITS WHERE THE EXIT IS NOT IMMEDIATELY APPARENT. HEADER; SEE STRUCT. SLOF DWGS. INSULATE SEE SCH WEATHER 7'-4" A.F.F. (TYP.) HEAD HEIGHT: 1/4" AD) THRESHC SEALANT SHIM GONG. S H.M. DOOR FRAME W/ 4" HEAD 7 R /R" 7 1 /7a 7 F /A" 3 L E G E N D o � EXISTING o NEW DNCRETE SLAB =F. STRUCTURE REF. GLAZING ELEVATIONS FOR TYPES ALUMINUM FRAME ASTOREFRONT HEAD DETAIL RE: ROOM RM ALUM. TUBE FRAME (BEYOP ALUMINUM DO, FRAME (RE: D SCHEDULE) ALUM. THRESI- SET IN MASTK (A.D.A. ACCES ADJ. BLADE S EXPANSION At GONG. FLOOR 1/2" EXP. JT. MATERIAL CONT. STOREFRONT SILL DETAIL -1 0 I i i i ( i I I i i i i i I i O O O R O 0 R R xi 0 0 > 4a O 0 0 R O i I i I I i i i i i i i i ( i i EXISTING TILE REMAIN &GRID CEILIN TO 0 0 0 0 R SCOPE OF WORK THIS PERMIT — CEILING PLAN A.2 SCALE: 1/4" = 1'-0" RE: ROOM RM ALUM. TUBE FRAME (BEYOP ALUMINUM DO, FRAME (RE: D SCHEDULE) ALUM. THRESI- SET IN MASTK (A.D.A. ACCES ADJ. BLADE S EXPANSION At GONG. FLOOR 1/2" EXP. JT. MATERIAL CONT. STOREFRONT SILL DETAIL -1 0 ELEGTRIGAL SPEGIFIGATION5 1. GENERAL PROVISIONS: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS OUTLINED. B. OBTAIN ALL PERMITS, FEES, LIGEN5E5, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REaUIRED BY THE AUTHORITIES. G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE NATIONAL ELECTRIC CODE (NEC), AND ALL APPLICABLE LAA5, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK. E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT GONDUIT FTG. SHALL BE COVERED PL UGGED 09 GAPPED AS REQUIRED TO KEEP GLEAN AND UNDAMAGED. ALL DAMAGED ITEMS 5HALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE. F. PROVIDE ALL NECESSARY GUTTING AND PATCHING OF YNALL5, FLOORS, CEILINGS, AND ROOFS A5 NECESSARY. PATCH AROUND ALL OPENINGS 5HALL MATCH ADJAGENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, 50 THAT THE EX15TINO ROOFING WARRANTY WILL BE MAINTAINED. G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. H. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE NECESSARY FOR CONGEALED ELEGTRIAL COMPONENTS. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAGRAMS, CATALOG GUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER TH15 CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE L15TED ABOVE AND ALL PAPERS LISTING WARRANTIE5, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, APDRE55, ARCHITECT, ENGINEER, CONTRACTORS, ETC. 3. MANUFACTURERS: A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE ORAWIN65 SHALL BE INTERPRETED A5 HAVING E5TAB1-15HEP A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED A5 LIMITING COMPETITION. ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURER5 SHALL BE ACCEPTABLE, 5UBJEGT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLE55 NOTED OTHERWI5E. 4. TESTING, AND BALANCING: A. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE CONNECTING TO THE PROPER PHASE AS DESIGNED TO BALANCE THE LOADING BETWEEN PHASES. B. POWER AND LIGHTING PANELS SHALL BE PROPERLY PHASED TO P15TRIBUTE THE LOAD AND SHALL BE CONNECTED AND ADJUSTED TO OPERATE AS SPECIFIED. G. ALL MOTORS AND SIMILAR EQUIPMENT 5HALL BE CHECKED FOR PROPER PHASE ROTATION AND OPERATION. 5. RACEWAYS: A. GONDUIT IN51PE THE BUILDING SHALL BE METALLIC TUBING (EMT), BEARING THE UL LABEL, WITH COMPRESSION TYPE FITTIN65 OR 5GREW SET FITTIN6,5. B. CONDUIT EXPO5ED TO THE WEATHER, IN5TALLED UNDERGROUND, IN CONCRETE, OR U5ED FOR SERVICE ENTRANCE SHALL BE STANDARD RIGID CONDUIT (GALVANIZED) WITH THREADED FITTINGS. G. UNDERGROUND CONDUIT MAY BE POLYVINYL CHLORIDE WITH A DEFLEG"TION TEMPERATURE, UNDER LOAD AT 264 PSI, OF 78 DEGREES G, AND A TENSILE STRENGTH OF 5,200 PSI. JOINTS SHALL BE FLUSH SOLVENT WELPED IN ACCORDANCE WITH THE MANUFACTURER'5 INSTRUCTIONS. CONDUIT SHALL BE EQUAL TO CARLON POWER AND COMMUNICATIONS DUCT TYPE PB (DIRECT BURIAL). CONDUIT AND FITTINGS SHALL BE PROPUGED BY THE SAME MANUFACTURER. D. FLEXIBLE METAL CONDUIT SHALL ONLY BE USED FOR CONNECTIONS TO MOTORS, TRANSFORMERS, AND LIGHT FIXTURES. MAXIMUM LENGTH 5HAL1- BE 6'-O". 6. GONPUGTOK5: A. WIRE5 SHALL BE CONTINUOUS WITHOUT SPLICES OR TAPS IN CONDUIT RUNS. ALL SPLIGES 5HALL BE MADE IN JUNCTION, PULL, OR OUTLET BOXES. ALL WIRE SHALL BE INSTALLED IN CONDUIT, WIREWAYS, OR OTHER PROTECTIVE COVER SANCTIONED BY CODES. B. CONDUGTOR5 FOR LIGHTING AND POWER SHALL BE CAPPER, MINIMUM NO, 12 A.W.G., 600 VOLT. G. NO. 10 GAUGE AND SMALLER GONPUGTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (PRY LOCATIONS), SOLID CONDUCTOR, UNLESS OTHERWISE INDICATED. D. NO. & GAUGE AND LARGER GONDUGTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED, UNLE55 OTHERWISE INDICATED. E. SERVICE ENTRANCE AND PANEL FEEDER CONDUCTORS, NO. 3 GAUGE AND LARGER SHALL BE TYPE XHHW-2 (WET LOCATIONS) OR THHN (PRY LOCATIONS), 5TRANPED GOPPER, UNLESS OTHERWISE INDICATED. -1. MG GABLE: A. MG GABLE SHALL CONSIST OF INTERLOCK ARMORED GABLE MADE OF THREE OR FOUR TYPE THHN SOLID (#b AWG AND LARGER MAY BE STRANDED) GOPPER (_'ONPUGTOR5 RATED q0°G FOR DRY LOCATIONS, WITH NYLON OR EQUIVALENT UL 1-I5TED JACKET, PER UL 5TANDARP a5 THE THREE GONDUCTOR5 SHALL BE TWI5TED TOGETHER WITH THE COPPER GROUNDING CONDUCTOR, SUITABLE FILLERS, AND WRAPPED IN BINDER TAPE. THE A55EMBLY SHALL BE ARMORED WITH 5PIRALLY WRAPPED INTERLOCKED ARMOR OF ALUMINUM OR GALVANIZED STEEL. B. GABLES SHALL BE TE5TED IN ACCORDANCE WITH UL STANDARD 1569 FOR TYPE MG GABLE AND RATED AT 600 VOLTS, 90 DEG. G FOR DRY LOCATIONS AND -15 DEG. G FOR WET LOCATIONS. 5. WIRING PEVIGES: A. WALL 5WITGHE5 SHALL BE SPECIFICATION GRADE, QUIET TYPE, FLUSH TOGGLE 5WITGH, RATED FOR 20 AMPS, WITH THERMOPLA5TIG COVER PLATES. 1) 51N6LE POLE: HUBBELL OG51221-X, OR EQUAL. 2) THREE WAY: HUBBELL xG51223-X, OR EQUAL. 3) A5 SPECIFIED ON PLANS B. RECEPTACLES SHALL BE SPECIFICATION GRAPE, DUPLEX, GROUNDING, THREE -WIRE TYPE, RATED FOR 20 AMPS, WITH THERMOPLASTIC COVER PLATES. HUBBELL 1rCR5352-X, OR EQUAL. G. GROUND FAULT INTERRUPTER RECEPTACLES (GFI) SHALL BE HUBBELL 461`20 -XL. DEVICE COVER PLATES SHALL BE AS HEREINBEFORE SPECIFIED. D. 150LA"fED GROUND RECEPTACLES (IG) 5HALL BE HUBBELL NCR535210, ORANGE COLOR. DEVICE DOVER PLATES SHALL BE AS HEREINBEFORE SPECIFIEP. E. RECEPTACLES OUTSIDE BUILDING AND WHERE NOTED A5 WEATHERPROOF, 5HALL BE 1_15TED 'WEATHER- RESI5TANT' HUBBEL #GFT920-X OR EQUAL AND 5HALL BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHICH SHALL BE INTERMATIG f0NP1010MXP OR ONP101OHMX0) DIEGA5T METAL WEATHERPROOF RECEPTACLE DOVER. COVER SHALL BE WEATHER PROOF RATED WHILE IN USE. F. VERIFY DEVICES AND DEVICE GOVERPLATES COLOR WITH ARCHITECT. 9. BOXES: A. HOT DIPPED GALVANIZED STEEL BOXES. PROVIDE TYPE TO SUIT CONDITIONS FOR INSTALLATION. B. ALL BOXES SHALL BE FLUSH MOUNTED, UNLE55 INPIGATED OTHERWI5E. 10. PANELBOARPS: A. FURNISH AND INSTALL CIRCUIT BREAKER PANELBOARDS AS SHOWN ON THE DRAWINGS. PANELBOAR05 SHALL BE L15TEP BY UL AND 50 LABELED, AND SHALL BE FULLY RATED FOR THE VOLTAGE AND CURRENT CAPACITY INDICATED ON THE PANEL SCHEDULE. PANELBOAR05 SHALL BE EQUAL TO GENERAL ELECTRIC TYPE AQ WITH BOLT IN TYPE BREAKER5. PANELBOARP LUG 5HALL BE RATED AT l5°G. 1) CIRCUIT BREAKER INTERRUPTING 6APAGITIE5 SHALL MEET OR EXCEED THE AVAILABLE RM5 SYMMETRICAL FAULT CURRENTS INDICATED AND AS REQUIRED TO MEET OR EXCEED THE AVAILABLE FAULT CURRENT FROM LOCAL UTILITY. B. CIRCUIT BREAKER5 SHALL MEET APPLICABLE PORTIONS OF UL 5TANDARP 4Sq AND NEMA AB -L. CIRCUIT BREAKERS SHALL BE BOLT -ON, GROUP MOUNTED, AMBIENT MAGNETIC, WITH COMMON TRIP, UL RATED TO CARRY 80% OF NAMEPLATE RATING CONTINUOUSLY IN FREE AIR AT 40° G. GIRGUIT BREAKERS 5HALL BE TRIP INDICATING ANP FULLY INTERCHANGEABLE WITHOUT DISTURBING ADJACENT UNITS. WIRE TERMINALS SHALL BE RATED -15 DEGREE5 G. THE OPERATING MECHANISM SHALL BE TRIP -FREE 50 THAT CONTACTS CANNOT BE HELD CLOSED AGAINST ANY ABNORMAL OVERCURRENT OR SHORT CIRCUIT CONDITION. a) BREAKERS SHALL MEET APPLICABLE NEMA AND/OR UL SPECIFICATIONS. G. PANELBOARP BOXES SHALL BE GALVANIZED SHEET STEEL WITH AMPLE WIRING GUTTER SPACE IN ACCORDANCE WITH NEC. FRONTS SHALL BE OF SHEET STEEL PAINTED LIGHT GREY OVER A SUITABLE RUST INHIBITOR PRIMER. PANELBOARD5 SHALL BE EQUIPPED WITH ONE PIECE DOOR, CYLINDER TUMBLER TYPE LOCK, DIRECTORY CARD -HOLDER AND QUARTER -TURN ADJU5TABLE TRIM CLAMPS. D. PANELBOARD INTERIORS SHALL CONSIST OF REINFORCED GALVANIZED SHEET STEEL FRAMES WITH ALUMINUM BUS BARS AND CIRCUIT BREAKERS, PROPERLY 5UPPORTED TO PREVENT VIBRATION5 AND BREAKAGE IN HANPLING. BUS BARS SHALL BE 5EQUENGE PHASED. PANELBOARD SHALL HAVE A FULL SIZED SOLID ALUMINUM NEUTRAL AND GROUND BUS. E. BUS BAR BRACING SHALL BE UL LISTED A5 INPIGATED ON PRAkNIN65. ADDITIONAL BRACING SHALL BE PROVIDED AS REQUIRED TO MEET OR EXCEED INDICATED AVAILABLE FAULT CURRENTS. F. DIRECTORY CARDS SHALL BE COMPLETELY FILLED IN BY TYPEWRITER, 1_15TING CIRCUIT NUMBERS AND LOAD SERVED, INGLUPING EXISTING CIRCUITS. CIRCUIT BREAKERS 5HALL BE IDENTIFIED BY CIRCUIT NUMBER LABELS AS HEREINBEFORE SPECIFIED. ELEGTRIGAL SPEGIE'IGATIONS (GONTINUED) 11. DISGONNEGTS: A. DI5CONNEGT5 SHALL BE EXTERNALLY OPERATED, QUICK -MAKE, QUICK -BREAK, SAFETY, WITH PROVISIONS FOR PAD LOCKING. FU5ED AND NON-FU5ED DISCONNECT SWITCHES SHALL BE PROVIDED A5 INDICATED. B. INDOOR 5WITGHE5 SHALL Be NEMA I AND OUTDOOR 5WITGHE5 SHALL BE NEMA 3R, UNLESS INDICATED OTHERWISE. 12. FUSES: A. FUSES PROTECTING GIRGUIT BREAKER PANELS SHALL BE CURRENT LIMITING U.L. CLASS RK -1 FUSES WITH 200,000 AMPERES RMS 5YM INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE SILVER FOR RATIN65 ABOVE 60 AMPERES. B. ALL OTHER FUSES 5HALL BE U.L. CLA55 RK -5, DUAL -ELEMENT WITH A MINIMUM TIME -DELAY OF 10 SECONDS AT 500% RATING. FU5E5 SHALL HAVE CURRENT -LIMITING SHORT-CIRCUIT LINKS AND 200,000 AMPERES RM5 5YM INTERRUPTING CAPACITY. FU51N6 ELEMENTS SHALL BE COPPER. 13. LIGHT FIXTURES: A. WHERE LIGHT FIXTURES ARE MOUNTED IN A LAY -IN CEILING, PROVIDE A MINIMUM OF 2 SUPPORT WIRES ATTAGHED PIREGTLY BETWEEN EACH LIGHT FIXTURE AND THE BUILDING STRUCTURE. SUPPORT WIRE5 SHALL BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL WIRE, 50FT ANNEALED. B. FIXTURES ARE REQUIRED AT ALL LIGHTING OUTLETS 5HOWN ON THE PRAWING5. APPROVED LIGHTING FIXTURE WIRE 15 REQUIRED IN ALL FIXTURES AND FIXTURE RAGEWAY5. WEATHERPROOF WIRING 15 REQUIRED FOR EXTERIOR FIXTURES. ALL PARTS OF FIXTURES AND WIRING 5HALL. BE IN ACCORDANCE WITH NEC REQUIREMENTS. G. ALL FIXTURES SHALL CARRY UL AND ETL LABELS. ALL FLUORESCENT FIXTURE BALLASTS SHALL BE HIGH FREQUEN.GY ELECTRONIC BALLASTS WITH A "TOTAL HARMONIC DISTORTION" OF LESS THAN 2001o, REGARDLESS OF THE NUMBER OF LAMPS CONNECTED TO EACH BALLAST AND SHALL HAVE GBM LABEL. ALL FLUORESCENT FIXTURES INSTALLED SHALL INCORPORATE BALLAST PROTECTION. ALL FLUORESCENT BALLASTS SHALL HAVE AN AUDIBLE N015E RATING OF "GLASS A" OR BETTER. ALL FLUORESCENT BALLASTS SHALL HAVE A STANDARD BALLAST FACTOR UNLESS SPECIFIED OTHERWI5E. 14, SLEEVES: A. PROVIDE, SET, AND PROPERLY LOCATE PIPE 51-EEVE5 A5 REQUIRED FOR TH15 WORK. B. INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN CONDUIT AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RE515TANT 5EALANT. G. ROOF: PROSET OR EQUAL, MANUFACTURED PVG 5GHEPULE 40 PIPE SLEEVE WITH WEATHERPROOF SEAL. COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. 15. GROUNDING: A. GROUND ALL ELECTRICAL APPARATUS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) 250, AND ANY LOCAL REQUIREMENTS. INSURE CONTINUOUS BOND WHERE FLEXIBLE CONDUIT 15 USED. PROVIDE BONDING JUMPER IN51DE ALL FLEXIBLE CONDUIT. B. BOND METAL PIPING SYSTEMS IN COMPLIANCE WITH NEC 250.4(A)(4). 16. REMODELING WORK: A. DEMOLITION: D15GONNECT, DEMOLISH AND REMOVE ABANDONED ELECTRICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. B. EQUIPMENT TO BE 5ALVA6EP: 1) DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED AND 5ALVA6ED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED 5HALL BE CAREFULLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUGHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CON5TRUGTION, AND THOROUGHLY GLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY 5HALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. G. DI51`05AL AND CLEANUP: REMOVE FROM THE S1TE AND LEGALLY PISPO5E OF DEMOLI5HED MATERIALS AND EQUIPMENT NOT INDICATED TO BE 5ALVAGED. D. PROTECT ADJAGENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN FUST AND N015E BARRIERS TO KEEP DIRT, DUST, AND N015E FROM BEING TRAN5MITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. PROVIDE ALL ALTERATIONS AND REWORK INDICATED AND/OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EXISTING ELECTRICAL SYSTEMS, INTEGRATING THE NEY^ AND EX15TINO AREAS. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREA5 OUTSIDE THE REMOPELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY 5ERVI(' ES FOR AFFECTED AREAS. 1) ABANDONED CONDUIT SHALL HAVE WIRE REMOVED AND SHALL BE GAPPED. ABANDONED OUTLETS IN Y4IALL5 OR PARTITIONS SHALL HAVE PEVIGES AND WIRE REMOVED, AND SHALL BE COVERED. 2) WHERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A WALL, CEILING, OR FLOOR TO BE REMOVED, DISCONNECT AND REMOVE DEVICE AND WIRE FROM CONDUIT. CONDUIT 5HALL BE GUT BACK AND GAPPED (BELOW THE FLOOR OR ABOVE THE CEILING) 50 NOT TO CREATE AN 055TRUGTION. PATCH FLOOR TO MATCH EXISTING. 3) WHERE EXISTING CIRCUITS EXTEND BEYOND THE OUTLET IN THE EXI5TING WALL, CEILING, OR FLOOR TO BE REMOVED, FURNISH AND INSTALL NEW CONDUIT AND WIRE TO EITHER REROUTE THE CIRCUIT OR FEED THE REMAINING OUTLET(5) FROM ANOTHER ELECTRICAL SOURCE, BUT IN SUCH A MANNER A5 NOT TO REVI5E THE CIRCUIT. ALL REROUTED CONDUIT 5HALL BE APPROVED BY THE ARCHITECT. 4) WHERE EXISTING OUTLETS IN A YVALL, CEILING, OR FLOOR TO BE REMOVED ARE ESSENTIAL TO MAINTAIN OPERATION OF OTHER REMAINING OUTLETS, RELOCATE THE OUTLET TO A NEW CONVENIENT LOCATION. EXISTING WIRING 1;)EVIGE5 SHALL NOT BE REUSED, UNLESS OTHERWISE INDICATED. 5) WHERE LIGHTING FIXTURES ARE INPIGATED TO BE DEMOLISHED, REMOVE ALL WIRE AND MODIFY THE EXI5TIN6 CONDUIT (IF APPLICABLE) FOR THE NEW LIGHTING. ALL UNUSED CONDUIT 5HALL BE REMOVED. 6) WHERE A TELEPHONE GIRGUIT EXTENDS BEYOND AN OUTLET IN AN EXISTING WALL, CEILING, OR FLOOR TO BE REMOVED, PROVIPE NECESSARY EMPTY CONDUIT AND NOTIFY THE OWNER WHO WILL REQUEST THE OWNER TO ARRANGE WITH THE TELEPHONE COMPANY FOR NEW WIRING TO OUTLETS THAT REMAIN. -7) WHERE EXISTING CONDUIT AND WIRE RUNS ARE LOCATED IN OR ATTA(,HED TO AN EX15TINO WALL, CEILING OR FLOOR TO BE REMOVED, THEY SHALL BE REROUTED IN EITHER NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF CIRCUITS UNLESS OTHER4NI5E INPIGATED. 8) CONDUIT SHALL BE CONGEALED WITHIN THE EXISTING BUILDING CONSTRUCTION WHEREVER P05510LE, EXCEPT WHERE OTHERWI5E INDICATED. q) EXISTING WIRE SHALL BE DISCONNECTED AND REMOVED WHEREVER EXISTING CIRCUITS ARE ABANDONED. 1-1. BOXES IN FIRE RATED ASSEMBLIES: A. OUTLET B0XE5 THAT DO NOT EXCEED 16 59UARE INCHES AND I1,15TA1-LED IN FIRE RATED WALL5 5HALL NOT BE IN5TALLED G1_05ER THAN 24" HORIZONTAL INCHE5 TO OTHER OUTLET 50XE5. B. IF BOXES MUST BE INSTALLED WITHIN 24" OF EACH OTHER THAN BOTH OUTLET BOXES SHALL BE PROTECTED WITH L15TED PUTTY PAPS, 5M FIRE BARRIER MOLDABLE PUTTY + OR EQUAL. 18. FIRE ALARM SYSTEM: A. ELECTRICAL CONTRACTOR SHALL PROVIPE PESIGN BUILD ENERGINEERED SHOP DRAWINGS OF FIRE ALARM SYSTEM TO BE INSTALLED. PROVIDE 1;1EVIGE5, CONDUIT, WIRE5, GABLE, PROGRAMMING AND TESTING AS DIRECTED BY EQUIPMENT MANUFACTURER ANP LOCAL FIRE DEPARTMENT FOR A COPE COMPLIANT FIRE ALARM/DETEGTION 5Y5TEM. MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL MEET PREVAILING GORES. THE SYSTEM SHALL BE COMPLETE AND OPERABLE. SUBMIT ONE LINE DIAGRAM OF SYSTEM WITH SIZES AND BATTERY GALGUL.ATIONS. EQUIPMENT TO BE NEW AND 5HALL BE STAMPED, SIGNED, CALIBRATION AND TESTED BY FACTORY CERTIFIED TECHNICIAN. FIRE ALARM DEVICES ARE SHOWN FOR INTENT ONLY FOR PERMITTING PROCESS. CONTRACTOR 15 RESPONSIBLE FOR INGLUPING IN BID/DESIGN ALL NECESSARY DEVICES (ANNUNGIATOR(5), NOTIFICATION APPLIGANGE5, INITIATING DEVICES, AND ADDITIONAL COMPONENTS). ELEGTRIGAL 5YMB0L5 LIST CIRCUITING 4 NOTES 5o SPECIAL MOUNTING HEIGHT FOR ASSOCIATED DEVIGE (CENTERLINE +46" OF DEVICE) —� GPI GROUND FAULT CIRCUIT INTERRUPTER DEVIGE WP WEATHERPROOF ENCLOSURE ON DEVICE WR WEATHERPROOF RF-515TANT DEVIGE PARTIAL HOMERUN. REFER TO PLANS FOR ADDITIONAL DEVIGES (TIE) CONNECTED TO THIS CIRCUIT. RX ELECTRICAL FLOOR PLAN NOTE WITH DESIGNATION 2 CONDUIT GONGEALED WHERE P0551BLE OR AS NOTED, ARROWS LPA_ INDICATE HOME RUN TO PANEL. CIRCUIT NUMBERS INDICATED --- #12 WIRE IN CONDUIT, UNLESS NOTED OTHERWISE ON DRAWINGS OR SPECIFICATION _..__............ .... ....... — .. _—. GROUNDING CONDUCTOR, #12 WIRE UNLE55 NOTED OTHERWISE ON DRAWINGS OR SPECIFICATION _ i CONDUIT ROUTED UNDER FLOOR/GRADE LIGHTING 4=� EMERGENCY TWIN HEAD LIGHT FIXTURE EXIT LIGHT WITH DIREGTIONAL ARROYV5 INDICATED FLUORESCENT STRIP FIXTURE WITH TYPE DESIGNATION A o FLUORE5GENT FIXTURE WITH TYPE DESIGNATION NIGHT LIGHT, CONNECT TO UNSWITGHED CIRCUIT AD CEILING OR REGESSED FIXTURE WITH TYPE DESIGNATION A I WALL MOUNTED FIXTURE WITH TYPE DESIGNATION POWER DEVICES DUPLEX RECEPTACLE, BOTTOM OF BOX AT 16" AFF, UNLESS NOTED OTHERWISE FOURPLEX REGEPTAGLE, BOTTOM OF BOX AT 16" AFF, UNLESS y {� NOTED OTHERWISE -- -$- DEVIGE MOUNTED ABOVE COUNTER AND/OR SPLASH GUARD HEAVY DUTY OUTLET - NEMA CONFIGURATION SIZE PER EQUIPMENT MANUFAGTURER'S REGOMMENDATION PANEL BOARD, TOP OF BOX 6-0" AFF Q JUNCTION BOX ❑J i ON-FU5ED DISCONNECT SWITCH FUSED D15GONNEGT SWITCH -- -- CONTROLS 5 I SINGLE POLE WALL 5WITGH, TOP OF BOX AT 45" AFF S3 THREE-WAY WALL SWITCH, TOP OF BOX AT 48" AFF p DIMMER 5WITGH, TOP OF BOX AT 48" AFF 5m MANUAL MOTOR STARTER WITH OVERLOADS OCCUPANCY SF-NS095 1. DUAL TEGHNOL06Y/ULTRA50NIG GEILING SENSORS SHALL BE MOUNTED 6' FROM SUPPLY/EXHAU5T AIR 1-;)IFFU5ER5. 2. LOW VOLTAGE GEILING SENSORS SHALL BE PROVIDED WITH 6' SLACK rn>vn11� rn2 COILED AT SENSOR. ELECTRICAL GENERAL NOTES: 1. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SY5TEM5 AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAILABLE, AND WITHOUT INTERFERENCES. 2. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLE55 OF GIRGUITING INDICATED. 5. ALL EXPO5ED RAGEWAY5 SHALL BE IN EMT CONDUIT, MG GABLE IS NOT PERMITTED IN EXPOSED AREAS. G ICAL O COORDINATE MANUFACTURER R ELE TR T CONTRACTOR 4. ELECTRICAL REWREMENT5 FOR H\/AG EaUIPMENT BEING FURNISHED WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 5. REFER TO ARGHITEGTURAL DRAWIN65 FOR EXACT LOCATION OF LIGHT FIXTURES AND DEVIGE5. 6. ALL ELECTRICAL DEVICES ARE EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE OR CONFLICT WITH NEW CONSTRUCTION. MAINTAIN PROPER OPERATION OF ALL EXISTING ELECTRICAL. -7. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONGOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN AGGORDANGE WITH ASTM E 84. 5. EACH BRANCH CIRCUIT SHALL HAVE A DEDIGATED NEUTRAL PER NEC 210.4. q. ALL BRANCH CIRCUITS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP. ALL FEEDERS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 201b VOLTAGE DROP. ELECTRICAL CONTRACTOR SHALL VERIFY WIRING INDICATED IS SUFFICIENT AND INCREASE CONDUCTOR SIZE AS REQUIRED BASED OFF ACTUAL INSTALLED LENGTH OF CONDUCTORS. Typical Wiring for BZ -160 Power Pack CEILING OCCUPANCY SENSOR WIRING DIAGRAM SCALE: NONE 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey©treylucas.com www.treylucas.com ENGINEERS INCORPORATED i 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the CesignerlEngineer and is intended for use on this project only. Pursuant to the NchAectural Works Copyright Protection Act of 1000, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Cesigner/Engineen Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. 92017 BC Engineers, Inc. ►Ik ra seal : Ili 5/17/2017 •.....;SF,r��/moi .���\Q�`.•'� CE NS • F:�S No. 81592 STATE OF • <OR10.• RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL SPEC Drawing No. Issue Date • 5/16/17 INFRARED OCCUPANCY SENSOR, WATT STOPPER #PW -100, TOP OF 5o BOX AT 45" AFF OS DUAL TF-GHNOLOGY GEILING MOUNT OCCUPANCY SENSORS,- WATT5TOPPER OT -500 OCCUPANCY SENSOR POWER PACK, WATT5TOPPER BZ -150 OR PP EQUAL, PROVIDE LOW VOLTAGE WIRING TO OCCUPANCY SENSORS AND MOMENTARY 5WITGHE5 COMMUNICATIONS DATA/TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED UP TO ABOVE ACCESSIBLE CEILING, BOTTOM OF BOX AT 16", UNLESS NOTED OTHERWISE. PROVIDE WITH (2) GAT5e GABLES BACK TO TELEPHONE TERMINAL BOARD. ELECTRICAL GENERAL NOTES: 1. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SY5TEM5 AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAILABLE, AND WITHOUT INTERFERENCES. 2. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLE55 OF GIRGUITING INDICATED. 5. ALL EXPO5ED RAGEWAY5 SHALL BE IN EMT CONDUIT, MG GABLE IS NOT PERMITTED IN EXPOSED AREAS. G ICAL O COORDINATE MANUFACTURER R ELE TR T CONTRACTOR 4. ELECTRICAL REWREMENT5 FOR H\/AG EaUIPMENT BEING FURNISHED WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 5. REFER TO ARGHITEGTURAL DRAWIN65 FOR EXACT LOCATION OF LIGHT FIXTURES AND DEVIGE5. 6. ALL ELECTRICAL DEVICES ARE EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE OR CONFLICT WITH NEW CONSTRUCTION. MAINTAIN PROPER OPERATION OF ALL EXISTING ELECTRICAL. -7. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONGOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN AGGORDANGE WITH ASTM E 84. 5. EACH BRANCH CIRCUIT SHALL HAVE A DEDIGATED NEUTRAL PER NEC 210.4. q. ALL BRANCH CIRCUITS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP. ALL FEEDERS SHALL BE SIZED TO ALLOW FOR A MAXIMUM OF 201b VOLTAGE DROP. ELECTRICAL CONTRACTOR SHALL VERIFY WIRING INDICATED IS SUFFICIENT AND INCREASE CONDUCTOR SIZE AS REQUIRED BASED OFF ACTUAL INSTALLED LENGTH OF CONDUCTORS. Typical Wiring for BZ -160 Power Pack CEILING OCCUPANCY SENSOR WIRING DIAGRAM SCALE: NONE 324 Eastland Drive Decatur, GA 30030 o: 404.378.7431 e: trey©treylucas.com www.treylucas.com ENGINEERS INCORPORATED i 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the CesignerlEngineer and is intended for use on this project only. Pursuant to the NchAectural Works Copyright Protection Act of 1000, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Cesigner/Engineen Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. 92017 BC Engineers, Inc. ►Ik ra seal : Ili 5/17/2017 •.....;SF,r��/moi .���\Q�`.•'� CE NS • F:�S No. 81592 STATE OF • <OR10.• RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL SPEC Drawing No. Issue Date • 5/16/17 LI illi' FIXTURE SCHEDULE MARK MANUFACTURER 4 VOLTS LAMPS DESCRIPTION EG2UIVALENT NO. GATALOG NUMBER 1,^tATT5 FEEDER: 5EE 915EK DIAGRAM MANUFACTURERS GOLUMBIA 120 2-32W 2'X2' FLUORFSGENT TROFFER WITH ACRYLIC WILLIAM5 A JT822-252U6-6-FA- 55 F32T5 PRISMATIC LENS AND ELECTRONIC BALLAST LITHONIA Al2.125-EU G T DE5C9IPTI0N AMF5 OR EQUAL WIRE DEGORATIVE PENDANT 120 VERIFY DECORATIVE PENDANT TO BE 5ELEGTED. QPa B TO BE 5ELFGTE0 60 AMP5 VERIFY LAMPING 4 REaUIREMENT5 EXISTING FIXTURE TO 120 VERIFY EXISTING 2X4 TO REMAIN. GLEAN 4 RELAMP E REMAIN 55 EXISTING FIXTURE TO 120 VERIFY EXISTING 2X4 RELOGATED TO NEW POSITION 51 5NAAGE R BE RELOGATED 55 1.200 INDICATED. GLEAN 4 RELAMP t' A`, 4 qOQ DUAL -LITE 120 INCL EMERGENCY LIGHT WITH TWIN ADJU5TABLE 2 SURE-LITES EX15T]N( fZEGEPTACLE' EV40-021- 2 AATT LED HEAD5 AND SEALED LEAD CALCIUM LITHONIA BATTERY, MOUNT AT 7'-6"±, TO CLEAR OR EQUAL 4C:p OBSTACLES. (PROVIDES 1 FG AVG, ON 5G' 5 PHONE 6L7 4FL.EX 20 1 CENTER FIXTURE 5PAGING): DAMP LOCATION > ' ;"v 560 x �4 l R RATED 12 1: DUAL -LITE 120 INCL COMBINATION EMERGENCY/EXIT LIGHT WITH LED SURE-LITE5 EVC -U -R -W-04 5 LAMPS, RED LETTERS ON WHITE BACKGROUND, LITHONIA AITH EYO-D-X v - TWIN 6W EMERGENCY LIGHT HEAD5, UNIVERSAL OR EaUAL RE—EPTAGLE5 MOUNT, HIGH CAPACITY BATTERY BACKUP AND 1 12 nrf "kx 3 x 1 lap ' REMOTE TWIN HEAD OUTDOOR RATED FIXTURE j .. it EX15T PANEL: I' VOLTS. 120/20DY PH: 54D nIKE: 4W LQGATION: :READ WALL- MOUNTING: SURFACE B1)5: 400A MAIN: 406A MLO FEEDER: 5EE 915EK DIAGRAM GI<T G T DE5C9IPTI0N AMF5 POLE WIRE cpA G cpA QPa (P-1- (TIRE F01 -E AMP5 r,/E5G9IPTI0N NO 1 51 5NAAGE 20 :1 12 1.200 "i ire t' A`, 4 qOQ 1 ; r '° I 12 1 20 EX15T]N( fZEGEPTACLE' 2 'q00 5 PHONE 6L7 4FL.EX 20 1 12 > ' ;"v 560 x �4 l R i 12 1: 20 EXI5TING- REGEr TACLES 4 v - RE—EPTAGLE5 20; 1 12 nrf "kx 3 x 1 lap ' J lye j .. it �i00 12 1: 2O EXISTING REGEPTAGLE5; b c [ 7 RECEPTACLES 20: 1 12 h0 900 r bss s 12 1: 20 F-45TING RECEPTAGL.E5. 5 c1?i15TATI,ON FUf�NITURi= 2,0 1 12r 10F�0 `ti �'!, ;((rryy4t) iC0 x 12 1 20 EXl511N6 RECEPTAGt E ?f� 11 DRINKING FOUNTAIN:LGFI. 20 1 12 y.'�1 z`F ci00 y� ,' T `l00 12 1 20 l=XISTING RECEPTACLES 12 13 2,40 414 c"a00 Y EX15T KTU 30 5 10 EXISTRTU 15 ���f 2,400a`a '�' ` "�a`� 4500 k' r , ; 2A 0 4 800' 1 1q LIGHTS 20 1 12 1 2 s y� ` �" E 1 20 SPARE 20 s 21' SPARE 20 1 20 AFAR]; 22 SPARE 20 1 sr � �.', ;A ° '�t�".� 2 30 5PARE 24 25 �'1.�.,..'' ''wit , 25 SFPRE 20 1;X`,, 26 - A d3 a'a8 .t,Fr f, 2-1 5PAKE 20 1 - 3 �3, £ 1 20 SPARE 2E, r......, SPARE 20' 1 r `3` 1 20 3FAKE 30 #� 31 5FARE 20 T� ,� d 3 i 1 20 5FARE 52 35 SPARE 20 2 a E 1': 4 1 20 SPARE 54 t, 1 20 5eAKE 36 5-1 SPARE 20 1 r t t { 1 20 5j'ARE 3& s._ q' SPARE 20 1 20 SPARE 40 3C1. 41 SPAK)= 20 i 3j� y F 1 20 5FARE 42 NOTES; 5,5 3,r�40 3;32yG? ` 6,600 6,600 6,600 [GEJ GFGI E3RKK 12,19a 10,440 q.gsl7 TOTAI C.CINCIEGTED,LO?D: 52,615 VA NEC DEMAND:LOAD: 33,254 VA DEMAND ,WF5 4M 203 VOLT / 3(P: 92.2x: A. ELECTRICAL RISER DIAGRAM SCALE: NONE C) C t - ZEE NEENI p7 7 ELECTRICAL LIGHTING PLAN NORTH SCALE: 1/4" = 1'-0" ELECTRICAL LIGHTING PLAN NORTHRP SGALE: 1/4" = 1'-0" ELEGTRIGAL PLAN NOTES: 1❑ PROVIDE JUNCTION BOX AT 6"AFF WITH WHIP FOR CONNECTION TO FUTURE MODULAR FURINTURE. E/G TO MAKE FINAL CONNECTION AFTER FURNITURE INSTALLATION. VERIFY RF-aUIREMENT5 WITH FURNITURE SUPPLIER. a 4'x4'X5/4" PLYWOOD TELEPHONE BAGKBOARD WITH GROUND BAR AND #6GU BOND TO BUILDING ELECTRODE SYSTEM. PROVIDE 2"G TO EXISTING TELEPHONE SERVIGE ENTRANCE. SINGLE -POLE LIGHT SWITGH FOR CONTROL OF DEGORATIVE PENDANT LIGHTS. CONNECT TO 54WAY 5WITCH AT OPPOSITE END OF SPACE. JUNGTION BOX AT 6" AFF FOR PHONE/DATA FEED TO MODULAR FURNITURE. MAKE FINAL CONNECTION AFTER INSTALLATION OF FURNITURE. PROVIDE (6) GAT5e GABLES BACK TO TELEPHONE BOARD (SEE NOTE 2). PROVIDE (4) GAT5e GABLES BACK TO TELEPHONE TERMINAL BOARD (SEE NOTE 2). a RELOCATE EXISTING TELEPHONE SERVICE ENTRANCE TO NEW PHONE BOARD LOCATION INDICATED. SEE NOTE 2. JUNCTION BOX WITH TOGGLE DISCONNECT PER NEG FOR POWER TO TENANT SIGNAGE. VERIFY EXACT LOCATION AND REQUIREMENTS WITH SIGNAGE SUPPLIER. ROUTE CIRCUIT TO PANEL VIA INTERMATIG #ET2-115G OR EQUAL -I-DAY PROGRAMMABLE TIMEGLOGK LOCATED ADJACENT TO PANEL. NEW TIMEGLOGK FOR SIGNAGE CONTROL. � ,� tee•. + - LUCAS JUN 2 3 2017 R CH IT I R TREY LUCAS A. R CH IT I R 324 Eastland Drive Decatur, CA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com ENGINEERS INCORPORATED 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the DeslgnerfEngineer and is Intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1000, all drawings, specifications, Ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the DesignerjEngineer. Any reproduction, use, of disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © 2017 BC Engineers, Inc. rv�a I: 6/20/2017 CENS .01's No. 81592 _ STATE O ••• �•� `ate S 4 ORI,� ��r1 awe RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: ELECTRICAL PLAIN Drawing No. laaue Date • 6/16/17 REV16/20/17 FLUME3INO 5FEGIFIGAMONS 1. GENERAL PROVISIONS: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING AND MECHANICAL SYSTEMS OUTLINED. B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, ANP CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIRED BY THE AUTHORITIES. G. ALL WORK 5HALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAYVS, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THI5 WORK. E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, PIPE, DUCT, ETC. SHALL BE COVERED, PLUGGED, OR GAPPED AS REQUIRED TO KEEP GLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE. F. PROVIDE ALL NECESSARY GUTTING AND PATCHING OF WALL5, FLOORS, CEILINGS, AND ROOFS A5 NECESSARY. PATCH AROUND ALL OPENIN65 SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, SO THAT THE EXISTING ROOFING WARRANTY WILL BE MAINTAINED. G. GONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAORAM5, CATALOG CUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THI5 CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INSLU51ON IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING YVARRANTIES, ETc', SHALL BE BOUND IN A 3-RIN6, BINDER AND LABELED WITH THE PROJECT NAME, ADPRE55, ARCHITECT, ENGINEER, CONTRACTORS, ETC. 3. MANUFACTURERS: A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWIN05 SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF aUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC, OF EQUAL QUALITY BY MANUFACTURERS SHALL BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DE516N, UNLESS NOTED OTHERWISE. 4. TESTING, BALANGIN6, AND GLEANING: A. ALL PIPING SHALL BE TE5TED FOR LEAKS BEFORE BEING CONGEALED IN WALL CONSTRUCTION OR COVERED WITH INSULATION. B. 5ENER AND VENT PIPING SHALL BE HYDROSTATICALLY TESTED WITH NO LESS THAN 10 FEET OF HEAD FOR A PERIOD OF NOT LESS THAN 15 MINUTES, PER THE LOCAL PLUMBING CODE, WITH NO LEAKS. G. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT A PRESSURE OF NOT LESS THAN 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LE55 THAN 60 PSI, FOR A PERIOD OF NOT LE55 THAN 2 HOURS, WITH NO LEAKS. D. BEFORE DOMESTIC WATER PIPING 15 PLACED IN SERVICE, ALL DOMESTIC Y`ATER P15TRIOUTION SYSTEMS, INGLUPIN6 THOSE FOR GOLD WATER AND HOT WATER SYSTEMS, SHALL BE FLUSHED, STERILIZED AND CHLORINATED IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. THE SYSTEMS SHALL BE THOROUGHLY FLUSHED OF ALL DIRT AND FOREIGN MATTER, THEN FILLED WITH NATER TREATED WITH 50 PPM OF CHLORINE. DURING THE FILLING PROCESS, VALVES AND FAUCETS SHALL BE OPENED SEVERAL TIMES TO ASSURE TREATMENT OF THE ENTIRE SYSTEM. THE TREATED WATER SHALL BE LEFT IN THE SYSTEM FOR 24 HOURS AFTER WHICH TIME THE SYSTEM SHALL BE FLUSHED: IF THE RESIDUAL CHLORINE 15 NOT LESS THAN 10 PPM, THE FLUSHING SHALL BE REPEATED. AFTER STERILIZATION, SAMPLES OF NATER IN THE SYSTEM SHALL BE APPROVED BY THE BOARD OF HEALTH. 5. PIPING: A. DOMESTIC GOLD AND HOT YVATER (ABOVEGROUND). 1) TYPE L HARD PRAWN COPPER TUBING, ASTM 0-88. 2) WROUGHT BRONZE SOLDERED FITTINGS. a) GATE VALVE: JOMAR T/5-301 OR E(2UAL. NSF (51-8, ANSI 016.20.1, ANSI 516.18 b) GLOBE VALVE: CRANE #-I OR EQUAL. C) BALL VALVE: JOMAR T/5-1000 OR EaUAL COMPACT LEAD FREE FORGED BRASS BALL VALVE. UL -542, G5A 55.71-12 4 33"11-q2, FM, NSF 61, CALIFORNIA CODE A51g53-NSF61 ANNEX 6 APPROVED. CI) BALL VALVE: JOMAR T-100NE OR EQUAL. UL842, FM, 05A, NSF 61-8, M55 5P-110 B. SANITARY SEVER AND VENTS. (ABOVE GROUND, INTERIOR TO THE BUILPINO). 1) HUBLE55 CAST IRON SOIL PIPE AND FITTIN65: HUBLESS CAST IRON PIPE AND FITTINGS SHALL- BE MANUFACTURED FROM GRAY CAST IRON AND SHALL CONFORM TO A5TM A 888 AND 615171 STANDARD 301. HUBLESS GOUPLIN65 SHALL CONFORM TO CI5PI STANDARD 310 AND BE CERTIFIED BY NSFV INTERNATIONAL. 2) HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS: HUB AND SPIGOT CAST. IRON PIPE AND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON AND SHALL CONFORM TO A5TM A -74. G. ALL PIPE HAN6ER5 AND SUPPORTS SHALL BE 5TANDARD PRODUCTS OF GRINNELL, FEE AND MASON, OR ELLEN. HANGER 5PACIN0 SHALL BE IN ACCORDANCE KITH M55 -SP -6q. D. 5LEEVES 1) PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES A5 REQUIRED FOR THI5 WORK. ALL SLEEVES, SHALL BE OF SUFFICIENT SIZE TO PERMIT PIPE MOVEMENT DUE TO EXPANSION ANP CONTRACTION AND TO ACCOMMODATE PIPE INSULATION. 2) INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PAGK BETWEEN PIPE AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RE515TANT 5EALANT. 3) PLUMBING VENTS: FLASH ROOF VENT INTO ROOFING SYSTEM AS REQUIRED BY THE ROOFING CONTRACTOR TO MAINTAIN EXISTING ROOF YVARRANTY. ALL PLUMBING VENT TERMINALS SHALL- TERMINATE HALLTERMINATE A MINIMUM OF 12" ABOVE ROOF OR EQUAL TO HEIGHT OF PARAPET, WHICHEVER 15 GREATER. E. PROVIDE CHROME PLATED ESCUTCHEONS ON ALL PIPE ENTERING FINISHED AREAS. 6. INSULATION: A. ALL INSULATIONS AND ACCESSORIES SHALL HAVE A FIRE HAZARD CLASSIFICATION WITH A FLAME SPREAD RATING OF NOT OVER 25, A FUEL CONTRIBUTION RATING OF NOT OVER 50, AND A SMOKE DEVELOPED RATING OF NOT OVER 50, IN A(-,GORDANGE WITH NFPA. B. PIPE INSULATION - ABOVE GRADE: 1) THE PIPING INSULATION USED SHALL HAVE A THERMAL CONDUCTIVITY OF 0.2-7 Btu PER in/hr"sgft*F° OR LE55. 2) FIBERGLASS INSULATION WITH FACTORY APPLIED VAPOR BARRIER, A5J JACKET, FACTORY APPLIED PRESSURE 5EALIN0 LONGITUDE LAP JOINT, NO STAPLES, ZESTON PREMOLDED PVG FITTING COVERS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5) FLEXIBLE CLOSED CELL ELASTOMERIG THERMAL INSULATION, UN5LIT OR PRESLIT WITH PRE55URE SENSITIVE ADHESIVE SYSTEM FOR CLOSURE AND VAPOR 5EALING, EQUAL TO ARM5TRON6 AP ARMAFLEX OR ARMAFLEX 2000. 4) FOR NON CIRCULATING SYSTEMS, THE FIRST 8 FEET OF INLET AND OUTLET PIPING BETWEEN THE TANK AND THE HEAT TRAP (INCLUDING THE HEAT TRAP) MUST BE INSULATEP. 5) INSULATION SCHEDULE. W DOMESTIC GOLD NATER 1/2" D) DOMESTIC HOT YdATER 1-1/2" PLUMBING SPEGIFIGATIONS (CONTINUED) -1. PLUMBING. A. PROVIDE AN APPROVED WATER HAMMER ARRESTOR FOR EACH PLUMBING FIXTURE 5UPPLY A5 REGZUIRED BY FIXTURE MANUFACTURER. B. ALL EXPOSED PIPE SHALL BE CHROME PLATED BRASS PIPE, NO FERROUS PIPE. G. PROVIDE GLEANOUT5 AT EACH GHANGE OF DIRECTION AND AT 100 FOOT INTERVALS IN 5TRAI0- HT RUNS. D. PROVIDE ACCESS PANELS FOR ALL CONGEALED VALVES AND TRAPS. E. CLEANOUTS: 1) VINYL TILE FLOOR: JR SMITH #4140, OR EQUAL. 2) QUARRY TILE FLOOR: JR SMITH #4200, OR EQUAL. 3) CARPETED FLOOR: JR SMITH #4020-Y, OR EQUAL. 4) UNFINISHED FLOOR: JR SMITH #4020, OR EQUAL. 5) WALL: JR SMITH #44-12, OR EQUAL, 24" ABOVE THE FLOOR. F. PROVIDE PIELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS TO MATCH THE PIPE SYSTEM IN WHICH IN5TALLEP (5CREYVED, SOLDERED, OR FLANGED). PROVIDE DIELEGTRI(:' UNIONS ON ALL PIPING CONNECTIONS TO HOT WATER HEATERS AND EXPANSION TANKS. 05. ALL 5EWER PIPING LOCATED INSIDE THE BUILDING SHALL BE INSTALLED WITH THE FOLLOWING SLOPES. 1) INSTALL 2-1/2" AND SMALLER PIPE AT 1/4" PER FOOT FALL. 2) INSTALL 3" AND LARGER PIPE AT 1/8" PER FOOT FALL. 8. REMODELING WORK: A. DEMOLITION: DISCONNECT, DEMOLISH, AND REMOVE ABANDONED MECHANICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED ANP NOT INDICATED TO BE SALVAGED OR REMAIN. B. EQUIPMENT TO BE 5ALVA0ED: 1) DISCONNECT AND REMOVE, EXISTING MECHANICAL EQUIPMENT INDICATED TO BE REMOVED ANP 5ALVA6ED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT PE5IGNATED TO BE REU5ED OR RELOCATED SHALL BE CAREFULLY REMOVED, AND 5TOREP UNTIL NEEDED FOR REMODELING YVORK. ALL ITEMS SHALL BE RE5TOREP TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUGHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, ANP THOROUGHLY GLEANED AND INSPECTED. ANY ITEMS YIHIGH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EaUIVALENT IN EVERY RESPECT. G. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS ANP EQUIPMENT NOT INDICATED TO BE SALVAGEP. D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION ANP BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. LOCATE, IDENTIFY, AND PROTECT MECHANICAL SERVICES PASSING THROUGH REMOPELIN6 AREA AND SERVING OTHER AREAS OUT51PE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHERE MECHANICAL SERVICES ARE LOCATED IN A WALL, ETC. TO BE PEMOLISHED, REROUTE PIPING TO NEW OR EX15TING CONSTRUCTION TO MAINTAIN CONTINUITY OF THE SYSTEM. WHEN SERVIGE5 MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. F. REMOVE ALL PIPING TO BE PEMOL15HF-P BACK TO PIPE MAIN OR E06E OF PROJECT AREA, AND GAP PIPE. 6. PIPING AND DUGT5 EMBEDDED IN FLOORS, 1,14IALL5, AND CEILIN05 MAY REMAIN IF SUCH MATERIALS DO NOT INTERFERE WITH NEW INSTALLATIONS. PIPING AND 9UGT5 TO REMAIN SHALL BE APPROVED BY THE ARCHITECT. REMOVE MATERIALS ABOVE ACCESSIBLE GEILIN65. DRAIN AND GAP PIPING AND DUCTS ALLOYVED TO REMAIN ABOVE CEILING OR BELOW FLOOR, CONGEALED FROM VIEW, EXCEPT AS OTHERWISE NOTED. PATCH FLOOR TO MATCH EX15TING. H. PIPE AND DUCT SHALL BE CONGEALED WITH NEW OR EXI5TIN5 CONSTRUCTION WHENEVER POSSIBLE, UNLESS INDICATED OTHERWISE. ROOF.._.._-- ®y2 ®rr CEILING _ II > b t PLUMBING RISER DIAGRAM( SGALE: NONE FLUM15ING FIXTURE BRANCH PIPING SGHEE7ULE FIXTURE HASTE VENT GW HH ELECTRIC (WATER COOLER (BI -LEVEL) 1-1/2" 1-1/211 1/211 - - NOTE: INDIXIOUAL VENTS FOR FIXTURES ON PLANS AND RISER DIAGRAMS HAVE BEEN INCREASED WHERE HORIZONTAL VENT LENGTH 15 IN EXCESS OF THE MAXIMUM DISTANCE INDICATED BY THE CODE. FLUMBINOI FIXTURE 5GHEDULE: EWG ELECTRIC RATER COOLER: OASIS, #P68AG5L, BARRIER FREE TWO -STATION WATER COOLER, 8.0 LPH, 50 DEGREES F WATER WITH 90 DEGREES F AIR TEMPERATURE, 120 VOLT, COLOR TO BE SELECTED BY ARCHITECT AFTER AWARD OF GONTRAGT, FRONT ?SND 51DE ANTIMICROBIAL PUSH PAD5, ANITMICROBIAL FLEX BUB5LER5, G 40M•# PLATED CAST BRASS f --TRAP WITH GLEANOUT, CHROME PLATED LOOSE KEY ANGLE STOP, FLOOR MOUNTED CARRIER AND CANE APRON. I FLUMBINC- GENERAL NOTES: I 1. INSTALL ALL PIPE, ETC. A5 HIGH AS POSSIBLE. 2. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REGNIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFIT E5 OF THE 5PAGE5 AVAILABLE, AND WITHOUT INTERFERENCES. 5.REr=ER ITO ARCHITECTURAL DRAWING5 FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF FIXTURES. I 4. VERIFY IF FLOOR 15 5LAB ON GRADE OR STRUGTURAL 5LAB. IF SLAB ON GRADE, 5AWCUT AND PATCH TO MATCH EXISTING FLOOR AS REQUIRED. IF STRUCTURAL 5LAB, LOCATE PIPING IN CEILING VOID BELOW. ALL PENETRATIONS OF FLOOR SHALL BE IN AGCOROANCE WITH BUILDING REaUIREMENT5. ALL SAWGUTTING AND GORE DRILLING SHALL BE PERFORMED AS REQUIRED BY LANDLORD. 5. NO PIPING SHALL BE ROUTED OVER THE TOP OF ELECTRICAL PANELS. 6. ALL MATERIALS EXP05ED WITHIN PLENUMS 5HALL BE NONGOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. PLUMBING SYMBOLS ®-F--I-® 501L AND WA5TE PIPING BELOW FLOOR/GRADE 501L AND WA5TE PIPING ABOVE FLOOR/GRADE V SANITARY VENT PIPING ABOVE GRADE DOMESTIC GOLD WATER PIPING — - - — DOMESTIC HOT WATER PIPING 1O CONNECT 2" WASTE TO EX15TING SANITARY 5EWER 6%5 REQUIRED. FIELD VERIFY CONDITIONS TO ROUTE WA5TE PIPE IN WALL IF POSSIBLE VERIFY EXACT LOCATION AND ELEVATION PRIOR TO INSTALLATION OF ANY PIPING. t�2 CONNECT 1/2" GW TO EX15TING DOMESTIC GW AS REQUIRED. VERIFY EXACT LOCATION PRIOR TO INSTALLATION OF ANY PIPING. O CONNECT 1-1/2" VENT TO EX15TING VENT A5 REQUIRED. VERIFY EXACT LOCATION PRIOR TO INSTALLATION OF ANY PIPING. 4O EX15TING PLUMBING FIXTURES TO REMAIN. 5� EXISTING LAVATORY WITH INSTANTANEOUS WATER HEATER TO REMAIN. PROVIDE AND INSTALL MIXING VALVE EQUAL TO A WATTS #LFVSG-B IF NONE FOUND TO BE EXISTING. PLUMBING FLOOR PLAN NORTH 5GALE: 1/4" = 1'-0" TREY, i -D PIPING TURNING DOWN I -O PIPING TURNING UP TEE TOP CONNECTION UNION -per- BACKFLOW PREVENTER FDp FLOOR DRAIN FCO Q FLOOR GLEAN OUT WGO �• WALL GLEAN OUT ® CONNECT TO EXISTING PLUMBING PLAN NOTES: 1O CONNECT 2" WASTE TO EX15TING SANITARY 5EWER 6%5 REQUIRED. FIELD VERIFY CONDITIONS TO ROUTE WA5TE PIPE IN WALL IF POSSIBLE VERIFY EXACT LOCATION AND ELEVATION PRIOR TO INSTALLATION OF ANY PIPING. t�2 CONNECT 1/2" GW TO EX15TING DOMESTIC GW AS REQUIRED. VERIFY EXACT LOCATION PRIOR TO INSTALLATION OF ANY PIPING. O CONNECT 1-1/2" VENT TO EX15TING VENT A5 REQUIRED. VERIFY EXACT LOCATION PRIOR TO INSTALLATION OF ANY PIPING. 4O EX15TING PLUMBING FIXTURES TO REMAIN. 5� EXISTING LAVATORY WITH INSTANTANEOUS WATER HEATER TO REMAIN. PROVIDE AND INSTALL MIXING VALVE EQUAL TO A WATTS #LFVSG-B IF NONE FOUND TO BE EXISTING. PLUMBING FLOOR PLAN NORTH 5GALE: 1/4" = 1'-0" TREY, kF LUCAS 324 Eastland Drive Decatur, CA 30030 o: 404.378.7431 e: trey@treylucas.com www.treylucas.com ENGINEERS INCORPORATED 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 CONTRACTOR Retail Construction Advisors, Inc. P.O. Box 2100 Hawthorne, FL 32640 P: 407.674.7100 This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the DeslgnerlEngineer and is Intended for use on this project only. Pursuant to the Archtedufal Works Copyright Protection Act of 1980, all drawings, specifications, Ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer(Engineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited ® 2017 6C Engineers, Inc. # 10Ic ' lea I: 5/18/2017 \\0 � % 1111111111111//i K /i Q..... Nilo 40 v •��y V; N o. 78271 STATE OF RELEASED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS Title: PLUMBING PLAN Drawing No. 16eue pate • 5/16/17