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1516 French Ave - BC06-002062 (LAUNDROMAT) (INTERIOR REMODEL) (A)/ ZS� PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER_ PROPERTY OWNER ADDRESS PHONE NUMBER ELEC'T'RICAL CONTRACTOR MECHANICAL CONTRAC`I'O PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE a400 -t SUBDIVISION 0 PERMIT # /W ��.DATE %6 M PERMIT DESCRIPTION PERMIT VALUATION i 14D 4 SQUARE FOOTAGE vook) 3 TON SUPPLY DIFFUSER AHU-1 I O PERMIT �CJ\S4}� FLOOD FILAN - �4V4C PLANS REVIEWED CITY OF SANFORD GENERAL NOTES: 1. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY THE CONTRACTOR. 2. READ SPECIFICATIONS. 3. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT OR DUCTWORK RELOCATION. 4, ROUTE FULL SZE CONDENSATE DRAIN LINE WITH P -TRAP FROM ROOFTOP UNIT TO NEAREST ROOF DRAIN. COORDINATE LOCATION OF ROOF DRAINS WITH PLUMBING PLANS. 5. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL EQUIPMENT CLEARANCES REQUIRED FOR SERVICE AND MAINTENANCE. INSTALL ALL DUCTWORK AND PIPING AS TO NOT OBSTRUCT ACCESS DOORS OR EQUIPMENT COMPONENTS REQUIRING MAINTENANCE. 6, VERIFY DISCHARGE COLLAR OF ROOFTOP UNIT. TRANSITION AS REQUIRED TO UNIT DISCHARGE COLLAR. 7. ALL FIBERGLASS DUCT SHALL BE SEALED WITH GLASS FAB AND MASTIC. 8. ALL DUCTWORK SHALL BE FIBERGLASS DUCT WITH A MINIMUM R VALUE OF 6 TO MEET THE REQUIREMENTS OF THE FLORIDA ENERGY EFFICIENCY CODE. g. VERIFY AND MAINTAIN ALL CLEARANCES FOR MECHANICAL EQUIPMENT AS RECOMMENDED BY MANUFACTURER, 10. ALL DUCTWORK SHALL BE SUPPORTED PER SMACNA DUCT STANDARDS. 11, ALL FLEXIBLE DUCTS AND RIGID RUNOUTS SERVING DIFFUSERS AND GRILLES SHALL BE SAME SIZE AS DIFFUSER/GRILLF NECK. 12, COORDINATE LOI;ATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEIL VG PLAN AND WORK OF ALL OTHER TRADES. 13. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS `,4TH EQUIPMENT SUPPLIED. 14. ALL EXTERIOR MECHANICAL EQUIPMENT AND THEIR FRAMES, APPURTENANCES, COMPONENTS, SUPPORTS AND ANCHORING DEVICES SHALL BE ANCHORED TO RESIST THE FORCES DUE TO WIND PRESSURE AS NOTED IN FLORIDA BUILDING CODE. 15. ALL LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTWORK ARE DESIGNED FROM A MINIMUM OF 0.05" TO A MAXIMUM OF 0.1" OF FRICTION PER 100 FT. OF DUCT. 16. FLEXIBLE DUCT CONNECTORS AND RIGID DUCT RUNOUTS SERVING SINGLE DIFFUSER SHALL BE THE SAME SIZE AS D FFUSER NECK. 17. ALL DOORS TO INDIVIDUAL TOILETS AND JANITORS CLOSETS ARE TO BE UNDERCUT A MINIMUM OF 1 HN.A.C. KEYNOTES: 1t EXISITNG SUSPENDED UNIT AND ASSOCAITED RIGID DUCTWORK. RELOCATE TO THE SPACE AS SHOWN AND PROVIDE W11H NEW FLEX CONNECTIONS AND DIFFUSERS AS INDICATED ON PLAN. 0 COLLECT 3" PIPE AND ROUTE TO 5" PVC WITHIN CEILING SPACE UP TO ROOF. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH PLUMBING SUBCONTRACTOR TO MAKE SURE SIZING IS CORRECT WITH EQUIPMENT NSTALLED. ❑3 CONTRACTOR SHALL LOCATE PROGRAMMABLE THERMOSTAT WITHIN OFFICE. CONTRACTOR SHALL PROVIDE THERMOSTAT WITH REMOTE SENSOR LOCATED WITHIN RETURN AIR GRILLE AT UNIT. 0 EXISTING REFRIGERANT LINE ROUTED UP TO EXISTING ROOF TOP CONDENSING UNIT. ❑5 CONDENSING UNIT TO BE LOCATED A MINIMUM OF 10' FROM ANY MEANS OF INTAKE FROM ADJACENT SPACES. 61 3/4" CONDENSAD DRAIN WITH P -TRAP FROM AHU. CONDENSATE SHALL GRAVITY FLOW ABOVE IHE CEILING AND TERMINATE AT THE REAR OF THE BUILDING 12" ABOVE GRADE. ❑7 PROVIDE AUXILIARY DRAIN PAN UNDER EACH AIR HANDLING UNIT MOUNTED ABOVE CEILING, PAN SHALL BE 2" DEEP AND EXTEND 2- BEYOND AIR HANDLING UNIT ON ALL SIDES. PROVIDE FLOAT SNATCH IN AUXILIARY DRAIN PAN, INTERLOCKED WITH UNIT SUPPLY FAN TO SHUT THE UNIT DOWN WHEN WATER LEVEL IN PAN EXCEEDS 1/2-. ❑8 ROUTE (2) 6.0 EXHAUST DUCTS UP TO 8.0 RISER. TAKE UP TO ROOF DISCHARGE CAP. DISCHARGE SHALL BE A MINIMUM OF 10' AWAY FROM ANY MEANS OF INTAKE ON THE ROOF. n COORDINATE ROUT.NG OF DUCTWORK WITH OTHER DISCIPLINES AND MAKE-UP AIR VENTING FOR DRYERS. REFER 10 SHEET M2 FOR DUCTWORK LAYOUT. 10 NEW 3/4- CONDENSATE DRAIN WITH P -TRAP FROM AHU. CONDENSATE SHALL GRAVITY FLOW ABOVE THE CEILING AND TERMINATE AT THE REAR OF THE BUILDING 12- ABOVE GRADE. 11 NEW REFRIGERANT LINE ROUTED UP TO NEW ROOF TOP CONDENSING UNIT. HIM A.C. LEGEND ® SUPPLY DIFFUSER RETURN AIF: GRILLE ® EXHAUST AIR GRILLE M4 RIGID DUC i YORK (WIDTH/DEPTH) . N0OF PEOPLE ELBOW WITH TURNING VANES MANUAL SPUTTER DAMPER 10 FLEXIBLE DUCT WITH SPIN -IN FITTING 3205 AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER FD = FIRE DAMPER ® DUCT MOUNTED SMOKE DETECTOR �s REMOTE TEMPERATURE SENSOR PROGRAMMABLE THERMOSTAT —CD— CONDENSATE DRAIN LINE -4-- UC 1- DOOR UNDERCUT VENTILATION REQUIREMENT SCHEDULE SERVED BY ROOM PEOPLE/ 1000 SIF REQ'D CFM PER PERSON SQ.FT. OF AREA . N0OF PEOPLE REQ'D CFM TOTAL 100 - TABLE do LAUNDRY AREA 10 11 3205 33 363 102 - OFFICE 5 17 110 1 17 RTU -1 TOTAL REQUIRED 380 450 TOTAL PROVIDED NOTE: (1) REQURIED CFM VALUES BASED ON THE n ADDENDUM TO ANSI/ASHRAE STANDARD 62-2004. (2) ALL OUTSIDE AIR REQUIREMENTS WILL BE PROVIDED BY NEW ROOF TOP UNIT. OC/ ASS'OCA 7ES, INC. Consulting Engineers Orlando - Ft. Pierce • West Palm Beach - Ft. Myers 427 Centerpointe Circle. Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax (407) 332-7704 W W W.Oc IassociateS.com CERTIFICATE OF AUTHORIZATION •6261 ASSOCIATES INC., JASON L. SMITH, P.E. 427 CENTERPOINTE OR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE57743 Il■ LAUNDRY 1516 FRENCH AV.(17-92) SAN FORD, FL OWNER: TERRY WEATHERMAN PROJEC FLOOfi;P, F=)L,1N i4V,4C SCALE DRAWN JD CHECK Jas F_ PROJECT NO 00005 DATED Fps. 16, 0(o ROGER ALLEN L I IN & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 SIZE AWG PER TABLE NEC 250.66 #4 CU AWG - NEC 250.66(B) CONCRETE ENCASED ELECTRODE (EUFER GROUND) MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER --- �r ACCESSIBLE GROUND SERVICE GROUNDING 60OA/30 METER OM SOCKET SURGE ARRESTOR BONDING JUMPER NEUTRAL BAR PER NEC 250.368 7 FSA GND. BAR 30/3 PROVIDE GROUNDING PER DETAIL ON THIS DRAWING. BOND A,LL7�o SERVICE GROUNDS TOGETHER. U 4k M SURGE PROTECTOR TVSS -/ 600/3 - #6 AWG CU EXCEPT IF WATER PIPE GROUND NOT AVAILABLE, SIZE PER TABLE (NEC 250.66(A)) EXOTHERMIC CONNECTION (TYPICAL) - 3/4" X 30' COPPERWELD GROUND ROD (3 MIN) DETAIL N.T.S. TO POWER COMPANY TRANSFORMER (EXISTING) MAIN DISCONNECT 600A I L---- I PANEL PANEL 'PPI' LOCATION ELECTRICAL ROOM 1 SERVICE RATING 100/3 150/3 120/24OV-30-4W 100A -MLO MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR TRIP POLES OA KVA 0B 0C CKT. NO• 08 KVA BKR LOAD DESCRIPTION 0A 08 1 OC TRIP IPOLES R- RECEPT. RM 100 20 1 0.90 C, U .-- 4 � ' 1 2 0.36 20 20 1 R- RECEPT. RM 103 H- AC -1 20 2 0.20 3 4 PANEL PANEL 0.90 20 1 R- RECEPT. RM 102, 101 H- 20 1ODA 100A I BOA I 0.20 5 6 MLO MLO MLO L_J 0.18 20 1 R- RECEPT. SHOW WINDOW R-' RECEPT. SHOW WINDOW 20 1 0.18 1 0.90 7 8 0.18 8 0.90 20 1 R- RECEPT. SHOW WINDOW R- RECEPT. SHOW WINDOW 20 1 0.18 1 9 10 0.18 10 20 1 R- RECEPT. SHOW WINDOW R- VENDING 20 1 E- GAS DRYER 1.00 11 12 0.90 1.00 20 1 R- VENDING R- VENDING 20 1 1.00 E- GAS DRYER _ E- GAS DRYER 13 141 0.00 20 1 SPARE SPARE 20 1 0.001516 E- GAS DRYER E- GAS DRYER 20 1 0.00 0.90 20 1 SPARE SPARE 20 1 20 0.00 17 18 20 1 0.00 20 1 SPARE SPARE 20 1 0.00 0.90 20 19 20 0.00 20 1 20 1 SPARE SPARE 20 1 0.00 21 22 E- GAS DRYER 0.70 20 20 1 E-- EWC R- RECEPT. RM 104, 105 20 1 0.3623 241 1 E- GAS WATER HEATER GWH-1 0.00 20 1 SPARE L- LIGHTING 20 1 0.95 24 25 26 0.80 2 H- AHU-2 20 1 M- FANS L- LIGHTING 20 1 1.20 26 27 28 0.80 20 1 M- FANS L- LIGHTING 20 1 0.84 29 30 0.00 0.50 20 2 H- CU -1 R- RECEPT. VIDEO GAMES 20 1 1.20 3.50 31 32 0.50 0.00 - 1 H- M- FANS 20 1 0.80 1 33 34 32 0.00 - 1 SPACE SPACE - 1 1 0.00 35 36 33 34 0.00 - I SPACE SPACE - 1 0.00 - 1 37 38 0.00 35 36 - 1 SPACE SPACE - 1 0.00 - 39 40 0.00 37 - 1 SPACE SPACE - 1 SPACE 0.00 4114' 1 0.00 0.00 - 1 SPACE TOTALS 1 4.23 1 2.38 1 2.40 SPACE 1.84 1 2.58 1 1.68 1 0.00 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING TOTALS 110.601 2.99 1 6.40 1.25 7.10 3.74 6.20 0.00 LOAD CALCULATIONS: CONN. LOAD - RECEPTACLES - 1ST 10 KVA D.F. CALC. DEMAND- 7.62 LOADS NOT INCLUDED IN CALCULATIONS: 1.00 1.25 7.62 0.00 NOTES: 1.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 1.40 1.00 1.40 MOTORS 2.40 1.00 2.40 EQUIPMENT 0.70 1.00 0.70 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 1 0.00 1.00 0.00 TOTAL KVA AMPS 15.11 36.35 0.00 15.86 ( 38.15 2 SETS OF 4#350KCMIL, (1) 3"C EACH 1 MAIN DISTRIBUTION PANEL "MDP" 600A MCB, 120/24OV-30-4W, 65 KAIC 100/3 150/3 60/3 125/3 125/3 100/3 90/3 LOAD DESCRIPTION o U C�.7 Z z 08 0C W,U NSU 0B aU TRIP POLES .- CN .- i .- CN .- CV "- N .-- C, U .-- 4 � ' V •-- V �-- C, V 20 1 �- E- GAS DRYER 20 �F -1 F -1 F -1 I- - - � PANEL 313 PANEL PANEL 4 PANEL PANEL 90A PP1 PP2 I IPANL I E I I I I I I BP2BP3 E- GAS DRYER 20 1ODA 100A I BOA I I 125A I I 125A I I 100A 0.90 5 MLO MLO MLO L_J MLO MLO MLO L - _J �_ J J L^ I RTU -1 20 1 E- GAS DRYER PANELS PROVIDED BY BULKHEAD 20 1 0.90 MANUFACTURER 7 8 ELECTRICAL ONE -LINE DIAGRAMf""" NTS PANEL PANEL 'PP2' SERVICE 120/240V -30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECTRICAL ROOM RATING 150A -MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. N . KVA BKR LOAD DESCRIPTION TRIP POLES OA 08 0C OA 0B 0C TRIP POLES E- GAS DRYER 20 1 0.90 1 2 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 3 4 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 5 6 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 7 8 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 9 10 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 11 12 0.90 20 1 E- GAS DRYER _ E- GAS DRYER 20 1 0.90 13 14 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 15 16 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 17 18 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 19 20 0.90 20 1 E- GAS DRYER E- GAS WATER HEATER GWH-1 20 1 0.96 21 22 0.96 20 1 E- GAS WATER HEATER GWH-1 M- CP -1 20 1 0.20 123 24 3.50 45 2 H- AHU-2 H- AHU-1 45 2 3.50 125 26 3.50 H- H- 3.50 27 28 0.00 - 1 SPACE H- AHU-3 45 2 3.50 29 30 0.00 - 1 SPACE H- 3.50 1 31 32 0.00 - 1 SPACE SPACE - 1 0.00 33 34 0.00 - 1 SPACE SPACE - 1 0.00 35 36 0.00 - 1 SPACE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 1 0.00 41142 0.00 - 1 ISPACE TOTALS 110.601 7.16 1 6.40 7.10 3.66 6.20 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND- KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - IST 10 KVA 0.00 1.00 1 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 21.00 1.00 1 21.00 MOTORS 0.20 1.00 0.20 EQUIPMENT 19.92 1.00 19.92 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 41.12 98.92 41.12 98.92 OCIASSOCMMS, INC. Cons4/ting Enggineere Orlando • Ft. Pierce - West Palm Beach - Ft. Myers 427 Centerpointe Circle. Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax* (407) 332-7704 www.00lassociates.com CERTIFICATE OF AUTHORIZATION •6261 P PERMIT - •z6 - _ i r U k6(0r�) SOS 06 FLANS REVIEWED CITY OF SANFORD TH MAS B. AITCHESON, P.E. 427 C rERPOINTE CIR., SUITE 1825 ASSOCIATES ALT ONTE SPRINGS FL 32701 INC. F . REG. NO.: PE32166 LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FLOG FLAN I 4 DRAWINGE SCALE I D RAW N CHECK Eur PROJECT NO O':� °°5 DATED FE5. 16, 0(o & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 0 NORTH 1.)iu I I f—I.V L.IVIJL_ . \1 / JL -i SAWORD, FLORIDA t , co r LEGAL DDESCRIPTIONPROJECTSITE S FRENCH AVE. .PARCEL ID. LOT 5 SUBDIVISION AV FRENCH PROPERTY, PLATBOOK 7, PG. 10 N I T E l A D E FLORIDA BUILDING CODE, 2004 ED. FLORIDA PLUMBING CODE, 2004 ED. FLORIDA MECHANICAL CODE, 2004 ED. NATIONAL ELECTRICAL CODE, 2004 ED. NFPA 101 LIFE SAFETY CODE, 2004 ED. _i.w '.{ to .a a rti Lop Scs 20641 c Y, *./000- 5t IA REVIEWED .,mford Fire LIA 1516 FRENCH AV.(17-92) SANFORD,FL C400 ce �,1i • �.h� � TU RRY WEATHERMAN BUILDING ARE'A: 1. THE GENERAL SCOPE OF THIS PROJECT IS TO INCORPORATE A COIN LAUNDRY FACILITY WITH THE EXISTING SPACE. INTERIOR BUILD -OUT AREA =3,980 SF 2. ALL WORK MUST COMPLY WITH ALI, LOCAL CODES AND ORDINANCES. FBC CHAPTER 3, SECTION 312 BUILDING OCCUPANCY: 3, ALL TRADES TO REMOVE DEBRIS 'D.'iLY TO A PROVIDED CONTAINER. BUSINESS OCCUPANCY - GROUP B 4. THE TWO EXISTING FIRE WALLS ARE 10 REMAIN. ANY PENETRATION OR NUMBER OF STORIES= ONE DEMAGE MUST BE REPAIRED AND THE EXISTING FINISH SHALL BE PREPARED TO RECEIVE GLOSS PAINT BUILDING HEIGHT= 18 FT. 5. FOR ALL FLOOR, WALL AND ROOF PENETRATIONS SHALL HAVE SECURITY PROVISIONS. COND AREA OF UNIT = 2423 SF 6 ALL LARGE WALL AND ROOF PENTRATIONS SHALL HAVE SECURITY PROVISIONS FBC CHAPTER 6, SECTION 608 CONSTRUCTION CLASSIFICATION (FBC 2001); 7. ELECTRICAL AND PLUMBING SERVICES FOR THE WASHING MACHINES SHALL RUN UNDERGROUND. CONCRETE WILL BE CUT, TERMITE TREATED AND EXISTING TYPE FOUR (4)1.NPROTECTED, SPRINKLERED FREFINISHED TO ORIGINAL ELEVATION. SCALE FBC CHAPTER 8, TABLE 803.3 INTERIOR FINISH CLASSIFICATIONS: 8. ALL FLOORS SHALL RECEIVE CERAMIC TILE WITH EXCEPTION OF SERVICE AREAS WHICH SHALL REEMAIN UNFINISHED CONCRETE. BUSINESS OCCUPANCY "B" (SPRINKLERED CRITERIA) EXITS: CLASS "C" 9. ALL FINISHES SHALL BE STANDARD BUILDERS GRADE. I �/-1 V V N Ac / FJR EXIT ACCESS: CLASS "C" 10. ALL INTERIOR PARTITION WALLS AND SOFFIT BULKHEAD TO BE 3-5/8" METAL OTHER SPACES: CLASS "C" STUD FRAMING (UP TO THE UNDERSIDE OF THE CEILING GRID) WITH 5/8" DRYWALL THROUGHOUT. I ' FBC CHAPTER 10 TABLE 1003.1 MINIMUM OCCUPANT LOAD: 11. WALL INSULATION WILL BE LIMITED TO THE DRYER BULKHEAD SOFFIT ONLY. ^' E C KIR / BUSINESS 3900/100 39 12. ALL NEW DOORS TO BE SOLID BIRCH NATURAL FINISH WITH 1=HOLLOW METAL FRAMES. 13. STATIONARY COUNTERS SHALL BE PLASTIC LAMINATE PER "LAUNDROMART" SPECIFICATIONS. 200&-012 FBC CHAPTER 10, SECTION 1004.2 MINIMUM NUMBER OF EXITS: 14. ALL INTERIOR PIPE COLUMNS TO BE CLEANED AND PAINTED TO MATCH. / PROJECT NO. OCCUPANCY LOAD 1-500 = 2 EXITS 15. STORFRONT GLASS SHALL BE CLEAR WITH MILL FINISH FRAMES.P. P!P4 16. EXISTING ACOUSTICAL CEILING TO REMAIN AND PATCH AS NECESSARY. 2 EXITS PROVIDED . , NO ADDITION TO BE ADDED. DATED MAR. 22, 0(o FBC CHAPTER 10, TABLE 1004 EGRESS WIDTH & DISTANCES: l /"� L 17. WASHER BULKHEADS SHALL BE PROVIDED PRE -FAB UNITS SUPPLIED EITH WATER,SUPPLY (� AND ELECTRICAL SUPPLY (SEE MEP). 0 GROUP "B" - MAX. TRAVEL DISTANCE TO AN EXIT. DOES NOT EXCEED 300' (SPRK) GROUP "B" - MAX. DEAD END CORRIDOR: DOES NOT EXCEED 20' 18, PAINTING AND WALL GRAPHICS PER "LAUNDROMART" SPECIFICATIONS. GROUP "B" - MIN. CORRIDOR WIDTH: 44" REQUIRED 19. SECURITY SYSTEM IS NOT IN CONTRACT (NIC). GROUP "B" -MIN. CLEAR OPENING OF EXIT DOOR: 32" REQUIRED FBC CHAPTER 11, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ALL BUILDINGS, FACILITIES, ELEMENTS AN SPACES SHALL COMPLY WITH THE 0L w APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR THE DISABLED PER FLORIDA STATUTES F , f -R, z9,q CHAPTER 553, PART V, AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDINGr<. �� L L E CONSTRUCTIONIL m'm ffl"�L EX DRAW11ft'(3 INU HANDICAPPED ACCESSIBLE ENTRANCES MUST BE PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO THE NUMBER OF REQUIRED EXITS BY THE BUILDING CODE. 1 COVER SHEET & GENERAL NOTES ALL DOORS TO BE PROVIDED WITH HARDWARE HAVING A SHAPE THAT IS EASY TO GRASP 2 DEMOL. PLAN, CONCRETE SLAB PLAN AND WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST TO OPERATE. SEE DOOR SCHEDULE FOR DETAILS AND SPECIFICATIONS. DETAILS 3 FLOOR PLAN AND SCHEDULES & ASSOCIATES TOILET ROOMS AND/OR RESTROOMS SHALL BE CONSTRUCTED TO MEET THE REQUIREMENTS OF THE LAWS RELATING TO ACCESSIBILITY FOR THE DISABLED. REFER TO ENLARGED RESTROOM PLAN, DETAILS AND ELEVATIONS. ARC H I T E INTERIOR DESIGN LAND PLANNING V 1175 SPRING CENTRE SOUTH BLVD. STE. 208 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 A a J IDEt%-IOLITION f=LAN L]E7-)r=�10L, ITI0N NOTE5 OI REMOVE EX15T. BLK WALL AND RAMP REMOVE EXI5TINC3, DOOR ,4ND WINDOW. 02 C5EE FLOOR PLAN FOR NEW CONDITION). 0?- REMOVE, EXISTING PARTITION 04 REMOVE EXIST. 5ATHROOM AND LAV. 05 i�EMOVE EXIST. WALL5 AND DOORS REMOVE SLAB AND REPAIR TO LEVEL EXISTING SLAB 0-f REMOVE EXIST. ELEC. PANEL TO RELOCATE CONCFRETE SLAE3 FLAN FOUNDATION NOTES: FLOOR SLAB SHALL BE 4" THICK FIBER MESH CONCRETE ON 6 MIL VISQUEEN VAPOR BARRIER OVER WELL COMPACTED, TERMITE TREATED FILL. CONCRETE SHALL CONFORM TO ACI 318/83 AND SHALL HAVE MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. REINFORCING STEEL SHALL BE ASTM 615, GRADE 40 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER. FOOTINGS - BOT'T'OM TOP 2", SIDES 3". CONTRACTOR SHALL BE RESPONSABLE FOR ALL WATERPROOFING, FLASHING, CAULKING, ETC. EX15T. STOREFRONT NEW WINDOW SILL \ '/2 11 DRTWALL OVI=R Il,2" HAT CHANNEL I PROVIDE VISI I&" O.C."ij'• ,l VAPOR BARR REMOVE BETIUEEN EXIe EXISTING ,,, AND PR`'t"UJAL1 SLAB EXISTI 51pEW - _ - - - _ - A TILE FLOOR OVER NEW 4" THK. C ;ONC. � SLAB VIN'T-L BASE .., c� EXISTIN('; WALL ANp FOUNDATION &ECT I ON 3/411=I'-�11 LAUNDRI' sPAcE DR -T -WALL OVER QUEEN NAT CHANNEL 13=R fro O.G. T. WALL REMOVE EXISTING NG S 4LK � TILE FLOOR OvE=R NEW 4" THK. ONC. 5LAk3 VINYL BASE CONNECTION BETWEEN NEW ............ ...............: SLAB 4 EXISTING WALL: +13 REBAR - 1811 LONG m 2411 O.C. AND AT CORNERS AND ENDS W1 &" EMEPI=DMENT INTO EXI5TIN(�; SLAPS USE SIMPSON EPDXI' *F—T_ SECTION 2 TENANT SPACE PROVIpE VISQUEEN VAPOR B4RRIER E3ETWEEN EX15T. WALL AND DR 7 -WALL EXISTING:; SLAP EXISTING WALL ANP FOUNIDAT ION 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN 'ROJECT CONCF,ETf- 2 DRAWING SCALE DRAWN ACa / FJR CHECK FIR / RL � DsaS PROJECT NO D DATED MAS. 22 06 ROGER ALL N EL w L IN f & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 3 I t(1 1 . A a J IDEt%-IOLITION f=LAN L]E7-)r=�10L, ITI0N NOTE5 OI REMOVE EX15T. BLK WALL AND RAMP REMOVE EXI5TINC3, DOOR ,4ND WINDOW. 02 C5EE FLOOR PLAN FOR NEW CONDITION). 0?- REMOVE, EXISTING PARTITION 04 REMOVE EXIST. 5ATHROOM AND LAV. 05 i�EMOVE EXIST. WALL5 AND DOORS REMOVE SLAB AND REPAIR TO LEVEL EXISTING SLAB 0-f REMOVE EXIST. ELEC. PANEL TO RELOCATE CONCFRETE SLAE3 FLAN FOUNDATION NOTES: FLOOR SLAB SHALL BE 4" THICK FIBER MESH CONCRETE ON 6 MIL VISQUEEN VAPOR BARRIER OVER WELL COMPACTED, TERMITE TREATED FILL. CONCRETE SHALL CONFORM TO ACI 318/83 AND SHALL HAVE MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. REINFORCING STEEL SHALL BE ASTM 615, GRADE 40 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER. FOOTINGS - BOT'T'OM TOP 2", SIDES 3". CONTRACTOR SHALL BE RESPONSABLE FOR ALL WATERPROOFING, FLASHING, CAULKING, ETC. EX15T. STOREFRONT NEW WINDOW SILL \ '/2 11 DRTWALL OVI=R Il,2" HAT CHANNEL I PROVIDE VISI I&" O.C."ij'• ,l VAPOR BARR REMOVE BETIUEEN EXIe EXISTING ,,, AND PR`'t"UJAL1 SLAB EXISTI 51pEW - _ - - - _ - A TILE FLOOR OVER NEW 4" THK. C ;ONC. � SLAB VIN'T-L BASE .., c� EXISTIN('; WALL ANp FOUNDATION &ECT I ON 3/411=I'-�11 LAUNDRI' sPAcE DR -T -WALL OVER QUEEN NAT CHANNEL 13=R fro O.G. T. WALL REMOVE EXISTING NG S 4LK � TILE FLOOR OvE=R NEW 4" THK. ONC. 5LAk3 VINYL BASE CONNECTION BETWEEN NEW ............ ...............: SLAB 4 EXISTING WALL: +13 REBAR - 1811 LONG m 2411 O.C. AND AT CORNERS AND ENDS W1 &" EMEPI=DMENT INTO EXI5TIN(�; SLAPS USE SIMPSON EPDXI' *F—T_ SECTION 2 TENANT SPACE PROVIpE VISQUEEN VAPOR B4RRIER E3ETWEEN EX15T. WALL AND DR 7 -WALL EXISTING:; SLAP EXISTING WALL ANP FOUNIDAT ION 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN 'ROJECT CONCF,ETf- 2 DRAWING SCALE DRAWN ACa / FJR CHECK FIR / RL � DsaS PROJECT NO D DATED MAS. 22 06 ROGER ALL N EL w L IN f & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 ROOM FINISH &CHEL-)UL E i u WALL5 CLCD. CLQ, HGT. ROOM FINISH &CHEL-)UL E No. ROOM NAME FLOOR E3ASr WALL5 CLCD. CLQ, HGT. REMARKS ® 1 (2) 3'-0" x &'-8" O 20 L8. To LOADS WA5HEia: EXIST- C/ 30 !-P. FRONT L04D5 wA5HER 2 3'-0" x &'-8" HINC-;1=© UJp O 80 LP. FRONT L0,4D5 1.U,45HI=R M.4Tr=RIAL 3'-0" x &'-8" WINO-�)=1� WID LAUNDRY TUa 11 FINISH NOT USED � 12 FOLDING TAPLES CN.I.G.) 13 D ROP PDX 5 2'-88 WE1 l x UJp 8 1-S" 2'-011 x 61-all HIN��D WrD U t- <1 -1 qoo Z U Q l) 111 :3 100 TA51-E5 d LAUND. AREA • • • '01 • g'-0" 101 RECEPTION • • • • • g'-�" 102 Oi=FICE • • ® • • g'_O�� l Oaf- R1* ST R©O1"f • • • • • g' - 0" 10rE�, 4 STOP. • • • • • `�'-" IL-1 W.4T1=R H1` 4T. 4RFHA • • e C�C� HC�)UL No 5 I z 1= TYPE i" 1,4T. L INT)=t_ ® 1 (2) 3'-0" x &'-8" O 20 L8. To LOADS WA5HEia: EXIST- C/ 30 !-P. FRONT L04D5 wA5HER 2 3'-0" x &'-8" HINC-;1=© UJp O 80 LP. FRONT L0,4D5 1.U,45HI=R 3 3'-0" x &'-8" WINO-�)=1� WID LAUNDRY TUa 11 -4 NOT USED � 12 FOLDING TAPLES CN.I.G.) 13 D ROP PDX 5 2'-88 WE1 l x UJp 8 1-S" 2'-011 x 61-all HIN��D WrD WINl::)C')uJ 5C1-4L:)U . No. s I z r OTY. TYPE t -1.4-r. ILINTr=L- SDE 51UR R1=MARKS PRE,4 2'-4" x MATCH EXIST. 1 I MATO-H EXI5T..4L.Uf�I I PX15T. 1 4-4 E(C U I FMENT LIST 1D CH.4NGFE M.4CH INE NER,4L- NOTES 1. THE GENERAL SCOPE OF THIS PROJECT IS TO INCORPORATE A COIN LAUNDRY FACILITY WITHIN THE EXISTING SPACE. 2. ALL WORK MUST COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 3. ALL TRADES TO REMOVE DEBRIS DAILY TO A PROVIDED CONTAINER. 4. THE TWO EXISTING FIRE WALLS ARE TO REMAIN. ANY PENETRATIONS OR DAMAGE MUST BE REPAIRED AND THE EXISTING FINISH SHALL BE PREPARED TO RECEIVE GLOSS PAINT. 5. FOR ALL FLOOR, WALL AND ROOF PENETRATIONS SEE MEP DRAWINGS. 6. ALL LARGE WALL AND ROOF PENETRATIONS SHALL HAVE SECURITY PROVISIONS. 7. ELECTRICAL AND PLUMBING SERVICES FOR THE WASHING MACHINES SHALL BE RUN UNDERGROUND, CONCRETE WILL BE CUT, TERMITE TREATED AND REFINISHED TO ORIGINAL ELEVATION. 8. ALL FLOORS SHALL RECEIVE PORC. TILE WITH EXCEPTION OF SERVICE AREAS WHICH SHALL REMAIN UNFINISHED CONCRETE. 9. AL FINISHES SHALL BE STANDARD BUILDERS GRADE. 10. ALL INTERIOR PARTITION WALLS AND SOFFIT BULKHEADS TO BE 3 5/B" METAL STUD. FRAMING (UP TO THE UNDERSIDE OF THE CEILING GRID) WITH 5/g" DRYWALL THROUGHOUT. 11. WALL INSULATION WILL BE LIMITED TO THE DRYER BULKHEAD SOFFIT ONLY. 12. ALL NEW DOORS TO BE SOLID BIRCH PAINT FINISH WITH I= HOLLOW METAL FRAMES. 13. STATIONARY COUNTERS SHALL BE PLASTIC LAMINATE PER "LAUNDROMART SPECIFICATIONS. 14. ALL INTERIOR PIPE COLUMNS TO BE CLEANED AND PAINTED TO MATCH. 15. STOREFRONT GLASS SHALL BE CLEAR WITH MILL FINISH FRAMES. 16. EXISTING ACOUSTICAL CEILING TO REMAIN AND PATCH AS NECESSARY. NO ADDITION TO BE ADDED. 17. WASHER BULKHEADS SHALL BE PROVIDED PRE-FAE UNITS SUPPLIED WITH WATER SUPPLY AND ELECTRICAL SUPPLY (SEE MEP) . 18. PAINTING AND.WALL GRAPHICS PER "LAUNDROMART" SPECIFICATIONS. 19. SECURITY SYSTEM IS NOT IN CONTRACT (NTC). N.T.S. LAVAToRr: SEE PLUMS. 1-IXT. SCHEDULE WALL MOUNTED MIRROR: WITH CONCEAL1=D CLIP MTCx AND POLI51AED CHROME FINISH, APPROXIMATE 5121=: 24",{36" 0`J c-=oLD PAPER TOWEL D15PEN5ER= SURFACE MOUNTED ON WALL SATIN CHROME FINISH. O HANDICAPPED ACCESS15LE TOILET: 18" HIGsH VI.TRI=0U5 CHINA (WHITE), CL05E-COUPLED ENLOGATFD SIPHON JET, SOLID PLASTIC SEAT WITH OPEN FRONT. SEE PLUMC31NCx PLANS. ® TOILET TISSUE D15PENEER= DOUf3LE ROLL, SURFACE MOUNTED, ON WALL. SATIN CHROME 1=IN15H. O GiRA5 BAR: I -Y" DIAMETFR, I-Yz" CLEARANCE r -ROM WALL FACE, STAINLESS STEEL, 1=3RU51-IED 1=1N15H, LENGTH AS INDICATED, 0 50AP DI5PEN5ER. (WALL/SURFACE MOUNTED) SET E30TTOM AT 3'6" APP. O COMPACT RECESSED PAPER TOWEL D15PE SER AND WASTE RECEPTACLE. It 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FLOOR FL.4N 4 DRAWING 3 1 SCALE DRAWN AG / EJR CHECK SJR / RL PROJECT NO �'�00 DATED M14R. 22, Oro 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 2� SOAP D15PEN5ER 4MGHINE 3O 30 Le. DF-TER5 ® -f5 L15. DRYERS O 20 L8. To LOADS WA5HEia: C/ 30 !-P. FRONT L04D5 wA5HER O 6rO LP. FRONT LOADS WA5HEHR O 80 LP. FRONT L0,4D5 1.U,45HI=R O WAT1=R C00L1^R O LAUNDRY TUa 11 WATER HEATER � 12 FOLDING TAPLES CN.I.G.) 13 D ROP PDX NER,4L- NOTES 1. THE GENERAL SCOPE OF THIS PROJECT IS TO INCORPORATE A COIN LAUNDRY FACILITY WITHIN THE EXISTING SPACE. 2. ALL WORK MUST COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 3. ALL TRADES TO REMOVE DEBRIS DAILY TO A PROVIDED CONTAINER. 4. THE TWO EXISTING FIRE WALLS ARE TO REMAIN. ANY PENETRATIONS OR DAMAGE MUST BE REPAIRED AND THE EXISTING FINISH SHALL BE PREPARED TO RECEIVE GLOSS PAINT. 5. FOR ALL FLOOR, WALL AND ROOF PENETRATIONS SEE MEP DRAWINGS. 6. ALL LARGE WALL AND ROOF PENETRATIONS SHALL HAVE SECURITY PROVISIONS. 7. ELECTRICAL AND PLUMBING SERVICES FOR THE WASHING MACHINES SHALL BE RUN UNDERGROUND, CONCRETE WILL BE CUT, TERMITE TREATED AND REFINISHED TO ORIGINAL ELEVATION. 8. ALL FLOORS SHALL RECEIVE PORC. TILE WITH EXCEPTION OF SERVICE AREAS WHICH SHALL REMAIN UNFINISHED CONCRETE. 9. AL FINISHES SHALL BE STANDARD BUILDERS GRADE. 10. ALL INTERIOR PARTITION WALLS AND SOFFIT BULKHEADS TO BE 3 5/B" METAL STUD. FRAMING (UP TO THE UNDERSIDE OF THE CEILING GRID) WITH 5/g" DRYWALL THROUGHOUT. 11. WALL INSULATION WILL BE LIMITED TO THE DRYER BULKHEAD SOFFIT ONLY. 12. ALL NEW DOORS TO BE SOLID BIRCH PAINT FINISH WITH I= HOLLOW METAL FRAMES. 13. STATIONARY COUNTERS SHALL BE PLASTIC LAMINATE PER "LAUNDROMART SPECIFICATIONS. 14. ALL INTERIOR PIPE COLUMNS TO BE CLEANED AND PAINTED TO MATCH. 15. STOREFRONT GLASS SHALL BE CLEAR WITH MILL FINISH FRAMES. 16. EXISTING ACOUSTICAL CEILING TO REMAIN AND PATCH AS NECESSARY. NO ADDITION TO BE ADDED. 17. WASHER BULKHEADS SHALL BE PROVIDED PRE-FAE UNITS SUPPLIED WITH WATER SUPPLY AND ELECTRICAL SUPPLY (SEE MEP) . 18. PAINTING AND.WALL GRAPHICS PER "LAUNDROMART" SPECIFICATIONS. 19. SECURITY SYSTEM IS NOT IN CONTRACT (NTC). N.T.S. LAVAToRr: SEE PLUMS. 1-IXT. SCHEDULE WALL MOUNTED MIRROR: WITH CONCEAL1=D CLIP MTCx AND POLI51AED CHROME FINISH, APPROXIMATE 5121=: 24",{36" 0`J c-=oLD PAPER TOWEL D15PEN5ER= SURFACE MOUNTED ON WALL SATIN CHROME FINISH. O HANDICAPPED ACCESS15LE TOILET: 18" HIGsH VI.TRI=0U5 CHINA (WHITE), CL05E-COUPLED ENLOGATFD SIPHON JET, SOLID PLASTIC SEAT WITH OPEN FRONT. SEE PLUMC31NCx PLANS. ® TOILET TISSUE D15PENEER= DOUf3LE ROLL, SURFACE MOUNTED, ON WALL. SATIN CHROME 1=IN15H. O GiRA5 BAR: I -Y" DIAMETFR, I-Yz" CLEARANCE r -ROM WALL FACE, STAINLESS STEEL, 1=3RU51-IED 1=1N15H, LENGTH AS INDICATED, 0 50AP DI5PEN5ER. (WALL/SURFACE MOUNTED) SET E30TTOM AT 3'6" APP. O COMPACT RECESSED PAPER TOWEL D15PE SER AND WASTE RECEPTACLE. It 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FLOOR FL.4N 4 DRAWING 3 1 SCALE DRAWN AG / EJR CHECK SJR / RL PROJECT NO �'�00 DATED M14R. 22, Oro 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 PLUMBING SYMBOLS LEGEND SS SOIL PIPE OR WASTE PIPE LINT WASTE PIPE -UHT - - - - VENT PIPING - 1 COU) WATER PIPING - - HOT WATER PIPING - - - HOT WATER RETURN PIPING G-------- GAS PIPING -----DQ- BAH_ VALVE WCO WALL CLEANOUT CO CLEANOUT VTR VENT THROUGH ROOF KEYNOTES E: 0 REMOVE ALL EXISTING PLUMBING FIXTURES. REMOVE ALL EXISTING SANITARY AND WATER SERVING AND CAP PIPING IN WALL, CLG., BELOW GRADE AND FINISH WALL, CLG, FLOOR TO MATCH NEW. ECONTRACTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEAD WHEN NEEDED DUE TO CHANGES TO THE EXISTING INTERIOR. �3 PROVIDE ADDITIONAL FIRE SPRINKLER UPRIGHTS 1OFT O.C. PROVIDING COVERAGE FOR DRYER SERVICE CHASE. ROUTE AND TIE TO EXISTING. FIELD VERIFY EXISTING. ® CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOf FIRE SPRINKLER SYSTEM RELOCATING AND EXTENDING EXISTING FIRE SPRINKLER HEADS AND PIPING TO NEW REFLECTED CEILING PLAN PROVIDING ADEQUATE SPRINKLER COVERAGE PER NFPA 13 AND LOCAL CODES. nSPRINKLER HEADS SHALL BE CENTERED TO THE TILES.COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL OTHER TRADES. 1. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF 35 THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING ENGINEER A COMPLETE SET OF DRAWING IN INDICATING PIPE LAYOUT, VALVE PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS FIRE PROTECTION CONTRACTOR SHALL COORDINATE WITH THE FORE ALARM BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS SCREWED FITTINGS SHALL BE CAST IRON, 125 LB CLASS, BLACK, AND IN PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE BLACK, AND IN ACCORDANCE WITH ANSI B16.3. STYLE OF FITTINGS ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT ;SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT, TT IS ,ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS FLANGED FITTINGS SHALL BE THREADED, CAST IRON, SHORT BODY, CLASS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 2. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF FULL FACE OF 1/8" MINIMUM THICKNESS RED SHEET RUBBER. FLANGE REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT 38 THAT REMAIN. 3. ALL PIPING SHALL BE CONCEALED CONCEAL ALL PIPING ABOVE CEILING OR IN NEW WALLS. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS/CEILINGS, ETC. 4, ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY 39 THE CONTRACTOR. 5. ALL AND DEVICES, EQUIPMENT, ETC. THAT ARE REMOVED ,SPRINKLERS SHALL BE REMOVED AS DIRECTED BY THE OWNER AND CEILING WALL SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES ;OR CEILING CONNECTIONS TO MAIN SHALL BE PERMITTED WHEN PIPE SIZE OF THE PLATES SHALL BE PATCHED OR PAINTED ASL DIRECTED BY ARCHITECT. 6. ALL EXISTING SPRINKLER APPURTENANCES ARE NOT SHOWN. IT IS THE 41. CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING THAN MAIN. STYLE OF WELDED CONNECTIONS SHALL BE AWED. CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS BID THE REMOVAL OF ALL 30, EQUIPMENT, PIPING ETC. THAT IS NOT BEING REUSED BACK TO IT SOURCE. 42 WORK TO BE PERFORMED DURING "NEW -STANDARD" WORKING HOURS, IRON, 500 PSI WORKING PRESSURE, IN ACCORDANCE WITH ASTM A47. EPTIVE WITHOWNER/TENANTHE S OWNER/TENANSCHEDULE SET STTABLISH DWORK BEING F RSTRICT TH BYMPLIANCE 43 COORDINATE ALL WORK WITH GENERAL CONTRACTOR. THIS CONTRACTOR AD/OR FM. STYLE OF GROOVGROOVEDCOUPLING/FITTINGS SHALL BE SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION PLANT, AND EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS, OVERTIME OPERATIONS, SUNDAY, AND HOLIDAYS IN ACCORDANCE WITH THE OWNERS ROUST -A -BOUT, PLAIN END FITTING, HOOKERS, ETC. SHALL NOT BE OPERATIONAL SCHEDULE. IF THE CONTRACTOR FALLS BEHIND PROGRESS REQUIRED IN THE OPERATIONAL SCHEDULE, THE CONTRACTOR SHALL TAKE SUCH STEPS AS MAY BE NECESSARY TO IMPROVE HIS PROGRESS, AND THE TO ANY SUBMISSIONS OR INSTALLATION. OWNER MAY REQUIRE HIM TO INCREASE THE NUMBER OF SHIFTS AND/OR 31. OVERTIME OPERATIONS. DAY OF WORK AND/OR THE AMOUNT OF CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER UNDER THIS FITTINGS, HANGERS, SPRINKLER, OR ANY/ALL FIRE PROTECTION CONTRACT. I) tt tt tr �� I) tt tt tt -LNT - ` LNT- 7. THE WORK PERFORMED UNDER THIS SECTION SHALL BE BY A STATE OF FLORIDA CERTIFIED FIRE PROTECTION CONTRACTOR WITH A MINIMUM OF 5 YEARS EXPERIENCE. 8. THIS SECTION SHALL GOVERN THE FURNISH OF ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES NECESSARY TO INSTALL COMPLETE OPERATING WET SPRINKLER SYSTEMS, IN STRICT ACCORDANCE WITH NFPA-13 AND 24 AND ALL APPLICABLE SPECIFICATIONS. 10. ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS. 11. STANDARD: ALL EQUIPMENT AND DEVICES SHALL BE U.L/F.M. APPROVED. 12. MATERIALS SUBMITTALS SHALL BE SUBMITTED TO ARCHITECT/ENGINEER ON ALL FIRE PROTECTION ITEMS AND /OT EQUIPMENT FOR APPROVAL AND SHALL BE APPROVED BEFORE ANY INSTALLATION. 13. INSPECTION AND FINAL APPROVAL SHALL BE BY LOCAL FIRE DEPARTMENT AND ARCHTECT/ENGINEER. 14. OBTAIN ALL APPLICABLE PERMIT AND ADHERE TO ALL GOVERNMENTAL REQUIREMENTS, 15. SUITABLY PROTECT ALL EQUIPMENT FURNISHED UNDER THIS DIVISION DURING CONSTRUCTION ALL RUBBISH OCCASIONED BY THIS INSTALLATION SHALL BE PERIODICALLY REMOVED FROM THE PREMISES AND ALL EXPOSED WORK SHALL BE THOROUGHLY CLEANED PRIOR TO FINAL ACCEPTANCE. RESTORE ANY DAMAGED SURFACES AND ITEMS TO "LIKE NEW" CONDITION BEFORE A REQUEST FOR FINAL ACCEPTANCE. 6 D TESTED AND ACCEPTED THIS CONTRACTOR 1 UNTIL SYSTEM 15 COMPLETE SHALL BE RESPONSIBLE FOR REPAIR OF LEAKS, AND ACCIDENTAL BREAKS. 17. GUARANTEE: CONTRACTOR SHALL GUARANTEE IN WRITING, HIS RESPONSIBILITY FOR DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FORM THE DATE OF FINAL ACCEPTANCE ISSUED BY THE ARCHITECT AND CORRECT ANY DEFICIENCIES, LABOR AND MATERIALS, WITHOUT ADDITIONAL COST TO OWNER. 18. PIPE SHALL BE NEW, DESIGNED FOR 175 PSI WORKING PRESSURE, CONFORMING TO ASTM SPECIFICATIONS, AND HAVE THE MANUFACTURE'S NAME OR BRAND, ALONG WITH THE APPLICABLE ASTM STANDARD, MARKED ON EACH LENGTH OF PIPE. 19. 2" OR SMALLER PIPE AND ALL SHALL BE STEEL, SCHEDULE 40, BLACK, AND IN ACCORDANCE WITH SPECIFICATIONS ASTM A120 OR A53. 20. 2-1/2" R LARGER PIPE SHALL BE STEEL, SCHEDULE 10, BLACK, AND IN ACCORDANCE WITH SPECIFICATION ASTM A135. 21. SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY SCREWED JOINTS IN ACCORDANCE WITH SPECIFICA11ON ANSI 132.1, 22, SCHEDULE 10 BLACK STEEL ASTM A135 SPRINKLER PIPE SHALL BE JOINED BY UL AND FM APPROVED MECHANICAL COUPLINGS. COUPLINGS MAY BE OF THE ROLLED GROOVE TYPE OF MECHANICAL LOCKING TYPE (PUSH -ON). GROOVES FOR THE ROLLED GROOVE TYPE SHALL BE ROLLED ONLY (DIE CUT GROOVING WILL NOT BE PERMITTED) AND THEY SHALL BE DIMENSIONALLY COMPATIBLE WITH THE COUPLING. 23. ALL BLACK STEEL PIPE MUST BE PRE OXIDIZED WITH A SUITABLE COATING. ALL PIPE AND VALVING SHALL BE INSTALLED RUST -FREE. 24. ALL ASTM A53 AND ASTM A120 SPRINKLER PIPE MUST BE HYDROSTATIC TESTED AT THE MILL PURSUANT TO THE ASTM STANDARD. 25. ALL ASTM A135 SPRINKLER PIPE MUST BE TESTED WITH A NONDESTRUCTIVE ELECTRIC TEST CONTINUOUS AND UNINTERRUPTED INSPECTION OF THE WELDED SEAM. 26. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER A COMPLETE SET OF DRAWING IN INDICATING PIPE LAYOUT, VALVE CONFIGURATION AND ALL DETAIL REQUIRED FOR SYSTEM INSTALLATION. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM CONTRACTOR TO PROVIDE PROPER INTERFACE WITH THE FIRE ALARM SYSTEM. 27. SCREWED FITTINGS SHALL BE CAST IRON, 125 LB CLASS, BLACK, AND IN ACCORDANCE WITH ANSI 816.4 OR MALLEABLE IRON, 150 LB CLASS, BLACK, AND IN ACCORDANCE WITH ANSI B16.3. STYLE OF FITTINGS SHALL BE STOCKHAM OR ITT GRINNELL OR EQUAL 28. FLANGED FITTINGS SHALL BE THREADED, CAST IRON, SHORT BODY, CLASS 125, BLACK, AND IN ACCORDANCE WITH ANSI B16.1. GASKETS SHALL BE FULL FACE OF 1/8" MINIMUM THICKNESS RED SHEET RUBBER. FLANGE BOLTS SHALL BE HEXAGON HEAD MACHINE BOLTS WITH HEAVY SEMI -FINISHED HEXAGON HEAD NUTS, CADMIUM PLATED, HAVING DIMENSIONS IN ACCORDANCE WITH ANSI 818.2. GROOVED FLANGES SHALL NOT BE PERMITTED. STYLE OF FITTINGS SHALL BE STOCKHAM OR ITT GRINNELL OR EQUAL. 29. WELDED BRANCH CONNECTIONS SHALL BE STEEL; STANDARD WEIGHT, BLACK, IN ACCORDANCE WITH AWSD10.9 AND ANSI 831.1. WELD BRANCH CONNECTIONS TO MAIN SHALL BE PERMITTED WHEN PIPE SIZE OF THE BRANCH LINE IS MORE THAN (2) TWO NOMINAL PIPE SIZES SMALLER THAN MAIN. STYLE OF WELDED CONNECTIONS SHALL BE AWED. 23. ALL BLACK STEEL PIPE MUST BE PRE OXIDIZED WITH A SUITABLE COATING. ALL PIPE AND VALVING SHALL BE INSTALLED RUST -FREE. 24. ALL ASTM A53 AND ASTM A120 SPRINKLER PIPE MUST BE HYDROSTATIC TESTED AT THE MILL PURSUANT TO THE ASTM STANDARD. 25. ALL ASTM A135 SPRINKLER PIPE MUST BE TESTED WITH A NONDESTRUCTIVE ELECTRIC TEST CONTINUOUS AND UNINTERRUPTED INSPECTION OF THE WELDED SEAM. .1 4 S C C ju EXPANSION TANK--\j� (61 .-I i t t t t t I4 I ' t I i I I -INSULATE ALL U.G. HOT t 4 ,•,I .�, .� �,,,� .,.,,,�� ,., WATER PIPING. v LNT LNT WT 26. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ . 35 ENGINEER A COMPLETE SET OF DRAWING IN INDICATING PIPE LAYOUT, VALVE CONFIGURATION AND ALL DETAIL REQUIRED FOR SYSTEM INSTALLATION. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE WITH THE FORE ALARM 36 CONTRACTOR TO PROVIDE PROPER INTERFACE WITH THE FORE ALARM SYSTEM. 27. SCREWED FITTINGS SHALL BE CAST IRON, 125 LB CLASS, BLACK, AND IN ACCORDANCE WITH ANSI 816.4 OR MALLEABLE IRON, 150 LB CLASS, BLACK, AND IN ACCORDANCE WITH ANSI B16.3. STYLE OF FITTINGS 37 SHALL BE STOCKHAM OR ITT GRINNELL OR EQUAL- QUAL28.. 28.. FLANGED FITTINGS SHALL BE THREADED, CAST IRON, SHORT BODY, CLASS 125, BLACK, AND IN ACCORDANCE WITH ANSI B16.1. GASKETS SHALL BE FULL FACE OF 1/8" MINIMUM THICKNESS RED SHEET RUBBER. FLANGE BOLTS SHALL BE HEXAGON HEAD MACHINE BOLTS WITH HEAVY 38 SEMI -FINISHED HEXAGON HEAD NUTS, CADMIUM PLATED, HAVING DIMENSIONS IN ACCORDANCE WITH ANSI B18.2. GROOVED FLANGES SHALL NOT BE PERMITTED. STYLE OF FITTINGS SHALL BE STOCKHAM OR ITT GRINNELL OR EQUAL. 39 29. WELDED BRANCH CONNECTIONS SHALL BE STEEL; STANDARD WEIGHT, _ 40 BLACK, IN ACCORDANCE WITH AWSD10.9 AND ANSI B31.1.. WELD BRANCH CONNECTIONS TO MAIN SHALL BE PERMITTED WHEN PIPE SIZE OF THE BRANCH LINE IS MORE THAN (2) TWO NOMINAL PIPE SIZES SMALLER 41. THAN MAIN. STYLE OF WELDED CONNECTIONS SHALL BE AWED. 30, GROOVED COUPLINGS AND MECHANICAL FITTINGS SHALL BE MALLEABLE 42 IRON, 500 PSI WORKING PRESSURE, IN ACCORDANCE WITH ASTM A47. COUPLING GASKET MATERIAL SHALL BE TESTED AND LISTED BY UL 43 AD/OR FM. STYLE OF GROOVGROOVEDCOUPLING/FITTINGS SHALL BE VICTUALIC. GROOVED MECHANICAL FITTINGS SUCH AS; MECHANICAL TEES, ROUST -A -BOUT, PLAIN END FITTING, HOOKERS, ETC. SHALL NOT BE USED UNLESS WRITTEN PERMISSION FROM ENGINEER IS OBTAINED PRIOR TO ANY SUBMISSIONS OR INSTALLATION. 31. CORROSION PROTECTION: SUPPLY PIPES,. RISERS, BRANCH LINES, FITTINGS, HANGERS, SPRINKLER, OR ANY/ALL FIRE PROTECTION MATERIALS THAT ARE INSTALLED WHERE CORROSIVE CONDITIONS EXIST, OR MOISTURE MAY BE PRESENT, THE CONTRACTOR SHALL PROVIDE PROTECTIVE COATING THAT RESISTS CORROSION ie. GALVANIZATION. GALVANIZED PAINTING SHALL NOT BE PERMITTED. 32, AUTOMATIC SPRINKLER HEADS SHALL HAVE TEMPERATURE RATINGS OF FUSIBLE ELEMENTS TO BE IN ACCORDANCE WITH NFPA-13. 33, COORDINATE SPRINKLER SPACING WITH ALL OTHER TRADES AS REQUIRED. 34, HANGERS: METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE APPROVED BY NFPA-13. ALL HANGERS ON " PIPE AND 4 LARGER IS TO BE CLEVIS TYPE HANGERS. POWDER DRIVEN STUDS SHALL' NOT BE PERMITTED. ALL HANGERS SHALL BE U.L./F.M. APPROVED. PRESSURE REDUCED REGULATOR SET AT .5 PRESSURE FOR 7"-10" WATER COLUMN. GAS SOLENOID VALVE CONNECTED TO FIRE ALARM SYSTEM. �- GAS METER BY GAS COMPANY. 3" U.G. NATURAL GAS BY GAS COMPANY WITH REGULATOR/METER (SET METER FOR 3555 CFHO A TOTOL DEVELOPED LENGTH OF 90'-0") 1 2 3 4 5 ROUTE AND TIE TO VENT STACK. 4" ECO 2" VENT 4" ECO --- - 2" VENT UP.- �I INTERCEPTOR 1000 GAL. MINIMUM. IL. -J L - - SHUT-OFF VALVE 4" ECO IN VALVE BOX, v + HB -1 2" U.G. DOMESTIC WATER. SEE CIVIL DRWG. FOR CONTINUATION. LINT INTERCEPTOR SHALL BE EQUIPPED WITH REMOVABLE STAINLESS STEEL SCREEN THAT PREVENTS PASSAGE OF SOLIDS 1/2 INCH OR LARGER. LINT INTERCEPTOR SHALL BE ACCESSIBLE FOR MAINTENANCE, CLEANING AND REPLACEMENT. THE UNDERGROUND LINT INTERCEPTOR TANK AND LIDS SUBJECT TO VEHICULAR TRAFFIC SHALL BE CONSTRUCTED ACCORDING TO H2O LOADING CALCULATIONS. THE INTERCEPTOR SHALL BE APPROVED MANUFACTURED MODEL OR APPROVED BY THE LOCAL AUTHORITY. 4" ECO ' 2 -WAY 6" U.G. SANITARY SEWER WASTE: SEE CIVIL DRWG. FOR CONTINUATION. FIRE EXTINGUISHERS SHALL BE PROVIDED UNDER OTHER DIVISIONS OF THIS SPECIFICATION. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING SPRINKLER SYSTEMS AND TO REPAIR TO "LIKE NEW CONDITION" TO BE PROVIDED AND INSTALLED BY SPRINKLER CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). THE SPRINKLER CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AS TO LOCATION AND DIRECTION OF THE CONDUIT RUNS, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CONDUIT AS DIRECTED BY THE PLUMBING CONTRACTOR IN COMPLIANCE WITH ELECTRICAL SPECIFICATIONS. PRIOR TO DISCONNECTION OR REMOVING FROM SERVICE ANY ITEMS, SUBMIT UTILITY OUTAGE NOTIFICATION 72 HOURS IN ADVANCE OF OUTAGE TO PROJECT MANAGER. REUSE EXISTING PIPING AND TAP INTO FED NEW SPRINKLERS AT NEW LOCATIONS. ALL WORK SHALL COMPLY WITH NFPA-13 AND OTHER LOCAL/STATE CODE REQUIREMENTS. CONTRACTORSHALL VERIFY EXACT LOCATION OF NEW PARTITIONS AND ADJUST FIRE SPRINKLER HEAD SPACING COMPLYING WITH NFPA 13. CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PARTITIONS AND ADJUST FIRE SPRINKLER HEAD SPACING COMPLYING WITH NFPA 13. CONTRACTOR SHALL VERIFY EXACT LOCATION OF NEW PARTITIONS AND ADJUST FIRE SPRINKLER HEAD SPACING COMPLYING WITH NFPA 13. 1516 FRENCH AV,(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FLUt-15fN 1 DRAWING SCALE DRAWN cao CHECK ENG PROJECT NO °��0�5 DATED � � �6, 0(o R f"1#1 0- UER ALL �3C.4' >^: I,` -11_� ARCHITECTURE INTERIOR DESIGN OCIASSOCIVES, INC.LAND PLANNING I' Consulting Engineers Orlando • Ft. Pierce - West Palm Beach • Ft. Myers - 1175 SPRING CENTRE 427 Centerpointe Circle. Suite 1£i25 Altamonte Springs. FL 32704 SOUTH BLVD. STE. 200 (407) 332-5110 Fax. (407) 332-7704 UAS¢N L. SMITH, P.E. ALTAMONTE SPRINGS FL. 32714 www.oclassociates.com ASSOCIATES 427 CENTERPOINTE CIR., SUITE 1925 , ALTAMONTE SPRINGS, 32701 (407) 788-7575 CERTIFICATE OF AUTHORIZATION •6261 INC. FL. REG. NO.: PE57743 n 3" " co 3" STUDOR VENT IN CABINET - 4" SPACE. (TYPICAL) 4" 6• I i r I I F I i i B 3/4" (TYPICAL)/ W i i (TYPICAL) SHOCK ARRESTOR SCHEDULE DESIGNATION MANUFACTURER SERIES SIZE FIXTURE UNITS A ZURN Z-1700 #100 1-11 B ZURN Z-1700 #200 12-32 C ZURN Z-1700 #300 33-60 C, - ` 3/4" (TYPICAL) • \ i �_K 1-1/2" (TYPICAL) C B - DOMESTIC WATER RISER DIAGRAM PLUM IN B -%' NTS ` c c " EXPANSION TANK 3/4 (TYPICAL) B FIB 1-1/2 ` / B B 3" WASHER DISCHARGE--,, B (TYPICAL)Co INSULATE ALL ` " WATER PIPING. U.G. HOT 3" WASHER DISCHARGE `. � . B 1-1/2" (TYPICAL)ID � SCO � y " TRAP PRIMER 1 i 3/4" " _1/2* 3/4 FD Co 1-1/2 3/4» `\ . t \ ` 1/2" ` ` I f 4» 2" WASHER DISCHARGE 3" IM 2 " (TYPICAL) co 4" `CO 2" ) A A I 1/2 r 1/2 4" tiT 6" CO UT -1 SHUT-OFF VALVE IN VALVE BOX. ED -1I » �\ �� I SCO " \ / I � 2 . i �I 2. » ' 2 I ✓ " I " I WATER. SEE CIVIL DRWG. TIC FD -13 3 WC -1 ��. EWC-1 �WCo i FOR CONTINUATION. 3" " 3 UT -1 , � ' 4"ECO 4" �/ ��� i i / 6" i LINT INTERCEPTOR < � 1000 GAL MINIMUM. 4"ECO 4" ECO 9_wnv ✓ Y 1 4"--j 6" U.G. SANITARY SEWER WASTE. ` SEE CIVIL DRWG. FOR CONTINUATION. ID I A r 0 C ASS 0 147LES, INC. ConsuRing Englneers Orlando • Ft. Pierce • West Palm Beach • Ft. Myers 427 Cente,poInle Altamonte Circle, Suite 11125 Altamohte Springs, FL 32701 (407) 332-5110 Fax: (407) 332-7704 www.oc iassociates.corn CERTIFICATE OF AUTHORIZATION •6261 JASON L.. ;;IAWM, P.E. ASSOCIATES 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 INC. FL. REG. 'NQ.: PE57743 A � � 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC SANITAF�,Y AND UJ47Ef;P, RISER D I ACzI�AM� - 1='LUM51NC� 2 DRAWING SCALE DRAWN cAo CHECK E"� PROJECT NO o -&-o-05 DATED FEs. 16, 06 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 L PLUMBING FIXTURE SCHEDULE MARK WC -1 L-1 FD -1 US -1 HB -1 EWC-1 GWH-1 DESCRIPTION WATER CLOSET HANDICAP (1)(3) LAVATORY WALL HUNG (3) FLOOR DRAIN (4) UTILITY SINK HOSE BIBB ELECTRIC WATER COOLER (3) GAS WATER HEATER (5) MANUFACTURER CRANE CRANE J.R. SMITH FIAT ACORN ELKAY NATCO MODEL NO. 31054 1412 2005-LXH- P050 -U -A05 FL -1 8151 EZ8 SE2-199-160 CARRIER MANUFACTURER --- J.R. SMITH --- --- --- --- MODEL NO. --- 0700 --- --- --- --- --- FLUSH VALVE MANUFACTURER --- --- --- --- --- --- --- MODEL NO. --- --- --- --- --- --- --- SUPPLY FITTING MANUFACTURER (2) (2) - --- --- --- --- MODEL NO. --- --- --- --- QUANTITY 1 2 --- --- --- --- --- FAUCET MANUFACTURER --- SPEAKMAN --- FIAT RAT --- -- MODEL NO. --- S-3561 --- Al Al --- --- DRAIN MANUFACTURER --- --- --- --- --- --- --- MODEL NO. --- (2) --- --- --- --- --- TRAP MANUFACTURER --- MCGUIRE (2) (2) (2) (2) --- MODEL NO. --- PW2150WC --- --- --- --- --- SPECIAL ITEMS 1 WITH ELLONGATED OPEN FRONT SEAT BY OLSONITE LESS COVER. 2 PROVIDED BY CONTRACTOR, 3 MOUNTING HEIGHT PER LOCAL, STATE HANDICAP CODES. 4 WITH ZURN Z-1022 TRAP PRIMER AND STAINLESS STEEL ACCESS COVER. 5 PROVIDE WITH CONCENTRIC VENT TERMINATION KIT PART # 194451 THERM DIELECTRIC UNI WASHER DISCHARGE TABLE WASHER CAPACITY (GAL.) QUANTITY TOTAL DISCHARGE (GAL.) 80 2 160 60 8 480 30 10 300 20 10 200 15 8 120 COMBINED CAPACITY 1260 (GAL.) 1/2" (TYPICAL) 2-1/2. 165000 BTU L165000 B> TU . M. FINI PVC EXTENSION, SAME SIZE AS SEWER ',RETE PAD PVC 2 -WAY CLEANOUT NTS WATER HEATER WATER HEATER TYPICAL GAS WATER HEATER CONNECTION NITS OCIASSOCLUES, INC. Consu ing Engineers Orlando • Ft. Pierce • West Palm Beach • FL Myers 427 Centerpolnte Circle, Suite 1825 Altamonte clxing% FL 32701 (407) 332-5110 Fax, (407) 332-7704 www.ociassociates.com CERTIFICATE OF AUTHORIZATION •6261 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN HROJEC C-c,4S RISF=}2 D I ACn R,4M S - P�UM�INC-x DRAWING 3 SCALE DRAWN CAD CHECK ENS PROJECT NO ����5 DATED PEE3. 1(c, 0(o & ASSOCIATES ARCHITECTURF INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 a 0 to z O w a t2 u7 u7 C5 Q N a r, 0 H SECTION 15010 - GENERAL PROVISIONS FOR MECHANICAL WORK PART 1 - GENERAL 1.01 THIS SECTION COVERS THE GENERAL ARRANGEMENT OF THE MECHANICAL SYSTEMS AND RELATED ITEMS TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. ALL APPLICABLE PROVISIONS OF THE GENERAL CONDITIONS, SUPPLEMENTAL GENAL CONDITIONS AND SPECIAL CONDITIONS ARE HEREBY MADE A PART ;OF THIS SECTION. 1.02 THE ,WORK SHALL INCLUDED COMPLETE TESTING OF ALL EQUIPMENT AND PIPING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR CONNECTION CHANGES OR ADJUSTMENT'S NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT, 1.03 WORK UNDER THIS SECTION SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES AND REGULATIONS OF THE CITY, COUNTY AND STATE. 1.04 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERRORS IN FABRICATION, FOR THE CORRECT FITTING, INSTALLATION AND ERECTION OF THE VARIOUS MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS. PART 2 - EQUIPMENT DESIGN AND INSTALLATION 2.01 THE DESIGN, MANUFACTURE, TESTING AND METHOD OF INSTALLATION OF ALL APPARATUS AND MATERIALS FURNISHED UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL CONFORM TO THE APPLICABLE STANDARD RULES OF THE FOLLOWING. WHERE MATERIALS ARE NOT SPECIFICALLY REFERRED TO, BUT ARE REQUIRED, THEY SHALL MEET THE REQUIREMENTS OF THE APPLICABLE CODE. NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION UL UNDERWRITER'S LABORATORIES, INC. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING MATERIALS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS SBCCI SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION NEC NATIONAL ELECTRIC CODE ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EPA ENVIRONMENTAL PROTECTION AGENCY PART 3 - TESTS - GENERAL 3.01 ALL TESTS REQUIRED TO ESTABLISH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS AND SUITABLE OPERATION OF EACH SYSTEM AND ALL COMPONENTS THEREOF SHALL BE MADE IN THE PRESENCE ;OF AND TO THE SATISFACTION OF THE ARCHITECT OR HIS AUTHORIZED REPRESENTATIVE AND OTHER REPRESENTATIVES OF STATE AND LOCAL GOVERNMENT. ALL INSTRUMENTS, LABOR AND EXPERT SERVICE NECESSARY TO CONDUCT THESE TESTS SHALL BE SUPPLIED BY THE CONTRACTOR; POWER AND FUEL WILL BE FURNISHED BY THE OWNER. 3.02 THE FINAL INSPECTION AND TESTS ARE TO BE MADE ONLY AFTER THE ARCHITECT IS SATISFIED THAT THE WORK DESCRIBED IN THESE SPECIFICATIONS HAS BEEN COMPLETELY INSTALLED IN ACCORDANCE WITH THE TRUE SPIRIT AND INTENT OF THESE SPECIFICATIONS AND THAT COMPLETE PRELIMINARY TESTS WERE MADE WHICH INDICATE ADEQUACY, QUALITY, COMPLETION AND SATISFACTORY OPERATION. THE ACCEPTANCE OF THE WORK HEREIN SPECIFIED, SHALL NOT IN ANY WAY PREJUDICE THE OWNER'S RIGHT TO DEMAND. REPLACEMENT OF DEFECTIVE MATERIAL AND/OR WORKMANSHIP. PART 4 - GUARANTEE AND SERVICE 4.01 GUARANTEE A. ALL EQUIPMENT SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, AS EVIDENCED BY DATE OF CERTIFICATE FOR FINAL PAYMENT, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. 4.02 SERVICE A. IN ADDITION TO THE GUARANTEE, THE CONTRACTOR SHALL PROVIDE ALL REPAIR AND ADJUSTMENT SERVICE NECESSARY FOR THE PROPER OPERATION OF THE ENTIRE SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER THE SYSTEM IS PUT INTO OPERATION (CONCURRENT WITH THE GUARANTEE). UPON RECEIPT OF NOTICE FROM THE OWNER'S REPRESENTATIVE OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT DURING THE GUARANTEE PERIOD, THAT AFFECTED PART SHALL BE REPLACED PROMPTLY WITH A NEW PART WITHOUT COST TO THE OWNER. UPON FAILURE TO TAKE ACTION WITHIN 24 HOURS AFTER BEING NOTIFIED, THE WORK WILL BE ACCOMPLISHED BY THE ARCHITECT AT THE EXPENSE OF THE CONTRACTOR. PART 5 - PERMITS AND INSPECTION 5.01 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES, INSURANCE AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK ON THE PROJECT AND DELIVER TO THE ARCHITECT ALL CERTIFICATES RELATED TO AND ISSUED BY THE AUTHORITIES HAVING JURISDICTION. THESE INCLUDE A CERTIFICATE OF FINAL APPROVAL FROM THE UNDERWRITER'S INSPECTION BUREAU HAVING JURISDICTION, PURSUANT TO ALL ELECTRICAL WORK, A CERTIFICATE OF INSPECTION AND APPROVAL FROM THE STATE DEPARTMENT OF HEALTH PLUMBING INSPECTOR AND/OR LOCAL AUTHORITIES PURSUANT TO ALL PLUMBING WORK. PART 6 - CONTRACTOR FURNISHED DRAWINGS, DESCRIPTIVE DATA AND MANUALS 6.01 SHOP DRAWINGS A. IN ACCORDANCE WITH THE GENERAL CONDITIONS, SHOP DRAWINGS SHALL BE SUBMITTED ON ALL UNITS OF PREFABRICATED MATERIALS. SECTION 15140 - SUPPORTS AND ANCHORS PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPE AND EQUIPMENT HANGERS, SUPPORTS, AND ASSOCIATED ANCHORS, 1.02 RELATED WORK A. SECTION 15410 - PLUMBING PIPING PART 2 - PRODUCTS 2.01 PIPE HANGERS AND SUPPORTS A. HANGERS FOR PIPE SIZES 1/2 TO 1-1/2 INCH: MALLEABLE IRON/CARBON STEEL, ADJUSTABLE SWIVEL, SPLIT RING. B. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND HANGER RODS; CAST IRON ROLL AND STAND FOR HOT PIPE SIZES 6 INCHES AND OVER. C. WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK. D. COPPER PIPE SUPPORT. CARBON STEEL RING, ADJUSTABLE COPPER PLATED, 2.02 HANGER RODS A. STEEL HANGER RODS: THREADED BOTH ENDS, THREADED ONE END, OR CONTINUOUS THREADED. 2.03 INSERTS A. INSERTS: MALLEABLE IRON CASE OF GALVANIZES STEEL SHELL AND EXPANDER PLUG FOR THREADED CONNECTION WITH LATERAL ADJUSTMENT, TOP SLOT FOR REINFORCING RODS, LUGS FOR ATTACHING TO FORMS; SIZE INSERTS TO SUIT THREADED HANGER RODS. 2.04 BEAM CLAMPS A. BEAM CLAMPS SHALL HAVE MALLEABLE IRON JAWS, STEEL BOLT OR TIE ROD AND NUT. B. C -CLAMPS WILL NOT BE PERMITTED UNLESS RETAINER IS PROVIDED, 2.05 FINISH A. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS, HANGERS AND SUPPORTS LOCATED N CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. END OF SECTION 15410 SECTION 15260 - PIPING INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPING INSULATION, B. JACKETS AND ACCESSORIES. PART 2 - PRODUCTS 2.01 INSULATION A. TYPE A CLASS FIBER INSULATION; ANSI/ASTM C547; "K" VALUE OF .24 AT 75 DEGREES F, NONCOMBUSTIBLE. 2.02 JACKETS A. INTERIOR APPLICATIONS 1. VAPOR BARRIER JACKETS: KRAFT REINFORCED FOIL VAPOR BARRIER WITH SELF-SEALING ADHESIVE JOINTS. 2. PVC JACKETS: ONE PIECE, PREMOLDED TYPE. 3. CANVAS JACKETS: UL LISTED TREATED COTTON FABRIC, 6 OZ/SQ YD. 2.03 ACCESSORIES A. INSULATION BANDS: 3/4 INCH WIDE; 0.015 INCH THICK GALVANIZED STEEL, STAINLESS STEEL, 0.007 INCH 0.18 THICK ALUMINUM. PART 3 - EXECUTION 3.01 PREPARATION A. INSTALL MATERIALS AFTER PIPING HAS BEEN TESTED AND APPROVED. 3.02 INSTALLATION A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. CONTINUE INSULATION WITH VAPOR BARRIER THROUGH PENETRATIONS. C. IN EXPOSED PIPING, LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE CONDITIONS. D. ON INSULATED PIPING WI1`H VAPOR BARRIER, INSULATE FITTINGS, VALVES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS, AND EXPANSION JOINTS. E. PROVIDE AN INSERT, NOT LESS THAN 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION, BETWEEN SUPPORT SHIELD AND PIPING, BUT UNDER THE FINISH JACKET, ON PIPING 2 INCHES IN DIAMETER OR LARGER, TO PREVENT INSULATION FROM SAGGING AT SUPPORT POINTS. INSERTS SHALL BE CORK OR OTHER HEAVY DENSITY INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. FACTORY FABRICATED INSERTS MAY BE USED. INSERT SHALL EXTEND AROUND BOTTOM 120 DEGREES OR PIPE BARREL AND SHALL BE INCLUDED INSIDE VAPOR BARRIER JACKET WHERE APPLIED, SEE SECTION 15140 FOR SHIELDS AND HANGERS. F. NEATLY FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. G. JACKETS 1. INDOOR, CONCEALED APPLICATIONS: INSULATED DUAL -TEMPERATURE PIPES OR PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE SHALL HAVE VAPOR BARRIER JACKETS, FACTORY -APPLIED OR FIELD -APPLIED. INSULATE FITTINGS, JOINTS, AND VALVES WITH MOLDED INSULATION OF LIKE MATERIAL AND THICKNESS AS ADJACENT PIPE, AND FINISH WITH GLASS CLOTH AND VAPOR BARRIER ADHESIVE. 2. INDOOR, EXPOSED APPLICATIONS: FOR PIPE EXPOSED IN MECHANICAL EQUIPMENT ROOMS OR IN FINISHED SPACES, INSULATE AS FOR CONCEALED APPLICATIONS. FINISH WITH CANVAS JACKET, SIZE FOR FINISH PAINTING. DO NOT USE PVC JACKETS. PIPING PIPE SIZE (IN.) INSULATION THICKNESS (IN.) DOMESTIC HOT WATER SUPPLY ALL 1/2" CHROME PLATED PIPING TO NONE PLUMBING FIXTURES END OF SECTION 15260 SECTION 15410 - PLUMBING PIPING PART 1 - GENERAL 1.01 WORK INCLUDED A. PIPE AND PIPE FITTINGS. B. VALVES. C. SANITARY SEWER PIPING SYSTEM. D. DOMESTIC WATER PIPING SYSTEM. 1.02 RELATED WORK A. SECTION 15050, 15140, 15260, 15430 AND 15440 1.03 QUALITY ASSURANCE A. VALVES MANUFACTURER'S NAME AND PRESSURE RATING MARKED ON VALVE BODY. PART 2 - PRODUCTS 2.01 SANITARY SEWER PIPING A. PVC PIPE: ASTM D2665 SC40. FITTINGS: PVC. JOINTS: ASTM D2855, SOLVENT WELD. B. STEEL PIPE: ASTM A53 OR A120, SCHEDULE 40 GALVANIZED. FITTINGS: GALVANIZED MALLEABLE CAST IRON DRAINAGE PATTERN. JOINTS: SCREWED. C. CAST IRON PIPE: ASTM A74, SERVICE WEIGHT. FITTINGS, CAST IRON. JOINTS, NUB -AND -SPIGOT, CISIP HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS OR LEAD AND OAKUM. D. PVC PIPE SHALL NOT BE USED IN FIRE WALL PENETRATIONS AND CEILING RETURN PLENUMS WHERE NOT PERMITTED BY BUILDING CODE. 2.02 WATER PIPING A. ALL PLASTIC PIPING SHALL BE RATED CONTINUOUS SERVICE FOR 100 PSI WORKING PRESSURE AT 180 DEGREES F, AND SHALL COMPLY WITH ASTM/NSF-PW STANDARDS 14 AND 61. B. PIPING BELOW FLOOR SLAB OR BELOW GRADE OUTSIDE THE BUILDING: POLYBUTYLENE, CTS, SDR -11, PB2110 (ASTM D-3309) PLASTIC TUBING WITH HEAT FUSION SOCKET TYPE PRESSURE FITTINGS, OR CPVC SCHED. 80 RIGID PLASTIC PIPE (ASTM F441) WITH SCHED. 80 (ASTM F438) CEMENT WELDED SOCKET TYPE PRESSURE FITTINGS. COMPRESSION AND CRIMP -STYLE FITTINGS OR JOINTS BELOW SLAB ARE NOT ALLOWED. C. PIPING ABOVE FLOOR SLAB ONLY: CPVC-HCWD, CTS, RIGID (ASTM D-2846) PLASTIC PIPE WITH SOLVENT CEMENT WELDED SOCKET TYPE PRESSURE FITTINGS. D. ALTERNATE PIPING ABOVE FLOOR SLAB ONLY: SUBMIT ALTERNATE PRICING FOR MODULAR MANIFOLDED WATER DISTRIBUTION UNITS USING POLYBUTYLENE TUBING MANUFACTURES BY VANGUARD PLASTICS, INC. ONE DISTRIBUTION CONTROL UNIT SHALL BE PROVIDED FOR EACH DWELLING UNIT. TUBING RUNS SHALL BE ARRANGED TO INDEPENDENTLY SUPPLY AND VALE EACH FIXTURE FROM THE CONTROL UNIT MANIFOLD. SUBMIT SHOP DRAWINGS. CRIMP -STYLE INSERT FITTINGS ARE NOT ALLOWED. 2.03 DIELECTRIC CONNECTIONS A. UNION WITH GALVANIZED OR PLATED STEEL THREADED END, COPPER SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER. 2.04 GLOBE VALVES AND GATE VALVES A. UP TO 2 INCHES: BRONZE BODY, RISING STEM AND HANDWHEEL, INSIDE SCREW, RENEWABLE COMPOSITION DISC, SOLDER/SCREWED ENDS, WITH BACKSEATING CAPACITY. 2.05 BALL VALVES A. UP TO 2 INCHES: BRONZE/STAINLESS STEEL BODY, STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE AND BALANCING STOPS/SOLDER/THREADED ENDS WITH UNION. 2.06 SWING CHECK VALVES A. UP TO 2 INCHES: BRONZE 45/22 DEGREE SWING DISC, SOLDER/SCREWED ENDS. 2.07 WATER PRESSURE REDUCING VALVES A. UP TO 2 INCHES: BRONZE BODY, STAINLESS STEEL AND THERMOPLASTIC INTERNAL PARTS, FABRIC REINFORCED DIAPHRAGM, STRAINER, THREADED/AND SINGLE UNION/DOUBLE UNION ENDS. SUPPLY AS REQUIRED BY LOCAL UTILITY PROVIDER. 2.08 RELIEF VALVES A. BRONZE BODY, TEFLON SEAT, STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE ACTUATED, CAPACITIES ASME CERTIFIED AND LABELED. PART 3 - EXECUTION 3.01 PREPARATION A. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROUS PIPE. B. REMOVE SCALE AND DIRT, ON INSIDE NAD OUTSIDE, BEFORE ASSEMBLY. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR. UNIONS. 3.02 INSTALLATION A. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. B. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. C. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. D. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. F. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. G. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. H. SLOPE WATER AND PIPING AND ARRANGE TO DRAIN AT LOW POINTS. 3.03 APPLICATION A. INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVES IN COPPER PIPE SYSTEM. SWEAT SOLDER ADAPTERS TO PIPE. B. INSTALL GATE, BALL AND BUTTERFLY VALVES FOR SHUT-OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. C. INSTALL GLOBE/BALL/BUTTERFLY VALVES FOR THROTTLING, BYPASS, OR MANUAL FLOW CONTROL SERVICES. 3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. B. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). C. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80L MGA RESIDUAL D. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS. E. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. F. IF FINAL DISINFECTANT RESIDUAL TEST LESS THAN 25 MG/L, REPEAT TREATMENT. G. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. END OF SECTION 15410 SECTION 15430 - PLUMBING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. WATER HAMMER ARRESTORS. B. HOSE BIBBS/HYDRANTS. 1.02 RELATED WORK. A. SECTION 15140, 15140, 15410 AND 15440 PART 2 - PRODUCTS 2.01 WATER HAMMER ARRESTORS A. ENGINEERED WATER HAMMER ARRESTORS SHALL BE THE "MINI -RESTER AS MANUFACTURED BY SIOUX CHIEF MFG. CO. ARRESTORS SHALL BE OF THE PITON TYPE WITH A SEAMLESS TYPE "L! COPPER CHAMBER AND HAVE A 60 PSI AIR CHARGE ABOVE A THREE O --RING PISTON. UNITS SHALL BE CERTIFIED AND SIZED BY POI-WH2O1, APPROVED BY ASSE-1010 AND CARRY AN UNCONDITIONAL LIFETIME WARRANTY. ARRESTORS SHALE BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE DRAWINGS NOTES. 2.02 HOSE BIBBS/HYDRANTS 1.3 RELATIONS TO OTHER WORK A. REFER TO THE SECTION, "GENERAL MECHANICAL PROVISIONS", FOR A. BRONZE OR BRASS, REPLACEABLE HEXAGONAL DISC, HOSE THREAD SPOUT, RELATED REQUIREMENTS. REFER TO OTHER SECTIONS OF DIVISION 15 AND CHROME PLATED WHERE EXPOSED TO INTERIOR/AND TO EXTERIOR WITH TO All OTHER APPLICABLEPORTIONS OF THE DRAWING AND VACUUM BREAKER IN CONFORMANCE WITH ANSI/ASSE 1011. SPECIFICATIONS. B. ANSI/ASSE 1019, NON -FREEZE, SELF -DRAINING TYPE WITH CHROME PLATED/POLISHED BRONZE/WALL PLATEAOCKABLE RECESSED BOX HOSE 1.4 SUBMITTALS THREAD SPOUT, REMOVABLE KEY, AND VACUUM BREAKER, A. SUBMIT MANUFACTURER'S DATA FOR REVIEW BEFORE ANY WORK IS COMMENCED. PART 3 - EXECUTION PART 2 -PRODUCTS 3.01 PREPARATION 2.1 GENERAL A. COORDINATE CUTTING, FORMING AND ROOF OR FLOOR CONSTRUCTION TO A. PROVIDE VALVES AND ACCESSORIES AS REQUIRED BY GAS CODE AND RECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS. LOCAL UTILITIES. 3.02 INSTALLATION AND APPLICATION 2.2 PIPE A. INSTALL SPECIALTIES IN ACCORDANCE WITH MANUFACTURER'S A. THE FOLLOWING SCHEDULE COVERS MATERIALS UNLESS OTHERWISE INSTRUCTION TO PERMIT;INTENDED PERFORMANCE, SPECIFIED UNDER THE PARTICULAR SYSTEM SECTION. B. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE 1. MATERIAL BLACK STEEL PIPE, SCHEDULE 40, ANSI B 125.2. THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE 2.3 FITTINGS SYSTEM. A. MAKE JOIST AND CONNECTIONS PERMANENT AND WATERTIGHT. C. ENCASE EXTERIOR CLEANOUTS IN CONCRETE FLUSH WITH GRADE. 1. THREADED STEEL PIPE: MALLEABLE IRON 150 LB. BANDED, BLACK TO END OF SECTION 15430 MATCH PIPE. 2. INTERIOR PIPING 1-1/2" AND LARGER SHALL BE WELDED BLACK STEEL SECTION 15440 - PLUMBING FIXTURES AND EQUIPMENT PIPING 1-1/4" AND SMALLER SHALL BE BLACK STEEL, THREADED, MALLEABLE FITTINGS. PART 1 - PLUMBING FIXTURES B. UNDERGROUND PIPING SHALL BE SEAMLESS WELDED STEEL CONSTRUCTED 1.01 GENERAL IN ACCORDANCE WITH ASTM A53 OR A106. A. ALL PLUMBING FIXTURES AND THEIR INSTALLATION SHALL CONFORM TO C. ALL GAS PIPING RUN UNDERGROUND OUTSIDE OF THE BUILDING SHALL BE THE REQUIREMENTS OF THE APPLICABLE PLUMBING CODE. PROTECTED BY "TAPECOAT" OR APPROVED PRECOATED BLACK STEEL PIPE WITH POLYETHYLENE COAT AND HEAT SHRUNK PIPE JOINT SLEEVES AS B. EXPOSED METAL WORK SHALL BE BRIGHT CHROME -PLATED BRASS EXCEPT APPROVED BY THE ARCHITECT ENGINEER. PIPING SHALL CATHODICALLY AS NOTED. PROTECTED AS SPECIFIED ELSEWHERE. C. ALL FIXTURES SHALL BE BY THE SAME MANUFACTURER. D. PROVIDE REDUCING FITTING .WHERE CHANGED IN PIPE SIZE OCCUR. (REDUCING BUSHINGS SHALL NOT BE USED). 1.02 MANUFACTURERS: E. COAT ALL EXPOSED THREADS ON STEEL PIPE AFTER ASSEMBLY WITH TWO A. AMERICAN STANDARD, CRANE, KOHLER, ELDER, BRIGGS, STERLING DELTA, COATS OF ZINC CHROMATE, SPERZEL, OLSONITE, BEMIS, ELKAY, OR EQUAL. SEE DRAWING NOTES, F. PROVED EITHER MALLEABLE IRON OR BRASS GROUND JOINT UNIONS FOR PART 2 - PRODUCTS PIPE 2" IN DIAMETER OR SMALLER. PIPING 2-1/2" AND LARGER SHALL BE BLACK STEEL WITH FLANGED CONNECTIONS. 2.01 PROVIDE FIXTURES AND TRIM WHERE SPECIFIED ON DRAWINGS. 2.4 DIELECTRIC UNIONS 2.02 PRODUCTS LISTED IN SCHEDULE ON DRAWINGS SHALL DETERMINE QUALITY AND GRADE REQUIRED. OF OTHER THAN THOSE LISTED IN A. PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL SCHEDULE ARE TO BE USED, EQUAL OR PARALLEL GRADE SHALL BE USED. PIPING AND BETWEEN BRASSWARE AND STEEL DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. PART 3 -INSTALLATION B. WRAP PIPE THAT TOUCHES METAL OR IS EXPOSED TO MASONRY WITH A 3.01 INSTALL EACH FIXTURE WITH TRAPS, EASILY REMOVABLE FOR SERVICING LAYER OF 6 MIL PLYETHYLENE FILM OR 15 LB. FELT. AND CLEANING. C. SPIRALLY WRAP ALL PIPE LINES EMBEDDED IN CONCRETE WITH TWO 3.02 PROVIDE BRIGHT CHROME PLATED FLEXIBLE SUPPLIES TO FIXTURES WITH LAYERS OF 30 W. FELT. WHEEL HANDLE STOPS, REDUCERS AND ESCUTCHEONS. 2.5 GAS REGULATORS 3.03 ALL WALL HUNG FIXTURES SHALL BE FURNISHED WITH CARRIERS. A. AT EACH POINT WHERE A GAS LINE ENTERS A BUILDING, THAT LONE 3.04 WORK SHALL BE ACCURATELY LAID OUT AND ROUGHED -IN SO THAT ALL SHALL BE EQUIPPED WITH A PRESSURE REDUCING REGULATOR TO REDUCE PIPING WILL BE STRAIGHT AND TRUE WITHOUT BENDS AND OFFSETS AND GAS PRESSURE TO SEVEN INCHES WATER COLUMN BEFORE THE BUILDING NO SUCH BENDS AND OFFSETS 1h1LL. BE ACCEPTABLE UNLESS THEY ARE ENTRY. SUCH REGULATORS SHALL BE EQUIPPED WITH A HIGH OUTLET UNAVOIDABLE AND ARE ALLOWED BY THE ARCHITECT. PRESSURE SHUT OFF DEVICE REQUIRING (14) INCHES WATER COLUMN, REGULATORS SHOULD BE CAPABLE OF DELIVERING THE REQUIRED GAS 3.05 SEAL FIXTURES TO WALL AND/OR FLOOR SURFACES WITH SEALANT, COLOR VOLUME MINIMUM SIXTY (60) PSIG INLET WORKING PRESSURE. FISHER TO MATCH FIXTURES. TYPES S-105 AND S-205 OR S-207 OR APPROVED EQUAL TYPE REGULATOR SHALL BE USED. 3.06 IF FIXTURE MOUNTING SURFACES DO NOT ALLOW MOUNTING TO BE LEVEL B. AND PLUMB, SURFACES ARE TO BE GROUNDED SMOOTH AND FLAT. PROVIDE AUXILIARY GAS PRESSURE REGULATORS AT EACH EQUIPMENT LOCATION FOR GAS DISTRIBUTION SYSTEM PRESSURE GREATER THAN PSIG. PART 4 - DRAINS REGULATORS SHALL BE CAPABLE DELIVERING THE REQUIRED GAS VOLUME WITH A SEVEN INCH WATER COLUMN OUTLET PRESSURE. 4.01 ALL DRAINS SHALL BE CONSTRUCTED OF THE FINEST QUALITY CAST IRON, COATED WITH THE MANUFACTURER'S STANDARD PROTECTIVE PAINT AND 2.6 EMERGENCY SHUTOFF VALVE FURNISHED WITH ALL ITEMS SPECIFIED AND SHALL CONFORM TO LOCAL AND STATE PLUMBING CODE A. GAS EMERGENCY SHUT OFF VALVE (3/4" TO 3" IPS) SHALL BE ALUMINUM BODY THREADED PATTERN WITH BUNA N DISC SOLENOID TYPE WITH FREE 4.02 EXPOSED METAL WORK SHALL BE BRIGHT CHROME PLATED BRASS EXCEPT RESET HANDLE TO SHUT OFF THE FUEL GAS INSTANTLY UPON AS NOTED. DEENERGIZATION OF ELECTRIC POWER. THE FREE HANDLE WILL NOT OPEN THE VALVE UNTIL THE SOLENOID IS ENERGIZED WHICH WILL ALLOW THE 4.03 ALL DRAINS SHALL BE AS MANUFACTURED BY JOSAM, WADE, ZURN, OR LEVER TO ENGAGE. THEN THE LEVER CAN BE MANUALLY RAISED TO THE APPROVED EQUAL LATCHED POSITION, OPENING THE VALVE. THE VALVE WILL TRIP CLOSED INSTANTLY MIEN THE SOLENOID IS DEENERGIZED. 4.04 SEE SCHEDULE ON DRAWINGS. B. MANUAL RESET MOVEMENT SHALL BE HEAVY-DUTY UNIT WITH A HIGHLY END OF SECTION 15440 VISIBLE POSITION INDICATOR SHOWING VALVE POSITION. TOP MOVEMENT CAN BE ROTATED TO ANY OF 4 POSITIONS (90 DEGREES APART) TO BEST SECTION 15450 - DOMESTIC WATER HEATERS LOCATE THE THE HANDLE AND VISUAL INDICATOR. PART 1 - GENERAL C. VALVE SHALL BE EQUAL TO AUTOMATIC SWITCH COMPANY (ASCO) CATALOG NUMBER SERIES 80401 THROUGH 8044A7, FOR AC ONLY 1.01 WORK INCLUDED: ELECTRICAL CONNECTION. PART 3 -EXECUTION A. WATER HEATERS (OWNER PROVIDED) 3.1 INSTALLATION 1.02 SEE DRAWINGS FOR FURTHER CONDITIONS, REQUIREMENTS, AND A. THE DESIGN DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SCHEDULED. SHOW EVERY BEND, OFF -SET, ELBOW OR OTHER FITTING WHICH MAY BE REQUIRED IN THE PIPING FOR INSTALLATION IN THE SPACE ALLOTTED. 1.03 QUALITY ASSURANCE: CAREFUL COORDINATION OF THE WORK OF THIS SECTION WITH THAT OF OTHER TRADES IS NECESSARY TO AVOID CONFLICTS. A. INSURE PRODUCTS AND INSTALLA11ON OF SPECIFIED PRODUCTS ARE IN CONFORMANCE WITH RECOMMENDATIONS AND REQUIREMENTS. OF THE B. SLEEVES: PROVIDE FOR PIPES PASSING THROUGH WALLS, FLOORS AND FOLLOWING ORGANIZATIONS: ROOF BEFORE PLACING CONCRETE. NATIONAL ELECTRIC CODE (NEC) NATIONAL SANITATION FOUNDATION (NSF) C. ALL GAS PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) REQUIREMENTS OF THE LOCAL GAS COMPANY AND THE AMERICAN GAS NATIONAL BOARD OF BOILER AND PRESSURE VESSEL INSPECTORS (NBBPVI) ' ASSOCIATION RULES AND REGULATIONS. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) UNDERWRITER'S LABORATORIES (UL) D. ALL GAS LINES RUN UNDERGROUND INSIDE OF THE BUILDING AND UNDER CONCRETE SLABS OUTSIDE OF THE BUILDING SHALL BE SEALED TO 1.04 DELIVERY, STORAGE AND HANDLING: PREVENT THE POSSIBLE ENTRANCE OF ANY GAS LEAKAGE, THE CONDUIT SHALL EXTEND AT LEAST FOUR INCHES OUTSIDE THE BUILDING AND BE A. DELIVER PRODUCTS TO SITE UNDER PROVISIONS OF SECTION 15010. VENTED ABOVE GRADE TO ATMOSPHERE WITH A GOOSENECK OR VENT CAP TO PREVENT THE ENTRANCE OF WATER. BOTH ENDS OF CONDUIT UNDER B. STORE AND PROTECT PRODUCTS UNDER PROVISIONS OF SECTION 15010. PAVED AREA SHALL BE VENTED WITH GOOSENECKS OR VENT CAPS. C. PROVIDE TEMPORARY INLET AND OUTLET CAPS. MAINTAIN CAPS IN PLACE E. LINES RUN IN CONCEALED BUT ACCESSIBLE CONSTRUCTION NEED NOT BE UNTIL INSTALLATION. INSTALLED IN A PROTECTIVE CONDUIT BUT SHALL BE LABELED IN ACCORDANCE WITH OTHER SECTIONS OF THIS SPECIFICATION. 1.05 SUBMITTALS: F. DIRT POCKETS: RUN DISTRIBUTION SYSTEM WITH A PITCH DOWN TO DIRT A. SEE SECTION 15010 FOR INFORMATION ON SUBMITTALS. POCKETS. FULLLINE SIZE, A 12" MINIMUM NIPPLE WITH A SCREW CAP AT THE BOTTOM. END OF SECTION 15450 G. MAKE CONNECTIONS BETWEEN EQUIPMENT FURNISHED BY OTHER OR UNDER NATURAL GAS PIPING SYSTEM OTHER SECTIONS OF THE SPECIFICATIONS TO THE PIPING SYSTEM PROVIDE UNDER THIS SECTION OF THE SPECIFICATIONS. PART 1 -GENERAL H. MAKE CONNECTIONS BETWEEN ANY PIECE OF EQUIPMENT AND ANY PIPING 1.1 RELATED DOCUMENTS SYSTEM IN THIS SECTION OF THE SPECIFICATIONS BY MEANS UNIONS, FLANGE JOINTS OR OTHER FITTINGS WHICH PERMIT EQUIPMENT TO BE A. DRAWING AND GENERAL PROVISION OF CONTRACT, INCLUDING GENERAL AND DISCONNECTED AND REMOVED FOR MAINTENANCE. PROVIDE DIRT POCKETS SPECIAL CONDITIONS AND DIVISION -1 SPECIFICATION SECTIONS, APPLY TO AS DESCRIBED IN PARAGRAPH "DIRT POCKETS" ABOVE. WORK OF THIS SECTION, 1.2 SCOPE 1• INSTALL VALVE OR COCKS IN SUPPLY LINES TO EACH PIECE OF EQUIPMENT ON SUPPLY SIDE OF UNION CONNECTION. A. FURNISH AND INSTALL A COMPLETE NATURAL GAS PIPING SYSTEM J. TEST ALL PIPING OF THE GAS SYSTEM WITH AIR AT 56 PSIG, MAINTAINED INCLUDING ALL PIPING, REGULATORS, CONNECTIONS TO EQUIPMENT AND APPURTENANCES. WORK SHALL START WITH THE CONNECTION ON THE FOR A PERIOD OF ONE HOUR. AFTER INSTALLATION, TEST THE PIPING AND DOWNSTREAM SIDE FO THE GAS METER. TUBING TO ALL APPLIANCES AT NOT LESS THAN NORMAL OPERATING B. PRESSURE TO PROVE THEM FREE OF LEAKS. ALL WORKSHALL BE IN COMLIANCE WITH LOCAL GAS UTILITY REQUIREMENTS K. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER. C. ALTERNATES MAY BE OR MAY NOT SUBSTANTIALLY CHANGE SCOPE AND GENERAL CHARACTER OF THE WORK; AND MUST NOT BE CONFUSED WITH "CHARGE ORDERS", "SVBSTITUATION", AND OTHER SIMILAR PROVISIONS. 3.2 JOINTING PIPE A. THREADED PIPE: REAM ALL PIPE AFTER CUTTING AND BEFORE THREADING. USE NON -HARDENING PIPE COMPOUND ITE -SEAL! ON MALE THREADS ONLY. B. PROVIDE NIPPLES OF SAME MATERIAL AND WEIGHT AS PIPE USED. PROVIDE EXTRA STRONG NIPPLES WHEN LENGTH OF UNTHREADED PART OF STANDARD WEIGHT NIPPLE IS LESS THAN 1-1/2". C. WELDED JOINTS IN UNDERGROUND PIPE SHALL BE WRAPPED AND COATED WITH MATERIALS RECOMMENDED BY PIPE COATING MANUFACTURER. D. BEVEL PIPE ENDS AT A 37.5 DEGREE ANGLE, SMOOTH ROUGH CUTS, AND CLEAN TO REMOVE SLAG, METAL PARTICLES AND DIRT. E. INSTALL WELDING RINGS FOR BUTTWELDED JOINTS. F. USE PIPE CLAMPS OR TACK -WELD JOINTS WITH 1" LONG WELDS; 4 WELDS FOR PIPE SIZES TO 10". G. BUILD UP WELDS WITH STRINGER -BEAD PASS, FOLLOWED BY HOT PASS, FOLLOWED BY COVER OR FILLER PASS. ELIMINATE VALLEYS AT CENTER AND EDGES OF EACH WELD. WELD BY PROCEDURES WHICH WILL ENSURE ELIMINATION OF UNSOUND OR UNFUSED METAL, CRACKS, OXIDATION, BLOW -HOLES AND NON-METALLIC INCLUSIONS. H. DO NOT WELD -OUT PIPING SYSTEM IMPERFECTIONS BY TACK -WELDING PROCEDURES; REFABRICATE TO COMPLY WITH REQUIREMENTS. I. AT INSTALLER'S OPTION, INSTALL FORGED BRANCH -CONNECTING FITTINGS WHEREVER BRANCH PIPE IS INDICATED; OR INSTALL REGULAR "T" FITTING. J. AT INSTALLER'S OPTION, INSTALL FORGED BRANCH -CONNECTION FITTINGS WHEREVER BRANCH PIPE OF SIZE SMALLER THAN MAIN PIPE IS INDICATED; OR INSTALL REGULAR 'T' FITTING. K. ALL WELDS SHALL BE PERFORMED BY A CERTIFIED WELDER. 3.3 TESTING A. COMPLETE ALL FIELD TESTING PRIOR TO WRAPPING OR BACKFILLING. OCI A Armes. INC. ConsuRing Engineers Orlando • Ft. Pierce,• West Palm Beach • Ft. Myers 427 Centerpolnte Circle, Suite 1825 Altamonte Springs, FL 32701 (407) 332-5110 Fax (407) 332-7704 www.oclassociates.com CERTIFICATE OF AUTHORIZATION •6261 i 1516 FRENCH AV.(17-92) SANFORD, FL OWNER. TERRY WEATHERMAN PROJE SPEC Ir- I C,4T I ON - PLUMBINC� SCALE DRAWN cAo CH K ENG PROJECT NO 0&005 DATED PE8, 1&, 06 I�IN & AS S 0 C I AT Eqk;�j ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 ._Pul M 10 0 z Q (I - Ln w M cc LO N C5 0 N Q CI O E FLOOD F=LAN — NV,4C GENERAL NOTES: 1. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY THE CONTRACTOR. 2. READ SPECIFICATIONS. 3. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT OR DUCTWORK RELOCATION. 4, ROUTE FULL SIZE CONDENSATE DRAIN UNE WITH P -TRAP FROM ROOFTOP UNIT TO NEAREST ROOF DRAIN. COORDINATE LOCATION OF ROOF DRAINS WITH PLUMBING PLANS. 5. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL EQUIPMENT CLEARANCES REQUIRED FOR SERVICE AND MAINTENANCE. INSTALL ALL DUCTWORK AND PIPING AS TO NOT OBSTRUCT ACCESS DOORS OR EQUIPMENT COMPONENTS REQUIRING MAINTENANCE. 6. VERIFY DISCHARGE COLLAR OF ROOFTOP UNIT. TRANSITION AS REQUIRED TO UNIT DISCHARGE COLLAR. 7. ALL FIBERGLASS DUCT SHALL BE SEALED WITH GLASS FAB AND MASTIC. 8. ALL DUCTWORK SHALL BE FIBERGLASS DUCT WITH A MINIMUM R VALUE OF 6 TO MEET THE REQUIREMENTS OF THE FLORIDA ENERGY EFFICIENCY CODE. 9. VERIFY AND MAINTAIN ALL CLEARANCES FOR MECHANICAL EQUIPMENT AS RECOMMENDED BY MANUFACTURER. 10. ALL DUCTWORK SHALL BE SUPPORTED PER SMACNA DUCT STANDARDS. 11. ALL FLEXIBLE DUCTS AND RIGID RUNOUTS SERVING DIFFUSERS AND GRILLES SHALL BE SAME SIZE AS DIFFUSER/GRILLE NECK. 12. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK OF ALL OTHER TRADES. 13. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIED. 14. ALL EXTERIOR MECHANICAL EQUIPMENT AND THEIR FRAMES, APPURTENANCES, COMPONENTS, SUPPORTS AND ANCHORING DEVICES SHALL BE ANCHORED TO RESIST THE FORCES DUE TO WIND PRESSURE AS NOTED IN FLORIDA BUILDING CODE. 15. ALL LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTWORK ARE DESIGNED FROM A MINIMUM OF 0.05" TO A MAXIMUM OF 0.1" OF FRICTION PER 100 FT. OF DUCT. 16. FLEXIBLE DUCT CONNECTORS AND RIGID DUCT RUNOUTS SERVING SINGLE DIFFUSER SHALL BE THE SAME SIZE AS DIFFUSER NECK. 17- ALL DOORS TO INDIVIDUAL TOILETS AND JANITORS CLOSETS ARE TO BE UNDERCUT A MINIMUM OF 1". HY.A.C. KEYNOTES: 1❑ EXISITNG SUSPENDED UNIT AND ASSOCAITED RIGID DUCTWORK. RELOCATE TO THE SPACE AS SHOWN AND PROVIDE WITH NEW FLEX CONNECTIONS AND DIFFUSERS AS INDICATED ON PLAN. Q COLLECT 3" PIPE AND ROUTE TO 5- PVC WITHIN CEILING SPACE UP TO ROOF. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH PLUMBING SUBCONTRACTOR TO MAKE SURE SIZING IS CORRECT WITH EQUIPMENT INSTALLED. �3 CONTRACTOR SHALL LOCATE PROGRAMMABLE THERMOSTAT WITHIN OFFICE. CONTRACTOR SHALL PROVIDE THERMOSTAT WITH REMOTE SENSOR LOCATED WITHIN RETURN AIR GRILLE AT UNIT. ❑4 EXISTING REFRIGERANT LINE ROUTED UP TO EXISTING ROOF TOP CONDENSING UNIT. D CONDENSING UNIT TO BE LOCATED A MINIMUM OF 10' FROM ANY MEANS OF INTAKE FROM ADJACENT SPACES. ❑6 3/4" CONDENSATE DRAIN WITH P—TRAP FROM AHU. CONDENSATE SHALL GRAVITY FLOW ABOVE THE CEILING AND TERMINATE AT THE REAR OF THE BUILDING 12" ABOVE GRADE. ❑7 PROVIDE AUXILIARY DRAIN PAN UNDER EACH AIR HANDLING UNIT MOUNTED ABOVE CEILING, PAN SHALL BE 2" DEEP AND EXTEND 2" BEYOND AIR HANDLING UNIT ON ALL SIDES. PROVIDE FLOAT SWITCH IN AUXILIARY DRAIN PAN, INTERLOCKED WITH UNIT SUPPLY FAN TO SHUT THE UNIT DOWN WHEN WATER LEVEL IN PAN EXCEEDS 1/2". ❑8 ROUTE (2) 6"0 EXHAUST DUCTS UP TO 8"0 RISER. TAKE UP TO ROOF DISCHARGE CAP. DISCHARGE SHALL BE A MINIMUM OF 10' AWAY FROM ANY MEANS OF INTAKE ON THE ROOF. COORDINATE ROUTING OF DUCTWORK WITH OTHER DISCIPLINES AND MAKE—UP AIR VENTING FOR DRYERS. REFER TO SHEET M2 FOR DUCTWORK LAYOUT. 10 NEW 3/4" CONDENSATE DRAIN WITH P—TRAP FROM AHU. CONDENSATE SHALL GRAVITY FLOW ABOVE THE CEILING AND TERMINATE AT THE REAR OF THE BUILDING 12" ABOVE GRADE. 11 NEW REFRIGERANT LINE ROUTED UP TO NEW ROOF TOP CONDENSING UNIT. H.V.A.C. LEGEND ® SUPPLY DIFFUSER RETURN AIR GRILLE ® EXHAUST AIR GRILLE T ^/^ RIGID DUCTWORK (WIDTH/DEPTH) VIA- ELBOW WITH TURNING VANES MANUAL SPUTTER DAMPER 10 FLEXIBLE DUCT WITH SPIN—IN FITTING 3205 AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER FD • FIRE DAMPER ® DUCT MOUNTED SMOKE DETECTOR Qs REMOTE TEMPERATURE SENSOR Q PROGRAMMABLE THERMOSTAT —CD— CONDENSATE DRAIN UNE uJ� 1" DOOR UNDERCUT VENTILATION REQUIREMENT SCHEDULE SERVED BY ROOM NO. OF PEOPLE/ 1000 SF REQ'D CFM PER PERSON SQ.FT. OF AREA . N0OF PEOPLE REQ'D CFM TOTAL 100 — TABLE & LAUNDRY AREA 10 11 3205 33 363 102 — OFFICE 5 17 110 1 17 RTU -1 TOTAL REQUIRED 380 TOTAL PROVIDED 450 NOTE: (1) REQURIED CFM VALUES BASED ON THE n ADDENDUM TO ANSI/ASHRAE STANDARD 62-2004. (2) ALL OUTSIDE AIR REQUIREMENTS WILL BE PROVIDED BY NEW ROOF TOP UNIT. OICI ASSOCIATES, INC. Comuftbg Erg hews Orlando - Ft. Pierce • West Palm Beach • FL Myers 427 Centerpointe Circle. Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax (407) 332-7704 www.oclassociates.com CERTIFICATE OF AUTHORIZATION 6261 ASSOCIATES INC. I JASON L. SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS. FL 32701 FL. REG. NO.: PE57743 LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FL OOFP, fl_,41 1 � 4V4C DRAWING M 1 SCALE DRAWN CHECK JLs PROJECTNo- ROGER O ����5 ROGER ALLEN L I IN & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 A H.V.A.C. KEYNOTES: ❑1 PROVIDE (3) 4800 MAKEUP AIR VENTS FROM ROOF. PROVIDE BIRDSCREEN AT THE ROOF. ❑2 REFER TO DRYER EXHAUST VENTING DETAIL ON M2 FOR SIZING AND ROUTING. DISCHARGE SHALL BE A MINIMUM OF 10' AWAY FROM ANY AIR INTAKE DEVICE LOCATED ON THE ROOF. CONTRACTOR TO MAKE—UP AIR PLENUM TO PROVIDE APPROPRIATE AMOUNT OF RELIEF AS INDICATED IN SCHEDULE. FIELD COORDINATE EXACT LOCATION OF RIGID DUCTS AS TO AVOID EXISTING AND NEW MEP INSTALLATIONS. ROUTE TIGHT TO UNDERSIDE OF ROOF. MAKE-UP AIR REQUIREMENT SCHEDULE UNIT NO. MAKE—UP AIR OPENING PER DRYER TOTAL MAKE—UP AIR OPENING REQUIRED 30 Ibs DRYER 36 144 SQ.IN. 5184 WIN. 75 Ibs DRYER 2 196 SQ.IN. 392 SQ.IN. TOTAL REQUIRED 5576 SQ.IN. TOTAL PROVIDED 5760 SQ.IN. DiR`'Ei;;;� VENTINC:x PLAN — NVAG OCI ASSOCA TES, INC. Coneulft Engineers Orlando - Ft. Pierce . West Palm Beach - FL Myers 427 Centerpointe Circle. Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax (407) 332-7704 www.ociassoclates.com CERTIFICATE OF AUTHORIZATION -6261 A i' LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN P ROJ E FLOOr' PLAN DR1'ER VENTING NAC DRAWING M2 SCALE DRAWN. JD CHECK JL5 PROJECT NO 06005 DATED FEB. 16, 06 ROGER ALLEN L I IN & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 427 CE ASSN INTE SMITH, SP. 1825 ALTAMONTE SPRINGS, FL. 32714 ASSOCIATES ALTAMONTE SPRINGS, FL 32701 /NC. FL- REG. NO.. FE57743 (407) 788-7575 METAL STRAP 1-1/2" MINIMI NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. 1 FLEX DUCT SUPPORT M3 NTS t� RIGID SUPPLY g DUCTWORK— UCTWORK M3 NOTE: INSULATE BACK OF DIFFUSER. CEILING SECURE CHANNELS TO STRUTURE TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. FLEX DUCT MIN. 6'-0" MAX. 8'-0" LENGTH 4'-0" MAXIMUM ...... AREA SERVED MAXIMUM SAG 1/2" PER FOOT FAN ELECTRIC HEATER OF SUPPORT SPACING. - 00 M ELECTRICAL x FACTORY SUPPLIED CLEAN FLEXIBLE DUCT M METAL STRAP 1-1/2" MINIMI NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. 1 FLEX DUCT SUPPORT M3 NTS t� RIGID SUPPLY g DUCTWORK— UCTWORK M3 NOTE: INSULATE BACK OF DIFFUSER. CEILING SECURE CHANNELS TO STRUTURE TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. FLEX DUCT MIN. 6'-0" MAX. 8'-0" LENGTH AIR FLOW WK0910101*ftl a SECURE CHANNELS TO STRUTURE TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. DO NOT USE BIRD SCREEN ROOF a_....... CONDITIONING ...... AREA SERVED 1 Z FAN ELECTRIC HEATER COOLING 00 M ELECTRICAL x FACTORY SUPPLIED CLEAN EQUAL TO M WEIGHT (LBS.) CONDENSER FAN(S) FLA QTY. V/� (EA) OUTS AND BACK DRAFT MCA CAPACITY M FLEXIBLE DUCT TO DAMPERS. REFER TO CFM 0/A 16 GA. GALVANIZED D AIR OUTLET. EQUIPMENT MANUFACTURER AREA SERVED CFM BLADE, 1/4" LESS E.S.P. (IN) FOR EXACT SIZING AND FLA 30 15 THAN DUCT DIA. V/0 ROUTING REQUIREMENTS. SIC (MBH) GAS DRYER 3/8" SQUARE ROD QTY' RLA (EA.) LRA (EA.) V/� MCA — FACTORY SUPPLIED EXHAUST - MFG, END BEARING __. LOCKING TYPE QUADRANT CONNECTION. REFER TO LAUNDRY 4400 ~� 0 ERATORRINDICATOR WITH 2" EQUIPMENT MANUFACTURER 1 9.4 20.3 2 STAND -0 F FOR EXACT SIZING AND 75.8 1 MAIN DUCT — — ROUTING REQUIREMENTS. '1/ 28 208/3 82.1 _�---- SPIN -IN FITTING 1000 10.6 4O 'I, AIR FLOW WK0910101*ftl a SECURE CHANNELS TO STRUTURE TO COMPLY WITH FBC WIND LOAD REQUIREMENTS. DO NOT USE BIRD SCREEN ROOF a_....... CONDITIONING ...... AREA SERVED INDOOR UNIT FAN ELECTRIC HEATER COOLING a COMPRESSOR(S) ELECTRICAL x ELECTRIC HEATER EQUAL TO MOCP WEIGHT (LBS.) CONDENSER FAN(S) FLA QTY. V/� (EA) COMPRESSOR(S) RLA LRA QTY. V/� (EA.) (EA.) MCA CAPACITY M NTS FACTORY SUPPLIED CLEAN OUTS AND BACK DRAFT DAMPERS. REFER TO EQUIPMENT MANUFACTURER FOR EXACT SIZING AND ROUTING REQUIREMENTS. 75 Ib GAS DRYER FACTORY SUPPLIED EXHAUST CONNECTION. REFER TO EQUIPMENT MANUFACTURER FOR EXACT SIZING AND ROUTING REQUIREMENTS. FLOOR 751b DRYER EXHAUST VENTING DETAIL NTS GAS DfV''E:R FLOOR 301b DRYER E DRAIN ,----RIGID 90' ELBOW DO NOT USE BIRD SCREEN ROOF NEW ROO OP PACKAGE® AIR CONDITIONING UNIT SCHEDULE AREA SERVED INDOOR UNIT FAN ELECTRIC HEATER COOLING COND. FAN(S) COMPRESSOR(S) ELECTRICAL FAN ELECTRIC HEATER EQUAL TO MOCP WEIGHT (LBS.) CONDENSER FAN(S) FLA QTY. V/� (EA) COMPRESSOR(S) RLA LRA QTY. V/� (EA.) (EA.) MCA CAPACITY WEIGHT (LBS.) MFG. CHARACTERISTICS CFM 0/A E.S.P. (IN) HP MARK AREA SERVED CFM 0/A E.S.P. (IN) HP FLA KW # OF STEPS V/0 TC (MBH) SIC (MBH) Qom' FLA (EA.) QTY' RLA (EA.) LRA (EA.) V/� MCA MOCP WEIGHT (LBS) EER MFG, MODEL NOTES RTU -1 LAUNDRY 4400 450 0.5 3.0 1 9.4 20.3 2 208/3 118,4 75.8 1 4.0 2 11876 '1/ 28 208/3 82.1 90 1000 10.6 TRANE TSC120A3 (1)(2)(3) NOTES: 1) PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. 2) PROVIDE WITH WALL MOUNTED, FULLY PROGRAMMABLE, 7 -DAY TYPE ELECTRONIC THERMOSTAT WITH REMOTE SENSOR. �3) I 7_ PROVIDE WITH ROOF CURB, ISOLATION RAILING AND OUTSIDE AIR INTAKE HOOD WITH BIRDSCREEN. NTS SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE MARK AREA SERVED INDOOR UNIT FAN COOLING CAPACITY OUTDOOR UNIT EER [SEER] EQUAL TO NOTES FAN ELECTRIC HEATER MCA MOCP WEIGHT (LBS.) CONDENSER FAN(S) FLA QTY. V/� (EA) COMPRESSOR(S) RLA LRA QTY. V/� (EA.) (EA.) MCA MOCP WEIGHT (LBS.) MFG. MODEL CFM 0/A E.S.P. (IN) HP V/� FLA KW # OF STEPS �/� TC (MBH) SC (MBH) AC-1/CU-1 OFFICE 200 --- --- --- 208/1 0.34 --- --- --- 0.43 15 125 12.2 8.0 1 208/1 1.0 1 208/1 4.8 26.3 7 15 150 10 EMI WSP12/SCC12 (1) I 7_ NOTES: (1) PROVIDE WITH ALL HARDWARE REQUIRED FOR WALL MOUNTED INSTALLATION. A, I HOLE CAN BE DRILLED FAN SCHEDULE THROUGH BASE OF THE UNIT. SERVICE AVOID ANY INTERFERENCE FAN WITH INNER WORKINGS OF CU. EQUAL TO REFRIGERANT PIPING AND CFM CONTROL WIRING. SECURE TO 1/4" STAINLESS STEEL ALUM. CHANNEL W/ STAINLESS AVIATION CABLE. ROUTE V/0 CONT. THRU EA. UNIT STEEL PIPE CLAMP EF -1 BATHROOM AROUND BOTH BEAMS 100 W/ S.S. COUPLERS DIRECT 1080 CONDENSING UNIT 277/1 LOREN COOK GC -160 1 ALUM. CHANNEL WELD ALUMINUM TO POSTS SEAL ALL CHANNEL FRAME OPENINGS 3" ALUM. POSTS W/— 1080 TAMCO DET. AWP -26 d4IE� 0 EACH COND. UNIT TIE DOWNS MUST (1)(2)(3) BE NAND RESISTANT PER FBCM. 6 t�,.��✓rY 7`�. �i bK,® dm i � 'd: yG � # B Jri '' A .y f +d.•d a � Atta P l.rk , 81a.. f, R�y •.+i". :.a L V"'y �'"•" ♦A. t•N�d )#Y 4•nd. i '44 • y• A^1 ydy 1 •� s S`.60 ^ 1•r.,'•• N 15 .y.n tN.d'.'iu•4i ' r`a ;;..•.Ji+ ,•y'pWP-A++ 3 v< a ' .• h T''dA° r�• �, »•�•ti ,•�:. �••?'••+�, aX'aa� e�� �•r.: , 7 � • •A� �=w+ •r'.yR•°9 IA sA EXSITING ROOF CONDENSING UNIT AT ROOF DETAIL M3 NEW CONDENSING UNIT ONLY NTS FULL SIZE COND. DRAIN(S), SLOPE TO ROOF DRAIN OR DISCHARGE ON ROOF ROOF TOP UNIT O.A. INTAKE W/ MANUAL DAMPER AND BIRDSCREEN PREFAB ROOF CURBS W/ NAILER INECTION SHIM CURB AS REQUIRED FOR LEVEL NTS INSTALLATION. SEE ARCH. DRAWINGS FOR INSTALLATION VIB. ISOLATOR BOLT EQUIPMENT DOWN USING 1 1/2", 1/4"0 COUNTER FLASHING SCREWS AT EACH CORNER ROOFFLASHING l � � TIE DOWNS MUST BE WIND RESISTANT ROOF CONSTRUCTION PER FBCM. INSULATION AND DECKING TO REMAIN 'INSIDE SD SD CURB (EXCEPT DUCT OPENINGS) AFTER CURB INSTALLATION SUPPLY AND RETURN AIR DUCTS 7 ROOFTOP UNIT MOUNTING DETAIL M3 NTS DIFFUSER/GRILLE/LOUVER SCHEDULE FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR EQUAL TO NOTES CFM (IN �' DRIVE RPM [wHTPTS] V/0 MFG. MODEL EF -1 BATHROOM CEILING 100 0.375 DIRECT 1080 [65] 277/1 LOREN COOK GC -160 (1)(2)(3) EF -2 BATHROOM CEILING 100 0,375 DIRECT 1080 [65] 277/1 LOREN COOK GC -160 (1)(2)(3) NOTES: 1) COORDINATE THROW PATTERN WITH FLOOR PLANS. 2) PROVIDE 24X24 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. 3 PROVIDE COMPLETE WITH BIRDSCREEN. NOTES: 1) FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDE TIME DELAY SWITCH. 2) PROVIDE WITH BACKDRAFT DAMPER, 3 PROVIDE WITH ROOF DISCHARGE CAP. DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE EQUAL TO MODEL NOTES NECK SIZE x -10"0-4W THROW CEILING MOUNTED ATCO PERFORATED (1)(2) AIR QUANTITY ` 300CFM SQUARE SUPPLY DIFFUSER NECK SIZE •-•- 8X8 -RG CEILING OR SIDEWALL METAL-AIRE RHF (1)(2) AIR QUANTITY— 200CFM RETURN AIR GRILLE NECK SIZE — 8X8 -EG CEILING OR SIDEWALL METAL-AIRE RHF (1)(2) AIR QUANTITY—= � 200CFM EXHAUST AIR GRILLE NOTES: 1) COORDINATE THROW PATTERN WITH FLOOR PLANS. 2) PROVIDE 24X24 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. 3 PROVIDE COMPLETE WITH BIRDSCREEN. Oce ASSOC14TES, INC. Consulting Engineers Orlarldo • Ft. Pierce - West Palm Beach • Ft. Myers 427 Centerpolnte Circle, Suite 1825 Altamonte Springs, FL 32701 (407) 332-5110 Fax (407) 332-7704 Ira. www.ociassoolates.corn ASSOCIATES CERTIFICATE OF AUTHORIZATION •6261 INC.y JASON JU SN111K P.E. 427 GENTERP01NTE CIR., SUITE 1925 ALTAMONTE SPRINGS, FL 32701 FL. REG, NO.; PE57743 LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC D�TAI�S & SCH�DU�.�S HVAC DRAWING MM 3 SCALE DRAWN JD CHECK JLS PROJECT NO 0�005 DATED FE�. 16, °6 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 SECTION 15622 - ROOFTOP PACKAGED AIR CONDITIONING UNIT PART 1 - GENERAL 1.02 WORK INCLUDED A. ROOFTOP AIR HANDLING UNIT (RTU). B. CONTROLS. 1.02 WARRANTY A. PROVIDE FIVE YEAR WARRANTY ON COMPRESSORS. PART 2 - PRODUCTS 2.01 GENERAL A. PROVIDE DOWN FLOW TYPE UNITS WITH ELECTRIC HEATING COILS AND ELECTRIC REFRIGERATION. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: TRANE, CARRIER, YORK, LENNOX, AMERICAN STANDARD B. PROVIDE SELF-CONTAINED, PACKAGED, FACTORY ASSEMBLED, PRE -WIRED UNIT CONSISTING OF CABINET, SUPPLY FAN, ELECTRIC HEATING COIL, CONTROLS, AIR FILTER, REFRIGERANT COOLING COIL AND OUTDOOR PACKAGE COMPRESSOR, CONDENSER COIL AND CONDENSER FAN. C. ROOF TOP UNIT SHALL COMPLY WITH ALL OF THE MANUFACTURERS REQUIREMENTS, CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND ACCESSORIES NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, PART 3 - CONTROLS 3.01 THERMOSTAT A. PROVIDE 7 DAY PROGRAMABLE THERMOSTAT WITH AUTOMATIC HEATING/ COOLING SELECTION AND FAN ON/OFF/AUTO SWITCH. THERMOSTAT SHALL BE ONE STAGE COOLING AND ONE STAGE HEATING. 3.02 SEQUENCE OF CONTROL A. ON A CALL FOR COOLING, THERMOSTAT SHALL CYCLE COMPRESSOR ON AND ENERGIZE THE AHU FAN MOTOR. B. ON A CALL FOR HEATING THERMOSTAT SHALL CYCLE AHU FAN AND ELECTRIC HEATING COIL 3.03 DUCT MOUNTED SMOKE DETECTOR A. PROVIDE DUCT MOUNTED SMOKE DETECTOR IN MAIN RETURN AND SUPPLY AIR STREAM OF RTU -4. B. DUCT MOUNTED SMOKE DETECTORSHAU DISABLE THE AHU IN THE EVENT OF EXCESSIVE SMOKE IN THE DUCTS. SECTION 15660 - AIR DISTRIBUTION DEVICES PART 1 - REGISTERS, GRILLES, DIFFUSERS AND LOUVERS 1.01 FURNISH AND INSTALL WHERE SHOWN ON DRAWINGS ALL REGISTERS, GRILLES, DIFFUSERS AND LOUVERS IN ACCORDANCE WITH THE TABULATION IN THE SCHEDULE ON DRAWINGS. 1.02 PROVIDE ACCESSORIES AND MODIFICATIONS AS INDICATED IN SCHEDULE NOTES. 1.03 MANUFACTURER LISTED IN SCHEDULE IS FOR DESIGN SELECTION ONLY. REGISTERS, GRILLES AND DIFFUSERS AS MANUFACTURED BY AIR MATE, KRUEGER, TITUS, CARNES, METALAIRE, ATCO OR APPROVED EQUAL WILL BE ACCEPTED. END OF SECTION 15660 SECTION 15870 - POWER VENTILATORS PART 1 - GENERAL 1.01 WORK INCLUDED A. CEILING EXHAUST FANS. 1.02 RELATED WORK A. SECTION 15890 - DUCTWORK. cio CD co 51-1 z Ina co w 12 19 v CD C) N w 0- r- C) - hCi PART 2 - PRODUCTS 2.01 MANUFACTURERS A. CARNES, GREENHECK, PENN, GROAN, NUTONE OR APPROVED EQUAL 2.02 CEILING EXHAUST FANS A. CENTRIFUGAL FAN UNIT. DIRECT DRIVE, WITH GALVANIZED STEEL HOUSING LINED WITH 1/2 INCH ACOUSTIC INSULATION, RESILIENT MOUNTED MOTOR. B. DISCONNECT SWITCH: ,-FACTORY WIRED, NON -FUSIBLE, IN HOUSING FOR THERMAL OVERLOAD PROTECTED MOTOR. C. GRILLE: MOLDED WHITE PLASTIC OR ALUMINUM WITH BAKED WHITE ENAMEL FINISH. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. END OF SEC11ON 15870 SECTION 15890 - DUCTWORK PART 1 - GENERAL 1.01 WORK INCLUDED A. LOW PRESSURE DUCTS. B. INSULATION. 1.02 DEFINITIONS A. DUCT SIZES: INSIDE CLEAR DIMENSIONS. FOR LINED DUCTS, MAINTAIN SIZES INSIDE LINING. PART 2 - PRODUCTS 2.01 MATERIALS A. GENERAL: NON-COMBUSTIBLE OR CONFORMING TO REQUIREMENTS FOR CLASS 1 AIR DUCT MATERIALS, OR UL 181. B. ALL DUCT MATERIAL AND COVERING SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. C. FIBROUS GLASS DUCTS: UL 181; 1 INCH THICK MINIMUM RIGID GLASS FIBER WITH ALUMINUM FOIL; GLASS SCRIM AND KRAFT OR PLASTIC JACKET VAPOR BARRIER; MINIMUM R - VALUE OF 6.0 AT 75 DEGREES F. R - VALUE OF 4.2 IS ALLOWED IF DUCT IS INSTALLED BETWEEN FLOORS OR IN MECHANICALLY COOLED SPACE. D. FLEXIBLE DUCTS: INTERLOCKING SPIRAL OF GALVANIZED STEEL, OR FABRIC SUPPORTED ON HELICALLY WOUND SPRING STEEL WIRE. FLEXIBLE DUCTS SHALL CONFORM TO UL 181. WORKING PRESSURE UP TO 4" W.G. MAXIMUM VELOCITY. MAXIMUM LENGTH PER RUN SHALL BE 20 FEET. E. INSULATED FLEXIBLE DUCT: FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED PLASTIC VAPOR BARRIER JACKET. F. FASTENERS: RIVETS, BOLTS OR SHEET METAL SCREWS. G. SEALANT: NON -HARDENING, WATER RESISTANT, FIRE RESISTIVE, COMPATIBLE WITH MATING MATERIALS; LIQUID USED ALONG OR WITH TAPE, OR HEAVY MASTIC. PART 3 - INSTALLATION 3.02 FIBROUS GLASS DUCTS A. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS 5TH EDITION 1979, LATEST EDITION, EXCEPT AS INDICATED. B. STAPLE DUCT JOINTS AND TAPE WITH 3 INCH WIDE HEAT ACTIVATED CHEMICAL BONDING TAPE. C. DO NOT USE FIBROUS GLASS DUCTS WITHIN 12 INCHES OF ELECTRIC OR FUEL FIRED HEATERS. 3.03 LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL OPERATING AND MAINTENANCE ACTIVITIES. 3.04 ALL FIBERGALSS DUCTBOARD AND INSULATION SHALL BE SEALED WITH GLASS FAB AND MASTIC. PART 5 - HANGERS 5.01 ALL DUCT HANGERS IN DIRECT CONTACT WIT GALVANIZED DUCT SHALL BE GALVANIZED STEEL 5.02 DUCT HANGERS MAY BE DIRECTLY ATTACHED TO DUCTS. DUCTS SHALL BE HUNG BY ANGLES OR STRAPS AS LISTED IN THE FOLLOWING SCHEDULE. RODS, STRAPS OR ANGLES MAY BE USED IN TRAPEZE HANGERS. HANGERS SHALL BE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, EXCEPT THAT THERE SHALL BE NOT LESS THAN ONE SET OF HANGERS FOR EACH SECTION OF DUCTWORK. WHERE ELBOWS OR TEES ARE INSTALLED FOR CHANGES IN DIRECTION, HANGERS SHALL BE PROVIDED. NO DUCTWORK SHALL REST ON THE BUILDING STRUCTURAL SYSTEM. HANGER ANGLE CROSS-SECTIONAL HANGER AREA STRAP 1" X 1" X 1/8' 1"X1"X1/8" 0-1.5 SQ. FT. 1" X 1/8" 1" X 1" X 1/8- 1.6-3.0 SQ. FT. 1" X 1/8" 3,1-6.0 SQ. FT. 3/16" X 1-1/2" HANGER ROD HANGER SET SPACE DIAMETER MAXIMUM 3/8" 6'-0" 1/2w 8'-0" 5.03 WHERE TRAPEZE HANGERS ARE USED, THE BOTTOM OF THE DUCT SHALL BE SUPPORTED TO ANGLE SIZED AS FOLLOWS (FOR ROUND DUCTS, THE ANGLE SHALL CONFORM TO THE BOTTOM 120 DEGREES OF THE DUCT): 1"X1"X1/8" DIAMETER OF DUCT WIDTH OF DUCT BOTTOM ANGLE SIZES 0" - 34" 0" - 30" 5.04 ALL HANGERS SHALL BE SUFFICIENTLY SUPPORTED TO ELIMINATE, IN THE OPINION OF THE ARCHITECT, EXCESSIVE SWAY. WHEREVER DUCTWORK CONTAINS FILTER SECTIONS, COILS, FANS OR OTHER HEAVY EQUIPMENT (EXCLUDING REGISTERS, GRILLES, DIFFUSERS, SPUTTER DAMPERS, ETC.) SUCH EQUIPMENT SHALL BE HUNG INDEPENDENTLY OF THE DUCTWORK, WITH RODS OR ANGLES OF SIZES ADEQUATE TO SUPPORT THE LOAD. PART 6 - PERMITTED DUCT MATERIAL USAGE USAGE MATERIAL HVAC SUPPLY & RETURN FIBROUS GLASS DUCT, INSULATED GALV. STEEL OR INSULATED FLEXIBLE. BATHROOM EXHAUST FLEXIBLE METAL DUCT, DRYER VENT GALVANIZED STEEL, NO INSULATION, END OF SECTION 15890 ®C/ ASS'®CATES, INC" ConsuRing Engineers Orlando • Ft. Pierce • West Palm Beach • Ft. Myers 427 Centerpointe Circle, Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax (407) 332-7704 www.ociassoclates.com CERTIFICATE OF AUTHORIZATION 06261 ASSOCIATES INC. JASON l.. SMITH, P.E. 427 GENTERPOINTE CIR.. SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE57743 LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC SPECIFICATIONS NAC r SCALE DRAWN JD CHECK PROJECT NO 20�005 DATED_PE5, 16, 06 & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, EL. 32714 (407) 788-7575 J; DIVISION 16 - ELECTRICAL SECTION 16000 ELECTRICAL WORK GENERAL PROVISIONS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM WEATHER INDICATED OR NOT. B. CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE FLORIDA BUILDING CODE AND POWER COMPANY REQUIREMENTS AND STANDARDS. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BEAR THE UNDERWRITER'S LABEL FOR ITS INTENDED USEAND PURPOSE. C. PERMITS, FEES AND NOTICES: SECURE AND PAY FOR ALL REQUIRED BY THE WORK OF THIS DIVISION. PROVIDE FINAL INSPECTION CERTIFICATE(S) AS APPLICABLE, TO THE ARCHITECT AT THE CONCLUSION OF THE PROJECT. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. E. WORKMANSHIP SHALL MEET N.E.C.A. GUIDELINES AND NEC 110.12, F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF THE ARCHITECT OR ENGINEER, WITH REGARD TO ANY DETAIL, IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT OR ENGINEER SHALL MAKE THE NECESSARY CORRECTION OR EXPLANATION IN A WRITTEN FORMAL RESPONSE. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT OR ENGINEER MAY REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS, SPECIFICATIONS, AND OVERALL INTENT OF THE CONTRACT DOCUMENTS. G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT, BY THE SUB -CONTRACTOR. THIS SUB -CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, PLUMBING, STRUCTURAL, AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS AND HAVE ALL ITEMS OF WORK CLEARLY UNDERSTOOD AND ITEMIZED IN HIS BID PROPOSAL. 1.02 SUBMITTAL SUBMIT FIVE (5) COPIES OF TECHNICAL INFORMATION ON ALL MAJOR EQUIPMENT IN BINDERS. MARK-UP PRINTS OF THE DESIGN DRAWINGS WITH RED PENCIL AS ITEMS ARE INSTALLED AND SUBMIT TWO COPIES SHOWING AN ACCURATE "AS -BUILT" RECORD OF THE ENTIRE COMPLETED SYSTEM. GIVE THE OWNER INSTRUCTIONS IN OPERATION OF EACH SYSTEM. SECURE FROM THE OWNER A SIGNED MEMO STATING THAT TECHNICAL INFORMATION, AS- BUILT DRAWINGS AND INSTRUCTIONS IN OPERATION HAVE BEEN RECEIVED. SUBMIT MEMO TO THE ARCHITECT PRIOR TO ISSUANCE OF FINAL PAYMENT. PART 2 - PRODUCTS 2.01 CONDUIT A. WHERE CONDUIT IS REQUIRED BELOW GRADE, IT SHALL BE SCHEDULE 40 PVC, PROVIDE NYLON PULL CORDS IN ALL EMPTY CONDUITS. SIZE CONDUIT PER N.E.C. FOR ENCLOSED WIRING. B. WHERE CONDUIT IS REQUIRED WITHIN THE BUILDING, IT SHALL BE: 1. WHERE EXPOSED TO PHYSICAL DAMAGE, RIGID OR INTERMEDIATE METAL CONDUIT. 2. WHERE CONCEALED IN STRUCTURE OR CONCEALED BY FINISHES, EMT SHALL BE UTILIZED EXCEPT WHERE RIGID NONMETALLIC CONDUIT IS PERMITTED BY LOCAL AUTHORITY. 3. MC CABLE WITHIN PARTITIONS. MC CABLE MAY NOT BE USED FOR ANY HOMERUN. C. WHERE FLEXIBILITY IS REQUIRED AT MOTORS, FIXED APPLIANCES AND LIGHTING FIXTURES; FLEXIBLE METAL CONDUIT SHALL BE UTILIZED, FLEXIBLE CONDUIT EXPOSED TO MOISTURE MALL BE LIQUID TIGHT FLEXIBLE METAL CONDUIT, EXCEPT WHERE LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT IS PERMITTED BY LOCAL AUTHORITY - SUBMIT FOR APPROVAL PRIOR TO PURCHASE OR ANY INSTALLATION. D. FITTINGS SHALL BE APPROVED AND U.L LISTED FOR THE RACEWAY UTILIZED. 2.02 CONDUCTORS A. ALL CONDUCTORS SHALL BE COPPER (#12 MIN.), THHN/THWN INSULATION. COMPLY WITH ALL N.E.C. ARTICLES. ALL CONDUCTORS SHALL BE NEW, FREE FROM KINKS AND OTHER DEFECTS AFTER INSTALLATION HAS BEEN MADE. 2.03 SUPPORTS A. PROVIDE ALL SUPPORTS FOR ELECTRICAL MATERIAL AND EQUIPMENT. 2.04 COVER PLATES A. ALL PLATE FINISHES SHALL BE AS DESIGNATED BY THE ARCHITECT. 2.05 RECEPTACLES A. PROVIDE COMMERCIAL GRADE 20 AMP, 2 POLE, 3 WIRE, GROUNDING TYPE DEVICES WITH BACK AND SIDE WIRING CAPABILITY, SUITABLE FOR SPLIT CIRCUIT OPERATION. B. GROUND FAULT INTERRUPTER: PROVIDE "SPECIFICATION GRADE" DUPLEX RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTERS (GFI), FEED-THRU TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON SINGLE CIRCUIT, GROUNDING TYPE UL RATED CLASS A, 20 AMPERES RATING, 120 VOLTS, WITH SOLID STATE GROUND FAULT SENSING AND SIGNALING, 5 MILLIAMPERES GROUND FAULT TRIP LEVEL; AND EQUIP WITH LOCAL TEST/RESET BUTTONS. ELECTRICAL SYMBOLS LEGEND NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. 2.06 SWITCHES A. PROVIDE SILENT TYPE STANDARD GRADE 20 AMP, 120V FOR ALL SINGLE POLE, DOUBLE POLE, THREE-WAY AND FOUR-WAY SWITCHES. 2.07 LIGHTING FIXTURES A. LIGHT FIXTURE SCHEDULE SHOWS FIXTURE TYPES. DETERMINE MODIFICATIONS REQUIRED TO MAKE FIXTURES SUITABLE FOR CEILINGS AS INSTALLED, AND FURNISH FIXTURES ADAPTED TO THE TYPE OF CEILING USED. FIXTURES SHALL BE U.L APPROVED, THIS CONTRACTOR SHALL PROTECT THE FIXTURES AND LAMPS AND SHALL REPLACE ANY BROKEN PARTS. ALL LENSES AND LOUVERS IN ANY AREA SHALL BE CLEANED AFTER ALL TRADES HAVE COMPLETED THEIR WORK IN THAT AREA. PROTECT EACH FIXTURE WITH CLEAN, CLEAR PLASTIC UNTIL FINAL INSPECTION. PROVIDE NEW LAMPS FOR ALL LIGHTING FIXTURES. 2.08 BALLASTS A. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE U.L. CLASS P, HIGH POWER FACTOR, RAPID START TYPE WITH CBM APPROVAL WHERE APPLICABLE. BALLASTS SHALL BE "A" SOUND RATING EXCEPT WHERE THIS RATING IS NOT AVAILABLE (E.G., BALLASTS FOR HIGH OUTPUT LAMP) IN WHICH CASE THE RATING SHALL BE THE BEST AVAILABLE. ALL FLUORESCENT BALLASTS SHALL BE ELECTRONIC, ENERGY SAVING TYPE. 2.09 PANEL BOARDS A. PANEL BOARDS SHALL BE SQUARE -D OR EQUAL UNITS MANUFACTURED BY G.E., SIEMENS OR CUTLER -HAMMER. MAIN RATINGS AND BRANCH CIRCUIT BREAKER RATINGS SHALL BE OF SIZE AND NUMBER AS INDICATED ON DRAWINGS. PANEL BOARDS SHALL BE BOLT -ON TYPE CONSTRUCTION, ALL CURRENT CARRYING PARTS OF THE BUS ASSEMBLY SHALL BE PLATED. TERMINALS FOR FEEDER CONDUCTORS TO MAINS AND BRANCH NEUTRAL SHALL BE U.L. LISTED AS SUITABLE FOR THE TYPE OF CONDUCTOR SPECIFIED. THE PANEL BOARDS BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE SIZE OF THE WIRING GUTTERS AND GAUGE STEEL SHALL BE IN ACCORDANCE WITH U.L STANDARDS N0, 67 AND NO. 50, FRONTS SHALL INCLUDE DOOR AND BE PROVIDED WITH A DIRECTORY CARD FOR CIRCUIT IDENTIFICATION (TYPEWRITTEN). PANEL BOARD BOXES AND FRONTS SHALL HAVE CORROSION RESISTING PHOSPHATE TREATMENT AND BAKED ENAMEL FINISH. PANEL BOARDS SHALL BE U.L LISTED AND MEET FEDERAL SPECIFICATION PANEL BOARD. B. ALL BREAKERS SHALL BE BOLT -ON TYPE, TOGGLE ACTION WITH QUICK -MAKE, QUICK -BREAK MECHANISM. ALL MULTI -POLE BREAKERS SHALL HAVE SINGLE -OPERATING HANDLE, COMMON- TRIP TYPE. CIRCUIT BREAKERS SHALL BE U.L. LISTED AND MEET THE REQUIREMENTS OF FEDERAL SPEC. WC -375B, CLASS 1. CONDUIT CONDUIT HOMERUN - CONDUCTORS ARE #12 AWG CU UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) TELEPHONE SYSTEM ®* TELEPHONE OUTLET * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR BACKSPLASH, MAXIMUM 46" TO CENTER, (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF UNLESS NOTED OTHERWISE (P) COIN OPERATED PAY TELEPHONE OUTLET, MOUNT AT 48" AFF UNLESS OTHERWISE DIRECTED. TELEPHONE OUTLET IN FLOOR BOX M TELEPHONE OR POWER HANDHOLE T 1 TELEPHONE SYSTEM RACEWAY/CABLE TTB TELEPHONE TERMINAL BOARD. FIRE ALARM SYSTEM FACP FIRE ALARM CONTROL PANEL TELEVISION SYSTEM ®* TELEVISION OUTLET * (C) TELEVISION OUTLET, CEILING MOUNTED PANELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM ® PANELBOARD, HIGH VOLTAGE (277/48OV) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM DISTRIBUTION PANEL, SEE RISER DIAGRAM ® POWER COMPANY METERING. RECEPTACLES *� DUPLEX RECEPTACLE * �G)) DUPLEX GFCI RECEPTACLE IGDUPLEX ISOLATED GROUND RECEPTACLE. EWC) ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER DUPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. QUADRAPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. DUPLEX RECEPTACLE TOP HALF SWITCHED ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING HALF SWITCHED Q- SIMPLEX RECEPTACLE 5 -20TH SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER ABBREVIATIONS: L.IGI-f NG AMPERES AFF POWER CONNECTIONS AFG FLUORESCENT FIXTURE - CEILING MOUNTED AL ALUMINUM JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED ANNUNCIATOR ARCH ARCHITECT ATS * ZD) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING �--0 FLUORESCENT STRIP FIXTURE BFG BELOW FINISHED GRADE VAV) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING �VVT) BUILDING C CONDUIT CAT ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING QD UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, CU COPPER C/B CIRCUIT BREAKER ARROWS AS SHOWN ON FLOOR PLANS CURRENT TRANSFORMERS A&- MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY DWG DRAWING FT EF EQUIPMENT, EF, AHU, CU, ETC. SEE MOTOR CONNECTION SCHEDULE. GROUND EMERGENCY BATTERY PACK, HEADS AS INDICATED GENERATOR ❑-I GROUND FAULTINTERRUPT IG SWifCHES KVA 30/3 NON FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE NUMBER KILOWATTS MCB MAIN CIRCUIT BREAKER MCC AND OF POLES ARE INDICATED. S* SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT) MISC XL3 313 25 FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER MAIN LUGS ONLY * 3 WAY NATIONAL ELECTRICAL CODE NC OF POLES ARE INDICATED. NL 4 WAY NO NORMALLY OPEN NTS NOT TO SCALE NIC K KEY OPERATED 0 PHASE POS ENCLOSURE NEMA RATING PVC T) SINGLE PHASE MOTOR STARTING SWITCH P/T POTENCIAL TRANSFORMER R RECESSED SCR WP) WEATHER PROOF SURF SURFACE TEL DISCONNECT SIZE. #POLES UG CONDUIT, AND WIRE UNIV UNIVERSAL FUSE SIZE UNLESS NOTED OTHERWISE V VOLTS W ENCLOSED CIRCUIT BREAKER. CONDUIT CONDUIT HOMERUN - CONDUCTORS ARE #12 AWG CU UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) TELEPHONE SYSTEM ®* TELEPHONE OUTLET * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR BACKSPLASH, MAXIMUM 46" TO CENTER, (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF UNLESS NOTED OTHERWISE (P) COIN OPERATED PAY TELEPHONE OUTLET, MOUNT AT 48" AFF UNLESS OTHERWISE DIRECTED. TELEPHONE OUTLET IN FLOOR BOX M TELEPHONE OR POWER HANDHOLE T 1 TELEPHONE SYSTEM RACEWAY/CABLE TTB TELEPHONE TERMINAL BOARD. FIRE ALARM SYSTEM FACP FIRE ALARM CONTROL PANEL TELEVISION SYSTEM ®* TELEVISION OUTLET * (C) TELEVISION OUTLET, CEILING MOUNTED PANELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM ® PANELBOARD, HIGH VOLTAGE (277/48OV) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM DISTRIBUTION PANEL, SEE RISER DIAGRAM ® POWER COMPANY METERING. RECEPTACLES *� DUPLEX RECEPTACLE * �G)) DUPLEX GFCI RECEPTACLE IGDUPLEX ISOLATED GROUND RECEPTACLE. EWC) ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER DUPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. QUADRAPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. DUPLEX RECEPTACLE TOP HALF SWITCHED ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING HALF SWITCHED Q- SIMPLEX RECEPTACLE 5 -20TH SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER ABBREVIATIONS: A AMPERES AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM ANNUN ANNUNCIATOR ARCH ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BFG BELOW FINISHED GRADE BLDG BUILDING C CONDUIT CAT CATALOG CKT CIRCUIT CU COPPER C/B CIRCUIT BREAKER C/T CURRENT TRANSFORMERS A DELTA DWG DRAWING FT FEET G GROUND GEN GENERATOR GF1 GROUND FAULTINTERRUPT IG ISOLATED GROUND KVA KILOVOLT - AMPERES KW KILOWATTS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCM THOUSAND CIRCULAR MILS MISC MISCELLANEOUS MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NC NORMALLY CLOSED NL NIGHT LIGHT CIRCUIT NO NORMALLY OPEN NTS NOT TO SCALE NIC NOT IN CONTRACT 0 PHASE POS POINT OF SALE PVC POLYVINYL CHLORIDE P/T POTENCIAL TRANSFORMER R RECESSED SCR SHORT CIRCUIT RATING SURF SURFACE TEL TELEPHONE UG UNDERGROUND UNIV UNIVERSAL UNO UNLESS NOTED OTHERWISE V VOLTS W WATTS WP WEATHERPROOF WPG WEATHERPROOF WITH GROUND FAULT INTERRUPT XFMER TRANSFORMER Y WYE 2.10 SERVICE ENTRANCE EQUIPMENT A. METER SOCKETS: PROVIDE METER SOCKET WHICH COMPLIES WITH REQUIREMENTS OF POWER COMPANY SUPPLYING ELECTRICAL POWER TO SERVICE -ENTRANCE EQUIPMENT OF THIS BUILDING PROJECT. B. OBTAIN INSTALLATION REQUIREMENTS FROM POWER COMPANY AND BE GOVERNED ACCORDINGLY. COORDINATE LOCATIONS OF STUB UPS AND ROUTING PRIOR TO INSTALLATION. RELOCATED EQUIPMENT DUE TO IMPROPER INSTALLATION DUE TO LACK OF COORDINATION, SHALL BE MADE AT NO ADDITIONAL COST TO OWNER OR CONTRACT. C. SURGE ARRESTORS: FURNISH AND INSTALL MAIN SECONDARY SERVICE SURGE ARRESTORS, ARRESTOR SHALL BE 3 -POLE, WITH 650 VOLTS MAXIMUM RATING. ARRESTOR SHALL PERMIT A MAXIMUM DISCHARGE VOLTAGE OF 2.2KV AT A 1.5KVA CURRENT LEVEL UNIT SHALL BE SEALED IN AN EXTRUDED ALUMINUM HOUSING, COMPLETE WITH 18 INCH COPPER WIRE LEADS AND MOUNTING BRACKET. 'ARRESTOR SHALL BE SIMILAR TO LEA #LSS150 120/240 -SP FOR THREE PHASE, NEUTRAL AND GROUND, OR APPROVED EQUAL D. GROUNDING SYSTEM: AT INCOMING SERVICE LOCATION, PROVIDE 3/4" X 20' COPPER CLAD GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR SIZED IN ACCORDANCE WITH NEC TABLE 250-66 TO ACHIEVE A MAXIMUM RESISTANCE OF 25 OHMS. BOND TO INCOMING METALLIC WATER SUPPLY. PROVIDE ALL GROUNDING REQUIRED BY NEC ART. 250 AND LOCAL AUTHORITY. 2.11 DISCONNECT SWITCHES A. SHALL BE HEAVY DUTY SAFETY SWITCHES WITH 100,000A SHORT CIRCUIT RATING, AND SHALL BE LISTED _IN ACCORDANCE WITH U.L 98. THE COVER SHALL BE INTERLOCKED SO THAT ,THE DOOR CANNOT BE OPENED WITH THE HANDLE IN THE "ON" POSITION, EXCEPT, BY THE INTENTIONAL OPERATION .OF A CONCEALED RELEASE (DEFEATER) MECHANISM. PROVIDE FUSIBLE SWITCH FOR A/C UNITS AS PER U.L LISTING AND LOCAL CODE REQUIREMENTS. PROVIDE DUAL ELEMENT, TIME DELAY FUSES IN ALL FUSIBLE SWITCHES. 2.12 ELECTRIC MOTOR AND EQUIPMENT WIRING A. PROVIDE, COMPLETE BRANCH CIRCUIT CONDUCTORS, STARTER, AND DISCONNECT SWITCH FOR ALL MOTOR DRIVEN EQUIPMENT. WHEN MOTOR DRIVEN EQUIPMENT IS PROVIDED WITH "PACKAGE" CONTROL PANEL WHICH INCLUDES STARTER, THIS CONTRACTOR WILL NOT PROVIDE STARTER. MOTOR CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONDUIT. 2.13 TELEPHONE PREWIRING A. PROVIDE ALL NECESSARY CONDUIT, PULL, AND OUTLET BOXES, AND RELATED ACCESSORIES REQUIRED BY LOCAL TELEPHONE COMPANY FOR COMPLETE INSTALLATION OF TELEPHONE SERVICE TO TELEPHONE COMPANY INTERFACE. EXTEND EXISTING TELEPHONE SERVICE CONDUIT FROM EXISTING DEMARCATION POINT TO NEW TTB LOCATION. REFER TO PLAN, SHEET E4.0, FOR LOCATION, 2.14 FIRE ALARM SYSTEM A. FIRE ALARM SYSTEM AND ITS COMPONENTS AND SYSTEM OPERATIONS SHALL ALSO MEET THE APPROVAL OF THE LOCAL FIRE DEPARTMENT AND FIRE MARSHAL B. FUNCTIONS 1. UPON ACTUATION OF ANY MANUAL ALARM STATION OR AUTOMATIC ALARM INITIATING DEVICE THEY SHALL ILLUMINATE THE ZONE LED AT THE CONTROL PANEL AND REMOTE ANNUNCIATOR. a. OPERATE ALL AUDIBLE AND VISUAL ALARM SIGNALS. b. HAVE PROVISIONS TO TRANSMIT FIRE ALARM SIGNAL TO THE LOCAL FIRE MONITOR STATION VIA TELEPHONE LINES. 2. IT SHALL BE POSSIBLE TO SILENCE THE ALARM SIGNALS BEFORE OPERATING THE RESET SWITCH BY DEPRESSING THE SIGNAL SILENCE SWITCH. HOWEVER, WITH THE SIGNALS SILENCED SUBSEQUENT ZONE ALARMS WILL RESPOND TO THE SIGNALS. 3. POWER FAILURE, OPENS, GROUNDS OR ANY DISARRANGEMENT OF SYSTEM WIRING OR COMPONENTS SHALL BE INDICATED BY A VISUAL AND AUDIBLE TROUBLE SIGNAL AT REMOTE ANNUNCIATOR AND THE FIRE ALARM CONTROL PANEL THE TROUBLE SIGNAL MAY BE SILENCED, BUT THE TROUBLE LIGHT MUST REMAIN ILLUMINATED UNTIL THE SYSTEM HAS BEEN RETURNED TO NORMAL, AT WHICH TIME THE TROUBLE SIGNAL SHALL RESOUND UNTIL THE TROUBLE SILENCE SWITCH HAS BEEN RETURNED TO THE NORMAL POSITION. C. EQUIPMENT 1. FIRE ALARM ANNUNCIATOR PANEL AND CONTROL PANELS SHALL BE LOCATED AS APPROVED BY THE AUTHORITY HAVING JURIDICTION. 2. PROVIDE A MINIMUM OF SIXTEEN ZONES. PROVIDE ADDITIONAL ZONES AS REQUIRED FOR FIRE PROTECTION TAMPER AND FLOW SWITCHES. 3. FIRE ALARM HORN/STROBE UNITS SHALL BE SURFACE MOUNTED WITH RED FINISH. STROBE SHALL MEET ADA REQUIREMENTS. 4. HORN SHALL SOUND ANSI STANDARD SIGNAL WITH MINIMUM 95 OB AT 10 FEET. MINIMUM SIGNAL LEVEL AT ANY POINT SHALL BE 72 DB. 5. PULL STATIONS SHALL BE NON -CODED, MANUALLY OPERATED, DOUBLE ACTION WITH BREAK GLASS ROD. PROVIDE AN ACRYLIC, WEATHERPROOF, HINGED COVER FOR ALL PULL STATIONS. 6. UNIT HORNS SHALL BE FLUSH MOUNTED IN A SINGLE GANG BOX WITH A RED FINISH. EQUIP WITH ADA STROBE IN HANDICAPPED AREAS. 7. SMOKE DETECTORS SHALL BE POWERED BY THE FACP AND CAPABLE OF COMMON ALARM. 8. EQUIP FACP WITH COMMUNICATIONS MODULE TO TRANSMIT THE ZONE, FIRE ALARM AND SUPERVISORY SIGNALS TO A CENTRAL MONITOR STATION. THE COMMUNICATIONS MODULE SHALL BE U.L AND F.M. LISTED FOR FIRE COMMUNICATION AND CONFORM TO THE REQUIREMENTS OF OF NFPA 72. 9. FIRE ALARM SYSTEMS WIRING: ALARM INITIATING CIRCUITS SHALL BE 16 AWG STRANDED OR LARGER, WITH 7 STRANDS (MAXIMUM), OR 14 AWG SOLID. ALARM INDICATING CIRCUITS SHALL BE 14 AWG SOLID OR LARGER. INSTALL PER MANUFACTURER'S WIRING DIAGRAMS, D. SCOPE 1. PROVIDE A FIRE ALARM CONTROL PANEL TO POWER AND MONITOR ALL SYSTEM DEVICES (AND SPRINKLER SYSTEM TAMPER AND FLOW SWITCHES, IF NEEDED). 2. PROVIDE BATTERY CALCULATION FOR TOTAL SYSTEM OPERATION FOR NO LESS THEN THREE HOURS. SUBMIT WITH SHOP DRAWINGS. PART 3 - EXECUTION 3.01 IDENTIFICATION A. PANELBOARD, CIRCUIT BREAKERS IN PANELBOARDS, DISCONNECT SWITCHES, STARTERS AND OTHER APPARATUS USED FOR THE OPERATION OR CONTROL OF, CIRCUITS, APPLIANCES OR EQUIPMENT SHALL BE PROPERLY IDENTIFIED BY MEANS OF ENGRAVED LAMINATED PLASTIC DESCRIPTIVE NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT CONTACT CEMENT. 3.02 GROUNDING A. A SEPARATE GROUNDING CONDUCTOR, SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-122 SHALL BE PROVIDED IN THE CONDUIT WITH THE CIRCUIT CONDUCTORS FOR ALL LIGHTING, POWER AND FEEDER CIRCUITS. B. ALL ELECTRICAL EQUIPMENT ENCLOSURES AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED. 3.03 INSTALLATION: A. THE CONTRACTOR SHALL INSTALL HIS WORK TO JOB CONDITIONS AND MAKE SUCH CHANGES AS REQUIRED AND PERMITTED BY THE ARCHITECT, SUCH AS MOVING HIS WORK TO CLEAR BEAMS, JOISTS, AND ADJUSTING OTHER APPARATUS TO AVOID INTERFERENCES WITH WINDOWS AND OPENINGS; OR RASING OR LOWERING HIS WORK TO PERMIT THE PASSING OF DUCTWORK OR THE WORK OF OTHER TRADES; ALL AS REQUIRED OR AS JOB CONDITIONS DICTATE, WITHOUT ANY ADDITIONAL COSTS TO THE OWNER OR THE CONTRACT PRICE. B. EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND PRODUCTS ARE TO BE INSTALLED AND NOTIFY ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE INSTALLER, C. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS DIVISION, OR CAUSE OTHER DIVISIONS OF WORK TO BE COVERED UP, OR ENCLOSED, UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE ARCHITECT AND BY ALL OTHER AUTHORITIES HAVING JURISDICTION. D. ALL PANELBOARDS, SWITCHES, OUTLETS, COVERPLATES, SIGNS, LIGHTING FIXTURES, AND ANY AND ALL OTHER ELECTRICAL EQUIPMENT PROVIDED SHALL BE THOROUGHLY CLEANED OF ALL DIRT, OIL, CONCRETE, ETC. ANY DENTS, SCRATCHES OR OTHER VISIBLE BLEMISHES SHALL BE CORRECTED AND THE APPEARANCE AND CORROSION RESISTANCE OF THE EQUIPMENT MADE "LIKE NEW, TO THE SATISFACTION OF THE ARCHITECTANGINEER. E. PERFORM ALL ADJUSTMENTS NECESSARY TO ENSURE PROPER SYSTEM OPERATION IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS, END OF SECTION 16000 OCI A SSOC147ESr INC. Coneuldngr Engineers Orlando • Ft. Pierce • West Palm Beach - Ft. Myer, 427 Centerpointe Circle, Suite 1825 Altamonte Springs, FL 32701 (407) 332-5110 Fax: (407) 332-7704 www.ocia33OClateS.com CERTIFICATE OF AUTHORIZATION •6261 ASSOCIATES INC., 427 AL' P.E. TE 1825 3'2701 66 FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WAS LAMPS VOLTAGE MOUNTING NOTES 0,01' I I 06 EHU—=.r,-. NO. WATTS TYPE HEAT,, 2' x 4' STATIC LENSED TROFFER (EXISTING) A COLUMBIA 106W 3 32W T-8 120 RECESSED (1) J24-332G—FSA12-120 4' FLUORESCENT STRIP FIXTURE, CEILING OR WALL MOUNTED. B COLUMBIA 75W 2 32W T—B 120 SURFACE CS4-232-120—CSWG4 2' x 4' STATIC LENSED TROFFER C COLUMBIA 75W 2 32W T-8 120 RECESSED J24-232G—FSA12-120 5 BLADED PADDLE FAN, CEILING MOUNTED, WHITE FINISH. F 400W 0 0 0 120 SURFACE UNIVERSAL EXIT SIGN X PRESCOLITE 25W — — — 120 UNIVERSAL PEX EMERGENCY LIGHT XA PRESCOLITE 25W — — — 120 UNIVERSAL EMAX NOTES: (1) RE—LAMP, AND RE—BALLAST EXISTING FIXTURES AS REQUIRED. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY. FL.00fR f=LAN — ELECTfRICAL SG-L,LI=_ I-�4 11 =1'-c�:)° 101 1427) 2 I= � � mo. 1014 t -7L 0,01' I I 06 EHU—=.r,-. 4, E57 f;4m 1 `1' I.IJ 'r"'.• E=fR HEAT,, KEYNOTES 0: F1 DIFFERENT BRANCH CIRCUIT, SAME SWITCH LEG. ❑2 WIRING ALL EXIT AND EMERGENCY LIGHTING AHEAD OF SWITCHING. ❑3 ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION, OF FIXTURES IN FIELD AND COORDINATE WITH OWNER. OC/ ASSOCAMS, INC. Cons lft ErVh"rs Orlando • Ft. Pierce • West Palm Beach • FL Myers 427 Centerpointe Circle. Suite 1825 Altamonte Springs. FL 32701 (407) 332-5110 Fax: (407) 332-7704 www.oclassociates.com CERTIFICATE OF AUTHORIZATION •6261 ASSOCIATES INC. LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FL OOFP, FL,4N ELECTfRIC,4L E2 DRAWING SCALE I DRAWN cAo I CHECK ENG PROJECT NO 06005 DATED FEB. 16, 0(o ROGER ALLEN L I IN & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 4 0 ro W 0 c� z w a 176 v 0 0 CV Er - CL a O PP1 PPI PP1 11 12 13 PP1 PP2 PP2 10 VENDING 1 2 TYPICAL PP1 9 PP1 8 PP1 7 Ifl SD PP2 PP1 5:27 4 NF _" 1 1 60 1 � 1 I I L–J PP1 22:24,PPt 3:5 NF: I TV PP1 6 PP2 PP2 o° MDP PP2 PP2 '5 1 6 PP2 PP21 \ PP2 PP1 2 PP2 n s, PP2 24 ❑1 TYPICAL tPP 11211 122;' 132 42it— 52� 62 172 182 921 202 Ll 13 MDP El Y M -r"` OTHEIRS L — — MU -3 — J ao GWH-1 GWH- PP2 Ivr 22 MDP PP2 # 41C, E 5T PP1 ,00r-1 23 1a G TLT LAY. EWC i' G LAV. tTILT REST c" 71 ❑7 PP2 SD 24:26 6 -12 NF PP1 — — AHUW2 FLaaFP, FLAN - ELECTfRIC4L 00 M i P__ I t® k2n4 FREST 1�ry fl;Plt:_: moi' a .-1 z aslµf:4, '6' = Y"""",'s .'1., 'M", .�k. P".""�`.;° r�.. KEYNOTES E: 0 PROVIDE DOUBLE POLE, SINGLE THROW AC MANUAL MOTOR STARTING SWITCH. E2 BULKHEAD MANUFACTURER SUPPLIED PANEL (12) SPACE 60A MAIN LUG PANEL WITH (2) 4OA/3P BREAKERS FOR 80 POUND WASHERS MINIMUM. 0 COORDINATE EXACT MOUNTING LOCATION AND HEIGHT WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. ❑4 BULKHEAD MANUFACTURER SUPPLIED PANEL (24) SPACE 125A MAIN LUG PANEL WITH (8) 20A/3P BREAKERS FOR 60 POUND WASHERS MINIMUM. aBULKHEAD MANUFACTURER SUPPLIED PANEL (42) SPACE 125A MAIN LUG PANEL WITH (10) 15A/3P BREAKERS FOR 30 POUND WASHERS MINIMUM. 6] BULKHEAD MANUFACTURER SUPPLIED PANEL (42) SPACE 100A MAIN LUG PANEL WITH (10) 15A/3P BREAKERS FOR 20 POUND WASHERS MINIMUM. ❑7 NEW FIRE ALARM EQUIPMENT SHALL BE TIED INTO EXISTING BUILDING FIRE ALARM SYSTEM AND INITIATE AN AUDIBLE AND VISIBLE SUPERVISORY SIGNAL COORDINATE EXACT LOCATION WITH DIVISION 15 CONTRACTOR. CEILING MOUNTED TV OUTLET, AND POWER RECEPTACLE OUTLET. COORDINATE EXACT LOCATION WITH OWNER IN FIELD. ❑9 ELECTRICAL CONTRACTOR SHALL COORDINATE CONNECTION TO EXISTING METERING EQUIPMENT WITH UTILITY COMPANY AND OWNER. 10 REFER TO SHEET E1 FOR FEEDER AND CONDUIT SIZES. 11 #14AWG WIRE, 3/8" EXTRA -FLEX, OR 3/8" GREEN FIELD (OR EQUIVALENT). 12 TELEPHONE TERMINAL BOARD. 13 BULKHEAD MANUFACTURER SUPPLIED PANEL (16) SPACE 60A MAIN LUG PANEL WITH (8) 15A/3P BREAKERS FOR TOPLOAD WASHERS MINIMUM. BULKHEAD MANUFACTURER SUPPLIED PANEL (24) 14 SPACE 60A MAIN LUG PANEL WITH (10) 15A/3P BREAKERS FOR TOPLOAD WASHERS MINIMUM. OC/ AS'SIOCIGAMS,, INC. C"u/tmgl Engineers Orlando - Ft. Pierce • West Palm Beach - Ft. Myers 427 Centerpointe Circle, Suite 1825 Altamonte Springs, FL 32701 (407) 332-5110 Fax (407) 332-7704 www.oclassociates.com CERTIFICATE OF AUTHORIZATION -6261 427 GENTER1501NTt CIR., SUITE 1825 ASSOCIATES ALTAMONTE SPRINGS FL 32701 INC. FL. REG. NO.: PF32166 LAUNDRY 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FL ooFP, fL,I N E L E C T f R,IC,4L DRAWING E3 SCALE I DRAWN C°D CHECK ENG PROJECT NO 06005 DATED FEB. 16, m(o ROGER ALLEN L I IN & ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575 SIZE AWG PER TABLE NEC 250.66 14 CU AWG - NEC 250.66(B) CONCRETE ENCASED ELECTRODE #6 AWG CU EXCEPT IF WATER (EUFER GROUND) PIPE GROUND NOT AVAILABLE, SIZE PER TABLE (NEC 250.66(A)) MAIN WATER SERVICE PIPEIF METAL JUMPER EXOTHERMIC CONNECTION AROUND WATER METER (TYPICAL) ACCESSIBLE GROUND 3/4" X 30' COPPERWELD y GROUND ROD (3 MIN) SERVICE GROUNDING DETAIL. ELECTRICAL CONTRACTOR CONTRACTOR SHALL FIELD VERIFY SERVICE TO POWER COMPANY TRANSFORMER CT METER -\ 1I B'i NL 2 SETS OF 3#350KCMIL, (1) 3°C EACH SURGE ARRESTOR BONDING JUMPER NEUTRAL BAR 600/3 PER NEC 250.366 I SA IND. BAR 30/3 100/3 150/3 _�t PROVIDE GROUNDING PER DETAIL 6 Cao ON THIS DRAWING. BOND ALL SERVICE GROUNDS TOGETHER. ` �4- z M � _ 1 I PANEL I PANEL SURGE PROTECTOR TVSS PP1 PP2 LOAD DESCRIPTION 100A 100A CKT. NO. MLO MLO 0C BKR LOAD DESCRIPTION N.T.S. PANEL PANEL 'PPI' LOCATION ELECTRICAL ROOM LOAD DESCRIPTION SERVICE RATING 120/24OV-30-4W 10OA-MLO CKT. NO. MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA TRIP POLES OA 06 OC CKT. NO. OA KVA 0C BKR LOAD DESCRIPTION OA 0B 0C TRIP POLES R- RECEPT. RM 100 20 1 0.90 1 2 0.36 0.90 20 1 R- RECEPT. RM 103 H- AC -1 20 2 0.20 20 3 4 0.90 0.90 3 20 1 R- RECEPT, RM 102, 101 H- 20 0.20 5 6 20 1 0.18 20 1 R- RECEPT. SHOW WINDOW R- RECEPT. SHOW WINDOW 20 1 0.18 7 8 0.18 E- GAS DRYER E- GAS DRYER 20 1 R- RECEPT. SHOW WINDOW R- RECEPT. SHOW WINDOW 20 1 0.18 7 9 10 21.00 0.18 20 20 1 R- RECEPT. SHOW WINDOW R- VENDING 20 1 1.00 11 12 9 110 1.00 20 1 R- VENDING R- VENDING 20 1 1.00 E- GAS DRYER 13 14 0.00 RTU -1 0.90 20 1 SPARE SPARE 20 1 0.00 20 1516 E- GAS DRYER E- GAS DRYER 0.00 1 20 1 SPARE SPARE 20 1 0.00 1718 20 1 0.00 20 1 1 SPARE SPARE 20 1 0.00 0.00 19 20 0.00 0.90 1.25 20 1 SPARE SPARE 20 1 0.00 1 211221 0.90 0.70 18 20 1 E- EWC R- RECEPT. RM 104, 105 20 1 1 0.36 2324 20 1 0.90 0.00 20 1 SPARE L- LIGHTING 20 1 0.95 25 26 0.80 E- GAS WATER HEATER GWH-1 20 20 1 M- FANS L- LIGHTING 20 1 1.20 22 27 28 0.80 1 20 1 M- FANS L- LIGHTING 20 1 0.84 29 30 24 0.50 20 2 H- CU -1 R- RECEPT, VIDEO GAMES 20 1 1.20 45 31 32 0.50 25 26 H- M- FANS 20 1 0.80 33 34 0.00 - 1 SPACE SPACE - 1 0.00 35 36 1 SPACE 0.00 - 1 SPACE SPACE - 1 0.00 37 38 0.00 0.00 - - 1 SPACE SPACE - 1 1 0.00 3.50 39 401 1 0.00 0.00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - 1 SPACE TOTALS 0.00 4.23 2.38 2.40 1 10.00 1.84 2.58 1.68 1 LOAD CALCULATIONS: 0.00 CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 1 2.99 SPACE 1.25 1 3.74 0.00 37 RECEPTACLES - 13T 10 KVA 0.00 7.62 1.00 1 1 7.62 SPACE NOTES: 1 _ RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 1.40 1.00 1.40 MOTORS 2.40 1.00 2.40 EQUIPMENT 0.70 1.00 0.70 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 15.11 36.35 - 15.86 38.15 MAIN DISTRIBUTION PANEL 7' -MDP 1 600A MCB, 120/24OV-30-4W, 65 KAIC I 60/3 125/3 125/3 100/3 J 60/3 60/3 90/3 0 0 F - C3 0 C��.p9�6 q� pU U CpZ.pp7 �ZUDp U PBP1L I I PBP2L I I PBP3BP4 L I I PL ( I PTLi I I PTL I I I I I I I I I I I I 60A I I 125A I I 125A I I 100A I I 60A I I 60A MLO MLO MLO MLO MLO MLO _J L__-1 L__- L _J L _J L _-1 PANELS PROVIDED BY BULKHEAD MANUFACTURER 910/ R 3 PANEL PANEL 'PP2' SERVICE 120/24OV-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECTRICAL ROOM RATING 15OA-MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA 08 0C OA 0B OC TRIP 1POLES E- GAS DRYER 20 1 0.90 21 1 2 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 PANEL 'BP2' 3 4 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 15 6 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 7 8 0.90 21.00 PANEL 'TL1' 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 9 110 0.90 20 1 1 E- GAS DRYER E- GAS DRYER 20 1 10.00 RTU -1 0.90 11 12 0.90 20 1 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 30 13 14 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 9.60 0.90 0.00 15 16 241.54 0.90 1.25 20 1 E- GAS DRYER E- GAS DRYER 20 1 PF H. -C. 0.90 17 18 6.42 1.20 0.90 20 1 E- GAS DRYER E- GAS DRYER 20 1 0.90 AMPS 489.94 19 20 0.90 20 1 E- GAS DRYER E- GAS WATER HEATER GWH-1 20 1 0.96 21 22 _ 0.96 20 1 E- GAS WATER HEATER GWH-1 M- CP -1 20 1 1 _ 0.20 23 24 3.50 45 2 H- AHU-2 H- AHU-1 45 2 3.50 25 26 3.50 H- H- 3.50 27 28 0.00 - 1 SPACE H- AHU-3 45 2 3.5029 30 0.00 - 1 SPACE H- 3.50 31 321 0.00 - 1 SPACE SPACE - 1 0.00 33 34 0.00 - 1 SPACE SPACE - 1 0.00 35 36 0.00 - 1 SPACE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - 1 ISPACE TOTALS 110.601 7.16 6.40 7.10 3.66 6.20 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 21.00 1.00 21.00 MOTORS 0.20 1.00 0.20 EQUIPMENT 19.92 1.00 19.92 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 41.12 98.92 41.12 98.92 SERVICE VOLTAGE IS 120/24OV, 3PH, 4W DISTRIBUTION PANEL 'MDP' LOAD CALCULATION LOAD DISTRIBUTION LOAD DESCRIPTION LIGHTING RECEPTACLE MOTORS EQUIPMENT APPLIANCE SPARE OTHER HEATING COOLING TOTAL PANEL 'PP1' 6.42 1 0.7 9.6 5 1.4 1 25.12 PANEL 'PP2' 0.2 19.92 5 21 46.12 PANEL 'BPI' 15 15.00 PANEL 'BP2' 30 30.00 PANEL 'BP3' 30 30.00 PANEL 'BP4' 21 21.00 PANEL 'TL1' 10 10.00 PANEL 'TL2' 10 10.00 RTU -1 2.27 20.3 34 56.57 FUTURE ALLOWANCE 30 30.00 TOTALS 0.00 6.42 1.20 136.62 9.60 10.00 0.00 42.70 35.00 241.54 DEMAND FACTORS 1.25 NEC 220-21 1.00 1.00 0.75 1.00 LARGEMO PF H. -C. DEMAND 0.001 6.42 1.20 136.621 7.201 10.00 0.001 42.70 TOTAL DEMAND 204.14 AMPS 489.94 0ClASSO L4�� INC. Consulting Engineers Orlando . Ft. Pierce • West Palrn Beach • Ft. Myers 427 Centerpointe Circle, Suite 1825 Altamonte Springs, FL 32701 (407) 302-5110 Fax; (407) 332-7104 Ymmoc iassociates.com CERTIFICATE OF AUTHORIZATION 6261 1 . � 1516 FRENCH AV.(17-92) SANFORD, FL OWNER: TERRY WEATHERMAN PROJEC FLOOfR FLAN DRAWING 4 SCALE I DRAWN CAD CHECK PROJECT NO ���'0`5 DATED FEB. 1&, 0(o ASSOCIATES ARCHITECTURE INTERIOR DESIGN LAND PLANNING 1175 SPRING CENTRE SOUTH BLVD. STE. 200 ALTAMONTE SPRINGS, FL. 32714 (407) 788-7575