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SPRINKLER & DOMESTIC WATJALL <br />MAIN ENTRANCE SHALL MEETLOCAL CODE REQUIREMENTS <br />RISER VERTICAL BE <br />SHOWN <br />- ®OVERHEAD SYSTEM FIRE PROTECTION SYMBOL LEGEND GENERAL NOTES 0 o <br />VERTICAL POSITION AS SHOWN 00 <br />O O <br />SYMBOL DESCRIPTION <br />�-�- MAXIMUM 1 ° DEFLECTION 1. THE FIRE PROTECTION SYSTEMS SHALL COMPLY WITH NFPA 13 - 2004 EDITION, THE FLORIDA z <br />FROM VERTICAL FIRE PREVENTION CODE AND ALL LOCAL CODES AND REQUIREMENTS.; <br />- CONTROL VALVE W(IAMPER SWITCH °° <br />at N <br />LE <br />2. FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY STATE FIRE MARSHAL a a <br />4" CHECK VALVE _ WATER FLOW SWITCH(ES) N - CHECK VALVE �., w Q- <br />TO F.D.C. AND ARCHITECT/ENGINEER. U � G <br />SYSTEM GAUGES o-O - FLOW SWITCH 0 1� <br />�° ° ° 3. THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 14, OF NFPA 13 - <br />2 MAIN DRAIN VALVE �--•-�,-4� • r-+ P� O <br />DRAIN TO EXTERIOR WALLSPRINKLER AND DRAIN RISER 2004 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'SA <br />° SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL �+ A <br />CHECK VALVE-®- - - NEW SPRINKLER PIPING DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING � � o > o <br />JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. l w v o <br />o ° <br />WALL POST INDICATOR 1 -REVISION REFERENCE C.ds <br />cd <br />VALVE (THROUGH WALL) 1 -DETAIL REFERENCE: "TOP -DETAIL, 4• THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE a Y <br />O WITH TAMPER SWITCH FP-1 BOTTOM -DRAWING# SHOWN ON REQUIRED FOR HYDRAULIC CALCULATIONS. • `n <br />6" DOUBLE CHECK (OR AS REQUIRED BY U a <br />ROCKWOOL PIPE LOCAL AUTHORITY HAVING JURISDICTION) 5. THE FIRE PROTECTION SYSTEMS SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF <br />INSULATION THROUGH BACKFLOW PREVENTION ASSEMBLY NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT RECORD, IN ACCORDANCE WITH STATE REGULATION 61G15-32. IT IS THE RESPONSIBILITY OF THE <br />PARTITION OR WALL - <br />PENETRATION APPROVED FOR VERTICAL INSTALLATON ---� 0 CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES. THE CONTRACTOR <br />(INSULATED PIPE ONLY) SHALL PROVIDE COMPLETE SPRINKLER SYSTEM LAYOUT DRAWINGS WITH ANY ADDITIONAL <br />6" 6" WALL POST INDICATOR STAPLES UTILITY REQUIREMENTS OFFSETS, SPRINKLERS OR SYSTEM COMPONENTS AS REQUIRED FOR A COMPLETE AND <br />PIPE INSULATION VALVE (THROUGH WALL) OPERABLE SYSTEM AND TO AVOID CONFLICTS WITH OTHER TRADES. <br />(WHERE REQUIRED) WITH TAMPER SWITCH <br />a FIRE PROTECTION WATER SERVICE: 6" 6. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL <br />FINISHED FLOOR 8" FLANGED SPIGOT MINIMUM HYDRAULIC INFORMATION REQUIRED: ASSOCIATED DATA. <br />14" STEEL SLEEVE. 788.3 GPM OVERHEAD 7. ALL DRAIN AND DRY PIPE SYSTEM PIPING AND FITTINGS SHALL BE GALVANIZED BOTH INSIDE AND <br />G.C. SHALL COORDINATE WITH CIVIL EXTEND TO 3" AFF 500 GPM HOSE STREAM OUTSIDE. <br />N� ENGINEER OF RECORD AND FIRE 1288.3 GPM WITH 40.4 PSI @ B.Q.R. <br />/ PROTECTION CONTRACTOR FOR LEAD 8. INSTALL ADDITIONAL SPRINKLERS UNDER ALL EXPOSED DUCTWORK OR OBSTRUCTIONS <br />PIPE SLEEVE (CONIC. OR / FIRESTOP MATERIAL IN TO FIRE PROTECTION RISER. --� EXCEEDING 48" IN WIDTH. PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED FOR PROPER <br />MASONRY WALL ONLY -/ 4FL\� COVERAGE OF OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. <br />3 <br />-.)C <br />9. ALL SPRINKLERS INSTALLED WITHIN MECHANICAL ROOMS, STORAGE ROOMS, JANITORS <br />ELEVATION - WALL PENETRATION REFER TO DRAWING T-2 FOR ADDITIONAL FIRE PROTECTION CLOSETS OR AREAS SUBJECT TO MECHANICAL INJURY SHALL BE PROTECTED WITH LISTED <br />NOTES AND PERFORMANCE SPECIFICATIONS. GUARDS. <br />10. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL <br />Firestopping of Penetrations Through Walls Detail - Fire Riser-u fT 2 �( s-1 INSTALLATIONS AND BUILDING STRUCTURAL MEMBERS. DO NOT ROUTE PIPING OVER <br />1 Scale: None 2Scale: None ELECTRICAL PANELS. PIPING ROUTED OVER ELECTRICAL PANELS SHALL BE REROUTED AT NO <br />j I ADDITIONAL COST. <br />I II <br />I 11. PROVIDE TAMPER SWITCHES ON ALL CONTROL VALVES. _ <br />12. SLOPE ALL PIPING TO THE SYSTEM MAIN DRAIN AS REQUIRED TO INSURE PROPER DRAINAGE. IT - <br />-� IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL PIPING IS DRAINABLE. ADDITIONAL <br />11 C-0.5 1 [ C-0 C-1 j CC-1,6) C- 1 C-3 ' 11.5 DRAINS AND PLUGS SHALL BE INSTALLED WHERE REQUIRED TO COMPLY WITH THE ABOVE <br />\`- ` ti f� ! ` REFERENCED CODES. <br />- -`'-� <br />IN <br />= I j 13. ALL ROLL GROOVED AND CUT GROOVED COUPLINGS AND FITTINGS SHALL BE PROVIDED BY A <br />- -- ---- - - T-A SINGLE MANUFACTURER. <br />EA TING INSPECTORS TEST AND DRAIN - - V <br />tl- 14, SPRINKLERS SHALL BE CENTERED IN CEILING TILES iN AREAS WITH LAY -IN TILES AND VISUALLY <br />I ! \\ ALIGNED IN AREAS WITH SMOOTH CEILINGS. <br />EXISTING SPRINKLER AND DRAIN RISER. <br />SE jDETAIL ON THIS SHEET <br />I (€ T_B I 15. THIS BUILDINGS STRUCTURAL SYSTEM HAS BEEN DESIGNED TO SUPPORT THE ADDITIONAL Q� <br />IRE PROTECTION f f _ <br />WEIGHT ASSOCIATED WITH THE SPRINKLER SYSTEM. <br />SE <br />CONTRACTOR DOCUMENTS i ( ! \1 16. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGI I AS POSSIBLE TO O <br />j FOd CONTINUATION C <br />EXISTING UNDERGROUND FIRE ALLOW THE OWNER MAXIMUM USE OF THE SPACE. <br />MAIN. SEE CIVIL DRAWINGS <br />FOR EXACT LOCATION, SIZE ` \ I T 1 17. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE <br />AND CONTINUATION \ INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM MAXIMUM 22" BELOW ROOF <br />2_ . _- .. __ __-.-__._.._ _ _,.; T_D DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST O <br />r <br />�- e--. LID HALL B TREATED I ,� A r « �. � _ �,,�� SO S E BATED LIKE A BEAM WITH THE SPRINKLERS 1 BELOW THE BOTTOM OF THE <br />\ \ <br />- FIRE PROOFING. <br />i <br />I <br />I <br />� I <br />,% ...I -._. / I.. .,.._._1_..._.,....._-.. _A .. ..... ..... __.. .A...._... ... ..-. ,..,._.._._._...... {, _ .. ...-.,._J. __..., .I. .......___......_l__, »_1_...."'__, ,. ,._4.,....., .. _..I...._.--__..._1____._,__.__-1_...__..,._..__J_ ..._!_.....,__.. , ...___l_ _....._..... __1......_... .._..._ A ...._.._.._.__.........._-. / 1cu <br />00 <br />,� 18. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS V N �- <br />L - - r ! WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING J cCO <br />o <br />J -- -._ - _ - ..-_ - \- - Cu M <br />A � I � r r ' - �\, OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE <br />, _ y FIRE RATED PIPE PENETRATION DETAILS. J O <br />LLCu <br />1. T� I - - - tL - - j 19. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. w _ Cu O <br />;cj .� z (D CD � co I- fJ) <br />Fr/1 <br />-r: <br />i <br />q FLORIDA ADMINISTRATIVE CODE <br />I ; r ,,, CHAPTER 61 G15 32 NOTES <br />I <br />CA, € I I a , <br />I f <br />1. THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF _ O_ <br />t <br />.PROVIDE ALL EQUIPMENT, QU PMENT O <br />( THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS ( ) <br />t <br />L <br />V <br />MATERIALS, COMPONENTS , <br />I ` , ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBEDIN $ � Cu <br />NFPA 13. THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND <br />PERFORM HYDRAULIC CALCULATIONS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM. LL <br />_ -- <br />-�-: I` I Cis Q <br />ul <br />2. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF S <br />THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2004 EDITION; NFPA24, a <br />2002 EDITION; THE FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2004 <br />- _ - EDITION AND ALL LOCAL CODES RE E Cu <br />C 0 S REQUIRED BY THE AUTHORITY HAVING JURISDICTION.Cu <br />I <br />II <br />\ ' I 3 AREA OCCUPANCIES AND AZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE <br />/ I LOCATED ON THIS SHEET. H , I . <br />Cn <br />\\ - - - - - _' ___.- . ___ .._. HE <br />.__.-,.. ...._.. __._.__-.a__ ._ - �� 4. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE �n <br />C'B ,�- ",_ \ - WITH THE FACP ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE <br />- ------ V <br />E <br />- \ FACP ON THE ALARM CIRCUIT. E 06 <br />CB <br />5. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE SIGNED AND SEALED FIRE <br />\ j O <br />PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS AND SHALL BE THE O Cu <br />ENGINEER OF RECORD. SIGNED AND SEALED FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS <br />[ WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE CU <br />�C-B 2 LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. L L <br />- <br />6. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE O <br />-- <br />fill i1r� <br />ulu u u PROTECTION USE AND IN ACCORDANCE WITH NFPA 13. ALL FIRE PROTECTION EQUIPMENT AND <br />E AL E THEU.L.LISTED D FM APPROVED. <br />a <br />- <br />B` 7 THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION <br />3 <br />- N� <br />- VED <br />- - <br />\ __1 .._:-i-.-._,_ _ --: , _� . r _._.....__._ , ...-. _, _.__ ,_..,,.. --- �_..... SYSTEM IS SHOWN ON THE CIVIL SITE PLAN.CU <br />- ♦--� M <br />aaFoul <br />8. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF <br />oa <br />- =- MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE M J <br />ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT LL <br />U <br />' 7 I AS NEEDED TO REDUCE OR ELIMINATE MIC. ? co a <br />_ - <br />'3C-B.5 <br />9 D BACK FLOW PRVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS "' <br />REQUIREMENTS.= - <br />--(C-)B6 CD <br />- x <br />0 L.... °° <br />w w _ <br />m Y <br />N <br />i $ O O Na LL <br />w <br />FIRE PROTECTION SPRINKLER LEGEND <br />F MP <br />FINISH <br />STYLE PLATE MFG. <br />0 OC-B.7 <br />ON <br />e <br />E • SYMBOL 0112" 1550 RESPONSE QUICKK 5.6 CHROME F0IDFRL RECESSED CHROME RELIABLELu <br />Lu <br />- 112" 1550 d Lu <br />_ <br />1/2" 155° a u <br />F1FR HDIGD ABLE <br />O QUICK 5.6 BRASS F1FR UPRIGHT NONE RELIABLE <br />ui <br />E � w <br />- - - AWING CRITERIA <br />€ <br />THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR E <br />(C-C <br />DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. <br />/ - - \ I 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS <br />f I 2. NFPA 24, PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES <br />- - - - 3. FLORIDA FIRE PREVENTION CODE-2004 EDITION m <br />' � a <br />- ENTIRE BUILDING (EXCEPT AS NOTED): <br />OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 <br />SYSTEM TYPE: WET PIPE � <br />0 0 o DESIGN DENSITY: .20 GPM/SQ. FT. <br />_ HYDRAULIC REMOTE AREA: 1,500 SQ. FT. k <br />a <br />asuj <br />F_ ( SPRINKLER ORIFICE SIZE: 1/2" <br />3 SPRINKLER TEMPERATURE RATING: 155°F •!�• co <br />�� DURATION OF SUPPLY: 60 - 90 MIN. ����e o <br />MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT./QUICK RESPONSE TYPE �`� cn <br />HOSE STREAM ALLOWANCE: 250 GPM <br />r _ BATHROOMS: <br />' % a OCCUPANCY CLASSIFICATION: LIGHT HAZARD w O. <br />0 0 0 0 4 0 1 U 9 0 0 0 0 0 0 1 ' <br />SYSTEM TYPE: WET PIPE W z <br />\ l DESIGN DENSITY: .10 GPM/SQ. FT. g A! Q �' �'rt• <br />HYDRAULIC REMOTE AREA: 1,500 SQ. FT. z uj G <br />LCSPRINKLER ORIFICE SIZE: 1/2" m I �' <br />�Lnj I SPRINKLER TEMPERATURE RATING: 155°F o <br />LL <br />/ I - DURATION OF SUPPLY: 30 MIN. ii U) co <br />C, 0 <br />MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT./QUICK RESPONSE TYPE E uQJ oI oI <br />HOSE STREAM ALLOWANCE: 100 GPM $ „; N N <br />0 -- <br />° °a a <br />_ -' DRAWING LISTC-D C-D <br />_.,,,._.. NO. TITLE a <br />I � z m o <br />n <br />\ FP001 Fire Protection Floor Plan & General Information © w o <br />w Lu <br />Fire Protection Floor Plan c $ a <br />SCALE: 1 /8"=1'-V' <br />y FP-1 <br />CC 0.� C-1� / <br />C-2 C-3) � -4� � C�4.6 G- �� (C-4.9�`C-5� (C-6 } <br />