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NFPA# 13-2016 8.15.5.3 AUTOMATIC FIRE SPRINKLERS <br />SHALL NOT BE REQUIRED IN ELEVATOR MACHINE ROOM, <br />FI F\/AT(1P AAA(`HINIFPY CPA(`FC rnl ITRt11 CPA(`FC OP <br />2h <br />0-6 <br />NFPA#13-2016 8.15.7.2 SPRINKLER SHALL BE PERMITTED TO BE <br />NON-COMBUSTIBLE OMITTED WHERE THE EXTERIOR CANOPIES, ROOFS, PORTE-COCHERS, <br />-BALCONIES, DECKS, AND SIMILAR PROJECTIONS ARE CONSTRUCTED WITH <br />NFPA#13-2016 8.15.7.2 SPRINKLER SHALL BE PERMITTED TO BE <br />NON-COMBUSTIBLE OMITTED WHERE THE EXTERIOR CANOPIES, ROOFS, PORTE-COCHERS, <br />BALCONIES, DECKS, AND SIMILAR PROJECTIONS ARE CONSTRUCTED WITH <br />MATERIALS THAT ARE NON COMBUSTIBLES, OR FIRE RETARDANT -TREATED <br />WOOD WITH AN INHERENTLY FLAME -RESISTANT FABRIC OVERLY AS <br />DEMONSTRATED BY TEST METHOD 2 IN ACCORANCE WITH NFPA 701 <br />ZeDhvrhi'lls Storage Level t hre SDrl'nkler Plan <br />Scale of: 1/8"= 1'-0" <br />2 <br />0-6 <br />CONCRETE <br />SLAB <br />3/8" A.T.R. <br />BAND HANGER <br />STEEL <br />SPRINKLER PIPE <br />0 <br />0 <br />45 LF 6" ('900 DR-14 FL FIR If I,INE <br />401.E 4" ('900 DR-14 FL FIR HNE------� <br />a <br />SELF -STORAGE <br />FACILITY <br />895062 SF (3-STORY) <br />FFE=131.00 <br />FLOW TEST <br />S I AMCPR1`SSI IRF 65 PSI <br />RESIDUAL PRI'SSURE 58 PSI <br />AT 1240 GPM FLOW <br />VALID A I CONNLC FION TO CI I Y" MAIN <br />TFSTFD BY CITY OF LF.PI IYRHILLS <br />ON 6/ 14/2023 <br />Ze-phyrhills St <br />� <br />Scale of: 1 "= 40'-0" <br />NOTES: <br />6" x 6" ITIF W/ 6" G.V. <br />REMOTE FDC 6" DCDA ASSFMBLY W/ <br />BYPASS MFTER <br />6" 1 R-14 90' 1WND <br />-- xI <br />107 <br />co <br />BF B <br />6 6 6 <br />24—lN 1-0 6- <br />1.610 <br />cD i <br />6 TrM <br />C 26-3h <br />J° z <br />7 <br />rr C, <br />�o <br />LL <br />ox <br />z <br />o <br />A <br />r <br />I <br />orage Site Plan <br />SCOPE OF WORK- NEW WET SYSTEM IN BUILDING. <br />ALL WORK TO COMPLY WITH NFPA 13 (2016), FFPC 7TH ED, & LOCAL CODES. <br />ALL MATERIALS TO BE UL LISTED. <br />ALL PIPING TO BE TESTED AT 200 P.S.I. FOR 2 HOURS. <br />COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO BE FORWARDED TO <br />FIRE MARSHAL & OWNER. <br />THIS PROJECT IS NOT LOCATED IN A FLOOD OR EARTHQUAKE ZONE REQUIRING <br />CONSIDERATION IN THE DESIGN OF THE SPRINKLER SYSTEM. <br />ALL SPRINKLERS, VALVES, FITTINGS AND EQUIPMENT TO COMPLY WITH NFPA REQUIREMENTS. <br />PIPING TO BE BLACK STEEL SCHEDULE 7 WITH GROOVE AND WELD FITTINGS <br />1" PIPE TO BE BLACK SCHEDULE 40 WITH 1READED MALLEABLE IRON FITTINGS <br />ALL UNDERGROUND PIPING TO BE FLUSHED BY INSTALLER BEFORE CONNECTION TO SYSTEM. <br />6 � � <br />ALL PIPE LENGTHS ARE SHOWN CENTER TO CENTER ✓��� <br />S `�`� <br />ALL PARTITIONS 42" OR MORE BELOW DEFLECTORS iv <br />PIPE LENGTHS MARKED CENTER TO CENTER <br />NO TAKEOUTS HAVE BEEN DEDUCTED <br />PIPE TYPE: BLACK SCHEDULE 10 GROOVED <br />AND 1" BLACK SCHEDULE 40 <br />2 1/2 " TO 1,1 SYSITE M <br />GAUGF, FOR MAIN <br />DRAIN TESTING i <br />HEAD BOX & WRENCH <br />LIST INSIDE HEAD BOX:_QTY:9 TYCOTY313 <br />QTY:3 TYCO TY323HYDRAULIC SIGNcG <br />SPIKE Level I <br />iDl 6'-01, Intermediate Landing <br />4" FLOW SWITCH <br />6" STUB IN BY OTHER <br />SUMMIT FIRE & SECURITY <br />START POINT AT INCOMING <br />FLANGES <br />Level I Stair I <br />01-011 Sprinkler Riser on <br />intermediate landing <br />HANGER DETAIL <br />N.T.S. <br />J 8,44 i <br />1111P0 <br />JJ CONSULTING GROUP, INC. <br />CA L....- #31 838 <br />JOR6E J. SALGADO. P.E. #5360❑ <br />2DD I TIZEWELL CIRCLE <br />#1509 <br />ORLANDO, FL 32837 <br />Scale of: 1/4"=1'-0" <br />4" RISER UP <br />1" TEST CONNECTION <br />■ W/ RELIEF VALVE <br />1 1/2" MAIN DRAIN VALVE <br />ROUTE TO EXTERIOR <br />■ 4" TEE & 4" CHECK VALVE <br />■ PROVIDE BY BY <br />SUMMIT FIRE & SECURITY <br />EXTERIOR PIPING ARE <br />PROVIDED BY OTHERS <br />c <br />FDC PIPE, ROTATE, FOR CLARITY <br />REVIEW GATE / `l <br />Ore OF ZEFHYRHILLS <br />FIRE ANO LIFE SAFELY EXAMINKa�S_ <br />ALL WORK SHALL COMPLY WITH <br />NFFA CODES AND STANDARDS <br />