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1�2 �J 5.$ �'_JT�2 O8 14 11 12 13 14 15 16 17 18 19 2A0� 21 <br />i <br />H <br />0 - <br />2nd FLOOR FIRE SPRINKLER PLAN <br />Hanger No. 01 C <br />Powder Driven Stud <br />Him Powder [riven Stud <br />or Equal. <br />Rod Coupling <br />a <br />1 <br />All Thread <br />Rounded to Rod <br />Nearest Inch Q <br />Pipe <br />Swivel Ring / <br />Hanger No. 05C <br />Concrete Anchor H I LTI 318" H DI-P <br />Hitti 3/$" HDI-P <br />(Dried) ` <br />I <br />Concrete i <br />Construction Concrete <br />Construction <br />Q 3. <br />All Thread <br />Rounded to Rod Ct <br />Nearest fe <br />Bottom of Concrete to <br />1 Center Line of Pipe <br />Pipe <br />Swivel Rtng <br />1 <br />Note on Plan: Hanger Number and "A" Dimension <br />Note on Plan: Hanger Number and 'A' Dimension <br />HYDRAULIC SYSTEM <br />This building is protected <br />by a Hydraulically Designed <br />Automatic Sprinkler System. <br />Location AREA 2 - 2nd FLR <br />No. of Sprinklers 21 <br />Basis of Design <br />1. DENSITY .20 <br />GPI=Q. FT. <br />2. DESIGNED AREA OF DISCHARGE <br />-985 SOFT. <br />System Demand <br />1. WATER FLOW RATE <br />623.90 GPM <br />2. RESIDUAL PRESSURE AT THE <br />54.861 PSI <br />BASE OF THE RISER <br />INSTALLED BY: <br />SOUTHERN CROSS FIRE PROTECTION, LLC <br />41014 CLAY GULLY RD. <br />MYAKKA CITY, FL 34251 <br />3td FLR <br />3 <br />�t <br />N � <br />ti <br />(s s <br />(1) <br />NOT USED <br />(J <br />NOT USED <br />/5; <br />(3) <br />3"ELL WCOUP <br />0 <br />f 4� <br />3" GRV BFV adTS <br />L) <br />(,q) <br />3" GRV CHECK VA <br />(J <br />3" RISER MANIFOLD W <br />m <br />r <br />RELIEF VALVE <br />(7i <br />3" TO 2nd FLR SYSTEM <br />CD <br />2nd <br />2nd FLR RISER DETAIL <br />SCALE: 3V = V-0 <br />GENERAL NOTES <br />SCOPE OF WORK: <br />1. PROJECT IS DESIGNED IN ACCORDANCE WITH NFPA-13 (2016) AND LOCAL AUTHORITY <br />- ORDINARY HAZARD N OCCUPANCY FOR STORAGE, ELEC, ETC. <br />- LIGHT HAZARD OCCUPANCY IN BATHROOMS, OFFICES, OPEN AREA, ETC. <br />2. ALL PIPING INSTALLED ON THIS PROJECT TO MEET THE REQUIREMENTS OF NFPA-13 (16) <br />AND THE MANUFACTURERS LISTING. ALL PIPING IS PROTECTED PER THESE LISTINGS <br />3. BUILDING M CONCRETE DECK AND Z-PURLIN CONSTRUCTION WITH METAL STUDS AND <br />CONCRETE FRAMED WALLS. <br />4. HANGERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WINFPA-13 (16) TABLE 9.2.2 <br />MATERIAL SUMMARY <br />MATERIAL NOTES: <br />ALL 1" PIPING TO BE SCH. 40 <br />ALL PIPING 1'l," AND GREATER BLACK SCH 7t10 <br />FITTING NOTES: <br />THREADED FITTINGS DUCTILE IRON <br />GROOVED FITTINGS A MECHANICAL TEES <br />DESIGN CRITERIA <br />LIGHT HAZARD <br />MAXIMUM SPRINKLER SPACING OF 225 SOFT. <br />MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS <br />LISTING <br />100GPM HOSE ALLOWANCE <br />ORDINARY HAZARD <br />MAXIMUM SPRINKLER SPACING 130 SQ.FT. <br />MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS <br />LISTING <br />250GPM HOSE ALLOWANCE <br />r <br />6 <br />® <br />23 <br />24 <br />25 <br />40 <br />J <br />sa <br />go <br />J <br />�- <br />N <br />L <br />so _ so — <br />so —« <br />s o 1 I _ <br />" <br />c� <br />� <br />tDx20 <br />i0x20 <br />1Qx24 <br />i <br />IL <br />B.. <br />per,U. <br />10 <br />A <br />SYSTEM INFORMATION <br />DECK - SLOPES FROM NORTH OF BUILDING TO SOUTH. <br />C.L. BRANCH LINE - AS NOTED <br />C.L. MAIN - AS NOTED <br />1% -114" BRANCH LINE <br />2" - 4" CROSS MAIN <br />%" A 1" OUTLETS ON BRANCH LINE <br />METAL & PURUN CONSTRUCTION <br />PROJECT NORTH <br />—'allENGIN9911 SIGN & SEAL <br />%� SNFR <br />° �•:••��.j S e '•. �� R.K. Busher <br />1 Engineering, Inc. <br />560 8 EB9 9221 <br />(r fl mripany Name <br />=r : W= <br />I F 600 SW 641 h Ave. <br />��rrrr�I <br />i <br />? ` I Suite 109 <br />Davie FL 33314 <br />% Address <br />954-7294268 <br />Phone <br />i <br />A <br />N <br />au <br />N <br />9 <br />3 <br />M <br />� <br />o <br />4.CO <br />LJL <br />Q <br />a <br />i� <br />4) <br />(j <br />L.L <br />. <br />CD <br />ti <br />ma <br />>~ <br />E <br />U) <br />0 <br />a. <br />0 <br />V <br />c <br />Z <br />V <br />J J J <br />dN N CY) <br />0 0 0 <br />• O p S <br />P r t- <br />W <br />J <br />LUus <br />'� <br />o <br />t i <br />a <br />f- <br />o <br />Fv <br />LU <br />J <br />LU <br />U <br />- <br />- <br />tr <br />- <br />N <br />O <br />U) <br />Le <br />0 <br />0 <br />\ i' <br />aCr <br />C <br />_N <br />ca <br />N <br />0 <br />a <br />z <br />+�44 <br />t: <br />O� <br />IL <br />0 <br />r <br />N <br />W <br />o` <br />W <br />y <br />w <br />a <br />Z <br />W <br />3 <br />Y3C <br />zo <br />Y <br />4f <br />tom.) <br />Ct <br />C <br />Q <br />p. <br />aa; <br />t1. W <br />C <br />W <br />p <br />N p <br />z <br />LU <br />O <br />x <br />on�u�ni <br />PERWT NO. <br />PERWT NO. <br />CONTRACT No <br />UHSZ <br />APPROVAL <br />Cityoftelrhyrhills <br />C.D.T. <br />SAS <br />SCALE <br />AS SHOM <br />DATE <br />5.6-23 <br />REV DATE <br />FP-102 <br />