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<br />SCALE:3rd FLOOR FIRE SPRINKLER PLAN
<br />29,888
<br />Hanger No, 01 C
<br />Powder Driven Stud
<br />Hilts Powder Driven Stud
<br />or Equal
<br />Rod Coupling
<br />All Thread
<br />Rod
<br />Rounded to Q
<br />Nearest inch
<br />1
<br />Pipe
<br />Swivel Ring
<br />Concrete
<br />Construction
<br />Note on Plan: Hanger Number and "A" Dimension
<br />Hanger No. 05C
<br />Concrete Anchor HILTI 3/8" HDI-P
<br />Hifti 18" HDI-P
<br />(Drilled
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<br />Concrete
<br />3/4" Construction
<br />AV Thread
<br />Rounded to Rod CL
<br />Nearest
<br />Bottom of Concrete to
<br />1 Center Line of Pipe
<br />Pipe
<br />Swivel -ing 1
<br />1
<br />Note on Play 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 1.3rd FLR
<br />No. of Sprinklers 8
<br />Basis of Design
<br />1. DENSITY _20 GPMISQ. FT.
<br />2. DESIGNED AREA OF DISCHARGE 994 SQ.FT.
<br />System Demand
<br />1. WATER FLOW RATE 463.06 GPM
<br />2. RESIDUAL PRESSURE AT THE 47.597 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 />ROOF
<br />3
<br />N
<br />1, NOT USED
<br />2 NOT USED
<br />(g )
<br />3 4"0" RED COUP
<br />4' 3" GRV BFV wlTS
<br />3" GRV CHECK VA
<br />6 3" RISER MANIFOLD wl
<br />RELIEF VALVE
<br />l7 `` 3" TO 3rd FLR SYSTEM
<br />s 3
<br />3rd FLR
<br />2nd FLR RISER DETAIL
<br />SCALE: 31fl" = 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 11 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 IS CONCRETE DECK ANDZ-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'G" AND GREATER BLACK SCH 7110
<br />FITTING NOTES:
<br />THREADED FITTINGS DUCTILE IRON
<br />GROOVED FITTINGS & 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 NOSE ALLOWANCE
<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'%< -1;z' BRANCH LINE
<br />2" - 4" CROSS MAIN
<br />Y," & 1" OUTLETS ON BRANCH LINE
<br />METAL & PURLIN CONSTRUCTION
<br />PIPING ON THIS FLOOR IS
<br />-1 BELOW DECK
<br />EtAqINEER SIGN & SEAL
<br />BUSy, ..6
<br />,.
<br />• ,•••••. �F9 ®,,
<br />R.K. Busher
<br />�e`,�G✓Q..•GE N se �s®�
<br />Engineering, Inc.
<br />6 0�
<br />EB# 9221
<br />Company Name
<br />1
<br />: Cr�
<br />° LU ®I
<br />: I
<br />3 LU =
<br />4800 SW 64th Ave.
<br />Suite 109
<br />Davie, FL 33314
<br />/
<br />Address
<br />�1� /
<br />954Phe268
<br />PROJECT NORTH
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<br />CONTRACT NO
<br />;JHS<'
<br />APPROVAL
<br />City of 2ephyrhills
<br />C.M.
<br />SAS
<br />SCALE
<br />AS SHOWN
<br />DATE
<br />5-5-23
<br />REV oATe.
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