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2501 Mccracken Rd BC03-002439 (FIRE SPRINKLER) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER g li 1 PROPERTY OWNER ADDRESS PHONE NUMBER ills i 110 F-Aw-EST.-I MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER A ,�L SZ FEE FEE SUBDIVISION b b to cn En I, 0 H t�J INS. TEST C' Hvdraulicallv Desianed Svstem Location WAREHOUSE No. of Sprinklers 12 Density .20 Design Area Size 1500 SQ FT System Demand At Base of Riser GPM Discharge 362.3 Residual PSI 51.7 Fire Sprinkler Piping Layout TOTAL AREA 21,000 SQ FT. �I4 I y SCALE 1/8'=1'-0' S.I.N. TY3231 5 1/2 (5.6K) 155• QR TYCO TY -FRB CHROME PEND SEMI-REC STANDARD SPRAY 225 SQ FT MAX. S.I.N. TY4111 3/74 4'1 (8.OK) 280' SR TYCO TY -L BRASS UPR NO ESC -o- STANDARD SPRAY 130 SQ FT MAX. SYSTEM CONTROL VALVE 4' x 2k' x 2k' F.D.C. WITH 4' WAFER CHECK Z0 4' AMES 3000 D.C.D.A. C3 FIXED LOSS 2.5 PSI zo Z0Ie 4' TO BUILDING TYPE #1 STEEL BEA P11 T. B. C. ZINC ATR HANGER RING 4' TO WAREHOUSE 6 HD CABINET & WRENCH 0 4' M.J. 90' ELL 2' MAIN DRAIN TYPE #2 LOCK NUT Z PURLIN Hanger Details 1" GLOBE VALVE FIN. FLR. SIDEWINDER ZINC ATR HANGER RING No Scale T D M 1" x 1-6 /-1" 45' ELBOW 1" x 1/2" BUSHING HATH 5.6K S.O.S. Inspectors Test Detail 6' ELECT. BELL O Z U h WATERFLOW SWITCH _ PRESSURE GAUGE 14'x9'FLG. D.I. FIN. GRADE Riser Detail No Scale 1A o A4 10C ra e 2) 4' OS&Y GATE VALVES WITH OS&Y TAMPERS (WIRING BY ELEC. CONT) 1\ 4' FLG 90' ELL GRADE No Scale General Notes: 1. Design Criteria: Wet pipe sprinkler system, hydraulically designed to provide a minimum .20 gpm/sq ft, to be installed throughout. All sprinkler head spacing and locations be in accordance with NFPA 13, 1999 edition, for an Ordinary Hazard Group II Occupancy. 2. All material, devices, and installation to comply with NFPA 13 & 24, 1999 editions, all manufacturers specifications, and the local authority. 3. All overhead piping to be hung with U.L. listed hangers properly spaced in acc- ordance with NFPA 13, 1999 edition. 4. All 1„ diameter pipe to be Schedule 40 black steel per ASTM A -135/A-795 and shall be joined by Class 125 ANSI B16.4 cast iron threaded fittings. All 1-1/2» and larger shall be Schedule 7 black steel per ASTM A -135/A-795 and shall be joined by Mechanical Couplings. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. (a /n1 CL%; -I- 4' F �� c7•�'= tt� FROM CITY MAIN �7/I9i©3 Backflow Preventer Detail No Scale B.O.P. 17'-10 EXTERIOR WALL 12' Building Section -McKraken Road.- Site Plan 1P �0 SCALE 1'=30' ON CENTER [BLE STEEL BEAM - CONSTRUCTION No Scale PERMIT "SITE" NOTE, ALL UNDERGROUND JOINTS TO BE L`�e_ RESTRAINED PER NFPA 24 STANDARDS. PLANS REVIEWED CITY OF SANFORD NEW 6' x 4' WET TAP (POINT OF SERVICE) By: Sanford Fire reve do Div. Date: -77, / 6-1 JAMES M. CURTIS #370 2 01 HUNTERS LAKE DRIVE, SUITE 221 NORTH AMPA, FL 33647 813-299-8597 407-466-2645 FLOW TEST DATA STATIC: 70 p.s.i. RESIDUAL: 60 p.s.i. FLOW: 1200 g.p.m, DATE: 6-02-03 TIME: 9:00 OL,M. LOCATION: McKracken Road BY: Shp[exGrinnel( 1A o A4 10C ra e 2) 4' OS&Y GATE VALVES WITH OS&Y TAMPERS (WIRING BY ELEC. CONT) 1\ 4' FLG 90' ELL GRADE No Scale General Notes: 1. Design Criteria: Wet pipe sprinkler system, hydraulically designed to provide a minimum .20 gpm/sq ft, to be installed throughout. All sprinkler head spacing and locations be in accordance with NFPA 13, 1999 edition, for an Ordinary Hazard Group II Occupancy. 2. All material, devices, and installation to comply with NFPA 13 & 24, 1999 editions, all manufacturers specifications, and the local authority. 3. All overhead piping to be hung with U.L. listed hangers properly spaced in acc- ordance with NFPA 13, 1999 edition. 4. All 1„ diameter pipe to be Schedule 40 black steel per ASTM A -135/A-795 and shall be joined by Class 125 ANSI B16.4 cast iron threaded fittings. All 1-1/2» and larger shall be Schedule 7 black steel per ASTM A -135/A-795 and shall be joined by Mechanical Couplings. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. (a /n1 CL%; -I- 4' F �� c7•�'= tt� FROM CITY MAIN �7/I9i©3 Backflow Preventer Detail No Scale B.O.P. 17'-10 EXTERIOR WALL 12' Building Section -McKraken Road.- Site Plan 1P �0 SCALE 1'=30' ON CENTER [BLE STEEL BEAM - CONSTRUCTION No Scale PERMIT "SITE" NOTE, ALL UNDERGROUND JOINTS TO BE L`�e_ RESTRAINED PER NFPA 24 STANDARDS. PLANS REVIEWED CITY OF SANFORD NEW 6' x 4' WET TAP (POINT OF SERVICE) By: Sanford Fire reve do Div. Date: -77, / 6-1 JAMES M. CURTIS #370 2 01 HUNTERS LAKE DRIVE, SUITE 221 NORTH AMPA, FL 33647 813-299-8597 407-466-2645 Q) M • r---1 00 O >cLO CO LO Q) C\2Ln O Ico !� ro� o CT 0 .,—, C:) 0 Cd c o a2., , CCS 0 . r{ I C5 ll 1 (`ax N 0 � r� V 1 � U O LO Fire Sprinkler Piping Plan A ]2 Z J Q O a L)< W A Z a 2 Q > LJ w � z 3 0 W H o I Q� A n 00 Z CONTRACT # COMM, DRAWN : K.H. CHECKED : J.C. DATE : 6-30-03 TOTAL HEADS : 179 SCALE : AS NOTED 1 of 1 SHEET N0.