Loading...
HomeMy WebLinkAbout1121 - 1197 W. Airport Blvd 06-127 Sprinklers"= oG ��7 NORTH Site Fire Sprinkler Piping Layout 110 Q q 410 SCALE 1'=40' a Underground Fire Main Notes: 1. All material and installation to be in accordance with NFPA 24, 2002 edition, and the local authority. 2. All joints to be restrained in accordance with NFPA 24, 2002 edition, and the local authority. 3. All piping to have a 36" minimum depth of bury from top of pipe to finished grade. 4. All piping to be flushed and hydrostatically tested in accordance with NFPA 24, 2002 edition, and the local authority. FLU�d TEST DATA STATIC: 58 P,S.I, RESIDUAL, 54 P.S.I. FLOW: 1140 G.P.M. DATE: 7-07-05 TIME: 300 P.M. LOCATION: EXISTING SITE WATER MAIN AMES I,B.R. Riser Lead—in Detail No Scale FREEDOM FIRE PROTECTION`S b POINT OF CONNECTION `- 4' POST INDICATING VALVE WITH P.I.V. TAMPER (TO BE INSTALLED BY OTHERS) FIN, GRADE z z co c' TO SYSTEM FROM SUPPLY DR14 PVC DR14 PVC BY FREEDOM BY OTHERS POINT OF SERVICE P.l. V. Detail .40 DAVIS & CLEMON ENGINEERING, INC. 103 W. WISC©NSIN AVE., SUITE #104 DELAND, rLORIDA 32720 PH. # 360-130-7475 LIC. 135816 F 1 Site Fire Sprinkler Piping Plan �Q z a 0� __j U Q L7 LJ °- z n- EJ o Q L7 w L-) WCD r-U Qo 00 CONTRACT 4 C05111 DRAWN : BDR CHECKED , K.H. DA"rE : 12-05-05 TOTAL HEALS : 416 SCALE : AS NOTED FP- I SHEET 1 OF 3 ©1 RTT i1rli n rr i — ! n'mifh F-nd — FirP Snrinkler Piping Layout NORTH TOTAL AREA ; JUU 5Q VT. Building 2 - North End - Fire Sprinkler Piping Layout NORTH TOTAL AREA 30,380 SQ FT. } Q 9 $ SCALE 1/8'=l'-0' General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area. All sprinkler head spacing and locations to comply with NFPA 13, 2002 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2 thru 4 to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 2002 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 2002 edition. 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 their rating. ELEV. 12'-0 - ii,1" Qr1n'rIn-rt - C� I 0 U i 4' TO WAREHOUSE 1 - ___� �-•ice-. - _�;-- - _ _w ...� �..=--= w=��� _ ___.z---•-- rr� � -ii•--- � 6' ELECT. BELL — r % EXTERIOR WALL Cp " FLOW SWITCH PLACARD S.I.N. R1027 0 6 HEAD CABINET 240 4' TO F.D.C. 3/4 (8.2K) 212' SR RELIABLE " C" SLEEVE FIN. FLR, 2' MAIN DRAIN - 4' GRVD, RISER CHECK VALVE BRASS UPR FIN. GRADE NO ESC. —OV.DRY STANDARD RESPONSE - 6' x 4' REDUCING COUPLING STANDARD SPRAY 6' FIN, FLR, 4' I.B,R, 6' I.B.R. S,I,N, R1027 240 3/4" (8.2K) 212' SR RELIABLE "G" BRASS UPR NO ESC. _0._ STANDARD RESPONSE STANDARD SPRAY rum UL I ma-3 VI 6' U.G. 1 Riser Lead —In Detail No Scale 1' GLOBE VALVE HANGER #1 STEEL BEAM 1" x 1-2 T-T /_1" 45' ELBOW 1" x 1/2" BUSHING WITH 5.6K S.O.S. HANGER #6 STEEL PURLIN HANGER RING Hanger Details FLOW TEST DATA STATIC: 58 P,S.1. RESIDUAL: 54 P.S.I, FLOW: 1140 G,P,M, DATE: 7-07-05 TIME, MO P.M. LOCATION: EXISTING SITE WATER MAIN BY: F,F,P. Riser :Detail SIDEWINDER ZINC ATR HANGER RING No Scale DAMS & CLEATON MWNEL'1103, INC, 103 W. WISCONSIN AVE., SUITE #104, DEL(���I\iD,, FLORIDA 32720 ,ay SP 14. 1,383 3 8-7475 LI u. '# ,'.i )u[) l ft, Hydraulically Desi-fined S\/stern Location WAREHOUSE No. of Sprinklers 13 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 366.56 Residual PSI 40.848 C-) 0 o0 RAJ 1� ) V ram..., —I 0 Building2 Fire Sprinkler Piping Plan so I Fj Zlo CONTRACT # C05111 DRAWN 1 BDR CHECKED 1 K.H. DATE 1 12-05-05 TOTAL HEADS : 416 SCALE 1 AS NOTED FP- 2 SHEET 2 OF 3 AMES I,B,R, Riser Lead --In Detail No Scale FLOW TEST DATA STATIC: 59 P'S.I, RESIDUAL: 54 P.S,L FLOWi 1140 G.P,M, DATE: 7-07-05 TIME! 3:30 PX LOCATION: EXISTING SITE WATER MAIN BY: F,F,P, TR4 4' TO WAREHOUSE 6' ELECT. BELLO O FLOW SWITCH PLACARD 6 HEAD CABINET 4' 0 4' TO F,D,C, - 4' GRVD, RISER CHECK VALVE 2' MAIN DRAIN N V' V FIN, FLR._ 4' I,B,R. 4' I,B,R, Hydraulically Designed System Location WAREHOUSE No. of Sprinklers 13 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 378.36 Residual PSI 36.922 Riser Detail No Scale a. 1" GLOBE VALVE � o 1" x 1-2 T-T 1" 45' ELBOW 1" x 1/2" BUSHING WITH 5.6K S.O.S. FIN. FLN. Inspectors Test Detail No Scale Building 4 Fire Sprinkler Piping Layout NORTH TOTAL AREA 20,400 SQ FT. SCALE HANGER #1 STEEL BEAM M HANGER #6 B. C. LOCK NUT STEEL PURLIN INC ATR HANGER RING Hanger Details SAX R1027 176 3/4" (8.2K) 212' SR RELIABLE "G" BRASS UPR N0 ESC. —Q— STANDARD RESPONSE STANDARD SPRAY DEWINDER NC ATR HANGER RING No Scale General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 upm/sq ft throughout the warehouse area. All sprinkler head spacing and locations to comply with NFPA 13, 2002 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 2002 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 2002 edition. 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 their rating. ELEV. 16'-0 - 12' Building Section No Scale 103 W. WISCOINSIN AVE,, SUITE #I04 DEL AND, FLORIDA 32720 PHJ 386-738-7475 LIC. # 158 Building 4 Fire Sprinkler Piping Plan 1961. Z H F-1 L.L U Q L7 � LLJ ❑ Q ry Z n CL Q < H Q L7 H 7 W L G_ a L,J I 1 U / Q CD � CU r-, ❑ o Z CONTRACT # C05111 DRAWN I BDR CHECKED : K.H. DATE 12-05-0-14. _, ;r r TOTAL HEADS : 416i: t SCALE : AS NOTED FP-3 SHEET 3 OF 3 1 t, z • Y t F 1 .Y, _;