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HomeMy WebLinkAbout500 W Fulton St 053257 Sprinklersos-3as7 W2WIA. ) V.r2W y1R001 EXISTING FIRE HYDF I� EXISTING 6" SSU IN WOOD TRUSSE5 7 SSU IN HYDRAULIC CALCULATIONS WERE PERFORMED USING THE EXISTING BASE OS RISER CALCULATION INFORMATION PLATE FOR THE MOST REMOTE CALCULATION ON THE EXISTING SPRINKLER SYSTEM. 2" CROSS MAIN 2" CROSS MAIN �91A CEILING REC SSP V00 TRUSSES - � 2" CROSS MAIN 91-0 CEILING REC SSP BUILbING SECTION N.T.S. WATER FLOW TEST SUPPLY FIRE PUMP ABBREVIATIONS {= CENTERLINE MATERIALS SIZE LOCATION TYPE DATE OF TEST: TIME OF TEST: N/A N/A RATED CAPACITY: ELEVATION 1"-1411 BRANCHLINE5, DROPS, ARMOVER5 MAINS XL SCH 7 RATED PRESSURE: TOS = TOP OF STEEL 2 {-2-1 STATIC PRESSURE: 80 PUMP TYPE: G = GROOVED PIPE END RESIDUAL PRESSURE: GALLONS FLOWING: TESTED BY: 48 177 N/A WELL PUMP GPM AVAILABLE: PSI AVAILABLE: T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER - 2 1" FEED MAIN 2NU F.F. 2 2" FEED MAIN 1ST RR 0'-0 DESIGN CRITERIA SYSTEM NO. HAZARD SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE RACK GPM FIRST FLOOR FIRE SPRINKLER PIPING PLAN SCALE, 1/8" = V- 0 15 ,t 1 0 H ANr�TI0NLLE_TAIL 4ZE A B" C 3'-G" MAX. 12'-0" MAX. 3" MIN. 8" 5'-0" MAX. 15'-O" MAX. 3" MIN- A 6* SPRINKLER HEAD STEEL PIPE HANGER RING MAXIMUM HAF:GER SPACING FOR THREAOE0 LIGHTWALL STEEL PIPE IS 12' O" FOR ALL PIPE SIZES 5TRUCTURAL FRAMING SELF-DkILLING, SELF - TAPPING WOOD ANCHC EqUAL TO "SAMMY' 5WG 25-380 ALL -THREAD R( HANGER RI HANGER # 11 51UE•10001) ANC1rI0k STEEL AFWOR CPVC PIPING UP TO 4" MA. 1" 1" GLOBE V& : ZL .-52 7 :0 { FE® 4 �' 1" x 1-6 T-T GALV. 1"x1/2"GALV, ELBOW D SMOOTH BORE CORROSION \RESISTANT OUTLET GIVING _ FLOW EgUIVALENT TO ONE C5PRINKLER _INSPECTOR'S TESTmI)ETAIL N.T.S. _ -� ._ _ GENERAL NOTESW�4i DESIGNED PER NFPA 13 2002 EDITION FOR A LIGHT HAZARD" OFFICE SPACE AND LIGHT HAZARD WOOD ATTIC. SPRINKLER SPACING IN OFFICE SPACE NOT TO EXCEED 226 SCQ FT. .,.- SPRINKLER SPACING IN ATTIC AREA NOT TO EXCEED 130 Sq FT. y aaa BE NO CONFORM TOLTHE 2002 EDITION OF NTO FPPA PAMPHLET #13 ALL PIPE, FITTINGS AND HANGERS WILL MEET THE MINIMUM" REQUIREMENTS OF, AND BE INSTALLED IN ACCORDANCE WITH THE 2OC12 EDITION OF NFPA 11 ALL PIPE TO BE XL AND 5CH.7 BLK AND ALL FITTINGS TO BE CAST IRON OR MALLEABLE IRON. ANY WIRING AND ELECTRONIC MONITORING TO BE PROVIDED BY OTHERS. ALL PIPE LENGTHS SHOWN ARE CENTER TO CENTER LENGTHS. N T— M co , n Cl)4 m 0 M w LI, T d LO w fncn, n© w ~rn < i� Q Q 00 WIGINTON REVIEWS 1 J < INITIALS UATE STATUS JU+A' � D 0 �• SUBMITTAL FAB & INSTALL AS-BU I LTS FIRST FLOOD. PIPE SPRINKLED. PIPING PLAN HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY • . CP H OFFICE EXPANSION LOCATION SYMBOL QUANTITY K-FACTOR THREAD TEMP. MAKE &MODEL TYPE FINISH ESC. 0 06/13/0 •RELEASED FOR PERMIT DH 19intorl 155W FULTON STREET O.OFSPRINKLERS 0 28 6.6 i1550 TYCO TY-FRB SSP CH REC. FIRE PROTECTION SANFORD FL. 32771ill ENGINEERING, INC. DRAWN BY: D. HART DATE: 06/10/05 DENSITY O 30 6.6 ill2000 TYCO TY-FRB 5SU BRASS N/A 1/8" = 1'-0 Orlando, Florida Tam a, Florida ❑ West Palm Beach, Florida SPRKS. ON JOB: 118 SCALE: DESIGN AREA (407) 831-3414 (87623-2333 (561) 540-4420 _ GPM DISCHARGE Jacksonville, Florida Miami, Florida Melbourne, Florida APPROVALS: CITY OF SANFORD _- (904) 262-6107 (305) 888-2402 (321) 722-5585 CUSTOMER NAME: CPH RESIDUAL PSI AT Ft. Myers, Florida ❑ Daytona, Florida 58 THIS SHEET (941) 278-5955 (386) 257-4300 CONTRACT NO. SHEET N0. _ 1 OF 2 J I) o s e s s a s ,� ems- ��;�� { � r; a 'r 'c. `n '.: tip;, 4;r, k' ��.., Y