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Home My WebLink AboutFire Sprinkler Site PlanFire Sprinkler Site Plan 1 P 1 Q ?,0 40 SCALE 1"=40' Note: This site plan is for hydraulic reference only. Coleman Fire Protection is under contract to begin installation 1'-0 above finished floor inside the building. All dedicated fire mains will be permitted and installed by a licensed site utility contractor. n e C—� SITE UTILITY PLAN - FIRE PROTECTION WATER SUPPLY DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION BY -,, �� ; � � ,�� u,� � .: �, . FIRE '.3_ � � a .: � �.>w�. 1 _= PROJECT NAME FLOW TEST I I FIRE PUMP SYSTEM NO. LOCATION SYMBOLS S.I.N. QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. 0 6-10-21 APPROVALS CSS V_F, RAC, K 13t�A �' GIGO UP PASS' 2 T 32e� INDUSTRIAL 29, H STREET FT. PIERCE, FL 34946 � DAy/IC Q/, CI EATnNi Ef�IrIt\IEERI� �Il..`. r. 101 � U N NYTOWN ROAD, �U ITE 109 CASSELBERRY, FLORIDA 32707 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTORIZATION #8689 DATE OF TEST: 3-10-21 RATED CAPACITY: HAZARD NO. OF SPRINKLERS 1 7-28-21 REVISION #1 - STORAGE AREA PROTECTION CSS TIME OF TEST: 3:00 PM RATED PRESSURE: SPACING DENSITY STATIC PRESSURE: 70 PUMP TYPE: K FACTOR DESIGN AREA 2907 Dusa Drive Melbourne, Florida 32934 Ph 321-914-0861 colemanfire@cfl.rr.com DRAWN BY: Chad Sheffield DATE: June 20, 2021 RESIDUAL PRESSURE: 60 WELL PUMP INSIDE HOSE GPM DISCHARGE SPRKS. ON JOB: 951 SCALE: As Noted GALLONS FLOWING: 1130 GPM AVAILABLE: OUTSIDE HOSE RESIDUAL PSI AT APPROVALS: TESTED BY: FT. PIERCE UTILITIES PSI AVAILABLE: RACK GPM CONTRACT NO. SHEET NO. 1 OF 4 HANGER LOCATION DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 1%" MAX. 12'-0" MAX. 3" MIN. 1 �6 -8" :4'-0" 5'-0" MAX. 15'-0" MAX. 3" MIN. A B* C SPRINKLER HEAD STEEL PIPE LHANGER RING * MAXIMUM HANGER SPACING FOR STEEL PIPE WATER SUPPLY SELF -DRILLING, SELF - TAPPING METAL ANCuno EQUAL TO "SAMMY" SWDR V W/ RET. NU - FLOW TEST FIRE PUMP _ I ,HTI �s U-21 RATED CAPACITY: TIME OF TEST: 3!nn PM I RATED PRESSURE: STATIC PRESSURE: 70 PUMP TYPE: RESIDUAL PRESSURE: 60 WELL PUMP GALLONS FLOWING: 1130 GPM AVAILABLE: TESTED BY: FT. PIERCE UTILITIES PSI AVAILABLE: HANG STRUCTURAL FRAMING rR Hanger Detail No Scale TYPE #1 BAR JOIST T.B.C. ZINC ATR ® HANGER RING Ranger Detail No Scale DESIGN CRITERIA I HYDRAULICALLY DESIGNED SYSTEM SYSTEM NO. I t I LOCATION I I HAZARD l NO. OF SPRINKLERS SPACING II DENSITY K FACTOR I DESIGN AREA INSIDE HOSE GPM DISCHARGE OUTSIDE HOSE RESIDUAL PSI AT RACK GPM SYSTEM �1 —I 46,300 SQ. FT. System #1 Fire Sprinkler Piping Plan 11Q y 1f TMm"""'I SCALE 3/32"=1'-0" 4" SHORT RADIUS 90' -1-11m -14 -H M 6" 24v ELECT. BELL o0 4" TO OVERHANG (2) 12 HD CABINETS o & WRENCH N "j W INei �m HYDRAULIC PLACARD TO EXIST. RISERS i N 6" x 4" RED. COUP. (TYPICAL) N .1 N .1 N m N m 2" TEST n DRAIN WITH S.OK ORIFICE ' AGF MODEL 1000 Co Co WATERFLOW SWITCH N N 6" B.F. VA. w/ T.S. 1'-OYA V-6 V-6 R1 i _jv_ 2" MAIN DRAIN Riser Detail TYPES OF SPRINKLERS I NO. I DATE VISION DESC RIPTION TI ON BY SYMBOI S I S.I.N. I01jAN 1 nPIP" i TPAAP I AAAVC 9. Wnnci I _r nr I I _ __ - _..... ._..,.. .,.,,.� ,�. , , APPROVALS t;SS 0 R3622 240 8.OK 155' REL F1FR LO SSU BRASS N/A 1 7-28-21 REVISION Al -STORAGE AREA PROTECTION CSS 1 R29211 105 1 11.2K 286- I REL GXLO i UPR I BRASS I N/A I I I I 345 ITOTALIHEADSI THIS I SHEET FIN. FLR. No Scale DAVIS & CLEATON ENGINEERING 1 r. 101 SUNNYTOWN ROAD, SUITE 0 CASSELRERRY, FLORIDA 32707 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTORIZATION #8689 HYDRAULIC -SYSTEM This system as shown on FIRE PROTECTION PLAN company print no. =dated 07/28/2021 for MAVERICKS BOATS - PHASE 2 (STORAGE AREA) - D/A #3 at LFT. PIERCE, FLORIDA contract no. is designed to discharge at a rate of 37 gpm (1/min.) per sq ft (m2) of floor area over a maximum area of 2000 sq ft (m2) when supplied with water at the rate of 1056,97 gpm (L/min) at 36.71 psi (bars) at the city connection Hose stream allowance of 500 gpm (L/min) is included in the above. Occupancy classification STORAGE Commodity classification CLASS I -III Maximum storage height 204 Installed by F COLEMAN FIRE PROTECTION, INC. FIRE PROTECTION NOTES: A. WAREHOUSE (STORAGE AREA) - WET PIPE SYSTEM THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA 13, 2016 EDITION AND THE LOCAL AUTHORITY. THE SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED TO PROVIDE .20 GPM/SQ FT THROUGHOUT THE WAREHOUSE. THE OVERHEAD PROTECTION IN THIS AREA IS DESIGNED TO PROTECT GROUP A PLASTICS (CARTONED) FOR SOLID -PILED, PALLETIZED, BIN BOX, SHELF, SINGLE & DOUBLE ROW RACKS, AND BACK TO BACK SHELF STORAGE TO A MAXIMUM OF 5'-0 IN HEIGHT. PROVIDE .37 GPM/SQ FT THROUGHOUT THE STORAGE AREA FOR SOLID -PILED, PALLETIZED, BIN BOX, SHELF, SINGLE & DOUBLE ROW RACKS, AND BACK TO BACK SHELF STORAGE TO A MAXIMUM OF 20'-0 IN HEIGHT. STORAGE TO BE NON-ECAPSULATED. B. WAREHOUSE - WET PIPE SYSTEM THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA 13, 2016 EDITION AND THE LOCAL AUTHORITY. THE SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED TO PROVIDE .20 GPM/SQ FT THROUGHOUT THE WAREHOUSE FOR AN ORDINARY GR. II OCCUPANCY. C. STORAGE, MECHANICAL AND ELECTRICAL ROOMS - WET PIPE SYSTEM OF STANDARD SPRAY FIRE SPRINKLERS HYDRAULICALLY DEISGNED TO PROVIDE .15 GPM/SQ. FT./1500 SQ. FT. TO BE INSTALLED THROUGHOUT. ALL SPRINKLER HEAD SPACING AND LOCATIONS TO BE IN ACCORDANCE WITH NFPA 13, 2016 EDITION FOR AN ORDINARY HAZARD GROUP I OCCUPANCY. 2. ALL 1" THROUGH 1%" DIAMETER PIPE TO BE SCH. 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 10 BLACK STEEL PER ASTM A-135/A-795 AND SHALL BE JOINED BY MECHANICAL COUPLINGS. 3. ALL MATERIAL AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA STANDARDS 13 & 24, 2016 EDITIONS AND THE LOCAL AUTHORITY. 4. PROVIDE HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 5. SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES TO BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR AND CONNECTED TO THE ALARM BY THE ELECTRICAL CONTRACTOR. ALL SPRINKLER SYSTEM CONTROL VALVES AND WATERFLOW DETECTION DEVICES SHALL BE MONITORED IN ACCORDANCE WITH NFPA 72. 6. FLUSH AND HYDROSTATICALLY TEST SYSTEM IN ACCORDANCE WITH NFPA STANDARDS 13 & 24. 7. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS, AND PARTITIONS TO RE-ESTABLISH IT'S FIRE RATING. SEE THE ARCHITECTUAL DRAWINGS FOR FIRE RATINGS. 8. SPRINKLER SYSTEM INSTALLATION MUST BE PERFORMED BY A CLASS 1 OR CLASS 2 FIRE PROTECTION CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. 9. ALL MATERIAL AND DEVICES TO BE U.L. LISTED FOR FIRE PROTECTION SERVICE. 10. PROVIDE AUX. DRAINS AS NECESSARY TO COMPLY WITH NFPA 13. 2907 Dusa Drive Melbourne, Florida 32934 Ph 321-914-0861 colemanfire@cfl.rr.com OVERHEAD PIPING PLAN - FIRE PROTECTION PROJECT NAME 1�YIA VERICK BOA T GR0 UP 3207 INDUSTRIAL 29TH STREET FT. PIERCE, FL 34946 DRAWN BY: Chad Sheffield DATE: June 10, 2021 SPRKS. ON JOB: 951 SCALE: As Noted APPROVALS: CONTRACT NO. SHEET N0. 2 OF 4 HANGER LOCATION DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 1%" 4'-0" MAX. 12'-0" MAX. 3" MIN. 1%"-8" 5'-0" MAX. 15'-0" MAX. — 3" MIN. A B* SPRINKLER HEAD STEEL PIPE HANGER RING * MAXIMUM HANGER SPACING FOR STEEL PIPE SELF -DRILLING, SELF - TAPPING METAL ANC"^" EQUAL TO "SAMMY" SWDR 1" W/ RET. NU HANC STRUCTURAL FRAMING TR Hanger Detail No Scale TYPE #1 BAR JOIST T.B.C. u ZINC ATR OHANGER RING Hanger Detail No Scale Q? N Building Section No Scale f c System #2 Fire Sprinkler Piping Plan 10y Y SCALE 3/32"=1'-0" WATER SUPPLY DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM LOCATION TYPES OF SPRINKLERS FLOW TEST IFIRE PUMP SYSTEM NO. SYMBOLS S.I,N_ CJl1ANa ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. DATE OF TEST: 3-10-21 RATED CAPACITY: HAZARD NO. OF SPRINKLERS Q R3622 266 8.OK 155° REL F1FR LO SSU BRASS N/A TIME OF TEST: 3:00 PM RATED PRESSURE: SPACING DENSITY , R1237 1 8.OK 200' REL G HSW BRASS HD. GRID. STATIC PRESSURE: 70 PUMP TYPE: K FACTOR DESIGN AREA ® R3612 32 8.OK 286' REL F1FR LO SSP WHITE 2 PC. DEEP RESIDUAL PRESSURE: 60 WELL PUMP INSIDE HOSE GPM DISCHARGE GALLONS FLOWING: 1130 GPM AVAILABLE: OUTSIDE HOSE RESIDUAL PSI AT TESTED BY: FORT PIERCE PSI AVAILABLE: RACK GPM 299 TOTAL HEADS THIS SHEET NO. DATE ! REVISION DESCRIPTION O ,5-20-21, APPROVALS BY CUSS DAVIS & CLEATON ENGINEERIN/. 101 SUNNYTOWN ROAD, SUITE CASSELBERRY, FLORIDA 32707 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTORIZATION #8689 vVLRnL;,v F VlNV rLJAI'V — rIRL rRv!L%,IIVIV PROJECT NAME AfA VERICK BOAT CR0 UP 3207 INDUSTRIAL 29TH STREET FT. PIERCE, FL 34946 DRAWN BY: Chad Sheffield DATE: June 10, 2021 SPRKS. ON JOB: 951 SCALE: As Noted APPROVALS: CONTRACT NO. SHEET N0. 3 OF 4 HYDRAULIC -SYSTEM This system as shown on FIRE PROTECTION PLAN company print no. =dated 06/09/2021 for MAVERICKS BOATS - PHASE 2 (WAREHOUSE) at I r I. PIERCE, FLORIDA I contract no. �_ is designed to discharge at a rate of .20 gpm (1/min.) per sq ft (m2) of floor area over a maximum area of 1500 sq ft (m2) when supplied with water at the rate of 318.72 gpm (L/min) at 46,70 psi (bars) at the city connection Hose stream allowance of 250 gpm (L/min) is included in the above. Occupancy classification —ORDINARY GR. II Commodity classification N/A Maximum storage height NONE Installed by I COLEMAN FIRE PROTECTION, INC. HYDRAULIC -SYSTEM This system as shown on FIRE PROTECTION PLAN company print no. =dated 06/09/2021 for MAVERICKS BOATS - PHASE 2 (GEL BOOTH) - D/A #2 at I F I, PIERCE, FLORIDA ( contract no. is designed to discharge at a rate of 1 .20 gpm (1/min.) per sq ft (m2) of floor area over a maximum area of 1500sq ft (m2) when supplied with water at the rate of 342,43 gpm (L/min) at 1 32.24 psi (bars) at the city connection Hose stream allowance of 250 gpm (L/min) is included in the above. Occupancy classification —ORDINARY GR, II Commodity classification N/A Maximum storage height NONE Installed by COLEMAN FIRE PROTECTION, INC. TO GEL BOOTH ELEV. 5'-0 M" B.F. VA. w/ T.S. o 1Ya" MAIN DRAIN TO OVERHEAD SYSTEM 0 o o= �00 cV Y J co L 1" GLOBE VA. " 1 " GLOBE VA. V-6 BLK SCH 10 R7 FIN. FLR. Gel Booth 1 Riser Detail No Scale System #3 Fire Sprinkler Piping Plan �ioy g 7 SCALE 3/32"= V-0" TO GEL BOOTH ELEV. 5-0 M" B.F. VA. w/ T.S. o 19" MAIN DRAIN TO OVERHEAD SYSTEM 11W 0'-4 MIN 1" GLOBE VA. ,121 1" GLOBE VA. V-6 BLK SCH 10 R10 FIN. FLR. Gel Booth 2 & 3 Riser Detail a`vi No Scale HANGER LOCATION DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 1 X" 4'-0" MAX. 12'-0" MAX. 3" MIN. 5'-0" MAX. 15'-0" MAX. 3" MIN. A B* SPRINKLER HEAD C STEEL PIPE 1 LHANGER RING * MAXIMUM HANGER SPACING FOR STEEL PIPE TYPE #1 BAR JOIST T.B.C. ZINC ATR 0 HANGER RING Hanger Detail SELF -DRILLING, SELF - TAPPING METAL ANCHOR EQUAL TO "SAMMY" SWDR 1" W/ RET. NUT HANGER RING No Scale STRUCTURAL FRAMING ZINC ATR Hanger Detail No Scale ^%/r0Ur'AM PIPING DI AAI rlLlr 00nTE11TIrNkI V V LRrlLML/ r If 1`IV 11 6M1`I — 1 IR(_ I I\V I Lt.I IV1`I