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Home My WebLink AboutAPPROVED FP1 210427 CALC AREA — 1 13 " '_-_0 SYSTEM 2 M BATH 1 "� DINING co PORCH r + This Building is Protected 9_D ,_42 CAsQfBANA�RESTRM BOR U1 by a Hydraulically Designed ® 2_ ® El _ EC 1 ARE RISER 4 Automatic Sprinkler System 6,_6„� N ® :::)1 r ® ° ° M 13 I Date Installed ELEV 10 1 13 ELEV. s'2 ' ELEV. 4.3 PSI LOSS THRU METER Location LEVEL THREE °' ' Cl IXISTING HYDRANT $ U2 U3� �� 8 U5 MASTER SUITE 9'->>�" s' 3" s'-51 1 I�_ GREAT ROOM 5_ zo , 3s 8 No. of Sprinklers 2 z 3- 1H ® ® 2 FLEX SPACE , N DIN �,o 0, ATERSONG WAY Basis of Design 10 a FP1 CN O M t. Density .05 ® —4°° FH-1545 IXISTING HYDRANT '-6" ❑ ^M sRc 2. Designed Area of Discharge (2) HEAD CALC " _ _ ® °- ® BATH 2 9 5 �-2 ' System Design �5'-1" 1 LAUND ®^ 1 1 �' sgft E3 - 0 LVL 2 M W.I.C. pl do air , I i -4Y ® ® ® 1 1 1-4'-10Z.. 1. Water Flow Rate 26.3 M -' ® -5 -s 2T 4-' -° ® aosEr GARAGE 3 - �' 02 P1"X11-5 FROM LVL I ®CLOSET 2. Residual Pressure at Base 0 .1 41.2 93 ;® FELVL 1 O TOR of Riser ® 8-0 1-2 UPl"Xll- BKD BOR 2� ® ® ® ® 5'-11"� BKS U1 0 13 Installed B 5._3.. • •• - _, •• _ ® 21_1 " FOYER LIBERTY FIRE PROTECTION, INC. 13T FIRE RISER 16" TEL. — 843-552-1301 10 � EXERCISE � OFFICE �' KITCHEN SITE PLAN 1 " = 4 0' - 0" STATE ROAD A-1-A ® ® ® ® BEDRM 2 FP 1 ENTRY FP1 +22'-0"THIRD FLOOR LEVEL +10'-8" SECOND FLOOR LEVEL -2'-0" GARAGE FLOOR CPVC HANGER SPACING CHART +32'-0"TRUSS BEARING +20'-4" CEILING HEIGHT (9'-8"AFF) +0'-0" LVL 1 FLOOR LEVEL GALVANIZED CPVC +31-11 CEILING HEIGHT (9'-11 AFF) TOR 1 � 1 1 " +9-0 CEILING HEIGHT LEVEL THREE LEVEL TWO LEVEL ONE 1 1/2" RISER ELECTRIC BELL A» B, (OUTSIDE) BRACE SUPPORT BRACE SUPPORT 1�" RISER ASSEMBLY: TYCO DN40 FINISHED CEILING LINE MALE THREAD X FEMALE THREAD 2T +32' JOIST BEARING 1/4"GAGE, 1/2" ORIFICE 1" , TEST & DRAIN FUNCTIONS. '® * SPARE HEAD BOX MAXIMUM SUPPORT SPACING DISTANCE +9-11 C.H. 1H 0 1 1/2" BALL VALVE LOCKED OPEN— o END LINE SPRINKLER HEAD DROP ELBOW —"A" PIPE SIZE MAX. SUPPORT SPACING—LESS THAN 100 si 1 1 2 BFS KD � 1 1/2" BACKFLOW PREVENTER AMES 2000B 1-1 4 UP1" T LVL 3 1-1 2 2 24 1 1/2" BALL VALVE LOCKED OPEN— 0 2 24 EXERCISE x1 1-5 5GPM ADDED TO SPRINKLER SYSTEM DEMAND 2-1 2 24 3 24 MAXIMUM SUPPORT SPACING DISTANCE +22' LVL 3 INLINE SPRINKLER HEAD DROP TEE —"B" / 1" UNDG. SUPPLY FROM METER PIPE SIZE MAX. SUPPORT SPACING—LESS THAN 100 si U1 1 5 —0 +9-8 C.H. 1-1 4 6 —0 1 RISER DETAIL 1—1 2 7 —0 2 7 —0 FP1 2-12 7 -o 31, 17 —0 MAXIMUM SUPPORT SPACING DISTANCE SCOPE OF WORK: KITCHEN INSTALLATION OF NEW AUTOMATIC FIRE SPRINKLER SYSTEM FOR SINGLE/DUAL FAMILY RESIDENCE. UP1"X12-0 0 LVL 2 PIPE SIZE MAX. SUPPORT SPACING—LESS THAN 100 sl PROJECT To BE DESIGNED, HYDRAULICALLY CALCULATED AND INSTALLED IN ACCORDANCE WITH NFPA 101, NFPA 13D, 2016 EDITION, NFPA 24, 2010 EDITION, FLORIDA BUILDING CODE, AND THE AUTHORITY HAVING JURISDICTION. HYDRAULIC DESIGN CRITERIA: +10'8" LVL 2 1 6 —0 RESIDENTIAL: .05/HYDRAUUCALLY REMOTE COMPARTMENT UP TO 2 SPRINKLERS. OGPM HOSE ALLOWANCE 1-1 4 6 —6 AREA WITH MULTIPLE SPRINKLERS: 16' SPACING UP To A MAXIMUM OF 256sf. PER SPRINKLER w/A MAXIMUM DISTANCE OF 8'-0" FROM WALL AND MINIMUM DISTANCE BETWEEN SPRINKLER OF 8'-0" TOR 1-1 2 7 —0 AREA WITH ONLY ONE SPRINKLER: 20' SPACING UP TO A MAXIMUM OF 400sf. PER SPRINKLER w/A MAXIMUM DISTANCE of 10'-0" FROM WALL AND MINIMUM DISTANCE BETWEEN SPRINKLER OF 8'-0" 011 8 —0 NFPA13D STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEM IN ONE AND TWO FAMILY DWELLINGS AND MANUFACTURED HOMES, 2010 EDITION +9-0 C.H. HD IN FLEX SPACE 2-1 2 9 —0 6.3*(5) - WARNING SIGN. A SIGN SHALL BE AFFIXED ADJACENT TO THE MAIN SHUTOFF VALVE THAT STATES IN MINIMUM 1/4" LETTERS, I I 3 10 —0 "WARNING. THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO I I * INFORMATION PER FIGHT A ARE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO THE I I FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEM AND AUTOMATIC SHUTOFF VALVES SHALL NOT BE I I NFPA #13 ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOT REMOVE I I TABLE 9.2.2.1 THIS SIGN" I ENTRY GARAGE 7.1.2 - THE SPRINKLER SYSTEM PIPING SHALL NOT HAVE A SEPARATE CONTROL VALVE UNLESS SUPERVISED BY ONE OF THE I I FOLLOWING METHODS: I I ((1 CENTRAL STATION, PROPRIETARY, OR REMOTE STATION ALARM SERVICE BKD I I +O'O" LVL 1 (2 LOCAL ALARM SERVICE THAT CAUSES THE SOUNDING OF AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION BKS HANGER #22 3 VALVES THAT ARE LOCKED OPEN BOR —24" GARAGE FL ALL MATERIALS AND WORK SHALL COMPLY WITH NFPA 13, 13D, 24 AND LOCAL AUTHORITIES. 6.8.2 SPRINKLERS NOT REQUIRED IN BATHROOMS THAT DO NOT EXCEED 55ft #8 x 1 WOOD SCREW 6.8.3 SPRINKLERS NOT REQUIRED IN CLOSETS/PANTRIES THAT Do NOT EXCEED 25ft 6.8.4 SPRINKLERS NOT REQUIRED IN GARAGES, OUTSIDE PORCHES. 1 HOLE STRAP 6.8.6 SPRINKLERS NOT REQUIRED IN CLOSETS ON EXTERIOR BALCONIES (SIZES VARY) A.11.2.1 FIRE DEPARTMENT CONNECTION NOT REQUIRED FOR ONE AND TWO FAMILY DWELLINGS. U1 CPVC PIPE SEE CPVC HANGER SPACING CHART (THIS SHEET) . SPACING PER NFPA 13. SECTION INSTALLATION: 2 LWOOD TRUSS ALL HANGING METHODS TO CONFORM TO 2016 NFPA 13D STANDARDS. A SPARE HEAD BOX WITH 3 SPRINKLERS TO BE INSTALLED AT SPRINKLER RISER WITH AN ASSORTMENT OF SPRINKLER USED FOR �Pi THIS PROJECT. ALL PIPE PENETRATING ARE RATED WALLS TO BE FIRE CAULKED IN ACCORDANCE WITH THE MANUFACTURERS REQUIRED HANGER #2 4 MATERIALS AND METHODS. MATERIAL: NEW PIPING AND FITTINGS SHALL BE UL LISTED AND APPROVED (2) #8 x 1 ALL PIPE WITHIN RESIDENTIAL AREAS SHALL BE CPVC w/ CPVC FITTINGS WOOD SCREWS ALL PIPE & FITTINGS EXPOSED TO EXTERIOR SHALL BE GALVANIZED SHORT CLIP ALL UNDERGROUND PIPE INSTALLED BY ARE PROTECTION CONTRACTOR IS CPVC w/ CPVC FITTING (REFER TO PLAN FOR (SIZES VARY) CONTRACT START POINT) P.E. SEAL NOT REQUIRED FOR PROJECTS INVOLVING 49 SPRINKLERS OR LESS. CPVC PIPE FIRE PROTECTION CONTRACTOR CONTRACT EXCLUSIONS: Sprinkler Head Schedule JA ALL WIRING OF FIRE SPRINKLER DEVICES TO BE WIRED BY OTHERS wooDTRuss B ANY FENCING OR BALIARD PRODUCTS C CONCRETE PADS OR DRYWALL PATCHING OF ANY KIND Symbol Count Thread K—Factor Description D MONITORING OF SYSTEM **Q 1 1/2" 4.9 RA0616 7/16 FIR 212" SSP w/ 165 WHITE CONCEALED COVER PLATE 22 1/2" 4.9 RA0616 7/16 FIR 165" SSP w/ 135 WHITE CONCEALED COVER PLATE 23 = Total Number of Heads This Floor REVISIONS AREA OVERHEAD SYSTEM AREA DATE DESCRIPTION BY OCCUPANCY RESIDENTIAL 13D CALCULATION SUMMARY LEVEL THREE- AREA #1 SYSTEM TYPE WET SPRINKLER DEMAND AT BASE OF RISER GPM PSI 41.2 PSI Q 26.3 GPM CA R U S O RESIDENCE SYSTEM DEMAND .05/HYDRAULIC AREA NUMBER OF SPRINKLERS CALCULATED 2 TOTAL ADDED HOSE 0 HOSE ALLOWANCE GPM INSIDE OUTSIDE 0 PERMIT T TOTAL DEMAND AT SOURCE GPM PSI 29.14 PSI ® 26.3 GPM FI. State Lic. # 74160200012006 4805 WATERSONG WAY CONTRACT NO. PSI SAFETY FACTOR (PSI) 29.84 434 North 7th St. - Ft. Pierce, FI. 34950 WATER FLOW TEST EQUIPMENT SERVICES APPROVAL of East Coast, Inc. ST. L U C I E COUNTY FL DRAWN BY HNE STATIC PRESSURE. 80 PSI RESIDUAL PRESSURE: 58 PSI GPM FLOW. 1060 PH. (772) 461.6845 FAX (772) 468.0204 SCALE 1/8" DATE OF TEST: 01 21 2021 DATE 02 23 2021 TEST CONDUCTED BY. FORT PIERCE UTILITIES REVISED REVDATE F P 1 of 1 PLOTTED PDATE