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HomeMy WebLinkAboutPP - 12839 37TH AVE S - MACLEOD RESIDENCE - PERMITS AND PLANS12839 37TH AVE S ASSOCIATED PERMITS 04-5-243 SPRINX FIRE PROTECTION, INC. PMB-42, 5114 PT. FOSDICK DR NW #E GIG HARBOR, WA 98335-1735 PROJECT INFORMATION Job MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Page 1 Date 12/09/04 Job: MACLEOD Occupancy Density Area of Operation Area per Sprinkler Number of Sprinklers Calculated: Authority having Jurisdiction_ _ System type_ Water Supply Sprinklers Wet 75.00 psi Reliable RESIDENTIAL/13D 0.05 gpm/sq.ft. 256 square feet 16'x16' Coverage 2 heads NFPA-13 Static, 50.00 psi Residual RFC43 7/16 K=4.3 @ 50.0 gpm Demand 24.66 psi 46.73 psi 67.38 psi Demand is CALCULATION SUMMARY @ 26.3 gpm @ B.O.R. @ 26.3 gpm @ Supply available @ 26.3 gpm below curve by 20.65 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems 2354 W Prospect, Chelan, WA 98816 (509) 682-7043 Water Availability Curve r r r r r r L 1 7 r T r 1 r r 1 O CO Z e6ed I I I 0� (o (C) -:r- 0 0 0 M (Isd) amssaJd N 0 0 in (n 0 r (0 N 0 System demand = 46.73 psi with 26.3 gpm flowing. E O. N Ol 0 1:7) 0 m .o �o o.(n �o 11 —o h _ II 2 o •0 (n II, • Page 3 SPRINX FIRE PROTECTION, INC. Description of Fitting abbreviations Code Description E Ninety degree elbow PT Plastic Tee PE Plastic 90 degree Elbow PTR Plastic Tee flow thru run BKF Backflow preventor MTR Meter Loss Description of Other abbreviations Code Description DR Drop BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length MACLEOD 12/09/04 4:03pm Page 4 SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.101 0.5 4.3 9.10 -0.50 0.0 150 32 1PE 2 BL1 1.101 11.5 DR1 0.00 0.00 0.0 150 32 3 BL1 1.101 1.0 DR1 0.00 0.00 0.0 150 32 1PE 4 BU1 1.101 25.5 BL1 0.00 2.00 0.0 150 32 2PTR,1PT,4PE 5 RI1 1.610 3.0 BU1 -5 0.00 3.00 0.0 120 32 1BKF,2E 6 UG1 1.329 150.0 RI1 0.00 7.00 0.0 150 32 3PE 7 UG1 0.995 10.0 -5 0.00 10.00 0.0 150 32 1MTR MACLEOD 12/09/04 4:03pm Page 5 Pipe Flow No (gpm) Drop 1 SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Dia Fitting (inch) and Dev Length Fr Loss Press (ft) (psi/ft) (psi) A 0.5 PT 7.0 PE 7.5 0.03054 PF PT 13.0=4.30(9.10)^.5 F 1 13.0 1.10 1PE T K -factor for drop 1 = 13.0/(9.11)^.5 = 4.31 at Hyd Ref Pts 2 3 Hyd Vel Ref (fps) 9.10 1 -0.22 0.23 9.11 2 4.37 Notes C = 150 (EL= -0.50 ft) Bi Jct MACLEOD 12/09/04 4:03pm Pipe Flow No (gpm) SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Dia Fitting (inch) and Dev Branchline No. 1 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 11.5 PT 9.11 2 0.0 PE 0.00 11.5 0.03067 PF 0.35 4.38 1.0 PT 9.47 3 7.0 PE 0.00 8.0 0.11253 PF 0.90 8.85 PT 10.37 4 13.0=4.31(9.11)^.5 F 2 13.0 1.10 T A 13.3=4.31(9.47)A.5 F 3 26.3 1.10 1PE T K -factor for branchline no. 1 = 26.3/(10.37)^.5 = 8.17 Page 6 Notes C = 150 DR1 DR1 Bulk Jct MACLEOD 12/09/04 4:03pm Page 7 SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 150 ___= A 25.5 PT 10.37 4 BL1 26.3=8.17(10.37)^.5 F 35.0 PE 0.87 (EL= 2.00 ft) 4 26.3 1.10 2PTR 1PT T 60.5 0.11292 PF 6.83 8.86 4PE PT 18.06 5 Top of Riser K -factor for Bulk = 26.3/(18.06)^.5 = 6.19 Riser C = 120 A 3.0 PT 18.06 5 Top of Riser F 8.0 PE 1.30 (EL= 3.00 ft) 5 26.3 1.61 1BKF 2E T 11.0 0.02681 PF 5.29 4.14 1BKF = 5.00# PT 24.66 6 B.O.R. Under ground C = 150 A 150.0 PT 24.66 6 B.O.R. F 24.0 PE 3.03 (EL= 7.00 ft) 6 26.3 1.33 3PE T 174.0 0.04516 PF 7.86 6.08 A 10.0 PT 35.55 7 F 0.0 PE 4.33 (EL= 10.00 ft) 7 26.3 1.00 1MTR T 10.0 0.18488 PF 6.85 10.85 1MTR = 5.00# PT 46.73 8 Supply Jct Available flow at 46.73 psi is .53.4 gpm which is 27.1 gpm from curve. Supply pressure available with 26.3 gpm flowing is 67.38 psi, thus system requirement is 20.65 psi below supply curve. (30.7%) MACLEOD 12/09/04 4:03pm Page 8 SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Node Detail Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Elevation (ft) Comments 1 13.0 9.10 Orif= 4.30 21.50 2 13.0 9.11 K= 4.31 DR1 22.00 3 13.3 9.47 K= 4.31 DR1 22.00 4 - 10.37 22.00 5 - 18.06 20.00 6 - 24.66 17.00 7 - 35.55 10.00 8 - 46.73 Supply 0.00 MACLEOD 12/09/04 4:03pm Page 9 SPRINX FIRE PROTECTION, INC. Sprinkler Systems Hydraulic Flow Calculations MACLEOD RESIDENCE 12839 - 37TH AVE S. TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes 0 Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm) (Psi/Ft) (Psi) (Fps) Beg End (Psi) (Psi) 1 1.10 0.5 7.5 -0.50 13.0 0.0305 0.23 4.4 1 2 9.10 9.11 Fit= 7.0 1PE 2 1.10 11.5 11.5 0.00 13.0 0.0307 0.35 4.4 2 3 9.11 9.47 3 1.10 1.0 8.0 0.00 26.3 0.1125 0.90 8.8 3 4 9.47 10.37 Fit= 7.0 1PE 4 1.10 25.5 60.5 2.00 26.3 0.1129 6.83 8.9 4 5 10.37 18.06 Fit= 35.0 2PTR 1PT 4PE 5 1.61 3.0 11.0 3.00 26.3 0.0268 5.29 4.1 5 6 18.06 24.66 Fit= 8.0 1BKF 2E 6 1.33 150.0 174.0 7.00 26.3 0.0452 7.86 6.1 6 7 24.66 35.55 Fit= 24.0 3PE 7 1.00 10.0 10.0 10.00 26.3 0.1849 6.85 10.9 7 8 35.55 46.73 Fit= 1MTR CE ;3 Without Comments 0 As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after il this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. 1 Final acceptance is p subject to field test and inspection by The Tukwila Fire,Prevention Bureau. Date: 12. 1`1 °--1 By: 12.. CIO I ri INSULATION OVER PIPING (TYPICAL) • PIPE HANGER /(CLOSE. TO TEE) ASTM F442 CPUC BRANCHUNE' CEILING FIRE SPRINKLER WOOD TRUSS SPRINKLER PIPING DETAIL INSULATION, R-38 batts HEADER, 4'x6' #2 doug fir ceiling load .only INSULATION, R-21 Batts XTERIOR WALL aming, 2'x6" #2 d.f. r SPF studs, 24' O.C. INTERIOR WALLS, "x4" spf studs 24"0.C.) HEATHING,7/16" OSB all 12. OC edges, " O.C. field INSULATION, R-10 rigid foam ti f m TRANSITION BETWEEN MATERIALS GROOVED COUPLING STEEL PIPE BLA2ELASTER 2000 CPVC. GROOVED COUPUNC ADAPTER STEEL PIPE 11111 BLAZELASTTER 2000 CPVC FEMALE ADAPTER ►�. b74 v414IIVA . I Y•AT•7.1raTA . . . I WAKMIiv _ SEc-Tko til t Li- - 0.1 G Rex,Jt 40 v-o"c1.61. SEDRoz) ).-O" cwt . 4-6 9 C0-0--7r" 11-5 5 –O Oto g'-O'Ct�-T , 10-0 -PIPE@ s— t•I1-.50. rMRt5E121n 1.042. 1 BAT++ Ti t-+�1R•. 10-0 —4-41 TUKWILA FIRE DEPARTMENT. Please call: 575.4407 and give this job No. 011-1-- 2.93 and exact address for shut' down or restoration aoprovaR, Foos; isUP.. K-1Tct-iE.N1, ?s -o" I;ac.LC. i = = I/4 u= 6' I2t)VAC ALARM BELL 3y2„ CONNECT BELL TO WATER FLOW SWITCH ( BY OTHERS ) llVx-4 NIPPLE CLO BRASS NIPPLE 1-1/2' CENTRAL RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 19'x39'x8' FIRE RISER CABINET llf'x CLO BRASS NIPPLE lir 90 ELL BRASS tlf'x-4'BRASS NIPPLE GARAGE 1 1/2' FEBCO 850U DOUBLE CHECK ASSEMBLY INSIDE INSTALLATION }; APPROVED VERTICAL RESRI-VERT.DWG SUPPLY --- TYPICAL RISER DETAIL SPRINKLERS • SYM CNT NAME MOD. TEMP ORF NPT K= FINISH 1 1/2" HOUR 1 CONCEALED PEND Reu,kgt.e Rt:c-45 165' 7/16 112 4.3 FLAT WHITE 00 2. oRY 51DekiA.L.1, OSS - I (550 • 1 g.to 0-4tz©r4e ri. I HANGER LEGEND STANDARD SYMBOLS c 0. 0 0 0 0 0. 0 TOTAL SPRINKL RS THIS PROJECT. 1 " x 1/2" REDUCING TEE OR ELBOW T 111 (66.7mm] DIA. HOLE IN CEILING CEILING i" [12.7mm] MAX. T COVER ADJUSTMENT COVER PLATE ASSEMBLY SPRINKLER 2" (50.Bmm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/16" j [4.8mm] COVER PLATE: 1/2" (12,7mm] ADJUSTMENT Notes: 1) System Type: Wet 2) All material shall be new and U.L. listed or F.M. • approved 3) Fire sprinkler system to be installed, braced and tested in accordance with N.F.P.A. 13 4) In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout the wet pipe sprinkler system areas and in enclosures for valves controling water supplies to sprinkler systems 5 Pipe and fittings to be CPVC BLAZEMASTER" 6 Hangers to be TOLCO X22 or #23 7) Hangers spacing: Maximum distance between hangers for CPVC. pipe 3/4" 1" 1 1/4" 1 1/2" 2" 5-6" 6,-0„ 6'-6,. 7'-O" 81-0" 8) Locate a hanger within -6" of each sprinkler heed 9) Sprinkler; system designed per N.F.P.A. 13D. Note: Minimum Cure Prior To Pressure Ambient Temperature During Cure Pipe Size i 160 TO 120 Deg. F 40 TO 59 Deg. F 0 TO 39 Deg. F 3/4" 1 HOUR 4 HOURS 48 HOURS 1" 1 1/2" HOUR 4 HOURS 48 HOURS 1 1/4" & 1 1/2" 3 HOURS 32 HOURS 10 DAYS 2" 8 HOURS 48 HOURS • 2 1/2" & 3" 24 HOURS 96 HOURS • resting • Solvent Cement con be applied at a temperature below 40 deg. F for 2" and forger, however the the temperature of the system must be raised to 40 deg. F or higher and allowed to cure per the oboved recommendotions prior to pressure testing. When bringing cement, pipe or fittings in from the outside, be certain they ere brought up 10 roam temperature before using the 10 to 120 deg. F curs schedule. HANGER APPLICATION 0 111111111 CPVC PIPE RESTRAINER APPLICATION HEX HEAD SELF TAPPING SCREW SINGLE FASTENER CPVC PIPE STRAP CPVC PIPE STRAP CPVC PIPE HEX HEAD SELF TAPPING SCREW .i...n DOUBLE FASTENER CPVC PIPE STRAP CM CM CD ASPHALT PAVEMENT r ') Existing house I "re tN/I, power water sewer to garage ;EXISTING pq'arer •;crater: •. gs.ewe:r /.1.-r S. \/C tN4 cry MAP rt,T,S. w--1. 111The FIE PROTECTION SPRINKLER SYSTEM DESIGN PMB-42 5114 Pt. Fosdick Dr. NW #E Gig Harbor, WA. 98335-1735 Phone 253.853.7780 Fax 253.853.5890 Paget of 1 k fl 2 ..)--/ Pc; gTs . 6,a ,„..9. z -, i r @n..4c iH 41H a SPR1N AFire Fire Protection Sprinlder Corporatron ConLLic. # SPRINFPOIILS Date- 12-1- a. Lazzanyzifilli >• ca REVISIONS DESCRIPTION A SP_e3Larrcf1--t _ II JCS PHONE j '5O1 - - - - ri. I HANGER LEGEND STANDARD SYMBOLS c 0. 0 0 0 0 0. 0 Pipe Drop Pipe Rise Pipe End Cap 2—WAY EARTHQUAKE BRACE 4—WAY EARTHQUAKE BRACE PIPE HANGER 'FIRE DEPARTMENT CONNECTION + i' (f I '--7+ /"v' #1. - SIDE BEAM BRACKET, ROD & RING #2. - C -CLAMP, ROD & RING #3. - SAMMY SCREW, ROD AND RING #4. - KWIK BOLT, ROD & RING #5. - TJI HANGER, ROD & RING #6. - U -HOOK #7. - COACH SCREW ROD & RING #8.. - CEILING FLANGE, ROD & RING all INF _ - .. . MI N -- OM lin - SCALE: 411t = I -Cy' JOB DJ 4ACLE , 12t 1 1.----, NAME: