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Home My WebLink AboutPP - 13445 48TH PL S - OAK TREE HOMES - PERMITS AND PLANS13445 48TH PL S ASSOCIATED PERMITS 93-5-141 Sheet of Pacific Fire Protection, Inc. Date 06/11/93 Job: J0HN1154 PROJECT INFORMATION Job_ OAK TREE HOMES HOUSE #1154 13445 48TH PL S. TUKWILA, WA Occupancy ...,&I FEL 13P_ Area per Sprinkler 16'x 16' Room Maximum Number of Sprinklers Calculated: 2 heads Authority having Jurisdiction_ _ NFPA-13 D System type_ _ Wet Water Supply _ 100.00 psi Static, 20.00 psi Residual 0 840.0 gpm Sprinklers _ _ 7/16 inch orifice Demand Notes: CALCULATION SUMMARY 73.13 psi 0 28.8 gpm @ Supply 99.84 psi available 0 28.8 gpm Demand is below curve by 26.71 psi Sheet OAK TREE HOMES HOUSE #1154 13445 48TH PL S. TUKWILA, WA *: Static = 100.00 psi Residual = 20.00 psi at a flow of 840.0 gpm D: System demand = 73.13 psi with 28.8 gpm flowing. *: Pressure available = 99.84 psi when 28.8 gpm is flowing. Demand is below curve by 26.71 psi. (26.8%) for Remote Area 1 PSI Multiply pressure scale by 10 N1.85 Graph 10 +--+---+ + + + 9 8 D 7+ 6+ 5 4 3 2 1 + + + 0++---+---+ + + + + + + + 1 2 3 4 5 6 7 8 9 10 GPM Multiply flow scale by 100 Sheet Pacific Fire Protection, Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow PT Plastic Tee PE Plastic 90 degree Elbow BKF Backflow preventor MTR Meter Loss Description of Other abbreviations Code Description AO Arm -over DR Drop PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length JOHN1154 06/11/93 9:54am No. Code 1 DR1 2 A01 3 A02 4 BU1 5 BU1 6 BU1 7 RI1 8 UG1 Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1154 13445 48TH PL S. TUKWILA, WA Raw data previous to any calculations Sheet Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings O .884 0.5 4.3 0.884 6.0 DR1 O .884 0.5 DR1 0.884 20.3 A01 O .884 9.0 0.884 8.5 1.049 8.5 BU1 1.109 75.0 RI1 10.60 -0.50 0.00 0.00 O .00 0.00 A02 0.00 0.00 O .00 9.00 0.00 0.00 -5 0.00 8.50 -5 0.00 0.00 O .0 150 32 1PE 0.0 150 32 1PE,1PT 0.0 150 32 1PT 0.0 150 32 2PE O .0 150 32 1PE 0.0 150 32 1PE O .0 120 32 2E ,1BKF ,1T 0.0 150 32 2PE,1MTR,1T J0HN1154 06/11/93 9:54am Sheet Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1154 13445 48TH PL 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 Drop 1 C = 150 14.0=4.30(10.60)-.5 F 7.0 PE -0.22 (EL= -0.50 f t ) 1 14.0 0.88 1PE T 7.5 0.10244 PF 0.77 7.32 PT 11.15 2 B1 Jct A 0.5 PT 10.60 1 K -factor for drop 1 = 14.0/(11.15).5 = 4.19 at Hyd Ref Pts 2 3 Arm -over 1 C = 150 A 6.0 PT 11.15 2 DR1 14.0=4.19(11.15)-.5 F 10.0 PE 0.00 2 14.0 0.88 1PE 1PT T 16.0 0.10244 PF 1.64 7.32 PT 12.79 4 Bi Jct K -factor for arm -over 1 = 14.0/(12.79)-.5 = 3.91 Arm -over 2 C = 150 A 0.5 PT 11.15 3 DR1 14.0=4.19(11.15)-.5 F 3.0 PE 0.00 3 14.0 0.88 1PT T 3.5 0.10244 PF 0.36 7.32 PT 11.51 4 61 Jct K -factor for arm -over 2 = 14.0/(11.51)-.5 = 4.13 J0HN1154 06/11/93 9:54am Sheet Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1154 13445 48TH PL 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 K=8.04=3.91+4.13 A 20.3 PT 12.79 4 A01 + A02 28.8=8.04(12.79)-.5 F 14.0 PE 0.00 4 28.8 0.88 2PE T 34.3 0.38802 PF 13.31 15.03 A 9.0 PT 26.10 5 F 7.0 PE 3.90 (EL= 9.00 ft) 5 28-8 0.88 1PE T 16.0 0.38802 PF 6.21 15.03 A 8.5 PT 36.21 6 F 7.0 PE 0.00 6 28.8 0.88 1PE T 15.5 0.38802 PF 6.01 15.03 PT 42.22 7 K -factor for Bulk = 28.8/(42.22)-.5 = 4.43 Riser C = 120 A 8.5 PT 42.22 7 Top of Riser F 9.0 PE 3.68 (EL= 8.50 ft) 7 28.8 1.05 2E 1BKF T 17.5 0.25547 PF 9.47 10.69 1BKF = 5.00# 1T PT 55.37 8 B.O.R. K -factor for Riser = 28.8/(55.37)-.5 = 3.87 Under ground C = 150 A 75.0 PT 55.37 8 B.O.R. F 23.9 PE 0.00 8 28.8 1.11 2PE 1MTR T 98.9 0.12895 PF 17.75 9.57 1MTR = 5.00# 1T PT 73.13 9 Supply Jct Available flow at 73.13 psi is 465.8 gpm which is 437.0 gpm from curve. Supply pressure available with 28.8 gpm flowing is 99.84 psi, thus system requirement is 26.71 psi below supply curve. (26.8%) 1 71 OIQCfC U26 HA 2 X 12 CROSS 1 1 L— — — --1 SECTION SCALE:. 1/4" = 1'-0" NGER CAPPED HALF WALL 2ND FLOQR • 1 , -- APP OVED HANDRAIL , --1/2 NOSING AMING STRINGERS NOTE: CROSS-SECTIONS ILLUSTRATE GENERAL STRUCTURE OF BUILDING. FOR DETAILS SEE TYPICAL WALL SECVION AND RESPECTIVE FRAMING PLANS. LI 0 LTJ HEADROOM 1ST FLOOR STAIRWAY PROFILE Lot 4 intlus according t of Plats, Pa Kirg Count' 8 �-'- 111I-2." 8=651/211 60' X 32' TUB/ SHOWER COMB. W/ INTEGRAL SURROUND. VERIFY FRAME - IN REO:TS. H GER RODS CLOSET 0 INSULATED METAL CHIMN' ,FLUE, INSTALL CODE 6 MFR'O INSTRUCTION' 5-0 OM 2 6 0 IA, ..DROOP 4 bBYPASS N 111 CLOSET HANGER ROD t2 42 BYPASS 0 BED00M 3 CARPET 60' X 32' TUB/ SHOWER COMB. W/ INTEGRAL SURROUND. VERIFY FRAME - IN REO'TS, LINES OF ROOF BELOW I CF i/ Il 14* 01, 2 y2) i fl • SSICON t ? FLOORr,-\N SCALE: 1/4" = 1'-0" ELECTRIC ELL: +,- O C A'BO /.. MAIN DgJ DI INSPECTORS- . TEST _VA: waTP Flow SW )TC H Cot -NE -CT TO ELEL.TRIG BELL_ O MAIN CON1T Fit VALVE pficrnG FIAF- T 5roAr•t1r-'c' <1- nl-•1 BA( KFL-.OW PREVarTEI WATEK L(A1J6 E ORION TO 0uTSIDE_..- n DOMESTIC, SNUr-OFF VALVE ,O 3-10 r, L8" ELECTRI W2 FURNACE ECTRIC PANEL PRYER NOTE: FOR FURNACE AND WATER HEATER CONTRACTOR SHALL PROVIDE TYPE, SPEC'S., DIS- TRIBUTION ANO DESIGN LOADS DRYER VENT �a \ 100 CFM WASHER UTILIT,rROOM v& .-� 0 RE RIG. cc INE OF CABINETS ABO 24 11'07 - HANGER RO CLOSET 0 DINING ROOM 4i�!''liar`�rf'�;iP!shit,U;i�yaP"�,`�,`i�r".vt�'�3+ SW2 111 SW2 ODE; ENTRY NOTE: FLOOR PLAN DIMENSIONS ARE TO FACE OF STUDS. CENTERLINE OF STRUCTURAL FRAMING OR CENTERLINE OF DOOR OR WINDOW LOCATIONS el- TO DOMESTIC SYSTEM ISE p Vc D[TAfL N.T 5. STANDARD SYi ''OI_S P P LY --- STAT ;T)ARD SYMBOLS NOTE: ALL HEADERS OVER DOORS ANC) WINDOWS ARE, (2) 2 X 6 11E2 UNLESS OTHERWISE NOTED. LINE OF ROOF ABOVE NOTE: FOR WINDOW SIZES AND FUNCTION, SEE EXTERIOR ELEVATIONS 71,2.16_II 6' RISER 6' RISER 41 c0/2." NOTE: EXTERIOR WALLS ARE FRAMED WITH 2 X 6 @ 16' O,C., INTERIOR WITH 2 X 4 @ 16. O.C., TYPICAL UNLESS OTHERWISE NOTED NOTE • SHEARWALLS: CONTINUE SHEARWALL CONSTRUCTION @ FIRST FLOOR LEVEL THROUGH TO ROOF IN SECOND STORY WALLS: i l o', 2.27--2. 23 1-0'1 SPRINKLER HEAD SYMBOLS ALARM r-tovi -SCJ• 1#1. — KWIK BOLT, ROD & RING #2. — BEAM CLAMP, ROD & RING AI#3. — HILTI STUD, ROD & RING #4. — SIDE BEAM BRACKET, ROD & RING #5. — TJI BRACKET, L -ROD & RING �i 1116. — EYE ROD & RING #'l. — COACH SCREW ROD & RING 014 n} #8 —CEILING FLANGE, ROD & RING BRUNING 40-5000 Iq — POST INDICATOR VALVE — KEY GATE VALVE 103— FIRE HYDRANT --Q — WATERFLOW SWITCH •Gj' — 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE NEW UNDERGROUND __— EXISTING UNDERGROUND 17- — ALARM CHECK VALVE -- RISER W/ALAFIM VALVE f> — RISER W/DRY VALVE t�) — SWING CHECK VALVE � I — O.S.&Y. GATE VALVE — WATET MOTOR GONG ELEC T;IC BELL y — FIRE DEPT. CONNECTION — UP -RIGHT ON 1/2" ;OUTLET ® — PENDENT ON 1/2" OUTLET 0 — UPRIGHT ON 1" STUB -UP C — PENDENT ON 1" DROP — UPRIGHT ON 1/2" CUTLET & PENDENT ON 1" ?' — FLUSH ON 1" ORC''• - DRY PENDENT ON 1" DROP SPFII I tLERS `j CENTI',A L toorc SBP, CONCEALL=D FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SHEAR WALLS: SW 1- 1/2' CDX W/ 8d @ 6',. EDGES AND @ 12', INTERIOR SW2- 1/2' CDX W/ 8d @ 4'; EDGES AND @ 12', INTERIOR SW3- 1/2' CDX W/ 8d @ 3', EDGES AND @ 12', INTERIOR HOLDDOWNS: SIMPSON PA 18, EMBED INTO CONC.FOUNDATION WALL, LOCATE WHERE SHOWN (*) 1 60.27 PROPERTY L SNE 1"(O/ T` - :^..�1: r4'Rw'?�:•7�'!tG!.^2!m.�a!r"n!!NNYM>dwYtr.....x,v.w.rvm FOR ROOF SLOPES SEE EXTERIOR ELEVATIONS ROOF TRUSSES SEE ROOF FRAMING PLA .ZNSUL. OVE' ►�Z\1 PI P/nJCi (TYP SEE SECOND FLOOR FRAMING PLAN SECOND FLOOR L-".BEANING WALL FIRST FLOOR et AWL SPACE FLOOR BEAM SEE FOUNDATION PLAN • NOTE: FOR PRESCRIPTIVE INSULATION REQUIREMENTS SEE SHT.7 NOTES: 1) PIPE AND FITTINGS TO BE CPVC "BLAZEMASTER". 2) OWNER TO INSURE ALL PIPING IS PROPERLY INSULATED TO PREVENT FREEZING. -' 3) HANGERS TO BE TOLCO #22. 4) HANGERS SPACEING : MAXIMUM DISTANCE BETWEEN HANGERS FOR CPVC PIPE. 3/4" 1" 1 1/4" 1 1/2" 2" 5'-6" 6' 0" 6'6" 7'0" 8'0" 5) LOCATE A HANGER WITHIN 6" OF EACH SPRINKLER HEAD. 211,011 1 II :P.ROPOSED CARPORT > ESIDENCE rJPi?{'L Mw4T' 7c -,cc TYPE DEGREE.k QTY. 15 - 4, I GJI PROPERTY LINE 9n- j3. i1. WALK WAY 1- s Nt.7(..7ii• OYr•C;HSMC4 ABOVE DRIVEWAY APRON SI' ALiL...'CONFOR?,1 IV (MTV fii D I47.C: ov alrasv ME= V. W »K7I.S REVISIONS — LOCATE BY GRID COORDIN.ATES H NOTE: CONTRACTOR SHALL VERIFY LOCATION 13F UTILITIES AND COORDINATE SERVICES INSTALLATION. FIELD INSPECTION BY 1r PHONE CONTRACT WITH rITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER 4ruminvsitio.t Asinfillkoirtfyl flteetriotthirs Ir'd krAlc954411/1'sa/dpare and will eegtziptrii resubmittal of revised drawings. ,.VItealhingtietnnce is subject to field - inspection by a representative of this department DATE:W:d3 CITY OF TUKWILA 575-4407 Please call: 576-4407 • and give this Job and exact address for shut,. kwil or restoration approval. PMEFI;;:" 41 A PHONE ARCHITECT — SIDEWALL ON 1/2" CUTLET TOTAL SPRINKLERS THIS DRAWING . YAMIT ADDRESS CITY SCALE: PHONE PHONE Auburn, Wash.ington 98071 TITLE: FIRE PROTECT! DIV DRAM Ne DRAWN: j6 F Pacific Fire P.O. Box 758 vonevarnmenasumzementrammareffnevareffonmemprzarnorne DATE: _c73 Protection Inc. DRAWING NO: 1154 A Auburn (206) 939-6988 if,: , , 1993 0! OF