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HomeMy WebLinkAboutPP - 13443 48TH PL S - OAK TREE HOMES - PERMITS AND PLANS13443 48TH PL S ASSOCIATED PERMITS 93-5-140 Sheet of Pacific Fire Protection, Inc. Date 06/11/93 Job: JOHN1191 PROJECT INFORMATION Job_ OAK TREE HOMES HOUSE #1191 13443 48TH PL 5. TUKWILA, WA Occupancy EPI? Q Area per Sprinkler 16'x 16' Room Maximum Number of Sprinklers Calculated: 2 heads Authority having Jurisdiction_ _ NFPA-13 b System type_ _ Wet Water Supply _ 100.00 psi Static, 20.00 psi Residual 0 840.0 gpm Sprinklers _ _ 7/16 inch orifice Demand CALCULATION SUMMARY 75.33 psi 0 28.5 gpm 0 Supply 99.85 psi available 0 28.5 gpm Demand is below curve by 24.52 psi Notes: / ��F,GPTEOF Cp p Sheet OAK TREE HOMES HOUSE #1191 13443 48TH PL 5. TUKWILA, WA *: Static = 100.00 psi Residual = 20.00 psi at a flow of 840.0 gpm D: System demand = 75.33 psi with 28.5 gpm flowing. *: Pressure available = 99.85 psi when 28.5 gpm is flowing. Demand is below curve by 24.52 psi. (24.6%) for Remote Area 1 N1.85 Graph PSI Multiply pressure scale by 10 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 PE Plastic 90 degree Elbow 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 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 J0HN1191 06/11/93 10:02am No. Code 1 DR1 2 BL1 3 BL1 4 BU1 5 BU1 6 RIl 7 UG1 Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1191 13443 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 13.5 DR1 0.884 8.5 BL1 O .884 10.4 1.049 8.5 BU1 1.109 75.0 RI1 10.60 -0.50 0.00 0.00 O .00 0.00 O .00 8.50 O .00 0.00 -5 0.00 8.50 -5 0.00 0.00 0.0 150 32 1PE 0.0 150 32 0.0 150 32 3PE 0.0 150 32 1PE 0.0 150 32 2PE 0.0 120 32 2E,1BKF,1T 0.0 150 32 2PE,1MTR,1T JOHN1191 06/11/93 10:02am Sheet Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1191 13443 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 A 0.5 PT 10.60 1 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 Bl Jct K -factor for drop 1 = 14.0/(11.15)-.5 = 4.19 at Hyd Ref Pts 2 3 JOHN1191 06/11/93 10:03am Sheet Pipe No Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1191 13443 48TH PL S. TUKWILA, WA Flow Dia Fitting Length Fr Loss (gpm) (inch) and Dev (ft) (psi/ft ) Press Hyd Vel (psi) Ref (fps) Branchline No. 1 (Beginning pressure increased due A 6.0 PT 14.5=4.19(12.00)-.5 F 0.0 PE 2 14.5 0.88 T 6.0 0.10961 PF A 13.5 PT 14.0=4.19(11.16)-.5 F 21.0 PE 3 28.5 0.88 3PE T 34.5 0.38234 PF PT Notes to Hyd Ref Pt 3) C = 150 12.00 2 DR1 0.00 0.66 7.59 12.66 3 DR1 0.00 13.19 14.91 PV= 1.50 25.85 4 Cross main Jct K -factor for branchline no. 1 = 28.5/(25.85)x.5 = 5.61 JOHN1191 06/11/93 10:03am Sheet Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations OAK TREE HOMES HOUSE #1191 13443 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 ___= A 8.5 PT 25.85 4 BL1 28.5=5.61(25.85)-.5 F 7.0 PE 3.68 (EL= 8.50 ft) 4 28.5 0.88 1PE T 15.5 0.38161 PF 5.91 14.90 A 10.4 PT 35.44 5 F 14.0 PE 0.00 5 28.5 0.88 2PE T 24.4 0.38161 PF 9.31 14.90 PT 44.75 6 K -factor for Bulk = 28.5/(44.75)-.5 = 4.26 Riser C = 120 A 8.5 PT 44.75 6 Top of Riser F 9.0 PE 3.68 (EL= 8.50 ft) 6 28.5 1.05 2E 1BKF T 17.5 0.25058 PF 9.39 10.58 1BKF = 5.00# 1T PT 57.82 7 B.O.R. K -factor for Riser = 28.5/(57.82)x.5 = 3.75 Under ground C = 150 A 75.0 PT 57.82 7 B.O.R. F 23.9 PE 0.00 7 28.5 1.11 2PE 1MTR T 98.9 0.12648 PF 17.51 9.47 1MTR = 5.00# 1T PT 75.33 8 Supply Jct Available flow at 75.33 psi is 444.7 gpm which is 416.2 gpm from curve. Supply pressure available with 28.5 gpm flowing is 99.85 psi, thus system requirement is 24.52 psi below supply curve. (24.6%) 22' X 30' ATTIC ACCESS OPENING ABOVE W/ REMOVEABLE G.W.B. PANEL --.-._ N I^II 10.I- 60' X 32' TUI'./ SHOWER CC"n. W/ INTEGt ,\L • SURROUNC. VERIFY FIA; -`I: - IN REO'TS., NEO -ANGLE GLASS CORNER _.SHOWER W/ 22' TEMPERED LASS DOOR Jho `k�nitAilSiiaP�'S^:';:Y It.aa�vi��iGhi,k.�Wdi�t'?;h{ y n r vJ l 14( n,n^P•r.m�Gr'+nwws..�^.".'.w�+`nv , er.r uw^• . r.-+rroa..— . III LINE OF ROOFS ABOVE 1 S`W1 I.9lusS it•h�r — 3aikh rZ 1 MASTER BEDROOM CARPET / 41 0---"""*" rl- /. C) 74. T" HANGER ROD • HANGER 1100 ria. BEDROOM 3 • CARPET O BEDROOM 2 CARPET cO�,s N N N ELECTRIC BELL CoM60 / N\AIN DRAIN INSPECTORS` 7E5T VA: SCALE: 1/4" = 1'-0" DIZNN TO OUT511)E__..." T #1. — kWIK HOLT, ROD & RING #2. — BEAM CLAMP,, ROD & RING # . — I1tLTII RTUO, ROO & RING #4.—;SIDE BEAM BRACKET, ROD & RING #5. — T.II BRACKET, L•ROD & RING #6. — EYE ROD & RING #7. -- COACH SCREW ROD & RING #8. — CEILING FLANGE, ROD & RING 556 SF, wt ; FLOW 5'417 C H -001.1 IrCT TO ELECTRIC, BELL_ Nsc INSULATED METAL CHIMNEY FLUE, INSTALL PER CODE Et MFR'S. INSTRUCTIONS al, RO 1 I 11 l�-CO 0,011 ,wr /69111 11 1 ILL 11 LINE OF ROOF ABOVE rcp DRYER VENT DRYER LAUN WASHER SW1 .411 N DINING ROOM CARPET J'CA� 1 'Hak I 0 FIREPLA E INTAKE Ad WATER C e NOTE: FOR WINDOW SIZES ANC) FUNCTION, SEE EXTERIOR ELEVATIONS r _ 1 ELECTRIC PANEL rn\ 1n NOTE: FLOOR PLAN DIMENSIONS ARE . TO FACE OF STUDS, CENTERLINE . OF STRUCTURAL FRAMING OR I CENTERLINE OF DOOR OR WINDOW LOCATIONS NOTE: ALL HEADERS OVER DOORS AND WINDOWS ARE, (2) 2 X 6 HF2 UNLESS OTHERWISE NOTED. __.... ELECTRIC) METER rn- L4 -FIE-ADER 11t10V LINE at FLOOR ABOVE CONCRETE STEP 4 X B BEAM ABOVE 6' RISER 2314 NOTES: 1) PIPE AND FITTINGS TO BE CPVC "BLAZ:MASTER". 2) OWNER TO INSURE ALL PIPING IS PROPERLY INSULATED TO PREVENT FREEZING. 3) HANGERS TO BE TOLCO 422. 4) HANGERS SPACEING : MAXIMUM DI•- 2E BETWEEN HANGERS FOR CPVC PIPE. 3/4" 1., 1 1/4" 1 AL2" 2" 5'-6" 6'0" 6'6" 7'0" 8'0" 5) LOCATE A HANGER WITHIN 6" OF EACH SPRINKLER HEAD. `r- _ c_onfTP,OL VALVE 4rirlr DOMESTIC SHUT-OFF VALVE jt:,,.<1R:j41 '-----�--� TO DOMESTIC SYSTEM < rio rger -m I ‹.2'; STANDAIT SYMBOLS 1 - POST INDICATOR VALVE — KEY GATE VALVE i.eg— FIRE HYDft\ iT -a — WATERFLOW SWITCH — 2 -WAY EAIITHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE NEW UNDERGROUND EXISTING UNDERGROUND -�— SUPPLY STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS Q — UPRIGHT ON 1/2" OUTLET ALART,I CHECK VALVE — RISER W/AL.ARM VALVE — RISER VV/DRY VALVE NI- SVVH'!G CI.IECK VALVE II — O.S.;Y. GATE VALVE — WATER MOTOR GONG — ELECTRIC BELL ,f,IT — FIRE DEPT. CONNECTION — PENDENT ON 1/2" OUTLET ® — UPRIGHT ON 1" STUB -UP �o — PENDENT ON 1" DROP — UPRIGHT ON v7" OUTLET & PENDENT ON 1" DROP - FLUSH ON 1" DROP — 1(ES; PENDENT ON w DROP V — SIDEWALL ON vz" OUTLET F1,.ou/ SW, FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" DRIVEWAY APRON SHALL CONFORM TO CITY STANDARD DESIGN REQUIREMENTS 635 SF SHEAR WALLS: SW1-, 1/2' CDX W/ 8d © 4", EDGES AND @ 12', CENTER • SW 2- 1/2' CDX W/ 8d @ 3', EDGES AND @ 12', CENTER, EACH SIDE OF WALL 11 11 SHEARWALL HOLDDOWNS: i.-0 7.,O / SIMPSON PA23 (*) 'I LOCATED AS SHOWN NOTE: FURNACE SHALL BE LOCATED IN CRAWL SPACE. COMPLY WITH LOCAL CODE REQUIREMENTS MECHANICAL SYSTEM CONTRACTOR SHALL PROVIDE TYPE, SPECIFICATIONS, DISTRIBUTION LAYOUT AND DESIGN LOADS. a:nt r1.7St"._t, a', .... , .. .... .. �,g,...•_..n..Igrnsirq,ar `.t.?r ^.rfirrA.WrA' M++an.••'.a+,rs,•.co.071 to. 49Us0011....41 :1 FIn11J f-/ ,ELcC. TYPE DEGREE MK DATE BY CO -ORD PR.PERTY LINE • I 1 7 Nn PROPOSED jl 11 r =�" PROPOSED CARPORT .I 1 r�.: �' `CE. � 'S�.�E�vG p. '� if -WALKWAY `WALKWAY ie ii O COVERED PORCH LINE OF ROOF CIVET-11WG fl3OVE 'OTE: CX'NTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND COORDINATE SERVICES' INSTALLATION. Site Plan REVISIONS — LOCATE BY GRID COORDINATES DRIVE WAY FIELD INSPECTION BY fa 0 N rs 1 Ni"i PHONE rbacCeire OTY. 3. 4 WATER DEPT. TOTAL SPRINKLERS THIS DRAWING ADDRESS CITY PHONE CONTRACT WITH ADDRESS CITY • CROSS-SECTION SCALE: 1/4" = 1'-0" .11/24 610o0 AzAil- RTuI - 4 r -1-119(v1-0 T-7 QDMESTI 1�7 t.'fEFL geal 1.1-1-114101)117211,4,'1-:.e.e1/21, LA -t- i7wC1 /)26 1 Pe -a %6L5, 5/14// 66 Dep i. ; o . 5G c Z L. am: . *.r"IWAV PROFILE MALE: 1 /.4" 1'-0" ...WITHOUT COMMENTS. AS NOTED IN RED PERITHE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept._ Additions, deletions or revisions to these drawings after this clate will void this acceptance and will require a resubmittal-of-r-evtsed drawings. Final acceptance is subject to field- inspectiin Dy a representative of this dep� r` ent 41.5 BY' ......... CITY OF TUKWILA e•v//eE-' Cc/yr/fag- .se 7 % /�� TUKWILA 'FRE DEPARTMENT and -give this ob and exact address for shut' down or restoration approval. 1. PHONE ARCHITECT ADDRESS CITY PROJECT ADDRESS CITY OAK TREE 1-1D1Y1 E 15 44 5 48T" PL TUKWILA DRAWN: ‘16.1 Pacific Fire PHONE SCALE: Auburn, Washingr 98071 Protection Inc. $kuburn (206) 939-6988 eattle 206 622-0484