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Home My WebLink AboutPP - 4424 S 118TH ST - RIVER STONE HOMES - PERMITS AND PLANS4424 S 118TH ST ASSOCIATED PERMITS 06-5-232 D04-371 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit SEP 2 't 2001 DoY— 37/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: RI -liar S,�v4L �/ �cS Type of Inspection: Asti. /A-1-4-- fr;;074, Address: (/L1 q 5 / / 71, S'% Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: R6 i pk#+fa / 0Z 'f ku� / D Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e5it) SLSP Date: 7/%1/D `7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MAY 1 1 2007 Da 61- 37/ a6• S- PiZ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Rivedt 1-fonG ,Y4' S Type of Inspection: Sot•.»iL1�..- Fv/Rna Address: yyV 4 S //P." Suite #: Contact Person: ACu#-4,10e4- Special Instructions: Phone No.: t s3- 7y1- 7Ge.f-- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Tci-fRaws 5,..11e. flow Ze-s 5a1, r' ra-14;1. O.4.L.-n1otJ Y tan1_ry Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: 54 5)$ Date: S/Vo 7 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pot{ - 3-1 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Q. vet s -c--- Jivyvte S To of Inspection: p 3 1NSo 4%,,,i Sr, vk(ex_ cal Address: yea y Suite #: s //b'~ Contact Person: G L 6102.4— 10e` —Special .. /jec SpecialInstructions: Phone No.: S3-((-- 7.d G 5 ----- proved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1,S/1' Date: %)/oi Hrs.: /17% $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. Ij02 WASHINGTON FIRE SPRINKLER INC. 3208 MERIDIAN EAST EDGEWOOD,WA 98371 PROJECT INFORMATION Job: NEN RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Occupancy: Area per Sprinkler: Sprinklers: Number of Sprinklers Calculated: Date:03/22/07 Job: RIVERSTN NFPA 13-D SINGLE FAMILY RESIDENCE 16' X 16' MAXIMUM RELIABLE RFC43 RESIDENTIAL PENDENT 2 Authority having Jurisdiction: NFPA-13D System type; WET Water Supply: Demand: 90.00 psi Static, 89.00 psi Residual CALCULATION SUMMARY 29.51 psi 53.68 psi 88.98 psi Demand is @ 26.3 gpm @ H.O.R. @ 26.3 gpm @ Supply available @ 26.3 gpm below curve by 35.30 psi Notes: FLAT CEILINGS QUESTIONS? TARA ROARK (253) 841-7665 PROGRAM: 'HydroCalc' by Micro Space Systems 2344 V Prospect, Chelan, WA 98816 www.microspacesystems.com @ 26.0 gpm 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. 1 203 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. 204 Page 2 Washington Fire Sprinkler Inc. Description of Fitting abbreviations Code Description 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 CM Cross Main 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 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. 005 RIVERSTN 03/22/07 11:30am Page 3 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DRi 1.109 1.0 4.3 9.10 -1.00 0.0 150 32 2 AL1 1.109 13.0 DRI. 0.00 0.00 0.0 150 321PE 3 BL2 1.109 1.0 DR1 0.00 0.00 0.0 150 321PT 4 CM1 1.109 6.0 BLl BL2 0.00 0.00 0.0 150 321PT 5 CM1L 1.109 63.5 0.00 -10.00 0.0 150 323PE,4PT,5PTR 6 CM1L 1.109 12.0 CM1 0.00 10.00 0.0 150 321PE,2PT 7 RI1 1.109 9.0 CM1L -6 0.00 6.00 0.0 150 324PE,1PT,1BKF 8 UG1 1.358 250.0 RI1 -9 0.00 8.00 0.0 150 324PE,1PT,IMPR 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. II 06 RIVERSTN 03/22/07 11:30am Page 4 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, 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 i C = 150 acomommm= A 1.0 PT 9.10 1 13.04.30(9.10)^.5 F 0.0 P£ -0.43 (EL= -1.00 ft) 1 13.0 1.11 T 1.0 0.02948 PF 0.03 4.31 PT 8.70 2 51 Jct K -factor for drop 1 = 13.0/(8.70)^.5 = 4.41 at Hyd Ref Pts 2 3 Branchline No. 1 C = 150 -----� A 13.0 PT 8.70 2 DR1 13.0-4.41(B.70)^.5 F 7.0 PE 0.00 2 13.0 1.11 1PE T 20.0 0.02960 PP 0.59 4.32 PT 9.29 4 Cross main Jct K -factor for branchline no. 1 = 13.0/(9.29)^.5 = 4.27 Branchline No. 2 C = 150 �'= A 1.0 PT 8.70 3 DR1 13.0=4.41(8.70)^.5 F 5.0 PE 0.00 3 13.0 1.11 1PT T 6.0 0.02960 PF 0.18 4.32 PT 8.87 4 Cross main Jct K -factor for branchline no. 2 = 13.0/(8.87)^.5 = 4.36 Cross main 1 C = 150 -- K=8.63=4.27+4.36 A 6.0 PT 9.29 4 BL1 + BL2 26.3=8.63(9.29)^.5 F 5.0 PE 0.00 4 26.3 1.11 1PT T 11.0 0.10901 PF 1.20 8.74 PT 10.49 6 Cross main Jct K -factor for Cross main 1 = 26.3/(10.49)^.5 = 8.12 Clockwise (K -Factor 8 split=8.12 from CM1) C = 150 A 12.0 PT 10.49 6 Split Point F 17.0 PE 4.33 (EL= 10.00 ft) 6 17.7 1.11 1PE 2PT T 29.0 0.05228 Pk' 1.52 5.87 PT 16.33 7 Loop Jct Counter -Clockwise (K -Factor 8 split=8.12 from CM1) C = 150 --- - A 63.5 PT 10.49 6 Split Point F 46.0 PE 4.33 (EL= 10.00 ft) 5 8.6 1.11 3PE 4PT T 109.5 0.01385 PF 1.52 2.86 5PTR PT 16.33 7 Loop Jct (Balance Accuracy = 16.33 - 16.33 = 0.00) 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. a07 RIVERSTN 03/22/07 11:30am Pipe No Riser Flow (gPm) 7 26.3 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Dia Fitting Length Fr Loss Press Hyd Vel (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) 1.11 K -factor Under ground 8 26.3 Available A F 4PE 1PT T 1BKF 9.0 PT 33.0 PE 42.0 0.10901 PF PT for Riser = 26.3/(29.51)^.5 = 4.84 1.36 A F 4PE 1PT T 1MTR 250.0 PT 38.0 PE 288.0 0.04065 PF PT Page 5 Notes C - 150 16.33 7 Loop Jct 2.60 (EL= 6.00 ft) 10.58 8.74 1BKF = 6.00* 29.51 8 S.O.R. 29.51 3.46 20.71 53.68 C - 150 8 B.O.R. (EL= 8.00 ft) 5.83 1MTR = 9.00* 9 Supply Jct flow at 53.68 psi is 181.3 gpm which is 155.0 gpm from curve. Supply pressure available with 26.3 gpm flowing is 88.98 psi, thus system requirement is 35.30 psi below supply curve. (39.7%) 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINX. f08 RIVERSTN 03/22/07 11:30am Discharge Node (gpm) Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TuEwILA, WA Node Detail Pressure Outlet (psi) K -Value Source Page 6 Elevation (ft) Comments 1 13.0 2 [13.0] 3 [13.0] 4 [26.3] 6 - 9.10 Orif= 4.30 8.70 K-- 4.41 8.70 K= 4.41 9.29 K= 8.63 10.49 7 -16.33 8 - 29.51 9 - 53.68 23.00 DRl 24.00 DR1 24.00 BL1 + BL2 24.00 24.00 14.00 8.00 Supply 0.00 03/24/07 08:24 FAX 253 841 4450 WA. FIRE SPRINK. e109 RIVER$TN 03/22/07 11:30am Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE EOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Pipe Detail Page 7 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes 8 Beg 8 End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) mai) 1 1.11 1.0 1.0 -1.00 13.0 0.0295 0.03 4.3 1 2 9.10 8.70 2 1.11 13.0 20.0 0.00 13.0 0.0296 0.59 4.3 2 4 8.70 9.29 Fit= 7.0 1PE 3 1.11 1.0 6.0 0.00 13.0 0.0296 0.18 4.3 3 4 8.70 9.29 Fit= 5.0 1PT 4 1.11 6.0 11.0 0.00 26.3 0.1090 1.20 8.7 4 6 9.29 10.49 Fit= 5.0 1PT 5 1.11 63.5 109.5 -10.00 8.6 0.0138 1.52 2.9 7 6 16.33 10.49 Fit= 46.0 3PE 4PT 5PTR 6 1.11 12.0 29.0 10.00 17.7 0.0523 1.52 5.9 6 7 10.49 16.33 Fit= 17.0 1PE 2PT 7 1.11 9.0 42.0 6.00 26.3 0.1090 10.58 8.7 7 8 16.33 29.51 Fit= 33.0 4PE 1PT 18KF 8 1.36 250.0 288.0 8.00 26.3 0.0407 20.71 5.8 8 9 29.51 53.66 Fit= 38.0 4PE 1PT 1MTR 03/24/07 08:24, FAX 253 841 4450 -12 2 70 D. I8 3 2 WA. FIRE SPRING. Head Loss Curves Wen to I " 14 12 ga 10. 10 15 20 2 30 38 40 45 30 Rate of Plow G,p.tyM, Head Loss Curves -1-112" and 2" 1-112' 20 140 60 8o 100 130 ' 140 • 180 Rate of Plow — ia10 VMOWER METER tool McKvwon DSIV. LogNnw. Ulm 76604 0017-0066 100-7054010 FAx 00$4013 WB 1-11 Nc3 1- D r.J FIRE PPINKLEPinc. 3217 Meridian East, #C • Edgewood, WA 98371 • (253) 841-7665 • Fax: (253) 841-4450 Fire Protection Sprinkler System Hydraulic Calculations, Material Submittals Operation & Maintenance Manuals FOR NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118TH STREET TUKWILA, WA EMERGENCY INFORMATION IN THE CASE OF FIRE AND/OR FLOODING DIAL 911 IMMEDIATELY roKWI A FIRE DEPARMUNIL Please call: 575.44QZ and give this Job I�Io, Oto - 5 - 232 and exact address- for §htito a%wA or r MAINTENANCE AND INSPECTION OFFICE: (253) 841-7665 Fax: (253) 841-4450 PAID OCT 1 7 2006 44 az-17% 4140 -PA-) WASHINGTON FIRE SPRINKLER INC. 3217 MERIDIAN EAST #C EDGEWOOD,WA 98371 PROJECT INFORMATION Job: NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Occupancy: Area per Sprinkler: Sprinklers: Number of Sprinklers Calculated: Date:10/12/06 Job: RIVERSTN NFPA 13-D SINGLE FAMILY RESIDENCE 16' X 16' MAXIMUM RELIABLE RFC43 RESIDENTIAL PENDENT 2 Authority having Jurisdiction: NFPA-13D System type: WET Water Supply: 62.00 psi Static, 60.00 psi Residual CALCULATION SUMMARY Demand: Notes: FLAT CEILINGS 29.51 psi @ 26.3 gpm @ B.O.R. 42.17 psi @ 26.3 gpm @ Supply 59.96 psi available @ 26.3 gpm Demand is below curve by 17.79 psi QUESTIONS? TARA RUARK (253) 841-7665 PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com @ 26.0 gpm 0 1 e8ed 8 if Li ei in RR it IR II N Rio Cie" M ii 11 ❑ ❑ R s I: e 1 N b O Washington Fire Sprinkler Inc. Description of Fitting abbreviations Code Description 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 Page 2 DR Drop BL Branch Line CM Cross Main 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 1 Page 3 R.IVERSTN 10/12/06 4:20pm Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.109 1.0 4.3 9.10 -1.00 0.0 150 32 2 BL1 1.109 13.0 DR1 0.00 0.00 0.0 150 321PE 3 BL2 1.109 1.0 DR1 0.00 0.00 0.0 150 321PT 4 CM1 1.109 6.0 BL1 BL2 0.00 0.00 0.0 150 321PT 0.00 -10.00 0.0 150 323PE,4PT,5PTR 56 CM1L 1.109 12.0 CM1 CM1L 1.109 63.5 0.00 10.00 0.0 150 321PE,2PT 6 7 RI1 1.109 9.0 CM1L -6 0.00 6.00 0.0 150 324PE,1PT,1BKF 8 UG1 1.554 250.0 RI1 -3 0.00 8.00 0.0 150 324PE,1PT,1MTR 1 Page 4 RIVERSTN 10/12/06 4:20pm Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel Notes C = No tes No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) 150 Drop 1 A 1.0 PT 9.10 1 = 13.0=4.30(9.10)^.5 F 0.0 PE -0.43 (EL= -1.00 ft) 1 13.0 1.11 T 1.0 0.02948 pT 8.70 2 4.31 B1 Jct K -factor for drop 1 = 13.0/(8.70)^.5 = 4.41 at Hyd Ref Pts 2 3 C=150 Branchline No. 1 DR1 _______ == A 13.0 PT 8.70 2 13.0=4.41(8.70)^.5 F 7.0 PE 0.00 2 13.0 1.11 1PE T 20.0 0.02960 PFPT 9.299 4 4.32 Cross main Jct K -factor for branchline no. 1 = 13.0/(9.29)".5 = 4.27 C = 150 Branchline No. 2 DR1 = =A 1.0 PT 8.70 3 •13.0=4.41(8.70)^.5 F 5.0 PE 0.00 3 13.0 1.11 1PT T 6.0 0.02960 PF 0.18 4.32 PT 8.87 4 Cross main Jct K -factor for branchline no. 2 = 13.0/(8.87)^.5 = 4.36 Cross main 1 C = 150 ______= K=8.63=4.27+4.36 A 6.0 PT 9.29 4 BL1 + BL2 26.3=8.63(9.29)".5 F 5.0 PE 0.00 4 26.3 1.11 1PT T 11.0 0.10901 PF 1.20 8.74 PT 10.49 6 Cross main Jct K -factor for Cross main 1 = 26.3/(10.49)".5 = 8.12 Clockwise (K -Factor @ split=8.12 from CM1) C = 150 ________= A 12.0 PT 10.49 6 Split Point F 17.0 PE 4.33 (EL= 10.00 ft) 6 17.7 1.11 1PE 2PT T 29.0 0.05228 PF 1.52 5.87 PT 16.33 7 Loop Jct Counter -Clockwise (K -Factor @ split=8.12 from CM1) C = 150 A 63.5 PT 10.49 6 Split Point F 46.0 PE 4.33 (EL= 10.00 ft) 5 8.6 1.11 3PE 4PT T 109.5 0.01385 PF 1.52 2.86 5PTR PT 16.33 7 Loop Jct (Balance Accuracy = • 16.33 - 16.33 = 0.00) • RIVERSTN 10/12/06 4:20pm Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes C = 150 Riser PT 16.33 7 Loop Jct __ A 3.0 PE 2.60 (EL= 6.00 ft) _____ F 33.0 7 26.3 1.11 4PE 1PT T 42.0 0.10901 PF 10.58 8 8.74 1BKF = B.O.R.6.000# 1BKF K -factor for Riser = 26.3/(29.51)^.5 = 4.84 C = 150 Under ground_ A 250.0 PT 29.51 8 B.O.R. F 44.0 PE 3.46 (EL= 8.00 ft) 8 26.3 1.55 4PE 1PT T 294.0 0.02108 PF 9.2 49.20 9 4.45 1MTRS= 3.00# 1MTR y Jct Available flow at 42.17 psi is 89.8 gpm which is 63.5 gpm from curve. Supply pressure available with 26.3 gpm flowing is 59.96 psi, .thus system requirement is 17.79 psi below supply curve. (29.7%) Page 5 r Page 6 RIVERSTN 10/12/06 4:20pm Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Node Detail Outlet Elevation Discharge Pressure Source (ft) Comments Node (gpm) (psi) K -Value C______ ================== _--________= __ 23.00 1 13.0 9.10 Orif= 4.30 24.00 2 [13.0] 8.70 K= 4.41 DR1 24.00 3 [13.0] 8.70 K= 4.41 DR1 24.00 4 [26.3] 9.29 K= 8.63 BL1 + BL2 24.00 6 - 10.49 24.00 7 - 16.33 4.00 8 - 29.51 0.00 9 - 42.17 Supply Page 7 RIVERSTN 10/12/06 4:20pm Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations NEW RESIDENCE FOR RIVERSTONE HOMES 4424 SOUTH 118th PLACE, TUKWILA, WA Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Beg End s @Preg @Psi) Endi No. (inch) (Ft) (Ft) (Ft) (Opm)(Psi/Ft)(Psi)(FP ) = _i 1 1.11 1.0 1.0 -1.00 13.0 0.0295 0.03 4.3 1 2 9.10 8.70 2 1.11 13.0 20.0 0.00 13.0 0.0296 0.59 4.3 2 4 8.70 9.29 Fit= 7.0 1PE8.70 9.29 3 1.11 1.0 6.0 0.00 13.0 0.0296 0.18 4.3 3 4 Fit= 5.0 1PT 4 1.11 6.0 11.0 0.00 26.3 0.1090 1.20 8.7 4 6 9.29 10.49 Fit= 5.0 1PT 5 1.11 63.5 109.5 -10.00 8.6 0.0138 1.52 2.9 7 6 16.33 10.49 Fit= 46.0 3PE 4PT 5PTR 6 1.11 12.0 29.0 10.00 17.7 0.0523 1.52 5.9 6 7 10.49 16.33 Fit= 17.0 1PE 2PT 7 1.11 9.0 42.0 6.00 26.3 0.1090 10.58 8.7 7 8 16.33 29.51 Fit= 33.0 4PE 1PT 1BKF 8 1.55 250.0 294.0 8.00 26.3 0.0211 9.20 4.4 8 9 29.51 42.17 Fit= 44.0 4PE 1PT 1MTR ATER METER • 36" IGBO APPROVED DIR. VENT% FIREPLACE W/ 20" DEEP RAI HEARTH. MIN 6 SG. IN. 0.5. CO N/ OPTIONAL T.V. NICHE A130V1 WALL FAN Y.T.O. UNDERGROUND TELEPHONE (IN FEET) 1 inch= 20 ft. UNDERGROUND POWER METER I � l iJJ ATER� SERVICE CONFIRM SIZE,. WITH K 250<p t SPRINKLER .,CONTRACTOR GRADE TO AVOID PONDING OR STUB 8" DRAIN UNDER— DRIVEWAYTO THE SOUTH FF=15.5 HOUSE `2J 24 SF +36" ISLAND FAN Y.T.O. (2) 2668 BI-FOLD5 TYPE 2, SSMH RIM=15.38 TYPE 2, SSMH RIM=14.46 IE=5.92 8"PVC (NW) IE=5.92 8"PVC (SE) 8'-q 1/2 CONNECT 1" WATER SERVICE PER —CITY OF TUKWILA STANDARDS SEE DETAIL 3, SHEET C1.2 $i 0'T4-1 ((02 PSI STATIC- AVAIL -AB B 2'-3 1/2" I/8" 1/2" 2' -IO' 1/2 (2) 2668 BI -FOLDS (2) 2066 BI -FOLDS 6'-q I/8" UTILITY; POLE WITH TRANSFORMER AND LIGHT CONNECT SS TO EXIST MAIN p SEE DETAIL 1, SHEET C1.2 s� RESTORE ASPHALT PER DETAIL 2, SHEET C1.2. 6" SIDE SEWER PER CITY STDS., COORD GRADE WITH 'BUILDING STUB) .OUT (2% MIN) POWER, TELCO, CATV, GAS,,: COORDINATE WITH UTILITY CONTRACTORS 5'-cl 1/2" 16360 0.H.GD. Without Comments r As Noted In Red ►.1 Per The Attached Lett ISULATION APPLE \--ROOF TRUSSES These plans ave 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 Istanaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions orrevisions to these drawings atter. this date will Void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: I ! / ►12oob 8y: lit u,1511- 12 TYP I6 -.INSULATION TO BE TENTED OVER FIRE SPRINKLER PIPING BY OTHERS �- 5/S" &NB. • ALL WALL5 TYP -7 HALF WALL GUTTER, TYP. NOTES 1. The design is based on N.F.P.A. 13D and is hydraulically calculated for the mostdemanding 2 fire sprinklers. 2. Maximum spacing for residential fire sprinklers is 16' x 16' and 8'-O" maximum from walls. If required, dry fire sprinklers to be spaced at 225 sq. ft. maximum and located 7'-6" maximum from walls. 3. Pipe and fittings to be CPVC unless noted otherwise. 4. Pipe size to be 1: 5. Pipe hanger type and spacing to be in accordance with N.F.P.A. 13D and the CPVC piping specifications. CPVC HANGERS/RESTRAINERS Tk e° TYPICAL APPLICATIONS INCORPORATED HANGER APPLICATION RESTRAINER FID, 22 APPLICATION rUKWILA FIRE DEPARTMF.“, Please call: 575.4407 and give this job No. 06--232 .1 and end addran#�' t ItWr wr lastut9SitA9 4itiftr: 2DD �phfloN Wprc N lou 6,07W ALLTOLCO HANGERS / RESTRAINERS .USED WITH CPVC PLASTIC PIPE CONFORM TO NFPA 13,13R, & 13D. APPROVED FASTENERS ARE FURNISHED BY MANUFACTURER FIO. 25 WITH FIG. 22, FIG.23 & FIG.24. SURGE RESTRAINER GARAGE LOCATION OF FURNACE 4 I^1ATER HEATER "SEE PLANS* LINE OF SUBFLR. BEYOND T.O. SUBFLR. FIN. GRADE cpvc F5MAL E ADAPTER )r ,� STEEL NIPPLE LTYPICAL 3) PRESSURE GAUGE WATERFLOW SW ITCH ,�-- 1'DOUBLE CHECK. VALVE ASSEMBLY DCVA-raBEMOL1J 2 iNo Les THAI) I -v" otz' No MaE -TI-4.A1•1 51-o" H I C N Above FLooR t�IITH ALL FORTS ACCES$I'6LE 4" CONCRETE SLAB 0/ 6, MIL. BLACK V.B. O/ 4" GRANULAR FILL oiEcir GOM13I N EC) FIRE AND DbMEi'IG WAT 'R SUPPLY FROM STREET i3T OTHERS RISER DETAI �. I -s SCQUARE FOOTAGE SUMMARY MAIN FLOOR 624 5.F. UPPER FLOOR 1,186 5.F. TOTAL FINISHED AREA 2,010 5.F. GARAGE 414 S.F. 796 E. HARRISON STREET, CORONA, CALIFORNIA 91719 (909) 737-6599 FAX (909) 737-0330 (510)-791-2632 SPRINKLER HEADS RESIDENTIAL PENDENT Model K -Factor RELIABLE RFC43 Canopy 4.3 K 165` CONCEALED- WHITE Quan Ig RIVERSTONE HOMES JOB: NEW RESIDENCE 4424 SOUTH 118TH STREET, TUKWILA, WA SCALE: 1/4" = 1'-0" DATE: 9-27-2006 PARCEL NO. 334740-0720 DRAWN BY: TR REVISED: CONTRA9TOR: WASHINGTON FIRE SPRINKLER, IN 3208 MERIDIAN EAST, EDGEWOOD, A 98371 STATE LICENSE NUMBER: Project Total WASHIFS012PG DRAWING NUMBER: 1OF1