Loading...
HomeMy WebLinkAboutPP - 14911 58TH AVE S - UNKNOWN - PERMITS AND PLANS14911 58TH AVE 5 ASSOCIATED PERMITS D08-196 D13-086 13-5-143 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR WYNGATE II TUKWILA, WASHINGTON FILE NUMBER: N13025 DATE: 06/08/13 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.3 gpm FLOW AND PRESSURE (@ BOR): 26.3 gpm @ 41.87 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILA FIRE MARSHALS OFFICE CONTRACTOR CERTIFICATION NUMBER: NORCOFP01510 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/17/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE II.SDF JOB TITLE: WYNGATE II H c >4 a z a a a w J a) 0 Q4 0.1 E • a00 O a) O+ isU U O M H • M >, MI u u) 0) • • a 0) to O. N mN UlN Q E H a) 7 a) am) )ao)(nra O Z a) -.-1 Q' -d a) E w0 41 roa 0)a�� ITS • IS • a' 4 O W r 1 4 co0 0 co %/ %/ -d (n 0 O O N 0 -'-I 4.) ro 0 0 0 0 —o rn O,"' —o a 0 0 -o O —0 r4 O O O O O N O O to 0FC 0 0 01 N O O O 0 0 O C (�) O O O O N .-1 s W cn cn 0 a W _- L1 t0 -.► -,. O O 0 -0 M 0 —o 0 w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/17/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE II.SDF JOB TITLE: WYNGATE II NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 70.0 68.0 50.0 69.4 26.3 41.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 7.3 3 19.0 K= 4.90 7.4 13.4 4 19.4 7.5 5 19.4 7.5 6 19.4 7.8 7 9.4 13.8 W 5.4 19.2 B 0.0 40.0 C 0.0 31.5 D 0.0 29.4 E 2.0 25.0 F 2.0 21.0 A 0.0 SOURCE 41.9 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/17/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE II.SDF JOB TITLE: WYNGATE II NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (] Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (} To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (l Pipe: 1 4.90 13.0 Disch 2 19.4 7.3 0.0 1 19.0 7.0 13.0 Pipe: 2 4.90 13.4 Disch 4 19.4 7.5 0.0 3 19.0 7.4 13.4 Pipe: 3 0.0 5.3 2 4 19.4 7.5 -4.3 6 5 19.4 7.5 1.0 Pipe: 4 0.0 0.0 5 19.4 7.5 5.3 2 19.4 7.3 5.3 Pipe: 5 0.0 5.3 2 6 19.4 7.8 -1.0 4 5 19.4 7.5 4.3 Pipe: 6 0.0 0.0 6 19.4 7.8 7.7 2 19.4 7.3 7.7 Pipe: 7 0.0 7.7 2 7 9.4 13.8 4.3 5 6 19.4 7.8 12.0 Pipe: 8 7 4 9.4 19.4 0.0 13.8 7.5 1.0 5 13.4 3 14.4 Pipe: 9 0.0 14.4 4 W 5.4 19.2 12.0 6 7 9.4 13.8 26.4 Pipe: 10 0.0 0.0 F 2.0 21.0 26.4 7 W 5.4 19.2 26.4 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 5.0 5.0 5.0 15.0 26.0 16.5 21.0 22.0 19.0 7.79 150 5.00 12.79 0.031 2.79 150 5.00 7.79 0.032 2.08 150 5.00 7.08 0.000 25.62 150 15.00 40.62 0.006 56.54 150 26.00 82.54 0.004 32.35 150 16.50 48.85 0.012 43.33 150 21.00 64.33 0.026 32.42 150 22.00 54.42 0.037 13.25 150 19.00 32.25 0.113 3.00 150 0.00 3.00 0.113 Pipe: 11 0.0 Fixed Pressure Loss Device E 2.0 25.0 26.4 W 4.0 psi, 26.4 gpm F 2.0 21.0 26.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/17/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE II.SDF JOB TITLE: WYNGATE II Pipe Tag K-fac Add F1 Add F1 To Fit: L C (1 Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (1 To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (1 Pipe: 12 0.0 0.0 12.00 150 D 0.0 29.4 26.4 F 1.000 3E: 7.1 7.11 E 2.0 25.0 26.4 0.998 19.11 0.183 Pipe: 13 0.0 0.0 120.00 150 C 0.0 31.5 26.4 E 1.500 0.00 D 0.0 29.4 26.4 1.610 120.00 0.018 Pipe: 14 0.0 Fixed Pressure Loss Device B 0.0 40.0 26.4 D 8.5 psi, 26.4 gpm C 0.0 31.5 26.4 Pipe: 15 Source 0.0 10.00 150 A 0.0 41.9 26.3 C 1.000 0.00 B 0.0 40.0 26.3 0.998 10.00 0.183 NOTES (HASS): (1) Calculations were performed by the HASS 8.3 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.035 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 68.64 1 compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/17/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE II.SDF JOB TITLE: WYNGATE II PAGE: * Diameter (in) 0.998 PAGE: A Diameter (in) 1.610 PAGE: F Diameter (in) 1.101 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G Ell 4.00 N NPTee 3.92 A D N Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 MATERIAL: CPVC HWC: 150 Equivalent Fitting Lengths E L B R C 45 El 1.00 5.00 in Feet S G BrT RunT Cplg SwCk Gate 5.00 1.00 1.00 8.00 2.00 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ' - ' it m PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Yr) � Tr Fire Alarm: Hood & Duct: Type of Inspection: llyait - Cadet Address: Suite #: I (�.{-4 4 5 Contact Person: Special Instru ions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: (-it(fo of< fn Corel Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ Date: 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ')13 - o8( l 3 --s - t'.13 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1. ' W f N 3101-e_ COMMENTS: Type of Inspection: Sfrit.at.„ Address: Suite #: /q i( 4-1' "we_ .. Contact Person: Special Instructions: Z-62 ,,,,� — �'_L,1A..ts: Phone No.: Approved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: s// COMMENTS: Fire Alarm: Vot ;;��, S- 11 Z1 t. Alia Z-62 ,,,,� — �'_L,1A..ts: (s.A__ -t4 _�— Occupancy Type:` ;, 0.A C cm,i qtr.,: --k:::Assp, d 64.AL g rcwr,,,,lain -i-?ei l' ..c..ciG.r 1 o c,tC et ei t rw..J - 6 51....4) off) Needs Shift Inspection: s// Sprinklers: Fire Alarm: Vot /45 Hood & Duct: Monitor: Alia Pre -Fire: Permits: Occupancy Type:` Inspector: . 1,1,53. Date: /715--/3 Hrs.: A 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.. D. Form F.P. 113 j1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit L 0 - I9G PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: &trie 6 cks0 c % oyoe Type of Inspection: Wes•'•tg / ) J7>w/ Address: i yc>> Suite #: Sr 4& .5'. Contact Person: Special Instructions: Pre -Fire: Phone No.: 2c — 7-o6JS' FApproved per applicable codes. nCorrections required prior to approval. COMMENTS: 4s, ,./143-1 A7)-1, -1 1 , ,Qe c_ £'I4_ c t' rVz Needs Shift Inspection: Sprinklers: Hrs.: / Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: Sea $7 S Date: cifr. 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 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR REVISED TO PUMP AND TANK WYNGATE II TUKWILA, WASHINGTON FILE NUMBER N13025 DATE: 11/15/13 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.4 gpm FLOW AND PRESSURE (@ BOR): 26.4 gpm @ 27.18 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILA FIRE MARSHALS OFFICE CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/20/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE IIFF.SDF JOB TITLE: WYNGATE II WATER SUPPLY ANALYSIS E •O l0 N 0 r-1 w -� 1!) a 0 0 N --4 W 4) --4 In 04 0 0 ri at source Is 0 -t3 a 0. a 0. C 0) • 0 e rt 4-1 > 0 W 4J O 44 a a 4) ro 0 U 1• 4-4 0 14 > • 4) 1>.I > 0 `O +) w 5 14 5 ri 5 -'-1 5 H 0. 0 la 14 a 5 14 5 0.440I 5 4) a a 4) b+ O ro b+ b' cs 0 0 0 0 0 --I b+ 'O b+ .-1 T) > 4) .0 4) v] a A 4) Av' 4)a Itla lav >,0 as•O Itl v tI v' b • 1-I• .-i 0) Id C J-) 4-1 H • -.i • H t0 -.-I t0 N l0 (1) w 0. -,-1 b 10 0 b -.-I t0 Oto-.iN ZN 1-1N 1 -IN aaA E N (NI b' N N b' O 0 b 0 4) 4) 4) -•-I -.d 4) -.-1 ) -.-1 4) o 0 5 b 0 41 -.-I (1) -.-I 4) co 1:4 0 la In 14 0 U a 4) .-I .-I LI CO iI 0) 1-I a )4 a s a s a $4 a 4) -rl -rI 0 00) am CO ON mo.-Im.-1.1 O N 0 >,D > WNrn 00 0 • 4))in cn •4-J •4-) - 0 co 0 k0 A2av)FCRC vEa.-I • W. -I • a,va,Nv.E.N4mo• c, W GaW a ffMMAMM rl N M a•- an l0 0 in h to O O O O O O o O O O O O w L() d' (n N r -I t9gC C.9 43 04a441v)u)o1%41 --am--4-, O 0 0 —0 rn O —o CO values from Test Results) 0 a) o Eas a 04 t� 0 0 0. O1) a" 1w a) O — 0 — o LC) 0 — o 0 —o O — N r N 0 O Dashed Lines indicate w 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 3 DATE: 11/20/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE IIFF.SDF JOB TITLE: WYNGATE II NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 3.0 2.0 26.0 2.0 26.4 1.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 7.3 3 19.0 K= 4.90 7.4 13.3 4 19.4 7.5 - - - 5 19.4 7.5 6 19.4 7.8 7 9.4 13.8 W 5.4 19.2 B 0.0 0.3 C 0.0 27.6 D 2.0 25.0 E 2.0 21.0 A 0.0 SOURCE 1.0 26.4 DATE: 11/20/2013 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE IIFF.SDF JOB TITLE: WYNGATE II NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 2 19.4 7.3 0.0 1 19.0 7.0 13.0 Pipe: 2 4.90 13.3 Disch 4 19.4 7.5 0.0 3 19.0 7.4 13.3 Pipe: 3 0.0 5.3 2 4 19.4 7.5 -4.3 6 5 19.4 7.5 1.0 Pipe: 4 0.0 0.0 5 19.4 7.5 5.3 2 19.4 7.3 5.3 Pipe: 5 0.0 5.3 2 6 19.4 7.8 -1.0 4 5 19.4 7.5 4.3 Pipe: 6 0.0 0.0 6 19.4 7.8 7.7 2 19.4 7.3 7.7 Pipe: 7 0.0 7.7 2 7 9.4 13.8 4.3 5 6 19.4 7.8 12.0 Pipe: 8 0.0 1.0 5 7 9.4 13.8 13.3 3 4 19.4 7.5 14.4 Pipe: 9 0.0 14.4 4 W 5.4 19.2 12.0 6 7 9.4 13.8 26.4 Pipe: 10 0.0 0.0 E 2.0 21.0 26.4 7 W 5.4 19.2 26.4 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 5.0 5.0 5.0 15.0 7.79 150 5.00 12.79 0.031 2.79 150 5.00 7.79 0.032 2.08 150 5.00 7.08 0.000 25.62 150 15.00 40.62 0.006 26.0 56.54 150 26.00 82.54 0.004 16.5 32.35 150 16.50 48.85 0.012 21.0 22.0 19.0 43.33 150 21.00 64.33 0.026 32.42 150 22.00 54.42 0.037 13.25 150 19.00 32.25 0.113 3.00 150 0.00 3.00 0.113 Pipe: 11 0.0 Fixed Pressure Loss Device D 2.0 25.0 26.4 W 4.0 psi, 26.3 gpm E 2.0 21.0 26.3 0.2 0.2 0.4 0.1 0.2 0.3 0.0 0.0 0.0 0.2 0.0 0.2 0.3 0.0 0.3 0.6 0.0 0.6 6.0 -4.3 1.7 6.3 -4.3 2.0 5.4 -1.7 3.7 1.8 -1.5 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/20/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE IIFF.SDF JOB TITLE: WYNGATE II Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 0.0 12.00 150 2.6 C 0.0 27.6 26.4 E 1.000 3E: 3.0 3.00 -0.9 D 2.0 25.0 26.4 1.101 15.00 0.113 1.7 Pipe: 13 0.0 0.0 Fire Pump Rating Avail. Req'd. B 0.0 0.3 26.4 D gpm: 26.0 26.4 26.4 C 0.0 27.6 26.4 psi: 48.0 47.6 27.3 Pipe: 14 Source 26.3 C E: 3.0 2.00 120 0.7 A 0.0 1.0 0.1 1.250 T: '6.0 10.00 0.0 B 0.0 0.3 26.4 1.380 G: 1.0 12.00 0.057 0.7 NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.028 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.9 ft/sec at pipe 12. (4) The Minimum pump suction pressure under maximum calculated demand is 0.32 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) Available pressure at source node A under full flow conditions is 0.00 psi compared to the minimum required pressure of 1.00 psi. (7) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/20/2013 C:\HASS\DATA\2013 CALCS\N13025 WYNGATE IIFF.SDF JOB TITLE: WYNGATE II PAGE: A Diameter (in) 1.380 PAGE: F Diameter (in) 1.101 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 MATERIAL: CPVC HWC: 150 Equivalent Fitting Lengths E L B R C 45 El BrT RunT Cplg 1.00 5.00 5.00 1.00 1.00 in Feet S G SwCk Gate 8.00 2.00 N NPTee 6.00 SQUARE FOOTAGES MAIN 1317 UPPER 1612 TOTAL 2929 GARAGE 691 UPPER TCP PL UPPER SUU FIR. IIAIN TOP PL. A A7 e A7. MAIN FLOOR PLAN PRE. 8rc. TRUSSES 0 24' 0.r,. SCALE: 1 /G' - 1'-0" PIPE LOCATION H COMM WWWWWWwWWWW nEDRny 5/0' 0.0.0. 0 CLO. SPRINKELR HEM LOCATION 8F_ 1R001. SPRiNKELR PIP 1/2" 0.0.0.9 V'', 13 R-: '7 INS. FLOOR JO,STS 8/ 180 r LYVtOLU' , GLUED fi N/,3881 intiltitititiitifi'iitiA "1 1 I Y � CTS I SECTION A SCALE 1/4" - 1'-0' 1/4' -1-0' F M 41/ P A A7 51'4" OVERALL A7 15'-1o" 7'-41" s -1o" 6'-18" 15,-6" I 7NB R 9 211®'e�?) 1� 2-9'2 Er WM i 0-6 9-3r 8.'c1 6 1-1012 1-712 0 0 VT. 11'4" 7'"6" 11-612 -511- -8-0--- c%41 2 511 -8-N1or2 us a OUVIDE WALL OSSM 14'"(1" 1314" 5'-8" 2'-4" 11'-8" .41 51'4" OVERALL PERMISSIBLE BENDING DE LCCTIONS SDR 13.5 (73'x) (90T- cN'S RcSTRAIN ")) DIDc SIZc inches cNGT- 0R,.N ( ) IN cccT 2' 5' 7' 10' 12' 15' 17' 20' 3/4" 0.3" 2.0" 3.8" 7.8" 11.3" 17.6" 22.6" 31.3" 1" 0.3" 1.6" 3.1" 6.3" 9.0" 14.1" 18.1" 25.0" 134" 0.2" 1.2" 2.4" 5.0" 7.1" 11.2" 14.3" 19.8" 134" 0.2" 1.1" 2.1" 4.3" 6.2" 9.7" 12.5" 17.3" 2" 0.1" 0.9" 1.7" 3.5" 5.0" 7.8" 10.0" 13.9" 234" 0.1" 0.7" 1.4" 2.9" 4.1" 6.4" 8.3" 11.4" 3" 0.1" 0.6" 1.2" 2.4" 3.4" 5.3" 6.8" 9.4" SPRINKELR HEAD LOCATION 00Y.T13100T T1CH111NE 11/ P05TI8S DRAIN TO STOMA SYSITOl 2 d = 0.0823 Sc' TA9 ' 9c OW 909 N..M9c9 09 -ANGc9S 9cQ..IR'7 1 ASTM c442 CPVC 99ANC- INK"' A7 0 A7 UPPER FLOOR PLAN MINIMLM ALLOWABLE IIANGERS Dc9 cNGT- Oc DIDc DIDc ,SIZc inches Pipe eng,h 1 -anger 2 -angers 3 -angers 3/4" 0'-0" TO 5'-6" 5'-7" TO 11'-0" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-O" 6'-1" TO 12'-0" 12'-1" TO 18'-0" 134" 0'-O" TO 6'-6" 6'-7" TO 13'-O" 13'-1" TO 19'-6" 134" 0'-0" TO 7'-O" 7'-1" TO 14'-0" 14'-1" TO 21'-0" 2" 0'-0" TO 8'-O" 8'-1" TO 16'-0" 16'-1" TO 24'-O" 234" 0'-0" TO 9'-O" 9'-1" TO 18'-0" 18'-1" TO 27'-O" 3" 0'-0" TO 10'-0" 10'-1" TO 20'-0" 20'-1" TO 30'-0" 'NSc INT'RNATIONA A°DROVc7 c09 ..S' WIT- °OTA9 ' WATcR SCALE: 1/6" - 1'-0" CO 0 CURE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM,,M) TcST °RcSS..Rc °I°SIZc inches Ambien. Tempera, re T ring C ire Period 60'r .o 120 40'c ,o 59'c 0'c ,0 39'c 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 13+" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No,e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No.e 1 cor .hese sizes, ,he solven, semen, can be applied a. ,empera,Jres below 32'c, however, ,he sprirkler sys,em .empera. ire m is, be raised ,o a ,empera,ue o' 32'c or above and allowed ,o cre per ,he above recommendo.ions prior ,o press ire ,es,ing. TUB WILA ERE DEPARTMENT Please 2'i 206-575-4407 and give thicFire Pa -mit No and exact aciu &3s for shut- down h11tdown or re toss iopn approval. TABLE 1 MAXIMA S,.0009T S°ACING 7ISTANCc ''ND INc S°RINK 'R -cA7 7400 c 90W DIDc SIZc inches SYSTcM 139'SS..9' < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 1)4" 16" 12" 134"-3" 24" 12" TABLE 2 MAXIMA 5,.9D09T S°ACING 71STANCc IN INc SPRINK 99 -cA7 790° Tcc DIDc SIZc inches SYSTL-M °R'SS..Rc < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 134" 6' 5' 13r"-3" 7' 7' ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EQUIVALENT FEET OF PIPE) FITTINGPIPE DIAMETER AVt9AGc 17 3/4"1�� 3/4" (20.0) �� 11 11/2 2�� 21,� 3�� TEE B RANO I- 3 5 6 8 10 12 15 TEE RUN 1 1 1 1 1 2 2 ELBOW 90' 7 7 8 9 11 12 13 ELBOW 45' 1 1 2 2 2 3 4 COUPLING 1 1 1 1 1 2 2 BLAZEMASTER® PIPE DIMENSIONS S')9 13.5 (ASTM c442) INC -'S (MI IML.TFRS) NOMINA SIZc AV'9AGc 07 AVt9AGc 17 00,.N'S/cT. 3/4" (20.0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 134" (32.0) 1.660 (42.2) 1.394 (35.4) .418 134" 1010.0) 1.900 (48.3) 1.593 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 234" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 B LAZEMASTER® PIPE S'R 13.5 (ASTM '442) -ANG'R SPACING NOMINA SIZc MAX SPACING inches (mm) 'ee, (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 114" (32.0) 6.5' (2.0) 134" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 234" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) YLc A A: (D-203mm)+B t D 762mm SOFFIT FORMULA MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN ROOMS OF 2 OR MORE HEADS MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN A 1 HEAD ROOM 919r S°RINK cR GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 2010 edition and Fire Deparbnent requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1' throughout Job. 4. 5. All underground to be hung p per manufacturers requirements. Avcon Hangers to be used - Fig 51181 no biosis & head set. 6. Wate r nffoormationito bbethrovide by conform to local Water Department eSouf water requirements. ownerThis is. fill line only 7. Transition from underground to riser to bepcop r type K typical unless noted otherwise 8. Risers that are exposed are to be PER CPVC STING. Risers that rise up In wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, If required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a Pressure at base of riser b Sprinkler head location and spacing. c Heads located from heat zones 14. Alarm bells to be located per Fire Depart entuirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinklers may be omitted from closets less than 3'0' In depth or not over 24 sq.11. DIDc -ANG'R (C 0Sc TO Tcc) Cci ING clRc S°RINK cR 12411221414 CM= =EL APPROVAL& 1:11, MOM MUD. 111L.GULVAMED,.a44 CION121X111114T 6 c.rvc 1M 311:6 A a c UAL .'.. / Orn 31/4" 31/2' 11114 13/16 41/2 1" 33/2' 111/16 13fl6 4 11/4' 4V14" 2332 23/14 61/1 1 1/1" 47/14" 27/33 13/16 7 3' 47/2" 27/14 13114 1 ASTM c442 CPVC 9RAMC- INc' W007 .,GISTS •NSc INTcRNATIONA ADD90V97 c09 ,.Sc WIT- °OTA9 c WATc9 OWNER INFORMATION NAME HP CONSTRUCTION ADDRESS 13037 OCCIDENTAL AVE SEATTLE, WA :> 1 PHONE 205-334-7258 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA T:188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME N/A ADDRESS 48 GPM PHONE METER SIZE WATER INFORMATON STATIC 50 RESIDUAL 48 GPM 28 METER SIZE NOT APPLICABLE SOURCE PUMP MANUFACTURER SPE( BUILDING INFORMATION 8Q. FT. 2,929 SQ.FT. TYPE Wood Foams OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 14911 50th AYR 5, Seetkla, ,.. 14900 55th Ave 5 Seattle, WA 98168 \\\ 0 aid "Ix 53� -St- Qt �k Tuk Pa 1\ - T Rnr3Sora�ibrlCsrrra�s7LTlrYlMSre�vtPd \ VICINITY MAP NO WALE REVISED TO PUMP AND TANK 11-15-13 N N _ /\ XXE S 8' 10' 12' 14' 16' 18' NOTES REVISIONS SPRINKLER SYMBOLS SYMBOLS 81 SYSTEMS RISER o RISE UP o DROP DN �-7 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE GROOVED COUPLING #01 HANGER TYPE AND LOCA o UPRIGHT HEAD ® PENDENT HEAD D SIDE WALL HEAD LEGEND CA UPRIGHT OVER PENDENT 25 PIPE SIZING 1 HYDRAULIC CALC NODE REVISION NUMBER El BRANCH UNE NUMBER Al WELD TAG NUMBER DATE DESCRIPTION 11/15/13 ADDED PUMP AND TANK TO GET PROPER FLOW BY EDC SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. ' > 25 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RFC49 )efaul (gt, 4 DRY PEND. WHITE 155 5.6 1" 7/16 RELIABLE F3QR 7efaul Fire Protection, Inc. PO Box 363 avensdale, WA 98051 425-432-7250 WYNGATE II ply/ -49-XX 58TH AVE S TUKWILA, WA CONTRACTOR: NORCO FIRE PROTETION, INC. PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N13025 APPROVAL EASTSIDE FIRE DRAWN BY SCALE ED COGAR 1/e = 1'-0" DATE REVISED PLOTiED 6/15/13 FP1of1 9 i A A7 61'4" OVERALL A7 51'-8" 18'-6" 15,-18" 19'4" 15'-8" II FIRE 5'-2" 10'-6" SPRIN KLER RISER LOCATION I 11'4" 7'4" 5_10" 19'-0" 12'-6" 1' 16'-0" 19'4" r 1 NN 10''6" 61'-6" OVERALL A A7 SQUARE FOOTAGES MAIN 1317 UPPER 1612 TOTAL 2929 GARAGE 691 CC 74" B A7 MAIN FLOOR PLAN o Without Comments Eir As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Accepca lc ' is subject to errors and omissions which do not authorize violations of adopted standards and ordi; .an s. The responsibility for the adequacy of design i -;:t)tally with the designer. Additions, deletions ur ; .;',visions to these drawings after -this date will void this : esi:ancc: and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevehtion Bureau. Date:_, -�, i-1 y: SCALE: 1/0" - 1'-0" TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact addrass for shut- down hutdown or restoration approval. I•►,ot, it e1(lcfio'- •e Iec/1'rR Ve1krCt0 be II eoiYPI`/ 1.;3-L g1'4-t&W! pv'.Ire works %J. kt-vs. r,ii 64.010 /-1/(Apo retv:Ka - F L"F0. TRU LES 3 7k 0A. `�(3 }(Fi�)k>.`rrer�v'na• 9 s? UPPER TOP PL .. ._. UPPER 0013 FIR. FINN_ TOP PL, _,. MPJN 003 FIR. PIPE LOCATION MI 'MIMI 5/0. 0.200. 0 0112. SPRINKELR HES LOCATION BEDROOM SPRINKELR PIPE `an --R-21 100. (0 E01ERIOR WAILS LIVING P0011 FAMILY 12001,1 TI 0 :n A A7 51'-8" OVERALL A7 15'-18" r -o" 5'-10" 6'40" 15'-6" 41. 11'-6" 7,4" 19'-0" 13'-8" 2'-4" 11,-0" 19'-0" 51'-O" OVERALL PERMISSIBLE BENDING DErLECTIONS SDR 13.5 (73'x) (90T- EMS RrSTRAINr") DID SIZr inches rNGT- Or R. N ( ) IN rrrr 2' 5' 7' 10' 12' 15' 17' 20' 3/4" 0.3" 2.0" 3.8" 7.8" 11.3" 17.6" 22.6" 31.3" 1" 0.3" 1.6" 3.1" 6.3" 9.0" 14.1" 18.1" 25.0" 134" 0.2" 1.2" 2.4" 5.0" 7.1" 11.2" 14.3" 19.8" 1344" 0.2" 1.1" 2.1" 4.3" 6.2" 9.7" 12.5" 17.3" 2" 0.1" 0.9" 1.7" 3.5" 5.0" 7.8" 10.0" 13.9" 21/4" 0.1" 0.7" 1.4" 2.9" 4.1" 6.4" 8.3" 11.4" 3" 0.1" 0.6" 1.2" 2.4" 3.4" 5.3" 6.8" 9.4" SPRINKELR HEAD LOCATION FLOOR JOISTS W/ T&0 PLYWOOD, CLUED & NAILED 0-2a0 INS. © ' 6' 8' 10' 12' 14' 16' 18' SECTION A SCALE: 1/4" - 1'-0" 1/4" -1.-0" NOTES DOWNSPOUT IIGNTIINE 00/ P0011VE GRAIN TO STORIJ SYSTEM " d = 0.0823 L fest i i Sr' TA9 r 9r OW r0R N..M9R 0r-ANG'RS MR IRr7 ASTM r442 CPVC 9RANC- INr' ■ rs A A7 • B A7 UPPER FLOOR PLAN MINIMLM ALLOWABLE IIANGERS DrR rNGT- Or Piot OIor SIZr inches Pipe eng,h 1 -anger 2 -angers 3 -angers 3/4" 0'-O" TO 5'-6" 5'-7" TO 11'-0" 11'-1" TO 16'-6" 1" 0'-O" TO 6'-O" 6'-1" TO 12'-0" 12'-1" TO 18'-O" 134" 0'-O" TO 6'-6" 6'-7" TO 13'-0" 13'-1" TO 19'-6" 134" 0'-O" TO 7'-O" 7'-1" TO 14'-0" 14'-1" TO 21'-0" 2" 0'-0" TO 8'-O" 8'-1" TO 16'-0" 16'-1" TO 24'-0" 214" 0'-O" TO 9'-O" 9'-1" TO 18'-O" 18'-1" TO 27'-O" 3" 0'-0" TO 10'-0" 10'-1" TO 20'-0" 20'-1" TO 30'-0" REVISIONS " NSr INTrRNATIONA A°DROVr7 rOR ..Sr WIT- °OTA9 r WATrR SCALE: 1/8" .- 1'-O" • rto 4 CIRC TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..N) TrST °RrSS.J2r Dloc SIZr inches Ambien, Tempera..ire l /ring C ire Period 60"r .o 120'r 40'r ,o 59'r 0'r ,0 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 1)4" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Nom 1 234" 8 hr. 72 hr. See Nom 1 3" 8 hr. 72 hr. See Nom 1 No,e 1 ror ,hese sizes, ,he solven, cemen, can be applied a, ,empera, ues below 32'r, however, ,he sprinkler sys,em ,empera,ire m 4s, be raised ,o a ,empera,4re o' 32'r or above and allowed ,o circ per .he above recommenda,tons prior ,o presaire ,es,ing. UNDERGROUND DETAIL NO SCALE TABLE 1 MAXIM..M S.,°00RT S°ACING ,ISTANCr EN" INr S°RINK rR -rA' 720° r 90W DID SIZr inches SYSTrM °RrSS..Rr < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 134" 16" 12" 134"-3" 24" 12" TABLE 2 MAXIM..M S..°DORT SPACING )ISTANCr IN INr S°RINK rR - 'Al 7R0° Trr °ior SIZr inches .SYSTrM °R°SS..Rr < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 134" 6' 5' 1344"-3" 7' 7' ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EQUIVALENT FEET OF PIPE) FITTING PIPE DIAMETER 3/4"1" DO..N'S/rT. 11/ 1174 2" 21 3" TEE B RANC I- 3 5 6 8 10 12 15 TEE RUN 1 1 1 1 1 2 2 ELBOW 90' 7 7 8 9 11 12 13 ELBOW 45' 1 1 2 2 2 3 4 COUPLING 1 1 1 1 1 2 2 BLAZEMASTER® PIPE DIMENSIONS S'R 13.5 (ASTM 942) INC-rS (MI IMrT''RS) NOMINA SIZr AVrRAGr 07 AVC°AGr 17 DO..N'S/rT. 3/4" (20.0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 134" (32.0) 1.660 (42.2) 1.394 (35.4) .418 134" '(0,0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 234" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 B LAZEMASTER® PIPE S'R 13.5 ASTM x442) -ANGcR SPACING NOMINA SIZr MAX S°ACING inches (mm) "ee, (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 6.5' (2.0) 134" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 234" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) tri A riRr S°RINK rR GENERAL NOTES 1. Sy: 'gym to bo designed to N.F.P"A. #13D, 2010 edition and Flre Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout Job. 4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set 5. All underground pip ng to conform to local Water Departrnent requirements. This Is for fill line only 8. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed are to be PER CPVC LISi`ING. Risers that rise up In wall t0 have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, If required. 11. All drilling and notching to be per manufacturers specifications and Flre Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items fie be verified at time of inspectloon: a Pressure at base of riser b Sprinkler head locatlon and spacing. c Heads located from heat zones 14. Alarm bells to be located per Fire Departmentuirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Departrnent Requirements. 16. Sprinklers may be omitted from closets fess than 3'0" In depth or not over 24 sq. ft. DIDc -ANGcR (C 0Sr TO Trr)"', cave CNT NAME METAL LIAM ai@$ A 3 C , MS t l 25 CONCEALED 01) 114" 313" 13114 11114 513 1" 231/2",111/12 f 1184 4 1/14" 433.4" 11111 1184 413 118" 47116'17133 Defaul 1184 7 1" 473" 17/14 11113 1 ASTM x442 CPVC 9RANC- INr" C rl ING 1" PIPE Head Box 1" PIPE BACKFLOWDEVICS 1•COPPER ADAPTER Aa (D -8")+B s D 30" Aa (D-203mm)+8 A D 762mm SOFFIT FORMULA MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN ROOMS OF 2 OR MORE HEADS MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN A 1 HEAD ROOM SPRINKLER SYMBOLS SYMBOLS O SYSTEMS RISER o RISE UP • DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING x#01 HANGER TYPE AND LOCATIO O UPRIGHT HEAD Q PENDENT HEAD D SIDE WALL HEAD LEGEND OA UPRIGHT OVER PENDENT 25 PIPE SIZING HYDRAULIC CALC NODE REVISION NUMBER BRANCH UNE NUMBER WELD TAG NUMBER DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CDNN. t l 25 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RFC49 Defaul f 4 DRY PEND. WHITE 155 5.6 1" 7/16 RELIABLE F3QR Defaul Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 Haigh Floor rIgr S°RINK rR W001 .0ISTS " NSr INTrRNATIONA A°DROVr7 rOR ..Sr WIT- °OTA9 r WATrR 1.00' FLOW 6Wrra+ /t NORCO FIRE PROTECTION POINT OF CONNECTION 1.COPPER U'ii RISER DETAIL ®mat irr-i c OWNER INFORMATION NAME HP CONSTRUCTION ADDRESS 13037 OCCIDENTAL AVE SEATTLE, WA eA.1=; PHONE 208-334.7258 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARIC EAST TUKWILA, WA sit 188 PHONE 425.481.0827 WATER DEPT. INFORMATION NAME N/A ADDRESS 68 GPM PHONE METER SIZE WATER INFORMATON STATIC 70 RESIDUAL 68 GPM 35 METER SIZE 1" REQUIRED SOURCE _ SAMMAMISH WATER BUILDING INFORMATION SQ. FT. 2,929 SQ.FT. TYPE Wood Fmmo OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 14941058th Ave 5; Seattle, .„ 14900 Seth Ave 5 Seatkie,WA 98168 r~Oknad' •4,xtmrs. An ria+,+E„ VICINITY MAP NO SCALE Red N WYN GATE II 149XX 58TH AVE S TUKWILA, WA CONTRACTOR: NORCO FIRE PROTETION, INC. pA►D 'JUN 1a 2013 'TUKWILA FIRE PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N13025 APPROVAL EASTSIPE FIRE DRAWN BY ED COGAR SCALE 1/8" = 1'-0" DATE 6/15/13 REVISED PLOTTED FP1of1 -