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Home My WebLink AboutPP - 4606 S 139TH ST - FOSTER RIDGE #2 - PERMITS AND PLANS4606 5 139TH ST ASSOCIATED PERMITS 08-5-328 D07-319 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro'ect: - s p.c)5-e, e. Sprinklers: Type of Inspection: ter- .-Ci SAL Address: Lib O6 s 13 Suite #: {�- Contact Person: Special Instructions: Occupancy Type: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: cr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s ---/v Date: S /16 7 Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 G 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit e -)e- S- 3L,S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: ca 5..,v i2‘d c�.42., a Type of Inspection: 5e .Fld / se �,'N kI-- Address: i-1 6 0 (2 Suite #: S 1 39 11-- Contact Person: Special Instructions: po_ps.d. Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1452( . GPitA ` z5 rL 2, Pe.O‘ak 5P il-e-Ar2S _ EC Cmis 614,t. VV,,,, gq0,.1.. --t-t,+ S Monitor: Pre -Fire: S i /v ri-6ye_ /: �e..e..Ua L- 5/i.u- L 04 Ad- e2.� . /111.0 N //y �� po_ps.d. UJ 2 1 N -tl p u0r Sysk-erh -Par -rG\,'S Jiawt-e. 4t19/)Air. S f i - rte. Sp r ,'(Q )< /-er$ tA-f r 9 u I've c er +A I n C/ous hoc) P'e- Su t&s' r0 .clAk$ 4:r.e, . but) ceS ±Aor4 (, ._s --R_;‹.4. -# .clouit or d.ec*s -f" L � Pre S Sc t r 4Q,, or ct cAo lvv c-01-117. 5 I J 0.( -i-lam „,,44-,_, 7' O -1-L .',r.c 5Prt\f4.e.r$ SYsL 5(4.c--1-‘. P. -S t.1 - 5eiri'nf-tp-s 4-1 itrd+`iiait% / S j 51e4,,, S ,9r.4 A444 i t. 5 41,-'+'" 04 LA:I- ll."e$ . 5A, -t' / ,fid f E -e_ ttO a e.J si-o `-t4 s s i' sk-e.- l,.: r u- - /`t- it_i, i `e.t..., -Cuo r h r4 tr4- p'o44..vA(o r.) Slot car1'/%51-. Ido i&dt Re_r"voi -t'l',S 5.' ,t, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pg -/g Date: `/l365/69 Hrs.: 1 $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 Donald Tomaso - Foster Ridge Sprinkled Homes From: To: Date: Subject: Don, "Chad" <chad@rehabitatnorthwest.com> "'Donald Tomaso"' <dtomaso@ci.tukwila.wa.us>, "Al Metzler "Tukwila Fire Department" <ametzler@ci.tukwila.wa.us> 08/17/2007 2:08 PM Foster Ridge Sprinkled Homes Page 1 of 2 It is my understanding that Lots 2 & 6 of this plat are the homes you will require a sprinkler system to be installed. Is this correct? Please advise as Nora is requiring me to include a statement on the recorded plat indicating which homes will be sprinkled. For your convenience, I have attached the as-builts for the water design to show the location of the hydrants. I calculate the vehicular distance for each lot at: Lot 1 — 80 FT Lot 2 — 200 FT — requires sprinkler Lot 3 — 120 FT Lot 4 — 145 FT Lot 5 — 130 FT Lot 6 — 210 FT — requires sprinkler Let me know if you need any information and I will provide this to you. We also understand that for the homes requiring a sprinkler system, a sprinkler plan must be submitted for Fire's review prior to installation. Thank you for your help. Sincerely, Chad Detwiller Rehabitat Northwest, Inc Office: (206) 932-7355 Fax: (206) 933-7355 www.rehabitatatnorthwest.com Original Message From: Donald Tomaso [mailto:dtomaso@ci.tukwila.wa.us] Sent: Thursday, July 26, 2007 7:42 AM To: Chad Cc: Brenda Holt; Nora Gierloff Subject: Re: Request for Addresses Chad, Here are the addresses for Foster Ridge: Lot 1 - 4602 South 139th Street Lot 2 - 4606 South 139th Street Lot 3 - 4601 South 139th Street Lot 4 - 4605 South 139th Street Lot 5 - 4612 South 140th Street Lot 6 - 4618 South 140th Street If you have any other questions please let me know. file://C:\Documents and Settings\tomaso-d\Local Settings\Temp\XPGrpWise\46C5ABF2tuk-mailTFD5... 08/20/2007 LEO LL lU o Cwe21l If -1 b 01 C-lout)2 Rehabitat INCORPORATED License t: RFHABNI9—iI Building Neighborhoods Since 1986 Chad Detwiller Finance Manager chad' rehabitatnorthwest.com Office 206.932.7355 Direct 425.829.5298 Fax 206.933.7355 5639 16th Ave SW Seattle, WA 98106 Nr NM Page 2 of 2 Don »> "Chad" <chad@rehabitatnorthwest.com> 07/25/2007 1:19 pm »> Good afternoon Don, I have a need for the attached 6 -lot development on Foster Ridge (ref: L05-085) to assign addresses. Typically, I believe the addresses are assigned prior to recording. The final recording documents are currently being reviewed by the City of Tukwila departments for this project. Could you provide addresses for these sites, so this information can be added to the final plat documents for recording? If this is not the standard process for assigning addresses, let me know that also. Let me know if you have any questions. Sincerely, Chad Detwiller Rehabitat Northwest, Inc Office: (206) 932-7355 Fax: (206) 933-7355 www.rehabitatatnorthwest.com file://C:\Documents and Settings\tomaso-d\Local Settings\Temp\XPGrpWise\46C5ABF2tuk-mailTFD5... 08/20/2007 D . - __� ., 45TH AVE S. APP,X. LOCATION EX. e 4888. LOCAT/ON EX. CAS ! .! w ! !� . # g/ { e � | --- Z / Z E( ! M WO 2 00 47, 9 :S310N OMVONVIS BZL'ON 'O'M .[ • 0.E NAPE: PA 96\96673\CAP \ jP.._15-09-06\P6673WANAS9.DWG AVE -PPE PE 8/I /2007 2:30:11 C 610 PP %REF E POE5:%8673WA, 0673E01, x661355, X067350, X66730P, X6673EC-00, X6673CONT-00, x6673TOP0-00, x66731 -1A-00, POC-WASTAPPE 2 • peg diff AAA f $ =�3 2 • OE 0 0 HYDRAULIC CALCULATIONS COVER SHEET FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS WATER SUPPLY STATIC PRESSURE (psi) 95 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1410 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 26.08 gpm AT A PRESSURE OF 40.12 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 016 POLYBUTYLENE 001 SCHEDULE 40 009 BLAZEMASTER CPVC FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS [ ] TEST AREA 1 REF. PT. HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 2 [ ] TEST AREA 3 [K] REMOTE AREA Elevation of sprinklers K ELEV. ft 151 4.90 17.00 152 4.90 17.00 THE SPRINKLER SYSTEM FLOW IS FLOW gpm = Elevation above water test. PRESSURE psi 13.08 7.13 13.00 7.04 THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING 95.00 20.00 131.08 94.08 45.28 48.80 THE ABOVE RESULTS INCLUDE 6.00 [ ] BACKFLOW PREVENTER [ ] DETECTOR CHECK VALVE psi psi AT 1410.00 gpm gpm psi AT 131.08 gpm psi AT 131.08 gpm psi PAGE 1 26.08 gpm 100.00 gpm 5.00 gpm -f �r�-v►--051,c (.cS +59 psi FRICTION LOSS AT REF. PT. # 2 FOR A [X] METER Dol OTHER DEVICE bo -,14e c1eck 01ve FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE (gpm) (ft) 1 2 3 4 5 6 7 8 9 9 10 10 11 11 12 8 13 14 15 16 16 2 3 4 5 6 7 8 9 10 151 152 11 31.08 26.08 26.08 26.08 26.08 26.08 14.46 17.17 4.09 13.08 13.00 -8.91 12 2.71 7 -11.62 13 2.71 13 14 15 16 251 14 -2.71 0.00 0.00 0.00 0.00 0.00 150.00 8.50 1.00 5.00 1.00 9.00 4.00 4.00 10.00 0.50 0.50 16.00 7.00 5.00 13.00 4.00 5.00 7.00 24.50 0.50 28.00 FITS EQV. H -W PIPE DIA. (ft) C TYPE (in) 3522 16.02 150 255 0.00 120 2 7.01 150 3 3.01 150 3 3.01 150 2 7.01 150 3 3.01 150 3 3.01 150 0 0.00 150 3 3.01 150 3 3.01 150 22 14.03 150 32 10.02 150 3 3.01 150 3 3.01 150 0 0.00 150 3 3.01 150 0 0.00 150 32 10.02 150 3 3.01 150 23 10.02 150 16 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1.528 0.824 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 A MAX. VELOCITY OF 15.69 ft./sec. OCCURS BETWEEN REF. Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FRIC. ELEV. FROM TO DIFF (psi) (psi) (psi) (psi) (psi) 0.031 0.688 0.323 0.323 0.323 0.323 0.108 0.149 0.010 0.090 0.089 0.044 0.005 0.072 0.005 0.005 0.000 0.000 0.000 0.000 0.000 0.000 3.683 0.000 0.000 0.000 3.900 0.000 0.000 0.000 -0.217 -0.217 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.217 0.000 PT. 2 AND 3 45.28 40.12 5.17 40.12 24.59 11.85 24.59 22.00 2.59 22.00 19.41 2.59 19.41 18.11 1.30 18.11 9.03 5.17 9.03 8.27 0.76 8.27 7.23 1.04 7.23 7.13 0.10 7.23 7.13 0.32 7.13 7.04 0.31 7.13 8.46 -1.33 8.46 8.38 0.08 8.46 9.03 -0.57 8.38 8.29 0.09 8.27 8.29 -0.02 8.29 8.29 0.00 8.29 8.29 0.00 8.29 8.29 0.00 8.29 8.51 -0.00 8.29 8.29 0.00 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 Supply: 20.00 psi @ 1410.00 gpm WATER SUPPLY/DEMAND GRAPH FOSTER RIDGE LOTtt2: MOST DEMANDING TWO SPRINKLERS FLOW 1500 2000 Demand: 45.28 psi @ 131.08 gpm Sprinkler -+TALC 7.2 Win HYDRAULIC CALCULATIONS COVER SHEET FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS WATER SUPPLY STATIC PRESSURE (psi) 95 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1410 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 26.08 gpm AT A PRESSURE OF 40.12 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 016 POLYBUTYLENE 001 SCHEDULE 40 009 BLAZEMASTER CPVC FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS [ ] TEST AREA 1 REF. PT. HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 2 [ ] TEST AREA 3 [V] REMOTE AREA Elevation of sprinklers = Elevation above water test. K ELEV. ft 151 4.90 17.00 152 4.90 17.00 THE SPRINKLER SYSTEM FLOW IS FLOW gpm PRESSURE psi 13.08 7.13 13.00 7.04 THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING THE ABOVE RESULTS INCLUDE [ ] BACKFLOW PREVENTER [ ] DETECTOR CHECK VALVE 95.00 20.00 131.08 94.08 45.28 48.80 psi psi AT 1410.00 gpm gpm psi AT 131.08 gpm psi AT 131.08 gpm psi 26.08 gpm 100.00 gpm 5.00 gpm 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [X] METER [A] OTHER DEVICE o6J l Ci/e CIC LA -61V- PAGE 1 d43.4d,C dec•-e.e.mi FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, PAGE 2 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE 1 2 3 4 5 6 7 8 9 9 10 10 11 11 12 8 13 14 15 16 16 (gpm) (ft) 2 31.08 3 26.08 4 26.08 5 26.08 6 26.08 7 26.08 8 14.46 9 17.17 10 4.09 151 13.08 152 13.00 11 -8.91 12 2.71 7 -11.62 13 2.71 13 14 15 16 251 14 -2.71 0.00 0.00 0.00 0.00 0.00 150.00 8.50 1.00 5.00 1.00 9.00 4.00 4.00 10.00 0.50 0.50 16.00 ,7.00 5.00 13.00 4.00 5.00 7.00 24.50 0.50 28.00 FITS EQV. H -W PIPE (ft) C TYPE 3522 16.02 255 0.00 2 7.01 3 3.01 3 3.01 2 7.01 3 3.01 3 3.01 0 0.00 3 3.01 3 3.01 22 14.03 32 10.02 3 3.01 3 3.01 0 0.00 3 3.01 0 0.00 32 10.02 3 3.01 23 10.02 150 120 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 16 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 DIA. FRIC. ELEV. (in) (psi) (psi) 1.528 0.824 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.884 0.031 0.688 0.323 0.323 0.323 0.323 0.108 0.149 0.010 0.090 0.089 0.044 0.005 0.072 0.005 0.005 0.000 0.000 0.000 0.000 0.000 0.000 3.683 0.000 0.000 0.000 3.900 0.000 0.000 0.000 -0.217 -0.217 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.217 0.000 A MAX. VELOCITY OF 15.69 ft./sec. OCCURS BETWEEN REF. PT. 2 AND 3 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FROM (psi) TO DIFF (psi) (psi) 45.28 40.12 5.17 40.12 24.59 11.85 24.59 22.00 2.59 22.00 19.41 2.59 19.41 18.11 1.30 18.11 9.03 5.17 9.03 8.27 0.76 8.27 7.23 1.04 7.23 7.13 0.10 7.23 7.13 0.32 7.13 7.04 0.31 7.13 8.46 -1.33 8.46 8.38 0.08 8.46 9.03 -0.57 8.38 8.29 0.09 8.27 8.29 -0.02 8.29 8.29 0.00 8.29 8.29 0.00 8.29 8.29 0.00 8.29 8.51 -0.00 8.29 8.29 0.00 P R E 5 5 u R E 150.00 140.00 130.00 120.00 110.00 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 WATER SUPPLY/DEMAND GRAPH FOSTER RIDGE LOTU2 : MOST DEMANDING TWO SPRINKLERS A■ 0 500 1000 1500 2000 0 Supply: 20.00 psi @ 1410.00 gpm FLOW ED Demand: 45.28 psi @ 131.08 gpm Sprinkler--CALC 7.2 Win HYDRAULIC CALCULATIONS COVER SHEET FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS WATER SUPPLY STATIC PRESSURE (psi) 95 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1410 BOOS T E R PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 26.08 gpm AT A PRESSURE OF 40.12 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 016 POLYBUTYLENE 001 SCHEDULE 40 009 BLAZEMASTER CPVC FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: ( ] TEST AREA 1 [ ] TEST AREA 2 REF. PT. [ ] TEST AREA 3 [10 REMOTE AREA Elevation of sprinklers = Elevation above water test. K ELEV. FLOW PRESSURE ft gpm psi 151 4.90 17.00 13.08 7.13 152 4.90 17.00 13.00 7.04 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING 95.00 psi 20.00 psi 131.08 gpm 94.08 psi 45.28 psi 48.80 psi AT 1410.00 gpm AT 131.08 gpm AT 131.08 gpm PAGE 1 26.08 gpm 100.00 gpm 5.00 gpm -Foe' d--cSILtc eu.2 THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] DETECTOR CHECK VALVE [X] METER [X] OTHER DEVICE c6atte Cie -CIL VII Ve FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T!/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 31.08 150.00 3522 16.02 150 16 1.528 0.031 0.000 45.28 40.12 5.17 2 3 26.08 8.50 255 0.00 120 1 0.824 0.688 3.683 40.12 24.59 11.85 3 4 26.08 1.00 2 7.01 150 9 0.884 0.323 0.000 24.59 22.00 2.59 4 5 26.08 5.00 3 3.01 150 9 0.884 0.323 0.000 22.00 19.41 2.59 5 6 26.08 1.00 3 3.01 150 9 0.884 0.323 0.000 19.41 18.11 1.30 6 7 26.08 9.00 2 7.01 150 9 0.884 0.323 3.900 18.11 9.03 5.17 7 8 14.46 4.00 3 3.01 150 9 0.884 0.108 0.000 9.03 8.27 0.76 8 9 17.17 4.00 3 3.01 150 9 0.884 0.149 0.000 8.27 7.23 1.04 9 10 4.09 10.00 0 0.00 150 9 0.884 0.010 0.000 7.23 7.13 0.10 9 151 13.08 0.50 3 3.01 150 9 0.884 0.090 -0.217 7.23 7.13 0.32 10 152 13.00 0.50 3 3.01 150 9 0.884 0.089 -0.217 7.13 7.04 0.31 10 11 -8.91 16.00 22 14.03 150 9 0.884 0.044 0.000 7.13 8.46 -1.33 11 12 2.71 7.00 32 10.02 150 9 0.884 0.005 0.000 8.46 8.38 0.08 11 7 -11.62 5.00 3 3.01 150 9 0.884 0.072 0.000 8.46 9.03 -0.57 12 13 2.71 13.00 3 3.01 150 9 0.884 0.005 0.000 8.38 8.29 0.09 8 13 -2.71 4.00 0 0.00 150 9 0.884 0.005 0.000 8.27 8.29 -0.02 13 14 0.00 5.00 3 3.01 150 9 0.884 0.000 0.000 8.29 8.29 0.00 14 15 0.00 7.00 0 0.00 150 9 0.884 0.000 0.000 8.29 8.29 0.00 15 16 0.00 24.50 32 10.02 150 9 0.884 0.000 0.000 8.29 8.29 0.00 16 251 0.00 0.50 3 3.01 150 9 0.884 0.000 -0.217 8.29 8.51 -0.00 16 14 0.00 28.00 23 10.02 150 9 0.884 0.000 0.000 8.29 8.29 0.00 A MAX. VELOCITY OF 15.69 ft./sec. OCCURS BETWEEN REF. PT. 2 AND 3 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 150.00 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 WATER SUPPLY/DEMAND GRAPH FOSTER RIDGE LOT#2: MOST DEMANDING TWO SPRINKLERS 0 500 1000 1500 2000 Supply: 20.00 psi @ 1410.00 gpm FLOW rlh ■■ Demand: 45.28 psi @ 131.08 gpm Sprinkler -CALL 7.2 Win SEP -18-2006 17:31 FROM: HYDRAULIC CAL C U L AT I O N S COVER SHEET FOSTER RIDGE LOT42 : MOST DEMANDING TWO SPRINKLERS WAT E R SUPPLY STATIC PRESSURE (psi) 95 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1410 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 TO:12065754439 P.2'9 THIS SYSTEM OPERATES AT A FLOW OF 26.08 gpm AT A PRESSURE OF 40.12 psi. AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 016 POLYBUTYLENE 001 SCHEDULE 40 009 BLAZEMASTER CPVC -3W3T�^7 SEP -18-2006 17:32 FROM: FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS HYDRAULIC CALCULATIONS AT SPECIFIED FLOW [ ] TEST AREA 1 TO:12065754439 P.3.9 THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 2 [ ] TEST AREA 3 [ 1 REMOTE AREA Elevation of sprinklers Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 151 4.90 17.00 13.08 7.13 152 4.90 17.00 13.00 7.04 THE SPRINKLER SYSTEM now IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW 1S THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 95.00 psi RESIDUAL PRESSURE 20.00 psi AT 1410.00 qpm TOTAL SYSTEM FLOW 131.08 gpm AVAILABLE PRESSURE 94.08 psi AT 131.08 gpm OPERATING PRESSURE 45.28 psi AT 131.08 gpm PRESSURE REMAINING 48.80 psi PAGE 1 26.08 gpm 100.00 gpm 5.00 gpm .j,. dr ClO C LcSd, C THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT RFF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] DETECTOR CHECK VALVE [)Cd METER [K] OTHER DEVICE Dau to asbek I41fre SEP -18-2886 17:32 FROM: FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS TO:12065754439 P.4/9 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1.145 Elbow, 2..90 Elbow, 3='T'/Cross, 41.Euttertly Valve, 5=Gate Valve, 61Swing check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV, FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 31.00 150.00 3522 16.02 150 16 1.528 0.031 0.000 45.28 40.12 5.17 2 3 26.00 0.50 255 0.00 120 1 0.824 0.600 3.683 40.12 24.59 11.85 3 4 26.08 1.00 2 7.01 150 9 0.884 0.923 0.000 24.59 22,00 2,59 4 5 26.08 5.00 3 3.01 150 9 0.884 0.323 0.000 22.00 19,41 2.59 5 6 26.08 1.00 3 3.01 150 9 0.884 0.323 0,000 19,41. 18.11 1.30 r_ -, �e no n nn A 7 n, Ian n n OOA n "47/ n ann 10 11 Q n"7 R 17 SEP -18-2066 17:33 FROM: FOSTER RIDGE LOT#2 : MOST DEMANDING TWO SPRINKLERS TO:12065754439 P.4'9 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Buttertly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. M -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 31.09 150.00 3522 16.02 150 16 1.528 0.031 0.000 45.28 40.12 5.17 2 3 26.00 0.50 255 0,00 120 1 0.824 0.688 3.683 40.12 24.59 11.85 3 4 26.08 1.00 2 7.01 150 9 0.884 0.323 0.000 24.59 22.00 2,59 4 5 26.08 5.00 3 3.01 150 9 0.884 0.323 0.000 22.00 19,41 2.59 5 6 26,08 1.00 3 3.01 150 9 0.884 0.323 0,000 19.41 18.11 1.30 6 7 26.08 9.00 2 7.01 150 9 0.884 0.323 3.900 18.1.1. 9.03 5.17 7 8 14.46 4.00 3 3.01 150 9 0.884 0,108 0.000 9.03 8,27 0.76 8 9 17.17 4.00 3 3.01 150 9 0,884 0.149 0.000 8.27 7.23 1.04 9 10 4.09 10.00 0 0.00 150 9 0.884 0.010 0.000 7.23 7.13 0.10 9 151 13.08 0.50 3 3.01 150 9 0.684 0,090 -0.217 7.23 7.13 0.32 10 152 13.00 0.50 3 3.01 150 9 0.884 0,089 -0.217 7.13 7.04 0.31 10 11 -8.91 16.00 22 14.03 150 9 0.864 0.044 0.000 7.13 8.46 -1.33 11 12 2.71 7.00 32 10.02 150 9 0.884 0.005 0.000 8.46 8.38 0.08 11 7 -11.62 5.00 3 3.01 150 9 0,884 0.072 0.000 8.46 9.03 -0.57 12 13 2.71 13.00 3 3.01 150 9 0.884 0.005 0.000 8.38 8.29 0,09 8 13 -2.71 4.00 0 0.00 150 9 0.884 0.005 0.000 8.27 8.29 -0.02 13 14 0.00 5.00 3 3.01 150 9 0,884 0.000 0.000 8.29 8.29 0.00 14 15 0.00 7.00 0 0.00 150 9 0.864 0.000 0.000 8.29 8.29 0.00 15 16 0.00 24.50 32 10.02 150 9 0.884 0.000 0.000 8.29 8.29 0.00 16 251 0.00 0.50 3 3.01 150 9 0.884 0.000 -0.217 8.29 8.51 -0.00 16 14 0.00 28.00 23 10.02 150 9 0.864 0.000 0.000 8.29 8.29 0.00 A MAX. VELOCITY OF 15.69 ft./sec. OCCURS BETWEEN REF. PT. 2 AND 3 Spiinkle,r-'CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. SEP -18-2006 17:33 FROM: P R E IS I S i U R E 150.00 140.00 130.00 120,00 110.00 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10,00 0.00 TO:12065754439 P.5.9 WATER SUPPLY/DEMAND GRAPH FOSTER RIDGE LOT#2: MOST DEMANDING TWO SPRINKLERS 0 500 1000 Supply 20.00 psi @ 1410.00 gpm PLOW 1500 Demand. 45.28 psi @ 131.08 gpm 2000 Sprinkler -CALL 72 Win 314" TEST AND DRAIN 37'-0" 111-0" 01-0" 16'-0" -1" 2L6 '-2" 5'-0 5'0' 1 -10" 4 11 2'-6" 2'-6' If 9 C.4 Lc.) 2,- \ \ 9 0) 2'-6" 5`-0 2'-6" x FAMILY ROOM 5'-0" j 210 64 4x10 d Abo (5. 0 2'-5 1/2' 3" 2'-5 1/2" I 11 NOOK I I 11 BeArh to be Sized - --thy Engirmr 3'-0" x Is. / • I • / • / x / 0 0 0. KITCHEN tx -70 2e6" 3/4" POWDER ROOM a'-9 7/8" 41:r // // C) 3 2 -6" x 5'-C rrl 2'-6" x 5'-0" DIN INOOOM 0 0 I 86" cr----44—r:M__BeamlcbeSizeit— a= - I am. bleb. gineer = = = LinextflEbarAtmv = — — t /4 3'-1 _. 2'-8" 314' TO UPPER LEVELS It 3/4" RISER (SEE DETAL) WaNIVATTat .41 01440111" " Crawl Space Access 1.4 18" x 24" THERMAL BARRIER PROVIDED BY OTHERS 2 CAR GARAGE 4" Poured Concrete Slab over 4" Granular Fill Line of Walls Above 51 Solid Blocking 11 11 11 16'-0" x 7'-0" 0 FOYER SPRINKLER - COVERAGE FROM ABOVE R.O. 16'-3" x 7'-3" '-0" 1V-0" 3'-0" Set Beam Height to 8'-O" Typ @ Porch LIVING ROOM 3/4' ar‘ Provide Half Porch Post 2'-6" x Comer 2'-6" 5/4" TK over 2x10 Cedar PT Joists Decking Cantilevered 10" on Front C 4'-0" 1/2" Deck Edge 2`-6" 2'-6" 1 '-O" 61/2",, 22'-0" 9 T". 15'-0" 37'-0" BLAZEMASTER CPVC TO SYSTEM -WATER PSI GAUGE FLOWSWITCH 3/4" CONTROL VALVE 3/4" AMES B2000 >.-3/4" CONTROL VALVE ---TO DOMESTIC 1/2" UNDERGROUND SEE St -FE PLAN FOR CONT. RISER DETAIL N.T.S. DESIGN INSTALLATION: MATERIAL AND DEVICES: PIPE FITTINGS: HANGERS: Main Floor Plan SCALE: 1/4" = -0" Nv GENERAL NOTES:, PER N.F.PA. #13D REQUIREMENTS AND TYCO LF II RESIDENTIAL PENDENT DESIGN CRITERIA PER N.F.PA. 4113 U.L. LISTED AND/OR FM. APPROVED BLK STL STD WT SCH 40; BLAZE -MASTER CPVC SCH. 80 C.I. STD. Wf SCREWED, BLAZEMASTER CPVC SCREWED INSTALLED AND SPACED PER N.F.PA. 413 - DENOTES HYDRAULIC REFERANCE POINT * ALL PENETRATIONS THROUGH FLOORS TO BE. SEALED WITH INTUMESCENT FRE CAULK * IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT IN AND AROUND ALL WET SPRINKLER PIPING WATERFLOW INFO: STA -TIC: 97 PSI RESIDUAL 20 PSI FLOWING: 1450 GPM CIRCULATING MAIN NO REALMVE ELEVATION Area Summary Basement Floor: N/A Main Floor Plan: 964 sf Upper Floor Plan: 1060 sf Total Area: 2024 sf Garage: 495 sf Decks: N/A 3/8" SUPER SAMMY SIDEWINDER OW 6'-11" ir 5'-O" x 4`-6" 11 OBS BATH 6'-9" 5'-0 1/4" 51-9 1/4" 3/4" Sb 2'-6" 0 13 .0" 5'-0" x 3`-6" BEDRM 2'4 1/2" HYDRAULIC NAMEPLATE THIS SYSTEM IS DESIGNED TO PROVIDE 13 GPM AT 7.04 PSI TO THE SINGLE MOST DEMANDING SPRINKLER. THIS SYSTEM WILL DELIVER 13 GPM AT 27.65 PSI AT THE BASE OF THE RISER W/ 100 GPM HOSE ALLOWANCE OCCUPANCY: RESIDENTIAL DWELLING sb 3/4' 410 Hdr 3/4" Above Haff Wall 3' High to Here 4 Q11 03 iTo 2' V sb MASTER BEDROOM co tti A 2x10 F Tr WALK 4 CLOSET I 14'-9 1/2" 2'-6" x 3'-6" 2'-6" x 4'-0 2'-6" x 4`-0" 2'-6" 2'-6" 1'-1 1/2" 7'-6" 2'-6" x 2 BEDROOM #4 PITCH DOWN ALONG SLOPE ,-OF DECK 314' orcri BELOW ca 3 Provide Furnace Platform per 2006 Uniform Mechanical Code 2x12 Ledger for Rafters - Connect w/ Simpson LSSU 210 or Equal Typ 3'-0" x 3`-0" 2'- 13'-0" .r` \ \ vide 41-5 3/4" 1'-1 1/2" 3'-1 3/4" / 7'-7 1/2" 3/8" ROD COUPUNG REOT) A.T.R. /—LOOP—RING HANGER IPE Co SITE PLfi,tiiTis BOTTOM CHORD OF TRUSS CPVC HANGER DETAILS STRAP HANGER DETAIL 3/8" SUPER SAMMY SIDEWINDER Safety HYDRAULIC NAMEPLATE THIS SYSTEM IS DESIGNED TO PROVIDE 13 GPM AT 7.04 PSI TO THE TWO MOST DEMA1G SPRINKLER& THIS SYSTEM" WILL DELIVER 26.08 GPM AT 40.12 PSI AT THE BASE OF THE RISER W/ 100 GPM HOSE ALLOWANCE OCCUPANCY: RESIDENTIAL DWELLING Upper Floor Plan \irri SCALE: 1/4' = N‘" 12 X12 FLOOR JOIST 3/8" ROD COUPLING (IF REQ'D) 3/8" A.T.R. GOP—RING HANGER CPVC HANGER DETAILS IPE STRAP HANGER DETAIL_ 1" CPVC PIPE BOTTOM CHORD OF TRUSS 4,0,444 2 HOLE PIPE STRAP 41.°111' 440111t 2 HOLE STRAP CPVC HANGER DETAILS StCURE INS s TO EAC '0 '• EPTED Wthout As Not Per Th 1 r ese plans halm Prexientionliurea st ndaricIs. Accept omissioTs whidd st rtbaros Old 01° lac equav of de . Additions, dplet th state wiry resubmttal of be omments In Red A • +e er eviewied by The Tuk'W a Fir4- r confprmancie with gurrentlity nc is subject to errors anc! 110 C ndrauthdhe vio orls/otadeOttEr Htt n cesA-Th e refs for-Ithe rets tot Or quire rawings •r s •se uent approval. 1 tuKWILA hIRE. ULHAil Please call: 575-4407 and give this job No.0e— 5" 3 7--(3 and exact address for shut. R-40 BLOWN — IN INSULATION + + + FT FfACED-1- ±JLATtbN + + + + + + 4- Filal acceptance is su T t to fielREkianVAspection by vpntion Rigeati. Date: 6/(7 F -I WITH INSULATION DETAIL FOR FIRE SUPPRESSION PIPING IN ATTIC NO SCALE THIS WORK TO BE COORDINATED WITH G.C. BOTTOM CHORD OF TRUSS PAP SPRINKLER SCHEDULE & LEGEND SPRINKLER DESCRIPTION a 0 11 0 0 (1) pb LLJ 0 LLJ PROTECTION Ld LL ORT DESIGNER SCALE CHECK BY FILE NUMBER APPROVAL M.W.H. AS NOTED DATE 4-2-2008 DRAWING NO, FP -1 2008 Tukwila Fire -741 37