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HomeMy WebLinkAboutPP - 11866 42ND AVE S - CARY LANG CONSTRUCTION / ALLENTOWN LOT 50 - PERMITS AND PLANS11866 42ND AVE S ASSOCIATED PERMITS 17-S-227 D17-0238 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: G 4 ti a° Av.p Tenant Name: Cry L-4.183 &,A54-r1J/'C'4:111 Property Owner's Name:r-y 3(, 1942-e r. King Co. Assessor's Tax No.: 3 3 t L 0- O cnO Suite Number:_ Floor: New Tenant? Er Yes ❑ - No Mailing Address: oQ°t 5"" Avt �.P Qt WAY City I IAM qc131( State Zip CONTACT PERSON -if there are questions about the submittal. Name: Z -44.0_l `` i" y( f Day Telephone: �J4 J .2.3-1-04( Company Name: GiACIL�� r j -.e Pra`i�L`i'imi 1 / C --GLAC1 Fp93yms Mailing Address: P6 PSQc 1)(144 13.6Ar e_y La k�, W,4: 9421(49fCity ll �qq State Zip E-mail Address: 3D. �Q IA/ i -L i --Fp . L601 Fax Number: n! /4 K r t n in Contractor's City of Tukwila '15 NICET III number: 1{�{ - 6 k r2 - /' Business License number: gU5 - d4:kagdi-1,,* Total number of new/relocated devices or sprinkler heads: g 2 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Pr-AyAPA e,515 AAA. n +A 6,1 �6A.4ru(2k /1 FAY. MF Ptl 13 b -yriA 1 ar Sxci'n . PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: OR AUTHORIZED AGENT: Plan Permit App.doc Date: - '"7 Day Telephone: e6t)- LI 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P/7- 623 /7-—5-22�- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: J _ I -1--- Sprinklers: r Type of Inspection: /_,/,1441FaW" Address: / �,n_ Suite #: ighL, /-e)`►v� G S Contact Per gra Special Instructions: itipi,Pre-Fire: ,•-e...._4,„pd l,pc-e'1/-�61 - 41c%V'L s e> sszedi S 5\p/ c d Phone No.: Permits: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Kee- (4-- 7-1.1---- i /1-ee eJ /351.0tx dti 3�� ti .2_ s. G?ort" /6th( , ,G 11 5pyi n e/v Alai Wreve-e) - Bel( ra itipi,Pre-Fire: ,•-e...._4,„pd l,pc-e'1/-�61 - 41c%V'L s e> sszedi S 5\p/ c d Permits: Needs Shift Inspection: Sprinklers: Fire Alarm: Hrs.: I Hood & Duct: ,G 11 Monitor: itipi,Pre-Fire: Permits: Occupancy Type: Inspector: rfrt c4._____ Date: ! mg- Hrs.: I $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project/WA roject: / 6464/14l�/ 0 '1— S� Type of Inspectio �n / iv Address: i / �l Suite #: / (40/0 1+2 0 Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Ft griwuzor /1.7 -7-?44 h Po) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 23 G � Date: f /2....3/4eV Hrs.: 7 $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: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 Hydraulic OvervL Job Number. 40011 • 11/15/2017 7:34:39AM Page 1 Job Number 40011 Design Engineer ERIN CLAYTON Job Name: ALLENTOWN LOT 50 Phone 3035515308 FAX Address 1 11866 42ND AVE. S State Cerlification/Llcense Number Address 2 TUKWILA, WA98168 AHJ Address 3 Job Site/Buckling System Density 0.050gpm/ft2 Area of Application 900.00ft2 (Actual 363.29ft2) Most Demanding Sprinkler Data 4.4 K -Factor 25.00 at 32.283 Hose Streams 0.00 Coverage Per Sprinkler 320.00ft2 Number Of Sprinklers Calculated 2 System Pressure Demand 142.003 System Row Demand 50.31 Total Demand 50.31 @ 142.003 Pressure Result +7.986 (5.3%) Supplies t a`� Check Point Gauges Node Name Flow(Qpm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(aom). 1 Water Supply 8000.00 150.000 20.000 40011 A1n iwn Lot 517 Garage Left ihfafer Supply at Node 1 {8001}.100, 0.00, 150.000, 20.000) t .. • •..JI L,D. 200 - 180 160 1- ••_ • • t :Static 140 Pressure 50 31 @ 142.003 150.000 >•.. c_r`'•.L — • , ---1 . _120_ a 100 \ -- 80 ad -System 60 = 40 demand curve 20 = 8000 00 CM 20.000 0 1611111111111111 1111111111 111 11 111111 111111111 1 11 1111 1111 I 11 160&200 7750 9300 10850 12400 13950 15500 Water flow, gpm 11/15/2017 7:34:39AM Page 1 Hydraulic Summa Job Number: 40011 Job Job Number 40011 Deagn Enpiaeer ERIN CLAYTON Job Name: ALLENTOWN LOT 50 State Certification/License Number Address 1 11866 42ND AVE. S AHJ Address 2 TUKWILA, WA 98168 Job Site/Bulkling Address 3 Drawing Name 40011 Allentown Lot 50 Garage Left System RemoteArea(s) Most Demanding Sprinkler Data 4.4 K -Factor 25.00 at 32.283 Occupancy Residential Job Suffix Hose Allowance At Source 0.00 Density 0.050gpm/ft2 Area of Application 900.00ft2 (Actual 363.29ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 320.00ft2 Auto Peak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand 50.31 Total Water Required (Including Hose Allowance) 50.31 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.28 between nodes 6 and 5 Maximum Velocity Under Ground Volume capectty of Wet Pipes 26.98ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available,,,Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 150.000 20.000 8000.00 149.989 50.31 142.003 7.986 Contractor Contractor Number 21 Contact Name JAKE BOX Contact Title OWNER Name of Contractor: GLACIER FIRE PROTECTION LLC Phone 253.501.7558 Extension Address 1 PO BOX 7980 FAX Address 2 BONNEY LAKE, WA 98391 E-mail www.glacierfireprotection.com Address 3 Web -Sae ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:34:41AM Page 2 lid Hydraulic Gra Job Number. 40011 200 Water Supply at Node 1 r\cpui l uCscl 11/11U1 1. rCesluenual t 1) 180 160 —Static 140 —* A 50.31 Pressure 0 142.003 150.000 120 ,75 — Q — g100 _ N _ La_ 80 =System 60 demand cure 40 20— 0 11 11111 11 111 11 11I 11 11 1 1 1 1 1 1 8000.00 1 1 1 I 1 @ 20.000 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I I 95503100 4650 6200 7750 9300 10850 Water flaw, gpm 12400 13950 15500 Hydraulic Graph Water Supply at Node 1 Static: Pressure 150.000 Residual: Pressure 20.000 @ 8000.00 Available Pressure at lime or Test 149.989 @ 50.31 System Demand 142.003 @ 50.31 System De,, (Including Hose Allowance at Source) 142.003 @ 50.31 .t.l'.I;HU, Inc. i€j AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:34:43AM Page 3 Summary Of Outflowing Devices Device Actual Flow (qpm) Minimum Flow (qpm) Job Number: 40011 Report Description: Residential (1) K -Factor (K) Pressure (psi) Density (qpmpft2) Coverage (Foot) c. Sprinkler 101 25.00 25.00 4.4 32.283 0.078gpm/ft2 320.00ft2 Sprinkler 102 25.31 25.00 4.4 33.095 0.079gpm/ft2 320.00ft2 > Most Demanding Sprinkler Data L • © M.E.P.CAD, Inc. i AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:34:44AM Page 4 Node Analysis Job Number: 40011 Report Description: Residential (1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 142.003 50.31 101 9'-0 Spr(-32.283) 32.283 25.00 102 9'-0 Spr(-33.095) 33.095 25.31 2 9'-6 T(5'-0) 33.454 3 9'-6 T(5'-0), Tr(t-0) 33.913 4 9'-6 T(5'-0), Tr(1'-0) 34.299 5 -0'-9 PRV(-79.025) 121.321 6 -3'-0 127.726 [, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:34:45AM Page 5 Hydraulic Analysis Job Number. 40011 Report Description: Residential (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream f Route 1 BL 1.1010 25.00 8.42 150 0.102815 1'-6 12'-0 13'-6 Pf 1.388 Pe -0.217 Pv 101 9'-0 25.00 4.4 32.283 Sprinkler, 2 9'-6 33.454 E(7-0), T(5'-0) BL 1.1010 20.83 7.02 150 0.073379 5'-3 1'-0 6-3 Pf 0.458 Pe Pv 2 9'-6 33.454 3 9'-6 33.913 Tr(1'-0) BL 1.1010 25.00 8.42 150 0.102815 2'-9 1'-0 3'-9 Pf 0.386 Pe Pv 3 9'-6 4.17 33.913 Flow (q) from Route 3 4 9'-6 34.299 Tr(1'-0) BL 1.3940 50.31 10.58 150 0.118826 13'-11 16-0 29'-11 Pf 82.578 Pe 4.444 Pv 4 9'-6 25.31 34.299 Flow (q) from Route 2 5 -0'-9 121.321 2E(8'-0), PRV(-79.025) BL 1.2440 50.31 13.28 150 0.206868 22'-3 4'-0 26-3 Pf 5.430 Pe 0.975 Pv 5 -0'-9 121.321 6 -3'-0 127.726 E(4'-0) BL 1.5980 50.31 8.05 150 0.061101 70'-0 70'-0 Pf 14.277 Pe Pv 6 -3'-0 127.726 1 -3'-0 142.003 WMV(-10.000), S 0.00 Hose Allowance At Source 1 50.31 -• Route 2 BL 1.1010 25.31 8.53 150 0.105204 1'-6 12'-0 13'-6 Pf 1.420 Pe -0.217 Pv 102 9'-0 25.31 4.4 33.095 Sprinkler, 4 9'-6 34.299 E(7'-0), T(5'-0) i Route 3 BL 1.1010 4.17 1.40 150 0.003736 81'-7% 41'-0 122'-7% Pf 0.458 Pe Pv 2 9'-6 33.454 3 9'-6 33.913 2E(7-0), 4T(5'-0), 6Tr(1'-0), cplg(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) . C Value Multiplier Actual Inside Diameter 4 87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter -) = Factor ©M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 11/15/2017 7:34:47AM Page 6 Hydraulic Analysis, Pipe Type Diameter Flow Job Number. 40011 Report Description: Residential (1) Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe T} nd Unittt::eger Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN ff 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z ti Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/.° Elbow 221/z Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wrsbo Water Meter Valve Cap �a © M.E.P.CAD, Inc. iC AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:34:47AM Page 7 Hydraulic Overview Job Number: 40011 • ©M.E.P.CAD, Inc. 4v AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:07AM Page 1 Job Number 40011 Design Engineer ERIN CLAYTON Job Name: ALLENTOWN LOT 50 Phone 3035515308 FAX Address 1 11866 42ND AVE. S State Get P tion/I rise Number Address TUKWILA, WA 98168 AHJ Address 3 Job Site/Bulling System Densky 0.050gpm/ft2 Arta of Appkatlon 900.00ft2 (Actual 258.26112) Most Demanding Sprinkler Date 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Sprinkler 256.00ft2 Number Of Sprinklers Calculated 2 System Pramual Demand 117.608 System Flow Demand 26.08 Total Demand 26.08 @ 117.608 Pressure Result +32.389 (21.6%) Supplies Check Paint Gauges Node Name Flow(apm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(Kt Flow(opm2 1 Water Supply 8000.00 150.000 20.000 40011 Allentown Lot 50 Garage Left Water Supply at Node 1 (8000.00, 0.00, 160.000, 20.000) t .. 200 = 180 160 r � i 140 120 ---7,6 Static Pressure 08 @ 117 150.000 606 �t�- J u• .j . __ r 1. wAA I I . _ a 100 _ a` 80 ESystem 60 = demand curve 40 = 20 = 8000 00 (M 20.000 4 X11111111011111 11111 11111 111 11 111111 111111111 1 1I 1111 1111 1 11 O 1 a�s1N/3b(20D 7750 9300 10850 12400 13950 15500 Water flow, gpm ©M.E.P.CAD, Inc. 4v AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:07AM Page 1 Hydraulic Summar Job Number. 40011 Report Description: Residential (2 Job . Job Number 40011 Design Engineer ERIN CLAYTON Job Name: ALLENTOWN LOT 50 State Certification/License Number Address 1 11866 42ND AVE. S AHJ Address 2 TUKWILA, WA98168 Job Sae/Building Address 3 Drewmg Name 40011 Allentown Lot 50 Garage Left System Remote Area(s) �. . Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job Suffix Hose Allowance At Source 0.00 Density 0.050gpm/ft2 Area of Application 900.00ft2 (Actual 258.26ft2) Additional Hose Supplies Node Flow(gpml Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand 26.08 Total Neter Required (Including Hose Allowance) 26.08 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.79 between nodes 11 and 10 Maximum Velocity Under Ground Volume capacity of Net Pipes 26.98ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available,...,Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 150.000 20.000 8000.00 149.997 26.08 117.608 32.389 Contractor Contractor Number 21 Contact Name JAKE BOX Contact Title OWNER Name of Contractor: GLACIER FIRE PROTECTION LLC Phone 253.501.7558 Extension Address 1 PO BOX 7980 FAX Address 2 BONNEY LAKE, WA 98391 E-mail www.glacierfireprotection.com Address 3 Web -Site .. © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:09AM Page 2 M3 Hydraulic Graph Job Number. 40011 • 200 Water Supply at Node 1 180 160 —Static 140 Pressure 150.000 120 —26.08 N — Q — Q 117.608 1100 = _ 80 :System 60 demand curare 40 20 — J —u 1111111 111 11 111 11 11 1 1 111 1 8000.00 1 1 1 1 @ 20.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 05503100 4550 6200 7750 9300 10850 Water flow, gpm 12400 13950 15500 Hydraulic Graph Water Supply at Node 1 Static: Pressure 150.000 Revd.' : Pressure 20.000 @ 8000.00 Available Pressure at Time of Test 149.997 @ 26.08 System Demand 117.608 @ 26.08 System Denend pndudnp Hae Albwana et Source) 117.608 @ 26.08 ©M. E. P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:10AM Page 3 Sui#ntil Devices Device Actual Flow (qpm) Minimum Flow (Wm) K -Factor (K) Pressure (psi) Job Number. 40011 Report Description: Residential (2) Density (gpmpft2) Coverage (Foot) Sprinkler 201 13.00 13.00 4.9 7.039 Most Demanding Sprinkler Data 0.051gpm/ft' 256.00ft2 [µ. © M.E.P.CAD, Inc. inAutoSPRINKO 12 v12.0.61.0 11/15/2017 7:37:12AM Page 4 Node Analysis Job Number: 40011 Report Description: Residential (2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(qpm) 1 -3'-0 S 117.608 26.08 201 18'-1 Spr(-7.039) 7.039 13.00 202 18'-1 Spr(-7.125) 7.125 13.08 3 9'-6 T(5'-0), Tr(1'-0) 18.814 4 9'-6 T(5'-0), Tr(1'-0) 19.232 5 -0'-9 PRV(-79.025) 103.754 6 -3'-0 106.339 7 18'-6 T(5'-0) 7.024 8 18'-6 T(5'-0), Tr(1'-0) 7.112 9 18'-6 T(5'-0) 8.008 10 18'-6 T(5'-0) 8.996 11 9'-6 Tr(1'-0), T(5'-0) 17.465 12 18'-6 T(5'-0) 8.220 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:13AM Page 5 ilyd Analys Job Number. 40011 Pipe Type Diameter Flow Velocity HWC Friction Loss ..-,+.....+cwnF,uvn Length . I NGJIUGI RIM kc/ Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary MI Route 1 DR 1.1010 13.00 4.38 150 0.030666 0'-5 Pf 0.166 201 18'-1 13.00 4.9 7.039 Sprinkler, 7 18'-6 7.024 T(5'-0) 5'-0 5-5 Pe -0.181 Pv BL 1.1010 6.28 2.12 150 0.007974 10'-0 Pf 0.088 7 18'-6 7.024 8 16-6 7.112 Tr(1'-0) 1'-0 11'-0 Pe Pv BL 1.1010 19.36 6.52 150 0.064041 9'-0 Pf 0.897 8 18'-6 13.08 7.112 Flow (q) from Route 2 9 18'-6 8.008 T(5'-0) 5'-0 14'-0 Pe Pv BL 1.1010 13.27 4.47 150 0.031843 16-0 Pf 0.987 9 18'-6 8.008 10 16-6 8.996 E(7'-0), 3Tr(1-0), T(5'-0) 15-0 31'-0 Pe Pv BL 1.1010 26.08 8.79 150 0.111174 13'-1 Pf 4.567 10 18'-6 12.81 8.996 Flow (q) from Route 3 11 9'-6 17.465 4E(7'-0) 28'-0 41'-1 Pe 3.902 Pv BL 1.1010 18.03 6.08 150 0.056171 14'-0'% Pf 1.350 11 9'-6 17.465 Tr(1'-0) 3 9'-6 18.814 E(7'-0), 2Tr(1'-0) 10'-0 24'-0'% Pe Pv BL 1.1010 26.08 8.79 150 0.111174 2'-9 Pf 0.417 3 9'-6 8.05 18.814 Flow (q) from Route 6 4 9'-6 19.232 Tr(1'-0) 1'-0 3'-9 Pe Pv BL 1.3940 26.08 5.48 150 0.035233 13'-11 Pf 80.078 4 9'-6 19.232 5 -0'-9 103.754 2E(8'-0), PRV(-79.025) 16-0 29'-11 Pe 4.444 Pv BL 1.2440 26.08 6.88 150 0.061339 22'-3 Pf 1.610 5 -0'-9 103.754 6 -3'-0 106.339 E(4'-0) 4'-0 26'-3 Pe 0.975 Pv BL 1.5980 26.08 4.17 150 0.018117 70'-0 Pf 11.268 6 -3'-0 106.339 1 -3'-0 117.608 WMV(-10.000), S 70'-0 Pe Pv 0.00 Hose Allowance At Source 1 26.08 f Route 2 DR 1.1010 13.08 4.41 150 0.031012 0'-5 5'-0 5-5 Pf 0.168 Pe -0.181 Pv 202 18'-1 13.08 4.9 7.125 Sprinkler, 8 18'-6 7.112 T(5'-0) v Route 3 BL 1.1010 12.81 4.32 150 0.029850 13'-0 13'-0 26'-0 Pf 0.776 Pe Pv 12 18'-6 6.09 + 6.72 8.220 Flow (q) from Route 4 and 5 10 16-6 8.996 E(7'-0), Tr(1'-0), T(5-0) -+ Route 4 BL 1.1010 6.09 2.05 150 0.007537 15-0 13'-0 28'-0 Pf 0.211 Pe Pv 9 16-6 8.008 T(5-0) 12 16-6 8.220 3Tr(1'-0), T(5-0) i' Route 5 BL 1.1010 6.72 2.27 150 0.009055 88'-0 Pf 1.195 7 16-6 7.024 12 18'-6 8.220 2E(7'-0), 5T(5'-0), 5Tr(1'-0) 44'-0 132'-0 Pe Pv +.t Route 6 BL 1.1010 8.05 2.71 150 0.012629 72'-10'Y Pf 1.350 11 9'-6 17.465 T(5'-0) 3 9'-6 18.814 6Tr(1'-0), 3T(5-0), E(7'-0), cplg(1'-0) 34'-0 106-10'% Pe Pv ` i r iet7 F`€ep ths' 1t .ar i F #In { Q il 1C Value tuiiiptier 4 87 / Actual Inside Diameter Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 r. �. .t.Y.GHU, Inc. i;AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:15AM Page 6 Hydraulic Analysis ti Pipe Type Diameter Fllow Job Number: 40011 Report Description: Residential (2) Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend r AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/40 Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/15/2017 7:37:15AM Page 7 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 11/15/2017 Mune Daft SITE PLAN 0 5 10 20 40 SCALE 1"=20'-0" NEW CITY CONNECTION / y BY OTHERS (1 NEW ELEC. BELL \ F<3 0 cn N z NEW 1" WATER METER / BY OTHERS 0 PROPERTY LINE GLACIER FIRE START POINT @ CHECK VALVE ALLENTOWN LOT 50 TOTAL SQ. FT.: 3,062 SQ. FT. GENERAL NOTES SCOPE OF WORK 1. THE FIRE PROTECTION SPRINKLER SYSTEM FOR THE SINGLE FAMILY DWELLING UNIT SHALL BE DESIGNED AND INSTALLED PER NFPA 13D, 2013. 2. CALCULATION FOR THE RESIDENCE SHALL BE PER NFPA 13D, 2013. 3. PIPE THROUGHOUT THE DWELLING UNIT TO BE CPVC SPRINKLER PIPING UNLESS NOTED OTHERWISE. 4. ALL HANGERS SHALL BE PLACED AND INSTALLED IN ACCORDANCE WITH NFPA 13, 2013. 5. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ.FT. AND LESS. 6. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT ARE LESS THEN 24 SQ.FT., THE LEAST DIMENSION DOES NOT EXCEED 3'-0 AND THE ROOM IS SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERALS. 7. SPRINKLERS SHALL NOT BE REQUIRED IN OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8. SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, CONCEALED SPACES, FLOOR/CEILING SPACES, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. 9. WIRING OF ANY NEW DEVICES IF REQUIRED IS BY OTHERS. 10. PAINTING AND LABELING OF PIPING IF REQUIRED IS BY OTHERS. FIRE SPRINKLERS SHALL NOT BE PAINTED OVER. 11. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN THE TEMPERATURE ABOVE 40°AT ALL TIMES. 12. A MAIN DRAIN IS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13D. HUB DRAIN SHALL BE PROVIDED BY OTHERS IF NEEDED. 13. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL ROUGH VISUAL INSPECTION IS COMPLETE. 14. MAXIMUM SPRINKLER SPACING COVERAGE (RESIDENTIAL PENDENT)16'-0 x 16'-0 AND (RESIDENTIAL DRY SIDEWALL) 16'-0 x 20'-0. 15. ALL VALVES TO BE LABELED IN ACCORDANCE WITH NFPA-13D. 16. PIPE SHALL BE REQUIRED TO REMAIN ON A 2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. GLACIER FIRE PROTECTION WILL PROVIDE ONE WET PIPE AUTOMATIC SPRINKLER SYSTEM TO PROTECT THE NEW RESIDENCE. A REGISTERED LEVEL ONE PLUMBER SHALL TAP INTO THE SPRINKLER SYSTEM WHERE SHOWN AND TIE INTO TOILET. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT WIRING AND SERVICES CEILING AND WALL REMOVAUREPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER SYSTEM. UNDERGROUND WORK OF ANY KIND DESIGN CRITERIA PER NFPA 13D (2013), CITY OF TUKWILA. RM -01 (RESIDENCE) THE DENSITY SHALL BE 25 GPM/SF OVER THE MOST REMOTE 2 SPRINKLERS WITHIN A COMPARTMENT. RM -02 (RESIDENCE) THE DENSITY SHALL BE 13 GPM/SF OVER THE MOST REMOTE 2 SPRINKLERS WITHIN A COMPARTMENT. Sprinkler Legend 2 a) 0 E IL 0 U) u- u� LL N_ N N .E IL a) E 2 s U Iv 0) cu u) c 0 NNa) l.l. V V O U V U 0 N C1) a) 0. c 0) (1.) a_ -71 :a in c a, c a) d rn 0 ('3 I.L v C n1 if5 0 0 rn v 0 IL cc v v w o✓ w LL co I0 ce Z 0 ll' M M M 0 c nY a� 0) a) c0 0) a) 2: m 0) a� Ta r_v 0) 0 co • FLOW TEST INFORMATION ( NORTH N FIRE SPRINKLER RISER O' WATER GAUGE 314" DRAIN Without Comments As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City st-andards. Acceptance is subject to errors and omissions which on not authorize violations of adopted 12':andards and ordinances The responsibility for the (I :.dequacy of desin' :;�srs totally with tre designer, Additions, deletior;s -evisions to tnese drawings after this date vviii v,Jid tr - cceptance and will r quire a Ife ubrnit a +s,.. c,r wings for subsequent approval. 1 f=inal accepca ,ce iW scioject to field test and inspection by I The Tukwila Fire Pievenoon Bur_au. Date:]' 17 By: DI 1 I ¥ / 4,0 rev.��1. 1'I ow C b„�ktiF� �C� re��;".&► 1. FRE, 5 'v W i t� . ...i �! i No j=5s for shui .'W o cation approval. DOMESTIC LINE BY OTHERS MAINTAIN 2" ANNULAR CLEARANCE AROUND PIPE 1" WFDNFT WATER FLOW DETECTOR 1 112" x 1 114" REDUCER 1 112" CHECK VALVE GLACIER FIRE PROTECTION, LLC TO START WORK HERE 1 112' WATER ENTRY BY OTHERS 111:::71117---111=-111=111=111=111=111E-111E111111_7= I 1 1=1 I WATER FLOW INFORMATION HAS BEEN PROVIDED BY MIKE CUSICK w/ TUKWILAWA SEWERANATER STATIC PRESSURE: 150 RESIDUAL PRESSURE: 20 PSI RESIDUAL FLOW: 1792 GPM DRAWING INDEX FP 0.10 SITE PLAN AND NOTES FP 2.10 MAIN FLOOR AND UPPER FLOOR FIRE SPRINKLER PLAN GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ PARCEL # 334740-0280 VICINITY MAP Untitled Map wore a dessrjpdon for your map.., PAID NOY 22 air 1018LA FI LO CO (0 LL! t FW- z 0 > Z 0 121 X LU z 0�Q� v- __I Q z Z __I in 2 52 ,„CL - 0 2 4 6 8 10 12 SCALE: 1/8" = DRAWN BY: ERIN CLAYTON REVISIONS NO. DESCRIPTION ,CITY APPROVAL A ASBUILT DATE: 11/15/17 CONTRACT #: 40011 FLOOR /AREA SITE PLAN AND NOTES SHEET NUMBER FP 0,10 1 of 2 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) I 3/4" 1" 1 1/4" 1 1/2" 1 2" 1 2 1/2" 1 3" 4" 6" 1 8" STEEL PIPE SCH 40, SCH 10, DF,EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A COPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A PER NFPA 13 9.2.2.1 (A) 7'-2'/2 13'-9'/2 8'-0 -7777 4'-2 2'-2Y 0'-10 1 MAXIMUM SPACING GARAGE 16'-0 x 20'-0 GLACIER FIRE PROTECTION, LLC TO START AT 1 1!2" CHECK VALVE CONTRACTO BY PLUMBING CONNECTION 7 -v ICONTRACTOR BY PLUMBI G CONNECTIO 11 11 MAIN FLOOR PLAN SCALE :1/4' =1'-0 0 Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpmIft2 for 900.00ft2 (Actual 363.29P) TOTAL HEADS FLOWING 2 K -FACTOR 4.4 TOTAL WATER REQUIRED 50.31 TOTAL PRESSURE REQUIRED 142.002 BASE of RISER (gpm) 50.31 BASE of RISER (psi) 142.002 SAFETY MARGIN (psi) +7.987 (5.3%) SPRAY RIGID FOAM INSULATION BY OTHERS NO - BLOCK FASTENER CPVC PIPE TJI JOIST PIPE TENT INSULATION DETAIL #1 SCALE :N.T.S. CPVC PIPE STRAP / AFCON MODEL 510 CPVC PIPE HEX HEAD SELF TAPPING SCREW AFCON #905 DOUBLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #1 SCALE : N.T.S. AFCON #514 HANGER CPVC SPRINKLER PIPE WOOD STRUCTURE TYPICAL HANGER DETAIL #2 SCALE : N.T.S. /// // // // / i BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATT TYPE INSULATION — COLD SPACE / SPRINKLER PIPE TRUSS CHORD OR JOIST GYPSUM BOARD CEILING PIPE SHALL BE REQUIRED TO REMAIN ONA2.25" CENTERLINE ON THE TOP OF THE BOTTOM TRUSS CORD ALLOWING FOR TENTING AND SHALL HAVE PRIORITY OVER OTHER TRADES. ADEQUATE INSULATION BY OTHERS /HANGER APPLICATION PIPE TENT INSULATION DETAIL #2 SCALE : N.T.S. STAND OFF HANGER #10x1" HEX HEAD CAP SCREW INSUALTION BY OTHERS VAPOR BARRIE STAPLED COMPOSITE WOOD I -JOIST GYP. BOARD) T&G CEILING 10d NAIL (TYP.) WOOD BLOCKING TJI SPACE SEMI-REC. PENDENT SPRINKLER RESTRAINER APPLICATION HEX HEAD SELF TAPPING SCREW\ CPVC PIPE SINGLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #3 SCALE : N.T.S. MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE 165 DEGREE OCCUPANCY CLASSIFICATION 200 DEGREE Residential DENSITY Finish 0.050gpmfft2 for 900.00ft2 (Actual 258.26ft2) SIDE OF OPEN OR RECESSED FIRE PLACE 36 in 2 12 in FRONT OF RECESSED FIREPLACE 60 in TOTAL WATER REQUIRED 36 in COAL -OR WOOD BURNING STOVE 42 in a) (1) 12 in KITCHEN RANGE 18 in 26.08 9 in WALL OVEN 18 in SAFETY MARGIN (psi) 9 in HOT AIR FLUES 18 in L 0 e. LL. 9 in UNINSULATED HEAT DUCTS 18 in 5.8 9 in UNINSULATED HOT WATER PIPES 12 in N 6 in SIDE OF CEILING OR WALL MOUNTED HOT AIR DIFFUSERS 24 in Model 12 in FRONT OF WALL MOUNTED HOT AIR DIFFUSERS 36 in RFC58I 18 in HOT WATER HEATER OR FURNACE 6 in M N 1(j <Ce< W 3 in LIGHT FIXTURE Manufacturer a) .so a w OW -250W 6 in a) 35 0 re 3 in PER NFPA 13D TABLE 7.5.5.3 PIPE TENT INSULATION DETAIL #3 SCALE : N.T.S. ARMOVER / DROP cyjz JO" 5��40 oQ 1V DROP DETAILS F k 1 \ 1 1'-0% CONNECTION 7'-13/ BY PLUMBING CONTRACTOR 6'-4'h • CONTRACTOR BY PLUMBING CONNECTION 1 1 '-0 7'-9'/d 11'-21/4 UPPE-R FLOOR PLAN Nk SCALE :1/4' = V-0 SCALE : N.T.S. Lk Hydraulic Information Temperature Remote Area 2 OCCUPANCY CLASSIFICATION 155°F Residential DENSITY Finish 0.050gpmfft2 for 900.00ft2 (Actual 258.26ft2) TOTAL HEADS FLOWING a; 2 K -FACTOR Response 4.9 TOTAL WATER REQUIRED Quick 26.08 TOTAL PRESSURE REQUIRED a) (1) 117.528 BASE of RISER (gpm) 26.08 BASE of RISER (psi) Type 117.528 SAFETY MARGIN (psi) Sidewall +32.468 (21.6%) WASHINGTON STATES CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 11/15/2017 Sprinkler Legend Temperature 155°F w Pp 155°F 212°F Finish White Chrome a; P. Response Quick 1Quick Quick Quick a) (1) Type Pendent Sidewall Sidewall Pendent L 0 e. LL. 4.9 ..1: 5.8 Quantity N r '- Total = 28 Model RFC49 F3RES44 v co w CC r u- RFC58I Z — CO t0 0 0_' M N 1(j <Ce< W (7) 10 Cl) M r C0 0 CL Manufacturer a) .so a w Reliable Reliable a) 35 0 re Symbol 076 NORTH GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ PARCEL # 334740-0280 SPRINKLER PLAN 0 2 4 6 8 10 12 SCALE: 1/4" =1'-0" DRAWN BY: ERIN CLAYTON REVISIONS NO. DESCRIPTION A CITY APPROVAL /31 DATE: 11/15/17 CONTRACT #: 40011 FLOOR / AREA MAIN AND UPPER LEVEL SHEET NUMBER FP 2.10 2 of 2