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HomeMy WebLinkAboutPP - 13026 56TH AVE S - RESIDENCE - PERMITS AND PLANS13026 56TH AVE S ASSOCIATED PERMITS D15-0156 15-5-140 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit VS= 0)1547 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Type ,00ff In ection: Address: 30 c)f, Suite #: /3,‘2._ 5-6 p444..e ' Contact rson: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C'u— e& Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ZAJ ( Date: 1z_9_7g—firs.: , t $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRPARTMENT 206-575-4407 Project: �� S. 6, lCti 7 1 !✓� Fire Alarm: Type of Inspection: ,S0 Cou-er �j a cce44- Address: 13 oab Suite #: 5`-6 J 5 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /41 VD '5fi , /6 e s t-- 0 uv 4-0w, 51_ / OU P'-1� 7 — o L a lL 2 C# Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:�� S Date:/V//A/4s- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 0 Job Number: 80021 - RM01-Playroom Report Description: Residential (01 -Playroom Job Job Number 80021 Design Engineer KEVIN RIDER Job Name: LOT 56 TUKWILA State CertSratIonAJcense Number REDHAHF901QP Address 1 13026 56TH AVE. S Al -IJ CITY OF TUKWILA Address 2 Job Sited3uPding Address 3 TUKWILA, WA 98178 Drawing Name 80021_FP 2.01_ROo_(Lot 56 -Floor Plans) System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Ocwpncy Job Sum Residential RM01-Playroom Hose Allowance At Source 0.00 Density Area of Application 0.050gpm/ft2 900.00ft2 (Actual 281.71ft2) Additional Hose Supplies Node Flow(qpm) Number Of Spdnlders Calculated 1 Coverage Per Spdnider 2 i 256.00ft2 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAW H F901 QP �{ Taal Hese streams o.00 System Flow Demand Total Water Required (Inducting Hose Allowance) 34.29 34.29 y ) 77 -Z:77 -- '6 CAA, +.cr 7-Z:.? - 09/09/15 Expires Signature Date 12/31/15 Manimum Pressure Unbalance In Loops 0.000 Marvnum Velocity Above Ground 11.56 between nodes 2 and 101 Maximum Velocity Under Ground 7.21 between nodes 1 and 2 Volume capacity of Wet Pipes 40.40gal Volume cepedty of Dry Pipes Supplies Node Name Hose Flow I Static (qpm) •• (psi) Residual Flow Available Total Demand (psi) @ (gpm) (psi) @ (qpm) Required (psi) Safety Margin (psi) 1 Water Supply 1 120.000 20.000 1 2966.00 119.974 34.29 53.195 66.779 Contractor Contractor Number 21 Contact Name Contact Tide DAVID FOX DESIGN MANAGER Name a Contractor. — RED HAWK FIRE PROTECTION LLC. Phone Extension 253-840-9900 Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 FAX —��- 800-591-4382 Address 2 E -mal davidf@redhawkfp.com Address 3 PUYALLUP, WA 98371 Web -site www.redhawkfp.com © M.E.P.CAD, Inc. M AutoSPRINK®12 v12.0.33.0 9/8/2015 2:35:53PM Page 1 Hydraulic Graph Job Number: 80021 - RM01-Playroom Report Description: Residential (01-Plavr Water Supply at Node 1 150 135 120 Static Pressure 120.000 105 90 .N a 75 g to rn 0) O 60 45 X4.29 @ 53.195 30 System demand curve 15 2966.00 @ 20.000 0 X 111111111 11 1 1 1 1 1 1 1 11 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 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 1 100 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stabs Pressure _. . 120.000 Residual: Pressure 20.000 @ 2966.00 Available Pressure at Time of Test 119.974 @ 34.29 System Oen* 53.195@34.29 system Demand Waling Hwa Allman. et Source) - - 53.195 @ 34.29 1� © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:35:55PM Page 2 4 Job Number: 80021 - RM01-Playroom BOR @ Node 2 150 135 120 -Static Pressure 120.000 105 90 .7) n 75 l a co N a` 60 45 30 X4.29 @ 37.006 :System - 15 demand curve 966.00 @ 20.000 0 -tannin!! 111 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 1 1 1 1 1 1 1 I 11111111 1111 1 I I I I I I I I I I I I I C600 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph BOR @ Node 2 Static. Pressure -- -- — ----- N/A Residual: Pressure N/A Available Pressure et Time of rest N/A System D.mud — -- — - - ---- - 37.006 @ 34.29 System Demand (Inoludina Hua Allowance et Source) 37.006 @ N/A k, ©M.E.P.CAD, Inc. Cfi AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:35:55PM Page 3 1 Summary Of Outflowing Devices Job Number: 80021 - RM01-Playroom Report Description: Residential (01 -Playroom) Device Actual Flow (9Pm) Minimum Flow (Cpm) K -Factor (K) Pressure (psi) c. Sprinkler Sprinkler 1001 1002 17.00 17.29 c Most Demanding Sprinkler Data 17.00 4.9 12.037 17.00 4.9 12.451 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:35:59PM Page 4 4 Node Analysis Job Number: 80021 - RM01-Playroom Report Description: Residential (01 -Playroom) Node Elevation(Foot) I Fittings Pressure(psi) Discharge(qpm) 1 -22-9 1001 1_ 1002 2 101 102 103 104 105 106 107 108 109 110 111 112 113 8-0 1 Spr(-12.037) 8-0 Spr(-12.451) -17-9 BOR @ Node 2 -8-9 T(5-0), Tr(1-0) -8-9 Tr(1-0), T(5-0) -0-6 T(5-0) -0-6 T(5 -0k Trj0) -0-6 Tr(1-0),T(5-0) -0-6 i T(5-0), Till -0) -0-6 T(5-01 53.195 12.037 12.451 37.006 28.474 34.29 17.00 17.29 25.973 19.220 18.801 -0-6 T(5-0) -0-6 -0-6 T(5-0) T(5-0) -0-6 j T(5-0) 8-6 ; T(5-0) 8-6 T(5-0) 18.642 18.584 18.348 18.651 +- 18.602 18.602 18.651 18.164 12.530 12.520 © M.E.P.CAD, Inc.: AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:36:01PM Page 5 11.. Hydraulic Analysis Job Number 80021 - RM01-Playroom Report Description: Residential (01-Playroom) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length 1Summary Upstream Total Length GI Route 1 BL 1.1010 17.00 5.73 150 0.050373 2-1 ' Pf 0.710 1001 8-0 17.00 4.9 12.037 Sprinkler, 12-0 Pe -0.217 112 8-6 12.530 E(7-0), T(5-0) 14-1 Pv BL 1.1010 18.83 6.35 150 0.060853 16-5+/% Pf 1.732 112 8-6 1.83 12.530 Flow (q) from Route 2 12-0 Pe 3.902 111 -0-6 18.164 E(7-0), T(5-0) 28-5% Pv BL 1.1010 14.77 4.98 150 0.038828 7-6% Pf 0.487 111 -0-6 18.164 5-0 Pe 110 -0-6 18.651 T(5-0) 12-6Y2 IN BL 1.1010 16.89 5.69 150 0.049798 6-5 Pf 0.569 110 -0-6 2.13 18.651 Flow (q) from Route 7 5-0 Pe 103 -0-6 19.220 T(5-0) 11-5 Pv BL 1.1010 34.29 11.56 150 0.184469 10-2% Pf 3.176 _ 103 -0-6 17.40 19.220 Flow (q) from Route 3 102 -8-9 25.973 E(7-0) 7-0 17-2% Pe 3.577 Pv BL 1.1010 21.37 7.20 150 0.076883 19-6Y2 Pf 2.501 102 -8-9 25.973 Tr(1-0) 101 -8-9 28.474 E(7-0), T(5-0) 13-0 32-6Y2 Pe Pv BL 1.1010 34.29 11.56 150 0.184469 14-1 Pf 4.630 101 -8-9 12.92 28.474 Flow (q) from Route 9 2 -17-9 37.006 E(7-0), 3Tr(1-0), cplg(1-0), BOR @ Node 2 11-0 25-1 Pe 3.902 Pv UG 1.3940 34.29 7.21 150 0.058461 60-9% Pf 14.020 _ 2 -17-9 37.006 1 -22-9 53.195 E(8-0), CV(-10.000), S 8-0 68-9% Pe 2.168 Pv 0.00 Hose Allowance At Source 1 34.29 GIP Route 2 BL 1.1010 17.29 5.83 150 0.051973 0-6 5-0 5-6 Pf 0.286 Pe -0.217 Pv 1002 8-0 17.29 4.9 12.451 Sprinkler, 113 8-6 12.520 T(5-0) BL 1.1010 1.83 0.62 150 0.000814 7-6Y2 5-0 12-6%2 Pf 0.010 Pe Pv 113 8-6 12.520 112 8-6 12.530 T(5-0) imp Route 3 BL 1.1010 13.27 4.47 150 0.031861 1-9%2 1-9% Pf 0.058 Pe Pv 106 -0-6 9.21 + 4.06 18.584 Flow (q) from Route 5 and 8 105 -0-6 18.642 BL 1.1010 11.72 3.95 150 0.025305 4-31/2 2-0 6-3% Pf 0.159 Pe Pv 105 -0-6 18.642 Tr(1-0) 104 -0-6 18.801 Tr(1-0) BL 1.1010 17.40 5.86 150 0.052560 3-0 5-0 8-0 Pf 0.420 Pe Pv 104 -0-6 5.68 18.801 Flow (q) from Route 4 103 -0-6 19.220 T(5-0) = Route 4 BL 1.1010 1.55 0.52 150 0.000603 6-3+/ Pf 0.010 105 -0-6 18.642 T(5-0) 108 -0-6 18.651 T(5-0) 10-0 16-3Y2 Pe Pv BL 1.1010 5.68 1.91 150 0.006623 10-7 Pf 0.149 _ 108 -0-6 4.12 18.651 Flow (q) from Route 6 104 -0-6 18.801 E(7-0), T(5-0) 12-0 22-7 : Pe iPv i Route 5 BL 1.1010 9.21 3.10 150 0.016213 6-6Y2 � Pf 0.236 107 -0-6 15.46 18.348 Flow (q) from Route 10 106 -0-6 18.584 E(7-0), Tr(1-0) 8-0 14-612 1 Pe �Pv GI Route 6 BL 1.1010 6.25 2.11 150 0.007911 20-1 12-0 32-1 Pf 0.254 Pe Pv 107 -0-6 15.46 18.348 Flow (q) from Route 10 109 -0-6 18.602 E(7-0), T(5-0) BL 1.1010 4.12 1.39 150 0.003665 8-5 5-0 13-51Pv Pf 0.049 Pe _. _ _ _ 109 -0-6 18.602 108 -0-6 18.651 T(5-0) o Route 7 BL 1.1010 2.13 0.72 150 0.001076 28-5 17-0 45-5 Pf 0.049 Pe Pv 109 -0-6 18.602 T(5-0) 110 -0-6 18.651 E(7-0), T(5-0) iio Route 8 BL 1.1010 4.06 1.37 150 0.003562 63-11 54-0 117-11 Pf 0.420 Pe -0.000 Pv 111 -0-6 18.164 106 -0-6 18.584 7E(7-0), T(5-0) GI Route 9 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:36:04PM Page 6 1.- Hydraulic Analysis Job Number: 80021 - RM01-Playroom Report Description: Residential (01 -Playroom) Pipe Tyke Diameter Flow Velocjy HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length BL 1.1010 12.92 4.36 150 0.030338 55-5% Pf 2.501 Pe Pv 102 -8-9 25.973 T(5-0) 101 -8-9 28.474 3E(7-0), Tr(1-0) 27-0 82-5% OP Route 10 BL 11010 15.46 5.21 150 0.042264 23-7 22-0 45-7 Pf 1.927 Pe 3.902 Pv 113 8-6 12.520 107 -0-6 18.348 2Tr(1-0), 2E(7-0), cplg(1-0), T(5-0) [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 J = Factor Pipe Type Legend 1 Units Legend 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 Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow -, Eel 11%° Elbow Ee2 22%0 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 9/8/2015 2:36:04PM Page 7 SITE PLAN SYMBOLS apeinaers RED HAWK An PROTECTION,LLC GAVE .LVEN NEN! SPRIN Pi HEW OMR. LAre SoaF OTeCt.2, It WET BY sra: e usr ae aaumirveo av mxERSAT EXCLUSION FAINT,. OR LAB OF KIND 70 AT, KLE GENERAL NOTES ECoPy Yi LOT 56 TUKWILA TOTAL SO FT.:3,444 SQ FT. IY -ROEV CONTROLLING R PLIESDELUGE PSSl TEMS Era LRET "U E":s,EP PoEFaEE «EER EOF I OR PATC111,16 TO BE 1CF. FIFE TO BE 1,1TH GPVC Fl TO MULE. 0 ZEE FF.2 DI Fere SYSTEM sr... OE0V... NOTES woN.,..tavus,ra „CA,IgrITH At.. DIMENSION OF 3,0,1. SEAM FLOW TEST INFORMATION It CARYLANG CONSTRUCTION 2991524THAVE 3V1 FEDERAL WAY. WA99023 CONTACT. CARY LANG 0/ 00 2044235055 LOT 56 TUKWILA DRAWING INDEX SITE PLAN AND NOTES UNITY MAP HAW P RISER M0TERI TESS 4OT'TSIZEI DESCRIPTIO PARE HEAD CABIN V BUILDING CROSS SECTION FP 0.01 PAID 440 -e ms TLIKOct,q FINE ma'- KITCHEN CH: 9-0 FIRE .SPRINKLER PLAN MAIN FLOOR 0 1 2 4 8 SCALE 1/4"=1'-0" CONNECT TO TOILET COV R P POI CH MASTEP PE2POOM CH: 8-0 -CONNECT TO TOILET I3EPIZOOM 2 CH: 8-0 OPEN 1-0 BELOW mrobM 4 CH: V*11;I2 HANGER FIG. 185 FIRE SPRINKLER PLAN UPPER FLOOR 8 SCALE 1/4"= 1 '-0" FIG. 126 LAG BOLT WOOD TJI/ROOF TRUSS 51-OPEF2 CEILING 5LOPEI2 CEILING HANGER FIG. 187 FIG. 126 LAG BOLT Hydraulic Information Remote Area 01 -Playroom OCCUPANCY CLASSIFICATION Residential DENSITY0.05Ogpm/ft2 for 900.00ft2 (Actual 281.71ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 34.29 TOTAL PRESSURE REQUIRED 53.195 BASE of RISER (gpm) 34.29 BASE of RISER (psi) 37.006 SAFETY MARGIN (psi) '. +66:779 (55.7%) FIRE SPRINKLER PLAN ATTIC ROOM SCALE 1/4"=1'-0" MINIMUM DISTANCES FOR ORDINARY- AND INTERMEDIATE -TEMPERATURE RESIDENTIAL SPRINKLERS (NFPA 13D-2002 TABLE 7.5.5.3) HEAT SOURCE MINIMUM DISTANCE FROM EDGE OF SOURCE TO ORDINARY- SPRINKLER (INCHES) MINIMUM DISTANCE FROM EDGE OF SOURCE TO INTERMEDIATE - SPRINKLER (INCHES) SIDE OF OPEN OR RECESSED. FIREPLACE 36 12 FRONT OF RECESSED FIREPLACE - 60 36 COAL- OR WOOD -42 BURNING STOVE Spacing 12 KITCHEN RANGE 18 9 WALL OVEN 18 9 HOT AIR FLUES 18 9 UNINSULATED HEAT DUCTS 18 9 UNINSULATED HOT WATER PIPES 12 s SIDE OF CEILING- OR WALL MOUNTED HOT AIR DIFFUSERS 24 12 FRONT OF WALL- MOUNTED .HOT AIR DIFFUSERS 36 18 HOT WATER HEATER 0R FURNACE 6 3 LIGHT FIXTURE: OW -250W 6 3 LIGHT FIXTURE: 250W -499W 12 6 WOOD JOIST OR COMPOSITE WOOD JOIST Caution: Itis important that the insulation be installed tight against the joists. In Unheated areas, any spaces or voids between the insulation and the joists causes the water in the fire sprinkler piping to freeze: Caution: For areas having temperatures' of 0°F (-18°C) or lower, an additional batt' of insulation covering; the joist and the fire sprinkler piping should be used: If this is not done, freeze -ups can occur in the sprinkler piping, INSULATION DETAILS HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS - NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY DESIGNED FOR THE ADDITIONAL LOADING. - THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. - SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. NFPA 13, 2010 Edition Table 9.2.2,1 MAXIMUM DISTANCE BETWEEN HANGERS (ft- in) PIPE TYPE CPVC NOMINAL PIPE SIZE ( IN. ) 3/4 1 1 1/4 1 1/2 2 2 1/2 3 5-6 6-0 6-6 7-0 8-0 9-0 10-0 Sprinkler Legend. Symbol Manufacturer Response Type SIN K -Factor Size Temperature Finish Escutcheon Spacing Discharge Quantity of. Globe Quick Pendent GL4906 4.9 '/ 155°F Bronze White 18x18 17 gpm @ 12 psi 27 O Globe Quick Pendent GL5635 5.6 1 155°F White White 225 sq. ft. N/A 4 Globe Quick Pendent GL4910 4.9 '/z 175°F White White 16x16 14 gpm @ 8.2 psi 1 Total = 32 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 OP Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Contract With: CARY LANG CONSTRUCTION 29815 24TH AVE. SW FEDERAL WAY, WA 98023 CONTACT: CARY LANG Phone: 206-423-5055 13026 56TH AVE. S TUKWILA, WA 98178 Drawing Title FIRE SPRINKLER FLOOR PLANS NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C • Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP �wvic/ e- 09/09/15 iJExpires Signature Date 12/31/15 Date: Job Number: Designer: Building Permit: September 08, 2015 80021 KEVIN RIDER Drawing No. FP 2.01