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HomeMy WebLinkAboutPP - 13052 56TH AVE S - CARY LANG CONSTRUCTION / KNUDSON PARK LOT 3 RESIDENCE - PERMITS AND PLANS13052 56TH AVE S ASSOCIATED PERMITS D-14- 14-5-0232 0207 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Tpiy Ozo- /V-$ '--t2f7- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Zoo,f, Project: ii/Mt ZA-^/4 Type of Inspection: 5/9 "-- *bA/Of/ Address: Suite #: /3052. ,5614 frve 5. Contact Person: Special Instructions: Pre -Fire: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: ‘-q4 d,.., i#9,.- , /VOA* . >i /" o / 5: 6 en7-ece.44.1 .44;/1-4( Pre -Fire: Permits: Occupancy Type: S®7, Ni tei r / ri. ASS i��.Ii7 ! - L-0„ c4 T lio v,- ' "n - wav/ 7 - Aly a -'-*0 1 G` `e*i f -- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: no r3 Date: //2.-1/)S--- Hrs.: /. d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy inn 't D)- oa6) -s-�3a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Pro ect: giAAtS 00 %'t 3 Type of Inspection S e Coin. % --1,v� —1:e531— Address: 73o$ --4 a — 3,yes. Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: rlOW T'651" a b 4— GP Monitor: Pre -Fire: Cov, -kr - 0r0—ole- OI Tv Qe, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /L,C.,trt?r— Date: / / / by /y 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 3/14/14 T.F.D. Form F.P. 113 Job Number: 5R077 - RM01-Playroom Report Description: Residential Job Job Number 5R077 Design Engineer KEVIN RIDER Job Name: KNUDSON PARK LOT 3 State Certification/License Number REDHAHF901 QP Address t 13052 56TH AVE. S All! CITY OF TUKWILA Address 2 Job Sitereultding Address 3 TUKWILA, WA 98178 Drawing Name 5R077_FP 2.01_R00_(Knudson Lot 3 -Floor Plans).cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Occupancy Residential Job Suffix RM01-Playroom Hose Allowance At Source 0.00 Density 0.050gpm/ft2 Area of Application 900.00ft2 (Actual 281.71ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 2 Coverage Per Sprinkler 256.00ft2 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox v 0121-0409-C Level3 N Red Hawk Fire Protection, LLC o RE D HAW H F901 QP �\ r 0 Total "oee Streams 0.00 System Flow Demand 34.42 Totalwater Required p otod ro Hose Allowance) 3(� 34.42 1 . UJ Expires :f'cl (7Ln�"+. 1231114 `Signature + Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.60 between nodes 2 and 101 Maximum Velocity Under Ground 7.24 between nodes 1 and 2 Volume capacity of Wet Pipes 23.58ga1 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 120.000 20.000 2966.00 119.974 34.42 63.827 56.146 Contractor Contractor Number 21 Contact Name DAVID FOX Contact Title DESIGN MANAGER Name of Contractor: RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 FAX 800-591-4382 Address 2 E-mail davidf@redhawkfp.com Address 3 PUYALLUP, WA 98371 Web -Site www.redhawkfp.com ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.30.0 10/10/2014 11:49:56AM Page 1 111 Hydraulic Graph Job Number: 5R077 - RM01-Playroom • Water Supply at Node 1 150 135 120 -Static Pressure 120.000 105 90 .N a 75 a m o_ X4.42 @ 63.827 60 45 -System demand curve 30 - 2966.00 @ 20.000 15 lw11111111111111111 1111;1111 111111111 111 mit 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 0 (00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Sialic: Pressure 120.000 Residual'. Pressure 20.000 @ 2966.00 Available Pressure at Time of Test 119.974 @ 34.42 system Demand 63.827 @ 34.42 System Demand (Including Hose Allowance at Source) 63.827 @ 34.42 k, © M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 10/10/2014 11:50:OOAM Page 2 v Hydraulic Graph Job Number: 5R077 - RM01-Playroom • BOR @ Node 2 150 135 120 Static Pressure 120.000 105 90 "V) a J75 60 X4.42@57.611 45 30 stem demand curve 15 _966.00 @ 20.000 0—K111111111 W 11111 111 I I I I I I I 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 I I I 11 I I I 111111111 �KL11) ti00 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 at Time of Test N/A System Demand 57.611 @ 34.42 System Demand (Including Hose Allowance at Source) 57.611 @ N/A © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.30.0 10/10/2014 11:50:OOAM Page 3 111 Summary Of Outflowing Devices Job Number: 5R077 - RM01-Playroom Report Description: Residential Device Actual Flow (qpm) Minimum Flow (4pm) K -Factor (K) Pressure (psi) c Sprinkler Sprinkler 1001 17.00 17.00 4.9 12.037 1002 17.42 17.00 4.9 12.636 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 10/10/2014 11:50:03AM Page 4 1, 111 Node Analysis Job Number: 5R077 - RM01-Playroom Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -23-6 S 63.827 34.42 1001 8-0 Spr(-12.037) 12.037 17.00 1002 8-0 Spr(-12.636) 12.636 17.42 2 -18-6 BOR @ Node 2 57.611 101 8-6 T(5-0), Tr(1-0) 12.709 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.30.0 10/10/2014 11:50:05AM Page 5 Hydraulic Analysis Job Number: 5R077 - RM01-Playroom Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings Route 1 BL 1.1010 17.00 5.73 150 0.050373 9-8 8-0 17-8 Pf Pe Pv 0.889 -0.217 1001 8-0 17.00 101 8-6 4.9 12.037 Sprinkler, 12.709 E(7-0), Tr(1-0) BL 1.1010 34.42 11.60 150 0.185745 76-9% 69-0 145-9% Pf Pe Pv 33.197 11.705 101 8-6 17.42 2 -18-6 12.709 Flow (q) from Route 2 57.611 3Tr(1-0), 9E(7-0), 3cplg(1-0), BFP(-6.118), BOR @ Node 2 UG 1.3940 34.42 7.24 150 0.058866 60-9% 8-0 68-9Yz Pf Pe Pv 4.048 2.168 2 -18-6 1 -23-6 57.611 63.827 E(8-0), CV, S 0.00 Hose Allowance At Source 1 34.42 ei Route 2 BL 1.1010 _ 17.42 5.87 150 0.052688 0-6 5-0 5-6 Pf Pe Pv 0.290 -0.217 1002 8-0 17.42 101 8-6 4.9 12.636 Sprinkler, 12.709 T(5-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) (C Value Multiplier II ( Actual Inside Diameter 4.87 Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) =Factor ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 10/10/2014 11:50:O8AM Page 6 Hydraulic Analysis Job Number: 5R077 - RM01-Playroom Report Description: Residential Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend 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 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 De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN rr g GIoV GV Ho 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 111/4° Elbow 22Yz 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 Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.30.0 10/10/2014 11:50:08AM 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'- (J I 6:0 Mk'1t:i2 Get i7r'oOM CH: 8.0 covrri:P t !='(,!I; Pt.AYr(J(?m (tt• l} rirftir`H q f) 2301 E PIONEER AVE,. SUITE B Puv,i uur, WA 98372 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP ('i'AI 1?OOM Ct1:90 Approvals Required CITY OF TUKWILA OWNER / ARCHITECT 13t t2'OOM 2 (H• t3-0) Hydraulic information Reinote Area 01 -Playroom OCCUPANCY CLASSIFICATION ? Residential DENSITY 0:O5Ogprnlft' for 900.00fe (Actual 281.711P) TOTAL HEADS FLOWING, 2 K -FACTOR 4.g `TOTAL WATER REQUIRED • 34,42 • TOTAL PRESSURE REQUIRED 63 827 BASE of RISER (gpi�) 34.42 BASE of RISER ;psi) • 163.827 SAFETY MARGIN (psi) +56 146 (46 8%) Revisions Pr i" .1 CN 9..() .......................... . (,ii- y.,) MINIMUM DISTANCES FOR ORDINARY- AND INTERMEDIATE -TEMPERATURE RESIDENTIAL SPRINKLERS (NFPA 130-2002 TABLE 7.5.5.3) e":(Ar}vrvr (.If 9.0 HEAT SOURCE MINIMUM_ .__... . DISTANCE FROM EDGE OF SOURCE TO ORDINARY - SPRINKLER (INCHES) Caution: It is 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: MINIMUM DISTANCE FROM EDGE OF SOURCE TO INTERMEDIATE - SPRINKLER (INCHES) Contract With: GARY LANG CONSTRUCTION, 29815 24TH AVE. SW FEDERAL WAY, INA 98023 CONTACT: CARY LANG,; Phone 206-423-5055 • '(.Ili 3 O U•lt?r'.O()M 1 (r:11:VAI,ILf1'r1.- FIRE SPRINKLER PLAN UPPER FLOOR SIDE 01 OPEN OR RECESSED FIREPLACE FRONT OF RECESSED FIREPLACE GOA-- OR WOOD - BURNING STOVE KITCHEN RANGE WALL OVEN HOT AIR FLUES UNNSULATED HEAT DUCTS UNNSULATED HOT 'WATER PIPES MOUNTED HOi AIR DIFFUSERS FRONT OF WALL - MOUNTED HOT AIR DIFFUSERS HOT WATER HEATER OR FURNACE LIGHTFIXTURE: OW -250W LIGHT FIXTURE: 250W -499W Contract Name: KNUDSON PARK LOT 3 12 24 36 6 6 12 Caution: For areas having temperatures of 0'F (18'‘C) or lower, an additional batt of insulation covering the joist and the fie sprinkler piping should be used. If this isnot done, freeze -ups can occur in the sprinkler piping, 13052 56TH AVE. S TUKWILA, WA 98178 HANGER FIG 188 Drawing Title FIRE SPRINKLER FLOOR PLANS HANGER FIG. 186 HANGER FIG. 187 "NO BLOCK" HANGER W000 JOIST OR COMPOSITE WOOD JOIST FIG. 126 LAG BOLT FIG. 126 LAG BOLT FIG. 125 LA&3 BOLT 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 DES GNED 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 TIE 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 'ANGERS; (ft • in) NICET Stamp 1 CERTIFICA7EGOFCOMPETENCY •r N PIKE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC FtEDHAWHF901QP 0tl antir 314 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 WOOD TJI/ROOF TRUSS Symbol Manufacturer Globe Globe Response Quieks%`I' Quick - { . Quick • `. _.. Sprinkler Legend • type SIN/Model K-Factor'Thread'Temperature Pendent! GL4906 'A 155°F PI#ndent! GL565 ! c;i ` 5.6 1 155'F Peridentl GL4910 4.9 't 175°F Date: Job Number: Designer:4 Building Permit a A } October 10, 2014 .. 5R077....:; KEVIN RIDER F. Drawing No. !Ai 0 1. I1 Spacing 18x18 225 sq. ft 16x16 Discharge 17gprnt 12 psi NIA 14 gpm @. 8.2 psi Total =32