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HomeMy WebLinkAboutPP - 12567 51ST PL S - CARY LANG CONSTRUCTION / CODIGO LOT 4 - PERMITS AND PLANS12567 51ST PL 5 ASSOCIATED PERMITS 18-5-125 D18-0071 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �3 -S - Rs-- PERMIT s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Co i c Sprinklers: Type of Insp `g.., 1c4- ion: ,.-.4- Monitor: Address: Suite #:(7g(,m pi__ S Contact Per n: Special Instructions: Phone No.: -Tu c-��- - *S i- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -Tu c-��- - *S i- /29,-( r -a foa bf'e -p 3 O sem c0 is- :-I -,-. 6k l- Ois — gi /el) — Pcs c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L / c3 Date: 2/6 /11 Hrs.: 2, 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 INSPECTION N MBER INSPECTION RECORD Retain a copy with permit Pczi—oo'FI PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ced ie /jam �l'COV Type of Inspection: Address: t7,r---/ ^'" 47,5fr f Suite #: `� �j � Contact Person: Special Instructions: Phone No.: fJ" pproved per applicable codes. Corrections required prior to approval. COMMENTS: C31,c rn ce-v� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,aAA s ---'Cr Date: 5((2 t 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 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. SITE LOCATION C ha L c+ L( Site Address: 1<5 (0-1 S 1 p L **PLEASE PRINT** King Co. Assessor's Tax No.:O t 1 - aL4.5p Suite Number: Floor: Tenant Name: C Curti 1—a-11 q avis,11/14c....4-1: New Tenant? Property Owner's Name: ex) LcL.r Mailing Address: aC:t g ls o^it-( !tie . S' -t) RiSte-r a u)ctci City CONTACT PERSON -if there are questions about the submittal. Name: JctV p Company Name: GIG Mailing Address: 6b% 6O W cborw.t_Lt 1 � ,� l �I l City State Zip i E-mail Address: ,,_3t .P A ®C,1G2G,,e-P' pe . A—t Fax Number: Contractor's City of Tukwila NICET III number: ) S 4411—CZL 1 - C Business License number: Total number of new/relocated devices or sprinkler heads: QES Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): F v -e tifz.teiti 13 lJ - Yes ❑ - No State Zip Day Telephone: (S0-1) a5 / - 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 OWNER OR AUTHORIZED AGENT: Signature: (� Print Name: 1 �Z,C Plan Permit App.doc PAI® y UJUrNA� 132O1R K�YILA FTE Date: bill l$ Day Telephon : 301) a.5 I - 110 8/22/14 TFD FP Form 8 s - J c HY4l- ►uL,c Oven Job Number: 40043 - 40040 Report Description: Residential (1 Joh - ... Job Number Design Engineer 40043 ERIN CLAYTON Job Name: Phone Codigo Lot 4 303-551-5308 FAX Address 1 Slate Certrficationflacense Number 12567 51st PI S Address 2 Tukwilla, WA 98168 AHJ Address 3 Job Site/Melding System Density Area of Application 0.050gpm/ftz 900.00ft2 (Actual 222.42ft2) Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Hose Streams 0.00 Coverage Per Spnnlder 256.00ft2 Number Of Sprinklers Calculated 2 System Pressure Demand 38.830 System May Demand 26.30 Total Demand 26.30 @ 38.830 Pressure Result +109.162 (73.8%) Supplies Check Poiret Gags Node Name Flow(apm) Hose Flow(aom) Static(psi) Residual(psi) Identifier Pressure(psil K-Factor(K1 Flow(opm) 4 Water Supply 4910.00 148.000 20.000 Codigo i rst 4 . - Water Supply at Node 4 (491U.00, 0.00,148000.20.000) 1 C/l Pressure, psi cn 8 & 8 can 8 (11 o 01 c IWIIIInliniiIIIIIII1111iiihinn iilmmi limiiin Inn11111IIIIIIWIIInimiilllllllllll r Static Pressure 148.000 w 1 ,6 30 @ 38.830 910.00 @ 20.000 1 10IIOIN 11111111111111011111111111 11I 111111111 111111111 1111111 11 111111111 1) 6g8°28508°° 4750 5700 6650 7600 8550 9500 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/6/2018 8:38:31AM Page 1 �W9 Hydraulic urnmary Job Number: 40043 - 40040 Report Job �.. Job Number Design Engineer: 40043 I ERIN CLAYTON Job Name: Codigo Lot 4 State Certification/License Number Address 1 12567 51st PI S AHJ Address 2 Tukwilla, WA 98168 Jab Si./Building Address 3 Drawing Name Codigo Lot 4 Systern Re€note Area(s} Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Job Suffix Residential 40040 Hose Allowance At Source 0.00 Density Area of Application 0.050gpm/ft2 900.00ft2 (Actual 222.42ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 2 256.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water Required (including Hose Allowance) 26.30 26.30 Maximum Pressure Unbalence In Loops 0.000 Maximum Velocity Above Ground 8.86 between nodes 2 and 1 -- Maximum Velocity Under Ground 0.07 between nodes 4 and 3 I volume cepaOIY M Wet Pipes 3447.59ga1 Volume capacity of Dry Pipes SuppF eg Hose Flow Static Node Name (gpm) (psi) Residual Flow I Available Total Demand Required Safety Margin (psi) @(qpm) (psi) (qpm) (psi) (psi) 4 1 Water Sully 148.000 20.000 4910.00 147.992 26.30 38.830 109.162 Contractor. Contractor Number Contact Name Contact rile Name of Contractor. Phone Extension Address 1 FAX Address2 E-mail Address 3 Web -Site © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.61.0 6/6/2018 8:38:34AM Page 2 15 13 12 10 9 *N) 0) 7 4) a 6 45 30 15 0 Water Supply at Node 4 Job Number: 40043 - 40040 Report Description: Residential (1) J y Static i Pressure 148.000 6.30 @ 38.830 �Svstem demand curve 910.00 @ 20.000 7NIJIIII1111 1111111 I I !mum 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 till' l l 1 r 1 1 1 1 1 1 1 1 1 I I I 11 1 I I I ii I I I I 1 I I 50 "'"" 2850 Hydraulic Graph Water Supply at Node 4 4750 6650 Water flow, gpm 7600 8550 9500 Static: Pressure 148.000 Residual: Pressure 20.000 @ 4910.00 Available Pressure at Tme of rest 147.992 @ 26.30 System Osmam 38.830 @ 26.30 System Demand (Including Hose Al nee at Source) 38.830 @ 26.30 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/6/2018 8:38:36AM Page 3 119 Summary Of Outflow' riq Devices � r Device Actual Flow (qpm) Minimum Flow (qpm) Job Number: 40043 - 40040 • Report Description: Residential (1) K -Factor Pressure (K) (psi) Density Coverage (gpmpft2) (Foot) b Sprinkler 101 Sprinkler 102 13.00 13.00 4.9 13.30 13.00 41. Most Demanding Sprinkler Data 4.9 7.039 7.369 0.051gpm/ft2 256.00ft2 0.052gpm/ft2 256.00ft2 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/6/2018 8:38:39AM Page 4 Node Analysis Job Number: 40043 - 40040 utoSPRINKO 12 v12.0.61. 6/6/2018 8:38:40AM Page 5 Node Elevation(Foot) I Fittings Pressure(psi) report uescripnon: hcesiaential (1) Discharge(gpm) 4 -3'-0 S 38.830 26.30 101 18'-1 I Spr(-7.039) 7.039 7.369 7.362 35.119 1 38.830 I 13.00 13.30 I 102 18'-1 1 Spr(-7.369) 1 18'-6 T(5'-0), Tr(1'-0) 2 1'-10 , BFP(-4.000) 3 -3'-0 I E(9'-0) (Al , \A c lirrf . utoSPRINKO 12 v12.0.61. 6/6/2018 8:38:40AM Page 5 III HydrauIlc R siS x Job Number: 40043 - 40040 Report Description: Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss 'Length Eq. Length Total Length i Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings ri Route 1 DR 1.1010 13.00 4.38 150 0.030666 8'-5 8'-0 16'-5 Pf Pe Pv 0.503 -0.181 101 18'-1 13.00 1 18'-6 4.9 7.039 7.362 Sprinkler, E(7'-0), Tr(1'-0) BL 1.1010 26.30 8.86 150 0.112934 81'-4% 65-0 146'-4% Pf Pe Pv 20.532 7.225 1 18'-6 13.30 2 1'-10 7.362 35.119 Flow (q) from Route 2 4T(5-0), 10Tr(1'-0), 5E(7'-0), BFP(-4.000) i FM 1.5980 26.30 4.21 150 0.018404 69'-91/2 18'-0 87'-91/2 Pf Pe Pv 1.616 2.095 2 1'-10 3 -3-0 35.119 38.830 2E(9'-0) UG 12.4600 26.30 0.07 140 0.000001 164'-3 164'-3 Pf Pe Pv 0.000 3 -3-0 4 -3-0 38.830 38.830 Water Supply 0.00 Hose Allowance At Source 4 26.30 GI Route 2 DR 1.1010 13.30 4.48 150 0.031994 0'-5 5-0 5-5 Pf Pe Pv 0.173 -0.181 102 18'-1 13.30 1 18'-6 4.9 7.369 7.362 Sprinkler, T(5-0) Equivalent Pipe Lerch e and Fittings {C=120 only) C Uatue AAulef bpli Actual Inside Diameter 4 87 = Factor Value Of C 100 MultiplyingFactor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 6/6/2018 8:38:43AM age lig Hydraulic Analysis Job Number: 40043 - 40040 Report Description: Residential (1) Pipe Type Downstream Upstream Diameter Elevation Pipe Type Lege r- Flow Discharge Velocity HWC K -Factor Pt Pn Friction Loss Fittings !Length IEq. Length Total Length Pressure Summary • Units Le 1=t ngs L 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 cpig Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 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 11'/° Elbow 221/ 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® 12 v12.0.61.0 6/6/2018 8:38:43AM Page 7 SITE PLAN 0 4 8 16 32 SCALE 1/16"=1'-0" GENERAL NOTES SCOPE OF WORK ID Without Comments As Noted in Red ID Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of desir n rests totally with the :iesigner. _editions, de 'dors reviSionS to then-: drawings after r!larc.1 will vold tr ,cceptance and will lecj'Iire a : r wings for sub etwe:nt approva`., `rlai acceptaci subject to field test ana inspection by The Tukwila Hre Prevention Bureau. J1 Date: (a')� -3 By: Zw,'trt, I 1 1/0? I evL 6t11. .y /4y d t -o red„► Flow C b u ,Gte4) re(/ 11-44 7.WWILA FIRE DEPARTMENT call 206 -575-4407 and lir Fire ['melt No. B t `a` ct zddress for shut- `sv' �1 OT resirmilon approval, 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. QR-e,,�. 120V 6" BELL NEW NEW CITY CONNECTION BY OTHERS NEW 1" WATER METER BY OTHERS 0 WOOD LAG SCREW AFCON #514 HANGER • CPVC SPRINKLER PIPE WOOD STRUCTURE TYPICAL HANGER DETAIL #2 SCALE : N.T.S. GLACIER FIRE PROTECTION, LLC TO START AT 1 112" BACKFLOW @ 1'-10" AFF /HANGER APPLICATION RESTRAINER APPLICATION HEX SCREW HEAD SELF CPVC PIPE SINGLE FASTENER CPVC PIPE STRAP TYPICAL HANGER DETAIL #3 SCALE : N.T.S. 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 MATERIALS. 7. SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, 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 DRAINS TO BE PROVIDED BY OTHERS AS NEEDED. 13. NO GYP. BD. CEILINGS SHALL BE INSTALLED UNTIL ROUGH VISUAL INSPECTION IS COMPLETE. 14. MAXIMUM RESIDENTIAL PENDANT SPRINKLER SPACING COVERAGE 16-0 x 16'-0. MAXIMUM DRY SIDEWALL SPRINKLER HEAD SPACING 14'-0 X 14'-0. MAXIMUM RESIDENTIAL DRY SIDEWALL SPRINKLER HEAD SPACING 16'-0 X 20'-0. 15. MINIMUM RESIDENTIAL PENDANT SPRINKLER SPACING 8'-0 O.C. MINIMUM DRY SIDEWALL SPRINKLER SPACING 6'-0 O.C. MINIMUM RESIDENTIAL DRY SIDEWALL . SPRINKLER SPACING 8'-0 O.C. 16. ALL VALVES TO BE LABELED IN ACCORDANCE WITH NFPA-13D. 17. 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 AIJTOMATIC SPRINKLER SYSTEM TO PROTECT THE NEW RESIDENCE. 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 REMOVAL/REPLACE TO FACILITATE THE INSTALLATION OF THE SPRINKLER SYSTEM. UNDERGROUND WORK OF ANY KIND DESIGN CRITERIA PER NFPA 13D (2016) RM -01 (RESIDENCE) THE DENSITY SHALL BE 13 GPM/SF OVER THE MOST REMOTE 2 SPRINKLERS WITHIN A COMPARTMENT. 16'-0 x 16'-0 MAX SPACING Sprinkler Legend 0 E tL 10 tL -c N . LL_ 0) E 0 0 rn c 0 0- N O V O U 0 0 N (!) a) 0- IZ c 0 10 N c (a c� co N (s rn '0 0 Q) 0 2 F3RES44 DRY 0 tL Z N LC C N M Manufacture a) .0 cat' a) .0 .01 Tu a) (a rr aero WATER FLOW INFORMATION NORTH FIRE SPRINKLER RISER WATER GAUGE 1" DRAIN FLOW SWITCH DOMESTIC LINE BY OTHERS GLACIER FIRE PROTECTION, LLC TO START WORK HERE 1 112" AMES 2000B BACKFLOW PREVENTOR PROVIDED AND INSTALLED BY GLACIER FIRE PROTECTION, LLC 1 112" WATER ENTRY BY OTHERS MAINTAIN 2" ANNULAR CLEARANCE AROUND PIPE -12567 51st P1 S Write a description for your map •• ': II -1 I II -1_I-1 i-1 I-1 1-1I III WATER FLOW INFORMATION HAS BEEN PROVIDED BY TUKWILLA PUBLIC WORKS DEPARTMENT STATIC: 148 PSI RESIDUAL: 20 PSI FLOW: 4910 GPM GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ DRAWING INDEX FP 0.10 FP 2.10 SITE PLAN AND NOTES MAIN AND UPPER LEVEL PLAN VICINITY MAP WASHINGTOtsi STATE EiRTIFICATV OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ • 06/05/2018 Date PARCEL # 017900-2450 r I I 1 I 1 N 1 I 1 1 ,-Legend 1256751stPIS co co LLl 00 0 CL Z J < LI• T) < ( • Lgi MF- 1- u) SPRINKLER PLAN 10 12 SCALE: 1/16" = 1'-0" DRAWN BY: SFC REVISIONS DESCRIPTION DATE: 06/06/18 CONTRACT #: 40043 FLOOR /AREA SITE PLAN AND NOTES SHEET NUMBER FP 0.10 cAN DINING FAMILY ROOM KITCHEN efrl 4 0 1 i1 A P rezemo4 10'-0 3'-6 OA 6'-0 I AO -72'-6'/4 1 1 2''.i /aP//1��/#1�//.�, �,%/ .A'///�/.� /, ,,t ,/ 0 -M, 1 /�i, fANTR Cs1 74,7 4:-.%/4 ///;'," /G 10'-8'/4 ENTRY OPEN TO ABOVE GARAGE DEN EE MAIN LEVEL PLAN SCALE : 1/4" = 1'-0 MINIMUM DISTANCES FOR TEMPERATURE RESIDENTIAL SPRINKLERS HEAT SOURCE 165 DEGREE 1" 200 DEGREE 1 1/2" 2" 2 112" 3" SIDE OF OPEN OR RECESSED FIRE PLACE 36 in 8" 12 in FRONT OF RECESSED FIREPLACE 60 in 12-0 36 in COAL -OR WOOD BURNING STOVE 42 in 15-0 12 in KITCHEN RANGE 18 in THREADED LIGHTWALL 9 in. WALL OVEN 18 in 12-0 9 in HOT AIR FLUES 18 in N/A 9 in UNINSULATED HEAT DUCTS 18 in 8-0 9 in UNINSULATED HOT WATER PIPES 12 in 12-0 6 in SIDE OF CEILING OR WALL MOUNTED HOT AIR DIFFUSERS 24 in 15-0 12 in FRONT OF WALL MOUNTED HOT AIR DIFFUSERS 36 in 6-0 18 in HOT WATER HEATER OR FURNACE 6 in 9-0 3 in LIGHT FIXTURE N/A N/A PER NFPA 13 9.2.2.1 (A) OW -250W 6 in 3 in PER NFPA 13D TABLE 7.5.5.3 HANGER SPACING LEGEND NOMINAL PIPE SIZE (IN.) 3/4" 1" 1 1/4" 1 1/2" 2" 2 112" 3" 4" 6" 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) ARMOVER / DROP Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 900.00ft2 (Actual 222.42ft2) TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 26.30 TOTAL PRESSURE REQUIRED 38.830 BASE of RISER (gpm) 26.30 BASE of RISER (psi) 38.830 SAFETY MARGIN (psi) +109.162 (73.8%) DROP BEDROOM 3 BEDROOM 2 PLAYROOM %f i REMOTE AREA 1 3'-8 UTILITY 2'-9 i g. .� rYY/i��iY7s5YYr1lB %%' ' ///883. M 1 7'-9' 2'-0 6'-13/4 1 '-71/2 DETAILS SCALE '. N.T.S. 5'-111/2 11'-43/4 1'-10 a, - //y 7 1 OPEN TO BELOW yrs,, V.03/7 Zeer MASTER BEDROOM MASTER BATH 1 MEDIA ROOM STAND OFF HANGER INSUALTION BY OTHERS VAPOR BARRIER STAPLED #10x1" HEX HEAD CAP SCREW COMPOSITE WOOD I -JOIST GYP. BOARD/ T&G CEILING WOOD BLOCKING TJI SPACE SEMI-REC. PENDENT SPRINKLER PIPE TENT INSULATION DETAIL #3 SCALE N.T.S. 4'-2'/4 b co 2'-5'/2 0 UPPER LEVEL PLAN SCALE : 1/4" = 1'-0 BLOWN -IN INSULATION ABOVE BATT INSULATION BY OTHERS BATT TYPE INSULATION COLD SPACE TRUSS CHORD OR JOIST GYPSUM BOARD CEILING PIPE TENT INSULATION DETAIL #2 SCALE : N.T.S. it SPRAY RIGID FOAM INSULATION BY OTHERS 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. ADEQUATE INSULATION BY OTHERS FASTENER CPVC PIPE TJI JOIST PIPE TENT INSULATION DETAIL #1 SCALE : N.T.S. WASHINGTON STATE TIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Erin Clayton 7544-0817-C Level 3 Glacier Fire Protection, L.L.C. GLACIFP834MJ 06/04/2018fres" # 9l.. it 1 1 1 Data 1 1 Yowoller. 611... WOW Sprinkler Legend 2 c+s a) E IL to 1.0 IOL N t N a LL 4) N E 2 0 4) a) N C 0 N (1) LLN V 0 U c N in Ct. Ha 473 C d) lA 4-. a) C a) 0- 0 Lir 0) v 1C C �a Cl N CO N 0) 6.1 a) 0 0) te F3RES44 DRY co 0 IL ct m CC co � '17) [L Manufacturer as .Q 0) a) as -171 .(0 713 0) • T 41 NORTH GLACIER FIRE PROTECTION LLC PO BOX 7980 BONNEY LAKE, WA 98391 P: (253) 501-7558 www.glacierfireprotection.com GLACIFP834MJ PARCEL # 017900-2450 MAIN AND UPPER LEVEL SPRINKLER PLAN 0 2 4 6 8 10 12 SCALE: 1/4" =1'-0" DRAWN BY: REVISIONS NO. DESCRIPTION DATE: 06/04/18 CONTRACT #: 40043 FLOOR /AREA MAIN AND UPPER LEVEL SHEET NUMBER FP 2.10 2 of 2