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Home My WebLink AboutPP - 15854 42ND AVE S - CABIAO ADULT FAMILY HOME - PERMITS AND PLANS15854 42ND AVE S ASSOCIATED PERMITS 16-S-245 44104,44 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** King Co. Assessor's Tax No.: 810860-0582 Site Address:15854 42nd Ave S TUKWILA WA 98188 Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Adult Family Home Mailing Address: 15854 42nd Ave S TUKWILA WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ben Bemard Day Telephone: 425-271-5598 Company Name: Moore Fire Protection Mailing Address: 14401 Issaquah -Hobart RD SE, Suite 201 E-mail Address: Ben@moorefire.com Issaquah WA 98027 Contractor's City of Tukwila Business License number: 601191141 Total number of new/relocated devices or sprinkler heads: 42 Valuation of Project (contractor's bid price): $ 7,941.00 Scope of Work (please provide detailed information): City State Zip Fax Number: 425-295-7188 Install wet single riser 42 head automatic fire sprinkler system throughout the new single family residence per NFPA 13D. Moore Fire scope of work begins at the male threaded adapter left by plumber at the base of riser. 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 O NER 0 AUT ORIZED AGENT: Signature: Print Name: Ben Bernard Plan Permit App.doc Date: 11-16-16 Day Telephone: 8/22/14 TFD FP Form 8 FIRE PROTECTION ADULT FAMILY HOME NFPA 13D SFR DESIGN 15854 42ND AVE S TUKWILA, WA 98188 HYDRAULIC CALCULATIONS & MATERIAL SPECIFICATIONS 14401 Issaquah -Hobart Rd. Suite 201 (425) 271-5598 State Contractor's License Issaquah WA 98027 Fax: (425) 369-6899 # MOOREFP116NP Hydraulic Overview Job Number: Adult Home , Job Job Number ' Design Engineer Adult Home j Ben Bemard _ _-__ _ Job Name: Adult Home t Phone_.-- 425-271-5598 1 - -_ FAX 425-369-6899 Address 1 15854 42ND AVE S, TUKWILA, WA 98188 State Certification/License Number MOOREFP116NP Address 2 AiJ TUKWILA Fire Marshal Address 3 Job Site/BUliding Adult Home System Density 0.050gpm/ft2 Area of Apptioatian 512.00ft2 Most Demanding Spdnklar Data 4.9 K -Factor 12.96 at 7.000 Hose Streams 0.00 + Coverage Per SPOOR,/ Number Of Sprinklers Calculated 256.00ft2 2 System Pressure Demand System Flow Demand 40.205 26.08 Total Demand 26.08 @ 40.205 Pressure Result +15.775 (28.2%) Supplies Check Point Gauges Node Flow(apm) Hose Flow(apm) Static(osi) Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 1500.00 56.000 20.000 ONN..WASNINOTON STATE a".."1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Trac oore 8851- 91-C Level 3 Moore ire Protection MOO JEFP116NP E.� J/,/� 0,0110 w.. sat iI O.t• tamns SMI • ENG_20161111_Adult_DWG_work_V3.cad Supply at Node 1 (1500.00, 0.00, 56.000, 20.000) b 1 n b Pressure, psi 7 o o 8$ 8 0 0 0 0 E �wuuu�uuuui�uuuw�uwlu�uuuni�uuuw�uuuw�uunw�nuuui�nuuw W' r i o Static Pressure 56.000 26 08 @ 40.205 s System demand curve 11111111111111111511 11 111111111 111111111 11 111 1 1 11 I I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 '°450 600 750 900 1050 1200 1350 1500 Water flow, gpm b(� © M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 11/11/2016 3:05:10PM Page 1 Hydraulic Summary Job Number: Adult Home Report Description: 2 Head Calc Job Job Number Adult Home t 0esign Engineer Ben Bernard Job Nam . Adult Home -- Slate Certification/License Number — MOOREFP116NP Address 1 --.- .-- 15854 42ND AVE S, TUKWILA, WA 98188 _ AHJ — TUKWILA Fire Marshal Address 2 Job SltelBuiaing Adult Home Address 3 — - - - — Drawing Nine • ENG 20161111 Adult DWG work V3.cad System Remote Area(s) Moel Demanding Sprinkler Dela 4.9 K -Factor 12.96 at 7.000 11. Occupancy Job SURx Residential , Manually Flowing - Hose Allowance At Source 0.00 - .. — Density Area of APPlkatkn 0.050gpm/ft2 I 512.00ft2 Additional Hose Suppias Node Flow(oom) Number Of Sprinklers Calculated ; Coverage Per Sprinlder 2 i 256.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water.Reau'red (Including Hose Allowance) 26.08 I 26.08 r - • Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.79 between nodes 1 and 4 Maximum Velocity Under Ground 4 i— � re VolacepocJly of Wet Pipes ' s Wilma oepeMly.obDry1JJPeb rF! 56.70gal Supplies Hose Flow Static Residual @ Node I (gpm) (psi) (psi) Flow Available Total Demand Required Safety Margin (gpm) (psi) (gpm) (psi) (psi) 1 56.000 20.000 1500.00 i 55.980 26.08 40.205 15.775 Contractor 1 Contractor Number MooreFire Name of Contractor. Moore Fire Protection Address 1 14401 Issaquah -Hobart Rd SE -- Address 2 Issaquah WA, 98027 Address 3 Contact Name Contact Title Tracy V Moore President Phone Extension 425-271-5598 FAX 425-369-6899 + _ E-mail I TracyVMoore@moorefire.com Web -Site moorefire.com M.E.P.CAD, Inc. 4J AutoSPRINK® VR8 v8.1.11 11/11/2016 3:05:48PM Page 2 1111 Summary Of Outflowing Devices Job Number: Adult Home Report Description: 2 Head Calc Device Actual Flow (gpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) c> Sprinkler Sprinkler 101 12.96 102 13.12 c> Most Demanding Sprinkler Data 12.96 4.9 7.000 12.96 4.9 7.167 (j © M.E.P.CAD, Inc. 4J AutoSPRINK® VR8 v8.1.11 11/11/2016 3:05:52PM Page 3 111, Node Analysis Job Number: Adult Home Report Description: 2 Head Calc Node Elevation(Foot) Fittings -3'-0 t S 20'-8 Spr(-7.000) 20'-8 Spr(-7.167) Pressure(psi) Discharge(gpm) -3'-0 WMV(-1.568) -3'-0 E(11'-01 0'-6 BaIV(-0.000) 72 , 1'-0 T(2'-0), Tr(1'-0) 73 1'-4 79 5'-4 80+ _ 9'-10 E(7'-01 116 21'-2+ T(5'-0) 40.205 7.000 7.167 37.946 34.115 32.510 32.290 32.113 30.301 28.268 7.602 26.08 12.96 -t 13.12] 1 © M.E.P.CAD, Inc. AutoSPRINK®VR8 v8.1.11 11/11/2016 3:05:56PM Page 4 Hydraulic Analysis Job Number: Adult Home Report Description: 2 Head Calc PipeTyye _ Diameter Flow Velocity HWC Friction Loss Length Pressure _ _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length ; Total Length Summary I ge Route 1 DR 1.1010 12.96 4.37 150 0.030510 7-10 Pf 0.818 101 20'-8 12.96 4.9 7.000 Sprinkler, 116 21'-2 7.602 2E(7'-0), T(5'-0) 19'-0, 26'-10 Pe -0.217 Pv BL 1.1010 26.08 8.79 150 0.111202 93'-8 Pf 15.753 116 21'-2 7.602 80 9'-10 28.268 4T(5'-0), 4E(7'-0) 48'-0 141-6 Pe 4.913 Pv FR_ 1.5980 26.08 4.17 150 0.018122 4'-6 Pf 0.082 80 9'-10 28.268 79 5'-4 30.301 4'-6 Pe 1.951 Pv FR 1.7120 26.08 3.64 120 0.019577 4'-0 Pf 0.078 79 5'-4 30.301 73 1'-4 32.113 f(-0.000), BFP 4'-0 Pe 1.734 Pv FR 1.5050 26.08 4.70 150 0.024267 0'-4 Pf 0.032 73 1'-4 32.113 72 1'-0 32.290 Tr(1'-0) 1'-0 1'-4' Pe 0.145 Pv FR 1.9850 26.08 2.70 150 0.006303 0'-6 Pf 0.003 72 1'-0 32.290 71 0'-6 32.510 BaIV(-0.000) 0'-6 Pe 0.217 Pv FR 2.0030 26.08 2.66 150 0.006032 3'-6 Pf 0.087 _ 71 0'-6 32.510 70 -3'-0 34.115 E(11'-0) 11'-0 14'-6 Pe 1.517 Pv BL 1.5980 26.08 4.17 150 0.018122 121'-10% Pf 3.831 _ 70 -3'-0 34.115 4 -3'-0 37.946 EE(2'-0), cplg(1-0), WMV(-1.568) 3'-0 Pe 124'-10% Pv BL 1.1010 26.08 8.79 150 0.111202 20'-3% Pf 2.259 4 -3'-0 37.946 Supply, 1 -3'-0 40.205 Pe 20'-3%' Pv 0.00 Hose Allowance At Source 1 26.08 v Route 2 DR 1.1010 13.12 4.42 150 0.031185 6'-10'/z Pf 0.651 14'-0, Pe -0.217 20'-10Y2 Pv 102 20'-8 13.12 4.9 7.167 Sprinkler, 116 21'-2 7.602 2E(7'-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 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 3 © M.E.P.CAD, Inc. AutoSPRINK®VR8 v8.1.11 11/11/2016 3:06:OOPM Page 5 111 Hydraulic Analysis Job Number: Adult Home Report Description: 2 Head Calc Pipe Type Downstream Upstream Diameter Elevation Flow Velocity Discharge K -Factor HWC Pt Pn Friction Loss Fittings Length Pressure Eq. Length Summary Total Length 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 Ba1V BFP BV C cplg Cr CV DeIV 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 11Y; Elbow 22%0 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®VR8 v8.1.11 11/11/2016 3:06:OOPM Page 6 111 Hydraulic Graph Job Number: Adult Home r\C)Jvl l uCSw tplluI I. L neau L alc Supply at Node 1 100 90 80 70 60 g - m 50 Static Pressure 56.000 _ N a` - -26.08 40 @ 40.205 J 30 =System 20 demand curve E 10 ► 0 7mmwiu 1((niu u1111111 111 11111 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 X150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 56.000 Residual: Pressure 20.000 @ 1500.00 Available Pressure at Time of Test 55.980 @ 26.08 System Demand 40.205 @ 26.08 System Demand (Including Hose Allowance at Source) 40.205 @ 26.08 . t. r.GHU, Inc. AutoSPRINK® VR8 v8.1.11 11/11/2016 3:06:04PM Page 7 Flow Diagram (Isometric View) Job Number: Adult Home Report Description: 2 Head Calc M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 11/11/2016 3:06:07PM Page 8 BEDROOM 3 BEDROOM 1 VITO Cl Without Comments p' As Noted in Red Per The Attached Letter DOTTED LINE DENOTES MIN. DISTANCE FROM HEAT SOURCE TO ORD. TEMP. SPRINKLER LIVINGROOM L J (7 These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current cry sr-andards. Acceptance is subject to errors and c nissions which 6', o authorize violations of ado ted '::c:,ndaros and or'"nances: The responsibility for the ;:,dequacy of des , i-F°st,t5 totally with the designer. Additions, ciPle.tio.-:..yr ,;.:-evisions to these drawings fter this date will void + �- + eptalce and wi i require a resubrnittai , r evisen (;r. wvinrgs for subsequent approval. Final acceptance is suajec; to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: I( �1 - 1C By. 1,)\-c,lL 21e cc belj. Nfr 1-140' rett,'Ivel pioviCfou ' u\ ' NURSES STATION BATH 1 DINING I.JKWILA FIRE DEPARTMENT e Se 206-575-4107 and give the File. P rrnit No. ILj�__-S `x,1-15 k _p! Lind exact adctaess for shut- down or restoration approval. KITICHEN PLUMBER TO LEAVE 11/2" MALE THREADED ADAPTER 1'-0" AFF AND 0'-6" FROM WALL. WET PIPE RISER DETAIL SCALE: NONE WET RISER ASSEMBLY LIST NO. ITEM 1 11/2" POLY UNDG. RAN FROM NEW 1" FIRE METER 2 11/2" TYPE L COPPER PIPING BY OTHERS 3 11/2" THREADED MALE ADAPTER LEFT BY OTHERS 4 11/2" APOLLO DC4A DOUBLE CHECK VALVE ASSEMBLY 5 1}/2" X 0'-6" STEEL NIPPLE TO POTTER READY RISER 6 POTTER; MODEL VSR-S FLOW SWITCH W/ RETARD 7 300# WATER GAUGE WITH 1/2"X 1/4" BUSHING 8 1"COMBINATION MAIN DRAIN INSPECTOR'S: TEST 9 1" X 1/2" GALV. 45 PIPED TO EXTERIOR OF BUILDING 10 BROKEN SPKR, HD. TO SIMULATE SPKR. FLOW Vitir BEDROOM 4 BEDROOM 5. WAITING ROOM BEDROOM 6 45° ELBOW FOR MAIN DRAIN. 11/2" POLY UG CONTINUES APPROX. 2.7' TO NEW 1.." FIRE METER. RISER LOCATION. SEE DETAIL THIS PAGE. 0 GARAGE OWNER TO MAINTAIN SPACE ABOVE 40° AT ALL.TLMES MIN. R-7 INSULATION BATT. UNDER PIPE AND SECURED TO FLOOR, JOIST; IF BLOWN IN INSULATION IS USE. SPRINKLER BRANCH LINE �. GARAGE SPACE PENDANT SPRINKLERHEAD. TYPI GARAGE INSULATION DETAIL SCALE: NONE MAIN FLOOR PLAN 10,-0 SITE PLAN SCALE: NONE SOUTH 160th ST PER FIRE MARSHAL DON TAMASO OF TUKWILA FIRE: ALL OCCUPANTS OF THIS BUILDING TO BE CAPABLE OF EXITING THE BUILDING BY THEIR OWN POWER. AHJ: TUKWILA FIRE MARSHAL 2016 NFPA 13D STAND ALONE SYSTEM DESIGN MAX. RES. PENDENT HD. SPACING 16'-0" X 16'-0" 256 SQ..FT. PER HD. TOTAL MAX. PARCEL NO. 810860-0582 LEGAL DESCRIPTION SUNNYDALE GARDENS DIV # 1 S 1/2 LESS N 136 FT NOTES: OWNER: CABIAO LEONARD F+LUZVIMINDA, 15854 - 42ND AV S. TUKWILA WA 98188. SITE ADDRESS: 15854 - 42ND AV S. TUKWILA WA 98188. RESIDENTIAL SPRINKLERS ON THIS PROJECT ARE CALCULATED AT A MAXIMUM 16'-0" X 16'-0" SPACING UNLESS OTHERWISE NOTED. NO RESIDENTIAL SPRINKLERS ARE TO BE MORE THAN 8'-0" OFF ANY WALL UNLESS OTHERWISE NOTED. NO RESIDENTIAL: SPRINKLERS 'IN THE SAME COMPARTMENT ARE TO BE MORE THAN 16'-0" APART MAXIMUM. NO RESIDENTIAL SPRINKLERS ARE TO BE CLOSER TOGETHER THAN 8'-O" MINIMUM. ALL CPVC PIPE IS TO BE SUPPORTED PER MANUFACTURER'S SPECIFICATIONS AND IS TO BE SECURED TO PREVENT LATERAL MOVEMENT PIPE IS TO BE SECURED TO PREVENT SPRINKLER HEAD MOVEMENT ALL CPVC WET SYSTEM PIPING LOCATED IN ATTIC SPACES AND EXTERIOR WALLS SHALL BE PROTECTED FROM EXPOSURE TO FREEZING TEMPERATURES WITH BATT. TYPE INSULATION (MIN.R-7) INSULATION IS TO PROVIDE ADEQUATE PROTECTION ABOVE / OUTSIDE, THE PIPING AND IS TO BE SECURED TO PREVENT THE ACCUMULATION OF INSULATION BETWEEN THE HEATED BUILDING CAVITY AND THE SPRINKLER PIPING. BLOWN IN TYPE INSULATION IS NOT ACCEPTABLE FOR THIS PURPOSE. ALL INSULATION AND ITS INSTALLATION IS TO BE BY OTHERS. MOORE FIRE PROTECTION'S WARRANTY OF WORK DOES NOT COVER ANY DAMAGE DUE TO FREEZE RELATED PROBLEMS. PIPING IS TO BE MAINTAINED AT 40 DEG. MINIMUM AT ALL TIMES BY OTHERS. MOORE FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25. FIREFLOW INFORMATION TAKEN FROM FIRE FLOW CERTIFICATE FROM HIGHLINE WATER DISTRICT DATED 12/15/14. STATIC PRESSURE 54.6 PSI. AVAILABLE FIREFLOW 1500 GPM RESIDUAL PRESSURE 49.1 PSI. 8.3 LOCATION OF SPRINKLERS 8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALLAREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 THROUGH 8.3.8. 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT2 (5.1 M2) AND LESS. 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN .CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING CONDITIONS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 FT2. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8.3.4 SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT STORAGE, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, FLOR/CEILING SPACES, ELEVATOR SHAFTS, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES: 8.3.6 SPRINKLERS SHALL NOT BE REQUIRED IN COVERED, UNHEATED PROJECTIONS OF THE BUILDING AT ENTRANCES/EXITS AS LONG AS THE. DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. 8.3:7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING CONDITIONS: (1) THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS INA COMPARTMENT DOES NOT EXCEED 100 FT3. (2) THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE LOWER CEILING ELEVATION. (3) THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE TREATMENTS IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIAL. (4) SKYLIGHTS NOT EXCEEDING 32 FT2 (3 M2) SHALL BE PERMITTED TO HAVE APLASTIC COVER. 8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS (REGARDLESS OF SIZE) LOCATED ON EXTERIOR BALCONIES, EXTERIOR BREEZEWAYS/CORRIDORS, OR ACCESSED FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED PENETRATIONS DIRECTLY INTO THE .DWELLING UNIT. 8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND/OR AIR-CONDITIONING EQUIPMENT, WASHERS AND/OR DRYERS, OR WATER HEATERS EXCEPT AS ALLOWED BY 83.8.: A LIST OF APPROVED PRODUCTS FOR USE WITH BLAZEMASTER CPUC`'" PIPE IS INCLUDED WITH THE PRODUCT SPECIFICATIONS BOOKLET. FOR A COMPLETE AND UP-TO-DATE PRODUCT SEARCH, PLEASE GO ONLINE TO <http://www.lubrizol.com/CPVC/ChemicalCompatibilityFinder.html> PAID NOV 1632016 TUKWILA FIRE f �i 0 -5W - DRAWING NO. LL 0 11 ur 0 Head Count N 160 DEG F TOTAL HEADS FOR PROJECT: 0) a 0) Q (1) State license • M co 1I h � . o N 0 N n © m LL O'w Parcel: 810860-0582 AS NOTED B. BERNARD W Eco Oco V <u LL w mom 'N D LIGHT ALCOVE MASTER BE DROOM HALL BEDROOM 6 HALL L L L STOREAGE SECTION A SCALE: 1/4" 1' - 0" Hanger No. 23. Pipe Strap Wood Screw #18 x 1.5" Pipe Pipe Strap • /// iii/ //// / / / / / ✓ / / i` • / / / / / / / /./ Wood Joist or Beam TYP.FIG #23 CPVC HANGER DETAIL SCALE: NONE OPEN DECK MAXIMUM SUPPORT SPACING FOR CPVC PIPING PIPE SIZE FEET METER 3/4" 5-1/2 (1.7) (1.8) 1-1/4" 6-1/2 (2.0) 1-1/2" 7 (2.1) 2" 8 (2.4) FAMILY ROOM MIN. R-7 INSULATION BATT. OVER PIPE \, AND SECURED TO ROOF TRUSS IF BLOWN IN INSULATION IS USED. --re.........,.....—..... , II", • SPRINKLER BRANCH LINE UNIT SPACE —� �-�—PENDANT SPRINKLER HEAD \\TYP. ATTIC INSULATION DETAIL / / SCALE: NONE /BATH 1-_ ;B; RISE 1" X 11'-4" FROM FLOOR BELOW. DROP 1" X 2'-4" TO CEILING BELOW. 4'-0" MIN. DIST. FROM SOFFIT. Hanger FIG.# 28M Stand-off Pipe Hanger Pipe Standoff Wood Screw, Pipe Hanger #18 x 11/2" / -i Wood Joist, Beam or Deck TYP.FIG #28M CPVC HANGER DETAIL SCALE NONE BATH 3 GARAGE HALL WAITING AREA 0 OD KITCHEN BATH 1 HALL 1. UPPER FLOOR PLAN SCALE: 1/4" 1` - 0/ 10'_O CLOUD DENOTES 2 MOST DEMANDING HEADS IN A SINGLE COMPARTMENT CALCULATED AT 16'-0" X 16'-0" SPACING. MIN, REQUIRED FLOW: 13 GPM PER HEAD. SYSTEM PRESSURE DEMAND: 38;9 PSI. EXCESS PRESSURE: 153 PSI. BEDROOM 1 SECTION B SCALE: 1/4" = 1` - 0" A HYDRAULIC SYSTEM LOCATION: NO. OF SPRINKLERS: COVERAGE: PER SPRINKLER: DESIGN DENSITY: AREA OF DISCHARGE: GPM DISCHARGE: RESIDUAL PRESSURE AT BASE OF RISER: STATIC PRESSURE; RE FIRE. PROTECTION ADULT FAMILY HOME 2 256 0.05 516 26.1 15.7 54.6 MOORE FIRE PROTECTION 14401 ISSAQUAH-HOBART RD. ISSAQUAH, WA. 98027 (425) 271-5598 FAX (425) 295-7188 z Z N LL 0 O. � N Revisions Head Count CS1 N 0 160 DEG F a) 0. TYCO LFII TOTAL HEADS FOR PROJECT: 0) a CI vI State license u ,q15 IC 5Iso C7 C i qOg ill - 217.i 010 =<O i 5 11R a) CC Ico c8- r. 2 O s H a U Z tD . 1-1 1-1 C CL O LL V Lu ce 4- n30 (n: 810860-0582 w L B;BEFNARD L' W.