Loading...
HomeMy WebLinkAboutPP - 13733 45TH AVE S - RESIDENCE - PERMITS AND PLANS13733 45TH AVE S ASSOCIATED PERMITS 97-S-193 D97-0030 1• City of Tukwila Fire Department Fire Department Review Control #D97-0030 (510) John W. Rants, Mayor March 4, 1997 Re: Scott, Gary - 13733 45th Avenue South Dear Sir: Thomas P. Keefe, Fire Chief • The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13-4-6.4.1.2) Acceptance of residential fire sprinkler systems shall Headquarters Station: 444 Andover Park East • Tukwila Washington 98188 • Phan• 12114) VC -send . Iov. "nAl C C 442n City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Sprinkler systems shall be maintained in an operative condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Parts East • Tukwila, Washington 48188• Pia a~ (206) 5754404 . Ray- //LSI s7c4e26 m Sheet 1 of C Tri-State Plumbing, Inc./ Fire Protection 13420 NE 16TH St. Bellevue, WA 98005 Date 07/21/97 Job: EMERALD2 PROJECT INFORMATION Job_ The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Occupancy Light- Residential Density 0.01 gpm/sq.ft. Area of Operation 512 square feet Area per Sprinkler 256 Number of Sprinklers Calculated: 1 heads Authority having Jurisdiction _ NFPA-13 Hose 5.0 gpm Inside Hose System type_ _ Wet Water Supply _ 120.00 psi Static, 20.00 psi Residual 0 954.0 gpm Sprinklers _ _ 7/16 Central Residential Optima CALCULATION SUMMARY Demand 38.79 psi 0 27.7 gpm @ B.O.R.:c 105.74 psi ® 32.7 gpm -0 Supply. 119.81 psi available ® 32.7-gpm Demand is -below 'curve by 14 07. psi.f, Notes: One Sprinkler Calculation lakoraresor0 Sheet Z. ofee Tri-State Plumbing, Inc./ Fire Protection Description o•f Fitting abbreviations Code Description E Ninety degree elbow PT Plastic Tee PE Plastic 90 degree Elbow 806 Backflow: Febco Backflow Model 805Y MTR Meter Loss BV Butterfly valve GV Gate valve Description of Other abbreviations. Code Description AO Arm -over DR Drop BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalentpipelength T Total pipe length EMERALD2 07/21/97 7:32am 0 No. Code 1 DR 2 A01 3 A02 4 BL1 5 BL1 6 RI 7 UG Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Raw data previous to any calculations Sheet of (,p Diam Length. Kfacl Kfac2 Press Elev Hose HW Vel Fittings 0.884 0.5 4.2 0.884 16.0 DR 0.884 1.0 DR 1.109 1.0 A01 1.109 23.2 1.087 8.5 BL1 0.884. 80.0 RI 9.60 -0•.50 0.00 0.00 0.00 0.00 A02 0.00 0.00 0.00 0.00 0.00 18.00 -5 0.00 2.00 0.0 150 32 0.0 150 32 0.0 150 32 0.0 150 32 0.0 150 32 0.0 12032 5.0 150 32 1PE 2PE,2PT 1PT 2PE,3PT 1PT , 4PE 2E,1BV,1B06 1MTR,1GV,6PE EMERALD2 07/21/97 7:32am 0 Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Drop C = lE ---_ A 0.5 PT • 9.60 1 13.0=4.20(9.60) .5 F 7.0 PE -0.22 (EL= -0.50 ft 1 13.0 0.88 1PE T 7.5 0.08949 PF 0.67 6.80 PT 10.05 2 Bl Jc Sheet 4 of (o K -factor for drop = 13.0/(10.05)-.5 = 4.10 at Hyd Ref Pts 2 3 Arm -over 1 C = 15 A 16.0 PT 10.06 2 D 13.0=4.10(10.06)-.5 F 20.0 PE 0.00 2 13.0 0.88 • 2PE 2PT T 36.0 0.08932 PF 3.22 6.80 PT 13.27 4 Bl Jc K -factor . for arm -over 1 = 13.0/(13.27)-.5 5 3.57 Arm -over 2 C = 15 A 1.0 PT 10.06 13.0=4.10(10.06)-.5 F 3.0 PE 0.00 41) 3 13.0 0.88 1PT T 4.0 0.08932 PF 0.36 6.80 PT 10.41 4 K -factor for arm -over 2 = 13.0/(10.41)".5 = 4.03 B1 Jc EMERALD2 07/21/97 7:32am 0 Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Sheet Sr of (, Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note: Branchline No. 1 C = 15( K=7.60=3.57+4.03 A 1.0 PT 13.27 4 A01 + ACX 27.7=7.60(13.27r.5 F 29.0 PE 0.00 4 27.7 1.11 2PE.3PT T 30.0 0.11980 PF 3.59 9.19 A 23.2 PT 16.87 5 F 33.0 PE 0.00 5 27.7 1.11 1PT 4PE T 56.2 0.11980 PF 6.73 9.19 PT 23.60 6 Cross main Jct K -factor for branchline no. 1 = 27.7/(23.60)".5 = 5.70 EMERALD2 07/21/97 7:32am Sheet of Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculation The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/.ft) (psi) Ref (fps) Note; Riser C = 12( A 8.5 PT 23.60 6 Top of Riset F 7.7 PE 7.79 (EL= 18.00 ft 6 27.7 1.09 2E 1BV T 16.2 0.19990 PF 7.40 9.58 1B06 = 4.154 1B06 PT 38.79 7 B.O.R Under ground C = 15( A 80.0 PT 38.79 7 B. O. R 5.0 gpm = Hose F 44.1 PE 0.87 (EL= 2.00 ft 7 32.7 0.88. 1MTR 1GV T 124.1 0.49210 PF 66.08 17.09 1MTR = 5.001 6PE PT 105.74 8 Supply Jci Available flow at 105.74 psi is 332.9 gpm which is 300.2 gpm from curve. Supply pressure available with 32.7 gpm flowing is 119.81 psi, thus system requirement is 14.07 psi below supply curve. (11.7%) 0 Sheet 1 of G Tri-State Plumbing, Inc./ Fire Protection 13420 NE 16TH St. Bellevue, WA 98005 Date 07/21/97 Job: EMERALD PROJECT INFORMATION Job_ The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Occupancy Light- Residential Density 0.01 gpm/sq.ft. Area of. Operation 256 square feet Area per Sprinkler 256 Number of Sprinklers Calculated: 1 heads Authority having Jurisdiction_ _ NFPA-13 Hose 5.0 gpm Inside Hose System type_ _ Wet Water Supply _ 120.00 psi Static, 20.00 psi Residual @ 954.0 gpm Sprinklers _ _ 7/16 Central Residential Optima CALCULATION SUMMARY Demand 45.26 psi.0 18.0 gpm 0 B.O.R. 82.99 psi 0 23.0 gpm 0 Supply 119.90 psi available ® 23.0 gpm Demand is below curve by 36.91 psi Notes: One Sprinkler Calculatio 0 Sheet '2 of to Tri-State Plumbing, Inc./ Fire Protection Description of Fitting abbreviations Code Description E Ninety degree elbow PT Plastic Tee PE Plastic 90 degree Elbow B06 Backflow: Febco Backflow Model 805Y MTR Meter Loss BV Butterfly valve GV Gate valve Description of Other abbreviations Code Description DR Drop BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length EMERALD 07/21/97 7:28am Sheet 3 of60. O Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 1 DR 0.884 0.5 4.2 18.40 -0•.50 0.0 150 32 1PE 2 BL1 0.884 35.0 DR 0.00 0.00 0.0 150 32 2PE,3PT 3 BL1 1.109 23.2 0.00 0.00 0.0 150 32 1PT,4PE 4 RI 1.087 8.5 BL1 0.00 18.00 0.0 120 32 2E,1BV,1B06 5 UG 0.884 80.0 RI -5 0.00 2.00 5.0 150 32 1MTR,1GV,6PE EMERALD 07/21/97 7:28am Sheet 4 of Cp 0 Tri-State Plumbing, Inc./ Fire,Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Drop 1 NoteE C = 15( A 0.5 PT • 18.40 1 18.0=4.20(18.40)-.5 F 7.0 PE -0.22 (EL= -0.50 ft 18.0 0.88 1PE T 7.5 0.16335 PF 1.23 9.42 PT 19.41 2 B1 Jct K -factor for drop = 18.0/(19.41)-.5 = 4.09 EMERALD 07/21/97 7:28am Sheet 5 of Cp Tri-State Plumbing, Inc./ Fire Protectior: Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note: Branchline No. 1 0 C = 15( A 35.0 PT 19.41 2 DF 18.0=4.04(19.41)-.5 F 23.0 PE 0.00 2 18.0 0.88 2PE 3PT T 58.0 0.16308 PF 9.46 9.41 A 23.2 PT 28.87 3 F 33.0 PE 0.00 3 18.0 1.11 1PT 4PE T 56.2 0.05405 PF 3.04 5.98 PT 31.91 4 Cross main Jct K -factor for branchline no. 1 = 18.0/(31.91)".5 = 3.19 EMERALD 07/21/97 7:28am Sheet CD of 6 Tri-State Plumbing, Inc./ Fire Protection Sprinkler Systems Hydraulic Flow Calculations The Emerald Plan 13733 45th Ave. SE, Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Riser C = 12' A 8.5 PT 31.91 4 Top of Rise' F 7.7 PE 7.79 - (EL= 18.00 ft 4 18.0 1.09 2E 1BV T 16.2 0.09005 PF 5.56 6.22 1B06 = 4.10 1B06 PT 45.26 5 B.O.R Under ground C = 15' A 80.0 PT 45.26 5 B. O. R 5.0 gpm = Hose F 44.1 PE 0.87 (EL= 2.00 ft 5 23.0 0.88 1MTR 1GV T 124.1 0.25665 PF 36.86 12.02 1MTR = 5.00: 6PE PT 82.98 6 Supply Jc, Available flow at 82.98 psi is 557.5 gpm which is 534.5 gpm from curve. Supply pressure available with 23.0 gpm flowing is 119.90 psi, thus system requirement is 36.91 psi below supply curve. (30.8%) 4, 'Ot v,l. C,ti Dtrl\ t1V1 Noo �L.f'CZ.�s.�c^►.� L go fi rE- • 11 a) • -. L�- (e) -f c5n- s) Z'.tc J t(Q ofc.- -'V t.ac. kNAk t\ 0 Z Introduction Central Sprinkler Company in conjunction with BFGoodnch ha created a fine of Blot: eMa.,tor CF''c tPo..t Chfvrntated Polyv nyl Chlonde) sprinkler pipe Central BlazeMaster pipe sy ^tette are designed specifically for lire sprtnller systems and provide tre following ads tages over traditional sprinkler piping systems: Increased hydraulic capabilities IC Factor = 150) No precutting and expensive fabrication required NSF approved for potable water e Can be easdyconnected to other sprinkler piping systems Flexibility in the piping for greater ease of installation _ Resistant to rust. scale and foreign contaminant build up Inexpensive tools required for installation Greater resistance to seismic activity than copper or steel systems Easily repaired or modified on site Easily transported and handled at installation Resists sweating and condensation Listings and Approvals Central Sprinkler B1azeMas er CPVC spnnkler piping systems were tested and are Listed by Underwnters Laboratories Inc for use in Residential occupancies as defined in NFPA 13D the Standard for installation of Spnnkler Sys ems in One and Two Family Dwellings and Mobile Homes. Residential occupancies as defined in NFPA I3R the Standard for Installation of Sprinkler Systems in Residential Oen-ponces to Four Stones in Height. Light Hazard occupances as defined in NFA 13 the Standard for installation of Sprinkler Systems Re'um mr plenums - CaVC pine and fits nos have neer in esagated by ill ana found to comply with the comaust.b.i r reaairemeets c the-maplastic spnnkler pipe as des ben in NFPA SOA. the Stanaara for installation and Ventilat.ig Sys e -ns Unde ground usage for pipe ranging in size from 3/4 3' as trstalled in accordance with ASTM 02774 aro N- PA 13 Central Spnnkier BlazeMaster CWC sa•mk'.er p Pe and fittings are Lsted by Mat k n Res dental bt_Jd rias as aett^e_ b / N'aA 13D a-= faRThe kC&A)srng ^unbe is 43 (la M. Ce-tral Sonnsne Biaz4Maste CPVC sprw'Le p pe and htargs a e lis ed by NSF tar potab e rate ,.saee Special Note- Central Bfa-.eztaster CPVC sprml to pipe .s UL Lis ea for use with Cereal and or othe ULB azeMas er Ls ea CWC fi ting_ FIeese consult the cu'rent UL Di ectary Favor' Mutual IFM' f:pr., a. is pefaing for Centrai 3 a-eMas e C-1rC sarmule p pe a -d !tunes Please ccrsult Central Sornde s Corporate hesacuane-s at 1 800-523 6,12 for ft.rthe nfc-nation on Lstirtas and Apo ova's '7"/ tr e..La-re79A. c.t9 _ RS r FILE 1 Where and how to use a Central BlazeMaster System 1 Central BiazeMas e pipe and filings shall be enplovea in t et sys e s only (A 7 et p pe sste- a rs ate a s ^an- a e- wate supply so that the v. a er witi d scharae mmectate'y when the spnrsle is opened ) Central BlazeMaster shall not be used in a system using compressed au or other gases. 2. National Fire Protection Association Standards 11 ISR and 13r shall be re'erencea for design and irisallc :o- requireme-3 tr cant: --Lion with these instructors. 3. Central BiazeMas•er pipe and other Listed httirgs car be used it concealed or exposed sprinkler systems as follows For a concealed installation. the piping shall be protec ed by f- plywood sou t3. ir' gypsum dywall o acoustical ce ng canes we ghmg a muumum of 035 pounas pe squa e foot w nen tnstallea with rretadic support grds. For residential oruaarcies seined in NFPA 13D and 13R. the minimum p otection shall consist of one layer of plywood In these ccses ary s andaro s: n ..e head rated at 170T or less may be ased For an exposed installation. Inc system shall only be Installed beneath a s-nootn flat horizontal ceding In ins case Ls ed Quik Response sprinklers having deflecto-s installed within 8 from the ceiling or Listed Residential spnnkle's Installed in accordance w th their Listing and a maximum distarce between sprinklers not to exceed 15 feet. Please review Support and Hance Recommendations on page 6 for evposed Installations. * For an exposed installation. lasted Quick Resporse honzontal sidewall sprinkle's having deflectors Installed watt a 6 inches from the ceding and within 4 inches from the sidewall or Listed Residential horizontal sidewall spnnklers located in ac-ordance with their Lasting and a maximum distance between spnnklers not to exceed 14 feet. 4. Central BlazeMaster sprinkler pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150 F 5 Central BlazeMaster spnnkler pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers as referenced in NFPA 13. However NFPA 13R and 13D permit the omission of spnnklers from combustible concealed spaces and Central BlazeMaster can be Installed in these areas when spnnklenng residential occupancies according to the.e standards. 6 In installations where EkrzeMaster CPVC spnnkler pipe runs through an attic space that requires spnnkle a CPVC piping snail be protec' ed in order to me•t the requirements of tts UL Listing The Authority Having Iunsdlctton shall be consulted prior loony installation o CPVC in attic spaces requinng pnnklers. Protection methods and requirements may vary by junsdicuon and are subject to cote pretation 7 Central f rrahkxa.•r o nnklcr pipe and Guile- when n.. allod in nn air i k nue twill to a minimum hr rzonta] do tarts e ..24 Indira fmm au wpisnna tit the rv-tlina match ¢ ventiicm,ri gnllw 8 Before penetrating lire atad wall. and partition. coil-ult bu ndmq and Authorii, Huvuig furi.dhr.i n in yrsur arc -7 ^entrat Blazelvfarter syst. rte should be designed and sr -tailed so that the pir. Ina I. not e pccud to ercemtv41emr A-rature:, from ;rr-ilts heat producing sources suit as light fixtures batla..aand .team lines. Pipe shall n A be positioned! directly o/'•r open vrntilat g ilL. Note- There in no exact rrinimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heal . ou- r.. Kfinimur^ dr.tances are a function of the ..pecihc heat producing source the ma'omum ambient temperature heat shielding if any and proximity of CPVC piping systems to the above Mame conailt Centrax. Te-hnical Services department for answer regarding specific heat sot.r^es and recommended Central BlazeMa :ter CPVC spacing 9. Dunng periods of remodeling and renovation arpropnate _steps shall be taken to protect the piping from fire exposure if b e ceiling a temporanly removed. I trn\ IF ACCEPTED O Without Comments • As Noted In Red • Per The Attached Letter ,IPtweto StZ.e These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city Standards Acceptance is subject to errors and ort'itssions which do not authorize violations of adopted 7a x:lards and ordinances The responsibility for the adequacy of design rests totally with the designer ridditions, deletions or revisions to these drawings after ii is date will void this acceptance and will require amu --submittal of revised drawings for subsequent approval r ,nal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date VS/ %2 By 41-4 / C cithimaamosto s i -r. 1 _r 5000' +` - - LOT # neo Sguare Feet - 3,333333 i 1x `ice PATO M 12.0�t - 1_ C. PS\ - J4 C ' i BUILDING - `FOOTPRINT 1340 Scare Feet d g �s Fs GARAGE s11 0 - 5000 4 - STREET SITE PLAN 4 w.> s1_ L3 wc.e-t ./ca t" , 3 st?utNv • Q ' 't*- 15Or W Ji...1 saac 1 G.SC tZ �;�iC- ►`���•" _$J - \3 P 2 +.0-)CZAJuc_ G [.0 --- .4=t- Support o Support and Hanger Recommendations' Some hangers designed for metal pipe are suitaole for CP'vC pipe. The banger should have a load bearing surface at least 1f however this is not required. The harger shall not have rough or sharp edges which can cone in c-mact with the pipe Do not use under sued hangers. Hangers with sufficient slang shad be selected based on pine sue if hangers for 1F pipe). Pipe hangers must comply with the apprapnate Stardard. NFPA 13. 13D or 13R. whichever applies Some local cones may not aLo a plastic to metal contact In this case plastic s'eeves or vinyl electncat tape should be used to mola.e the me enols. PLUMBERS TAPE OR 1 HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 130 APPLICATIONS. Pipe Bracing with Standard Band Hanger Taloa Inc. makes three hanger/restraining devices that are available for use with Central BfazeMaste the Toko Model No 22. shown left can function as a hanger and as a restraining device. Asa restnnnmg device mon the hanger so that the fastener Is downward - Installation in this manner will prevent upwara movement of the sprinkler head dunng activation. The Toko Model No. 23 as shown below can function as a hanger and as a resiraimng strap Both products incorporate features which protect the pipe and ease installation. The patented Corea edge design protects the pipe from any tough surface The hex head sell hreadmg screw (furnished with the prod.tel is e,.s iv uistalled using a recFagsable electne drill and socket anacnmeu No preari.hng at a coat hole is required. Both Toko Model 22 and 23 wen designed and tested tar CPVC plastic pipe ooly and are Minted for this application. The Tolco Model 22.21. and 2S satisfy both support and vertical restraint anima. For more Information about Tolco prod..cm. consult Central Spnr.k.er Temp 'F 73' I 5;4 Table L • Support Spacing Z-fftJ CPVC SDR 13.5 tr 6 Nomuwal Hos She 11 i14 Ir 1 614 7 6 1 • Hanger/Support Spacing Br-ause Centre. SlmeNtcster pipe is more ngid than other types of pia ..e ^Mesa die support spacing shm/n cot Tablet. shall be aarered to wren installing the system. For exposed mstallahons. Listed support devices shaft be used which mount the BlcaeMaster piping directly to the ceiling or side wall. f ti t VIN/VC.-1 i--2 C..VaN t✓AGKr=i_w+� Pt`��=Y� y y_c itis--ljLtzc -I OC ...4./.44.4=1114.34 C+-1 aSQ. Cc t t+.r`,, -" Ts:�' L 1=CC-.'.' ll� Q F,�JL�•3 —C WG G.Z f' �-� J v TUKWILA FIRE DEPARTMENT' Please call: 575.4407 and give this job No 97-S-/$3 and exact address for shut, down or restoration approv L PO4•419Wfrt-ei-vt-t-ti "/P. '") 34 i39 S � \ • 0 R:✓GE rtEfG+-i t' til 12 o f TYPICAL vP TOP PLATE ) SE CONI• , FLOCR I 2,ciA coy'yt`�- rAd'4 F-OOR • Pt :4 '1 r„f't, s trpx4A. 81 MASTER LAY 240 9 1 -4e OC 2x FRAMED ARCI-IllAY 1 to - in \• v\ • 2® O Oo '7124 5 -rit=e \--E 11 - A / HANGER LEGEND "U" HOOK B COACH SCREW ROD C D TOP BEAM CLAMP E EYE ROD F G H J K L M N P R CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" BOLT MACHINE THREAD ROD TOGGLE NUT POWER DRIVEN STUD WEDGE ANCHOR T U V W x Y FITTING LEGEND F P SN MT • 11 SLIP FITTING PIPE -O -LET SHAPED NIPPLE SADDLE RIGID GROOVED COUPLING GROOVED COUPLING 0 J" HYDRAULIC REFERENCE POINT 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING OSTRUCTURE TO CENTER LINE OF PIPE 114 INCHES SPRINKLER LEGEND O O 0 • • D DESCRIPTION UPRIGHT ON LINE UPRIGHT ON 1" SPRIG UP PENDENT ON LINE PENDENT ON DROP DRY PENDENT SPRINKLER DRY HORIZONTAL SIDEWALL HORIZONTIAL SIDEWALL 1- C�-'tE � ��- Fit-/NIZA t-Av FV-F-4,0V4E, D4 r Uc.-tam 2£ it�S-s;- y �� 2 `T . MP— •i No --W- G 3 w4-1FRE P+PIuJc� vis *4 �.�rnc— `t'�uSStS C362- t►,.L C.XTFA► c - %.,4 a.t._S� TF4 tP L3t�.A.�Cc�+.k St-kPL_ eZJ ►� c'I _ F'1 .-->/-=c S_x_ _i 41--- -tom P''t'‘tavi ttJTEwog- cam-�t1��. HwSG 2r� lei5r�ov2 Z-MUSS Cai st /1 \ 99366zzOthstzvs.g40:99pscret 4x8 DP '1 BEAM - MASTER 13E1DROOM .4O DF 1 BEAM UY JOiSTITRUSS DANGERS a.• 11111101111 811111.111111111111111111111=1 PINING ROOM h!i!� Qi4 A , 01V040: Inc I. STt 0 NtENIN b1%.1",1;111:124:" 1.271Aisli ATTIC BBI 4 ATTIC SD • ATTiC HIP REVISIONS APPROVALS REQUIRED DISTRIBUTION SPRINKLERS USED QUAN SYMBOL TEMP DESCRIPTION 2c. • 1S4 csc. Rte_ �S? /las• wk •-r cry/ TOTAL THIS SHEET GENERAL NOTES 1 ALL MATERIAL AND EQUPMENT TO BE NEW AND WITH UNDERWRITER S APPROVAL 2 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PHAMPHLET NO 13-t› 3 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITFI NFPA PHAMPHLET NO 4 PIPING SHALL BE IN ACCORDANCE WITH NFPA PHAMPHLET NO 13-r? 5 JOINING OF PIPE AND FITTING THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PHAMPHLET NO 13.- 6 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPE FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 7 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By 8 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 9 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED BY JOB NAME E.1„ -A - CONTRACT Wall ATE PLUMBING INC ESTABUSHED NINETEEN HUNDRED F1FlY FIVE MECHANICAL CONTRACTORS U FIRE SPRINKLER CONTRACTOR juL 3 0 997 BELLEVUE, WA 98 (206) 643-3830 DESIGNER DATE. SHEET JOB NO/47 THE COMPLETE LINE/ 167567 is ,_ F_ Gc.._ O '") 34 i39 S � \ • 0 R:✓GE rtEfG+-i t' til 12 o f TYPICAL vP TOP PLATE ) SE CONI• , FLOCR I 2,ciA coy'yt`�- rAd'4 F-OOR • Pt :4 '1 r„f't, s trpx4A. 81 MASTER LAY 240 9 1 -4e OC 2x FRAMED ARCI-IllAY 1 to - in \• v\ • 2® O Oo '7124 5 -rit=e \--E 11 - A / HANGER LEGEND "U" HOOK B COACH SCREW ROD C D TOP BEAM CLAMP E EYE ROD F G H J K L M N P R CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" BOLT MACHINE THREAD ROD TOGGLE NUT POWER DRIVEN STUD WEDGE ANCHOR T U V W x Y FITTING LEGEND F P SN MT • 11 SLIP FITTING PIPE -O -LET SHAPED NIPPLE SADDLE RIGID GROOVED COUPLING GROOVED COUPLING 0 J" HYDRAULIC REFERENCE POINT 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING OSTRUCTURE TO CENTER LINE OF PIPE 114 INCHES SPRINKLER LEGEND O O 0 • • D DESCRIPTION UPRIGHT ON LINE UPRIGHT ON 1" SPRIG UP PENDENT ON LINE PENDENT ON DROP DRY PENDENT SPRINKLER DRY HORIZONTAL SIDEWALL HORIZONTIAL SIDEWALL 1- C�-'tE � ��- Fit-/NIZA t-Av FV-F-4,0V4E, D4 r Uc.-tam 2£ it�S-s;- y �� 2 `T . MP— •i No --W- G 3 w4-1FRE P+PIuJc� vis *4 �.�rnc— `t'�uSStS C362- t►,.L C.XTFA► c - %.,4 a.t._S� TF4 tP L3t�.A.�Cc�+.k St-kPL_ eZJ ►� c'I _ F'1 .-->/-=c S_x_ _i 41--- -tom P''t'‘tavi ttJTEwog- cam-�t1��. HwSG 2r� lei5r�ov2 Z-MUSS Cai st /1 \ 99366zzOthstzvs.g40:99pscret 4x8 DP '1 BEAM - MASTER 13E1DROOM .4O DF 1 BEAM UY JOiSTITRUSS DANGERS a.• 11111101111 811111.111111111111111111111=1 PINING ROOM h!i!� Qi4 A , 01V040: Inc I. STt 0 NtENIN b1%.1",1;111:124:" 1.271Aisli ATTIC BBI 4 ATTIC SD • ATTiC HIP REVISIONS APPROVALS REQUIRED DISTRIBUTION SPRINKLERS USED QUAN SYMBOL TEMP DESCRIPTION 2c. • 1S4 csc. Rte_ �S? /las• wk •-r cry/ TOTAL THIS SHEET GENERAL NOTES 1 ALL MATERIAL AND EQUPMENT TO BE NEW AND WITH UNDERWRITER S APPROVAL 2 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PHAMPHLET NO 13-t› 3 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITFI NFPA PHAMPHLET NO 4 PIPING SHALL BE IN ACCORDANCE WITH NFPA PHAMPHLET NO 13-r? 5 JOINING OF PIPE AND FITTING THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PHAMPHLET NO 13.- 6 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPE FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 7 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By 8 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 9 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 CUTTING AND PATCHING (IF REQUIRED) TO BE PROVIDED BY JOB NAME E.1„ -A - CONTRACT Wall ATE PLUMBING INC ESTABUSHED NINETEEN HUNDRED F1FlY FIVE MECHANICAL CONTRACTORS U FIRE SPRINKLER CONTRACTOR juL 3 0 997 BELLEVUE, WA 98 (206) 643-3830 DESIGNER DATE. SHEET JOB NO/47 THE COMPLETE LINE/ 167567