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HomeMy WebLinkAboutPP - 405 EVANS BLACK DR - DELIVERY EXPRESS - PERMITS AND PLANS405 EVANS BLACK DR ASSOCIATED PERMITS D19-0206 D19-0156 18-F-091 D17-0246 16-F-009 D16-0062 10-S-129 08-S-483 ACE FIRE & SECURITY SYSTEMS A DIVISION OF ALARM CENTER, INC. 01/11/2016 Fi`Fc °A Y CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 ATTN.: FIRE MARSHAL RE: DELIVERY EXPRESS 405 EVANS BLACK DR TUKWILA, WA 98188 ACC Without Comments As Noted in Rep 0 Per The Attacried Letter These plans hav: rc. Mention Buret;. ndards. :fissions whit: -; dards ano .::•equacy of des:!. . ,''inions, deleru_, ttlis date will shin: resubmittal o' been reviewed by The Tukwila Fire -onformance ‘.v:th current City +s subject to errors and 3.1thorize violations of adopted ~nr The responsibility for the 'otaliy with the designer. ",1Jions to these drawings after -.eptance and will require a ,gs for subsequent approval. Final acceptatiLe field test and inspection by The Tukwila Fire. Preventior' ureau. Date: 1--)-0-1 No By: 5I 1 Ace Fire and Security Systems, a UL listed fire and security alarm installation and maintenance company, submits the following description of work that will be done at the above listed location. Scope of Work Install an A.E.S. 7788F-ULP-P fire alarm communicator. Product is UL Fire and NFPA-72 compliant, and has built-in power supply and charger. Communicator will be connected to a Federal Signal Corporation FireLarm 3000 fire alarm control unit. Point of contact: Dennis Coates, dcoates(a�alarmcenterinc.com, 360-491-6320 or 800-354-1555. Dennis Coates dcoates@alarmcenterinc.com CRTMENT ..4407 and loft No. for shut- . „ .. ; ���u• .:�....�,w. or iestuntion approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to commepcerrir.-t of .acceptance Sting or any Fire Alarm and Detatio :ystems. Fai:ur? p tet .,:q1 result in a Re -inspection Fee and termination of the testing P ,N`I 12 2016 TUKWILA FIRE x42,1'77 3 /pv ACE FIRE & SECURITY SYSTEMS A division of Alarm Center Inc. 4500 3rd Ave Lacey, WA 98503 Date: 4/11/18 CITY OF TUKWILA Community Development 6300 Southcenter Blvd., #100 Tukwila, WA. 98188 RE: DELIVERY EXPRESS 405 Evans Black Drive Tukwila,WA. 98188 Parcel #0223100036 ACCEPTED Without Comments 4'f As Noted in Reel 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire .:9jentjon Bureau for conformance with current City ndards. Acceptance is subject to, errors and o oissions which do not authorize violations of adopted 3ndards and ordsr. races. The responsibility for the i.oiequacy of desig;: totally with the designer. Additions, deletions N :evisions to these drawings after this date will void ti". acceptance aro iii: Acquire a resubmittal of r: 3, rc.r. drawcnd° for subskoioent approval. Final acceptance is subject to meld test and inspection by The Tukwila Fire Prevention Bureau. Date: 5-- c T -16 By: Ace Fire and Security Systems, a UL listed fire and secure y a arm nista a ion anmaintenance company, submits the following description of work to be done at the above listed location. Scope of Work We will be replacing the existing Fire Alarm Control Panel with a new SK5820 FACP. We will also be installing a SK5860 Remote Annunciator, AWSP-2475W-FR outside weather rated horn/strobe, and a STI 7521 -HTR weather rated heated enclosure for the annunciator. Products are UL Fire and NFPA-72 compliant. After the interconnection is done we will test the FACP and verify the signals are being received by the Alarm Center. Thank you for this opportunity. Point of Contact: Justin Fiess CAD/Permit Lead Ace Fire and Security 1 800 354 1555 x 6430 (360)481-4969 justin@alarmcenterinc.com `LL,,'ILA FIRS DEPARTMENT '7,11.,Tti. call 206-575-4407 and this Fire Permit No. and exact address for shut- tlown or restoration approval. This proposal is not a contract nor binding until our standard form agreement is executed and which will incorporate this proposal. ACE Fire & Security Systems • www.reachone.com/ace Street Address: 4500 Third Ave SE, Lacey, WA 98503 Mail Address: PO Box 3407, Lacey, WA 98509-3407 E-mail: aceareachone.com PAID Aoa 12 2O1 TUKWILA FIRE • Fax: (360)438-4244 • Phone: 1-800-354-1555 et 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. Site Address: 405 EVANS BLACK DR **PLEASE PRINT** King Co. Assessor's Tax No.: 022310-0036 Tenant Name:DELIVERY EXPRESS Suite Number: Floor: Property Owner's Name:IVY, JERRY L + DEBORAH J New Tenant? IN - Yes ❑ - No Mailing Address:450 FERGUSON DR MOUNTAIN VIEW City CONTACT PERSON -if there are questions about the submittal. Name: DENNIS COATES CompanyName:ALARM CENTER, INC. CA 94043 State Zip Day Telephone: (360) 491-6320 Mailing Address:PO BOX 3407 LACEY WA 98509 City State Zip E-mail Address:dcoatesaalarmcenterinc.com Fax Number:(360) 438-4244 Contractor's City of Tukwila Business License number: BUS -0992830 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 795.00 Scope of Work (please provide detailed information):INSTALL NEW A.E.S. FIRE ALARM COMMUNICATOR AND CONNECT TO EXISTING FIRELARM 3000 FIRE ALARM CONTROL UNIT. 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 WNER 0 UTHORIZED AGENT: Signature: —T. (``'— Date: 01 /11 /2016 Print Name: DENNIS COATES Day Telephone: (360) 481-4969 Plan Permit App.doc 8/22/14 TFD FP Form 8 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.: 0923100036 Site Address: 405 EVANS BLACK DRIVE, TUKWILA, WA 98188 Suite Number: Tenant Name:DFLIVFRILFXPRFSB Property Owner's Name:IVY JERRY L+ DEBORAH J 5N9999 Mailing Address: 450 FERGUSON DR MOUNTAIN VIEW City CONTACT PERSON -if there are questions about the submittal. Name: JUSTIN FIESS CompanyName:ALARM CENTER, INC. Mailing Address:PO BOX 3407 LACEY WA 98509 City State Zip E-mail Address:justin@alarmcenterinc.com Fax Number:(360) 438-4244 Contractor's City of Tukwila Business License number: BUS -0992830 Total number of new/relocated devices or sprinkler heads: 3 Valuation of Project (contractor's bid price): $ 6.250.00 Scope of Work (please provide detailed information): REPLACE EXISTING FACP WITH SK -5820 FACP, INSTALL SK -5860 ANNUNCIATOR. AWSP-2475W-FR EXTERNAL HORN/STROBE. & STI HEATED ENCLOSURE. Floor: New Tenant? ❑ - Yes ® - No CA 94043 State Zip Day Telephone: (360) 491-6320/ (360) 481-4969 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 ER OR AUT ORIZED AGENT: Signature: A Date: 04/12/2018 Print Name. JUSTIN FIESS Day Telephone: (360) 481-4969 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Westower Communications 405 Evans Black Dr. Permit No.: 10-S-129 Date: June 30, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess 01 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit � - ozo co, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: — 44/Af Eyvess Type of Inspection: Zock ‘pleigtere fikdse A; ---;41c Address: Suite #: 1(05-- 7 S C Pe , , Contact Person: 1G Special Instructions: & Duct: Monitor: /91k1t4? Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: asaltoitt SePayaol- Com a-Piwilve4D ul e t t O /1o/tb Needs Shift Inspection: Date:7/Zc f/j q Sprinklers: Fire Alarm:Hood & Duct: Monitor: /91k1t4? C:6470.___ Pre -Fire: Permits: Occupancy Type: Inspectoql.A Date:7/Zc f/j q 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 6/11/10 T.F.D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1)�tt/6yeteas Pei- Type of Inspection: �-, �— Address: Suite #: 45_�/�— ���K Hood & Duct: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Ye 5 Fire Alarm: leS Hood & Duct: Monitor: /9/49.41 C J%tit— F(4 O#9-16-1-- 7aeptii-wm 67),J e k., 5_/9?iJ lamf t'/'3,Rir .._. io►l-E&s-fs 1 6'r— c/�7( 66 i)( Ta /-- z-3_ 4- _ s— — O ie__, ,.)ft,c6002(jv Needs Shift Inspection: '/t) Sprinklers: Ye 5 Fire Alarm: leS Hood & Duct: Monitor: /9/49.41 C J%tit— Pre -Fire: //tom S Permits: Occupancy Type: .13 Inspector: 'F Date: ��ll `d 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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit hi -F.- 6 2-46 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: It 7 T e of Inspection: i24t4:__ Address:/ Suite #: �0T C-= va 0%(Wot- dc___ Contact Person: Special Instructions: Phone No.: .P4 --Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ci ✓Z Fig Occupancy Type: ,paovE-D — 1 •-is?-/a'LL /I- 'b7 N4 ✓i5/-(c)Q 0A) Fri O cF ,s, Le- C-- -Do ova T 57 c Cnje,Sv t •9 -7? --0 p i %Ove7 61/6--)'L .6 (-0 << Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / hilt 9- 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 667 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: --- tin21 Lker6eSS Type of Inspection: 7/4, Address: Suite #: > EV eq,4ir. Y --- Contact Person: Special Ins ructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f( rrni - Ole Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 14-2, Date: it h-141(', 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 1/ i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type o Insp ction: Address:Contact Suite #: LI'OS apkitil 6 1, i - -4 74 t Person: Special Instructions: Phone No.: V --Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1.11\-(k? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: X A <R__. Date: y /, `/ h b Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.. D. Form F.P. 113 Job Number: 2-11-0459 • *1.:37 „£ry a$SP63 .aF .. 2" Jaw Job Number 2-11-0459 Design Engineer Job Name: EVANS BLACK BUILDING State Certification/License Number Address 1 406 EVENS BLACK DRIVE AHJ Address 2 Job Site City TUKWILA State WA Zrp Code 98188 Drawing Name 2-11-0459_Revision0l_(Drawing area description).ca :,ti f 'i✓t» _, •,,• s ..'i''n:Y°.hy err"- System"�:.�� ... .,..... ,. .:���d�. ��.�:.��A';: ..". ..>... RemoteArea(s,. `w•:,• -,::«.;; Most Demanding Sprinkler Data 11.2 K -Factor 30.00 at 7.17 Occupancy" Job Suffix Ordinary Group I Hose Allowance At Source 250.00 Density j Area of Application 0.15gpm/ft2 1500.00ft2 (Actual 1532.06ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinklers Calculated ! Covera Per Sprinkler prinkler 14 196.00ft2 AutoPeak Results' Pressure For Remote Area(s) Adjacent To Most Remote Area Illerns lat. ( ,i Total Hose Streams __I 250.00 • //� '' 4 System Flow Demand 577.01 • .:Total Water Required (Including Hose Allowance) 827.01 �,``1 1 0�✓`S =✓ _ � _ ::::::t:::00Pt 32.26 between nodes 29 and 27 41kAggh Maximum Velocity Under Ground 3.35 between nodes 10 and 11 Volume capacity of Wet Pipes 1 Volume capacity of Dry Pipes 545.30gal 1 ,IBS - 7. Hose Flow Node I (gpm) Static ! Residual Flow Available @ Total Demand (psi) (psi) (gpm) (psi) (gpm) Required Safety Margin (psi) (psi) 10 250.00 150.00 20.00 5894.00 146.56 827.01 87.02 59.55 O,.y.,,.YO„Gvr' :;,, ,.,,, :�,.y.,,.."� . �., ,.<2�,,' ,,�x.:o%"-. • a �..av,l �a�'.:s'�.r',,"..,,'r.•; :/y :%�w�'',•i%, ...y.1,,:�,, :.� >_s„�;m="-, ✓''r ": ri "'s1.'rs .�,....•;:/' .,,•, i .✓' -. � k.. af;S s.i ;,.,,. ,fin Cf Contractor Number 1 Contact Name 1 Contact Trtle 2-11-10459 ; C. MILLER 1 PE Name of Contractor. i Phone I Extenvon FIRE SYSTEMS WEST I253-833-1248 Address 1 i FAX 206 Frontage Road North, Suite C Address 2 : E-mail City Pacific State WA Zip Code : Web -Sae 98047 ©M.E.P.CAD, Inc. 4fi AutoSPRINK® VR7 v7.1.7 06/22/2010 7:15:58AM Page 1 Job Number: 2-11-0459 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 111 56.59 j 30.00 11.2 25.53 Sprinkler 107 58.69 30.00 11.2 27.46 I b Sprinkler 114 30.00 1 30.00 j 11.2 7.17 j Sprinkler 110 36.32 30.00 11.2 10.52 Sprinkler 106 41.28 30.00 11.2 13.58 Sprinkler 103 49.92 30.00 11.2 19.87 Sprinkler 113 31.48 30.00 11.2 7.90 Sprinkler 109 34.71 1 30.00 11.2 9.61 Sprinkler 104 39.85 30.00 11.2 12.66 Sprinkler 102 48.52 30.00 11.2 18.77 Sprinkler 112 30.48 30.00 11.2 7.41 Sprinkler 108 33.62 30.00 11.2 9.01 Sprinkler 105 37.02 30.00 11.2 10.93 Sprinkler 101 48.50 30.00 11.2 18.76 E> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/22/2010 7:16:04AM Page 2 Ei9 Job Number: 2-11-0459 Report Description: Ordinary Group Node Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) 29 10-9 mecT(18-8) 73.29 j 30 15-0 1 T(26-4) 78.25 1 26 10-9 T(5-0) 30.79 ; 25 10-9 ', T(5-0) 33.14 27 10-9 ; PO(8-0) 37.25 24 ( 10-9 T(5-0) 12.41 21 10-9 i T(5-0) 16.18 19 10-9 i T(5-0) 23.88 20 10-9 j PO(8-0) 31.22 23 10-9 T(5-0) 11.28 17 10-9 T(5-0) 15.04 16 10-9 T(5-0) 22.54 15 10-9 PO(8-0) 29.62 22 10-9 T(5-0) 10.55 18 10-9 T(5-0) 12.91 14 10-9 T(5-0) 22.52 12 10-9 . PO(8-0) 29.19 28 15-0 T(37-8%) 79.06 11 1-0 85.44 13 15-0 E(21 -11A) 79.22 111 9-0 Spr(-25.53) 25.53 56.59 107 9-0 Spr(-27.46) 27.46 58.69 114 • 9-0 Spr(-7.17) 7.17 30.00 110 9-0 Spr(-10.52) 10.52 _ ' 36.32 106 9-0 Spr(-13.58) 13.58 _ 41.28 103 9-0 Spr(_19.87) ' '19.87 ' 49.92 113 9-0 S • r -7.90 7.90 31.4E 109 . , 9-0 Spr(-9.61) 9.61 34.7 104 9-0 Spr(-12.66) ' 12.66 39.8 102 9-0 Spr(-18.7j) 18.77 48.52 112 9-0 LSpr(-7.41) 7.41 30.48 108 9-0 Spr(-9.01) 9.01 33.62 105 , 9-0 Spr(-10.93) 10.93 37.02 101 9-0 Sp -18.76) 18.76 48.50 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 06/22/2010 7:16:07AM Page 3 Job Number: 2-11-0459 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss 1 Length 1 Eq. Length 1 Total Length Pressure Summary 1 Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 DR 1.0490 0=30.00 11.14 C=120 0.275519 17-9 Pf 5.99 114 9-0 q=30.00 K=11.2 7.17 Spr(-7.17) 4-0 Pe -0.76 24 10-9 12.41 2E(2-0) 21-9 Pv BL 1.3800 Q=66.32 14.23 C=120 0.314430 12-0, Pf 3.77 24 10-9 12.41 , Pe 21 10-9 16.18 12-0; Pv BL 1.3800 0=107.60 23.08 C=120 0.769685 10 O1 Pf 7.70 21 10-9 16.18 19 10-9 23.88 i 10-0; Pv BL 1.6100 0=157.52 24.82 C=120 0.735355 2-0 Pf 7.34 19 10-9 23.88 8-0 Pe 20 10-9 31.22 P0(8-0) 10-0 Pv CM 2.7030 0=461.73 25.82 C=120 0.431199 14-0 Pf 6.04 20 10-9 31.22 Pe 27 10-9 37.25 14-0, Pv CM 2.7030 0=577.01 32.26 C=120 0.651256 18-01/2 Pf 36.03 27 10-9 37.25 37-3'/2 Pe 29 . 10-9 73,29 3LtE(6-2%), mecT(18-8) . 55-4 Pv CM 4.2600 0=577.01 12.99 C=120 0.071059 43-01,4 Pf 6.80 29 10-9 73.29 52-8 Pe -1.84 30 15-0 78.25 2E(13-2), T(26-4) 95-9 Pv CM 6.3570 Q=577.01 5.83 C=120 0.010116 1 42-5; Pf 0.81 30 15-0 78.25 i 37-81/21 Pe 28 15-0 79.06 T(37-8%) 80-1'/2 Pv CM 8.2490 Q=577.01 3.46 C=120 0.00284433-9 Pf 0.16 28 15-0 79.06 21-11/2 Pe 13 15-0 79.22 E(21-1%) 54-101/2 Pv FR . 8.2490 . • Q=577.01 • . 3.46 •. • C=120 • 0.002844 • 14- Pf .0.16 13 15-0 79.22 41-1/ Pe 6.07 11 • 1-0 85.44 •ALV(41-1%) 55-11/2 Pv' . UG 8.3900 0=577.01 3.35 C=140 0.001969 78-01 Pf 0.27 11 1-0 85.44 61-11 Pe 1.30 10 -2-0 87.02 2E(30-6%), S 139-1 Pv o► Route 2 DR 1.0490 0=30.48 11.32 C=120 0.283785 • 11-9 Pf 3.90 112 9-0 q=30.48 K=11.2 7.41 Spr(-7.41) 2-0. Pe -0.76 22 10-9 10.55 E(2-0) 13-9 Pv BL 1.3800 Q=64.11 13.75 C=120 0.295275 8-0 Pf 2.36 22 10-9 10.55 Pe 18 10-9 12.91 8-0 Pv BL 1.3800 0=101.13 21.69 C=120 0.686247 14-0 Pf 9.61 18 10-9 12.91 Pe 14 10-9 22.52 14-0 Pv BL 1.6100 0=149.64 23.58 C=120 0.668697 2-0 Pf 6.67 14 10-9 22.52 8-0 Pe 12 10-9 29.19 PO(8-0) 10-0 Pv CM 2.7030 0=149.64 8.37 C=120 0.053627 8-0 Pf 0.43 12 10-9 29.19 Pe 15 10-9 29.62 8-0 Pv CM 2.7030 0=304.21 17.01 C=120 0.199261 8-0 Pf 1.59 15 10-9 29.62 1 Pe 20 10-9 31.22 8-0, Pv fa, Route 3 DR 1.0490 0=31.48 11.69 C=120 0.301239 11-9 Pf 4.14 113 9-0 q=31.48 K=11.2 7.90 Spr(-7.90) 2-0 Pe -0.76 23 10-9 11.28 E(2-0) i 13-9; Pv BL 1.3800 0=66.20 14.20 C=120 0.313330 12-0 Pf 3.76 23 10-9 11.28 ; Pe 17 10-9 15.04 12-0 Pv BL 1.3800 0=106.05 22.75 C=120 0.749225 10-0 Pf 7.49 17 10-9 15.04 ;Pe 16 10-9 22.54 I 10-0, Pv BL • 1.6100 0=154.57 24.36 C=120 0.710048 ' i 2-0 Pf 7.09 16 10-9 22.54 8-0 Pe 15 10-9 29.62 PO(8-0) 10-0 Pv Route 4 DR 1.0490 0=33.62 12.48 C=120 0.340244 1-9 Pf 2.30 108 9-0 q=33.62 K=11.2 9.01 Spr(-9.01) 5-0, Pe -0.76 22 10-9 10.55 T(5-0) 6-9 Pv 4i10- Route 5 © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 06/22/2010 7:16:09AM Page 4 spa Job Number: 2-11-0459 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss 1 Length 1 Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary DR 1.0490 Q=34.71 12.89 C=120 0.360938 1-9 Pf 2.44 109 9-0 q=34.71 K=11.2 9.61 Spr(-9.61) 23 10-9 11.28 T(5-0) i 5-d Pe -0.76 6-9I Pv ® Route 6 DR 1.0490 0=36.32 13.48 C=120 0.392481 1-9 Pf 2.65 110 9-0 q=36.32 K=11.2 10.52 Spr(-10.52) 24 10-9 12.41 T(5-0) 5-d Pe -0.76 6-9 Pv Route 7 DR 1.0490 Q=37.02 13.74 C=120 0.406594 1-9i Pf 2.74 105 9-0 q=37.02 K=11.2 10.93 Spr(-10.93) 18 10-9 12.91 T(5-0) 5-0 Pe -0.76 6-9, Pv Route 8 DR 1.0490 Q=39.85 14.79 C=120 0.465854 1-9 Pf 3.14 104 9-0 q=39.85 K=11.2 12.66 Spr(-12.66) 17 10-9 15.04 T(5-0) 5-d Pe -0.76 6-9 Pv ® Route 9 DR 1.0490 Q=41.28 15.32 C=120 0.497255 1-9 Pf 3.36 5- Pe -0.76 6-9 Pv 106 9-0 q=41.28 K=11.2 13.58 Spr(-13.58) 21 10-9 . .. 16.18 T(5-0) Route 10 DR 1.0490 0=48.50 18.01 C=120 0.670164 1-9; Pf 4.52 101 9-0 q=48.50 K=11.2 18.76 Spr(-18.76) 14 10-9 22.52 T(5-0) 5-0 Pe -0.76 6-9 Pv = Route 11 DR 1.0490 0=48.52 18.01 C=120 0.670605 1-9 Pf 4.53 102 9-0 q=48.52 K=11.2 18.77 Spr(-18.77) 16 10-9 22.54 T(5-0) 5-9 Pe -0.76 6-9, Pv a Route 12 . DR . 1.0490 • Q=49.92 • • 18.53 C=120 ' 0.706791 • • .1-9 • 5-0 6-9 Pf 4.77 Pe -016 Pv 103 9-0 .q=49.92 K=11.2 19.87 . . Spr(-19.87) . • 19 . 10-9 23.88 T(5-0) op. Route 13 . DR 1.0490 0=56.59 21.01 C=120 0.891431 1-9 Pf 6.02 111 9-0 q=56.59 K=11.2 25.53 Spr(-25.53) 26 10-9 30.79 T(5-0) 5-d Pe -0.76 6-9, Pv BL 1.3800 0=56.59 12.14 C=120 0.234452 10-0 Pf 2.34 26 10-9 30.79 25 10-9 33.14 1 Pe 10-0, Pv BL 1.6100 0=115.28 18.17 C=120 • 0.412731 2-0 Pf 4.12 25 10-9 33.14 27 10-9 37.25 PO(8-0) 8-0 Pe 10-0; Pv Route 14 DR 1.0490 0=58.69 21.79 C=120 0.953455 1-9� Pf 6.44 107 9-0 q=58.69 K=11.2 27.46 Spr(-27.46) 25 10-9 33.14 T(5-0) 5-0 Pe -0.76 6-9 Pv quivalent Pipe Lengths OValves'an • Fittin s C , x)n1 CValtie M liii lien':-.: ,; / Actual Inside Diameter \487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. 7t�AutoSPRINK® VR7 v7.1.7 06/22/2010 7:16:09AM Page 5 L Job Number: 2-11-0459 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings y�„s, Pe Legend; Jots Legend;;; Length Pressure Eq. Length Total Length Summary FiitiNOLSegetid 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 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 22W 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 Turn 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®VR7 v7.1.7 06/22/2010 7:16:09AM Page 6 1 1 Job Number: 2-11-0459 Report Description: Ordinary Group 1 Supply at Node 10 200 180 160 Static Pressure 150.00 140 120 .N Q ib00 . a 577.01.@ 827.01 1 87 with 02 hose streams 80 60 System demand curve 40 20 _ —1 10IIIIIIIII II I II I LLL 1 1 1 1 1 1 1 111 111 [ 11 1 1 1 I I 1 I 1 I 1 1 1 1 1 1 1 1 1 11 1 1 1 I I I 1 I L 1 _I I I 1 1 5894.00 @ 20.00 11111111 0- ti00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Supply at Node 10 Static: Pressure 150.00 Residual. Pressure 5894.00 @ 20.00 Available Pressure 5 Time of Test 146.56 @ 827.01 System Demand 577.01 @ 87.02 System Demand (Including Hose Allowance) 827.01 @ 87.02 k, © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 06/22/2010 7:16:13AM Page 7 S Z. �2X _ I.C,," OC W l (IA 1 \ UYT16 l J 0 ?' 5T©RG.G ORE5S1I~3C-, 'ROOIA 1'Iz'. ELEVA-ION `p_p' SC. LF_ 1l stn` = i►_ C1" 0' f rt, L" f;)1 0'i 0 l C ICY -91/22 C LIO G 9'- II' -I" S LENS F_..N D P.6 P F02_ IIME.SSG 12,3otfn 1-'4 ?ART111L FLU) ri _ PLAN SCALE`- 1%�l"= OR * LAPRtP..N . CLARli`f * SP N i\I KI_E RS 12.r LIA La- N \OCCL G , PEND EJJ T , C.I4RcME. , 16,5 1 / L" £ MI F tCE W / 4 O t'S ACCEPTED Without Comments As Noted In Red Per The Attached Letter r craw • , nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current c itv standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted starwaras and orolnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings alter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent $ppWVed• Final acceptance is subject to field test and inspection b1, The Tukwila Fire Prevention Bureau. 4 1 [ate: /0/14f/ 03 By: AREA OF VIT:'L IT-- 2 5 _SUE' i r t•.) 0 CA LE FILE COPY C t o LEME'S 1. CX tST 1 FJ 6 .S`(STEt'A , CM&\ D 1 N A V Cult i� (.ALE_ 2.. 1t'.1)-1 t\LLNA1DIJ 1\1 ct�tn t 3 . ALL MATE -12'A L `I ` ` E t.i VAI A t)iJ TUKWILA PARE DEPARTIA6111 Please call: 575.4407 and give this job �r and exact address for shut. -own or resturatian aoprovml NP\NGEIZ` 5ANlM`l SCREW J �A T,. " » ZIMG PAID OCT - 9 2008 Tukwila Fire CPS f LE MELASTO1K `-ta.E EVAN , a..ack '1] ZN T LIKTI I L IA W R gin BS APPROVED BY: CtT`C OF TLAK\N ft,A 0 h DRAWN BY. V SCALE: N - 0 /F DATE: lcI / 'REVISED .. •IRE.. SP R1 NKLER T I FIRE ONE. INC_ (2.0(3) 515..0311 . 101 WASHINGTON &VD., M°IGONA,WA COI DRAWING NUMBER °l LID y - 1 EXISTING PARKING EXISTING OFFICE WAREHOUSE BUILDING AC o Without Comments 1:1 As Noted in Red _ F tactied Letter These plans have b..?c- E0,,:wed by The Tukwila Fire Prevention Bureu II -mance with current City standards. ---,)bject to errors and omissions which (t) r`A.il, ,ihorize violations of adopted St_T.Indards and orc,t.3_ The responsibility for tne udequacy of design ,i_)tally with the designer. Additions, deletior;s t SSIOnS to these drawingsafter this date will veld ,:h,:;-:::,:eptance and will require a resubmittal of revisecl (.1awings for subsequent approval. Final acceptance is suoyect to fiekl test and inspection by The Tukwila Fire Prevention Bur au. -3o-f 6 Date: FITTER / LISTER NOTES : SITE PLAN20 SCALE. 1' = 20"-O" !VW/VILA FIRE DEPARTMEM Please call: 575-4407, and give this job and exact address for shut. ^Own or restoration approve! Ilona Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. 1. ALL CEILING HEIGHTS TO BE 9'-O" VERIFI PRIOR TO CUTTING DROPS. 2. ALL HANGERS TO BE TYPE B UN°. 3. •SPRINKLER HEADS ARE NOT NECESSARILY CENTERED IN THE CEILING TILES 4, DROPS TO BE PER TYP DRCP DETAIL THIS SHEET Riser Tag Deshgri Ea °CCU pancy. Total Sprinklers Num te r Of Sp rinkers Calcuiated: K-Farter: Orifice Size: Design Oen sty: A.v&a.:ie Density. Area cf 4CIifl- De rrat7d at Ease Of Rise, or Pont Of Connection. Tctai Derriard Flow(gpm): P''essurellpsi). Ora Ina 'y Group t 14 11,2 0.625 0.15gpmitt" 0.38rjpmetz 1500 iriCrTtl (Actual 15732. 'Clett;') NODE 10 577 01 $5.44 1f2 x 0-11r ATR, NUTS AND WASHERS 1 MAXIMUM LOAD FOR ATTACHMENT: • pa I PER NFPA *13 FIGURE 9.3.5.9.1 TRIM ATR TO FIT TO BEAM 1" BRACE PIPE ft T-0' MAXIMUM LOAD • 2500 BRA CE PIPE eg 7-0' MAXJMUM LOAD = 3385 Ibs. 45 10 59 DECT V .4/ TOLCO FIG. 980 SWAY BRACE END MAXIMUM LOAD RATING • 2765 lbs. Li t MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG.4A PIPE CLAMP 2015 lbs. LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA = 4-0 - --171772fff 7.- , .•101:61 E , E _ \ tir 11 di, _-, ,- _ I 1 _"__i rt. i I 1' ' 7 • l • ; F .7 -E ; ,--- - VERIFI GRID START POINT 1 ' I r ' - I ; s I ' 1 t ' t t 1' ' r; I r , -- ---- .4 ; 44'1 If : tt r_-__--,-_--, - ,,r. --f--:-..=-=: '-• - F.1 I ) -- lir x 0-6" ATR, NUTS AND WASHERS , MAXIMUM LOAD FOR ATTACHL1ENT: IN 620 Ibs PER T.411. DETALS 1' BRACE PIPE , T-0" MAXIMUM LOAD 022500 lbs. v-: BRACE PIPE Ot, r -o. MAXIMUM LOAD = 3385 lbs. 45 TO 59 DEG. -TCXCO FIG, 900 SWAY 4" •"` I; BRACEEM) MAXIMUM LOAD RATRIG = 2765 lbs. I MAXIMUM HORIZONTAL LOAD RATING TOLCO FIG. 1000 SWAY BRACE 2.5-4* • 2015 lbs. TOLCO FIG. 1001 SWAY BRACE •- 2015 2015 lbs. FOR I" BRACE PPE TOLCO FIG, 1001 SWAY BRACE r -r = 2765 lbs. FOR 11,." BRACE PIPE LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA 712-0 - - - --- - - 124 - - - 100 "20 -- - 24 --;' r'- 4 . F -; •`-'4 \ _____4_,1 I , ' , 1 1 . I i ‘. ',. -I , i '*' Or ‘7 NOr CO . ts, \ kio rl. I + , -- .----= 2-0 -, I I. 1 1 1:41' < 16 ) .f 1 f , Cl 4 i - - -- 1--------- - • 11 • ; - • - i I 'r - i I . 1, i - ra*'=" ;-- . 3 0 L. 14 7-4 f: '7.471 - a 8 :14: --- IP 13 • vr„ 1 FIRE SPRINKLERS SCALE: 18 • ;1-21-1••,5 , ;;;. ; ; ; • ; , r ;1 flfErtr "'" r Cul ",---; • , ' It .4.'7: ; Foqra-rr.#1,-r -.;; , . 1I,O'4449 r - - 1. „II I - -; ,Hir _ ._ • , • - r -.Yr- ,,,,..11Ei 1,3111,1, ,,,Ii7,-,`-', :.- ,___ R- - - -. - -.' '.-.- II...M..1140 . ., '!',,,R,...''t ' - - - - •- __ 4- tkro-'0.4- 0-1.1 - I ]1 41 - . -1,4114/1 VICINITY MAP SCALE: NONE SCOPE OF WORK t • .= , ' FEISI Bi.r.tre " !el 1.00i -V I utt4g, - THIS PROJECT IS A TENANT IMPROVEMENT. FIRE SYSTEMS WEST IS AEDING AND/OR RELOCATING SPRINKLERS TO ACCOMMODATE NEW WALLS AND CEILINGS. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 404'E TO PREVENT FREEZING. EXCLUSIONS - ALL PAINTING DESIRED OR REQUIRED, INCLUDING CLEANING OF PIPING, AND PROTECTION OF THE INSTALLED SPRINKLER HEADS FROM PAINT. - PIPE IDENTIFICATION EXCEPT THAT REQUIRED BY CODE, - ALL ELECTRICAL WIRING OF ANY KIND. - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES. DESIGN CRITERIA PER NEPA l3(2)AND CITY OF TUKWILA Aoio OFFICE - ORDINARY HAZARD GROUP 1(0.15 GPM/SF.) LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEVV SPRINKLER TO BE ADDED - NEW QUICK RESPONSE SPRINKLER VV/RECESSED CANOPY •- 1" (1-6,5) TYP. DROP DETAIL WOOD 4f 10 't UPERSCREWMANGER MATE 3/8" ALL THREAD ROD RING HANGER HANGER B SUPERSCREW (WOOD) SCALE: NONE "sm. iss. FIRST FLOOR BUILDING PERMIT # CONTRACT NAME.: EVANS BLACK BUILDING' --406EVENS BLACK DRIVE TUKWILA WA 98188 SUNSET BUILDERS 3108 'C' STREET SE AUBURN, WA 98002 PRESIDENT FRANK KNOTT Phone: 253-939-8474 Fax HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES U -HOOK SUPER SCREN COr',ICRE1r--ERT TOP BEAM CLAMP' L -ROD WASH -El; PLATE POWDER DRIVEN -STUD Hor-P WEDGE ,ANCHOR TRAPEZE CEILING) FLANGE w SIDE BEAM BRACKET 5IDE1A NDER -SHORT CI' SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT 1/2 3/8" 7/16" 112" SPRAY 3/4" 112 17132' SPRAY 3/8" 7116" 1/2" SIIDEWALL SPRINKLERS - UP & DN TEE SIZE OFEN'G OPENG SW,A UP DOWN 112" 1/2' al 1" 1" 1" 3/4" 1" 1" . 1/2" 1/2" 1' 1/2" DRY TYP 1" TEMP RATING • . 1/2" di 1* 1/2 CI 155° 286'. SYMI. TYPE t . ' + EC PENTYCO MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY EC -11 11.2k 3/4" 155CHROME CHROME 16 MK DATE BY DESCRIPTION APPROVALS REQUIRED. DISTRIBUTION: 3 001 TOTAL 16 OWNER !ARCHITECT OWNER / ARCHITECT 3 FIRE SYSTEMS WEST 3 1. ALL MATERIAL AND EQUIPMENT TO EE NEW AND UNDERWRITERS APPROVED_ 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6") WHICH ARE END TO END_ 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA *13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6_ JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM- S. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1, ALL MAIN AND WELDED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 10 JOINED W/ GROOVED COUPLINGS AND EITTINGS(UO), .2. ALL THREADED BRANCHLINE PIPING TO BE IMPORT SCHEDULE 40 JOINED W/ IMPORT CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED A- 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). '.C_ FAB BY= DES:GNPR Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-gOM WA CIL# RRESNI 14051 DATE 6/S/10 Q.:. INSTALL BY.T JOB NUMBER 2-11-0450 JUN 23 20101° laPla SHEET I I 1 OF 1