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HomeMy WebLinkAboutPP - 9124 EAST MARGINAL WAY SOUTH - AIRFIELD BUSINESS CENTER BLDG A - PERMITS AND PLANS9124 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D13-0352 14-F-094 14-S-045 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: 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.: 47zc/A) c. Site Address: 9 i 0 0 c mitiLLA Suite Number: Ot 12 4 Floor: 60 ..1/t/i) Tenant Name: F C- tet F-% Eti> c' tea- ( New Tenant? Nj - Yes - No Property Owner's Name: fin/ 0 0 D /" t c 0 < Mailing Address: P 0 l ' O( (o S 4 / iL�12 g- L aw (� h, ,:1 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: T'( i) .) 27 Day Telephone: 2-" Z I— 21 S 4 - Company Name: CH Ca- Co c51- +2 u Ctt v r3 0 Mailing Address: -1 '' 5 S. Z 0 Co -.-s^ N'f IN A- 9`SJ O Z Z City State Zip E-mail Address: L)L.e i` ( Ct c L4e, CoA +1 )Lft'.J • cq,,,4ax Number: 26 3 - 63 Z • 2 - Total number of new/relocated devices or sprinkler heads: t 4 vv Valuation of Project (contractor's bid price): $ Z S 0 Scope of Work (please provide detailed information): Nt- o D F S r -w Car in. +1 . , a ti 9/1- • /a Ictet 4'11 5 ieN c. Pa f <<_E- T, r 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: _.1 Print Name: "" E D Q0 Date: 1•ll•(`,,LL Day Telephone: �' is • 2 9 3 - 7 .t ¢ `i Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: I 1 Z"1 Maf(rnt ( j3(i $ Tenant Name: Air -6 k1 Zus less ( n -ter /( King Co. Assessor's Tax No.: 54 22 .. " 0150 Suite Number: Floor: Property Owner's Name: W 30d dou S LLL New Tenant? ❑ - Yes 0- No Mailing Address: P o • box (954 kArIC.land City bo `1 E083 State Zip CONTACT'+PERSON-if there are questions about the submittal.? Name: 1'tO 1 x- I*L0 \ / MI % �rQL) Day Telephone: 3 4c62- 1c)W Company Name: 01 y rn pi C. Secu f/ 44 / c_ Orn (Y11y math S S\ 54f rC S Mailing Address: PC), 8c4 9 GO' q&2z3 City 'J State Zip E-mail Address: h e a44 y'& S\(S4Exfl i a- t'tl eS . COO(r 1 Fax Number: 3(o() -(L62 —2:2-1 1 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 2, 6,15. 00 tt � Scope of Work (please provide detailed information): J.. fly t O' ,,y., 11 Of D�- 2 -i(1 SnbeS 13, 2 Sqs 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: ` 41V_( i Date: Print Name: WC/1/4-4\e C 11/4-A Q U r `' PAID Day Telephone: Plan Permit App.doc APR 1 2014 TUKWILA FIRE tr8vkO kea TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Airfield South 9124 East Marginal Way S Permit No.: 14-S-045 Date: March 17, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 1/2 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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 20 or more sprinkler 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 of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. INSPECTION RECORD Retain a copy with permit Do-0 wty P©5.. CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 INSPECTION NUMBER PERMIT NUMBERS Project: frifr-grtioi au Type of Inspection: Address: q /1 (-1 C- Mk,,.) GtJa / S. Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: FA-- Fi tAc ( ©'z AN\ Needs Shift Inspection: `Y Sprinklers: Y Fire Alarm: M4014,4, I Hood & Duct: i'IT Monitor: .Gctsamk AI.avt--- Pre -Fire: Permits: Occupancy Type: S --D.-- Inspector: A3 Date: SI -C,-1 `f 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 TUI ,ILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is resnonsible for supplying manpower for Final Acceptance Test with two-way communications. Date :..71c) lc( Permit# f`l—F—c'?y Property Address 9I a I r_ , ��,Na.1("44. S. Suite # City TUKWILA Zip Code c(q.l t,SI Name of Facility AZ �; �tc� `�� ; Ne S C e Occupied as Owner or Representative Phone # Installing Company Ot y,,i c Sec o, r`jy C c wk . Installing Contractor's Address , ()_ 3(:),c 3CS-cy City ra clisNs -'i Phone #l:?c c CS'a-- 108' Installer's Name (PRINT) 5+ ve,s (1A4 tb rte License and/or Certificate / 140-1.13r2.S)tg7CeCVS- General Contractor ---r-c � Electrical Contractor 4cc c7 - , o C(1.C4 C i 1.L FRCP Equipment Manufacturer A `rlodel m C11-10 y ,41 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by c- -e L.,e nt 1Vt ft (1!) On (date) /(0,3/ty and includes the devices listed on back. Circle all that apply: NFP. 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 _14 NFPA 70, National Electrical Code, Article 760 Manufacturer's lrstictions )C Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor SIGNED System Firmware: Installed version 014 Initial program N (0 - Installation System is monitored by C ti- is t e fl (i4 r,v Date 5(6 f t y Checksum n>(r4- Date Revisions and Reasons Date Programmed by _ / \ EQUIPMENT INSTALLED AND TESTED: Control Panel of — Make/Model Manual Station of Make/Model Smoke Detectors — •of _ Make/Model Heat Detectors— of _ Make/Model Duct Detectors of Make/Model AN Devices of J Make/Model i+ 5 L / w)tic e Ice. Audio Devices of Make/Model Visual Devices 3? of Make/Model 53 c. / t,.�Le e(cctL, Auto Door Release _ of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator of Make/Model HVAC Controls of Make/Model Fire Alarrn Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkle. System. ;Fire a iarm connections only; Water Flow Sw. of Make/Model Valve Tamper Sw, of Make/Model PIV of Make/Model E1. c. Alam Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., andior NFPA 72 Chapter 6? Yes y) No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed byr1,e,.,eil /Ybaithre.caN_ Title ml ✓�•{ �sS Date ,aa3%/G% Comments: eddins\Fire Alarm Certificate doc Revised: 10'28104 TFD FP Form #110 411 Hydraulic Summary Job Number: S14-25 Report Description: Ordinary Group I Job Job Number S14-25 Design Engineer Ted Queen Job Name Airfield South Ste 9124 State Certification/License Number Address 1 9100 E Marginal Way AHJ Address 2 Tukwila, WA. Job Site/Building Address 3 Drawing Name S14-25 Airfield Suite 9124 1-8in System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 30.00 at 7.175 Occupancy Ordinary Group I Job Suffix Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 832.00ft2 (Actual 832.77ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinlders Calculated 8 Coverage Per Sprinkler 100.00ft2 ifs......... l IIIIIE- `- 1111110111 Theodore M. Queen `-- Total Hose Streams 250.00 4930-0205-C Level3 Archer Construction, Inc. • 0 System Flow Demand 239.91 Total Water Required (Including Hose Allowance) 489.91 ARCHEI.219DR IM Maximum Pressure Unbalance In Loops `-(j Empires �V r� v 1V31114 0,000 dsimmar Maximum Velocity Above Ground 11.46 between nodes 9 and 104 Maximum Velocity Under Ground 1.39 between nodes 1 and 2 Volume capacity of Wet Pipes 1219.37ga1 Volume capacrty of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required I Safety Margin (psi) (psi) 1 250.00 120.000 20.000 1 8000.00 119.430 1 489.91 44.675 I 74.755 Contractor Contractor Number 22 Contact Name Contact Title Name of Contractor Archer Construction Phone (253) 872-7222 Extension Address 1 7855 South 206th St FAX (253) 872-7277 Address 2 Kent, WA 98032 E-mail Address 3 W eb.Site �y ©M.E.P.CAD, Inc. 141 AutoSPRINK® VR8 v8.1.11 03/11/2014 1:24:06PM Page 1 Summary Of Outflowing Devices 1 Job Number: S14-25 Report Description Ordinary Group Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 104 30.86 30.00 11.2 7.593 Sprinkler 105 30.84 30.00 11.2 7.583 Sprinkler 109 30.20 30.00 11.2 7.268 Sprinkler 110 30.28 30.00 11.2 7.309 Sprinkler 111 28.89 18.00 5.6 26.622 b Sprinkler 112 30.00 30.00 11.2 7.175 Sprinkler 113 30.08 30.00 11.2 7.215 c' Most Demanding Sprinkler Data E, © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 03/11/2014 1:24:07PM Page 2 1 Node Analysis Job Number: S14-25 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 44.675 239.9' 104 9'-0 Spr(-7.593), fd(63'-0) 7.593 30.86 105 9'-0 Spr(-7.583), fd(63'-0) 7.583 30.84 109 9'-0 Spr(-7.268), fd(63'-0) 7.268 30.20 110 9'-0 Spr(-7.309), fd(63'-0) 7.309 30.28 111 8'-6 Spr(-26.622) 26.622 28.8£ 112 9'-0 Spr(-7.175), fd(63'-0) 7.175 30.0Q 113 9'-0 Spr(7.215), fd(63'-0) 7.215 30.08 114 8'-6 Spr(-26.370) 26.370 28.76 2 1'-81/2 ALV 35.996 3 14'-51/2 T(30'-0) 30.460 4 14'-51/2 PO(10'-0) 30.296 5 14'-5% 30.292 6 14'-5% PO(10'-0) 30.190 7 14'-5% PO(10'-0) 30.154 8 16.-1% mecT(5'-0) 27.307 9 16-1% mecT(5'-0) 27.345 10 16'-5 mecT(5'-0) 26.226 11 16'-5 mecT(5'-0) 26.072 12 16'-7 mecT(5'-0) 27.141 13 16'-8' mecT(5'-0) 25.824 14 16-8% mecT(5'-0) 25.670 15 16'-9% mecT(5'-0) 26.805 101 15'-11% Spr, T(10'-0) 29.253 Sprinkler 102 15'-11% Spr, T(10'-0) 28.629 Sprinkler 103 15'-11'/z Spr, T(10'-0) 28.590 Sprinkler 106 16'-2 Spr 27.283 Sprinkler 107 16'-3 Spr 28.498 Sprinkler] 108 16'-3 Spr 27.131 Sprinkler ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 03/11/2014 1:24:08PM Page 3 Hydraulic Analysis r Job Number: S14-25 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length j Pressure Eq. Length Summary Total Length j Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Gil Route 1 BL 1.0490 30.00 11.14 120 0.275519 7-3l Pf 21.834 112 9'-0 30.00 11.2 7.175 Sprinkler, 72'-0 Pe -3.338 14 16-8% 25.670 2E(2'-0), mecT(5'-0), fd(63'-0) 79'-3 Pv BL 1.6100 30.00 4.73 120 0.034205 8'-5 Pf 0.287 14 16-8% 25.670 Pe 0.114 11 16-5 26.072 8'-5 Pv BL 1.6100 60.20 9.49 120 0.124051 8'-9Y2 Pf 1,092 11 16-5 30.20 26.072 Flow (q) from Route 3 Pe 0.119 106 16-2 27.283 8'-91/2 Pv BL 2.0670 60.20 5.76 120 0.036740 1'-3 Pf 0.045 106 16-2 5.6 27.283 Pe 0.017 9 16.-11/2 27.345 1'-3 Pv BL 2.0670 91.06 8.71 120 0.079010 6-4 Pf 1.211 9 16-1% 30.86 27.345 Flow (q) from Route 6 10'-0 Pe 0.072 102 16-11% 28.629 T(10'-0) 15'-4 Pv RN 2.0670 91.06 8.71 120 0.079010 1'-6 Pf 0.909 102 16-11% 5.6 28.629 10'-0 Pe 0.652 6 14'-5/2 30.190 PO(10.-0) 11'-6 Pv CM 4.0260 182.26 4.59 120 0.011097 9'-2% Pf 0.102 6 14'-5/2 91.20 30.190 Flow (q) from Route 2 Pe -0.000 5 14'-5/ 30.292 9'-2'/ Pv CM 6.0650 182.26 2.02 120 0.001509 2'-7Y Pf 0.004 5 14'-5/2 30.292 Pe 0.000 4 14'-5% 30.296 2'-7' Pv CM 6.0650 239.91 2.66 120 0.002508 35'-3Y2 Pf 0.164 4 14'-5/2 57.65 30.296 Flow (q) from Route 7 30'-0 Pe 0.000 3 14.-51/2 30.460 T(30'-0) 65'-3'/ Pv CM 7.9810 239.91 1.54 120 0.000659 12'-9 Pf 0.008 3 14'-5/2 30.460 Pe 5.527 2 1'-8Y2 35.996 ALV 12'-9 Pv UG 8.3900 239.91 1.39 140 0.000388 373'-1014 Pf 6.208 2 1'-8/ 35.996 Supply, 88'-2%2 Pe 2.472 1 -4'-0 44.675 BV(20'-41/2), 2E(30' -6Y2), 462'-1 Pv BFP(-6.028), GV(6'-91/2), S 250.00 Hose Allowance At Source 1 489.91 a Route 2 BL 1.0490 30.08 11.17 120 0.276939 7'- Pf 21.947 113 9'-0 30.08 11.2 7.215 Sprinkler, 72'- Pe -3.337 13 16-8Y2 25.824 2E(2'-0), mecT(5'-0), fd(63'-0) 79'- Pv BL 1.6100 30.08 4.74 120 0.034381 8'-41 Pf 0.288 13 16'-814 25.824 Pe 0.114 10 16-5 26.226 8'-4% Pv BL 1.6100 60.36 9.51 120 0.124689 6'-614 Pf 0.817 10 16'-5 30.28 26.226 Flow (q) from Route 4 Pe 0.089 108 16'-3 27.131 6-614 Pv BL 2.0670 60.36 5.77 120 0.036928 3'-6 Pf 0.129 108 16-3 5.6 27.131 Pe 0.047 8 16-1% 27.307 3'-6 Pv BL 2.0670 91.20 8.72 120 0.079245 5'-314 Pf 1.211 8 16.-11/2 30.84 27.307 Flow (q) from Route 5 10'-0 Pe 0.072 103 16-11% 28.590 T(10.-0) 15'-3'/ Pv RN 2.0670 91.20 8.72 120 0.079245 1'-6 Pf 0.912 103 15'-1114 5.6 28.590 10'-0 Pe 0.652 7 14'-514 30.154 PO(10'-0) 11'-6 Pv CM 4.0260 91.20 2.30 120 0.003083 11'-7 Pf 0.036 7 14'-512 30.154 Pe -0.000 6 14'-514 30.190 11'-7 Pv a► Route 3 BL 1.0490 30.20 11.21 120 0.278843 7-0 Pf 22.028 109 9'-0 30.20 11.2 7.268 Sprinkler, 72'-0 Pe -3.224 11 16-5 26.072 2E(2'-0), mecT(5'-0), fd(63'-0) 79'-0 Pv a! Route 4 BL 1.0490 30.28 11.24 120 0.280273 7-0 Pf 22.141 110 9'-0 30.28 11.2 7.309 Sprinkler, 72'-0 Pe -3.224 10 16-5 26.226 2E(2'-0), mecT(5'-0), fd(63'-0) I 79'-0 Pv Route 5 BL 1.0490 30.84 11.45 120 0.289993 6-8 Pf 22.812 105 9'-0 30.84 11.2 7.583 Sprinkler, 72'-0 Pe -3.088 8 16'-114 27.307 2E(2'-0), mecT(5'-0), fd(63'-0) 78'-8 Pv GO Route 6 �t ©M.E.P.CAD, Inc. MAutoSPRINK® VR8 v8.1.11 03/11/2014 1:24:09PM Page 4 Hydraulic Analysis 1 Job Number: S14-25 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.0490 30.86 11.46 120 0.290350 6-8 72'-0 78'-8 Pf 22.840 Pe -3.088 Pv 104 9'-0 30.86 11.2 7.593 Sprinkler, 9 16-1% 27.345 2E(2'-0), mecT(5'-0), fd(63'-0) ® Route 7 BL 1.0490 28.76 10.68 120 0.254773 6-1d 7-0 15'-10 Pf 4.031 Pe -3.596 Pv 114 8'-6 28.76 5.6 26.370 Sprinkler, 15 16-9% 26.805 E(2'-0), mecT(5'-0) BL 1.6100 28.76 4.53 120 0.031629 7'-5'/ 7'-51/2 Pf 0.235 Pe 0.101 Pv 15 16'-9%: 26.805 12 16-7 27.141 BL 1.6100 57.65 9.09 120 0.114527 10'-7 10'-7 Pf 1.213 Pe 0.144 Pv 12 16-7 27.141 107 16-3 28.498 BL 2.0670 57.65 5.51 120 0.033919 8'-9'/ 10'-0 18'-91/2 Pf 0.637 Pe 0.119 Pv 107 16'-3 5.6 28.498 101 15'-11% 29.253 T(10'-0) RN 2.0670 57.65 5.51 120 0.033919 1'-6 10'-0 11'-6 Pf 0.390 Pe 0.652 Pv 101 16-11% 5.6 29.253 4 14'-51/2 30.296 PO(10'-0) GP Route 8 BL 1.0490 28.89 10.73 120 0.257027 8'-71/2 7'-0 15'-7'/ Pf 4.014 Pe -3.495 Pv 111 8'-6 28.89 5.6 26.622 Sprinkler, 12 16'-7 27.141 E(2'-0), mecT(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) .1 C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter 4.87 = Factor ( Schedule 40 Steel Pipe Inside Diameter / g, ©M. E.P. CAD, Inc. AutoSPRINK® VR8 v8.1.11 03/11/2014 1:24:09PM Page 5 r 11A Hydraulic Analysis Pipe Type Diameter Job Number: S14-25 Report Description: Ordinary Group I Flow Velocity HWC Friction Loss Downstream Elevation Upstream Pipe Type Legend Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend Fittings Legend 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 BaIV 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 111A° Elbow 22W 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 [y © M.E.P.CAD, Inc. ipAutoSPRINKO VR8 v8.1.11 03/11/2014 1:24:09PM Page 6 Hydraulic Graph Job Number: S14-25 Description: Ordinary Group I Supply at Node 1 Pressure, psi cn o An $' u o � to o c 11tttt1111111111111111111111(11 11111(11111 11111 1111111111111111 111111111111111111111111111111111 Static Pressure 120.000 239.83 @ 44.675 489.83 with hose streams System demand curve IIB!_IIIIIIIII 111111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 I 1 I 1 I I 1 I 11 I 1 I I 1 I I_ I 1 1 I I I I 11 I I I I I I I I I U 00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph Supply at Node 1 Statk: Pressure 120.000 Residual'. Pressure 20.000 @ 8000.00 Avadable Pressure at Time of Test 119.430 @ 489.83 System Demand 44.675 @ 239.83 System Demand (Including Hose Allowance at Source) 44.675 @ 489.83 © M.E.P.CAD, Inc. 4111 AutoSPRINKOD VR8 v8.1.11 03/11/2014 1:59:55PM Page 1 Bulletin 172 Rev. F Model JL112 & J112- Pendent W 0 ECLH - Extended Coverage Light Hazard Reliable ECOH - Extended Coverage Ordinary Ha¢amd ECOH - Extended Coverage Ordinary Hazard - Quick Response Model JL112 & J112 ECLH/ECOH Pendent & Recessed Pendent (SIN R7216 — Link and RA7216 — Bulb) Quick Response for Light Hazard (16'x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1m x 6.1m) spacing) • Quick Response for Ordinary Hazard (12' x 12' (3.7m x 3.7m) and 14' x 14' (4.3m x 4.3m) spacing) • Standard Response for Ordinary Hazard (16' x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1m x 6.1m) spacing) Features 1. Extended Coverage Ordinary Hazard and Light Hazard protection to 400 ft2 (37.2 m2) per sprinkler. 2. Nominal K = 11.2 (160). 3. Available in Pendent or Recessed Pendent styles. 4. Recessed pendent version provides 34" (19mm) adjust- ment to flush pendent position (see adjustment table). 5. Available in brass, chrome, polyester coated and Electroless Nickel PTFE (Teflon®)* plated 6. For applications as per NFPA 13. Approvals Organizations 1. Underwriters Laboratories, Inc. (UL) 2. Underwriters Laboratories of Canada (cULus) UL Listing Category Sprinklers, Automatic and Open Extended Coverage Sprin- klers -Ordinary Hazard Occupancy UL Guide Number —VNIV. The Reliable Model JL112 and J112 sprinkler are Extended Coverage Sprinklers for use in both Light and Ordinary Hazard 1 and 2 occupancies with a coverage area of up to 400 square feet (37.2m2) per sprinkler. For all light hazard applications it is a Quick Response sprin- kler. For ordinary hazard applications, it is a Standard Re- sponse sprinkler when the spacing is 16' x 16' (4.9m x 4.9m) and larger. When the spacing is 12 x 12' (3.7m x 3.7m) or 14' x 14' (4.3m x 4.3m), the sprinkler is Quick Response for ordinary hazard applications. The use of ECLH/ECOH sprinklers can provide lower instal- lation costs by requiring fewer sprinklers, less piping and re- duced labor. ECLH/ECOH sprinklers are to be installed according to the design criteria shown in this bulletin, NFPA 13, and all other lo- cal codes and ordinances. Flows and pressures as shown on pages 2 and 3 of this bulletin, must be used for the appropriate spacing and for the designated hazard classifications. *DuPont Registered Trademark SIN RA7216 is Corrosion Resistant with White or Black Polyester Coating or Electroless Nickel PTFE (Teflon®)* plating. Model JL112 Pendent (R7216) - Link Model J112 Pendent (RA7216) - Bulb This ECLH/ECOH sprinkler is available in various finishes, which includes a white polyester corrosion resistant finish. ECLH/ECOH sprinklers are available in a pendent or an attractive recessed pendent type which provides up to 34" (19mm) of escutcheon adjustment. Design Criteria Reliable Model JL112 & J112 ECLH/ECOH sprinklers shall only be used in systems designed and installed in accordance with NFPA 13 and all other local codes and ordinances. The following design criteria also apply: • Minimum sprinkler spacing is 8 ft (2.44m). • Sprinklers have a minimum flow requirement for each spacing as shown in the Row Requirements Table on the reverse side. • Sprinklers are only to be used in systems hydraulically designed per NFPA 13. • Deflector to commodity clearance shall be a minimum of 18 inches (457mm). • ECOH sprinklers shall be installed in unobstructed construction as defined in NFPA 13. • ECOH sprinklers which are installed above the bottom of a horizontal obstruction, shall have their deflectors located as shown in the Obstruction Table on page 3. • Sprinklers can be installed under a sloping ceiling not exceeding 2 inches (50.8mm) of rise in 12 inches (304.5mm). • Maximum working pressure is 175 psi (12.1 bar) at the sprinkler, The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 m Annun. (exist) 0 m N 11'-2" ate orrice HS 30cd 24'-0" Open office s H5 Strobe Horn -Strobe 5 15cd 15cd s 70'-4" (o 0 1-1 FAP existing HS existing • 9124 East Marginal Way So. Tukwila, WA Tenant Improvement, Fire Alarm Existing system is healthy and there are no as-builts for pre-existing system build. Field verify that voltage drop is less than 10% at end -of -line. Field-test current draw to verify that current remains within FAP capacity. Fire Alarm TI by Olympic Security & Communications PO Box 3559 Arlington, WA 98223 360.652.1088 OLYMPSC012QP PAID APR 28 2,114 TUKWIL,A FIRE AC ErrND D Without Comments 15r As Noted in Red O 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 design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: L� -.D,g l `I By: ;ll TUKWILA FIRE DEPARTMENT Please call 206-57547 and ghe this Fire Permit No. c/ F -ocly and enact address for shut- down or mon approval. NOTICE • 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing .t a .0 ) Ordina Groil • I.0.150gpm/ft2 for 832.00ft2 tta t=s 11=1 ma c = tea - 7-71 1" ARM -OVER (PER PLAN) 1" 90° EL 1" DROP (PER PLAN) -� 1" x 1/2" MERIT F3.150 - A.D.N. PENDENT SPRINKLER (PER PLAN) L SNAP TEE @ (E) BRANCH TYP. HARD DROP DETAIL Ns T°1 Ems: SU -"FG TED ,' N O ' 51T w � E-4$ Y i y ;ON. CNI T T F'VTUrE':, SUL'T` 1" ARM -OVER (PER PLAN) 1" 90° EL-� 1" DROP (PER PLAN) - SNAP TEE @ (E) BRANCH 1" x 3/4" 48" SPRINKFLEX BRAIDED FLEX DROP PENDENT SPRINKLER (PER PLAN) TYP. FLEX DROP DETAIL Airfield South Ste. 9124 - Riser Tag Design Basis Occupancy: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser Total Demand Flow(gpm): 239.91 Pressure(psi): 36.308 Water Supply Information At Time Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Ordinary Group 1 8 11.2 0.625 0.150gpm/ft2 0.288g pm/ft2 832.00ft2 (Actual 832.77ft2) P.L. 474'-- 7" 120.000 20.000 8000.00 SCOPE OF WORK: ARCHER CONSTRUCTION WILL MODIFY THE EXISTING OVERHEAD SPRINKLER SYSTEM TO ACCOMODATE THE NEW LOW OFFICE TO BE BUILT IN THE CORNER OF THE EXISTING WAREHOUSE. EXISTING UPRIGHT SPRINKLER PROTECTION ABOVE THE NEW OFFICE IS TO BE LEFTAS IS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BYA WET SYSTEM MUST BE MAINTAINED ATA MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 7. NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPTAS SHOWN). DESIGN CRITERIA: PER NFPA 13 (2010) & THE CITY OF TUKWILA OFFICE - ORDINARY HAZARD GROUP 1 (.15/900* SQ. FT.) - ENTIRE NEW OFFICE IS 833 SQ. FT. * - REMOTE AREA HAS BEEN REDUCED PER NFPA#13 FOR BUILDINGS USING QUICK RESPONSE SPRINKLERS WITH LESS THAN 20'-0" CEILING. LISTER /FITTER NOTES 1) NEW PIPE TO BE SCH. 40 AND JOINED WITH DUCTILE IRON FITTINGS AND COUPLINGS. 2) DROPS TO NEW HEADS IN CEILINGS TO BE PER TYPICAL DROP DETAILS ON THIS SHEET (U.N.O.) HEADS TO BE CENTERED IN QUARTER POINT OF 'SECOND LOOK' GRID CEILING TILES WHERE POSSIBLE USING SPRINK FLEX 1 x 3/4" 48" LONG BRAIDED FLEX DROPS PER FLEX DROP DETAIL. HEADS IN HARD -LIDS TO USE ADJUSTIBLE DROP NIPPLE PER HARD DROP DETAIL. 3) EXISTING UPRIGHT SPRINKLERS ABOVE CEILING TO REMAIN. 4) EXISTING WALL AT SOUTH END OF OFFICE IS SHEATHED FULL HEIGHT TO ROOF DECK. OTHER PERIMETER WALLS TO BE 10'-0" HIGH. NEW OFFICE INTERIOR WALLS TO BE TO BOTTOM OF CEILING. 5) EXTENDED COVERAGE HEADS ARE SPACED AT 14' x 14' MAX. (WHICH QUALIFIES THEM AS QUICK RESPONSE SPRINKLERS). PIPING LEGEND: 8-6 1 = NEW PIPING = EXISTING PIPING = RELOCATED PIPING = SNAP (U -BOLT) MECHANICAL TEE Military Airplanes ( ) 9124 Eget::._ Marginal Way S `The Museum of (fight \ haeing�p. `t)evetopnienf Center ., 8 10n fi;' : Owns St S Pdgrlm St ' S Piny Sl 5t )4t5 Sl . l'E1:. Bi1LDINGA 16,1''0 SF it' Golf and: r try:Club` ((ff f Flatiron Ford . Truck Center tpl,'. (E) 8" D.I. AREA CF WORK (1021 5F) (E) 1 -STORY BLDG : 5112th St',. • �s G"wamis(i preserve hiverside residences ',(S+)`. : .S1t4th Goy } 14'.'..,; : S 1,i5fh.Sf /_\ VICINITY MAP t Comments in Red ttached Letter 3'-10 r-Itaa P.L. 518'-5" hese pia .. evention ,ndards. n revi r conform is sub t authorize and-erdi nces. The responsibility for the T.I. FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" REVISIONS HANGERS -10 0 10 20 40 HYDRAULIC DESIGN INFORMATION SCALE: 1/8" = 1'-0" F1 FR RAI414 0 r SITE PLAN SCALE: 1" = 50'-0" SCALE: 1" = -50 50 100 200 SCALE: 1" = 50'-0" d by The Tukwila Fire ce with current City to errors and olations of adopted fxquacy of design rests totally with the designer. r1 )tions, deletions or revisions to these drawings after I-tIs crate will void this acceptance and will require a :submittal of revised drawings for subsequent approval. -!nal acceptance Is subject to'fleld test and inspection by I he Tukwila Fire Preventtt n Bureau. Date: 3 -I-1 w 1 By: 4161 ( •wast -•-- SCALE' NO SCALE NO SCALE ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS 'DATE-DESCRIPTION—BY-ABEAM CLAMP W/ RETAINING STRAP B—SIDE BEAM BRACKET -C—EYE SOCKET -D—NUT & PLATE WASHER E KWIK-BOLT F HDI -P G SAMMY SIDEWINDER - H—SAMMY SUPERSCREW -.I—COACH SCREW ROD -K—CEILING FLANGE AREA NVm1ER REMOTE dRFO SQ. FT. CODE FMCITV PMISQ. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TTPE ,AREA PER SPRINKLER TOTAL SYSTEM KtUUIRCMtN I SI HYDRAULIC DESIGN INFORMATION L U -HOOK -M—SHORT STRAP - N—WALL BRACKET -P-- TRAPEZE AREA NUMBER REMOTE AREA SU. r r. TOTAL SYSTEM KEW VIKtMtN 1 SI CODE DENSITY PMlSR. FT. •IAZARD INSIDE HOSE ALLOWANCE 1 OUTSIDE HOSE ALLOWANCE TYSTEM TTPE AREA PER SPRINKLER 1 * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO -i— (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 120 PSI RESIDUAL 20 PSI SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMPCANOPYQTY RELIABLE J112 RA7216 ECOH PENDENT CHROME 11.2 3/4" 5/8" 155° F1 CHR 6 GPM FLOWING 8000 GPM • RELIABLE F1 FR RA1414 QR RECESSED SSP CHROME 5.6 1/2" 1/2" 155° F1 CHR 2 DATE & TIME 0 RELIABLE G R1025 SOLDER LINK SSU BRASS 5.6 1/2" 1/2" 165° PER: MIKE C. - TUKWILA WATER LOCATION: SITE ARCHER GOV0412MG41:1OKo u 1@ PROJECT: Airfield South Ste 9124 9100 E Marginal Way Tukwila, WA. Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCiHEI'219DR T 1 0 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. !�l�S- owls and exact address for shut- down or restoration approv AM MAR 11 2014 TUKWILA FIRE //27 J' ,X12oa - SITE & FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S14-25 NOTES: 0 EXISTING SOLDER LINK SSU GRASS 5.6 1/2" 1/2" 165° TOTAL PROJECT SPRINKLERS = 9 FIRE SPRINKLER DIVISION 7855 5 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 WSCL#: ARCHEI*219DR CONTRACT W/: CONTACT: PHONE: TCL BRIAN 425 - 330 - 2001 AUTHORITY: TUKWILA FIRE DEPT. DESIGNER: TED QUEEN SCALE: VARIES DATE: 3-11-14 REVISED / / PLOTTED // FP 1 OF 1