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PP - 13138 INTERURBAN AVE S - JACKSONS FOOD STORE / SHELL GAS STATION - PERMITS AND PLANS
13138 INTERURBAN AYES ASSOCIATED PERMITS 12-F-069 12-5-082 17-S-027 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.: Site Address: 13138 Interurban Ave S Tukwila, WA Suite Number: N/A Floor: Ground Tenant Name: Jacksons Store #631 Property Owner's Name: PACWEST ENERGY LLC Mailing Address: 13138 INTERURBAN AVE S 98168 New Tenant? ❑ - Yes a No CONTACT PERSON -if there are questions about the submittal. Name: Chase Auker Company Name: Archer Construction Inc . Mailing Address: 7855 S 206th St Kent, WA 98032 City State Zip Day Telephone: 253-872-7222 City State Zip E-mail Address: CAuker@ArcherConstruction . Corn Contractor's City of Tukwila Business License number: BUS 0992634 Total number of new/relocated devices or sprinkler heads: 3 Fax Number: 253-872-7277 Valuation of Project (contractor's bid price): $ 1,100.00 Scope of Work (please provide detailed information): Add relocate Dry Sprinklers in Freezer Unit as required for new walls and ceilings. 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: Date: 2-10-17 Print Name: Chase Auker Day Telephone: 253-872-7222 Plan Permit App.doc 8/22/14 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** PAID APR 02 2012 TUKWILA FIRE King Co. Assessor's Tax No.: O(X3000 /O$ Site Address: /51346 I MTG 2 U R-Bgk1 A) s • Suite Number: Floor: Tenant Name:. A CK.S 0 til SS S W (7.G * (O3 ! New Tenant? ❑ - Yes ❑ - No Property Owner's Name: ?kg GW C S T GN E.(' C C C Mailing Address: 34-150 C. CO M M G 12-04 A C- C4- PICEA p IP J ID `1 Z City State Zip CONTACT PERSON -if there are questions about the submittal. Name: -2 DC4-6 4 D Day Telephone: 2.53. Sit • 12_22 Company Name: 4/2C -/-/CE.. cokArr? - crl o&/ /,c/ C . Mailing Address: TOSS s. 0471-4 Sf• KA.--A../ City E-mail Address: POELia APo f AQ14612-e4kareucT,Awt. c.o i wry 9603 State Zip Fax Number: 2-53 • $-12 •12.11 Valuation of Project (contractor's bid price): $ I 0 $3'I • ac Scope of Work (please provide detailed information): I s -1S' i4' -t_ JJE,w t=i2G KC.CR_ .5YS rctA Sr19R-Ttn.1C, I' - o" Ig FF /14 12.-1.5c Root,/t- CWDCE-GQ-tjf&,o 8Y OTI-f 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 UTHORIZED AGENT: Signature: Date: Date: `l ' 2 • 2.012._ Print Name: I En= Q- DG c.6 A O Day Telephone: 253-812•'12.2.2 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Jackson's Store 13138 Interurban Ave S Permit No.: 12-S-082 Date: April 23, 2012 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'h 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 20 or more heads require hydrostatic test and system isolation if necessary. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • Provide a spare sprinkler head and sprinkler wrench box at the riser. • The fire department connection (FDC), shall have the building address stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and be protected from potential vehicular damage. • 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. • 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Jacksons Store # 631 13138 Interurban Ave S Permit No.: 17-S-027 Date: February 13, 2017 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. • Comply with all three comments on BCE plan review letter dated December 27th 2016. • 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). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with pjermi Vc° .O/! - 2 8a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5,i4 o,0 Type of Inspection: F'r T,kv. I Address: / 31 3 8' i.4S Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: FO.V F - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,'"1:4_> --;Date: 6/Z7/'Z Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ty 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 L/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p/i - a - PG r� — /24. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 ci Project: 0'4,40► s c.?,,, S Type of Insppection: ,r`rte r;,,1a--t Address: j 3 / 3 i .s9S Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f-yyj ,5-3 Date: ,M.7jiz_ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with periit 412 - va 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: gmcjese.,,, ,r-3 Type of Inspection: F, I-;1" tat t f,c•c-7-.,. Cc, ? Address: / 7 3 7 Suite #: i Al Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r,2.= Needs Shift Inspection: ,r-3 Sprinklers:/ G /2-7 /i 2 Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,r-3 Date: G /2-7 /i 2 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 Di! -2t /Z -S—otr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 7,4-.esc,4 Date: Type of Inspection: sr, i,,,, k te,L F.114/ Address: / )i sr Suite #: 2 45. Contact Person: CL.-../4— Special Instructions: Phone No.: „Q -3_772-72-2-2_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Date: Sprinklers:/ Hrs.: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Gir153 Date: e Alp L Hrs.: p $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 pe ,pJ/- Z.8'6 /2-F-vG9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1G,c,,C sa... S Type of Inspection: f;'it. 101..N0.1 >.+a4 / Address: / 3 13 Y Z.45., Suite #: Contact Person: !e art Special Instructions: Phone No.: vO 3G9 .5-Y ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: G, Phns 0.9 0•.5407" 61( (j fee -ref 4- Cow, lejrP ,P4' p a) .54. rd s ov< cm...4ti4 5 °, S,: Gal 01( _ 0 00/.'i S `.76.5 ____2_57 0 OKrs tOc- sracb aK_ d AtcPa...../ 1....X...4- ' , a.'rw1; n A:17 ,Ov.._....1 © Awe- 'fir FAGiI..Io Ale 64440.,,,1 Tr...•. {,1.� a� 0 S.', .0,04. re -.. i- _ a,.1 0/a 14 S ZS 1 © 5p, -..•e1.4 rt Bak, oec E.••I e.• 1:4,.e._ VA Lis A? 25'.4 ZY4 ZY. �� O/v 0 Sy 04".., AA,'resf stIt� , a 7,-,..5 (Sole_ _al( 4,2 K... x et,x. & 751.4prey dam, S.1nvjtr �iGiYe i v . T 'P . Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: "VA Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fjns-3 Date: ‘/Z 7/it_ Hrs.: p$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 co PIERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: j1 -5-A-CTs o n> --cod\))e.e Type of Inspection: 5 Ce,)-6— Address: i 31 3 0 Suite #: ...LA --S Contact Person: Special Instructions: Permits: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0/(__ T -e) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: c,..,\, s--� Date: 6// / j L 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 'DI — 2 g( Retain a copy with perm PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 _ 206-575-4407 Project: � i vy) Sprinklers: Type of Inspection: t-lt L --cc- Address: Suite #: 1 ( 3 $ Z.I, p LS' Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: i) \-%.0 lcQ c9 . Occupancy Type: ' Q.ernn \i tarAwl c� ckft.e-c oar-u,rwcl ctw - o.A. oC' -.rt )- ? 0 C- S -1 0r -j L; s kr% c l _tar c-ouvvIlt . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 5( 21, ( 12_ Hrs.:5 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip.. Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit FIL DI-��se PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: J kc icsc$.. s S ve 47-6.3 1 Type of Inspection: UST Pi .3 Address: .� 3 �Ns�l Suite #: ,4v S Contact Person: Cc,� I Special Instructions: Peri Svc.. -bet i- 0 T- StL04G1.4.../ Co1,47.4.4.v.-ewf ii kcS Phone No.: 4-11s G) - /o k3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Peri Svc.. -bet i- 0 T- StL04G1.4.../ Co1,47.4.4.v.-ewf ii kcS `t Vara ✓ ►/r Govfr% 1 l acs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /4)....\,L3'1 I Date: s"---/ _ ' Hrs.: I, $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 pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: \ S��k 5o s S tvr-e /f--63 I Type of Insp ction: i- p-t-k-,iK) (b.ewt o Address: 3 ) 3 Suite #: i g -��s- Contact Person: CiA4-r L_ Special Instructions: / Phone No.: 4-(0-s - Gs -e- /063 ved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: / Pre -Fire: Permits: Occupancy Type: Did -abs o c Id -2, Pressor -t_ v -e s \ 4 u ,1„ pr o c imi / A % e% csTh p s -1- D lZ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i0, Cr,..,, T2-- Date: s,4///i Z 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 ,KWILA FIRE PREVENTION ELIBAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206=575-4439 E-mail: tukfdprv@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 responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 6(2Sf'i Z Permit # 12 ` °61 Property Address / j . ."b -h Ave .. - Suite # City TUKWILA Name of Facility Zip Code sa C'h I631 (L1( 5th, Occupied as s / a /Sir& Owner or Representative $o' -;J - Installing Company (Iorw C`M "^ c" k'''f , Installing Contractor's Address Pi • '&» I ?J1 City Ly f^ il 1A/zr0 v/A °/ 2,11' '16 - °1''n Phone Q'/# Installer's Name (PRINT) HA1cs f?'o' !'� ^ (L'` l License and/or Certificate NAjT llGEil 3-L1 lhaa-PH RJot 5r Al 0-%CI6 General Contractor . E Phone # (..-.<1.3) `f S`{ 2 pet 6r1 ° 11 t h Electrical Contractor j Y-1 FACP Equipment Manufacturer Sl { ''1 � Model # SD This system has been installed,lepre-tested and gperate,�,�n accordance with the standards listed below and was inspected by Com'" 1 H' -'t- ✓juTdi On (date) 0-l(12- <1.') 6�2-5l/ 2- and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central StationMonitor SIGNED'` System Firmware: Installed version Initial program Installation Checksum A - 44 A PP .2_ S'aD -CGd.-111( System is monitored by N . ( YV I 01.11lo"\'^'rj Date ‘0---s7; 2 -- Revisions and Reasons Date Date Programmed by < 1 144-41517 EQUIPMENT INSTALLED AND TESTED: Control Panel 1 of / Manual Station q of q Smoke Detectors I of I Make/Model S t (e -lit iiiii 41AP-2-.g. Heat Detectors of A Make/Model Duct Detectors of 0 Make/Model A/V Devices of 4 Make/Model Syill. S Audio Devices I of 1 Make/Model .$ 4. i 5e-ksati- loo' Ge tI Visual Devices 7 of 14 Make/Model S.( d 4+ Se 4\ -- Auto Door Release 0 of ° Make/Model Trouble Indictors of 0 Make/Model Batteries Readings Battery 25 ,1 Full Load .6 Charge 2-9 3 S Make/Model Si -kl– Make/Model Si ( Generator _ of 3 Make/Model HVAC Controls of Make/Model Fire Alarm Dialer J_ of 1 Make/Model c. ( ' WI" S>..v$ Monitored by + Annunciator I of 1 Make/Model Ci Ir.H6 /Ay ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. I of f Make/Model Sr -41 Valve Tamper Sw. ,2- of Make/Model Sysf - " "' PIV I of / Make/Model Cis w S sw- Elec. Alarm Bell of 0 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., and/or NFPA 72 Chapter 6? Yes r/ No Test of alarm System on emergency power, satisfactory? Yes "� No — Test Witnessed by Title Date Comments: eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 ** The SK -5208 and SK -5217 limits alarm current to 95mA per zone. The SK -5208 alarm current includes 10% of system zones in alarm, but in no case less than three zones per UL 864. - Global Project Values: Project Name: Jackson Store #631 Standby Hours: 60 110SILENT 1 KNICI I`I' Project ID: Alarm Mins: 5 Prepared By: Ron Murphy Derating Factor: 1.2 SK -5208 Calculations Date: 3/26/2012 Voltage Drop Warning Version 02.26.09 Threshold %: 10 Panel ID: SK -5208 Model: SK -5208 Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: Sprinkler Room Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts g%Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL SK -5208 SK -5208 Main Control 1 0.140 0.550 SK -5217 SK -5217 Zone Expdr 0.000 0.000 SK -5235 SK -5235 LCD Remote - 1 0.030 0.050 SK -5280 SK -5280 Display Mod 0.000 0.000 SK -5220 SK -5220 Dir Con Mod 0.000 0.000 SK -7181 SK -7181 Zn Cnvtr 0.000 0.000 IDC -1 Smoke 2WB 0.000 0.095 IDC -2 Waterflow 0.000 NA** IDC -3 Pull Station . 0.000 NA** IDC -4 Pull Station 0.000 NA** IDC -5 Pull Station 0.000 NA** IDC -6 Duct Smoke 0.000 NA** IDC -7 Control Valve 0.000 NA** IDC -8 PIV 0.000 NA** IDC -9 Initiating Device Ckt 9 0.000 NA** IDC -10 Initiating Device Ckt 10 0.000 NA** IDC -11 Inactive, Add SK -5217 0.000 NA** IDC -12 Inactive, Add SK -5217 0.000 NA** IDC -13 Inactive, Add SK -5217 0.000 NA** IDC -14 Inactive, Add SK -5217 '' 0.000 NA** IDC -15 Inactive, Add SK -5217 0.000 NA** IDC -16 Inactive, Add SK -5217 0.000 NA** IDC -17 Inactive, Add SK -5217 0.000 NA** IDC -18 Inactive, Add SK -5217 0.000 NA** IDC -19 Inactive, Add SK5217 0.000 NA** IDC -20 Inactive, Add SK -5217 0.000 NA** IDC -21 Inactive, Add SK -5217 0.000 NA** IDC -22 Inactive, Add SK -5217 0.000 NA** IDC -23 Inactive, Add SK -5217 0.000 NA** IDC -24 Inactive, Add SK -5217 0.000 NA** IDC -25 Inactive, Add SK -5217. 0.000 NA** IDC -26 Inactive, Add SK -5217 0.000 NA** IDC -27 Inactive, Add SK -5217 0.000 NA** IDC -28 Inactive, Add SK -5217 0.000 NA** IDC -29 Inactive, Add SK -5217 0.000 NA** IDC -30 Inactive, Add SK -5217 0.000 NA** NAC -1 Notification Appl Ckt 1 0.000 0.575 #14 Solid 2.52 0.00 20.40 0.00% NAC -2 Notification Appl Ckt 2 0.000 0.446 #14 Solid 2.52. 0.00 20.40 0.00% NAC -3 Notification Appl Ckt 3 0.000 0.176 #14 Solid 2.52 0.00 20.40 0.00% NAC -4 Notification Appl Ckt 4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux Aux Power Out 0.000 0.000 #18 Solid 6.39 0.00 20.40 0.00% Total Standby Current (Amps) 0.170 1.797 Total Alarm Current (Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 10.203 0.150 Total Alarm AH Required Total Combined AH Required 10.35 Command Shortcuts Multiply By The Derating Factor 1.20 [ Configure Circuits j r Print Page Minimum Battery AmpHours Required 12.42 ** The SK -5208 and SK -5217 limits alarm current to 95mA per zone. The SK -5208 alarm current includes 10% of system zones in alarm, but in no case less than three zones per UL 864. advanced ideas. of Danced soiutians Job Name: Jackson Store 631 Shell St... Circuit Information Panel Name: Silent Night 5208 Circuit Name: Untitled Circuit 1 Starting Voltage: Starting Voltage = 20.4 Prepared By: Ron Murphy Alarm Communications, Inc. Post Office Box 127 Lynnwood, 98046 425-670-1119 (1) amp circuit Class B © 14 AWG DC 24 - volt Supply Type and Model Candela Current (Amps) Tone and Volume Dist from last device Dist from source (ft) 12 14 16 18 • Hom/Strobe P2R 75 0.157 Temporal, Medium 36 36 20.326 20.282 20.213 20.102 Horn/Strobe P2R 75 0.157 Temporal, Medium 36 72 20.275 20.201 20.083 19.896 Strobe SR 15 0.066 25 97 20.255 20.169 20.033 19.816 Strobe SR 15 0.066 25 122 20.241 20.148 19.999 19.762 Horn/Strobe P2R 15 0.066 Temporal, Low 16 138 20.237 20.141 19.988 19.745 Total current/amps 0.512 Total Dist:138 voltage drop 0.163 0.259 0.412 0.655 3/26/2012 1 advanced ideas. advanced solutions: Circuit Information Panel Name: Silent Night 5208 Circuit Name: Untitled Circuit 2 Starting Voltage: Starting Voltage = 20.4 (1) amp circuit Class B tva 14 AWG DC 24 - volt Supply Type and Model Candela Current (Amps) Tone and Volume Dist from last device Dist from source (ft) 12 14 16 18 Horn/Strobe 75 0.157 Temporal, Medium 16 16 20.374 20.358 20.334 20.295 P2R Strobe 30 0.094 40 56 20.333 20.294 20.232 20.132 SR Horn/Strobe 75 0.157 Temporal, Medium 33 89 20.313 20.261 20.179 20.049 P2R Total current/amps 0.408 Total Dist:89 voltage drop 0.087 0.139 0.221 0.351 3/26/2012 2 odvanced ideas. advorxed solutions:, Circuit Information Panel Name: Silent Night 5208 Circuit Name: Untitled Circuit 3 Starting Voltage: Starting Voltage = 20.4 (1) amp circuit Class B © 14 AWG DC 24 - volt Supply Type and Model Candela Current (Amps) Tone and Volume Dist from last device Dist from source (ft) 12 14 16 18 Horn/Strobe 75 0.176 Temporal, High 10 10 20.393 20.389 20.382 20.372 P2RK-P Total current/amps 0.176 Total Dist:10 voltage drop 0.007 0.011 0.018 0.028 3/26/2012 3 Fire Protection by Computer Design ARCHER CONSTRUCTION, INC. 7855 S. 206TH STREET KENT, WA 98032 253-872-7222 Job Name : JACKSON FOOD STORE #531 Building Location : 13138 INTERURBAN S. TUKWILA, WA System : 1 Contract : S12-11 Data File : Jackson FP AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARCHER CONSTRUCTION, INC. Page 1 JACKSON FOOD STORE #531 Date 3/26/2012 Hydraulic Design Information Sheet 'ame - JACKSONE FOOD STORE #631 vocation - 13138 INTERURBAN S. TUKWILA, WA Building - Contractor - ARCHER CONSTRUCTION, INC. Calculated By - P. DELGADO Construction: (X) Combustible ( ) Non -Combustible Occupancy - ORDINARY GP. 2 (MERCANTILE) S Y S T E M D E S I G N Date - 3/26/3012 System No. - 1 Contract No. - S12-11 Drawing No. - FP -2 Ceiling Height - 12-0 (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Other Specific Ruling Made By ) 3 Curve ( ) Ex.Haz. Date Area of Sprinkler Operation Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside Note 36% AREA REDUCTION - 960 - .20 - 130 - 12'-0" - 0 - 0 - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make GLOBE Model GL5601 Size 1/2" K -Factor 5.6 Temp.Rat.155° Calculation Flow Required - 571.993 Press Required - 95.2925 At Node TEST Summary C -Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Date of Test - 2012 i Time of Test - Rated Cap. - E Static Press - 120 @ Press - R Residual Press - 20 Elev. - Flow - 7600 S Elevation - 0 U Tank or Reservoir: Cap. - Elev.- Well Proof Flow P Location - ON SITE COMPUTER MODEL P L Source of Information - TUKWILA WATER DISTRICT Y C Commodity O Storage Ht. M Storage Method: M Class Area Solid Piled Location Aisle W. Palletized % Rack ( ) Single Row S R ( ) Double Row T A ( ) Mult. Row O C ( ) ( ) Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf ( ) () Encap. Non R K Flue Spacing A Longitudinal G E Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water S reply Curve (C) a) a) ZT .- Cri 0-0 U Zr M Z _Ow I 2 00 �co � 0 ZO OL 2• Z wO Y 0 0 Q < coCr) CO N 00) Tr 00) O r•0r • ao Ct) N N - 112 -a C 3N�E oCD �-oa) clLa_ CO C CO BEEECD CD w E.rn os W C/) cn .' N I•) Cr NN OM Ca 000020C° E a) 0 O 0 0 N 0 C r N t•- •• •• .-..ai 7 a) y y y O codLL a 7 7 U)CD Ci) .5 a) a) U)C2 1 1 1 afrNN 0 0 O rn N C.) C) 0 G 0 0 0 0 0 0 0 U) • CO N r 0 0 00 0 N- 0 LO 0 0 d 2 w cn cn ) CC w M N Or 0 O 0 U) O O O O 0 0 M 0 0 O N 0 O O mow uiagram ARCHER CONSTRUCTION, INC. Page 3 JACKSON FOOD STORE #531 Date 3/26/2012 58.6 29.4 15 -> 14 -> 13 -> 16 58.6 58.6 78.9 26.8 5 ->4 ->3 -* 10 1 78.9 I 137.4 I 62 6 -> 25 -> 24 31 I 199.4 7 1 I 322 TOR 1 I 322 BOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings "-ed Summary \ B c CO 0 co _ - CO CO \ C" $ az � / a) §2§ 0- 1' Lc) r -p @02 §LS %2nq Ng N-0�0 co Li) ••- o � _3\ a) «0=2 k CO0o$ \ �o(0§ ) m0 NI- k onL <woeq Units Summary 0 C 2 R a)'S ©° = E ƒ t o ° Q m # r==fes C 'Cac=2 ( c o > .0- el $ @ f I /9.>0c z E2� ƒ $ k 55°0ki �m»722 C fk�—c.r) § aEe'SE E k� 2 § * m E20=c0. _C £� 27 co )%oJ2t=� _cD_�f% EcK Co Ta. ca co= k22°c= E7®2&§ 0m4,•§3 0 $-co- \ % ) $ § X22223 -Doom= b §2 U) > 0,O le O. Co E k .0 C 0 %$kic o // 2&%CoCa a # D Co 2e _c SE§2 53Ea_ rressure now summary - I miNuHrsu ARCHER CONSTRUCTION, INC. Page 5 JACKSON FOOD STORE #531 Date 3/26/2012 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 12.5 5.6 21.56 na 26.0 0.2 130 7.0 EQ01 17.0 20.56 na DP02 12.5 5.6 21.56 na 26.0 0.2 130 7.0 EQ02 14.5 21.54 na DP03 12.5 5.6 21.56 na 26.0 0.2 130 7.0 EQ03 14.5 22.17 na 1 17.0 K = K @ EQ01 20.56 na 26.0 2 17.0 23.25 na 3 17.0 23.66 na 4 17.0 35.63 na 5 14.5 38.76 na 6 14.5 39.12 na 7 14.5 40.0 na TOR 14.5 54.28 na BOR -3.0 72.71 na TEST -3.0 78.42 na 250.0 8 17.0 K = K @ EQ01 20.67 na 26.07 9 17.0 22.82 na 10 17.0 K = K @ EQ01 21.85 na 26.8 11 17.0 K = K @ EQ01 25.89 na 29.18 12 17.0 28.08 na 13 17.0 28.47 na 14 17.0 36.37 na 15 14.5 38.64 na 16 17.0 K = K @ EQ01 26.25 na 29.38 17 17.0 K = K @ EQ01 27.27 na 29.94 18 17.0 29.57 na 19 17.0 30.27 na 20 17.0 37.54 na 21 14.5 39.87 na 02 14.5 39.94 na 3 17.0 K = K @ EQ01 27.92 na 30.3 A. 14.5 K = K @ EQ02 30.7 na 31.04 25 14.5 K = K @ EQ03 31.45 na 30.97 26 14.5 K = K @ EQ03 31.46 na 30.97 27 14.5 K = K @ EQ03 32.2 na 31.34 The maximum velocity is 18.94 and it occurs in the pipe between nodes 7 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 mitt! uttiuuiations - riazen-vv imams ARCHER CONSTRUCTION, INC. Page 6 JACKSON FOOD STORE #531 Date 3/26/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** *EQUIVALENT K'S DP01 26.00 1.049 0.0 4.500 21.556 K Factor = 5.60 to 120.0 0.0 0.0 -1.949 EQ01 26.0 0.2116 0.0 4.500 0.952 Vel = 9.65 0.0 26.00 20.559 K Factor = 5.73 DP02 26.00 1.049 1E 2.0 2.000 21.556 to 120.0 0.0 2.000 -0.866 EQ02 26.0 0.2115 0.0 4.000 0.846 K Factor = 5.60 Vel = 9.65 0.0 26.00 21.536 K Factor = 5.60 DP03 26.00 1.049 1T 5.0 2.000 21.556 to 120.0 0.0 5.000 -0.866 EQ03 26.0 0.2114 0.0 7.000 1.480 K Factor = 5.60 Vel = 9.65 0.0 26.00 22.170 K Factor = 5.52 *REMOTE HEAD TO SUPPLY 1 26.00 1.049 1T 5.0 5.710 20.559 to 120.0 1E 2.0 7.000 0.0 2 26.0 0.2114 0.0 12.710 2.687 K Factor @ node EQ01 Vel = 9.65 2 i 3 26.07 52.07 1.442 120.0 0.1624 0.0 0.0 0.0 2.580 0.0 2.580 23.246 0.0 0.419 Vel = 10.23 3 to 4 26.80 78.87 1.442 120.0 0.3498 1T 7.432 26.780 23.665 0.0 7.432 0.0 0.0 34.212 11.967 Vel = 15.49 4 0.0 1.682 1T 9.9 2.500 35.632 to 120.0 0.0 9.900 1.083 5 78.87 0.1652 0.0 12.400 2.049 Vel = 11.39 5 58.56 2.635 0.0 6.880 38.764 to 120.0 0.0 0.0 0.0 6 137.43 0.0519 0.0 6.880 0.357 Vel = 8.09 6 62.01 2.635 0.0 8.530 39.121 to 120.0 0.0 0.0 0.0 7 199.44 0.1033 0.0 8.530 0.881 Vel = 11.73 7 122.55 2.635 1T 16.474 40.490 40.002 to 120.0 0.0 16.474 0.0 TOR 321.99 0.2506 0.0 56.964 14.275 Vel = 18.94 TOR 0.0 3.26 2E 18.815 17.500 54.277 to 120.0 1G 1.344 49.054 12.520 BOR 321.99 0.0889 1Zib 0.0 66.554 5.915 1A 28.895 * Fixed loss = 4.941 Vel = 12.38 BOR 0.0 4.1 2E 29.067 200.000 72.712 to 140.0 1G 2.907 61.041 0.0 TEST 321.99 0.0219 1T 29.067 261.041 5.712 Vel = 7.82 250.00 Qa = 250.00 571.99 78.424 K Factor = 64.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 renai L.aicuiations - riazen-vvnnams ARCHER CONSTRUCTION, INC. Page 7 JACKSON FOOD STORE #531 Date 3/26/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** *NEW PATH 8 26.07 1.049 1T 5.0 3.120 20.670 to 120.0 1 E 2.0 7.000 0.0 9 26.07 0.2125 0.0 10.120 2.151 K Factor @ node EQ01 Vel = 9.68 9 to 2 0.0 26.07 1.442 120.0 0.0451 0.0 0.0 0.0 9.420 0.0 9.420 22.821 0.0 0.425 Vel = 5.12 0.0 26.07 23.246 K Factor = 5.41 *NEW PATH 10 26.80 1.049 1T 5.0 1.120 21.848 to 120.0 1E 2.0 7.000 0.0 3 26.8 0.2238 0.0 8.120 1.817 K Factor @ node EQ01 Vel = 9.95 0.0 26.80 23.665 K Factor = 5.51 *NEW PATH 11 to 12 29.18 29.18 1.049 120.0 0.2616 1T 5.0 1E 2.0 0.0 1.370 7.000 8.370 25.890 0.0 2.190 K Factor @ node EQ01 Vel = 10.83 12 to 13 0.0 29.18 1.442 120.0 0.0556 0.0 0.0 0.0 7.000 0.0 7.000 28.080 0.0 0.389 Vel = 5.73 13 29.38 1.442 1T 7.432 31.780 28.469 to 120.0 0.0 7.432 0.0 14 58.56 0.2016 0.0 39.212 7.905 Vel = 11.50 14 to 15 0.0 58.56 1.682 120.0 0.0952 1T 9.9 0.0 0.0 2.500 9.900 12.400 36.374 1.083 1.181 Vel = 8.46 15 to 5 0.0 58.56 2.635 120.0 0.0107 0.0 0.0 0.0 11.750 0.0 11.750 38.638 0.0 0.126 Vel = 3.45 0.0 58.56 38.764 K Factor = 9.41 *NEW PATH 16 29.38 1.049 1T 5.0 1.370 26.250 to 120.0 1E 2.0 7.000 0.0 13 29.38 0.2651 0.0 8.370 2.219 K Factor @ node EQ01 Vel = 10.91 0.0 29.38 28.469 K Factor = 5.51 *NEW PATH 17 29.94 1.049 1T 5.0 1.380 27.269 to 120.0 1E 2.0 7.000 0.0 18 29.94 0.2746 0.0 8.380 2.301 K Factor @ node EQ01 Vel = 11.11 18 to 19 0.0 29.94 1.442 120.0 0.0582 0.0 0.0 0.0 12.000 0.0 12.000 29.570 0.0 0.699 Vel = 5.88 19 30.30 1.442 1T 7.432 26.780 30.269 to 120.0 0.0 7.432 0.0 20 60.24 0.2125 0.0 34.212 7.269 Vel = 11.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai L.aiculations - rlazen-vvnnams ARCHER CONSTRUCTION, INC. Page 8 JACKSON FOOD STORE #531 Date 3/26/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** 20 0.0 1.682 1T 9.9 2.500 37.538 to 120.0 0.0 9.900 1.083 21 60.24 0.1004 0.0 12.400 1.245 Vel = 8.70 21 0.0 2.635 0.0 6.620 39.866 to 120.0 0.0 0.0 0.0 22 60.24 0.0113 0.0 6.620 0.075 Vel = 3.54 22 62.31 2.635 0.0 1.460 39.941 to 120.0 0.0 0.0 0.0 7 122.55 0.0418 0.0 1.460 0.061 Vel = 7.21 0.0 122.55 40.002 K Factor = 19.38 *NEW PATH 23 30.30 1.049 1T 5.0 1.380 27.918 to 120.0 1 E 2.0 7.000 0.0 19 30.3 0.2805 0.0 8.380 2.351 K Factor @ node EQ01 Vel = 11.25 0.0 30.30 30.269 K Factor = 5.51 *NEW PATH 24 31.04 1.442 0.0 12.000 30.704 to 120.0 0.0 0.0 0.0 25 31.04 0.0623 0.0 12.000 0.748 K Factor @ node EQ02 Vel = 6.10 25 to 6 30.97 62.01 1.442 120.0 0.2242 1T 7.432 26.780 31.452 0.0 7.432 - 0.0 0.0 34.212 7.669 K Factor @ node EQ03 Vel = 12.18 0.0 62.01 39.121 K Factor = 9.91 *NEW PATH 26 30.97 1.442 0.0 12.000 31.459 to 120.0 0.0 0.0 0.0 27 30.97 0.0621 0.0 12.000 0.745 K Factor @ node EQ03 Vel = 6.08 27 31.34 1.442 1T 7.432 26.780 32.204 to 120.0 0.0 7.432 0.0 22 62.31 0.2261 0.0 34.212 7.737 K Factor @ node EQ03 Vel = 12.24 0.0 62.31 39.941 K Factor = 9.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Tol-Brace Seismic Calculations Project Address: JACKSON STORE #631 Archer Construction, Inc. 7855 S. 206th Street Kent, WA 98032 ea. B -Line 253-872-7222 ARCHEI*219DR on 2010 NFPA Pamphlet #13 OTOLCC 13138 INTERURBAN AVE. S. KENT, WA Job # 512-11 Calculations based Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1131 lbs (513 kg) Fig 980 Universal Swivel 1319 lbs (598 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL Detail FIG. 98. BRACE PIPE BRACE 15% 53 lbs (24.04 kg) UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.6 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type B. Type Lag -Screw TOLCO FIG. 1001 ',J. FAST CLAMP Diameter 1/2in. (13 mm) Length 5in. (127 mm) Maximum Load 410 lbs (186 kg) Brace Identification on Plans A Orientation of Brace Lateral Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 20ft (6.1 m) 71 lbs (32 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 11.79ft (3.6 m) 22 lbs (10 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) 135.96ft (41.4 m) 206 lbs (93 kg) 1" Sch.40 Steel Pipe (25.4 mm) 45.38ft (13.8 m) 56 lbs (25 kg) Percentage added for Fittings and Sprinklers 15% 53 lbs (24.04 kg) Total Adjusted Load of all pipe within Zone of Influence 407 lbs (185 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations JACKSON STORE #631 13138 INTERURBAN AVE. S. Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S12-11 A NFPA Type B 2.5" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7 0" (2.13 m) 200 45° 1/2 x 5 (13 x 127 mm) Lag -Screw 5in. (127 mm) Summary of Pipe within Zone of Influence COOPER B -Line ®TOLCD 2.5" Sch.10 Steel Pipe (63.5 mm) 20ft (6.1 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 11.79ft (3.6 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 135.96ft (41.4 m) 1" Sch.40 Steel Pipe (25.4 mm) 45.38ft (13.8 m) G -Factor Used 0.6 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 407 lbs (185 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 410 lbs (186 kg) Fig 1001 Clamp 1131 lbs (513 kg) Fig 980 Universal Swivel 1319 lbs (598 kg) Structural Member TOP OF JOIST Calculations prepared by P. DELGADO *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: JACKSON STORE #631 Archer Construction, Inc. 7855 S. 206th Street B -Line WA 98032 COOgiR B -Line 253-872-7222 ARCHEI*219DR on 2010 NFPA Pamphlet #13 @TDLCQ 13138 INTERURBAN AVE. S. �, WA Job # S12-11 Calculations based Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Fig 4L Clamp 1414 lbs (641 kg) Fig 980 Universal Swivel 1319 lbs (598 kg) *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSALE ATTACHMENT STEEL LATERAL TOLCO FIG. 4L PIPE CLAMP FOR F Detail UR Value 200 Max Horizontal Load 1310 lbs (594 kg) G. 98 PIPE BRACE .,� Os .� Force Factor (Cp) 0.6 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type B Type Lag -Screw SWAY BRACING - _____ Diameter 1/2in. (13 mm) Length 31n. (76 mm) Maximum Load 252 lbs (114 kg) Brace Identification on Plans 1 Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) 141 lbs (64 kg) Percentage added for Fittings and Sprinklers 15% 21 lbs (9.53 kg) 1 Total Adjusted Load of all pipe within Zone of Influence 163 lbs (74 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations JACKSON STORE #631 Job # S12-11 13138 INTERURBAN AVE. S. Brace Identscation 1 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2 x 3 (13 x 76 mm) Lag -Screw Length of Fastener 3in. (76 mm) Summary of Pipe within Zone of Influence COOgIt B -Liter @TIDLCO' 2.5" Sch.10 Steel Pipe (63.5 mm) i 40ft (12.2 m) G -Factor Used 0.6 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 163 lbs (74 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 252 lbs (114 kg) Fig 4L Clamp 1414 lbs (641 kg) Fig 980 Universal Swivel 1319 lbs (598 kg) Structural Member TOP OF JOIST Calculations prepared by P. DELGADO *The description of the Structual Member is for Informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com 1"=20' ARCHITECTURAL SITE PLAN /\\ N EXISTING CATCH BASIN NEW LANDSCAPING WALL MOUNTED LIGHTING, TYPICAL OF 7 RELOCATE VENT RISERS w/ SUPPORT LEARNING CENTER ENTRY DOOR REDBOX DVD RENTAL LOCATION TBD 5' REQUIRED LANDSCAPE SIDE YARD REPLACE LOT LIGHT; POLE & FOOTING REMOVE MONITOR WELL ONE HOUR FIRE RESISTIVE WALL EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP EXISTING VENT 'RISERS WILL BE RELOCATED RELOCATED NAT. GAS METER, CONNECT TO EXISTIING SERVICE \ / \ \ Q%F ( RISER ROOM \ (/)\ %PROPANE ,r \ ' °l \kP Y � EXCHANGE f ' GROGRAM \,TYPEv-s ' �ICE a.h . MERCH. PROPOSED BLDG 'V►i' �. WALL SIGN DEMOLISH EXISTING •_•"\._- 2II;gsf\-STROCTURE NEW ELECTRICAL ROOM REMOVE OLD SIGN FOUNDATION TO GRADE REMOVE RV DUMP STATION NEW 13'-4"X10'X8' HIGH CONCRETE MASONRY TRASH ENCLOSURE w/(2) 6' HIGH GATES REMOVE OIL WATER SEPARATOR 0 VICINITY MAP EXISTING HI -RISE I.D. S N EXISTING PARKING STALLS UNDER TEMPORARY PERMIT #230415-1-423 GRANTED 9.8.2010 BY CITY OF 5SEATfLE-CITY LIGHT DEPARTMENT O� F� • • • • • • • • LANDSCAPING S. • • .17<, t..< deo • CONVERT (1) PARKING A STALL TO A LANDSCAPE „i /3\ \ PLANTER G r REPLACE LAWN WITH TYPE g,<. I LANDSCAPE; 12.5' WIDE !y EXISTING I.D. SIGN w/ • EASEMENT FROM CITY OF SEATTLE -CITY LIGHT DEPARTMEN REPLACE LAWN AT SIGN BASE WITH TYPE I LANDSCAPE EXISTING POWER POLE / 0 MODIFY EXISTING PLANTER AREA PROPOSED TRUCK UNLOAD AREA; 10'X30' NEW LOT LIGHT, POLE & FOOTING REPLACE EXISTING CANOPY w/ NEW INCLUDING NEW FOOTINGS; REMOVE Sc REINSTALL DISPENSERS ® GRADE w/GUARD POSTS PER SECTION 312, 2009 IFC; SALVAGE DRIVE SLABS EXISTING MONITOR WELL TO REMAIN, TYPICAL EXISTING FIRE HYDRANT i NEW LOT LIGHT, POLE & FOOTING EXISTING OIL WATER SEPARATOR & BASIN TO REMAIN OCCUPANT LOAD CALCULATION WALK-IN COOLER/FREEZER (STORAGE): 526SF/300 = 1.75 OR 2 BACKROOM, UTILITY/ELECT AREA (STORAGE): 182SF/300 = 0.61 OR 1 SALES AREA (MERCANTILE ON GRADE): 1,613SF/30 = 53.8 OR 54 OFFICE (BUSINESS): 60SF/100 = 0.6Q OR 1 , ,, . Y.`� LEARNING CENTER (EDUCATIONAL) = c753SF'/50net = 1) TOTAL OCCUPANT LOAD: ,( 73 ) l) \ PARKING CALCULATION PER PARKING DETERMINATION FILE # PL10-057, PRE10-012 C -STORE: FIR 2•2,QOgst r.w'.`.`�.J`�-•^•�\/'�:---~,..��+^�.�r...,..yhPRQVIDE2vSTALLS �y.� 2976gsf - 2200gsf = 776gsf/^ 300 = 2.6 USE 3 STALLS)/�i ; LEARNING CENTER: PROVIDE 11 STALLS ^ TOTAL FOR BUILDING REQUIRED: 16:STALLS/:?; RE -FUELING CANOPY: 1 STALL/ RE -FUELING BAY PROVIDE 8 STALLS PARKING STALLS) (INFORMAL f TOTAL SITE PARKING REQUIRED: 4 24) STALLS / 4 \ TOTAL PARKING EXISTING/PROPOSED: 29 STALLS /3\ 11.1r /3 as"a0� Its MeRtiVaLib. Shell ISSUED FOR BID RESPOND TO CITY COMMENTS (ADR REVIEW) ADJUSftU GSF AND ADJUSTED OCCUPANT LOAD ISSUED FOR ADMINISTRATIVE DESIGN REVIEW N 4)5 0. 0. 0 V Y 0 0 C�. a N of O O ca n I N Li 1 c' N O D M N 1 0 z Za J CIC U 2 U cc TUKWILA STORE No. 631 RURBAN AVENUE S TUKWILA, WA SITE DATA ACOPOM 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWEN PacWest ENERGY, LLC 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT:JACK DAVIS, 208.888.3585; EMAIL: jack.davis®jacksonsfoodstores.com ONE • 24,450SF OR 0.56 ACRES Alift 0003000108 COMMERCIAL/LIGHT INDUSTRIAL JOU. IMMO • 2,296GSF EXISTING MINI -MARKET WITH ATTACHED CAR WASH (NOTE: 5) CAR WASH IS NOT OPERATIONAL. SPACE USED FOR MINI -MARKET STORAGE) /2\ 1,478GSF EXISTING CANOPY OVER 4 MPD's 680GSF' ADDITION FOR MINI -MARKET 802GSF ADDITION FOR LEARNING CENTER 2.120GSF NEW CANOPY OVER 4 MPD's CI-0-Pi31171UCTKIN TYPE- V -B SPRINKLERED (STORE); II -B (CANOPY) M (STORE AND GAS); B (LEARNING CENTER) SCOPE OF WORK D O N 2 W • z O LTJ U cr W • DEMOLISH EXISTING MINI -MARKET AND CAR WASH STRUCTURE. e CONSTRUCT NEW MINI -MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES/MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS E O 0 a, I) 465 O O O c asto tai APPLICABLE CODES 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 2003 ICC/ANSI A1117.1-2003 WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA U) 0 0 V) O 0 o 0 N O N x _ 0 Ti 0 CONSULTANTS ARCHITECT/ENGINEER: BARGHAUSEN CONSULTING ENGINEERS INC. 18205 72ND AVENUE S. KENT, WA 98032 CONTACTS:. CARYL J. MATTSON (425) 656-1063 MARK PETERSON (425) 656-7475 BUILDING STRUCTURAL ENGINEER: COLLONS+SMITH STRUCTURAL ENGINEERS 485 FRONT STREET N. N SUITE F-3 ISSAQUAH, WA 98027 CONTACT: BRYAN COLLONS (425) 369-1104 PLUMBING/MECHANICAL/ELECTRICAL: ABOSSEIN ENGINEERING CONSULTANTS 2100 112th AVE. NE. SUITE 201 BELLEVUE, WA. 98004 CONTACT: GARY WOMACK - PROJECT MANAGER 425-462-9441 ext 1006 GEOTECHNICAL ENGINEER: GEOTECH CONSULTANTS, INC. 13256 NE 20TH ST. SUITE 16 BELLEVUE, WA 98005 CONTACT: MARC McGINNIS, PE 425-747-5618 U) 0 a) r 0 0 O a Date 04.22.2011 18215 72ND AVENUE SOUTH ►) N 0033 N a) (0 Y.N-.. V1 NI- L a) E z .o a .0 U) 0 r x631s.dwg, x631t.dwg, x631_base.dwg, x631 ca.dwg, border.dwg, jay.dwg MPETERSON a) 0 (I)0 Date/Time:1 /5/2012 3:56 PM rn v 0 N 79- a) a) r-. -C L.- 0 i 0 0 0 N 0 0 0 it; Partial Notes for City of Tukwila Ordinance No. 2327 (Coordinate with A.H.J. for Complete Details) 16.42.020 REFERENCES. THE FOLLOWING REFERENCES SHALL BE USED IN THE DESIGN INSTALLATION AND MAINTENANCE OF SPRINKLER SYSTEMS WITHIN THE CITY OF TUKWILA IF THERE IS A CONFLICT BETWEEN THE CODES THE ONE OFFERING THE GREATEST DEGREE OF FIRE PROTECTION SHALL APPLY REFERENCES ARE TO THE CURRENT EDITIONS UNLESS OTHERWISE NOTED NFPA13 INSTALLATIONOFSPRINKLERSYSTEMS NFPA13D RESIDENTIALSPRINKLERSYSTEMS NFPA14 STANDPIPEANDHOSESYSTEMS NFPA15 WATERSPRAYFIXEDSYSTEMS NFPA24 PRIVATEFIRESERVICEMAINSANDTHEIRAPPURTENANCES NFPA25 INSPECTIONTESTINGANDMAINTENANCEOFWATERBASEDFIRE PROTECTIONSYSTEMS NFPA88A PARKINGSTRUCTURES IFC INTERNATIONALFIRECODE IBC INTERNATIONALBUILDINGCODE RCW11680 WASHINGTONSTATESPRINKLERCONTRACTORLAW WAC 515160105APPENDIXR WAC 515160107APPENDIXS SECTION4.TUKWILAMUNICIPALCODESECTION 1043620ISHEREBYADOPTEDTOREADASFOLLOWS 16.42.040 APPROVAL AND DESIGN PLANS. A. ALL NEW SPRINKLER SYSTEMS AND ALL MODIFICATIONS TO SPRINKLER SYSTEMS INVOLVING MORE THAN 50 HEADS SHALL HAVE THE WRITTEN APPROVAL OF FACTORY MUTUAL OR ANY FIRE PROTECTION ENGINEER LICENSED BY THE STATE OF WASHINGTON AND APPROVED BY THE FIRE MARSHAL. EXCEPTION: THE TUKWILA FIRE PREVENTION BUREAU RESERVES THE RIGHT TO REQUIRE PREAPPROVAL, BY ONE OF THE AGENCIES LISTED ABOVE, FOR ANY MODIFICATION TO A HYDRAULICALLY—DESIGNED SYSTEM REGARDLESS OF THE SIZE OF THE JOB. B. ALL SPRINKLER DRAWINGS SHALL BE PREPARED BY PERSONS MEETING THE REQUIREMENTS OF RCW 18.160. C. AT LEAST THREE COMPLETE SETS OF BLUEPRINT DRAWINGS WITH INFORMATION REGARDING THE AUTOMATIC SPRINKLER SYSTEM AS IDENTIFIED IN NFPA 13, SECTIONS 6-1, 6-2 AND 6-3, AND AT LEAST ONE CIVIL ENGINEERING BLUEPRINT SHOWING THE UNDERGROUND INSTALLATION FROM WATER MAIN TAP TO BASE RISER, SHALL BE SUBMITTED TO THE TUKWILA FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION OF ANY EQUIPMENT. ONE SET OF APPROVED PLANS SHALL BE LOCATED AT THE JOB SITE. D. DRAWINGS SUBMITTED FOR APPROVAL MUST INCLUDE A COMPLETED FIRE PROTECTION SYSTEMS PERMIT APPLICATION AND .A FLOOR LAYOUT DRAWN TO SCALE, NO SMALLER THAN 1/8—INCH SCALE, SHOWING ALL ROOMS AND SPACES WITH ACCURATE MEASUREMENTS. DRAWINGS SHALL INCLUDE THE BUILDING PERMIT NUMBER. E. AS—BUILTS SHALL BE PROVIDED PRIOR TO SYSTEM ACCEPTANCE AND FINAL APPROVAL, IF ANY MODIFICATIONS NOT SHOWN ON THE ORIGINAL PLANS HAVE BEEN DONE TO THE SYSTEM. F. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS (AS IDENTIFIED IN NFPA 13) IN THE PRESENCE OF A REPRESENTATIVE OF THE TUKWILA 'FIRE PREVENTION BUREAU. THE INSTALLER SHALL COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES) AND FORWARD THE CERTIFICATES TO THE TUKWILA FIRE PREVENTION BUREAU PRIOR. TO ASKING FOR APPROVAL OF THE INSTALLATION. G. AFTER THE SPRINKLER PLANS HAVE BEEN APPROVED BY THE TUKWILA FIRE PREVENTION BUREAU, A JOB NUMBER WILL BE ISSUED TO BEGIN WORK. THE PLAN REVIEW FEES ARE AS FOLLOWS: COMMERCIAL: FOR 1-5 HEADS: BASE FEE = $100.00 COMMERCIAL: FOR 6 OR MORE HEADS: BASE FEE = $200.00 + $1.50 PER SPRINKLER HEAD IN EXCESS OF 10 SINGLE—FAMILY: BASE FEE = $50.00 + $1.50 PER SPRINKLER HEAD IN EXCESS OF 10 RESUBMITTAL: FEE = $200.00 SECTION 6. TUKWILA MUNICIPAL CODE SECTION 16.42.050 IS HEREBY ADOPTED TO READ AS FOLLOWS: 16.42.070 GENERAL REQUIREMENTS. UPRIGHT HEADS PER NFPA-13 (TYP.) Yp / • 10 ,%�//O/!///.////%//.✓%////i//////%/2////%%G////%%/%%/.// 0/.7///lei////%//ii/s//%////////./.ii/i..////%i�2ii/%//%%/%�/�d/G/i'/////ll//%/////,///i///y///iii%//%/,y/,//%/i////.G/%/////,/i%/////%///�/%i%//�//�/�/////%/r/'////.%////%/�.�%/O//�.m.. "'»'"'�"" A. SPRINKLER INSTALLATIONS AND MODIFICATIONS SHALL BE DONE BY COMPANIES LICENSED BY THE STATE OF WASHINGTON TO PERFORM THIS TYPE OF WORK. B. THE AUTOMATIC SPRINKLER SYSTEM FOR NEW WAREHOUSES SHALL HAVE A MINIMUM DESIGN DENSITY OF .39 GALLONS/5,600 SQUARE FEET, PLUS AN ALLOWANCE OF 1,000 GPM FOR IN—RACK FIRE SPRINKLERS AND HOSE ALLOWANCE. C. ALL OTHER OCCUPANCIES SHALL BE A MINIMUM DESIGN DENSITY OF ORDINARY HAZARD GROUP I UNLESS OTHERWISE PROVIDED FOR IN THIS ORDINANCE. D. ON ALL HYDRAULICALLY—DESIGNED SPRINKLER SYSTEMS, THE VELOCITY OF WATER IN THE OVERHEAD PIPE SHALL NOT EXCEED 32 FEET PER SECOND. THE VELOCITY OF WATER IN THE UNDERGROUND PIPE SHALL NOT EXCEED 16 FEET PER SECOND. E. HYDRAULIC CALCULATIONS SHALL BE PROVIDED BY THE CONTRACTOR FOR CALCULATED SYSTEMS; THE CONTRACTOR SHALL, UPON REQUEST, PROVIDE CALCULATIONS FOR PIPE SCHEDULE SYSTEMS. F. CALCULATED SPRINKLER SYSTEMS SHALL BE DESIGNED WITH A 10 PSI CUSHION FOR LOW RESERVOIR CONDITIONS. G. AUTOMATIC SPRINKLER SYSTEMS AND ALL OTHER FIRE SUPPRESSION SYSTEMS SHALL BE MONITORED BY A CITY OF TUKWILA—APPROVED UL CENTRAL STATION. THIS SHALL INCLUDE ALL WATER CONTROL VALVES, TAMPER DEVICES, PRESSURE SUPERVISION AND WATER FLOW SWITCHES. IN BUILDINGS HAVING A FIRE ALARM/DETECTION SYSTEM, THE SPRINKLER SYSTEM SHALL BE TIED TO THE FIRE ALARM SYSTEM (LAST ZONE[S]). H. PERMANENT, ALL—WEATHER SPRINKLER RISER ZONE MAPS SHALL BE INSTALLED AT THE FIRE DEPARTMENT CONNECTION AND RISER. I. ALL EXTERIOR COMPONENTS OF SPRINKLER SYSTEMS SHALL BE PAINTED RED, EITHER SAFETY RED RUSTOLEUM #7564 OR FAR WEST PAINT #253 (MANDARIN RED). THIS INCLUDES: POST INDICATOR VALVES/OUTSIDE STEM AND YOKE VALVES, WALL INDICATING VALVES, FIRE DEPARTMENT CONNECTIONS, AND WATER MOTOR GONG. POST INDICATOR VALVES (Ply's) AND FIRE DEPARTMENT CONNECTIONS (FDC'S) SHALL HAVE THE BUILDING ADDRESS SERVED BY THE PIV OR FDC STENCILED VERTICALLY IN 3—INCH—HIGH WHITE NUMBERS FACING THE DIRECTION OF VEHICULAR ACCESS. J. THE FIRE DEPARTMENT CONNECTION SHALL HAVE A DOWNWARD ANGLE BEND OF 30 DEGREES, WITH A 5—INCH KNOX LOCKING STORZ FITTING. K. A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED IN ALL NEW SPRINKLE RED BUILDINGS. VISUAL AND AUDIBLE DEVICES SHALL BE INSTALLED PER TMC CHAPTER 16.40, "FIRE ALARMS." L. MAINTAIN A FOUR -FOOT CLEAR SPACE AROUND THE SPRINKLER RISER(S) FOR EMERGENCY ACCESS. M. FIRE SPRINKLER SYSTEMS WITH INTERIOR AS (Sc Y VALVES SHALL HAVE THE SPRINKLER RISER PAINTED RED (SAFETY RED—RUSTOLEUM #7564 OR FAR WEST PAINT #253 (MANDARIN RED) TO THE FIRST "90 DEGREE ELBOW" OR "TEE" AT THE CEILING LEVEL. A 6" WHITE REFLECTIVE STRIPE SHALL BE INSTALLED AROUND THE CIRCUMFERENCE OF THE PIPE 8 FEET TO 10 FEET BELOW THE "ELBOW" OR "TEE." SECTION 9. TUKWILA MUNICIPAL CODE SECTION 16.42:080 IS HEREBY ADOPTED TO READ AS FOLLOWS: 16.42.100 MAINTENANCE. A. A SATISFACTORY CONTRACT COVERING THE MAINTENANCE, OPERATION AND EFFICIENCY OF THE SPRINKLER SYSTEM SHALL BE PROVIDED BY THE BUILDING/PROPERTY OWNER OR HIS AGENT. THE CONTRACT SHALL PROVIDE FOR INSPECTIONS, TESTS AND MAINTENANCE AS SPECIFIED IN NFPA 25 AND MANUFACTURER'S INSTRUCTIONS. THE BUILDING/PROPERTY OWNER OR HIS AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SPRINKLER SYSTEM. B. REGULAR MAINTENANCE BY A WASHINGTON STATE LICENSED SPRINKLER CONTRACTOR SHALL BE DONE IN ACCORDANCE WITH NFPA 25. IF THE SPRINKLER SYSTEM IS CONNECTED TO A FIRE ALARM SYSTEM, THE CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM MAINTENANCE COMPANY FOR ANY WORK INVOLVING THE FIRE ALARM SYSTEM OR CONTROL PANEL. C. THE TUKWILA FIRE DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY OF ANY IMPAIRMENT OF THE SPRINKLER SYSTEM. THE OWNER SHALL BE RESPONSIBLE FOR THE REPAIR OF THE SYSTEM, AND SHALL MAINTAIN A 24—HOUR FIRE WATCH UNTIL THE SYSTEM IS RETURNED TO NORMAL CONDITION. HIGH HAZARD OPERATION MAY BE SUSPENDED UNTIL THE SPRINKLER SYSTEM IS BACK IN NORMAL CONDITION. BRANCH LINE & SPRINKLER HEAD LOCATION PER NFPA-13 COMBUSTIBLE PLYWOOD DECKING / //// 55� ell- I3 f"' ri S r//U' //. /1— ....J % %%/r 3''.� f tj 3 11 r�' £ { , , , %: ( £ £ a�///.,•/i.c. r..,.. /ffi;.�/�/."zire%/��/as...f/.. %�-,-..a %/;Arezi,,,,%/%//:T.:%j////:..„4//////,H./..F.//////f/ (z e..D7/%//%/.//..,,,• ,%O//4 1ui- �I A i! II s`£i i 'Hi if `;i {4 Ei II A 5• £t 5€ €s 5 £ A i€ £ ;£ 5....i 3f £. £ ..... i' £ 1 ... s i a v , ..3£ ' I 0 I IE ,' ,i � £. £1 i,£I [£ £+3 1 £Ii' 1 C un�m+vn., LLJIJ uuiuiiywyLLiLLIL1 u � .. PENDENT HEAD PER NFPA-13 (TYP.) FralA WM, AN/ ; ri y an i g51\ £? # n fig. . � ig s"Olni's ls'g7< 4,,i.;; £ jll I i c g \� 1,( g� ks� IYi�kSG%w 141 N %f%ifu'10..£. CS<£✓4.i OPEN WEB NON—COMBUSTIBLE STEEL TRUSSES (SEE STRUCTURAL) g4g A 3" r1 £ % s ii £ R rYg.,,gr4,, ko ..T''R £' f>f5;tg I £ £? ti CaTEE Y.i ££ rri in rruaiiiir. i`.:£:..i::5 171 LONGITUDINAL BUILDING SECTION SCALE: 1 /8"=1'-a" • GENERAL NOTES 1) FIRE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND SPRINKLER HEADS (WHERE APPLICABLE) PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL SPRINKLER HEADS, PIPING, FITTINGS, ETC., WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. COORDINATE WITH ARCH'L, STRUC'L, CIVIL ANOTHER PLANS/DWGS. 2) ALL SPRINKLER HEAD SPACING, TEMPERATURE, PIPING, HANGERS, DRAINAGE, BRACINGS, INSPECTOR TEST DRAIN ASSEMBLY, ETC. SHALL BE PER THE NFPA 13, AND THE LOCAL JURISDICTION REQUIREMENTS. (VERIFY WITH THE OWNER FOR COMPLIANCE WITH THEIR INSURANCE COMPANIES PRIOR TO BIDDING). 3) CONTRACTOR SHALL PREPARE A SHOP DRAWING LOCATING THE EXACT PIPE ROUTINGS AND SPRINKLER HEAD LOCATIONS BASED ON THE BUILDING STRUCTURE SHOP—DRAWINGS. VERIFY WITH LOCAL JURISDICTIONS AND INCLUDE IN THE BID ALL ADDITIONAL SPRINKLER HEADS AND PIPING AS MAYBE REQUIRED FOR A COMPLETE SPRINKLER SYSTEM. SHOP—DRAWING SHALL BE PREPARED PER NFPA 13 WORKING DRAWING AND THE LOCAL JURISDICTION REQUIREMENTS SHOWING ALL HANGERS, EARTHQUAKE BRACINGS, AUXILIARY DRAINS, ETC.. VERIFY EXACT WATER SUPPLY REQUIREMENTS AND PREPARE HYDRAULIC CALCULATIONS BASED ON EXACT PIPE ROUTINGS TO PROVE PIPE SIZES. SUBMIT REQUIRED COPIES TO LOCAL JURISDICTIONS AND OBTAIN APPROVAL AND REQUIRED PERMITS PRIOR TO SUBMITTING TO OWNER/ENGINEER FOR REVIEW. SHOP—DRAWINGS SHALL BE PREPARED AND SEALED BY A PROFESSIONAL ENGINEER OR AS APPROVED BY THE LOCAL JURISDICTIONS (MINIMUM NICET—LEVEL III DESIGN) THESE DESIGN DRAWINGS SHALL BE USED AS MINIMUM GUIDELINES ONLY WITH PERMIT READY SHOP. DRAWINGS INCLUDING ALL REQUIRED COSTS TO BE INCLUDED IN THE BID. BY THIS CONTRACTOR 4) CONTRACTOR MUST CONFORM TO NFPA STANDARDS, CURRENT UNIFORM FIRE CODE, THE BUILDING INSURANCE CARRIER'S CRITERIA, THE LOCAL FIRE DEPARTMENT REQUIREMENTS AND OWNER'S SPECIFICATIONS AND REQUIREMENTS. 5) DESIGN AND INSTALL A COMPLETE HYDRAULICALLY DESIGNED FIRE SPRINKLER SYSTEM WITHIN THE PREMISES THAT MEETS CODE REQUIREMENTS FOR FULL COVERAGE PER NFPA 13, OR OTHER APPLICABLE GOVERNMENTAL AND/OR INSURANCE REQUIREMENTS. 6) ALL SPRINKLER HEADS NEAR HEATERS, IN ATTICS, ETC AND OTHER HEAT PRODUCING APPLIANCES SHALL BE ELEVATED TEMPERATURE HEADS AND SHALL BE INSTALLED WITH ADEQUATE DISTANCES PER THEIR U.L. LISTINGS. 7) ALL SPRINKLER HEADS IN PUBLIC AREAS (SALES AREA, DISPLAY AREA OFFICES, ETC.) SHALL BE FULLY OR SEMI RECESSED IN CONCEALED AREAS. COORDINATE WITH ARCHITECT FOR FINISH. 8) INSTALL SWAY BRACING PER 2007 NFPA 13 SEC_9.3.5 (INCLUDING APPENDIX "A"). (OR OTHER NFPA EDITIONS PER AHJ) 9) INSTALL HANGERS PER 2007 NFPA 13 SEC-9.1(INCLUDING APPENDIX "A"). (OR OTHER NFPA EDITIONS PER AHJ) 10) INSTALL INSPECTOR — TEST/DRAIN ASSEMBLY PER THE 2007 NFPA 13 AND THE LOCAL JURISDICTIONS. CONTRACTOR SHALL PREPARE AS—BUILT DRAWINGS AFTER COMPLETION 11) OF WORK. SUBMIT TWO PRINTS FOR OWNER'S RECORD. SUBMIT ONE ELECTRONIC COPY VIA "PDF" FORMAT(AND CAD FORM IF AVAILABLE). MINIMUM FIRE SPRINKLER SYSTEM DESIGN CRITERIA: 12) WET PIPE AUTOMATIC SPRINKLER SYSTEM (UNLESS OTHERWISE REQUIRED BY THE AHJ) A. HAZARD CLASSIFICATION FOR OCCUPANCY: 1) ORD HAZARD GRP#1: PER THE CITY OF TUKWILA ORD # 2327 2) ORD HAZARD GRP#2: MECHANICAL ROOM, GEN. STORAGE ROOM, FREEZER. B. DESIGN STANDARDS AND APPLICABLE CODES: NFPA-13, 2007 EDITION (OR OTHER EDITION PER AHJ) INTERNATIONAL FIRE CODE 2006 EDITION LOCAL FIRE CODE ORDINANCE NO # 2327 — CITY OF TUKWILA C. DESIGN DENSITIES: Ordinary Hzd Grp#1 — 0.15 GPM / 1500 SQ—FT Ordinary Hzd Grp#2 — 0.20 GPM / 1500 SQ—FT COVERAGE PER SPRINKLER HEAD — 130 SQ—FT ORD—HZD (PER NFPA-13, TABLE-8.6.2.2.1(a—d). D. VERIFY ALL WATER SUPPLY TEST RESULTS PRIOR TO BIDDING E. FIRE SPRINKLER CONTRACTOR SHALL VERIFY ALL DESIGN CRITERIA AND NOTIFY THE ARCHITECT / ENGINEER OF ANY CONFLICT WHICH MAY AFFECT THE SCOPE OF WORK. AUTOMATIC FIRE SPRINKLER SYSTEM FLOW AND TAMPER SHALL BE MONITORED BY AN AHJ APPROVED MONITORING SYSTEM. COORDINATE WITH G.C./FIRE ALARM CONTRACTOR PRIOR TO BIDDING. F. A BACKFLOW PREVENTION PER AHJ SHALL BE REQUIRED. EACH VALVE IN THE BACKFLOW PREVENTION ASSEMBLY AND ALL CONTROL VALVES SHALL REQUIRE ELECTRONIC TAMPER SUPERVISION. ALL SPRINKLER PIPING, HEADS, DEVICES AND VALVES SHALL BE 13) PROTECTED AGAINST FREEZING. LEGEND S • All PENDENT SPRINKLER HEAD (Q.R.) UPRIGHT SPRINKLER HEAD (Q.R.) DRY PENDENT SPRINKLER HEAD (Q.R.) PRESSURE GAUGE BELL FLOW SWITCH CHECK VALVE GATE VALVE D=1,1),1 DOUBLE DETECTOR CHECK VALVE BUILDING DATA MINI - MARKET: 2,976 SQUARE FEET OCCUPANCY — M CONSTRUCTION TYPE V—B ADDITIONAL 802 SQUARE FEET LEARNING CENTER: OCCUPANCY — B CONSTRUCTION TYPE V—B PLAN INDEX: FP1.0 GENERAL NOTES, LEGEND, FIRE SPRINKLER PLAN FP2.0 FLOOR PLAN — FIRE SPRINKLER FP3.0 SPECIFICATIONS U- 0 Partial Applicable Notes For City of Tukwila Ordinance No. 2328 Coordinate with A.H.J. for complete Details An automatic fire alarm system shall be installed in all new structures less than 10,000 square feet total floor area. Exceptions are noted in Tukwila Municipal Code Section 16.40.140. Section 3. Tukwila Municipal Code Section 16.40.020 is hereby adopted to read as follows: 16.40.020 References The following references shall be used in the design, installation and maintenance of fire alarm systems within the City of Tukwila; if there is a conflict between the codes, the code that provides the greatest degree of fire protection shall apply. References are to the current editions, unless otherwise noted. NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 PROTECTIVE SIGNALING SYSTEMS NFPA 88A PARKING STRUCTURES IFC INTERNATIONAL FIRE CODE IBC INTERNATIONAL BUILDING CODE WAC 51-34 WASHINGTON FIRE . CODE RCW 19.27 STATE BUILDING CODE ACT RCW 19.28 ELECTRICAL. CODE AND ORDINANCES Section 4. Tukwila Municipal Code Section 16.40.030 is hereby adopted to read as follows: 16.40.040 Approval and Design Plans A. At least three complete sets of blueprint drawings with information regarding the fire alarm system, including detailed specifications, wiring, diagrams, elevation diagram (showing false ceiling areas), and floor plans, shall be submitted to the Tukwila Fire Prevention Bureau for approval prior to installation of any equipment or wiring. (One set of approved plans shall be located at the construction site.) B. Drawings submitted for approval must include the following: 1. A completed Fire Protection System Permit Application. 2. Floor layout sh9wing all rooms and spaces, including a cross section of the space being protected, with accurate measurements drawn to a scale no smaller than 1/8 -inch scale. 3. Identification of each room or space, i.e. guest rooms, mechanical room, attic, etc. 4. Location of each system component using the appropriate symbol. 5. Explanatory notes and legend to lend clarity to the plan and identify the manufacturer and model of each alarm component used. 6. A wiring schematic clarifying type and wiring diagram. 7. Zoning, if applicable. 8. A copy of the technical specifications alarm system. If the components are not all from the same manufacturer, UL cross listing compatibility cards are required. 9. The current used by each of the initiating and indication devices and current rating of the power supply. 10. Battery calculations for compatibility. 11. Building permit number. 12. Total number of devices being installed. C. After the fire alarm plans have been approved by the Tukwila Fire Prevention Bureau, a job number will be issued to begin work. The plan review fees are as follows: Commercial: For 1-5 devices: Base fee = $100.00. Commercial: For 6 or more devices: Base fee = $200.00 4- $1.50 per device in excess of 10 devices. Single Family: Base fee = $50.00 + $1.50 per device in excess of 10 devices. Resubmittal: Fee = $200.00 Section 6. Tukwila Municipal Code Section 16.40.050 is hereby adopted to read as follows: 16.40.050 General Requirements A. All companies installing automatic fire alarm systems shall have a State electrical contractor's license. B. All persons installing automatic fire alarm systems shall hold a State low voltage installer's certificate or journeyman electrician certificate per RCW 19.28.041. An apprentice certificate is acceptable for installers when supervised by a certified journeyman per RCW 19.28.4. C. A City of Tukwila electrical permit shall be posted at all automatic fire alarm system installations per Tukwila Municipal Code Section 16.04.020. D. All equipment, devices, and wiring shall be listed by Underwriters Laboratories or Factory Mutual and shall be approved for the purpose which they are intended. No one shall perform any type of modification to any device that would void its ULIFM listing. E. If determined necessary by the authority having jurisdiction, control panels shall have sufficient auxiliary power outlets for automatic door closures, relay boards for elevator control, HVAC detectors, air pressurization, and all other auxiliary devices. They shall also have sufficient power for four -wire smoke detectors, remote LED indicating lights and duct detectors with relays. W:\Word Processing\Ordinances\Fire Alann.doc DT:mrh 02/16/2011 Page 4 of 10 F. Remote alarm annunciation/indication is required at the main entrance if the control panel is not visible from the main entrance. The height of the annunciator/control panel shall be 48 to 60 inches above grade/floor. G. When the control panel is located inside a room, the outside of the door shall have a sign in one -inch letters that reads "Fire Alarm" or "Fire Alarm ControL" H. A rechargeable battery backup is required on any automatic fire alarm system installation. There shall be enough battery capacity at all times to run the alarm system in standby for 24 hours and after that time, sound all alerting devices for at least five minutes. At the end of the battery life cycle, batteries shall be replaced. I. Audible devices shall be placed in buildings and be so located that, with all intervening doors closed, the alarm device shall be heard at not less than 15 decibels above the ambient noise levels; sleeping areas shall be a minimum of 75 decibels. Visible alarms shall be placed throughout the building in all assembly areas; common use areas, including toilet rooms and bathing facilities; hallways and lobbies; hotel guest rooms and rooms 130 square feet or larger regardless of use. number size of wiring (must comply with NFPA 70) and a point-to-point for each component used in the makeup of the automatic fire PROVIDE W.P. FIRE ON OUTSIDC OF DLG. /CONNECT TO ----� N. ' OS&Y TAMPER & / \I WIV SWITCHES I OS&Y OS&Y CONNECT TO SPRINKLER SYSTEM FLOW SWITCH(ES) VERIFY EXACT LOCATIONS & NUMBER WITH SPRINKLER SYSTEM INSTALLER MECH FS J. Whenever possible, the control panel shall be located in a heated main corridor or a heated main lobby. When the control panel is located inside a room, the room shall be heated, and kept at an ambient temperature between 40' and 1007. The outside of the door shall have a sign in one -inch letters, which reads "Fire Alarm" or "Fire Alarm Control" AT NO TIME SHALL THE CONTROL PANEL BE LOCATED IN AN EXTERIOR LOCATION. K. All new alarm systems shall be addressable. Each device shall have its own address and shall annunciate individual addresses at a UL central station. Section 7. Tukwila Municipal Code Section 16.40.060 is hereby adopted to read as follows: 16.40.060 Alarm/Control Panel Requirements A. A light shall indicate that the system is receiving normal power. A failure of normal power shall cause the light to go out and an audible signal to sound. B. All batteries shall have an automatic rate charger to maintain standby batteries in a fully charged condition. C. A power transfer circuit shall be installed that will switch to standby power automatically and instantaneously if normal power fails. D. All alarm signals shall be automatically "locked in" at the alarm panel until their operated devices are returned to normal condition, and the alarm panel is manually reset. E. The fire alarm panel shall be reset only by authorized personnel of the Tukwila Fire Department. F. The reset code for the fire alarm panel or keypad shall be 1-2-3-4-5. The reset code shall not be changed without the approval of the Fire Marshal. The reset code should be permanently posted at the keypad. G. The supervised relay boards that control elevator recall, air pressurization and all other auxiliary functions shall stay "locked in," even though the audible signaling circuits have been silenced, until the panel has been reset and returned to normal. H. For systems employing water flow detection devices, manual pull stations shall be distributed throughout the building. Audible and visible alarms shall be placed in all commonuse areas. W:\Word Processing\Ordinances\Fire Alarm.doc DT:mrh 02/16/2011 Page 5 of 10 I. All trouble and supervisory indication for Post Indicating Valves, Wall Indicating Valves, and Outside Stem and Yoke Valves shall be on a zone isolated from waterflow indication, for trouble only. J. All fire alarm panels/keypads shall have alarm silence capability. Section 8. Tukwila Municipal Code Section 16.40.070 is hereby adopted to read as follows: 16.40.070 Placement and Type of Detector A. All detectors shall be installed and spaced according to the manufacturer's instructions and NFPA 72. The Tukwila Fire Prevention Bureau may require additional detectors or decreased spacing. B. At least one of the following types of detectors shall be placed in all rooms, halls, storage areas, basements, attics, lofts, spaces above suspended ceilings, storage lockers, closets, electrical rooms, machine equipment rooms, shafts, crawl spaces and stairwells: smoke, rateof- rise, ' fixed -temperature, photobeam, flame, rate -compensation, or line -type. Access shall be provided to the attics and crawl spaces for maintenance of the detectors. C. All detectors placed above the ceiling shall have remote indicating lights in the ceiling directly below the device or other means of indication as approved by the Fire Prevention Bureau. D. All rate -of -rise and fixed -temperature heat detectors shall have replacement links or be self -restoring for testing purposes. E. Smoke detectors shall be the preferred detector type in all areas. When conditions are such that smoke detectors are not practical, other type(s) of detectors shall be installed as approved by the Tukwila Fire Prevention Bureau. F. Non-sprinklered multi -family dwellings shall have system heat detection installed throughout the unit. Section 9. Tukwila Municipal Code Section 16.40.080 is hereby adopted to read as follows: 16.40.110 Monitoring The following fire alarm systems are required to be monitored by a City of Tukwila -approved UL central station. 1. All new automatic and manual systems as required by Tukwila Municipal Code Section 16.40.100, or required by any other code or standard. 2. All existing fire alarm systems. 3. All fire alarm systems installed by the occupant/owner that are optional in commercial, industrial and multi -family occupancies. 4. Smoke detectors that are installed in lieu of a one-hour corridor requirement. 5. HVAC units that are required to have duct detectors and that serve more than one occupancy or serve an area open to the public. 6. City of Tukwila -approved UL central stations that fail to maintain their UL listing shall be prohibited from monitoring fire alarm systems within the City of Tukwila. Section 13. Tukwila Municipal Code Section 16.40.120 is hereby adopted to read as follows: 16.40.120 Special Requirements D. When monitoring of an existing system is lost for any reason, a firewatch must be posted during non -business hours. The fire watch person shall call the recorded fire prevention phone line at two-hour intervals confirming the all -clear status of the building. In the event of a fire emergency the fire watch shall call 911 immediately to report the fire emergency. E. Duct detectors shall send a supervisory signal only and shall not cause an alarm. F. Approved Knox key boxes shall be provided for access to alarm panels and sprinkler risers. G. An exterior horn or bell/strobe shall be installed outside all buildings/tenant spaces that have a fire alarm system. H. A 110 candela horn/strobe shall be installed above the kitchen suppression system's manual pull station. ti s 1 /2"C.O. TO UB FACP FRONT CASHIER FIRE ALARM CABINET WITH BATTERY BACK-UP ANN FIRE ALARM SYSTEM RISER NOT TO SCALE ENTRY COMMON AREAS AC -2 ER/A] L - LOCATE REMOTE ANNUNCIATOR AS REQUIRED BY FIRE MARSHALL 1 ST FIRE ALARM D4 MINI HORN/STROBE COMBINATION Di MINI HORN MANUAL PULL STATION O SMOKE DETECTOR SMOKE DETECTOR WITH STROBE 0 HEAT DETECTOR MAGNETIC DOOR HOLD OPEN FLOW SWITCH 0 TAMPER SWITCH LOW PRESSURE SWITCH RELAY Co- -) DUCT SMOKE DETECTOR (REMOTE TEST, W/ LED) 03 10" EXTERIOR BELL - WEATHER PROOF KNOX BOX STROBE ONLY INPUT / OUTPUT MATRIX r-- o HORN/STROBE CIRCUIT HVAC SHUT DOWN c, C. n TROUBLE FIRE/SMOKE DAMPERS CLOSE I INPUTS SMOKE DETECTORS/ HEAT DETECTORS X I X X PULL STATIONS X X X SPRINKLER FLOW SWITCH X X X FIRE SPRINKLER TAMPERS DUCT DETECTORS X X X LOW BATTERY X _ The Fire Alarm system is "Design Build" by the successful Electrical Contractor along with their FA system equipment supplier/subcontractor and must' meet all requirements for all applicable codes and Authority Having Jurisdiction. Drawings provided in the bid package are generic FA requirements and are not to be considered design documents. The bid package drawings do not indicate specific local requirements, the number of actual devices or exact final locations required to satisfy inspecting Authority. Bidders will contact the inspection and plan review before bid preparation. Certain Owner requirements defined within the FA specifications may have more stringent fire safety and device requirements than that required by the AHJ. When there is a conflict between Owner requirements and the AHJ requirements, the most stringent of the two which is not in violation of any enforcable code of jurisdiction shall be included in the "Design Build" package. Bidders shall include all components wiring, and shop drawings for a complete "turn key" system. No additonal charges will be considered for any required FA components or wiring which was not included in the original FA bid. 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A. / / b A �//n..rocquiu4 � ..xv./n/i�..i�Hviauiwuuii .:�.:••••••^=.' „ ,: Y?Y/u/muu/uwim . ?q1T rA Orlidli I1E 111 3iiIytJH H/uuuu/////////////H///1/A, uOn i u/u//uu%//% fWu9/9.ww .107/7.0122.44.4107 i'r3r�x' ^uuiuuii/% <D1 ,.1 L. y//1rdditiaE C J EIAORALAI/1 i. A 04_4- 301 FREEZER TED FOR -{ t _... VIRONMENT X El ti ANNItc1;;;Rmil/E-11- IHUSTIr 11;911ferN"ImIEICNG. 14,4 0" t • E I —A ---J-- -I— '11-11- I 1/1C—\ \l'i.11,_11.4.. E....x'ACIT11; iVATION1, (3,,,F.---_,,,,m()„g EA AC -2 ON ROOF ce LLI —J 0 0 LL g co CO Z cc < — BLE ERAL ALARMi if 75CD j—PIV TAMPER / SWITCH. VERIFY cl) EXACT PLACEMENT Lfds, PRIOR TO BID. A FT A 74. Amt.*, tuseees44.444. CASHIER 1.1 COOLER Ex Sze 11 47. RATED f OR ENVIRQ MEW A EM kAt EM AC I L 15 Fro M REST R 00 4L • A 114 D 0 0 Zit. °so (1) b lg. 0 cc o 0 co LL1 al 15CD 44 I Tr -00" 07m 0-aaemt-0.00,20r C;1'‘i,:*•• 214. 1 r M ss lfpl 15CD lb *EAT! 1E1' PROOF:1HORN/STROBE. ,MvEORUINT UP -61 ABOVE—AWNRI46. Ei EM i e /e04,./...eeNeeeVe/.////e/..MOSINSSMY MOW/ / / ..yee//e/44,00,// APSSV////////A.H.S.,,,,./.0.9%”044ktY,00,////..../ AM.' 1.1,7///i/ ///44,09',/ 40444..w.140:461.4%///.//////1.4~////Aw.94///1/V/ ',Awe/HAY/AZ:V.6V 11/„.../...././÷.,,...„...,,,,,,,,,,,,N,,,,,,.•......„..„..•.,,,...„.•..„4„,,,,......•,,,,,,_,..•,,,..„,•,,,,,...,..••,,,,,,,•..4...,,•„,„,,:17;:::: ,IX:ff,;7;,"1.;:7;;;;7:-'fr , ,,, ,,„, ,. 4:, „ „ „, „ „.„... „,,,,.„..., „v„,.„, 1 Ps FLOOR & CEILING PLAN — FIRE ALARM DEVICE LAYOUT 0) Red ?,se plans h;.--iv,-a be,r! revie.wed by The Tukwila Fire C';0:;•.;,,rinarce vvlth current City 2:7!rds. ,4.)1e17.t to errors and which (7.0 ,,,.1i.r.orize violations of adopted arm or.r.ilf,arlo.s. The responsibility for the ot: oesign totally with the designer. deletions or .t./i;..;lons to these drawings after (Ate will vud thi3 utceptance and will require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 0 NORTH 13138 INTERURBAN AVE S Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoraton approval. NOTICE A 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 ,fr—mination of [hp tecHng. 18215 72ND AVENUE SOUTH 0 0 o CL CD 0 g. tinj CL c”°°:, to!"I 0,76---I "--5(D 21- : N (NI PAID MAR 28 2012 TUKWILA FIRE U. SCOPE OF WORK: • ADD (3) DRY PENDENTS IN NEW COOLER. ID Without Comments El As Noted .n Red ' Per The Attached Letter These plans hove 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 v=iolations of adopted Y andards and ordinances. The responsibility for the adequacy of design res totally with the designer. Additions, deletions o,: 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 Flre Prevention Bureau. AITLP FRE." DEP `R T ii ENT ca C;205-575-44 ,7 and dye LI II"� Fire r Pei w t. I do -ndi exact cruc!.v susforPashut .Down or tk t u`.lorY approval. CLARIFICATIONS: • ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: • TAXES OF ANY TYPE. • UNDERGROUND PIPING OF ANY TYPE • STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. • LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. • RELOCATING EXISTING SPRINKLER PIPING FOR OTHER TRADES (UNO). • ELECTRICAL OF ANY TYPE. INCLUDING BUT NOT LIMITED TO WIRING OF FIRE SPRINKLER SYSTEM MONITORING DEVICES, DRY SYSTEM AIR COMPRESSORS, FIRE PUMPS, AND CONTROL PANELS. • FIRE ALARM MONITORING OF ANY TYPE. GENERAL NOTES: • ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL ANDIOR FM APPROVED. • EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. • PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. • PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. • JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13. DESIGN CRITERIA: • DESIGN AND TESTING BASED ON NFPA 13 AND CITY OF TUKWILA CODES. • MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. • DESIGN CRITERIA AND SPRINKLER SPACING TO BE PER NFPA 13. - STORAGE COOLER - ORDINARY HAZARD -130 SQ. FT. MAX FIELD NOTES: • ALL NEW PIPE TO BE THREADED BLACK SCUD 40, JOINED WITH THREADED FITTINGS. • MAXIMUM HEAD SPACING TO BE 130 SQ. FT. (E) UPRIGHT FIRE SPRINKLER LEGEND c a = EXISTING WALL z = NEVV COOLER WALL — — = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE = EXISTING FLEX DROP ►� = EXISTING UPRIGHT SPRINKLER = EXISTING PENDENT SPRINKLER = NEW RECESSED PENDENT SPRINKLER NOTE: SPACE ABOVE CEILING IS COMBUSTIBLE. EXISTING UPRIGHT PROTECTION TO REMAIN UNCHANGED UNLESS NOTED OTHERWISE. EW ALK IN COOLER T -11 e\ :, / a4' /// /2J i' /;A Diff. DR PE LSENT REMOVE EXISTING ELBOW ADD (N) TEE (N) 1" X 3'-0" CUT TO FIT (E) ACT CEILING --- 1" TEE ON RUN WI PLUG (N)16" DRY PENDENT (E) PENDENT SPRINKLER (N) COOLER CEILING 97//l//////////l/////I///n://.�/`7/l///✓4//.�.o.1.01/�,% (E) FLEX DROP iys Inn1 Sea $40tbilTijkw (E) FLOOR NEW WALK-IN COOLER FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" COOLER DRY PENDENT (TYP) NTS VICINITY MAP` SCALE: NTS rurr►ir*r WACHINGTON STATS CENTLPICATS COAVOTIVICY Flan PROTOCTION MUM= CYVT:013 Scott Seibert 3322-0107-C Level3 Archer Con . • ' • n, Inc. 2.• IQ• t`I ATER SUPPLY HYDRAULIC DESIGN INFORMATION STATIC RESIDUAL GPM FLOWING DATE & TIME XX PSI XX PSI HAZARD CLASSIFICATION TYPE DENSIT AREA SIZE COVERAGE PER SPRINKLER SYSTEL DEMAND 1 HANGER ATTACHMENT XXUXX GPM A BEAM CLAMP B SIDE BEAM BRACKET C EYE SOCKET ABBREVIATIONS CL I CENTERLINE OF PIPE CTS D NUT & PLATE WASHER G H K T KWIK-BOLT HDI -P SAMMY SIDEWINDER SAMMY SUPERSCREW COACH SCREW ROD CEILING FLANGE TRAPEZE FO CUT TO SUIT FIELD ORDER IFOW INSIDE FACE OF WALL OFOW OUTSIDE FACE OF WALL NAS NO AUTO. SPRINKLERS UNO UNLESS NOTED OTHERWISE COJ CUT ON JOB SYMBOLS SPRINKLER SYMBOLS * FF (CL) ABOVE FINISHED FLOOR * BB (CL) BOTTOM OF BEAM SYM AKE GLOBE MODE GL5635 SIN# GL5635 TYPE DRY SLEEVE & SKIRT PENDENT FINISH CHROME K -FAC. 5.6 THREAD 112° TEMP CANOPY 200° CHRISLV QTY 3 * TB (CL) TOP OF BEAM * TS (CL) TOP OF STEEL !BOTTOM OF DECK -�--- RIGID COUPLING FLEXIBLE COUPLING TOTAL SPRINKLERS THIS SHEET CHER WSCL#: ARCHEI*219DR PROJECT: FIRE SPRINKLER DIVISION Jacksons Store #631 13138 Intererban Ave. S. Tukwila, WA 98188 CONTRACT is Evergreen Envirornental Service John Hines PAID 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 FIRE SPRINKLER PIPING PLAN PERMIT NO: JOB NO: Si7.020 AUTHORITY: CITY OF TUKWILA DESIGNER: Travis IQnne SCALE: As Noted DATE: February10.2017 425-787-8987 FEB 10 2017 TUKWILA FIRE Qc � 13138 INTERURBAN AVE S 17-S-027 REVISED J J PLOTTED tI FP 1 OF 1 'UPRIGHT HEADS PER. NFPA 13 (TYP.) BRANCH LINE 8c' SPRINKLER HEAD LOCATION PER NFPA-13 COMBUSTIBLE PLYWOOD DECKING OPEN WEB NON-COMBUSTIBLE STEEL TRUSSES (SEE STRUCTUR L Cru 1 Ifo 1 Without Commen S Note its. Red Per the Attached Letter. Th °se plans have been. reviewed bV:The Tukwila Fire Pre ention Bureau tor. conforrrmance with current City 3 dards. Accer e +t.l , to errors and ().11 SA'ions which CIO v IJIadons of, adopted •c''a C1ards and ore, 41 i;:' ;The h 1 eop i1s1h l4' for the y, t guac .ot '�y, >,.�it (he designer... AdeitionS, =I c drawings after tIiI dale wig Vold I ,� , • r ,w�1 � {11:(ire a �4 ;¢ir i.x. a approval, res bmittal of r ��I,c-., , `+ ,.y.' ^ .1 acceptar£ce.i' : 1 fir; Io s i.1 >i nd inspection by ' J Tukwila Fire l'� ever,>b <1 (GRAPHICS PANE-17:�. CAMiwral COOLEf COFFEE,: SCOPE OF WORK: 1. INSTALL WET FIRE SPRINKLER SYSTEM PROTECTION (UPRIGHT SPRINKLERS IN VOID CONCEALED SPACE, PENDENT SPRINKLERS BELOW CEILINGS). 2. BUILDING TO HAVE A WALL POST INDICATOR FOR CONTROL VALVES. 3. ALL WET SYSTEMS TO BE DESIGNED & CALCULATED PER NFPA #13 ORDINARY HAZARD MERCANTILE TO .20 DENSITY OVER 960 SQUARE FEET. 4. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. FIRE SPRINKLER PERMIT AND PLAN REVIEW FEES ARE INCLUDED. 5. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 6. TESTING PER NFPA #13 & CITY OF TUKWILA. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. =moat• LONGITUDINAL .BUILDING SECTION SCALE: 3/16"=1'-0" FP1.0 . TUKWILA FIRE DEPARTMENT' Please call 206-575-4407 and give this 'Fire.. Permit No. td exact address for shut- down or restoration approval, EXCLUSIONS: arc 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. PENDENT SPRINKLERS FOR TENANT IMPROVEMENTS. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES. 2. HAZARD THROUGH OUT BUILDING TO BE ORDINARY GROUP 2. FITTER NOTES:. 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SUPERSCREW (WOOD). SEE HANGER DETAIL 'A' ON SHEET FPI: 2 MAXIMUM HEAD SPACING PER NFPA-13 130 SQ: FT. 3. ALL THREADED PIPING TO BE EDDY THREAD JOINED W/ THREADED FITTINGS. 4. ALL GROOVED PIPING TO BE EDDY THREAD JOINED W/ GROOVED FITTINGS. CEILING ELECTRIC BELL COORDINATE WITH ELECTRICAL - FLOW SWITCH PRESSURE GAUGE CHECK VALVE U.L. LISTED 2" MAIN DRAIN W/ INSPECTORS TEST. 3" DOUBLE DETECTOR CHECK BACK FLOW' PREVENTER WITH MONITORED VALVES AND TEST PORTS PER A.H.J 4" SPRINKLER SUPPLY SEE CIVIL DRAWINGS NOTES: 1. COORDINATE WITH •ELECTRICAL FOR VALVE MONITORING AND FIRE ALARM AND FREEZE PROTECTION. 2. ALL INSTALLATION AND VALVES PER NFPA Sc LOCAL JURISDICTIONS REQUIREMENTS. 3. COORDINATE WITH !'LUMBER rOR DRAINAGE PROVISIONS AND INSTALL DRAINAGE PER NFPA. 4. INSTALL ALARM CHECK VALVE / WATER MOTOR GONG AS MAY BE REQUIRED PER A.H.J. (VERIFY). SCOPE OF WORK STARTS 1'-0" AFF FOR ARCHER CONSTRUCTION. (U.G. AND REMOTE 4" X 3" CON. REDUCER /\ /\ /\ 4" UNDERGROUND BY THE -RS FIRE DEPT.. CONNECTION WITH SIGN, CHAIN, CLAPPER, DRIP BALL VALVE AND ALL REQUIRED ACCESSORIES PER NFPA LOCAL JURISDICTIONS. (VERIFY AND COORDINATE' WITH CIVIL/SITE FOR EXACT. LOCATION AND PIPE ROUTING) CLEARANCE PER. NFPA #13 L 1/2" AUTOMATIC BALL DRIP SCHEMATIC SPRINKLER RISER DIAGRAM NO SCALE . �.� INSTAL f, . . (.2) GUARt POS 'S. TQ • "� PROTECT . FDS.-; AS.SEMBLI'' 12$ LF :4" b II4NAER #11. 61$'4‘....NESAL Nigh' • 1601I hDecc0511 'AP ;CONNEOTIbN Dl 'WTER::::MAIN . :INSTALL::;. ' TAPPif TEE': ' YALUE (�LXMJ 'r (RUST "F.3 LEGEND PRESSURE GAUGE BELL FLOW SWITCH JACKSON'S STORE #631 SITE PLAN REVISIONS HANGERS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET B C D EYE SOCKET ARM #1 NUMBER 'HYDRAULIC DESIGN INFORMATION CODE NFPA 13 HAZARD ORDINARY GROUP 2 ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS SYSTEM TYPE WET NUT & PLATE WASHER • KWIK-BOLT HDI -P H SAMMY SIDEWINDER SAMMY SUPERSCREW REMOTE 960 AREA Sar SQ. FT. TOTAL SYSTEM REQUIREMENTS: DENSITY 20 OPMISQ. PT. INSIDE HOSE NIA ALLOWANCE OUTSIDE HOSE 250 GPM ALLOWANCE 321.99 GPM @ 78.42 PSI @ BOR AREA PELER R130 SQ. FT. SPRINK J COACH SCREW ROD . L CEILING FLANGE U -HOOK HYDRAULIC DESIGN INFORMATION M N SHORT STRAP NUMBER CODE HAZARD SYSTEM TYPE • WALL BRACKET P TRAPEZE 4 REMOTE SQ. AREA DENSITY ' OPMISQ. PT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE .. AREA PER . • SPRINKLER TOTAL SYSTEM REQUIREMENTS: AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO -$F ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK • BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE . RIGID COUPLING FLEXIBLE COUPLIN STATIC 120 PSI RESIDUAL 20 PSI GPM FLOWING 7600 GPM DATE & TIME 2012 PER: TUKWILA WATER DIST. SYM 0 MAKE GLOBE GLOBE GLOBE GLOBE MODEL GL GL GL GL SIN# GL5601 GL5615 GL5635 GL5641 TYPE RECESSED PENDENT UPRIGHT DRY PENDENT DRY HOR. SIDEWALL FINISH WHITE BRASS WHITE WHITE K -FAC. K=5.6 K=5.6 K=5.6 K=5.6 THREAD • Wl 1" • 1" ORIFICE �/2 1 1z1 TEMP 155° 200° 200° 155° CANOPY RECESSED SLV./SKIRT SLVISKIRT QTY 36 32 5 2 LOCATION: MODEL ON SITE CHECK VALVE GATE . VALVE N-�I �.,.N-IN DOUBLE DETECTOR CHECK 'VALVE c CONSTRUCTION, INC NOTES: TOTAL PROJECT SPRINKLERS = 75 TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE '253-872-7222 FAX 253-872-7277 VICINITY 'MAP SCALE: N.T.S. JACKSON'S FOOD STORE:'#631 13138 INTERURBAN AVE. S. TUKWILA, WA FIRE SPRINKLER PIPING PLAN CONTRACTOR: EVERGREEN ENVIRONMENTAL SVCS PHONE: 425-787-8987 FAX: 425-" 13138 INTERURBAN AVE S 12-S-082 =NOTE A=A #1 \FPA -13 (2010) OBD. GP. 2 .2/960 Q.AREA EDUCTIO\ 12'=0 43- 33 iV •V a."Ve}t V"i YVfao Rf N':'4 VN�Is tY,*VA..+•iMfY0 6...,....t,.,. E R 8-10 BEER CAVE 4 SEE FP -1 1%~ 1% 1-1 R JAI_ /E. r) 8 1 CASHIER WALK-IN COOLER MEN's RE ROOM Ll7 1% 1X 1-0Y HALLWAY JACKSON'S STORE #631 FIRE PROTECTION PLAN SCALE: 1/4" 1'-0 ' Itd(ill COMECO T Ii.)t..,1.`:° CANOPY AT Irj11'Ill°, UM 1-2Q' A\ MAY Tol-Brace Seismic Calculations 3 jl?�ta r` �� �t HYDRAULIC DESIGN INFORMATION THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. JOB NAME: JACKSONS STORE #631 SYSTEM LOCATION: WET SYSTEM DATE OF CALCULATIONS: March 26, 2012 JOB NUMBER: 512.11 WATERFLOW INFORMATION STATIC PRESSURE: 120 PSI RESIDUAL PRESSURE: 20 PSI FLOWING (GPM): 7600 GPM GPM FLOWING © 20 PSI: 7600 GPM DESIGN CRITERIA . . DENSITY: .20 DESIGNED AREA OF DISCHARGE: 960 SO FT OCCUPANCY CLASSIFICATION:ORD. GP. 2 HEADS CALCULATED: 11 SPRINKLER MODEL: GL5601 K -FACTOR: 5.6 TEMPERATURE RATING: 155* HEAD SPACING: 130 SOFT SYSTEM DEMAND AT BASE OF RISER GPM DISCHARGE: 321.99 GPMRESIDUAL PRESSURE: 78.42PS1 HOSE ALLOWANCE: 250 GPM ARCHERT- CON5TRUCTION, INC •PHONE: (253) 872-7222 • FAX: (253) 872-7277 Brace Information M _ Maximum Spacing 40 0 (5219m) :. T 0" 2 13 m Maximum Bracy Length -.......(_:_....).„...-..._........:.___.... Bracing Material 1," Scf640 _ Angle from Vertical !135°Min . - TDICO C�Omponenf Fig. Number Adjusted Load Flo 4L Clamp 1414 Ibs (641 kg) Flg 980 Universal Swivel 1319 lbs (598 kg) ^ca:cui■nom Basad ora CONCENTRIC Loading 'Please Hole: These calculaIans.are ler Telco components any. Use otary oU,.s components.voida 0,ese calculi Sons and the lislin of the aasernbl . Least Red. al Gyration 0.421(11 mma UR Value 200 Assembly Detail YOLCOFt4e0' Max Horizontal Load 13119lbs 0594I -g)._._„ __,- - Force Factor Cp) 0,6 s,. VelI:YF.:N.4At SYCNhtEttE p lta TTA Other Requirements - FM Approved Loads STEELPIPE-.,. L..4TSRAL Bleat Fastener Information }' TOMO F143. 1001 • `� FAST' CLAMP` Fastener Orientation NFPATypo8...._._-.....__ _..__.. Typo Lag Scree_ .................._.......:. Diameter .3/tin. (13 rnm) Length 3inJ76 nim) '1otC011G.41,. P111E.C:LAtUP RIR 9/4A:y oMING .. JACKSON'S STORE #631 FIRE PROTECTION PLAN SCALE: 1/4" 1'-0 ' Itd(ill COMECO T Ii.)t..,1.`:° CANOPY AT Irj11'Ill°, UM 1-2Q' A\ MAY • 2" WOOD NAILER MODEL #SWG 20 \--ALL THREAD ROD �-HANGER RING PIPING OPEN WEB JOIST HANGER G SAMMY SIDEWINDER SAMMY SUPERSCREW BTM CHORD OF TJL CEILING FLANGE W/ (2) 5/16" X 1-1/2" LAG SCREWS ALL THREAD ROD HANGER RING-/ HANGER K CEILING FLANGE (FOR 2" PIPE MAX) Tol-Brace Seismic Calculations 3 jl?�ta r` �� �t HYDRAULIC DESIGN INFORMATION THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. JOB NAME: JACKSONS STORE #631 SYSTEM LOCATION: WET SYSTEM DATE OF CALCULATIONS: March 26, 2012 JOB NUMBER: 512.11 WATERFLOW INFORMATION STATIC PRESSURE: 120 PSI RESIDUAL PRESSURE: 20 PSI FLOWING (GPM): 7600 GPM GPM FLOWING © 20 PSI: 7600 GPM DESIGN CRITERIA . . DENSITY: .20 DESIGNED AREA OF DISCHARGE: 960 SO FT OCCUPANCY CLASSIFICATION:ORD. GP. 2 HEADS CALCULATED: 11 SPRINKLER MODEL: GL5601 K -FACTOR: 5.6 TEMPERATURE RATING: 155* HEAD SPACING: 130 SOFT SYSTEM DEMAND AT BASE OF RISER GPM DISCHARGE: 321.99 GPMRESIDUAL PRESSURE: 78.42PS1 HOSE ALLOWANCE: 250 GPM ARCHERT- CON5TRUCTION, INC •PHONE: (253) 872-7222 • FAX: (253) 872-7277 Brace Information • 2" WOOD NAILER MODEL #SWG 20 \--ALL THREAD ROD �-HANGER RING PIPING OPEN WEB JOIST HANGER G SAMMY SIDEWINDER SAMMY SUPERSCREW BTM CHORD OF TJL CEILING FLANGE W/ (2) 5/16" X 1-1/2" LAG SCREWS ALL THREAD ROD HANGER RING-/ HANGER K CEILING FLANGE (FOR 2" PIPE MAX) s } Tol-Brace Seismic Calculations 3 jl?�ta r` �� �t Tol Brace Seismic Calculations Jx 3 � .. Archer Construction, Inc ProJect Address' JACKSON SiORE 4631 78555.206th Street Tolco Brace Components Kent, WA 98032 U B+Line. 1a1381NTERLABAN AVEwS; - _ 253-972.7222 KEr„, YJ!{ ARCHEI•Z19DR �y t�ryy IJ :: TOL Job 4 512-11 Calculates' bated en 2010 NFPA Pamphlet Ata Brace Information Toteo Brace Components _ Maximum Spacing 40 0 (5219m) :. T 0" 2 13 m Maximum Bracy Length -.......(_:_....).„...-..._........:.___.... Bracing Material 1," Scf640 _ Angle from Vertical !135°Min . - TDICO C�Omponenf Fig. Number Adjusted Load Flo 4L Clamp 1414 Ibs (641 kg) Flg 980 Universal Swivel 1319 lbs (598 kg) ^ca:cui■nom Basad ora CONCENTRIC Loading 'Please Hole: These calculaIans.are ler Telco components any. Use otary oU,.s components.voida 0,ese calculi Sons and the lislin of the aasernbl . Least Red. al Gyration 0.421(11 mma UR Value 200 Assembly Detail YOLCOFt4e0' Max Horizontal Load 13119lbs 0594I -g)._._„ __,- - Force Factor Cp) 0,6 s,. VelI:YF.:N.4At SYCNhtEttE p lta TTA Other Requirements - FM Approved Loads STEELPIPE-.,. L..4TSRAL Bleat Fastener Information }' TOMO F143. 1001 • `� FAST' CLAMP` Fastener Orientation NFPATypo8...._._-.....__ _..__.. Typo Lag Scree_ .................._.......:. Diameter .3/tin. (13 rnm) Length 3inJ76 nim) '1otC011G.41,. P111E.C:LAtUP RIR 9/4A:y oMING .. ;. Brace Identification on Plans .A Brace Identification on Plans 1 Ma:ximumLoad 292 Its((11,4 kg). ;Orientation or Brace Longitudinal Braced Pipe: 2.P Sch.10 Steel Pipe Load Information Size and Type of Pipe 1 Total Length Total Calculated Load '<cl 2.5" Sch.10 Steal Pipe (63.5 mm) Size and Type of Pipe Total Length Total Calculated Load I.5" Sch.10 Steel Pipe (36.1 mm) 2.5" Sch.10 Steel Pipe (63.5 mm) 4011(12.2 m) 141 lbs (U4 Ing) 1.25"Sch.10Steel Pipe (3175mm) Fr . Percentage added for Fitting" and Sprinklers 115% 21 tba (9.53 kg) t"Sah.40 Steel Pipe (25.4 men) Total Adjusted Load or all pipe within Zone of Influence 163 lba (74 kg) s } Tol-Brace Seismic Calculations 3 jl?�ta r` �� �t Archer Construction, Inc. ProJect Address: JACKSON STORE 0631 - 7855 S. 206th Street y�,p Kent, WA 98032 '4FY FII I "41BC-; 13138INTER9RBAN AVE.S. --- 253-872-7222 ARCHEI"'219DR KENT VVI4,,,_.„. lob. n` 512-11 Calculation" based en 2010 NFPAPamphlet et3 ' l:6LCD Brace Information Tolco Brace Components Maximum spacing 20'.0'' (" �" TD'm Maximum Brace Length (2.13) Tolco Component Fig. Number Adjusted Load Flo 1001 Clamp 1131 Ibs(513 k kg) Bracing Material 1' Sch,90 • Flo 980 Universal Swivel I319 Ibs (598 kg) Angle from Vertical 45? Dn..„ -------- - - •tyCaalsuselison.TheseoaCtouoinICETRrIeCfoLrTodicno components only. :Use.early ( other compon.nls.vod,. the sa oelouletions and theEstin• al the womb) . LeastRad. orGyration •0.42"(x19,11) . LIRValuc 200 Assembly Detail Max Horizontal Load 3310 Ibs (594,k9).__,, ,_,.- TOLCO FIG, 980-"... UNIVERSALAS,TWT#AYS CCC, Force Factor (Cp) 0.6 Other Requirements - FM Approved Loads STEEL PIPEq Fastener Information . LATERAL BkAcp-' -- Fastener orientation NFPA Type e. ___.__._ Typo Lag. Screw.. __ _ Diameter 1 tin. 13 mm }' TOMO F143. 1001 • `� FAST' CLAMP` Length Sin. 127 mm Brace Identification on Plans .A Maximum Load 4101bs 185 Orientation Of Brace Lateral t Braced Pipe: 2.6'' Sch.10 Steal Pipe - Load Information - Size and Type of Pipe 1 Total Length Total Calculated Load '<cl 2.5" Sch.10 Steal Pipe (63.5 mm) 2211(6.1 m) 71 Ibs (32 kg) I.5" Sch.10 Steel Pipe (36.1 mm) 11.T3n (3.6 m) 22 Ibs (10 9g) 1.25"Sch.10Steel Pipe (3175mm) 1350811 (41.4 m) 2013 Itis (53 kg) t"Sah.40 Steel Pipe (25.4 men) 45.388 (13.8 m) 5G lbs (25 kg) Percentage added tor FldInga and Sprinklers 11519 53 lbs (24.04 kg) Total Adjusted Load of all pipe within Zone of Influence 407 lbs (185 kg) REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP B SIDE BEAM BRACKET G EYE SOCKET q NUT & PLATE WASHER NUMBER #1 CODE NFPA 13 HAZARD ORDINARY GROUP 2 mum WET TYPE E KWIK-BOLT F HDI -P G SAMMY SIDEWINDER H SAMMY SUPERSCREW REMOTE. 960 AREA SQ. FT. TOTAL SYSTEM REQUIREMENTS: DENSITY ,20 OPMISQ. FT. INSIDE HOSE N/A ALLOWANCE AALLOW NCEESE 250 GPM 321.99 GPM @ 78.42 PSI @ BOR AREA PER 130 SQ. FT. SPRINKLER J COACH SCREW ROD K CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK Al SHORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE N WALL BRACKET P TRAPEZEAREA Q- R REMOTE SQ FT DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO -0-- ABOVE ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING JLEXIBLECOUPLING WATERFLOW INFORMATION STATIC RESIDUAL GPM FLOWING 7600 GPM DATE & TIME 2012 PER: TUKWILA WATER DIST. LOCATION: MODEL ON SITE 120 PSI 20 PSI SPRINKLER SYMBOLS SYM MAKE MODEL SIN# TYPE FINISH K FAC. THREAD ORIFICE TEMP CANOPY QTY 0 GLOBE GLOBE GLOBE GLOBE GL GL GL GL GL5601 RECESSED PENDENT WHITE K=5.6 155° RECESSED GL5615 UPRIGHT BRASS K=5.6 W. 200° GL5635 DRY PENDENT WHITE K=5.6 1" vz' 200° s GL5641 DRY HOR. SIDEWALL WHITE K=5.6 1" 1/2 155° s LV./SKIRT LV./SKIRT 36 32 5 2 ARCHER] CONSTRUCTION, INC JACKSON'S FOOD STORE #631 13138 INTERURBAN AVE. S. TUKWILA, WA FIRE SPRINKLER PIPING PLAN PERMIT NO: JOB NO: S12-11 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL PROJECT SPRINKLERS = 75 TOTAL SPRINKLERS THIS SHEET 75 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: EVERGREEN ENVIRONMENTAL SVS PHONE: 425-787-8987 FAX: 425-787-7812 DESIGNER: P. DELGADO SCALE: 1/4" = 1'-0" DATE: 3/26/2012 REVISED / / PLOTTED / FF3'2.OF 2