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Home My WebLink AboutPP - 6840 FORT DENT WAY - FORT DENT TWO OFFICE BUILDING - PERMITS AND PLANS (2)6840 FORT DENT WAY ASSOCIATED PERMITS D19-0231 05-F-223 05-S-214 D19-0230 04-F-153 05-S-211 D19-0141 04-F-116 05-S-114 D19-0133 03-F-198 04-S-142 D18-0394 03-F-195 04-S-104 D18-0296 02-F-228 03-S-208 D18-0256 93-F-037 02-S-141 19-F-176 93-F-012 98-S-297 19-F-153 19-S-177 97-S-114 19-F-134 19-S-169 94-S-056 19-F-090 19-S-128 94-S-039 19-F-084 19-S-127 93-S-290 19-F-018 19-S-032 93-S-208 18-F-207 18-S-197 93-S-017 16-F-185 16-S-091 93-S-004 15-F-159 15-S-136 92-S-301 13-F-151 13-S-138 92-S-287 12-F-154 13-S-135 92-S-283 11-F-185 12-S-139 92-S-282 11-F-176 11-S-164 92-S-246 10-F-003 11-S-135 92-S-232 08-F-390 10-S-093 91-S-356 08-F-378 09-S-218 91-0287 06-F-172 08-S-378 91-0243 06-F-143 06-S-140 90-328 06-F-127 06-S-108 90-002 05-F-224 06-S-097 91-F-311 SILA SOLUTIONS CROWN FIRE PROTECTION SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: (081/0 For-) DDf?+ WaySuite Number: Floor: Sia St) U\ -16n Tenant Name: ` New Tenant? ❑ -Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if thereare questions about the submittal. Name: Je5,ct2 R,/o i/1 SOt7 City State Zip Company Name: CSO t.A.)n 'F11ff ?rDt-e_c_N\cin, In c Mailing Address: t BOX \Z\\3 m 1l1 Cr-eaci li3P 4:1510 City State Zip E-mail Address: JeSSlCn ecfp •,n.cp• rOT Fax Number: Day Telephone: 26.' liet Mtoq Valuation of Project (contractor's bid price): $ 2, c:: CO ' Scope of Work (please provide detailed information): POO (G.) heads and rely czo) hP 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: ria X A - Print Name: / k'SS/(Q 'J7& '7 Plan Permit App.doc Date: (O172112 Day Telephone: 112540 ! Z‘M 5/14/10 TFD FP Form 8 1111ssMs SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 6480 Fort Dent Way Tenant Name: Sila Solutions Property Owner's Name: John C. Radovich Development Co. King Co. Assessor's Tax No.: 2954900425 Suite Number: Floor: 3 New Tenant? ❑ - Yes ®- No Mailing Address: 2835 82nd Avenue SE, Suite 300 Mercer Island WA 98040 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Jim Stewart Day Telephone: 425.445.5623 Company Name: Western States Fire Protection Mailing Address: 14690 NE 95th Street, Unit 101 Redmond WA 98052 City State Zip E-mail Address: jim.stewart@wsfp.us Fax Number: 425.881.3030 Total number of new/relocated devices or sprinkler heads: 10 Valuation of Project (contractor's bid price): $ 11650 t00 Scope of Work (please provide detailed information): Relocate fire sprinkler heads to accommodate the new wall and ceiling configurations. 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 NE Signature: Print Name: im Stewart THORIZED AGENT: Plan Permit App.doc Date:_ June 5, 2013 Day Telephone: 425.445.5623 1/2/13 TFD FP Form 8 44111744 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2C1 5' 940 - V 9 Z S Site Address: i 9 0 F Co(- C( W aLI Suite Number: 3 t C fit' Floor: eJ\\a So\v's\0115 I Tenant Name: New Tenant? ❑ - Yes 13; No Property Owner's Name: &, pt,d1✓k tl^txl L o 1 Mailing Address: 2 35— %2t\ PcJ SE I 5,1; 300 I 1 'e ca4- Sl(A(1d W q yOui 0 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 3 e 55 S CO. V-010 (NS On Day Telephone: Lk u% 17 Co 6 G Company Name: Crow (\ F;Ce 00, l r __ Mailing Address: pp eat* 1'2_\\-3 m \\ c,c-G(,1e_ City State Zi _ E-mail Address: \ ' : C e,%COL/i C 9, (to\ Fax Number: ZS Li f) co G{ Total number of new//relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ t 2 00 Scope of Work (please provide detailed information): , \ GC 0. ice. 3 S (il (\ Lr_4_ c \r -e W0.\ 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: Print Name: Plan Permit App.doc ‘,11,1J PsSI(Cn (2ab,.n,1a4 1/2/13 Day Telephone: Date: c // 0 /-(3 7.3- yg76 q 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** King Co. Assessor's Tax No.: Site Address: t0 V 0 1-61-1-- /7 itia Suite Number: Floor: 31V Tenant Name: S / (C Se, /C/4-/ 0./1 5 ( New Tenant? ❑ - Yes ❑ - No Property Owner's Name: if/( C P4 -CV 7 C ( ate r (if" Gt 1 CQ . Mailing Address: 2-9.3r 224 ' f r . ic-ef `; / , e 6u -9-0Q,6 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ( ( i/t % i✓t J Day Telephone: ja Company Name: aitoAer, 5i' 'e j /` j 2 fr O 7 -eG10/1 Mailing Address: / 7' b rC / v E 9r7q,5-11" */G' aidLTAa d `TJdf 2 / City State Zip E-mail Address:cl// -- ;,etes AP. U S Fax Number V2 J7( 3 6) G Valuation of Project (contractor's bid price): $ 2 3 YC . 6 d Scope of Work (please provide detailed information): r-e(6G X';J1 i (%dGt/-Ci ,f /y -From 4416-e/ 5 6c5- M ' .PL✓ 9(. (74 1-66A Z S !lL✓ . 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 OWN Signature: fT ENT: Print Name: larA / ei I n JI; Plan Permit App.doc Date: - /c/- /3 Day Telephone: O//.6/66 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 6890 Foie .De/rf % Tenant Name: 5/11(2 SO g1i74ti 6RAup King Co. Assessor's Tax No.: 295/190092.5 Suite Number: Floor: 3 New Tenant? ❑ - Yes ® - No Property Owner's Name: J0 AA— earO V/Ch 2 ev CO 0679 Mailing Address: 2g35 rend Ave ,S'EoiJ-/ NeRee4 Island W,V 9804o City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 0 JS'6vV Eet/ Day Telephone: 2S'3 ` 826 0099 Company Name: Fre S;or/nI'/ers -4coepot 7 c/ Mailing Address: /524 1571A ' f&eel E - Sul/ /02 Su'rmn er- WR 98390 City State Zip E-mail Address: O/19.r&) "-/ /^reSOP/hk/eft/0e . etOn7 Fax Number: 253 —826 -/033 Contractor's City of Tukwila Business License number: 8US - 0991433 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 4/3/ Scope of Work (please provide detailed information): ieezocgt('L Eit%S4/:Q - o', ,4%Prs q ee teij'eI p6r' new cvq// Qac✓ cue.'/Us v 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 1 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: Print Name: O. SF,g eev Date: 0%/'499/20%5% Day Telephone: 2s3 -4926-0.091 Plan Permit App.doc 8/22114 TFD FP Form 8 44IgW% 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** SITE LOCATION Site Address: ( C CA b,,,., L -a' •1 Tenant Name: S \C._ c t- 1\ (i1(D New Tenant? ❑ - Yes ( - No Property Owner's Name: S , \ c. S. --,l -i" 1 .'N CV -6 1! Mailing Address: 1-2?' I R! -f OF), ---1 Li" -1 5 3) T ./ - c L)_ i- `Z \ S City State Zip J King Co. Assessor's Tax No.: ' c) 1 ) h 3 Suite Number3)' Floor: CONTACT PERSON -if there are questions about the submittal. \\ Name:-Tinr- tie csk Day Telephone: c.)0 L -` % \--O 1( Company Name: Mailing Address: o 7 U 3k. b . `J\ I ° - , .70t) C State Zip E-mail Address: -Lc c CSC t ! !moo p.4 Fax Number: c.)j 3-- -- s- - t ? r1 Contractor's City of Tukwila Business License number: 0 S - L1) n) `I Total number of new/relocated devices or sprinkler heads: 4=3 ce U . < <' S Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): ct“.o o o. c ki x, ridtil 77eoa✓tt PERMIT APPLICATION NOTES dd 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: Print Name: \ Plan Permit App.doc Date: ) -7 11 Day Telephone: 8/22/14 TFD FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION Site Address: 6840 Fort Dent Way Tenant Name: Pacific Dental **PLEASE PRINT** King Co. Assessor's Tax No.: 295490-0425 Suite Number: 2 2 5 Floor: 2 nd New Tenant? [Yes ❑ - No Property Owner's Name: JCR Mailing Address: 2835 82nd Ave SE, S-1 Mercer Island WA 98040 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matt Carlman Company Name: Mailing Address: E-mail Address: Fire Systems West 206 Frontage Rd N. Suite C MattCafiresystemswest.com Day Telephone: 253-951-6005 NICET III number: 146053 Pacific City Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 13 WA, 98047 State Zip 253-735-0113 BUS -0994434 Valuation of Project (contractor's bid price): $ 4500 Scope of Work (please provide detailed information): Install New Fire Alarm Notification Devices for Tenant Improvement. 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 ORT j?i(iTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ` ,JJ BUILDING OWNS O AUTHORIZED AGENT: p Signature: TUKWILA FIRE Date: 04/15/2019 Print Name: Matt Carlman Day Telephone: 253-951-6005 Plan Permit App.doc 8/22/14 TFD FP Form 8 APR - 2019 LINDAL CEDAR HOMES JCR DEVELOPMENT FIRST DEFENSE FIRE PROTECTION 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** /4'40%King Co. Assessor's Tax No.: Site Address: . O C e .`` Iv n 2° p \ J y,,Suite Number: ! L Floor: o Tenant Name: Lr 6 0.1 (, e c 140141C j , i' ( New Tenant? - Yes ❑ - No Property Owner's Name:1 C R 2ve_v0ew1Gh.- Mailing Address: Z Ave -1 j i 1 e,.N City State Zip W, cM i0 CONTACT PERSON -if there are questions about the submittal. G Name: LW0,1k l44 a Day Telephone: 7c C — 57 ?t — Company Name: ..i6\- te:etoSe ,rr= Q c,tpt/\ Mailing Address: k°2-\ 2 2 (544- AVe- Si- 5 -no 1/lo IAI tJ 4\ 1.210 E-mail Address: 1 t fS f' k € CN c /L t W' 4 C° Fax Number:?CO - 71 I+tat cJ 4.., NICET III number: "1 ` 00_ ( ff, \ ' ('• Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1 JOCG4 I) Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): C N G.+N5 ; bv-'t ' e k 3 -\-p 0.e-SP c 00h4-, (`e,1b (c.4 &n 25 s* Pi ge. PERMIT APPLICATION NOTES 1 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 OW R AU ORIZED AGENT: Signature. Print Name: Plan Permit App.doc PAID OCT 10 2018 TUKWILA Day Telephone: Date: - g 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Site Address: 6840 Fort Dent Way Tenant Name: Whitmore Law **PLEASE PRINT** King Co. Assessor's Tax No.: 295490-0425 Suite Number: 21 0 Floor: 2nd New Tenant? a Yes ❑ - No Property Owner's Name: JCR Mailing Address: 2835 82nd Ave SE, S-1 Mercer Island City CONTACT PERSON -if there are questions about the submittal. Name: Matt Carlman Company Name: Mailing Address: E-mail Address: Fire Systems West 206 Frontage Rd N. Suite C MattCafiresystemswest.com WA 98040 State Zip Day Telephone: 253-951-6005 NICET III number: 146053 Pacific City Fax Number: Contractor's City of Tukwila BUS -0994434 Business License number: WA, 98047 State Zip 253-735-0113 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 4500 Scope of Work (please provide detailed information): Install New Fire Alarm Notification Devices for Tenant Improvement. 15 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 WAt5ON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNED OAUTHORIZED AGENT: AN 11 2019 Signature: Print Name: Matt Carlman TUKWILA FIRE Day Telephone: 253-951-6005 Date: 01/10/19 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ( King Co. Assessor's Tax No.: Site Address: D B LID UJP Tenant Name: F\V" New Tenant? ❑ - Yes ❑ - No Property Owner's Name: a()1-\" r C\_l 1 1 <<— 1"l Mailing Address: 3 c O -I l ( - - (\c r .z)C`n0( L/'9 'D4 City State Zip Day Telephone: Suite Number:2 0 Floor: CONTACT PERSON -if there are questions about the submittal. Name: ivlon'`tL 8 r— Company Name: r -S 2r,S,_ Mailing Address: tv1 t_ /15:1" -,..W__ , SYNc7 j(1. J,SL l.iA l $ 2Q ) E-mail Address: --0/ 7 ae_--Q(\_ Fax Number: Y S! ? Q State Zin // 1 Contractor's City of Tukwila // l NICET III number: U. -a) ` 0bC' 1 - C— Business License number: Total number of new/relocated devices or sprinkler heads: (N`Y%CI,.Sr. t,e._ n Lic Lai Q-, C1. Valuation of Project (contractor's bid price): $ 3 00 Scope of Work (please provide detailed information): t\O' 3 Q O c-fx s• -k\ 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 pTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE UTHQIjtIZ D AGENT: AN 23 2719 Signature: Print Name: Plan Permit App.doc TUKWILA FIRE Day Telephone: Date: ( 2:1— 14) Z C 1 S5 8/22/14 TFD FP Form 8 IrZan SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Site Address: 6840 Fort Dent Way **PLEASE PRINT** King Co. Assessor's Tax No.: 295490-0425 Suite Number: 2 0 0 Floor: 2nd Tenant Name: Lindal Homes New Tenant? [ Yes ❑ - No Property Owner's Name: JCR Mailing Address: 2835 82nd Ave SE, S-1 Mercer Island City CONTACT PERSON -if there are questions about the submittal. Name: Matt Carlman Company Name: Mailing Address: E-mail Address: Fire Systems West 206 Frontage Rd N, Suite C MattC@firesystemswest.com WA 98040 State Zip Day Telephone: 253-951-6005 NICET III number: 146053 Pacific City Fax Number: Contractor's City of Tukwila Business License number: WA, 98047 State Zip 253-735-0113 BUS -0994434 Total number of new/relocated devices or sprinkler heads: 2 0 Valuation of Project (contractor's bid price): $ 4500 Scope of Work (please provide detailed information): Install New Fire Alarm Notification Devices for Tenant Improvement. 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 OW R OI AUTHORIZED AGENT: Signature: / Date: 10/16/2018 Print Name: att Carlman Day Telephone: 253-951-6005 Plan Permit App.doc 8/22/14 TFD FP Form 8 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** SITE LOCATION Site Address: 6840 Fort Dent Way Tenant Name: Mainspring King Co. Assessor's Tax No.: 295490-0425 Suite Number: 16 0 Floor: 1 S t New Tenant? a Yes ❑ - No Property Owner's Name: JCR Mailing Address: 2835 82nd Ave SE, S-1 Mercer Island WA 98040 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matt Carlman Day Telephone: 253-951-6005 Company Name: Fire Systems West Mailing Address: 206 Frontage Rd N. Suite C Pacific WA, 98047 City State Zip E-mail Address: MattCafiresystemswest.com Fax Number: 253=735-0113 Contractor's City of Tukwila BUS -0994434 NICET III number: 146053 Business License number: Total number of new/relocated devices or sprinkler heads: 11 Valuation of Project (contractor's bid price): $ 4500 Scope of Work (please provide detailed information): Install New Fire Alarm Notification Devices for Tenant Improvement. 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. PAID BUILDING OWN R R AUTHORIZED AGENT: Signature: Print Name: Matt Carlman Plan Permit App.doc APR s t, 2019 TUKWILA SIR Date: 04/15/2019 Day elephone: 253-951-6005 8/22/14 TFD FP Form 8 44istlaV44 SITE LOCATION Site Address: 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.: 295490-0425 6840 FORT DENT WAY TUKWILLA WA 98168 Tenant Name: MAINSPRING WEALTH Property Owner's Name: John C Radovich Mailing Address: 2835 82nd Ave SE Mercer Island WA 98040 Suite Number: 160 Floor: 1 New Tenant? El- Yes ❑ - No City State Zip CONTACT PERSON -if there are questions about the submittal. Name: :Lamonte or Pete Company Name: First Defense Fire Protection Day Telephone: 360-794-9479 Mailing Address: 10212 215th Ave SE Snohomish WA 98290 City State Zip E-mail Address: firstdefensefire@hotmail.com Fax Number: 28000691C Contractor's City of Tukwila - - NICET III number: Business License number. Total number of new/relocated devices or sprinkler heads: 8 Valuation of Project (contractor's bid price): $ 3,200 Scope of Work (please provide detailed information): add and relocate for wall and lights off exicting plugs 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 ORryn5sIGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 33 JJ BUILDING OWNER OR AUTHORIZED AGENT: Signature: _-_ /L 71 Print Name: Lamonte Mang (/ HAY 0 2019 TUKWILA FIRE Plan Permit App.doc Date: 5/28/19 Day Telephone: 206-571-03955 8/22/14 TFD FP Form 8 4461t"441 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2954900425 Site Address: 6840 Fort Dent Way Suite Number: 150 Floor: 1St Tenant Name: Edward Jones New Tenant? E - Yes ❑ - No Property Owner's Name: Pepperwood Holdings LLC Mailing Address: 2835 82nd Ave SE, Suite 300 Mercer Island WA 98040 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Clint Carr Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 clintc@patriotfire.com City State Zip E-mail Address: Fax Number: 253-922-6150 Valuation of Project (contractor's bid price): $ 975.00 Scope of Work (please provide detailed information): Add 2 sprinklers and relocate 2 sprinklers for new wall configurations. 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: 6-17-2011 Print Name: Clint Carr Day Telephone: 253-284-3411 Plan Permit App.doc 5/14/10 TFD FP Form 8 REGIONAL ACCEPTANCE 44ste,"44 SITE LOCATION Site Address: 6840 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Z4 S 116 - 04 z5 c6N i ‘..iP‘1' 14,,- Suite Number: a 145 Floor: 1 Tenant Name: Q.E4IdNA1- AcL6PTANC6 Property Owner's Name: ) c (ZPe'D(') V1 c 1- Q E V Cc New Tenant? ❑ - Yes [g_ No Mailing Address. ? g 4 , At -s 6 56 6 ZCtr IC IS CM JO , Las ct 844 CONTACT PERSON -if there are questions about the submittal. Name: c WO 5 S nn 1-r t -1 - Company Name: Fire Sprinklers Inc. City State Zip Day Telephone: 253-826-0099 Mailing Address: 1524 45th Street East, Suite 102 Sumner WA 98390 City State Zip E-mail Address: G11 r i 5 S Q. Pt a.bSPt2t NIG-Lcitc, NIG-Lc% 14C. . c owl Fax Number: 253-826-1033 Valuation of Project (contractor's bid price): $ 1 S-0 Scope of Work (please provide detailed information): >417D 1 S 942-1NtLEWZ at, E..cc oc. AT4F 1. S PR .Jlc.LE& o ce- Nc w A cc To P►e'r CO2 -%0 O 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 OWN OR AUTHORIZ 1 AGENT: Signature: Print Name: C SA" %.r I+ Date: -±/21/I L Day Telephone: z$ 3 - 62_ t•— o 9 ti Plan Permit App.doc 5/14/10 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** King Co. Assessor's Tax No.: 1.9 5 44 900415 Site Address:1" D 8y0 F01LT 'DF UT WIQY Suite Number: IN O Floor: Tenant Name: RFS 1 o/4i4 L ACCEPT/4 N CAL New Tenant? 0•'- Yes ❑ - No Property Owner's Name: 1=O R..T DW t Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ?ETC g_ flE 1-.Gw PO Company Name: bRC- NCr_ C-01.JST(L4.JCTi0al Mailing Address: 1855 .f. 201.'1 N SMC- —r Day Telephone: 2 s3 • 4/12. • -12.2-1- K-c-.^/ /— City E-mail Address: PDELG,,4 DO Q Attt.HER. C LAPKAaCTro✓. <,,,,,, Fax Number: tr,4 9803 2 State Zip 253 • 8-12 • '79 11 Valuation of Project (contractor's bid price): $ 3100 . Scope of Work (please provide detailed information): 14DJcar Q aOD J'P1Z, JG(_c - 'FWD d"IT C'o,). 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: Print Name: TE TE PE[.b A P Plan Permit App.doc Date: 7. (9' 7 o11 Day Telephone: ZS 3 •d 7 2 • ?1-2 Z 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2954900425 Site Address: 6840 FORT DENT WAY Suite Number: 250 Floor: Tenant Name: UNIVERSITY OF PHOENIX Property Owner's Name: JOHN C RADOVICH DEVELOPMENT Mailing Address: 2835 82ND AVE SE SUITE S-1 SEATTLE City CONTACT PERSON -if there are questions about the submittal. Name: MATT CARLMAN Day Telephone: 253-833-1248 New Tenant? J - Yes ❑ - No WA 98040 State Zip Company Name: FIRE SYSTEMS WEST Mailing Address: 206 FRONTAGE RD N SUITE C PACIFIC WA, 98047 City State Zip E-mail Address: MATTC(c FIRESYSTEMSWEST.COM Fax Number: Contractor's City of Tukwila NICET 111 number: 125166 Business License number: Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ 4225 Scope of Work (please provide detailed information): RUNNING A NEW FIRE ALARM CIRCUIT AND ADDING FOUR NFW DFVICFS INSTALLING A NEW POWER SUPPLY. 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. HEREBY CERTIFY THAT 1 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. PAID BUILDING OWNER AUTHORIZED AGENT: MO 1g Signature: , 5 I Date: 7/24/19 Print Name: MATTIARLMAN TUKWILA FAR_C253-833-1248 Plan Pennit App doc 8/22/14 TFD FP Form 8 4pist 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.: 295490-0425 Site Address: 6840 Fort Dent Way Tukwilla WA Suite Number: Floor: 2 Tenant Name: University Of Phonex New Tenant? ❑ - Yes ❑ - No Property Owner's Name: JCD Mailing Address: 2835 82nd Ave S.E. Mercer Island 980409 WA CONTACT PERSON -if there are questions about the submittal. Name: Lamonte or Pete Company Name: First Defense Fire Protection City State Zip Day Telephone: 3607949479 Mailing Address: 10212 215th Ave SE Snohomish WA 98290 City State Zip E-mail Address: firstdefensefire@hotmail.com Fax 360794941 3607949411 Contractor's City of TukwilaNumber: NICET III number: 2800-0691-C Business License number: Total number of new/relocated devices or sprinlder heads: 3 Valuation of Project (contractor's bid price): $ 3,200 Scope of Work (please provide detailed information): add 3 heads and seismic upgrade 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. pA 1 D BUILDING OWNER OR AUTHORIZED AGENT: Signature: /rL Date: 8-16-19 TUKWILA FIR F Print Name: Lanlunl Marlg Day Telephone: Plan Permit App.doc 8/22114 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: (26(in 1-ef\73--- Suite Number: Floor: PFJ <Dutl-Aj Property Owner's Name: Mailing Address:'— City Tenant Name: New Tena 'es ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: L ik i' Company Name: t )CCS i )t-ciZe\S\—. 0,(State Zip Day Telephone: 7c y Mailing Address: uZ 2 L r 'S:13(VS,('` S 1oAN 1 CityiState Zip E-mail Address: —C /`-5 Q`.t--?, \ Q ` ' Co (6,Fax Number: c 7 9vcr Contractor's City of Tukwila NICET III number: - ( Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ r/ (2( Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This _ = qv FIRE , reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. FIRE PREVENTION DEP -1 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. PAID BUILDING OWN RIZED GENT: 13 2019 TUKWILA Signature: ' IRE Date: 14L) Print Name: Day Telephone: LerK Si/115—St Plan Permit App.doc 8/22/14 TFD FP Form 8 EDWARD JONES 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** Site Address: 6840 FORT DENT WAY Tenant Name: EDWARD JONES Property Owner's Name: REBECCA DAVIDSON Mailing Address: City King Co. Assessor's Tax No.: 2954900425 Suite Number: 230 Floor: New Tenant? - Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: MATT CARLMAN Company Name: FIRE SYSTEMS WEST State Zip Day Telephone: 253-833-1248 Mailing Address: 206 FRONTAGE RD N SUITE C PACIFIC City E-mail Address: MATTCFIRESYSTEMSWEST.COM NICET III number: 125166 Total number of new/relocated devices or sprinkler heads: 4 Fax Number: Contractor's City of Tukwila Business License number: WA, 98047 State Zip Valuation of Project (contractor's bid price): $ 4000 Scope of Work (please provide detailed information): RUNNING A NEW FIRE ALARM CIRCUIT AND ADDING FOUR NFW DFVICFS 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 STATFMDHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. / BUILDING OWN Signature: Print Name: AUTHORIZED AGENT: MATT CARLMAN IRI; 2 2019 UKWILA FIRE Plan Permit App.doc 8/22/14 Date: 7/24/19 Day Telephone: 253-833-1248 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sila Solutions 6840 Fort Dent Way Suite 375 Permit No.: 12-S-139 Date: July 3, 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 crass 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 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess 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: Silas Solutions 6840 Ft. Dent Wy 0 3 75 - Permit No.: 13-S-135 Date: June 18, 2013 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 direcl;ion per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • 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. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • An electrically supervised post indicating valve (PIV) is required. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • Install listed water shields on in -rack sprinklers. • Installation of all electrical pre -action system components requires a separate fire alarm permit and an electrical permit. • 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: Silas Solutions 6840 Ft. Dent Wy # 375 Permit No.: 13-S-138 Date: June 19, 2013 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • 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. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • An electrically supervised post indicating valve (PIV) is required. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • Install listed water shields on in -rack sprinklers. • Installation of all electrical pre -action system components requires a separate fire alarm permit and an electrical permit. • 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: Linda) Cedar Homes 6840 Fort Dent Way, Suite 220 Permit No.: 18-S-197 Date: October 17, 2018 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 Tess 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. • 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 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. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: State Farm Insurance 6840 Fort Dent Way Suite 210 Permit No.: 10-S-093 Date: May 26, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'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 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss 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, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Whitmore Law 6840 Fort Dent Way Suite 210 Permit No.: 19-S-032 Date: February 25, 2019 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'/i 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. • 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 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. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Mainspring Wealth 6840 Fort Dent Way, suite 160 Permit No.: 19 - Date: July 1, 2019 Reviewer: Scott Webster PSRFA Assistant Fire Marshal (206) 575-4407 option # 2 (Inspection Requests) (253) 856-4409 (Plan Review Questions) • Room 100 — maximum allowable coverage appears to be exceeded. Relocated/additional sprinkler required. • 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 %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, 2016 Edition. 4 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Regional Acceptance 6840 Fort Dent Way Suite 140 Permit No.: 11-S-164 Date: July 22, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) J • 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 'A 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. 1 • 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. • For dry pipe and double interlock preaction systems, in addition 10 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: Panattoni Office - TI 6840 Fort Dent Way, Suite #300 Permit No.: 08-S378 Date: July 15, 2008 Reviewer: Steve Kohler Fire Prevention Inspector/planreview (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the fine, 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 7-02, section 9.6.2.6.2 (e). • 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: University Of Phoenix 6840 Ft. Dent Way Suite 250 19-S-177 Septemberll, 2019 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 % 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. •J • 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. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Pacific Dental 6840 Fort Dent Way, suite 241 Permit No.: 19 - Date: July 1, 2019 Reviewer: Scott Webster PSRFA Assistant Fire Marshal (206) 575-4407 option # 2 (Inspection Requests) (253) 856-4409 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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, 2016 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: iii\kvdi rS i 0 . p a -F 1 Type of Inspection: ftra. lkike-A-,- EIr.eAo ('L i Address:/Contact Suite #: p eHo t - Hood & Duct: Person: z5-0 Special Instructions: Pre -Fire: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. 6.//1-).ry "A f /"%v,1-1 Needs Shift Inspection: 0 Sprinklers: Y14 Date: ViZtV/ rj" Fire Alarm: ..Po Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: ,Lj Inspector: 1v //3J Date: ViZtV/ rj" Hrs.: /, v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: // ,, /Virlir- v,fiit.,;.%. Type of Inspection: Address: Suite #: MYC' goi_ Contact Person: . n Special Instructions: Occupancy Type: , Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. K- - CA vor Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: i& fn4c3 Date: w/ fJ// g Hrs.: /, c) $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 —153 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: G407,re:"J6 Alt=13 Sprinklers: Type of Inspection: Address:© Suite #: ff V0 rf ' Dz , 3 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. A--rhorz- XertiA/ /J/(6-S Aii ee_ 746. itc—w Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-3 Date: i It P ll 9 Hrs.: /.4 • -, $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.O. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .1%i9 0231 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: DiltAkrb •c=iN).5;S Type of Inspection: SP Address: 4Q Suite #: � U`f� ,�- �'•./�- Z3 0 Contact Person: Special Instructions: Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pita....„ 4v4 Date: 9//0// ? Hrs.: / e 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t3cf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection_ tr/6- .�-- f Address:/pg. #: Aq\+---k-j--- �� Contact Person:Suite Special Instructions: Phone No.: I/\ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14LU l '7 ( m-eit (�,, 0 �rz /�/iV Orr, YQ,c Hood & Duct: Monitor: Ad -A4-, c.& 4/ice-of a lam( t eitr, Zot•1 - 1 EAST 4 VvT Occupancy Type: Needs Shift Inspection: Sprinklers: )6112 Fire Alarm: YQ,c Hood & Duct: Monitor: y� neOldAc Pre -Fire: Permits: Occupancy Type: 1 Inspector: -,get____ / 3 Date: tiS /(el Hrs.: / ..d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ))R-oitti PIERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ti .i Type of I pection: ,��% Address: Suite #: �(10Fori— � � Monitor: Contact erson: Special Instructions: y( Phone No.: Approved per applicable codes. COMMENTS: Ate- /Aiwa bis Corrections required prior to approval. t. — ?ems AVvorye_ ar Ow 5re x-Mirum ,A5s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: $44 53 Date: gl2.1/ `: Hrs.: `, O 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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: // /*/(tg Sprinklers: Type of In pection: 4/1.A; Address: Suite #: ;%=i Eft' i� Conta Person: `� — /,'1.-€ Q1/~ :ede/ /0 G Grd� ci 4frider5-7/9 Special Instructions:��O' 4-° Phone No.: - 71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: /4u/ -s /iq Hood & Duct: Monitor: Pre -Fire: Permits: `� — /,'1.-€ Q1/~ :ede/ /0 G Grd� ci 4frider5-7/9 r 4-° 7 - 71 T /647.- --Pit's w / e Arc op-- cot/ taK- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / / Inspector: /3- X53 Date: 6/jv// J Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2— INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 B-o39q /9-C.— 01S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:IN tAttn) Type of Ins ion: 6/veti Address:, Suite #: (Day0frtyr D2,1,t,-- Contact erson: Special Instructions: Pf) Phone No.: 5Gproved per applicable codes. COMMENTS: Corrections required prior to approval. 04p,ryl- Valpfs 4rezi arx PAc>s W/xe-e--1- PPccc Needs Shift Inspection: AiO Sprinklers: Y104 Fire Alarm: y-00 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ^ Date: (3l/ f//1 Hrs.: /. 0 / ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -S-off. - 039'1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: fAikdill4 Z.Akyki Type of Inspection: Address:/ % � Suite #: �O -Or� ,� Person: Special. Instructions: SPnwrie,k Ce1Vems- Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: tx %- 4c1S Fire Alarm: Hood & Duct: Monitor: Pre -Fire: SPnwrie,k Ce1Vems- er's.c h Ami / - D✓s? !' re -Ad 47 WN'i PetC v —t°S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7127 F i� 1 Date: /6// ' Hrs.: % 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 CORRECTION NOTICE/REINSPECTION FEE Inspector: clAot Permit number: g 67511 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa.aov Business Name: r (may Type of Inspection: 'I �res • `A Location Address: b ,� Date : \ 2\\I `s CO Contact Perspn : �.Jv�..� l�►� i�G„r-roc Phone No. : to 20 6 zi G QM KL ACTION REQUIRED : g,011-0-1 Gol Ofoiti R-"V;'j CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : ` 2413 ! % FAILURE TO COMPL AY RESULT I HE ISSUANCE OF A CRIMINAL C TATION/TICKET. Signature: .7° �- Billin ailing Ad i ress : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reins') Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / inia CQ64 hr Sprinklers: y.e Type of Inspection: Address:/ Suite #: U g(f / Pre -Fire: Contact Person: Special Instructions: Occupancy Type: ,, dit%Phone No.: Approved per applicable codes. COMMENTS: riCorrections required prior to approval. -fi enol k q 41 /t `'/ /°,d T/ ee f i yj A.ory' h e.✓t 4.44 -- fAss Needs Shift Inspection: A) Sprinklers: y.e Fire Alarm: Hood & Duct: Monitor: 1., / Pre -Fire: Permits: / Occupancy Type: ,, Inspector: ---1/ ‘111c7 Date: / *d// g Hrs.: ', t7 n2lN. n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lt Sprinklers: Fire Alarm: Type of fiection: NN --"1 Address: Suite #: '40-0 ( - ti2„tAi..... Contact Person: Special Instructions: "pp Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: '°--Pt\-Sc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: >.t Date: /2/71/1 Hrs.: I,, 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 3)1 az-Vp PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projectw. (.130,,e), :` till ca ( Type of Inspection: Address: (fc4 Suite #: �� Contact Person: Special Instructions: v61) Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS:-� /` s I Ns p.eht: W c-Q.ar I NC:57 Aprayo,cl Ltd s— Ast3 s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:—R7 _ �y„,S3 Date: \2 (o 1‘ $ Hrs.: L4 co y`,,;(k) n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DS -011 /g -S-/97 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/... j �ye� ICt Soy -I4) Type of Inspection: Co i " Address:y p Suite #: g"bet Contact Person: Special Instructions: \°2 Phone No.: iglApproved per applicable codes. Corrections required prior to approval. COMMENTS: avar A -aid Z- kiorhoyarS7 ,m o-ra-rs 0142,-. /Z" /47o[ro — �.rQs 20 o Q 21, .At r s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,Pjf Date: ///zs/, $ Hrs.: 2 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: gerooff-- �� Type of Insp oi: e. Hood & Duct: Address: Suite #: (9 refu 1 tilikl Contact Perso 144 f it Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: FAF 4pp7seivL.---P0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C- Date: ?All Hrs.: I i r I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov 4 ift CONTRACTORS MATERIAL AND TEST CERTIFICATE ?5" 2 , 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 -1Z %? Property Address City TUKWILA Permit # Name of Facility f Z Occupied as Apt Owner or Representative Suite # Zip Code Phone # Installing Company Fire S yrkftits. (43f Installing Contractor's Address Za 6 Pot AC City .: • - 'hone# Z SI — 8133 -t Installer's Name (PRINT) ( 1 , M License and/or Certificate `` P Z /77" 1 General Contractor OP/ Electrical Contractor FACP Equipment Manufacturer _itampvkoi This system has been installed, pre -tested and operates w'ri accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circ e all that apply: NFPA 72, Chapter 1 2 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 S : ti. n Monitor Z '3(Z System is monitored by 'Fr au Poh SIGNED ■. Tek Date 6- Z ` - Z.91o1 System Firmwa : W 0 Installed version Checksum Date Initial program Installation Date Model # 5608 Revisions and Reasons Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors AN Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of _ Make/Model of _ Make/Model of _ Make/Model of _ Make/Model of Make/Model of LQ of to of /0 of of Readings Battery Generator HVAC Controls Fire Alarm Dialer of tsa br Ct _ %z S Annunciator of Make/Model Make/Mode1 Make/Model Make/Model Make/Model Full Load sy5tibi41 l PczZL, %1,41 1514: 0 Sprinkler System. (Fire Alarm c ne o\s5t al IN:WAal tt, Water Flow Sw. of Make/Model Valve Tamper Sw. PIV Elec. Alarm Bell of of of Make/Model Make Automatic time Delay of Water Flow Alarm ae.shvl ridlitsT gy seconds. None Installed Do you met audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes I/ No Test of alarm System on emergency power, satisfactory? Yes Test Witnessed by Title Comments: ,3 t No Date • Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov 4 CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS .tea 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 ti/17//1 Permit # 19 - F Property Address Co %'co P - Suite # 2s76 City TUKWILA Zip Code 9 11 c4 Name of Facility 1= 2; - Occupied as LD ,✓, ugl y, -ry o F Ho cs, i y Owner or Representative Phone # Installing Company r i iw Sys 67.5-9 Installing Contractor's Address Zy t, / tc,Ari a (/ — RY A/ S - City (74car- ,L_ Phone# 2253-- 33 /iv Installer's Name (PRINT) A/4 -7r e,4,Lc_,,-1 #i -A License and/or Certificate / (pQ5 53 General Contractor { 7 /,v Electrical Contractor S71Tt-7"'/S FACP Equipment Manufacturer S✓! ter - /l* itr- Model # S FSCt S( This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by E,- 1-71/...2.1a-9--- A 4 7T e44 C,1q A-1 On (date) '7 // //1 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 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 Station Monitor System is monitored by Fitot.+LPc. SIGNED Date uT//7//y System Firmware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel _ of Make/Model Manual Station _ of _ Make/Model Smoke Detectors of Make/Model Heat Detectors _ of Make/Model Duct Detectors of Make/Model AN Devices of Make/Model Audio Devices I of 1 Make/Model SAS t - Visual Devices Z of 2 Make/Model 5/S 3(-i_ Auto Door Release _ of _ Make/Model Trouble Indictors _ of _ Make/Model Batteries Readings Battery Full Load Generator _ of Make/Model HVAC Controls _ of Make/Model Fire Alarm Dialer_ of Make/Model Monitored by Annunciator Charge of Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of Make/Model Valve Tamper Sw. _ of _ Make/Model PIV _ of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alann System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 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 09/17/2019 Property Address 6840 Fort Dent Way City TUKWILA Permit # 19-F-153 Name of Facility Fort Dent II Zip Code 98188 Smite # 230 Occupied as Edward Jones Owner or Representative Phone # Installing Company Fire Systems West, Inc. Installing Contractor's Address 206 Frontage Rd N, Suite -C City Pacific, WA 98047 Installer's Name (PRINT) Matt Carlman Phone # 253-833-1248 License and/or Certificate 146053 General Contractor DP, Inc. Electrical Contractor Fire Systems West, Inc. FACP Equipment Manufacturer Silent Knight Model # 5808XL This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by Matt Carlman On (date) 09/17/2019 and includes the devices listed on back. Circle all that apply: 2013 NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 2017 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions X Manufacturer's Instructions Other (specify) X Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Moni System is monitored by SIGNED Date 09/17/2019 System Firmware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Suite 230 Tenant Improvement. Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel of Make/Model Manual Station of Make/Model Smoke Detectors of Make/Model Heat Detectors of Make/Model Duct Detectors of Make/Model A/V Devices 1 of 1 Make/Model Audio Devices of Make/Model Visual Devices 3 of 3 Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load System Sensor PC2RL System Sensor SCRL Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator Charge of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of Make/Model Valve Tamper Sw. of Make/Model PIV of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes X No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form 4110 October 2B, 1992 Mr. Nick Oleva Tukwila Fire Department Fire Prevention Tukwila, WA ANDERSON-MAGRUDER COMPANY, INC. Mc L_:cJIdINhu 1 UHS Contracew license ANDERM'29301-1 Reference: Hydraulic Calculations Cap Gemini A -M Jc.b 41'-1,--12_'3 Gentlemen, Please find attached the hydraulic calculations for the tenant space "Cap Gemini". These calculations are baked on the "i. rgest room" method for determining the remote arts., sprinklers. The new drop configurations ",,ere calculated to provide a new K -factor fc.r each existing outlet on the grid piping. The water supply was calculated from the existing base c.f riser. This was dc.rt_= because we have no way of accurately determining the existing underground piping configuration. These calculations demonstrate that the water demand for the Cap Gemini space is less than the water demand required fbr the original building shell system. Should you have ar.y questions or comments, please contact me at our office. Sincerely, ANDERSON MAGRUDER CO., INC. 2 Lorry, Dear Chief Engineer cc: David L. Magruder Eric Andersc•r. (206) 784-4600 P.O. Box 30759 9241 Greenwood Avenue N. Seattle, Washington 98103-0759 FAX (206) 784-0489 [\\\\\] [\\\\\] ...FIRE PROTECTION BY COMPUTER DESIGN ****************************** * ANDERSON MAGRUDER * SEATTLE, WA 98103-0758 * 206-784-4600 ****************************** *******************************************************************�*** * CONTRACTOR FOUSHE * NAME CAP GEMINI * LOCATION 6840 GOUTHCENTER BLVD. TUKWlLA WA * SYSTEM NO. ° ~ * CONTRACT NO. 92 -x29 -S * ° ************************************�**°*************~****°***********^ , . ANDERSON MAGRUDER *******************************************************************************4 SEATTLE, WA 98103-0758 206-784-4600 _= =======_=================== ~_-- -_- HYDRAULIC DESIGN INFORMATION SHEET NAME CAP GEMINI LOCATION 6840 SOUTHCENTER BLVD. TUKWILA, WA. BUILDING FORT DENT II CONTRACTOR FOUSHE CALCULATED BY LONN BEAR CONSTRUCTION:( )COMBUSTIBLE (X}mON-CUMBUSTl8LE OCCUPANCY DATE 10-29792 . SYSTEM NO. CONTRACT NO. 92-129-S DRAWING NO. FP -01 CEILING HEIGHT S.0 S / X) FPA 13 ( LTH Z ----- ./ . . ORD.HAZ.GP.(X}1( }2( )3( )EX l Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE ~'" ^ 13 !( )OTHER T !( )SPECIFIC RULING MADE BY DATE E ! M !AREA OF SPRINKLER OPERATION 1033 SYSTEM TYPE D .~RE,` PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE qPM -INSIDE 75 MAKE ASCOA MODEL H 5 !HOSE ALLOWANCE GPM -OUTSIDE 0 SIZE 1/e K -FACTOR I !RACK SPRINKLER ALLOWANCE o TEMPERATURE RATlNG 155 G ' _________ _========================_~_~_-____ 5.6 CALCULATION ' GPM REQUIRED 263 27 PSI REQUIRED 55 23 AT BA@EF------- . . u+ RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 - -- ''' -'' UNDERGROUND 0 23 D E = !WATER FLOW TEST 'DATE OF TEST 'TIME OF TEST !STATIC (PSI) !RESIDUAL (PSI) 'FLOW (GPM) S 'ELEVATION 1.0 U ' P P 'LOCATION :BASE OF EXISTING RISER L 'SOURCE OF INFORMATION :CITY OF TUKWILA 125 80.23 852.7 PUMP DATA ! TANK OR RESERVOIR RATED CAP 0 ! CAP. 0 AT PSI 0 ! ELEV. 0 ELEV 0 C M S O R A G E 'COMMODITY 'STORAGE HT. !STORAGE METHOD:qOLID PILED CLASS AREA % PALLETIZED % WELL ! PROOF FLOW GPM -0 LOCATION AISLE WIDTH RACK »u ' ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ! R 1 ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ! A ! ( )MULTIPLE ROW ^ , . < )OPEN SHELVING `~ _- ' 8 ! FLUE SPACING: ! ' LONGITUDINAL TRANSVERSE ! ! I I HORIZONTAL BARRIERS PROVIDED: _____---__ ( )ENCAP. CLEARANCE:STORAGE TO CEILING ____=================== UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSIY -- ********************************************~**************--***************«*** FIRE PROTECTION --BY COMPUTER DESIGNDESIGN ******it*************.********** ANDERSON MAGRUDER ***************************'* JOB— CAP GEMINI � ************************ JOB NO 92-129—S DATE 10-29-92 PAGE 1 ________*****WATER SUPPLY SCHEMATIC********.*******************, / ! STATIC PRES. *(-- 125.000 PSI 4 ' ) . ' . S . 0 . P . P .L Y . 0 . U . R .E PRES. AVAILABLE * <— 116.906 PSI SAFETY MARGIN 61.676 PSI v . SYSTEM DEMAND--) * ----__* * (-- FLOW AVAILABLE 263.27 GPM / 75 GPM HOSE ^ . 1083.79 GPM / ! , ' / ------__________ ^ ! / E ! TOTAL _DEMAND • ! / V ! 55.230 PSI A -H / R ! 338-27 GPM ! / U / C • RESIDUAL PRES.—}* 1.�.d.7 e+ - 80.230 F80.230 PSI AT REi:eu/PCC). / D / N 852^70 GPM , ! /A � M ^ / E 1351.78 GPM * A7 20~ 000 PSI /D FLOW SUMMARY SYSTEM FLOW INSIDE HOSE TOTAL DEMAND 263.27 GPM 75.00 GPM 338.27 GPM CONTRACT NO.. 9 - /2 9 - s • NAME LOCATION /1/004) HYDRAULIC CALCULATIONS NOZZLE TYPE & LOCATION i'iit/-c7'VF; "/,,"- SHEET NO X01` — DATE /e 1g 7 e- FLOW IN G.P.M. PIPE FITTING SIZE a EVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED HYD. P, S•1• REF P 1 0• 5". 4, 5.4, 0 '. IPTG. cf d ZE , r TOT 0 s. 0/Gf A 4 LGTH. TG• T 9./0 Pr /• �� ELEV. NOTES PE<.¢3> PT /o / /0/ PF PE GTH . 4. v^ T 9, /v jIF�TG. 7, o Pr /.D4- ,T InT. i/.v nn< .P p2 FTG. 15F q. � x 7 TG. 7 . a 1P�• Z 3 9 . / E r OT. 43..0, AGGH. 5.'. 0 0 0/4.9 /O 0 101 /<;5.31 e NODE 9.v /o/, /oZ, /04, //S 101 s a-- 9,5- 1. 0 .S 1.0 5 .31 0/b.9 0 ?../n.�c e &loot. 't. 0 0 0 0 k= N•7/ @ t✓c;.,E s /t?, /10, //3 ivy •4<= S. 0.3- A/00E sA/00E /o3 /CS 3 0 0 0 0 1 PF PE G H. PT FTG PF TT0 IT -1 PE LGTH. PT IF TG. PF rTOT. Pr 1L§TH. PT PF FTG. 1TOT1 **:*******+p*******w************ ANDERSON MAGRUDER *************************+ JOB- CAP GEMINI *^* ********��**************************CAp JOBINO*92-�29-S*DATE*1()-29-�2 PAGE � _�.. ^ --....~- �� *******************^ '_____=================__ HYDRLC. OA DIA. EQUIV. PIPE Pf PT REF. FLOW "C" FITTING FIGS. PE ' ' �** ** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN =="=""==:"==========="=="==="~=======================================______ -��'�� C=120 .�� _. --'-- �/'.00 ��'/�u a�� _s. .,"�_ �~ __ 51 2T - --''- ~~- �^`^.^or/~ `�o./o 1.442 6.0 12.00 0.00 VELOCITY = -21.16-0.0306 '___~^,. 4.16 35.75 0.00 -5.81 -21.16 -21.19 C=120 177.50 53 1.442 2T 6.o I2.00 -21.19-0.0307 189.50 -21.19 54 -21.27 C=120 1.442 -21.27-0.0308 2T 6.0 -21.27 56 -38.93 C=120 57 1.442 -38.93-0.0947 115 58 29.54 C=120 1.442 -9.39-0.0068 59 -44.30 C=120 1.442 -44.30-0.1203 1T 6.0 2E 3^" ^��'�" �` `` "� � `~^ � � K.= o' ��u P= �', °~, ^_ - - -'--' ~.~.~ �/ �.o z�-un o o� '-`".-_" vc�u��/, = z.a+ e9.94 LS 35.76 0.00 -5.83 QA= -21.19PT= 35.76 VELOCITY = 4.16 29.93 CS 2 177.50 12.00 189.50 46.50 6.00 35.78 0.00 -5.87 29.91 35.82 0.00 -4.97 132.00 30.85 12.00 0. 00 144.00 -0.98 QA= -21.27PT= 35.78 VELOCITY = 4.18 CS QA= -38.93r)T= 35.82 VELOCITY = 7.64 29.87 CS 2 46.50 35.97 1T 6.0 6.00 0.00 52.50 -6.32 113 47.43 C=120 1.442 3.13 0.0008 3.13 60 4E 3.0 143.50 29.65 IT 6.0 18.00 0.00 161.50 0.14 -76.60 C=120 61 1.442 -76.60-0.3313 = =_====== 2E3.0 IT 6.0 45.00 12. 00 57.00 QA= -44.30PT= 35.97 VELOCITY = 8.7 K= 8.710 P= 29.65 VELOCITY = .61 29.80 CS 2 36.14 0.00 -18.89 QA= -76.60PT= 36.14 VELOCITY = 15.04 ******•► ***�i •►•**********..*•xai•• •#k ANDERSON MAGRUDER ****•***-***# •x*•k• •#• • •* .x •**N N..ii. JOB- CAP •GEMINI JOEL NO 927129-S DATE 10-29-92 PAGE 3 • •►i.*9i•ii••1F**•1E1E**•►***•x.....***•x•x•x•x•x*•x•n•k•.R..x.x..x.*CAP 0Em NIrf;;.*.*.*.x.x**•x**•x•x•►t•itx•x•x•x**•x•x•k ••Ni•ai•.x*•xx ----------- HYDRLC. QA "C" EQUIV. PIPE PF PT REF. FLOW DIA. FITTING rTGS. s -E PV ***•* NOTES ***** POINT QT LOSS/F LENGTHS ror. PIS PN ___ 103 -76.60 1/.25 CS 103 20.98 C=120 1.442 -55.62-0.1833 104 21.13 C=120 1.442 -34.49-0.0757 105 19.68 C=120 1.442 -14. 81-0.0158 107 33. 79 C=120 1.442 18.98 0.0250 110 34.23 C=120 1.442 53.21 0.1689 53.21 62 1T 8.0 8. 00 17. 0. (.►C► 0. 00 8. 00 _1.47 63. 00 0. 00 8. 00 8.00 0. 00 8. 00 15./8 0. 00 -0. 61 15.18 O. OC► -0. 13 K•= 5.050 VELOCITY = 10.92 1,-:: :. 32i_► I-'== 1'5.76 VELOCITY = 6.77. K= 5.050 P= 15.16 VELOC: I "I Y•= 2.91. 16.00 15.05 K= 6.710 P= 15.05 0.00 0.00 VELOCITY •= 3.73 16.00 0.40 77.50 6. 00 83. 50 15.45 0.00 14. 10 K= 8710 P= 15,45 VELOCITY = 10.45 5 '3. 5 CS 3 -39. 81 C=120 2E 3. 0 73. 00 :36.66 Q=K•x•SQR (P) : P= 36. 6E 1.442 1T 6.0 12.00 0.00 K= 0.000 V = 7.82 -39481-0.0987 85.00 --8. 39 101 28.28 C=120 1.442 -11.53-0.0099 16. 00 0. 00 16. 00 102 28.20 C=120 1.442 16.67 0.0197 1-r 6.0 16.67 64 52 -21.16 C=120 3.260 -21.16-0.0005 67. 00 6. 00 73. 00 28. .26 • 0. 00 -0. 16 K= 5.320 P= 26.26 VELOCITY = 2.86 28. 10 K= 5.320 P= 28.10 0. 00 VELOCITY = 3.27 1. 44 29.54 CS 3 12. 00 O. 00 12. 00 54 -21. 16 i::9. 94 0. 00 -0. 01 .2.9. 93 Q=K SUR(P) :. P:, K= 0. 000 V = .81 ******1.*************►t********* ANDERSON MAGRUDER *****************************i( JOB- CAP GEMINI JOB NO 92-129-5 DTE 10-29-92 PAGE 4 ***********************************Lw GEMINI*k** **iF1riEi ****ii9f-Ii****►EFlEiri *** * .,t. HYDRLC. QA „C" EQUIV. PIPE P1PT REF. FLOW DIA. FITTING F TW3. PE PV ** a:* NOTES ****,* POINT QT LOSS/F LENGTHS TOT. PE PN -21.20 C=120 9. 50 29. 93 OA= --21. 20PT= 29. 93 54 3. 260 0.00 0. 00 VELOCITY - -42. 36-0. 0020 9. `._ -21.2 7 C=120 10. 00 29. 91 QA= -2 56 3. 260 0. 00 0. 00 VELOCITY =4� 4 -63.6.3-0.0044 10.00 --0.01+ -9. 38 C=120 12. 50 29. 87 OA= -9. 38PT= - 2 9. 8 58 3. 260 O. 00 0. 00 VE_LOCI TY = _'. 8i --73. 01-0. 0057 1 :'. 50 -0. e i 3. 13 C=120 2E 7. 0 32. 00 29. 80 60 3. 260 14. 00 -69. 88-0. 0052 46. 00 -0. 24 53.21 C=120 2E 7. 0 23. 00 29. 55 62 3. 260 14. 00 -16. 67-0. 0003 3/.00 -0. 01 -16.67 64 QA= 3. 13P"f'-= 29.80 ;: 0 VELOCITY = 66 - QA= 53. 21 PTS= 29.55 VELOCITY = .64 2r.J.54 CS 4 c 21. 16 C=120 12. OO 3t,. 75 QA 21. 16PT= 35. 75 51 3. 260 0. 00 0. 00 ',VELOCITY = . 81 21. 16 0.0005 12.00 0.01 21.20 C=120 3. 260 42. 36 0. 0020 55 21.27 C=120 3.260 63.63 0.0044 9.50 O. 00 9. 50 10.00 ti►, 00 10. 00 35.76 O. 00 O. 02 .s5. / 8 0.• 00 0.-04 QA= 21. 20p..f..- 35.76 VELOCITY = 1.63 QA= 21.27PT= 35.78 VELOCITY = •2.44 38. 93 C=120--� 13. 50 3 . 82 QA= 38.93PT 35. 82 57 • 3. 260 0. 00 O. 00 VELOCITY - = 3. 94 • 102. 56 0. 0107 13. 50 • 0. 14 44.30 C=120 8.00 35.07 QA= _ .. -... 5.97 59 3. 260 0 00 0. 00 VELOCITY = 5.64 146.86 0.0207 8.00 0.17 61 76.60 C=120 3.260 223.4E 0.0452 11. ; _ 36. 14 QA= 76. 6OPT:= 36. 14 0. art► 0. 00 VELOCITY = 8. 59 11. 50C ►, 52 39. 81 C=120 1.00 36. 66 63 3. 260 1T15. 0 15. 00 0. 00 263. 27 0. 0612 16. 00 0.98 QA= 39.81P1= 36.6b VELOCITY = 10.12 *t*t************************** ANDERSON MAGRUDER **************************^*** JOB- CAP GEMINI JOB NO 92-129-S DATE 10-29-92 PAGE 5 ***********************************CAP GEMINI**********************************, WVDRLC. REF. ' POINT QA °C" FLOW DIA. QT LOSS/F ___ __=-_____-======--~~_____- EQUlV. PIPE• FITTING FTGS. LENGTHS TOT. 65 0.00 C=120 2E10.0 21.00 4.260 263.27 ().0166 0.00 C=120 3E10.0 66 4.260 1|20.0 263.27 0.0166 TOR 0.00 C=120 4.260 263.27 0.0166 BOR 263.27 9.00r. ------------ PT PT PE PV ***** NOTES **�** PFPN 37.63 QA=0.00PT= 37.63 20.00 0.00 VELOCITY = 5.92 -- 41.00 0.68 38.00 50. 00 88.00 38.32 11.26 1.46 9.00 51.04 9.00 • 3.90 18.00 0.3& QA= 0.00PT=•38.32 VELOCITY = 5.92 PE= FOR HT. OF 26.0 QA= 0.00PT= 51.04 VELOCITY = PE= FOR HT. OF9.0 * **m************* ANDERSON MAGRUDER ******a********************* m�w*�-AP �'�'� ***********FLOW G~^^~^***�***JOB NO 92-7.129-s92-7.129-sDATE 10-29_g2 PAGE 6 *********************************FLOW ________ BOR V 263.27 TOR V 263.27 V 66 V 263.27 V 65 263.27 V39.81 16.67 63}>)101})102({(((((<((({<(((<(((<(64 V 11.53 223.46 16.67 \/76.60 34.49 18.98 61}))1A3)}1A4}>1W5)>107<<110(<((<(<62 V 55.62 14.81 53.21 146.86 V44.30-' 53)))113(((((<((‹M<<((((<(<M(<(60 V 3.13 102.56 73.01 V38.93 57>}>115)>}})))))>>}}}}>})>>}})>}/>58 � 9.39 63.63 63.63 V 21.27 55}))))))))>})}))>}}>}>}>}>>}}}}}}}56 V 42.36 42.36 V 21.19 53})))}))})))})))}}}})}}>}}}))}}}}>54 V 21.16 21.16 V 21.16 51).>>>>)>}}}>>>>)}W>}>}>)}}>}y}}}52 ANDERSON MAGRUDER *F*F*F*•16*F*E•*#*#*E*#*@#*F*F*E**E*it*4•it* **•1:. it*i•*f•*k•*-.M•*•14 *: *•►t•*L *e•**i•i4 9i *yE i*•M *it *: **i•* *•k•it.p:..k..{« .y...*:.•►k•***f *•* *: F••p: * * l: w .y;. SEATTLE, WA 98103-0758 206-734-4600 HYDRAULIC DESIGN INFORMATION SHEE T --------------- NAME STANDARD REGISTER LOCATION 6840 SOUTHCENTER BLVD. TUKWILA, WN. E+UILDING FORT DENT II CONTRACTOR FOUSHE CALCULATED BY LONN BEAR CONSTRUCTION:( > COMBUST I{LE s X) NON--COMHUST- I BLE OCCUPANCY • ! (X)NFPA 13 !( )NFPA 231 !( )OTHER y S T !( )SPECIFIC RULING E !—=--== _____________ M !AREA OF SPRINKLER OPERATION 1493 !DENSITY— GPM .13 D !AREA PER SPRINKLER 130 E !HOSE ALLOWANCE GPM—INSIDE 75 S !HOSE ALLOWANCE GPM—OUTSIDE 0 I !RACK SPRINKLER ALLOWANCE 0 G ! N ------------- DATE 10-30-9E SYSTEM NO. CONTRACT RACT NU. 92-128—S DRAWING +2-1`3- DRAWING NO. FP -01 CEILING HEIGHT 9.0 ( ) LT. HAZ. oRD. HAZ. GP. (X) 1 ( ) ( )3 ( ) EX. HAZ. FIGURE CURVE_ ( )NFPA 231C CALCULATION SUMMARY W -r R S U P L Y GPM REQUIRED 379 C FACTOR USED: MADE BY DATE SYSTEM TYPE __.. (X)WET( )DRY( )DELUGE( ) PREAi:.... 1 Oi'J SPRINKLER OR NOZZLE MAKE ASCOA MODEL H SIZE 1/2 K—FACTOR 5.6 TEMPERATURE RATING 155 PSI REQUIRED 69.74 AT BASE OF RISER OVERHEAT:) 120 UNDERGROUND 0 , !WATER FLOW TEST 'DATE OF TEST 'TIME OF TEST !STATIC (PSI) 125 'RESIDUAL (PSI) 80.23 !FLOW (GPM) 852.7 ! 'ELEVATION 1.0 'LOCATION :BASE OF EXISTING RISER !SOURCE OF INFORMATION :CITY 01-. .TUKw I LA PUMP DATA RATED CAP AT PSI ELEV. C: 0 1►1 'COMMODITY 'STORAGE HT. 'STORAGE METHOD:SOLID PILED % R ! ( ! A ! .T ! C ! O ! K ! R ! A ' 6 ! E ! UNITS — ( )SINGLE ROW ( )DOUBLE ROW ( )MULTIPLE ROW i► 0 CLASS AREA PALLETIZED % ( ) L(:JNVEN. r 1ALLL'1 ( )SLAVE PALLET FLUE SPACING: LONGITUDINAL TRANSVERSE HORIZONTAL BARRIERS PROVIDED: DIAMETER (INCH) ( ! TANK OR RESERVOIR ! CAP. 0 ! ELEV. 0 WELL ! PROOF FLOW GPM c.) LOCATION AISLE WIDTH RACK is )11111U. ;;'T DRAG . ( ) LN1 ..►P. )SOLID SHELVING )OPEN SHELVING ( ) NON—ENCAP. CLEARANCE :STORAGE '1'•0 CEILING LENGTH (FOOT) FLOW ----------------- (GPM). PRESSURE •IE••R••k*•iF*iF•IHE•iF*iFiFiEiF*!F•IE••IE*dFiE•IE•IE•*iE•►t••R*iF•IF•lEii•iE••k•IF*•►F•►c***F*ie•k ••►r•ir•r. •w•IE••k•k•ra••k•* **: •Is•*ie••k•ie * ^ ****************************** ANDERSON MAGRUULR **************************1,** JOB- STANDARD REGISTER JOB NO 92 -z28 -S DATE 1.J-30-92 PAGE 1 *****************************WATER SUPPLY SCHEMATIC********************.R******* STATIC PRES. *(-- 125.000 PSI . / . . U . P , P ! . L , y � . . C . U . R E ~ PRLS. AVAILABLE * c-- 111.037 PSI SAFETY MARGIN ^ . 41.297 PSI v SYSTEM DEMAND--) *---- * * <-- FLOW AVAILABLE 379.23 GPM / 75 GPM HOSE ' q.��= .�_~ "�`� �,`~ ' ~ � • / / E ! TOTAL DEMAND ! / V ! 69.740 PSI AT! / R ! 454.23 GPM ! U ---------- ..... _____ /C RESIDUAL PRES.-}* 80.230 PSI AT / D 852.70 GPM /N •/ A / M . 1351.78 GPM * �E AT 20.000 PSI / D / • *<-- 15.160 PSI (ELEVATION) FLOW (GPM) FLOW SUMMARY SYSTEM FLOW INSIDE HOSE TOTAL DEMAND 379.23 GPM 75.00 GPM 454.23 GPM CONTRACT NO. 92-IZS-S. NAME 51'A ODA Rt.) HYDRAULIC CALCULATIONS LOCATION OEL) ARM Ovek T bRcni SHEET NO,_.,;.Ow DATE o -?,0 -I -2- NOZZLE FLOW TYPE & IN OCATION G. P. M. 5.GD 0 0 0 0 0 0 Q Q IL.. 0 0 5, t?. .`i PIPE FITTING PIPE EQUIV. SIZE & LENGTH EVICES GTH. ,.ca cis •o 2e TOT LGTH. IPTG. OT GTH. FTG. T. GH.b.cz FRICTION LOSS P.S.I./FT TG. .ca T. tr5.ca ! Y.. TG. OT. a9 REQUIRED P. S.I. PT 9 HYD. REF. PT O- ELEV. NOTES •(3X13.,1 K GTH, FTG. .v r fTOT. 1 '3PI< B Q CTH. ?,c) To CUTLET .0:53 , i5 0 0 0 0 0 • a OT. Il.c;, GTH. 1TO T. 0 t 0 0 0 FTG. TOT ILGTH. b.c� LTG. c.7 TOT Lc. LGTH. �rO T. . c., 0 1 to . SPK E 0 16„ To euATLET 0 0 •095 I Gr H. FN.e) (FIG.: TOT. Ir.a iF ZE,r TOT. 11.v E <•?Ib`l PF Tic),I PE P T PF 1.21 PE PT 10.1P) PF $ 11 PE S.2Ih' PTI 5. (-`IS (\IDuf'- Pr PE PT PF PE PT 'A PF •155. PE <•43' i P PF PE • 8 p 1� ic= 5.3c-) `'I • Ii 5.",!..o.- l 0 ..GT H .FTS_ TOT. pT Itx1 PF I.4':5 • o`\5 P t• . Pr o•. c F .'111 343 PE o 1c>. c, 0 0 0 0 0 !FTG rTOT. GTH. PT [.Irle1 Notes t ' PF PE PF PE IF TG• T T_� ;FTG. 1TOT. 0 ItsGTH. iF TG. TOT. Q A1a3, 0: 5.44 PT PF PE PT PF PE Pr P PT ****************************** ANDERSON MAGRUDER ***************************** JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 2 *******************************STANDARD REGISTER******************************* = = = • HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FINING FTGS. PE PV ***** NDTES ***** POINT QT LOSS/F LENGTHS TOT. PE PN 19.44 C=120 16.00 13.51 201 1.610 . 0.00 0.00 19.44 0.0153 16.00 0.25 _________ 19.62 C=120 2.067 39.06 0.0165 203 19.72 C=120 2.067 58^78 ().0351 1T10.0 Q=K*SQR(P): P= 13.51 K= 5.290 V = 3.06 8.00 13.75 K= 5.290 P= 13.75 8.00 ().00 VELUClTY = 3.73 8.00 0.13 13.75 13.89 10.00 0.0O 23.75 v. 83 58.78 49 204 15.65 C=120 1.049 15.65 0.0826 205 16.62 C=120 1.380 32.27 0.0829 206 17.52 C=120 1.380 49.79 0.1850 207 19.42 C=120 1.61(} 69.21 0.1605 1T 8.0 69.21 50 208 19.51 C=120 1.049 19.51 0.1242 209 20.67 C=120 1.380 1T 6.0 40.18 0.1244 40.18 50 12.00 0.00 12.00 K= 5.290 P= 13.89 VELOC TY 5.62 14.72 CS 1 .81 0.00 0.99 12.A0 8.80 0.00 0.00 12.00 0.99 12.00 0.00 12.00 9.00 8.00 17.00 9.80 0.80 12.02 0.00 2.73 Q=K*SQR(P): P= 7.81 K= 5.600 V = 5.81 K= P= 8.80 6.92 K= 5.600 P= 9.80 VELOCI TY = 10. 68 K= • 5.600 P= 12.02 VELOCITY = 10.9 14.75 CS 2 12.00 12.14 Q=KxGQR(P)12.14 0.00 0.00 K= 5.600 V = 7.24 12.00 1.49 3.00 6.00 13.63 0.00 1.12 K= 5.600 P= 13.63 VELUCITY = 8.62 14.75 CS 3 -56.37 C=120 131.75 4+.56 51 1.442 1T 6.0 6.00 0.00 =-== = QA= -56.37PT= 44.56 VELOCITY = 11.07 ****************************** ANDERSOW MAGRUDEk ****************************** •j0B- STANDARD REGISTER JOB NO 92-128-5 DATE 16-30-92 PAGE 3 *******************************STANDARD BEGISTEG****************^************** HYDBLC.' QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FAGS. PV PE ***** NOTES ***k* POINT QT LOSS/F LENGTHS TOT. PF PN ___ 22.86 C=120 210 1.442 1T 6.0 -33.51-0.0717 -33.51 211 19.89 C=120 1.380 19.89 0.0338 19.89 Cae 1T 6.0 45.75 • 6.00 51.75 18.68 K= 5.290 P= 18.68 0.00 VELOCITY = 6.58 -3.72 14.96 CS 4 18.25 14.14 Q=K*SQR(P): P= 14. 6.00 0~00 K= 5.290 V = +.26 24.25 0.82 14.96 - 58.94 C=120 135.50 44.61QA= -58 94PT= 44^o1 .VELOCITY 53 1.442 1T 6 0 6 00 ^ . 0.00 = 11.5/ -58.94-0.2040 141.50 -28.88 ^ 212 20.98 C=120 1.442 - 37.96-0.0904 213 35.48 C=120 1.442 -2.48-0.0005 214 20.54 C=120 1.442 18.06 0.0228 18.06 54 7.00 0.00 7.00 34.00 0.00 34.()A 1T 6.0 33.80 C=120 215 1.380 1T 6.0 33.80 0.0903 33.80 54 CC -60.60 C=120 1.442 -60.60-0.2148 1T 6.0 1.00 6.00 7.U0 11.00 6.00 17.00 124.50 6.00 130.50 15.73 0.00 -V.63 15.10 0.00 K= 5.290 P= 15.73 VELOCITY = 7.45 . K= 9.133 P= 15.10 VELOCITY = 15.08 K= 5.290 P= 13.08 0.00 • VELOCITY = 3.55 0.16 15.24 CS 6 13.70 0.00 1.54 Q=K*SQR(P): P= 13.7 15.24 CO 7 44.73 0.00 -28.04 = .�� • QA= -60.60PT= 44.73 VELOCITY = 11.9 21.61 C=120 11.00 16.69 K= 5.290 P= 16.t../3 216 1.442 0.00 0.00 VELOCITY = 7.66 ^ -38.89-0.0950 11.00 -1.05 , if***************************** ANDERS[IN MAGRUDER ****************************** JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 4 ******************************ksTAWDARD REGISTER***********************�******* ====‘=== HYDRLC.' QA "C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV P**1.* NOTE3 **�** POINT OT LOSS/F LLNOIH5 101. 1 ii PN 217 35.89 C=120 1.442 -3.10-(}.0008 -3.10 56 IT 6.0 4�.00 6.00 48.00 15.65 0.00 -0.04 K= 9.072 P= 15.65 VELOCITY = .61 15.61 CS -49.50 C=120 2E 3.0 178.50 45.02 QA= -49 50PT= 45.02 57 1.442 2T 6.0 18.00 0.00 VELOCITV~= 9.12 ^ -49.50-0.1477 196.50 -29.04 ^ -49.50 58 15.99 i3 -47.57 C=120 4E 3.0 190.00 45.64 OA= -47.57PT= 45.64 59 1.442 2T 6.0 24 00 0 0() ^ . . . VELOCITY = 9 34 • -47.57-0.1372 214.00 -29.37 ~ 60 -47.57 16.27 CS 8 . �� -52.15 C=120 2E 3.0 162.50 46.1/ QA= -52 15PT= 46.1/ 61 1.442 2T 6.0 18.00 0.00 VELOClTY^= 10.-4~ -52.15-0.1627 180.50 -29.37 -52.15 62 - 54.09 C=120 2E 3.0 156.00 47.21 63 1.442 2T 6.0 18.00 0.00 -54.00-0.1740 174.00 -30.29 - 54.09 64 • QA= -54.09PT= 47.21 VELOCITY = 10.62 58.78 C=120 7.00 14.72 QA=. 587�T= 14.7e 49 3.260 0.00 0.00 VELOCITY ^= 2 26 ^ 58.78 0.0038 7.80 0.03 50 109.39 C=120 3.26{) 168.17 0.0267 -13.62 C=120 3.260 154.55 0.0228 8.00 0.00 8.00 ----- 12.00 0.00 12.00 14.75 0.00 0.2t QA= 109.39PT= 14.75 VELOCITY = 6.46 14.96 QA= -13.62PT= 14.96 0.00 • VELOCITY = 5.94 0.27 , ****************************** ANDERSON MAGRUDER **************�w***********A* JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 5 � *,*******e****************x*****STANDAAI) REGISTER******************************* _______=_________ HYDRLC.' QA "C"�EQUIV. PIPE PT PT -----======== REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES *" * PO%NT QT LOSS/F LENGTHS TOT. PF PN * * 54 51.@6 C=120 3.260 206.41 0.039A 56 -3.10 203.31 C=120 3.260 0.0379 9.50 O. 00 9.50 1O.00 0.00 10.00 15.24 0.00 0.37 15.61 0.00 O.38 -49.50 C=120 12.50 15.99 58 3,260 0.00 0.00 i53.@1 0.0226 12.50 0.28 60 -47.57 C=120 2E 7.0 3.260 106.24 0.0114 -52.15 C=120 3.260 54.09 0.0032 64 54. 09 2E 7.0 .s2,00 14.o00. 00 ------------ .... ---------------- 15. 24 ______-~~______ 16.27 23.O0 14.00 3'7.00 16.80 0. 00 O. 12 QA� 51.86PT= 15.24 VELOCITY = 7.93 QA= -3.10PT= 15.61 VELOCITY = 7.81 QA= -49.50PT= 15.99 VELOCITY = 5.91 QA= -47.57PT= 16.27 VELOCITY = +.06 • QA= -52.15PT= 16 80 VELOCITY = 2.08 16.92 CS 9 56.37 C=120 12.00 44.� �= �3�T 3.260 . = +4.56 51 0.00 0.00 VELOCITY = � 1� 56.37 0.0035 12.00 53 58.95 C=120 9.50 44.61 g4= 5895PT= 44 61 3.260 0.00 0.00 VELUClTY^= 4 43 ^ 115.32 (}.0132 9.50 0.13 ^ 60 60 C=120 55 , 1o~00 44.73 QA- 60.60PT= 44.73 3.260 0.00 0.00 VEL�CITY= 6.76 175.92 0.0290 10.00 0.�L.:...) 49 50 C=120 57 ^13.50 45. 02 | = 48.5APT= 45 02 3. 260 0 00 0.00 -'' ^ . V�LOClTY = 8 66 225. 42 0. 0459 13.50 0. 62 -' ^ 47.57 C=120 3.260 272.99 0.0654 61 52.15 C=120 3.260 325.14 0.0904 8.00 o.00 a. 00 11.50 0.00 11.50 45'64 0.v0 46.17 0.00 54.09 C=120 1-00 47..1'1 . . 63 2.260 1T15 0 15 00 '^ 0.0O 379~23 0.1202 16.00 1. � = =_______===____ _ QA= 47.57PT= 45.64 VELOCITY = 10~49 QA= 52.15PT= 46.17 VELOClTY= 12.49 QA= 54.09PT= 47.21 VELOCITY = 14.57 = ****************************** ANDERSON MAGRUDER */****************** JOB- STANDARD REGISTER JOB NO 92-1-8-S DATE z0-30-92 P******�*� °�,°******************** - ,,pc 6 *********STANDARD REGISTER***************'^**-*' ********' HYDRLC.' REF. POINT ---------- QA FLOW OT °C" EQUIV. DIA. FITTING LOSSIF LENGTHS PIPE PT FTGS. PE TOT. PF ----------- ---------- 0.00 C=120 65 4.26() 2T20.0 379.23 0.0326 0.00 C=120 3E10.0 66 4.260 1T20.0 379.23 0.0326 TOR 0~00 C=120 4.260 379.23 0.0326 379.23 BOR 21.00 40.00 61.00 38.00 50.00 88.00 PT PV ***** NOTES ***** PN 49.13 QA= 0.00P1= 49.1Z 0.00 VELOCITY = 8.53 1.99 51.13 11.26 QA= 0.00PT= 51.12 VELOCITY = 8.53 9.00 65 26 . . QA= 0.00PT= 65.26 9.00 3.90 • VELOCITY = 8 53 9.00F. 18.00 0.59 PE= FOR HT.-~ 69.75 CS 10. ANDERSON MAGRUDER ***************************** JOB- STANDARD REGISTER JOB NO 92-128-5 DATE 10-30-92 PAGE 7 *********************************FLOW SCHEMATIC********************************+ BOR V 379.23 TOR V 379.23 V 66 ' 379.23 V 65 379.23 ✓ 54.09 63}>)}}>})}})))>}>)}}}}}}}>}>}>}}>}64 ✓ y 325.14 54.0g ✓ 52.15 V 61>)>)}}>>>>>>}>}}}>>}})>}>>}}}}}}}62 ✓ V 272.99 106.24 ✓ 47.57 V ' 59»}})})}»)}}}}>}}}>}}}}}>}>}>}»60 V . 225.42 . 153.81 ✓ 49.50 V 57>>}3)>>>>>}}>>>}}})>>}}}};}>}}}}|58 ✓ V 175.92 203.31 ✓ 60.60 3.10 V 55>>>})>)>}>>}>}}>>}}}>}>216}>217})56 ✓ 38.99 V 115.32 20(3.41 ✓ 58.94 2.48 V33.80 53))>}>>>>>}>>>>}}}>212}}213>>214((54}}>215 ✓ 37.96 18.06 V 56.37 . 154.55 ✓ 56.37 V19.89 51)>>>>>>>>>}}}})>>}}}>}>>}}}}210>}52>}>211 33.51 V 168.17 15.�5 49.79 V40.18 204(%205<(206<(207(<50})}209)}208 32.27 69.21 19.51 58.78 19.44 58.78 V 201<(202((203((49 39.06 V Factory Mutual Engineering September 25, 1991 Mr. M. Smith Bronze Mechanical, Inc. 4158 148th Avenue N.E. Redmond, Washington 98052 Re: Automatic Sprinkler System Improvements THE BOEING COMPANY "Boeing Support Services - Fort Dent II" Tukwila, Washington Index Account 1-10233 Dear Mr. Smith, 41h E;r6 , St. Or:: i'.. E,x f077 BoUnvil P, WA '3 This is to acknowledge the receipt and review of four copies of automatic sprinkler drawings sheets two of two, and one copy of hydraulic calculations for the above referenced project. The drawings are dated August 30, 1991. The hydraulic calculations are dated September 12, 1991. The project consists of providing tenant improvements to the Fort Dent II building. The area of improvement will be leased by Boeing Support Services. Drawings included in this submittal include the provision of automatic sprinklers to an existing floor. It is assumed that this space will be occupied by The Boeing Company. The sprinkler system proposed will consist of a hydraulically designed gridded system that is designed to provide 0.13 gpm/ sq. ft. over a demand area of 3000 sq. ft. The base of riser demand has been calculated to be 865 gpm at a pressure of 102 psi.. The calculations also include a 75 gpm inside hose stream allowance and a 500 gpm hose stream allowance. The hydraulic grid will utilize 132, 1/2 in. orifice, 165°F temperature rated sprinkler heads. The manufacturer and model of the sprinkler heads, piping and associated equipment is not specified on the drawings. The sprinkler heads will be tied into 1 1/2 in. branch lines fed by three inch cross mains. The entire system will be tied into the the existing sprinkler protection for the building. The building is constructed out of concrete and steel frame with gypsum board on steel stud interior walls. The building will contain offices. Water supplies will be provided by the city of Tukwila and appear to be adequate for the construction and occupancy proposed. We have the following recommendations/comments to this proposal: 1. Factory Mutual Research Corporation -approved equipment should be used and details of the installation should conform to Factory Mutual Engineering 4 Organization recommended good practices. Final acceptance of this work will be by field examination and satisfactory completion of the Contractor's Material and Test Certificate. 2. For future reference, calculations should made conducted to determine the base of riser demand if the system were to provide a sprinkler density of 0.15 gpm/ sq. ft. over a demand area of 2000 sq. ft. 3. A corrosion -resistant metal placard should be provided on the sprinkler system riser indicating location, number of sprinklers, design criteria, water demand, and date of installation. Subject to the recommendations above, your proposal is acceptable. Ve are returning three copies of your proposal marked with our stamp of acceptance, and are retaining one copy for our files. Thank you for your interest in loss prevention. Sincerely, Cj Lt - a,�•. (Pete R. Vickers Loss Prevention Consultant Seattle District Office PRV/2.0 338p1 cc: Mr. A. W. Richter, Chief Fire Protection Engineering Org. 4-3333, M/S 7E-74 The Boeing Company P.O. Box 3707 Seattle, VA 98124-2207 Sheet l of 'LS HYDRAULIC CALCULATIONS Bronze Mechanical Date 09/12/91 Job: FORTDENT Job_ _ Fort Dent 2 Tenant Improvements Tukwilla, WA Authority having Jurisdiction_ _ Factory Mutual Density 0.13 gpm/sa.ft. Area of Application 3000 square feet Coverage per Sprinkler 130 System type_ _ Wet Hose 75.0 gpm Inside Hose, 500.0 gpm Outside Hose Water Supply _ 125.00 psi Static, 109.00 psi Residual @ 3982.0 gpm Demand 101.96 psi @ 865.2 gpm @ B.O.R. 114.83 psi @ 1365.2 gpm @ Supply 122.79 psi available @ 1365.2 gpm Demand is below curve by 7.96 psi Sprinklers 1/2° FCR19DENT 09/12/91 4 : 56pm 2- o F 2S FrWiltsUY-431, [ PS ) Ul en 166. a 1 1 131 sab 0-12 1 a .�. Dab Fa _ a ITO 4 anan3 fium 4ej t eA8 .&al.eM (4dea5 58'1 N) Sheet 3 of '-S Bronze Mechanical Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve B08 Backflow: Febco Model 806YD GV Gate valve UE Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow UT1 Undergro.nd ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description DR Drop BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length FORTDENT 09/12/91 5:01pm Sheet 4 oc= 2S Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculation Fort Dent 2 Tenant Improvements Tukwilla, WA Raw data previous to any calculation No. Code Diem Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 CR1 1.049 2.0 0 0 5.55 7.00 -2.00 0.0 120 20 1T 2 DR2 1.049 1.8 0 0 5.55 7.00 -1.80 0.0 120 20 1T 3 DR3 1.049 1.5 0 0 5.55 7.00 -1.50 0.0 120 20 1T 4 DR4 1.049 2.1 0 0 5.55 7.90 -2.10 0.0 120 20 1T 5 DR5 1.049 1.8 0 0 5.55 7.90 -1.80 0.0 120 20 1T 6 DR6 1.049 1.5 0 0 5.55 7.90 -1.50 0.0 120 20 1T 7 DR7 1.049 2.1 0 0 5.55 9.30 -2.10 0.0 120 20 1T 8 DR8 1.049 1.8 0 0 5.55 9.30 -1.80 0.0 120 20 1T 9 DR9 1.049 1.5 0 0 5.55 9.30 -1.50 0.0 120 20 1T 10 BL1 1.380 10.0 0 0 DR2 0.00 0.00 0.0 120 20 11 BL1 1.380 7.0 0 0 DR2 0.00 0.00 0.0 120 20 2E 12 BL1 1.380 8.0 0 0 DR5 0.00 0.00 0.0 120 20 13 BL1 1.610 7.0 0 0 DR5 0.00 0.00 0.0 120 20 14 BL1 1.610 1.5 0 0 DR5 0.00 0.00 0.0 120 20 1T 15 BL2 1.380 10.0 0 0 DR2 0.00 0.00 0.0 120 20 16 BL2 1.380 10.0 0 0 CR2 0.00 0.00 0.0 120 20 2E 17 BL2 1.380 12.0 0 0 DR2 0.00 0.00 0.0 120 20 18 BL2 1.610 3.5 0 0 DR2 0.00 0.00 0.0 120 20 1T 19 BL3 1.380 6.0 0 0 DR5 0.00 0.00 0.0 120 20 20 BL3 1.380 8.0 0 0 DR5 0.00 0.00 0.0 120 20 21 BL3 1.380 12.0 0 0 DR5 0.00 0.00 0.0 120 20 22 BL3 1.610 3.5 0 0 DR5 0.00 0.00 0.0 120 20 1T 23 GP 3.260 12.0 37 24 0.00 23.70 0.0 120 20 24 GL1 1.610 79.5 24 25 N DR2 0.00 23.70 0.0 120 20 8E,3T 25 GL1 1.610 8.0 25 26 N CR2 0.00 23.70 0.0 120 20 26 GL1 1.610 15.0 26 27 N DR2 0.00 23.70 0.0 120 201E 27 GL1 1.610 5.0 27 28 N DR2 0.00 23.70 0.0 120 20 1E 28 GL1 1.610 10.0 28 29 N DR2 0.00 23.70 0.0 120 20 29 GL1 1.610 4.0 29 30 N 0R5 0.00 23.70 0.0 120 20 30 GL1 1.610 8.0 30 31 N DR5 0.00 23.70 0.0 120 20 31 GL1 1.610 8.0 31 32 1 CR5 0.00 23.70 0.0 120 20 32 GL1 1.610 8.0 32 33 N DR5 0.00 23.70 0.0 120 20 33 GL1 1.610 6.0 33 34 N DR5 0.00 23.70 0.0 120 20 34 GL1 1.610 6.5 34 35 N BL1 0.00 23.70 0.0 120 20 1T,1E 35 05 3.260 10.5 35 47 N 0.00 23.70 0.0 120 20 36 GP 3.260 12.0 49 37 0.00 23.70 0.0 120 20 37 GL2 1.610 114.5 37 38 N DR2 0.00 23.70 0.0 120 20 5E,5T 38 GL2 1.610 5.0 38 39 N DR2 0.00 23.70 0.0 120 20 1T 39 GL2 1.610 7.5 39 40 N DR2 0.00 23.70 0.0 120 20 40 GL2 1.610 8.0 40 41 N DRS 0.00 23.70 0.0 120 20 1E 41 GL2 1.610 14.0 41 42 N CR2 0.00 23.70 0.0 120 20 4E 42 GL2 1.610 6.0 42 43 N DR2 0.00 23.70 0.0 120 20 43 GL2 1.610 8.0 43 44 N DR2 0.00 23.70 0.0 120 20 44 GL2 1.610 12.0 44 45 N DR2 0.00 23.70 0.0 120 20 45 GL2 1.610 12.0 45 46 N DR2 0.00 23.70 0.0 120 20 FORTDENT 09/12/91 5:02pm Sheet S o 'LTJ Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Raw data previous to any calculations No. Code Diam Length Beck End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fittings 4.6 GL2 1.610 8.0 46 47 N BL2 47 GS 3.260 8.0 47 57 N 48 GP 3.260 2.0 48 49 N 49 GL3 1.610 135.0 49 50 N DR8 50 GL3 1.610 11.5 50 51 N DR5 51 GL3 1.610 4.0 51 52 N DR5 52 GL3 1.610 10.0 52 53 N DR8 53 GL3 1.610 5.5 53 54 N DR5 54 GL3 1.610 12.0 54 55 N DR5 55 GL3 1.610 12.0 55 56 N DR5 56 GL3 1.610 9.0 56 57 N BL3 57 GS 3.260 28.0 57 58 N 58 GL4 1.610 173.0 58 59 N 59 GP 3.260 9.0 59 48 N 60 GS 3.260 16.0 58 61 61 GL5 1.610 186.5 61 62 N 62 GP 3.260 15.0 62 59 N 63 GS 3.260 28.0 61 64 64 GL6 1.610 157.5 64 65 N 65 GP 3.260 2.5 65 62 N 66 GS 3.260 8.0 64 67 67 GL7 1.610 151.5 67 68 N 68 GP 3.260 14.0 68 65 N 69 GS 3.260 16.0 67 70 70 GL8 1.610 117.0 70 71 N 71 GP 3.260 26.0 71 68 N 72 GS 3.260 10.0 70 73 73 GL9 1.380 69.0 73 74 N 74 GP 3.260 0.5 74 71 N 75 BU 4.260 61.0 49 0 76 RI 4.260 10.0 0 0 BU 77 UG1 6.135 70.0 0 0 RI 78 UG2 8.265 160.0 0 0 UG1 0.00 23.70 0.0 120 20 1T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 1T 0.00 23.70 0.0 120 20 4.E, 3T 0.00 23.70 0.0 120 20 0.00 23,70 0.0 120 20 1T 0.00 23.70 0.0 120 20 1E 0,00 23.70 0.0 120 20 2E 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 1T,1E 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 8E,7T 0.00 23.70 0.0 120 20 1T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 12E, 5T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 2VE 0.00 23.70 0.0 120 20 6E.3T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 4E.3T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 2VE 0.00 23.70 0.0 120 20 2E,2T 0.00 23.70 0.0 120 20 1T,1VE 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 2E.2T 0.00 23.70 0.0 120 20 0.00 0.00 0.0 120 20 3VE,2VT 0.00 23.70 75.0 120 20 1ALV 0.00 0.00 0.0 140 16 3UE,1UT1,1B08,1GV 0.00 0.00 500.0 140 16 2UEE,1UT1,1GV F0RTDENT 09/12/91 5:02pm Sheet Co ogr2S Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tennant Improvements Tukwilla, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (g m) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 2.0 PT 7.00 1 14.7=5.55(7.00)-.5 F 5.0 PE -0.87 (EL= -2.00 ft) 1 14.7 1.05 1T T 7.0 0.07347 PF 0.51 5.45 PT 6.65 2 81 Jct K -factor for drop 1 = 14.7/(6.65)".5 = 5.70 Drop 2 C = 120 A 1.8 PT 7.00 2 14.7=5.55(7.00)".5 F 5.0 PE -0.78 (EL= -1.80 ft) 2 14.7 1.05 1T T 6.8 0.07347 PF 0.50 5.45 PT 6.72 10 Bl Jct K -factor for drop 2 = 14.7/(6.72)".5 = 5.67 at Hyd Ref Pts 10 11 15 16 17 18 24 25 26 27 28 37 38 39 41 42 43 44 45 Drop 3 C = 120 A 1.5 PT 7.00 3 14.7=5.55(7.00)".5 F 5.0 PE -0.65 (EL= -1.50 ft) 3 14.7 1.05 1T T 6.5 0.07347 PF 0.48 5.45 PT 6.83 4 Bl Jct K -factor for drop 3 = 14.7/(6.83)".5 = 5.63 Drop 4 C = 120 A 2.1 PT 7.90 4 15.6=5.55(7.90)".5 F 5.0 PE -0.91 (EL= -2.10 ft) 4 15.6 1.05 1T T 7.1 0.08217 PF 0.58 5.79 PT 7.57 5 81 Jct K -factor for drop 4 = 15.6/(7.57)".5 = 5.67 Drop 5 C = 120 A 1.8 PT 7.90 5 15.6=5.55(7.90)".5 F 5.0 PE -0.78 (EL= -1.80 ft) 5 15.6 1.05 1T T 6.8 0.08217 PF 0.56 5.79 PT 7.68 12 81 Jct K -factor for drop 5 = 15.6/(7.68)".5 = 5.63 at Hyd Ref Pts 12 13 14 19 20 21 22 29 30 31 32 33 50 51 53 54 55 Drop 6 C = 120 A 1.5 PT 7.90 6 15.6=5.55(7.90)".5 F 5.0 P -0.65 (EL= -1.50 ft) 6 15.6 1.05 1T T 6.5 0.08217 P 0.53 5.79 7.78 7 81 Jct P K -factor for drop 6 = 15.6/(7.78)".5 = FCRTDENT 09/12/91 5:02pm Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Sheet -1 o F 2S Pipe Flow Dia Fitting Length Fr Loss Press HYd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 7 C = 120 16.9=5.55(9.30)".5 F 5.0 PE -0.91 (EL= -2.10 ft) 7 16.9 1.05 1T T 7.1 0.09556 PF 0.68 6.28 PT 9.07 8 B1 Jct A 2.1 PT 9.30 7 K -factor for drop 7 = 16.9/(9.07)".5 = 5.61 Drop 8 C = 120 A 1.8 PT 9.30 8 16.9=5.55(9.30)".5 F 5.0 PE -0.78 (EL= -1.80 ft) 8 16.9 1.05 17 T 6.8 0.09556 PF 0.65 6.28 PT 9.17 40 B1 Jot K -factor for drop 8 = 16.9/(9.17)".5 = 5.58 at HYd Ref Pts 40 49 52 Drop 9 C = 120 A 1.5 PT 9.30 9 16.9=5.55(9.30)".5 F 5.0 PE -0.65 (EL= -1.50 ft) 9 16.9 1.05 17 T 6.5 0.09556 PF 0.62 6.28 PT 9.27 10 Bl Jct K -factor for drop 9 = 16.9/(9.27)".5 = 5.55 FORTDENT 09/12/91 5:03pm Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Sheet $ o G 2S Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 A 10.0 PT 6.72 10 14.7=5.67(6.72)-.5 F 0.0 PE 0.00 10 14.7 1.38 T 10.0 0.01936 PF 0.19 3.15 A 7.0 PT 6.91 11 14.9=5.67(6.91).5 F 6.0 PE 0.00 11 29.6 1.38 2E T 13.0 0.07073 PF 0.92 6.35 A 8.0 PT 7.83 12 DR5 15.8=5.63(7.83)-.5 F 0.0 PE 0.00 12 45.4 1.38 T 8.0 0.15573 PF 1.25 9.73 A 7.0 PT 9.08 13 DR5 17.0=5.63(9.08).5 F 0.0 PE 0.00 13 62.3 1.61 T 7.0 0.13230 PF 0.93 9.82 A 1.5 PT 10.01 14 DR5 17.8=5.63(10.01)".5 F 8.0 PE 0.00 14 80.1 1.61 1T T 9.5 0.21061 PF 2.00 12.63 PT 12.01 34 Cross main Jct C = 120 DR2 K -factor for brand -dine no. 1 = 80.1/(12.01)".5 = 23.12 Branohline No. 2 C = 120 A 10.0 PT 6.72 15 DR2 14.7-5.67(6.72).5 F 0.0 PE 0.00 15 14.7 1.38 T 10.0 0.01936 PF 0.19 3.15 A 10.0 PT 6.91 16 DR2 14.9=5.67(6.91)-.5 F 6.0 PE 0.00 16 29.6 1.38 2E T 16.0 0.07073 PF 1.13 6.35 A 12.0 PT 8.05 17 C 2 16.1=5.67(8.05).5 F 0.0 PE 0.00 17 45.7 1.38 T 12.0 0.15783 PF 1.89 9.80 A 3.5 PT 9.94 18 DR2 17.9=5.67(9.94)-.5 F 8.0 PE 0.00 18 63.6 1.61 1T T 11.5 0.13723 PF 1.58 10..02 PT 11.52 46 Cross main Jct K -factor for branchline no. 2 = 63.6/(11.52)".5 = 18.74 FORTDENT 09/12/91 5:03pm Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Pipe Flow Dia Fitting Length Fr Loss No (qpm) (inch) and Dev (ft) (psi/ft) Branchline No. 3 A 6.0 PT 0.0 PE 6.0 0.02161 PF 8.0 PT 0.0 PE 8.0 0.07852 PF 12.0 PT 0.0 PE 12.0 0.17076 PF 3.5 PT 8.0 PE 11.5 0.14672 PF PT 15.6=5.63(7.68)".5 F 19 15.6 1.38 T A 15.7=5.63(7.81)".5 F 20 31.3 1.38 T A 16.4=5.63(8.44)".5 F 21 47.7 1.38 T A 18.2=5.63(10.49)".5 F 22 65.9 1.61 1T T Sheet Press Hyd Vel (psi) Ref (fps) K -factor for branchline no. 3 = 65.9/(12.17)" 7.68 19 0.00 0.13 3.35 7.81 20 0.00 0.63 6.72 8.44 21 0.00 2.05 10.23 Notes C = 120 DR5 CR5 10.49 22 DR5 0.00 1.69 10.39 12.17 56 Cross main Jct .5 = 18.89 FORTDENT 09/12/91 5:04pm Sheet Bronze Mechanical Sprinkler Systems hydraulic Flow Calculations to dtce1..S. Fort Dent 2 Tenant Improvements Tukwilla, WA Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node (qpm) (psi) K -Value Source (ft) Comments 24 46.8 25 22.9 26 21.4 27 19.2 28 18.6 29 18.2 30 18.2 31 18.2 32 18.4 33 18.8 34 80.1 35 - 37 46.9 38 22.5 39 20.8 40 19.8 41 19.7 42 19.5 43 19.5 44 19.7 45 20.4 46 71.6 47 - 48 - 49 46.5 50 24.1 51 22.8 52 21.9 53 21.8 54 21.8 55 21.9 56 74.9 57 58 - 59 - 61 - 62 - 64 - 65 - 67 - 68 - 70 71 - 73 - 74 - 68.09 K= 5.67 DR2 16.26 K= 5.67 DR2 14.27 K= 5.67 DR2 11.45 K= 5.67 DR2 10.73 K= 5.67 DR2 10.42 K= 5.63 DR5 10.40 K= 5.63 DR5 10.42 K= 5.63 DR5 10.63 K= 5.63 DR5 11.20 K= 5.63 DR5 12.01 K=23.12 BL1 23.41 68.37 K= 5.67 15.80 K= 5.67 13.40 K= 5.67 12.64 K= 5.58 12.12 K= 5.67 11.86 K= 5.67 11.87 K= 5.67 12.06 K= 5.67 12.90 K= 5.67 14.61 K=18.74 23.62 66.47 69.32 Feed Jct DR8 18.31 K= 5.63 DR5 16.36 K= 5.63 DR5 15.35 K= 5.58 DR8 14.96 K= 5.63 DR5 14.95 K= 5.63 DR5 15.09 K= 5.63 DR5 15.74 K=18.89 BL3 24.17 27.77 62.72 29.26 61.32 31.96 61.16 32.27 60.61 32.84 59.58 32.89 59.58 EHM§M 23.70 23.70 23.70 23.70 23.70 23.70 23.70 Split: Line 1 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 Split: Line 2 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 Split: Line 3 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 FORTDENT 09/12/91 5:04pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Grid Pipe Detail Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press HYd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes 46.9:K=5.67 A 12.0 PT 68.37 37 F 0.0 PE 0.00 23 -157.4 3.26 T 12.0 0.02365 PF -0.28 6.05 46.8:K=5.67 PT 68.09 24 46.8:K=5.67 A 79.5 PT 68.09 24 F 56.0 PE 0.00 24 -110.6 1.61 8E 3T T 135.5 0.38249 PF -51.83 17.44 22.9:K=5.67 PT 16.26 25 22.9:K=5.67 A 8.0 PT 16.26 25 F 0.0 PE 0.00 25 -87.8 1.61 T 8.0 0.24923 PF -1.99 13.83 21.4:K=5.67 PT 14.27 26 21.4:K=5.67 A 15.0 PT 14.27 26 F 4.0 PE 0.00 26 -66.4 1.61 1E T 19.0 0.14854 PF -2.82 10.46 19.2:K=5.67 PT 11.45 27 19.2:K=5.67 A 5.0 PT 11.45 27 F 4.0 PE 0.00 27 -47.2 1.61 lE T 9.0 0.07900 PF -0.71 7.43 18.6:K=5.67 PT 10.73 28 18.6:K=5.67 A 10.0 PT 10.73 28 F 0.0 PE 0.00 28 -28.6 1.61 T 10.0 0.03129 PF -0.31 4.51 18.2:K=5.63 PT 10.42 29 18.2:K=5.63 A 4.0 PT 10.42 29 F 0.0 PE 0.00 29 -10.4 1.61 T 4.0 0.00483 PF -0.02 1.64 18.2:K=5.63 PT 10.40 30 18.2:K=5.63 A 8.0 PT 10.40 30 F 0.0 PE 0.00 30 7.7 1.61 T 8.0 0.00279 PF 0.02 1.22 18.2:K=5.63 PT 10.42 31 18.2:K=5.63 A 8.0 PT 10.42 31 F 0.0 PE 0.00 31 25.9 1.61 T 8.0 0.02609 PF 0.21 4.08 18.4:K=5.63 PT 10.63 32 18.4:K=5.63 A 8.0 PT 10.63 32 F 0.0 PE 0.00 32 44.3 1.61 T 8.0 0.07026 PF 0.56 6.98 18.8:K=5.63 PT 11.20 33 FCRTDENT 09/12/91 5:05pm Sheet • Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Grid Pipe Detail Remote Area #1 l2 op' '6 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes 18.8:K=5.63 33 63.1 1.61 80.1:K=23.12 A 6.0 PT 11.20 33 F 0.0 PE 0.00 T 6.0 0.13537 PF 0.81 9.94 PT 12.01 34 80.1:K=23.12 A 6.5 PT 12.01 34 F 12.0 PE 0.00 34 143.2 1.61 1T 1E T 18.5 0.61653 PF 11.41 22.57 PT 23.41 35 A 10.5 PT 23.41 35 F 0.0 PE 0.00 35 143.2 3.26 T 10.5 0.01985 PF 0.21 5.50 PT 23.62 47 A 12.0 PT 69.32 49 F 0.0 PE 0.00 36 -301.5 3.26 T 12.0 0.07872 PF -0.94 11.59 46.9:K=5.67 PT 68.37 37 46.9:K=5.67 37 -97.2 1.61 22.5:K=5.67 22.5:K=5.67 38 -74.7 1.61 20.8:K=5.67 20.8:K=5.67 39 -53.9 1.61 19.8:K=5.58 19.8:K=5.58 40 -34.1 1.61 19.7:K=5.67 19.7:K=5.67 41 -14.4 1.61 19.5:K=5.67 19.5:K=5.67 42 5.2 1.61 19.5:K=5.67 A 114.5 PT 68.37 37 F 60.0 PE 0.00 5E 5T T 174.5 0.30125 PF -52.57 15.32 PT 15.80 38 A 5.0 PT 15.80 38 F 8.0 PE 0.00 1T T 13.0 0.18494 PF -2.40 11.77 PT 13.40 39 A 7.5 PT 13.40 39 F 0.0 PE 0.00 T 7.5 0.10126 PF -0.76 8.50 PT 12.64 40 A 8.0 PT 12.64 40 F 4.0 PE 0.00 1E T 12.0 0.04335 PF -0.52 5.37 PT 12.12 41 A 14.0 PT 12.12 41 F 16.0 PE 0.00 4E T 30.0 0.00875 PF -0.26 2.26 PT 11.86 42 A 6.0 PT 11.86 42 F 0.0 PE 0.00 T 6.0 0.00132 PF 0.01 0.81 PT 11.87 43 FORTDENT 09/12/91 5:06pm Sheet Bronze tical Sprinkler Systems Hydraulic Flow Calculations Fart Dent 2 Tenant improvements Tukwilla, WA Arid Pipe Detail Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes 19.5:K=5.67 43 24.7 1.61 19.7:K=5.67 19.7:K=5.67 44 44.4 1.61 20.4:K=5.67 20.4:K=5.67 45 64.8 1.61 46 136.4 1.61 47 279.6 3.26 48 393.1 3.26 A 8.0 PT 11.87 43 F 0.0 PE 0.00 T 8.0 0.02388 PF 0.19 3.89 PT 12.06 44 A 12.0 PT 12.06 44 F 0.0 PE 0.00 T 12.0 0.07062 PF 0.85 7.00 PT 12.90 45 A 12.0 PT 12.90 45 F 0.0 PE 0.00 T 12.0 0.14202 PF 1.70 10.21 PT 14.61 46 A 8.0 PT 14.61 46 F 8.0 PE 0.00 1T T 16.0 0.56331 PF 9.01 21.49 PT 23.62 47 A 8.0 PT 23.62 47 F 0.0 PE 0.00 T 8.0 0.06845 PF 0.55 10.75 PT 24.17 57 A 2.0 PT 66.47 48 F 20.2 PE 0.00 1T T 22.2 0.12859 PF 2.85 15.11 PT 69.32 49 A 135.0 PT 69.32 49 F 40.0 PE 0.00 49 -95.5 1.61 4E 3T T 175.0 0.29144 PF -51.00 15.05 PT 18.31 50 A 11.5 PT 18.31 50 F 0.0 PE 0.00 50 -71.4 1.61 T 11.5 0.17023 PF -1.96 11.26 PT 16.36 51 51 -48.7 1.61 52 -26.8 1.61 A 4.0 PT 16.36 51 F 8.0 PE 0.00 1T T 12.0 0.08369 PF -1.00 7.67 PT 15.35 52 A 10.0 PT 15.35 52 F 4.0 PE 0.00 1E T 14.0 0.02775 PF -0.39 4.22 PT 14.96 53 FORTDENT 09/12/91 5:06cm Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Terant Improvements Tukwilla, WA Arid Pipe Detail Remote Area #1 Sheet Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (Psi) Ref (fps) 53 -5.0 1.61 A 5.5 PT 14.96 53 F 8.0 PE 0.00 2E T 13.5 0.00125 PF -0.02 PT 14.95 54 0.79 A 12.0 PT 14.95 54 F 0.0 PE 0.00 54 16.7 1.61 T 12.0 0.01163 PF 0.14 2.64 PT 15.09 55 A 12.0 PT 15.09 55 F 0.0 PE 0.00 55 38.6 1.61 T 12.0 0.05456 PF 0.65 6.09 PT 15.74 56 A 9.0 PT 15.74 56 F 12.0 PE 0.00 56 113.5 1.61 1T 1E T 21.0 0.40133 PF 8.43 17.89 PT 24.17 57 A 28.0 PT 24.17 57 F 0.0 PE 0.00 57 393.1 3.26 T 28.0 0.12859 PF 3.60 15.11 PT 27.77 58 A 173.0 PT 27.77 58 F 88.0 PE 0.00 58 62.7 1.61 8E 7T T 261.0 0.13390 PF 34.95 9.89 PT 62.72 .59 59 393.1 3.26 60 330.4 3.26 A 9.0 PT 62.72 59 F 20.2 PE 0.00 1T T 29.2 0.12859 PF 3.75 15.11 PT 66.47 48 A 16.0 PT 27.77 58 F 0.0 PE 0.00 T 16.0 0.09323 PF 1.49 12.70 PT 29.26 61 A 186.5 PT 29.26 61 F 88.0 PE 0.00 61 58.3 1.61 12! 5T T 274.5 0.11679 PF 32.06 9.18 PT 61.32 62 62 330.4 3.26 A 15.0 PT 61.32 62 F 0.0 PE 0.00 T 15.0 0.09323 PF 1.40 12.70 PT 62.72 59 Notes FORTDENT 09/12/91 5:07pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Grid Pipe Detail Remote Area #1 t' 26 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes 63 272.1 3.26 A 28.0 PT 29.26 61 F 13.4 PE 0.00 2VE T 41.4 0.06511 PF 2.70 10.46 PT 31.96 64 A 157.5 PT 31.96 64 F 48.0 PE 0.00 64 64.8 1.61 6E 3T T 205.5 0.14208 PF 29.20 10.21 PT 61.16 65 65 272.1 3.26 66 207.4 3.26 A 2.5 PT 61.16 65 F 0.0 PE 0.00 T 2.5 0.06511 PF 0.16 10.46 PT 61.32 62 A 8.0 PT 31.96 64 F 0.0 PE 0.00 T 8.0 0.03938 PF 0.32 7.97 PT 32.27 67 A 151.5 PT 32.27 67 F 40.0 PE 0.00 67 66.2 1.61 4E 3T T 191.5 0.14794 PF 28.33 10.43 PT 60.61 68 A 14.0 PT 60.61 68 F 0.0 PE 0.00 68 207.4 3.26 T 14.0 0.03938 PF 0.55 7.97 PT 61.16 65 A 16.0 PT 32.27 67 F 13.4 PE 0.00 69 141.2 3.26 2VE T 29.4 0.01933 PF 0.57 5.43 PT 32.84 70 A 117.0 PT 32.84 70 F 24.0 PE 0.00 70 75.7 1.61 2E 2T T 141.0 0.18964 PF 26.74 11.93 PT 59.58 71 A 26.0 PT 59.58 71 F 26.9 PE 0.00 71 141.2 3.26 1T 1VE T 52.9 0.01933 PF 1.02 5.43 PT 60.61 68 A 10.0 PT 32.84 70 F 0.0 PE 0.00 72 65.4 3.26 T 10.0 0.00466 PF 0.05 2.52 PT 32.89 73 FORTDENT 09/12/91 5:08pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Arid Pipe Detail Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (s, m) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) A 69.0 PT 32.89 73 F 18.0 PE 0.00 73 65.4 1.38 2E 2T T 87.0 0.30679 PF 26.69 14.04 PT 59.58 74 74 65.4 3.26 A 0.5 PT 59.58 74 F 0.0 PE 0.00 T 0.5 0.00466 PF 0.00 2.52 PT 59.58 71 Ifo of ZS Notes .FORTDENT 09/12/91 5:08pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Split K-fac=5.63 from DR5) C = 120 A 8.0 PT 10.40 30 Remote Split F 0.0 PE 0.00 30 7.7 1.61 T 8.0 0.00279 PF 0.02 1.22 A 8.0 PT 10.42 31 DR5 18.2=5.63(10.42)".5 F 0.0 PE 0.00 31 25.9 1.61 T 8.0 0.02609 PF 0.21 4.08 A 8.0 PT 10.63 32 DR5 18.4=5.63(10.63)".5 F 0.0 PE 0.00 32 44.3 1.61 T 8.0 0.07026 PF 0.56 6.98 A 6.0 PT 11.20 33 DR5 18.8=5.63(11.20)".5 F 0.0 PE 0.00 33 63.1 1.61 T 6.0 0.13537 PF 0.81 9.94 A 6.5 PT 12.01 34 BL1 80.1=23.12(12.01)-.5 F 12.0 PE 0.00 34 143.2 1.61 1T 1E T 18.5 0.61653 PF 11.41 22.57 A 10.5 PT 23.41 35 F 0.0 PE 0.00 35 143.2 3.26 T 10.5 0.01985 PF 0.21 5.50 A 8.0 PT 23.62 47 Line 2 136.4 = Pipe No.46 F 0.0 PE 0.00 47 279.6 3.26 T 8.0 0.06845 PF 0.55 10,75 A 28.0 PT 24.17 57 Line 3 113.5 = Pipe No.56 F 0.0 PE 0.00 57 393.2 3.26 T 28.0 0.12859 PF 3.60 15.11 A 16.0 PT 27.77 58 Line 4 -62.7 = Pipe No. 58 F 0.0 PE 0.00 60 330.4 3.26 T 16.0 0.09323 PF 1.49 12.70 A 28.0 PT 29.26 61 Line 5 -58.3 = Pipe No.61 F 13.4 PE 0.00 63 272.2 3.26 2VE T 41.4 0.06511 PF 2.70 10.46 A 8.0 PT 31.96 64 Line 6 --64.8 = Pipe No.64 F 0.0 PE 0.00 66 207.4 3.26 T 8.0 0.03938 PF 0.32 7.97 A 16.0 PT 32.27 67 Line 7 -66.2 = Pipe No.67 F 13.4 PE 0.00 69 141.2 3.26 2VE T 29.4 0.01933 PF 0.57 5.43 A 10.0 PT 32.84 70 Line 8 -75.7 = Pipe No.70 F 0.0 PE 0.00 72 65.5 3.26 T 10.0 0.00466 PF 0.05 2.52 A 69.0 PT 32.89 73 F 18.0 PE 0.00 73 65.5 1.38 2E 2T T 87.0 0.30679 PF 26.69 14.04 A 0.5 PT 59.58 74 F 0.0 PE 0.00 74 65.5 3.26 T 0.5 0.00466 PF 0.00 2.52 A 26.0 PT 59.58 71 Line 8 75.7 = Pipe No.70 F 26.9 PE 0.00 71 141.2 3.26 1T 1VE T 52.9 0.01933 PF 1.02 5.43 FORTDENT 09/12/91 5:09pm Sheet Bronze tical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Remote Area #1 (q or A Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise (Continued from previous page) C = 120 A 14.0 PT 60.61 68 Line 7 66.2 = Pipe No.67 F 0.0 PE 0.00 68 207.4 3.26 T 14.0 0.03938 PF 0.55 7.97 A 2.5 PT 61.16 65 Line 6 64.8 = Pipe No.64 F 0.0 PE 0.00 65 272.2 3.26 T 2.5 0.06511 PF 0.16 10.46 A 15.0 PT 61.32 62 Line 5 58.3 = Pipe No.61 F 0.0 PE 0.00 62 330.4 3.26 T 15.0 0.09323 PF 1.40 12.70 A 9.0 PT 62.72 59 Line 4 62.7 = Pipe No.58 F 20.2 PE 0.00 59 393.2 3.26 1T T 29.2 0.12859 PF 3.75 15.11 A 2.0 PT 66.47 48 F 20.2 PE 0.00 48 393.2 3.26 1T T 22.2 0.12859 PF 2.85 15.11 PT 69.32 49 Bulk Jct FORTDENT 09/12/91 5:09pm Sheet Bronze Mechanical Sprinkler Systems hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) 20 OF2S Notes Perimeter Counter -Clockwise (Split K-fac=5.63 from DR5) C = 120 A 8.0 PT 10.40 30 Remote Split F 0.0 PE 0.00 29 10.4 1.61 T 4.0 0.00483 PF 0.02 1.64 A 10.0 PT 10.42 29 DR5 18.2=5.63(10.42)-.5 F 0.0 PE 0.00 28 28.6 1.61 T 10.0 0.03129 PF 0.31 4.51 A 5.0 PT 10.73 28 DR2 18.6=5.67(10.73).5 F 4.0 PE 0.00 27 47.2 1.61 1E T 9.0 0.07900 PF 0.71 7.43 A 15.0 PT 11.45 27 DR2 19.2=5.67(11.45)-.5 F 4.0 PE 0.00 26 66.4 1.61 1E T 19.0 0.14854 PF 2.82 10.46 A 8.0 PT 14.27 26 21.4=5.67(14.27)".5 F 0.0 PE 0.00 25 87.8 1.61 T 8.0 0.24923 PF 1.99 13.83 A 79.5 PT 16.26 25 22.9=5.67(16.26)-.5 F 56.0 PE 0.00 24 110.6 1.61 8E 3T T 135.5 0.38249 PF 51.83 17.44 A 12.0 PT 68.09 24 46.8=5.67(68.09)".5 F 0.0 PE 0.00 23 157.4 3.26 T 12.0 0.02365 PF 0.28 6.05 97.2 = #37 A 12.0 PT 68.37 37 46.9=5.67(68.37)-.5 F 0.0 PE 0.00 36 301.6 3.26 T 12.0 0.07872 PF 0.94 11.59 PT 69.32 49 DR2 0R2 Line 2 Bulk Jct FORTDENT 09/12/91 5:10pm Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Remote area #1 Length Fr Loss Press Hyd Vel Pipe Flow Dia Fitting No (gpm) (inch) and Dev Sheet (ft) (psi/ft) (psi) Ref (fps) Line 1 Clockwise (Split K-fac=5.63 from DR5) A 8.0 F 0.0 30 7.7 1.61 T 8.0 0.00279 A 8.0 18.2-5.63(10.42Y. 5 F 0.0 31 25.9 1.61 T 8.0 0.02609 A 8.0 18.4=5.63(10.63)".5 F 0.0 32 44.3 1.61 T 8.0 0.07026 A 6.0 18.8=5.63(11.20)".5 F 0.0 33 63.1 1.61 T 6.0 0.13537 A 6.5 80.1=23.12(12.01)-.5 F 12.0 34 143.2 1.61 1T 1E T 18.5 0.61653 Line 1 Counter -Clockwise 29 10.4 1.61 18.2=5.63(10.42)".5 28 28.6 1.61 18.6=5.67(10.73)".5 27 47.2 1.61 19.2=5.67(11.45)-.5 26 66.4 1.61 21.4=5.67(14.27).5 25 87.8 1.61 22.9=5.67(16.26)-.5 24 110.6 1.61 8E (Split A 8.0 F 0.0 T 4.0 A 10.0 F 0.0 T 10.0 A 5.0 F 4.0 1E T 9.0 A 15.0 F 4.0 1E T 19.0 A 8.0 F 0.0 T 8.0 A 79.5 F 56.0 3T T 135.5 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 10.40 0.00 0.02 10.42 0.00 0.21 10.63 0.00 0.56 11.20 0.00 0.81 12.01 0.00 11.41 23.41 K-fac=5.63 from DR5) 0.00483 0.03129 0.07900 0.14854 0.24923 0.38249 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 10.40 0.00 0.02 10.42 0.00 0.31 10.73 0.00 0.71 11.45 0.00 2.82 14.27 0.00 1.99 16.26 0.00 51.83 68.09 2( ocv Notes C = 120 30 Split:DR5 1.22 31 DR5 4.08 32 DR5 6.98 33 DR5 9.94 34 BL1 22.57 35 Main Jct C=120 30 Split:DR5 1.64 29 4.51 28 7.43 27 10.46 26 13.83 25 17.44 24 Main Jct CR5 DR2 DR2 CR2 FORTDENT 09/12/91 5:10pm Sheet v Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA Remote Area #1 22 oc2.S Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (rpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 2 Clockwise (Split K-frac=5.67 from DR2) A 6.0 PT 11.86 42 F 0.0 PE 0.00 42 5.2 1.61 T 6.0 0.00132 PF 0.01 0.81 A 8.0 PT 11.87 43 19.5=5.67(11.871-.5 F 0.0 PE 0.00 43 24.7 1.61 T 8.0 0.02388 PF 0.19 3.89 A 12.0 PT 12.06 44 DR2 19.7=5.67(12.061-.5 F 0.0 PE 0.00 44 44.4 1.61 T 12.0 0.07062 PF 0.85 7.00 A 12.0 PT 12.90 45 20.4=5.67(12.901-.5 F 0.0 PE 0.00 45 64.8 1.61 T 12.0 0.14202 PF 1.70 10.21 A 8.0 PT 14.61 46 BL2 71.6=18.74(14.611-.5 F 8.0 PE 0.00 46 136.4 1.61 1T T 16.0 0.56331 PF 9.01 21.49 PT 23.62 47 Main Jct Line 2 Counter -Clockwise (Split K-fac=5.67 from DR2) C = 120 A 6.0 PT 11.86 42 Split:DR2 F 16.0 PE 0.00 41 14.4 1.61 4E T 30.0 0.00875 PF 0.26 2.26 A 8.0 PT 12.12 41 DR2 19.8=5.67(12.12)".5 F 4.0 PE 0.00 40 34.1 1.61 1E T 12.0 0.04335 PF 0.52 5.37 A 7.5 PT 12.64 40 DR8 19.9==5.58(12.64)".5 F 0.0 PE 0.00 39 54.0 1.61 T 7.5 0.10126 PF 0.76 8.50 A 5.0 PT 13.40 39 DR2 20.8=5.67(13.401-.5 F 8.0 PE 0.00 38 74.7 1.61 1T T 13.0 0.18494 PF 2.40 11.77 A 114.5 PT 15.80 38 0R2 22.6=5.67(15.80)".5 F 60.0 PE 0.00 37 97.3 1.61 5E 5T T 174.5 0.30125 PF 52.57 15.32 PT 68.37 37 Main Jct C = 120 Solit:DR2 DR2 •FORTDENT 09/12/91 5:11pm Pipe No Line Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements ments Tukwille, WA Remote Area #1 Length Fr Loss (ft) (psi/ft) Flow Dia Fitting (g m) (inch) and Dev 3 Clockwise (Split K-fac=5.63 from DR5) A F 54 16.8 1.61 T A 21.9=5.63(15.09)-.5 F 55 38.6 1.61 T A 74.9=18.89(15.74)-.5 F 56 113.6 1.61 1T 1E T 12.0 0.0 12.0 12.0 0.0 12.0 9.0 12.0 21.0 0.01163 0.05456 0.40133 PT PE PF PT PE PF PT PE PF PT Sheet Press Hyd Vel (psi) Ref (fps) 14.95 54 0.00 0.14 2.64 15.09 55 0.00 0.65 6.09 15.74 56 0.00 8.43 17.89 24.17 57 Line 3 Counter -Clockwise (Split K-fac=5.63 from DR5) A 12.0 PT 14.95 54 F 8.0 PE 0.00 53 5.0 1.61 2E T 13.5 0.00125 PF 0.02 0.79 A 10.0 PT 14.96 53 21.8=5.63(14.96)".5 F 4.0 PE 0.00 52 26.8 1.61 1E T 14.0 0.02775 PF 0.39 4.22 A 4.0 PT 15.35 52 21.9=5.58(15.35)-.5 F 8.0 PE 0.00 51 48.7 1.61 1T T 12.0 0.08369 PF 1.00 7.67 A 11.5 PT 16.36 51 22.8=5.63(16.36) . 5 F 0.0 PE 0.00 50 71.4 1.61 T 11.5 0.17023 PF 1.96 11.26 A 135.0 PT 18.31 50 24.1=5.63(18.31)-.5 F 40.0 PE 0.00 49 95.5 1.61 4E 3T T 175.0 0.29144 PF 51.00 15.05 PT 69.32 49 Line 4 Clockwise ) 58 62.7 1.61 A 173.0 PT F 88.0 PE 8E 7T T 261.0 0.13390 PF PT 27.77 58 0.00 34.95 9.89 62.72 49 23 or -2-S Notes C = 120 Split:DR5 DR5 6L3 Main Jot C = 120 Split:DR5 DR5 DR8 CR5 DR5 Main Jct C = 120 Main Jct Main Jct FORTDENT 09/12/91 5:12pm Sheet Bronze Mechanical Sprinkler Systems hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwille, WA Remote Area #1 ►24 :off 2S Pipe Flow Die Fitting Length Fr Loss Press hyd Vel No (spm) (inch) end Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line 5 Clockwise ) C = 120 A 186.5 PT 29.26 61 Main Jct F 88.0 PE 0.00 61 58.3 1.61 12E 5T T 274.5 0.11679 PF 32.06 9.18 PT 61.32 49 Main Jot Line 6 Clockwise ) C = 120 A 157.5 PT 31.96 64 Mein Jct F 48.0 PE 0.00 64 64.8 1.61 6E 3T T 205.5 0.14208 PF 29.20 10.21 PT 61.16 49 Main Jct Line 7 Clockwise ) C = 120 A 151.5 PT 32.27 67 Main Jot F 40.0 PE 0.00 67 66.2 1.61 4E 3T T 191.5 0.14794 PF 28.33 10.43 PT 60.61 49 Main Jct Line 8 Clockwise ) C = 120 A 117.0 PT 32.84 70 Main Jct F 24.0 PE 0.00 70 75.7 1.61 2E 2T T 141.0 0.18964 PF 26.74 11.93 PT 59.58 49 Main Jct Line 9 Clockwise ) C = 120 A 69.0 PT 32.89 73 Main Jct F 18.0 PE 0.00 73 65.5 1.38 2E 2T T 87.0 0.30679 PF 26.69 14.04 PT 59.58 49 Mein Jct .FORTDENT 09/12/91 5:12pm Sheet 2S op 25 Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwilla, WA 'ertute Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gem) (inch) and Dev (ft) (psi/ft) (psi) Ref (fas) Notes Bulk C = 120 A 61.0 PT 69.32 49 Grid Jct 790.2=94.91(69.32).5 F 69.0 PE 0.00 75 790.2 4.26 3VE 2VT T 130.0 0.12713 PF 16.53 17.79 PT 85.84 76 To of Riser Riser 75.0 gem = Hose 76 865.2 4.26 Under ground 77 865.2 Under ground C = 120 A 10.0 PT 85.84 76 To of Riser F 29.0 PE 10.26 (EL= 23.70 ft) 1ALV T 39.0 0.15035 PF 5.86 19.48 PT 101.96 77 B.O.R. C = 140 A 70.0 PT 101.96 77 B.O.R. F 51.2 PE 0.00 6.14 3UE 1UT1 T 121.2 0.01913 PF 10.77 9.39 1608 = 8.45# 1808 1GV PT 112.73 78 Supply Jct A 160.0 PT 112.73 78 500.0 gem = Hose F 42.0 PE 0.00 78 1365.2 8.27 2UEE 1UT1 T 202.0 0.01042 PF 2.10 8.16 1GV PT 114.83 79 C = 140 B.O.R. Reply Jct Available flow et 114.83 psi is 3116.9 gem which is 1751.7 gem from curve. Ri,ply pressure available with 1365.2 gem flowing is 122.79 psi, thus system requirement is 7.96 psi below supply curve. (6.5%) P . 0 1 CASCADE SPRINKLER DESIGN 23220 MAPLE VALLEY / BLACK DIAMOND RD. SE MAPLE VALLEY, WA 98038 FAX 6 206-412-0953 204,432.0938 FIRE/ROTECTIOIY FACSIMILE TRANSMITTAL SHEET DATE t I TO: TuKwtt.Az c't(ZE DEPT. ATTENT I ON s AV t 'til 1 A,y (61.5 -4 4'el) REt Foal �e N r -r PALES TO FOLLOW MESSAGE: r4 F' Loc w c kr4 fat, ti - t PruLLc_ c.uLATO,K ARE BE IN4 So 8M I TTT. UT/ L R t >J4 E E X lSZ u1/44 14" e to LINES - -rR1,4 t TSE GyLAT Lois St -.tow A VE ay Co N SE rzvAtTc ve 2 z . SS P't Cos.fiIorl �3ELo i Tt4 .10/ fk(1.4k SI_E LP• r -g.. Sty PFI1/41. L 211 E~ w QksJz./_L__1.dk4 Cwt CuSteiCoN, PLE AS E CO kirIN - 'ago N z,.e -1,G# N tc ik �. Fitz.fk.14y Fu le:MeR. Pe gm CC c ( Iu Ptct4u p N Pore.awe-Tto!v. LeE- r .- 1 1 1f 1 V i 6 L 4 - J • Y HYDRAULIC CALCULATIONS Job_ Fort Dent 2 Tenant Improvements Tukwi l la. WA Authority having Jurisdiction Density._. .. _ ._ Area cit Application__ Coverage per Sprinkler ._ System type.. Wet 00, _ ., Factory Mutual 0.13 tips& / s<:r . t t. . ,_ 3000 square feet _._130 Sheet I ot23 Date 10/02/91 Job: FORTOEN2 Hose 75.0 ppm Inside Hose/ 500.0 ppm Outsid+a Hose Water Supply 125.00 psi Static, 1.09.00 pai Residual 2 3982.0 GPM Demand _ _ B0.23 psi 2 852.7 ppm m B.O.R. 92.98 psi 0 1352.7 gpm Q Supply 122.83 psi available 2 1352.7 apm Demand is below curve by 29.85 psi ammummmumm Sprinkler•u _,. 1/2" FOk7UEN2 LU/02/91 5:45Pm Pressure (PSI) r 0 a p._.� i. t.:T._r • 1 1 1 , 0,43 Sheet 3 offs Description of Fitting abbreviations Cade Description T Tee Ninety degree elbow VT Victeulic tee VE Victaulic ninety degree elbow ALV Alarm valve 508 S ackf low : Febco Model 806Y0 GV Gate valve UF: Underground ASCA ninety degree elbow UEE Underground ASCA forty five degree elbow U1 1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description DR Drop 8L Branch Line PT Total pressure PE':' Pressure loss due to elevation changes PF Pressure loss due to friction . 5 Raised to the power of .5 (Square Root) A Actual pipe length Fitting equivalent pipe length T Total pipe length 3- y i 1 M : . . L . P . la1 5 FORTUEN2 -10/02/91 5:480m Sheet 4 0401 Sprinkler Systems Hydraulic Flow Ca1cu18tions Fort Dent 2 Tenant Improvements Tukwille, WA Raw data previous to any calculations No. Code tinus 1 DR1 2 DR2 3 0R3 4 DR4 5 DR5 6 DR6 7 DR 7 8 DR8 9 DR9 10 BL1 11 8L1 12 BL1 13 BL1 14 BL1 15 BL2 16 BL2 17 BL? 18 BL2 19 BL3 20 BL3 21 6L3 22 BL3 23 GP 24 GL1 25 GL1 26 GL1 27 GL1 28 GL1 29 GL1 30 GL1 31 GL1 32 GL1 33 GL1 34 GL1 35 GS 36 GP 37 GL2 38 GL2 39 GL2 40 GL2 4.1 GL2 42 GL2 43 GL2 44 GL2 45 (AL2 46 GL2 Diem Length Beg End Nd Kf9c1 Kfmc2 Press Elev 1.049 2.0 0 1.049 1.8 0 1.049 1.5 0 1.049 2.1 0 1.049 1.8 0 1.049 1.5 0 1.049 2.1 0 1.049 1.8 0 1.049 1.5 0 1.380 10.0 0 1.380 7.0 0 1.380 8.0 0 1.610 7.0 0 :1.610 1.5 0 1.380 10.0 0 1.380 10.0 0 1.380 12.0 0 1.610 3.5 0 1.380 6.0 0 1.380 8.0 0 i.380 12.0 0 1.610 3.5 0 3.260 1.5 37 1.610 79.5 24 O 5.55 O 5.55 0 5.55 O 5.55 O 5.55 O 5.55 O 5.55 O 5.55 O 5.55 O DR2 O DR2 O DR5 O DR5 O DRS O DR2 O DR2 O DR2 O DR2 O DRS O DR5 O DRS O DRS 81 25 N DR2 1.610 8.0 25 26 1.610 15.0 26 27 1..610 5.0 27 28 1.610 10.0 28 29 1.610 4.0 29 30 1.610 8.0 30 31 3..610 8. 0 31 32 1.610 8.0 32 33 1.610 6.0 33 34 3.610 6.5 34 35 3.260 3.260 3..610 1.610 3.610 1..610 1.610 1..610 2.610 1.610 1.610 1.610 N N N N N N 1 N N N DR2 DR2 DR2 DR2 DRS DR5 DR5 DR5 DR5 BL1 1.0 35 85 N 8.0 49 82 114.5 37 38 N DR2 5.0 38 7.5 39 8.0 40 14.0 41 6.0 42 8.0 43 12.0 44 12.0 45 8.0 46 39 N DR2 40 N DR2 41 N DR8 42 N DR2 43 N DR2 44 N DR2 45 N DR2 46 N DR2 47 N 8L2 7.00 7.00 7.00 7.90 7.90 7.90 9.30 9.30 9.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.00 - 1.80 -1.50 - 2.10 -1.80 -1.50 - 2.10 -1.80 - 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 23.70 Hose NW Vel Fit 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 20 1T 20 1T 20 1T 20 1T 20 1T 20 1T 20 1T 20 1T 20 1T 20 20 2E 20 20 20 1T 20 20 2E 20 20 1T 20 20 20 :20 1T 20 20 8E, 3 T 20 20 1E 20 1l 20 20 20 20 20 20 20 1T,le 20 20 20 5E,ST 20 1T 20 20 1E 20 4E 20 20 20 20 20 1T ;)RW0EN2 10/02/91 5:49pm Sprinkler Systems Hydraulic Flow Gialoulations Fort Dent 2 'Tenant Improvements Tukwi l 1a, WA Sheet of73 Raw data previous to any Calculations o. Code Diam Length Seg End Nd Kfacl K1'c2 Press Elev Hose HW Vel Fit i ngu 47 Gb 3.260 5.0 47 86 N 48 GP 3.260 2.0 48 49 N 49 GL3 1.610 135.0 49 50 N DR8 50 GL3 L.610 11.5 50 51 N DR5 t.1 GL5 1..610 4.0 51 52 N DR5 52 GL3 1.610 10.0 52 53 N DR8 t3 GL3 1.61U 5.5 53 54 N DRS 54 GL3 1.610 12.0 54 55 N DR5 55 GL3 1.610 12.0 55 56 N DRS 56 GL3 1.610 9.0 56 57 N 8L3 57 GS 3.260 19.5 57 87 N S8 GL4 1.610 173.0 58 59 N 59 GP 3.260 9.0 59 48 N 60 G5 3.260 2.5 58 88 61. GLS 1.610 186.5 61 62 N 62 GP 3.260 14.0 62 83 N 63 GS 3.260 28.0 61 64 64 GL6 1.610 157.5 64 65 N 65 GP .5.260 2.5 65 62 N 66 GS 3.260 4.0 64 89 67 GL7 1.610 151.5 67 68 N 68 GP 3.260 2.0 68 84 N 69 GS 3.260 16.0 67 70 70 GL8 1.610 117.0 70 71 N 71 GP 3.260 26.0 71 68 N 72 G5 3.260 5.0 70 90 73 GL9 1.380 69.0 73 74 N 74 GP 3.260 0.5 74 71 N 75 BU 4.260 61.0 48 0 76 RI 4.260 10.0 0 0 8U 77 UG1 t..135 70.0 0 0 RI 78 UG1 8.265 160.0 0 0 80 GP 3.260 y.0 80 24 N 81 GP 3.260 1.5 81 80 N 82 GP 3.260 4.0 82 37 N 83 GP .',..260 1.0 83 59 N 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 1T 0.00 23.70 0.0 120 20 4E,3T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 1T 0.00 23.70 0.0 120 20 1E 0.00 23.70 0.0 120 20 2E 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 1T,1E 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 8E, 7T 0.00 23.70 0.0 220 20 1. T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 12E,5T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 2VE 0.00 23.70 0.0 120 20 6E, 3T 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 4E, 3T 0.00 23,70 0.0 120 20 0.00 23.70 0.0 120 20 2VE 0.00 23.70 0.0 120 20 2E,21 0.00 23.70 0.0 120 20 1T01VE 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 2E, ;2T 0.00 23.70 0.0 120 20 0.00 0.00 0.0 120 20 3VE,2VT 0.00 23.70 75.0 120 20 1ALV 0.00 0.00 0.0 140 20 30E,1UT1,1808,1(V 0.00 0.00 500.0 140 20 2UEE,1UT1,1GV 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 0.00 23.70 0.0 120 20 FORTDEN2 10/02/91 5:50pm Sheet 46 of2S No. Code tinge Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Xmprovements Tukwille, WA Raw data previousl to eny calculations Diem Length Beg End Nd Kfne:1 Kfac2 Press Elev Moue HW Vel Fit. 84 uP 3.260 12.0 84 65 85 GP 3.260 9.5 8$ 47 16 GP :5.260 3.0 86 57 87 GP 3.260 8.5 87 58 88 GP 3.260 13.5 88 61 89 GP :5.260 4.0 89 67 90 GP .1.260 5.0 90 73 92 GL 1.442 210.0 80 85 93 GL 1.442 190.0 81 86 94 GL 1.442 172.0 82 87 --15-G17.- 1.442 168.0 83 88 96 GL 1.442 158.0 84 89 97 GL 1.442 134.0 74 90 N N N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.70 23.70 23.70 23.70 23. 70 23.70 23.70 0.00 0.00 0.00 0.00 0.00 0.00 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 0.0 120 20 20 20 20 20 20 20 2U 6E,4T 20 6E,4T 20 6E,4T 20 6E,4T 20 6E,4T 20 6E,4T FQRTDEN2 10/02/91 5:50pm Sheet.) of Z) SI Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant improvements Tukwilla, WA Pipe Flow Dia Fitting Length Fr Loss Press HYd Vol No (gc'm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C e 120 A 2.0 PT 7.00 1 14.7 =5.55(7.00) '• .5 F 5.0 PE -0.87 (EL* •2.00 ft) 1 14.1 1.05 1T T 7.0 0.07347 PF 0.5.1 5.45 PT 6.65 2 Bl Sot K- facctor for drop 1 = 14.7/(6.65) . 5 = 5.70 Drop 2 A 1.8 PT 7.00 2 14.7“5.55(7.00)..5 F 5.0 PE -0.78 2 14.1 1.05 1T T 6.8 0.07347 PF 0.50 PT 6.72 10 C a 120 (EL* -1.80 ft) 5.45 81 Jot K -factor for drop 2 a 14.7/(6.72)".5 * 5.67 at HYd Ref Pts 10 11 15 16 17 18 24 25 26 27 28 37 38 39 41 42 43 44 45 Orop 3 11111MIMIMINIn A 1.5 PT 7.00 3 14.1;5.55(7.00) . 5 F 5.0 PE -0.65 3 14.1 1.05 1T T 6.5 0.07347 PF 0.48 PT 6.83 4 K -factor for drop 3 = 14.7/(6.83) .5 m 5.63 C a 120 (EL* -1.50 ft) 5.45 81 Jot Dr•'•oP 4 C = 120 ......mimiu A 2.1 PT 7.90 4 15.6=5.55(1.90)".5 F 5.0 PE -0.91 (EL= 2.10 ft) 4 15.6 1.05 1T T 7.1 0.0827.7 PF 0.58 5.79 PT 7.57 5 81 JGt K -factor for drop 4 15.6/(7.57)".5 m 5,67 Drop 5 C ■ 120 ........." A 1.8 PT 7.90 5 15.6w5.55(7.90)..5 F 5.0 PE -0.76 (EL= -1.80 ft) 5 15.6 1.05 1T T 6.8 0.08217 PF 0.56 5.79 PT 7.68 12 Si Jct K factor for drop 5 Q. 15.6/(7.68)'.5 m 5.63 at. Hrd Ref Pts 12 13 14 19 20 21 22 29 30 31 32 33 5U 51 53 54 55 FQRTOEN2 .10/02/91 5:50pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant improvements Tukwilla, WA Pipe Flow bid Fitting Length Fr Loss Press Hyd Vel Notes (Ppm) (inch) sand Dev (ft) (.psi/ft) (Psi) Ref (fps) ,;. C 120 pr'"up 6 PT 7.9() b A 1.5 I ;""'"'� 5.0 PE -0.65 (ELI 1.50 f t ) li,.b«b. 55(7. 90) .5 F5.79 6 15.6 1.05 1T T 6.5 0.08217 0.53 PT 7.78 7 el Jot Sheet Of 123 K factor for drop 6 115.6/(7.78) .5 c 5.59 C 120 'Drop 7 A 2.1 PT 9.30 7 �""�'�""" 5.0 PE •-0.91 (E L R -2.10 f t ) ` 1b.9�=5.55(9.301 .5 F 6.2$ 7 16.9 1.05 1T 1 7.1 0.09556 PF 0.68 Bl Jct PT 9.07 8 K- fswtOr for droP 7 a 3.6.9/(9.07)-.5 as 5.61 t Dr'•r,t, 8 Ir' ama...aal" A 1.8 PT 9.308 F x 16.9 25.55(9. 303. . 5 F 5.0 PE -0.73 8 16.9 1.05 1T T 6.8 0.09556 PT 0.15 40 K• factor for drop 8 ¢ 16.9/(9.17)'.5 = 5.58 at Hid Ref Pts 40 49 52 C 120 (ELI -1.80 ft) 6.28 Bl Jct C : 120 prop 9 A 1.5 PT 9.30 9 .............m F' 5.0 PE •-0.65 (ELI -1.50 f t ) 9 16.9 1.05 1T T 6.5 0.09556 PF 0.62 6.28 al Jct PT 9.27 10 K• fa•:tor for drOP 9 = 16.9/(9.27)'.5 * 5.55 T"T- , r; 'UR'TDEN2 - 10/02/91 5:51pm 3 - 9 1 THU 9 : 26 C . S . D . • Sprinkler Systems Hydraulic F1oW Ce1Culeations Fort Dent 2 Tenant Improvements Tukwillrt, WA Pipe Flow Dia Fitting Length Fr Loss ii No (gpm) (inch) and Dev (ft) (psi/ft) t;� r anchl i ne No. 1 A 14.7.15.67(6.721-.5 10 14.7 1.38 T A 14.935.67(6.91)".5 F' 11 29.6 1.38 2E T A 1b.8a5. 63(7. 83) ' . 5 12 4b.4 1.38 T A 17.035.63(9.08)-.5 62.3 1.61 T A 17.835.63(10.01)..5 F iT T 14 80.1 1.61 10.0 0.0 10.0 7.0 6.0 13.0 8.0 0.0 8.0 7.0 0.0 7.0 1.5 8.0 9.5 K ta‹.tor for branchline no. 1 ' it.tanchl ine No. 2 14.7,35.67(6.72) .5 1a 14.7 1.38 A T A 14.935.67(6.90..5 29/.6 1.38 2E r A 16.1 5.67(8.05) .5 45.7 1.38 T A 17.985.67(9.94)".5 63.6 1.61 1T T 10.0 0.0 10.0 10.0 6.0 16.0 12.0 0.0 12.0 3.5 8.0 11.5 0.01936 0.07073 0.15573 0. 13230 0.21061 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Sheet q ore 3 Press HYd Vel (Psi) Ref (fps) Notes C = 120 6.72 10 DR2 0.00 0.19 3.15 6.91 11 0R2 0.00 0.92 6.35 7.83 12 DRS 0.00 1.25 9.73 9.08 13 DRS 0.00 0.93 9.82 10.01 14 DR5 0.00 2.00 12.63 12.01 34 Cross mein .lot 80.1/(12.01)".5 s 23.12 0.01936 0.07073 0.15783 0.13723 PT PE PF PT PE PF PT PE PF P7 PE PF PT K fa,,.tor for br'anchline no. 2 = 63.6/(11.52) 6.72 15 0.00 0.19 6.91 16 0.00 1.13 8.05 17 0.00 1.89 9.94 18 0.00 1.58 11.52 46 ".5 18.74 3.15 6.35 9.80 10.02 C : 120 0R2 DR2 DR2 DR2 Crosti main Jct 'ORTDEN2 10/02/91 5e510m Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Irnprovements Tukwilla, WA Sheet (0 of `E? ;►.pe Flow Ulm Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Deav (ft) (psi/ft) (pal) Ref (fps) ranohline No. 3 Notes C K 120 A 6.0 PT 7.6+5 19 DR5 1rd.6 5.63(7.68) . .5 P 0.0 PE 0.00 19 15+.6 1.38 T 6.0 0.02161 PF 0.15 3.35 A 8.0 PT 7.81 20 DR5 15.745.63(7.81)'.5 F 0.0 PE 0.00 i,20 31.3 1.38 T 8. 0 0.07852 PF 0.64 6.72 ` A 12.0 PT 8.44 21 ORS 16.4-,5.63(8.44)-.5 F 0.0 PE 0.00 21 47.7 1.38 T 12.0 0.17076 PF 2.03 10.23 A 3.5 PT 10.49 22 DRS 18.2,x5.63(10.49) .5 F 8.0 PE 0.00 1422 65.9 1.61 1T T 11.5 0.14672 PF 1.64 10.39 PT 12.17 56 Cross mein Jot r.. K- faotor for branohi ine no. 3 r 65.9/(12.171-.5 * 18.89 C►RTDEN2 10/02/91 5:52pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwi 11aa, WA Grid Node Detail Remote Are #1 Discharge Pressure Outlet Node Nam) ) 1,2111;22/Z.4:411PIWOMIONNUIPMP m111.460014011114 L24 37.4 43.42 25 19.7 12.12 26 18.8 10.99 E27 17.5 9.57 ` 2a;3 17.3 9.30 1 29 17.1 9.26 'i ►U 17.1 9.25 31 17.3 9.42 32 17.7 9.90 33 18.5 10.84 .34 80.1 12.01 35 - 25.53 .37 .37.5 43.64 38 19.9 12.34 49 18,8 11.04. 40 18.3 10.71 41 18.4 10.57 42 18.4 10.58 43 18.5 10.68 44 18.9 11.12 65 20.1 12.51 46 72.4 14.91 47 25.70 48 (777.7) 48.22 49 37.3 44.70 50 21.8 15.01 51 21.1 14.01 52 20.6 13.64 53 20.8 13.60 54 20.8 13.70 `,AJ 21.2 14.21 56 74.3 15.47 `=7 - 26.18 58 29.25 azo 9 45.39 61 - 30.26 62 - 44.47 64 32.15 65 44.35 67 32.37 68 43.93 70 32.76 71 43.23 73 - 32.79 74 43.23 80 43.56 81 1..1. rq (psi) K-Vaalue Source Sheet 012:141; Elevation (ft) Comments Ka Ka K■ Ka Ka Ka K�► K= 5.67 5.67 5.67 5.67 5.67 5.63 5.63 5.63 K= 5.63 K= 5.63 K=23. 12 DR2 DR2 DR2 DR2 DR2 DR5 DRS DRS DR5 DR5 BL1 K= 5.67 DR2 Ka 5.67 DR2 K■ 5.67 DR2 Ka 5.88 DR8 Km 5.67 DR2 Ka 5.67 DR2 Ka 5.67 DR2 K■ 5.67 DR2 Ka 5.67 DR2 Ka18.74 BL2 Feed act Ka 5.58 DR8 Ka 5.63 DR5 K= 5.63 DRS Ka 5.58 DR8 Ka 5.63 DRS Ka 5.63 0R5 K= 5.63 DR5 Ka18.89 BL3 23.70 23.70 23.70 23.70 23. 70 23.70 Split: Line 1 23. 70 23.70 23.70 23.70 23.70 23.70 23.70 23. 70 23.70 23.70 23.70 Split: Line 2 23.70 23. 70 23.70 23. 70 23.70 23. 70 23.70 23.70 23.70 23.70 23.70 23.70 Split: Line 3 23.70 23. 70 23. 70 23.70 23.70 23.70 23.7U 23.70 23.70 23.70 23. 70 23.70 23. 70 23.70 23. 70 23.70 23.70 ORTOEN2 10/02/91 5:53pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwi l laa. WA Grid Node Detail Remote Are *l Sheet (Ilf2U Disc..her've Pressure Outlet Elevation ` u'Node (ppm) (psi) K -value Source (ft) ro.mo MMI111 wwwComment. s {� ....mss,.. , i,) t34 --- --'43....97 _ _. _ � ... _ 23.70 85 25.58 23.70 86 26.03 23.70 A,, 87 28.42 23.70 88 29.44 23.70 89 32.28 23.70 ;''? 9U - 32.78 23.70 ,... - - . .. ar r. . S 0 1... . P . L . *F0RT0EN2 10/02/91 5 : 53pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant improvements Tukwillaa, WA Grid Pipe Detail Remote Area i#i F . 1 4 Sheet(30rZ'3p Actual Total Elev Fric Fric Press Press ipe Uir,m Len Len Head Flow Loss Loss Vel Nodes @ Bed 01 End Q. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Bee End (Psi) (Psi) 23 3.26 1.! 1.5 0.00 -188.0 0.0329 0.05 7.2 37 81 43.64 44.59 24 1.61 74.5 135.5 0.00 .-84.2 0.2311 31.31 13.3 24 25 43.42 12.12 Fits 56.0 8E 3T 2".. 1.61 8.0 8.0 0.00 •-64.5 0.1410 1.13 10.2 25 26 12.12 10.99 26 1.61 15.0 19.0 0.00 -45.7 0.0746 1.42 7.2 26 27 10.99 9.57 Fit= 4.0 1E 27 1.61 5. 0 9.0 0.00 28.2 0.0305 0.27 4.4 27 28 9.57 9.30 Fitr 4.0 1E 28 1.61 10.0 10.0 0.00 -10.9 0.0052 0.05 1.7 28 29 (0.30 9.24 29 1.61 4.0 4.0 0.00 6.2 0.0019 0.01 1.0 29 30 9.24 9.25 30 1.61 8. 0 8.0 0.00 23,4 0.0215 0.17 3.7 30 31 9.2i) 9.42 31 1.61 8.0 8.0 0.00 40.6 0.0599 0.48 6.4 31 32 9.42 9.90 32 1.61 ti. U 8.0 0.00 58.3 0.1171 0.94 9.2 32 33 q. 9w 10.84 33 1.61 6. 0 6.0 0.00 76.9 0.1950 1.17 12.1 33 34 10.84 12.01 114 1.61 6. b 18.5 0.00 157.0 0.7307 13.52 24.) 34 35 12.01 25.53 Fit' 12.0 1T 1E 3.26 1.0 1. 0 0.00 157.0 0.0235 0.02 6.0 35 85 25.53 25.5.5 � 36 3.26 8.0 8.0 0.00 -331.8 0.0940 0.75 12.8 49 82 44.7() 43.95 37 1.61 114.5 174.5 0.00 -73.5 0.1794 31.30 11.6 37 38 43.64 12.34 Fit= 60.0 5E 5T 38 1.61 5. 0 13.0 0.00 -53.5 0.0999 1.30 8.4 38 39 12.34 11.04 Fit= 8.0 1T 'I.. 39 1.61 1. 5 7.5 0.00 -34.7 0.0448 0.34 5.5 39 40 11.04 10.71 V4. 40 1.61 8.0 12.0 0.00 •-16.4 0.0112 0.13 2.6 40 41 10.71 10.57 Fite 4.0 lE 41 1.61 14. 0 30.0 0.00 2.0 0.0002 0.01 0.3 41 42 10.57 10.58 Fit 16.0 4E 42 1.61 6. 0 6.0 0.00 20.4 0.0168 0.10 3.2 42 43 10...8 10.68 43 1.61 U.0 8.0 0.00 39.0 0.0555 0.44 6.1 43 44 10.68 11.12 rl0 o 7. 9 0.1154 1.38 9.1 44 45 1 1 . 1 2 12.51 's 46 12.r..1 14.91 Sprinkler Systems Hydraulic Flow Ca1CURations Fart Dent 2 Tenant Improvements Twkwille, WA Grid Pipe Detail Remote Ares 01 Actual Total Elev Frio Fric Press Press '3raa Diam Len Len Heed Flow Loss Loss Vel (Psi/Ft) (Psi) (FPs) Beg End � nc! (P�eg � i) (Psi) GEnd apawniMPINIIMMIIPIIIMPORINImisxratefeafrr10101.0~1014whesatioulumzuNimailemoulasisasciii,imipilanatorwiliinlowincleilim lite. �"47» 3.'26» "•. 5 0 ~ 5.0 0.00 274.5 0.0662 0.33 10.6 47 86 25.70 26.03 48 3.:6 2.0 22.2 0.00 -.440.4 0.1587 3.52 16.9 48 49 48.22 44.70 Fit'' 20.2 1T 49 1.6 1 135.0 175.0 0.00 - 71.3 0.1697 29.70 11.2 49 50 44.70 15.01 Fit= 40.0 4E 31 50 1.61 11.5 11.5 0.00 -49.5 0.0864 0.99 7.8 50 51 1!,.01 14.01 51 1.61 4.0 12.0 0.00 -28.4 0.0310 0.37 4.5 51 52 14.01 13.64. Fit= 8.0 17 52 1.61 10.0 14.0 0.00 -7.8 0.0028 0.04 1.2 52 53 13.64 13.60 Fit= 4.0 lE 53 1.61 y.5 13.5 0.00 13.0 0.0072 0.10 2.0 53 54 13.60 13.70 i !.41.61 12.U 1;2.0 U.00 Fit 8.0 2E 33.8 0.0426 0.51 5.3 54 55 13.70 14.21 55 1.61 12.0 12.0 0.00 55.0 0.1050 1.26 8.7 55 56 14.21 15.47 56 1.61 9.0 21.0 0.00 129.3 0.5102 10.71 20.4 56 57 15.47 26.18 Fit= 12.0 1T 1E 5/ x . 2 f , 19.5 19.5 0.00 370.1 0.1150 2.24 14.2 57 8, 25.18 28.42 58 1.61 17.5.0 261.0 0.00 41.3 0.0619 16.15 6.5 58 59 29.25 45.39 Film 88.0 8E 7T 4.26 1.0 29.2 0.00 337.2 0.0968 2.82 13.0 59 48 45..59 48.22 Fit= 20.2 1T .0 3.26 2.5 2.5 0.00 295.9 0.0760 0.19 11.4 58 88 29.25 29.44 61 1.61 186.5 274.5 0.00 37.5 0.0518 14.21 5.9 61 62 30.26 44.47 Fit= 88.0 12E 57 c,:.. :'%.26 14.0 14.0 0.00 262.3 0.0608 0.85 10.1 62 83 44.47 45.32 63 3.«5 28.0 41.4 0.00 224.8 0.0457 1.89 8.6 61 64 30.26 32.15 Fitm 13.4 2VE } bf 1.61 157.5 205.5 0.00 40.4 0.0594 12.20 6.4 64 65 32.15 44.35 fit 48.0 6E 3T 6b 4.26 2.5 2.5 0.00 224.8 0.0457 0.11 8.6 65 62 44.35 44.47 66 3.26 4.0 4.0 0.00 184.4 0.0317 0.13 7.1 64 89 32.15 32.28 r. mel 40.8 0.0603 11.55 6.a 67 68 32.37 43.93 o, 43.93 43.97 ' 59 OR UEN2 10/02/91 5:54pm Sheet'Fon Sprinkler Systems Hydraulic Mow Calculations Fort Dent 2 Tenant improvements Tukwilla, WA Grid Pipe Detail Remote Area #i1 ;lige Uir.m o. (ir ch ) r� 71 3.26 26.0 52.9 0.00 114.4 0.0131 0.69 4.4 71 68 43.23 43.93 Fit,' 26.9 1T 1VE 72 .3.26 ,).0 5.0 0.00 68.8 0.0051 0.03 2.6 70 90 32.76 32.78 73 1.38 69.0 87.0 0.00 39.4 0.1200 10.44 8.5 73 74 32.79 45.23 � Fitz 18.0 2E 2T 74 3.2t. 0.5 0.5 0.00 68.8 0.0051 0.00 2.6 74 71 43.23 43.23 Actual Total Elev Fric Fric Press Press Len Len Head Flow Loss Loss Val Nodes a Begs a End (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(FP$) Beg End (Psi) (Psi) 80 3.26 9.0 9.0 0.00 -121.6 0.0147 0.13 4.7 80 24 43.56 43.42 a 81 1.26 1.5 1 . 5 0.00 -154.3 0.0228 0.03 5./ 81 80 43.59 43.56 k, J 82 3.26 4.0 4. 0 0.00 -298.9 0.0775 0.31 11.$ 82 37 43.95 43.64 83 3.26 1.0 1.0 0.00 295.9 0.0760 0.08 11.4 83 59 45.32 45.39 ° 84 5.26 12.0 12.0 0.00 184.4 0.0317 0.38 7.1 84 65 43.'17 44.35 85 3.2e) 9.5 9.5 0.00 124.3 0.0153 0.15 4.8 85 47 25.55 25.70 86 3.26 3.0 3.0 0.00 240.8 0.0519 0.16 9.3 86 57 26.03 26.18 87 3.26 $. ! 8.5 0.00 337.2 0.0968 0.82 13.0 87 58 28.4k 29.25 88 4.26 13.5 13.5 0.00 262.3 0.0608 0.82 10.1 88 61 29.44 30.26 49 3.26 4.0 4. 0 0.00 155.2 0.0230 0.09 6.0 89 67 32.28 32.37 90 3.26 5.0 5.0 0.00 39.4 0.0018 0.01 1.5 90 73 32.78 32.79 92 1.44 210.0 262.0 0.00 -32.7 0.0687 18.01 6.4 80 85 43.r.6 25.55 Fits 52.0 6E 4T )6 1.44 190.0 242.0 0.00 •-33.7 0.0726 17.56 6.6 81 86 43.59 26.03 Fitz 52.0 6E 4T 94 1.44 172.0 224,0 0.00 -32.9 0.0693 15.52 6.5 82 87 43.95 28.42 Fitz 52.0 6E 4T 1.44 168.0 220.0 0.00 •-33.6 0.0722 15.88 6.6 83 88 45.32 24.44 Fit= 52.0 6E 4T 96 1.44 158.0 210.0 0.00 -29.2 0.0557 11.69 5.7 84 89 43.97 32.28 IF' i t' 52.0 6E 4T 9% 1.44 134.0 186.0 0.00 -29.3 0.0562 10.45 5.8 74 90 43.23 32.78 Fit,- 52.0 6E 4T ORTUEN2 10/02/91 5.55pm Sheet 141 of230 3prinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenent Improvements Tukwi l lsa► WA Remote Area #1. aNPipe Flow Dina Fitting Length Fr Loss Press Hyd Vel ,`.No (aprn) (irich) And Dev (ft) (psi/ft) (psi) Ref (fps) erimeter• Clockwise Nates (Split K--facm5.63 from DR5) (: _ 120 A 4.0 PT 9.24 29 Remote Split F 0,0 PE 0.00 29 E..2 1.61 T 4.0 0.00186 PF 0.01 0.98 A 8.0 PT 9.25 30 DRS 1/.1 5.63(9.25) .5 F 0.0 PE 0.00 T 8.0 0.02151 PF 0.17 3.68 A 8.0 PT 9.42 31 DRS 17..5-,5.63(9.42) ..5 F 0.0 PE 0.00 T 8.0 0.05994 PF 0.48 6.40 A 8.0 PT 9,90 32 DR5 1/.7-5.63(9.90).5 F 0.0 PE 0.00 T 8.0 0.11707 PF 0.94 9.199 A 6.0 PT 10.84 33 DRS 18.5=%5.63(10.84)".5 F 0.0 PE 0.00 T 6.0 0,19502 PF 1.17 12.11 A 6.5 PT 12.01 34 BL1 80.1-24.12(12.01)'.5 F 12.0 PE 0.00 34 157.1) 1.61 1T IE T 18.5 0.73065 PF 13.52 24.74 A 1.0 PT 25.53 35 F 0.0 PE 0.00 3:'. 157.0 3.26 1 1.0 0.02353 PF 0.02 6.03 A 9.5 PT 25.55 85 k -32.7 = Pine No.92 F 0.0 PE 0.00 T 9.5 0.01527 PF 0.15 4./8 A 5.0 PT 25.70 47 150.3 R. Pipe No.46 F 0.0 PE 0.00 T 5.0 0.06618 PF 0.33 10.55 A 3.0 PT 26.03 86 -33.7 a Pipe No.93 F 0.0 PE 0.00 T 3.0 0.05194 PF 0.16 9.26 A 19.5 PT 26.18 57 129.3 m Pipe No.56 F 0.0 PE 0.00 f•'' `, 7 3 70.1 3. 2E, T 19.5 0.11500 PF 2.24 14.23 . A 8.5 PT 28.42 87 -:52.9 •+ Pipe No.94 F 0.0 PE 0.00 ‘,.117 337.2 3.26 7 8.5 0.09682 PF 0.82 12.96 A 2.5 PT 29.25 58 -•41.3 == Pipe No.58 F 0.0 PE 0.00 1 2.5 0.07602 PP 0.19 11.37 A 13.5 PT 29.44 88 .:'►3. 6 z Pipe No. 95 F 0.0 PE 0.00 88 262.3 3.26 1 13.5 0.06082 PF' 0.82 10.08 A 28.0 PT 30.26 61 -37.5 t Pipe No.61 F 13.4 PE 0.00 t.... 224.6 3.26 2VE 7 41.4 0.04571 PF 1.89 8.64 A 4.0 PT 32.15 64 -40.4 Pipe No.64 F 0.0 PE 0.0(1 T 4.0 0.03168 PF 0.13 7.09 PT 32.28 89 Cont.. next Peg* 30 23.4 1.61 31 40.6 1 . t,1 32 58.3 1.61 76.91 1.61 85 124.3 3.26 47 274.1. 3.26 86 240.8 3.26 • 6(:'J ":e<iti . '4 3. 2b 66 184.4 3.26 1-1 T- - '' 1 1 H 1.! 1 1' FORTDEN2 10/02/91 5:55pm Sheet rtof Spr• inkler• Systems Hydraulic Plow Calcu:.ations Fort Dent 2 Tenant Improvements rukw111a, WA Remote Area Ni Pipe f l'.'w Glia F l t t irig Length Fr Lo5P, Press Hyd Vel No (wpm) (int.h) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes F'c r meter 1..lur H.wl•e• (Continued from Kir^ev1ous pt Sae) C 120 A 4.0 PT 32.28 89 -29.2 = Pipe No.96 F 0.0 PE 0.0(0 8'.) 1Y).2 3.26 T 4.0 0. 02302 PF 0.09 5.96 A 16.0 PT 32.37 67 -40.8 n Pipe No.67 F 13.4 PE 0.00 699 114.4 3.26 2VE T 29.4 0.01310 PF 0.39 4.40 A 5.0 PT 32.76 70 -4r',.6 , Pipe No.70 F 0.0 PE 0.00 /2 68.8 3.26 T 5.0 0.00.511 PF 0.03 2.64 A 5.0 PT 32.73 90 :,,9.3 Pine No.97 F 0.0 PE 0.00 90 39.4 3.26 i' 5.0 0.00182 PF 0.01 1.51 A 69.0 PT 32.79 73 F 18.0 PE 0.00 '7.. 39.4 1.38 2E 21 T 87.0 0.11999 PF 10.44 8.45 A 0.5 PT 43.23 74 2'0.3 _ Pape No.97 F 0.0 PE 0.00 /4 68.8 3.26 T 0.5 0.00511 PF 0.00 2.64 A 26.0 PT 43.23 71 45,6 m. Pipe No.70 F 26.9 PE 0.00 /1 114.4 3.26 1T 1Vl" T 52.9 0.01310 PF 0.69 4.40 A 2.0 PT 43.93 68 40.8 ': Pipe No. 6/ F 0.0 PE 0.00 68 15.2 3.26 T 2.0 0.02302 PF 0.05 5.96 A 12.0 PT 43.97 84 29.2 1, Pir='e No.96 F 0.0 PE 0.00 64 184.4 3. 2'r_. 'F i2.0 0.03168 PF 0.38 7.09 A 2.5 PT 44.35 65 40.4 s. Pipe No.64 F 0.0 PE 0.00 65 224.8 3.26 T 2.5 0.04571 PF 0.11 8.64 A 14.0 PT 44.47 62 37.5 =' Pipe Nc.61 F 0.0 PE 0.00 ,.,;- '262.3 3.26 T 14.0 0.06082 PF 0.85 10.08 A 1,0 PT 45.32 83 :3.';.6 = Pipe No.95 F 0.0 PE 0.00 83 29!).9 3.26 T 1.0 0.07602 PF 0.08 11.37 A 9.0 PT 45.39 59 41.3 Pipe No.58 F 20.2 PE 0.00 59 337.2 3.26 1T T 29.2 0.09682 PF 2.82 12.96 PT 48.22 48 Bulk: Jet • FOR TDEN2 10/02/91. 5:56m Sheet le))72,15, SPr•ir►kler Systems Hydraulic Flew Calculations Fort Dent 2 Tenant Improvements Tukwillo. WA Remote Area #1 Pipe Flow Dia F i t t iris Length Fr Loss Press Hyg Vel No (vs•,rn) (1r -h) and 9ev (ft) (poi,/ft) (psi) Ref (fps)Notes Portme•ter• c.'uu.it.c•r• ;.loc..wi3e (Split K-facz5.63 from DR5) C 120 ...� - - - - A 4.0 PT 9.24 29 Remote Split F 0.0 PE 0.00 28 10,9 1.61 T 10.0 0.00525 PF' 0.05 1./2 A 5.0 PT 9.30 28 DR2 17.47,5.67(9.30) .5 F 4.0 PE 0.00 2/ 28.2 1.61 lE 1 9.0 0.03046 PF 0.27 4.44 A 15.0 PT 9.57 27 0R2 17.6,b.c,i(9.57) .5 F 4.0 PE 0.00 26 45.7 7 1.61 1E T 19.0 0.07458 PF 1.42 7.21 A 8.0 PT 10.99 26 OR2 18.8,5.67(10.99)'.5 F 0.0 PE 0.00 2ti 64_5 1.61 T • -3.0 0.14102 PF 1.13 10.17 A 79.5 PT 12.12 25 DR2 19.7,5.61(12.12)-.5 F 56.0 PE 0.00 24 84.3 1.61 8E 3T T 135.5 0.23105 PF 31.31 13.28 A 9.0 PT 43.42 24 DR2 37.40-5.67(43.42) .5 F 0.0 PE 0.00 80 121.6 3.26 T 4.0 0.01467 PF 0.13 4.67 A 1.5 PT 43.56 80 32.7 Pipe No.92 F 0.0 PE 0.0U 81 154.7. 3.26 T 1.5 0 02280 PF 0.03 5.93 A 1.5 PT 43.59 81 34.7 Pipe No.93 F 0.0 PE 0.00 3 1 513 , 1 3.26 r 1.5 0.03286 PF 0.05 7.23 7.5.!.. .1 1$37 A 4.0 PT 43.64 37 Line 2 3/.5.,'4.67(43.64) .5 F 0.0 PE 0.00 82 299.0 3.26 T 4.0 0.07748 PF 0.31 11.49 A 8.0 PT 43.95 82 32.9 t. Pipe No.94 F 0.0 PE 0.00 36 331 . 8s 3.26 T 6.0 0.09397 PF 0.75 12.75 71.3 it49 A 2.0 PT 44.70 49 Line 3 4/.3i-5.58(44.70) . 5 F 20.2 PE 0.00 48 440.5 3.26 1T T 22.2 0.15866 PF 3.52 16.93 PT 48.22 48 Bulk .f c t •'F'ORTDEN2 1U/02/91 5: 57pm Sheet ri Sprinkler Sys3terns. Hydraulic: Flow Calculations Fort Dent 2 Tenant Improvements Tukwillm. WA Remote Area *1 Pipr• Flow Dia Fitting Length Fr Loss Pre Hyd Vel No (wpm) (inch) and Dev (ft) (Psi/ft) (psi) Ref (fPS) °.z3 Notes (..ire 1 t1c'Lkw:ise (Split K•f +c=5.63 from DR5) C - 120 A 4.0 PT 9.24 29 5plit:OR5 F 0.0 PE 0.00 1.61 T 4.0 0.00186 PF 0.01 0.98 A 8.0 PT 9.25 30 DR5 17.1v25.63(9.25)..5 F 0.0 PE 0.00 T 8.0 0.02151 PF 0.17 3.68 A 8.0 PT 9.42 31 DR5 17.3 5.63(9.42) .5 F 0.0 PE 0.00 31 40.E 1.61 T 8.0 0.05994 PF 0.48 6.40 A 8.0 PT 9.90 32 DRS 17.7=";5. 63 (9. 90) ' . 5 F 0.0 PE 0.00 32 58.3 1.61 T 8.0 0.11707 PF 0.94 9.19 A 6.0 PT 10.84 33 0(:c5 lis. S 5. 63(10. 84) .5 F U. 0 PE 0.00 34 76.9 1.61 T 6.0 0.19502 PF 1.17 12.11 A 6.5 PT 12.01 34 BL1 80 1 • 23.12 (12. 01) - . 5 F 12.0 PE 0.00 34 157.0 1.61 1T lE r 18.5 0.73065 PF" 13.52 24.74 PT 25.53 35 Mein Jct 29 3 l,) 6.2 23.4 1.61 lino 1 Luunter'-C1oekwise (Split K-fac=5.63 from DR5) C 2, 120 A 4.0 PT 9.24 29 5p1it:DR9 P 0.0 PE 0.00 28 10.9 1.61 T 10.0 0.00525 PF 0.05 1.72 A 5.0 PT 9.30 28 DR2 1/.315.67(9.30) . 5 F 4.0 PE 0.00 27 28.2 1.61 lE T 9.0 0.03046 PF 0.27 4.44 A 15.0 F'T 9.57 27 0R2 17.6=:5.67(9.57) .5 F 4.0 PE 0.00 26 45.7 7 1 .61 lE T 19.0 0.07458 PF 1.42 7.21 A 8.0 PT 10.99 26 DR2 16.8b.6/[1(.1.4-0.11) .5 F 0.0 PE 0.00 25 64.5 1.61 T 8.0 0.14102 PF 1.15 10.17 A 79.5 PT 12.12 25 DR2 19.7-5.67112.12) .5 F 56.0 PE 0.00 24 84.3 1.61 8E 3T T 135.5 0.23106 PF 31.31 13.28 PT 43.42 24 Main Jot 1.J 1 - .S - • 1 1 r -i • FORTDEN2 10/02/91 5:57pm Sheet of I Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwi l ita, WA Remote Area *11 Floe Flow Dia Fitting Length Fr Lass Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Lure 2 (;loc�kwiae (Split )C•.faac*5.67 from DR2) C. 120 A 14.0 PT 10.57 41 Split:0R2' F 16.0 PE 0.00 41 `.'.0 1.61 4E T 30.0 0.00023 PF 0.01 0.31 A 6.0 PT 10.58 42 DR2 18.5='5.67(10.58) .5 F 0.0 PE, 0.00 4. 20.4 1.61 T 6.0 0.01682 PF 0.10 3.22 A 8.0 PT 10.68 43 DR2 18.5-5.67(10.68) .5 r 0.0 PE 0.00 43 39.0 1.61 T 8.0 0.05549 PF 0.44 6.14 A 12.0 PT 11.12 44 DR2 18.92%5.67(11.12)'.5 F 0.0 PE 0.00 44 57.9 1.61 1 12.0 0.11537 PF 1.38 9.12 A 12.0 PT 12.51 45 DR2 20.1u5.67(12.51)..5 r 0.0 PE 0.00 45 77.9 1.G1 T 12.0 0.20004 PF 2.40 12.28 A 8.0 PT 14.91 46 BL2 72.4u18.74(14.91)'.5 P 8.0 PE 0.00 46 150.3 1.61 1T T 16.0 0.67410 PF 10.79 23.68 PT 25.7(3 47 Main Jc.t Line 2 C:clunter•Clackwise (Split K- fa►cft5.67 from DR2) C ... 120 e..mmi••mA 14.0 PT 10.57 41 5pl i. t :DR2 F 4.0 PE 0.00 60 1(.. `... 1.61 1E t 12.0 0.01125 PF 0.13 2.59 A 7.5 PT 10.71 40 0R8 18.3..5.58(10.71) . 5 F 0.0 PE 0.00 39 34.7 1.61 1 7.5 0.04479 PF 0.34 5.47 A 5.0 PT 11.04 39 DR2 1.8.9=5.67(11.04)..5 F 8.0 PE 0.00 $3.3 53.6 1.61 1T T 13.0 0.0c)991 PF 1.30 8.44 A 114.5 PT 12.34 38 DR2 19.9-5.67(12.34) .5 F 60.0 PE 0.00 37 73.5 1.61 5E 51 1' 174.5 0.17935 PF 31.30 11.58 PT 43.64 37 Main 3ct FORIDEN-1 10/02/91 5:58pm Sheett 0f1' Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant improvements Tukwilla, WA Remote Area #1 Pip.' Flow Oiesr Fitting Length Fr LObU Press htyd Vel No (wpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fox) Notes Line 3 (.lan„kwise (Split K•-facm5.63 from DRh) C 4 120 A 5.5 PT 13.60 53 Split:DRS F 8.0 PE 0.00 53 1;.0 1 .61 2E T 13.5 0.00722 PF 0.10 2.04 A 12.0 PT 13.7U 54 DR5 20.81=5.63(13.70)'.5 F 0,0 PE 0.00 5/, 33.8 1.61 T 12.0 0.04259 PF 0.51 5.32 A 12.0 PT 14.21 55 DRS 21 . 27 5.83 (14.21) .5 F 0.0 PE 0.00 55 55.0 1.61 T 12.0 0.10496 PF 1.26 8.67 A 9.0 PT 15.47 56 BL3 /4.3118.89(15.47) . 5 F 12.0 PE 0.00 56 129.S 1.61 1T 1E T 21.0 0.51015 PF 10.71 20.37 PT 26.18 57 Mein 3r:.t Line 3 Counter • Clockwise (Split K-facu5.63 from 0R5) C -,• 120 A 5.5 PT 13.60 53 Split:DR5 F 4.0 PE 0.00 52 1.8 1.61 1E T 14.0 0.00284 PF 0.04 1.23 A 4.0 PT 13.64 52 DR8 2U.6;',.58(13.64) .5 F 8.0 PE 0.00 51 28.4 1.61 1T T 12.0 0.03096 PF 0.37 4.48 A 11.5 PT 14.01 51 DR5 1.1=5.63(14-01) .5 F 0.0 PE 0.0t) 50 49.5 1.61 T 11.5 0.08638 PF 0.99 7.80 A 135.0 PT 15.01 50 DRS 21.8-5.63(15.01) .5 F 40.0 PE 0.00 49 /1.3 1.61 4E 3T T 175.0 0.16969 PF 29.70 11.24 PT 44.70 49 Main Jot Line 4 clockwise ) ailitwomprowauweimsamerummaiumerurr A 173.0 PT 29.25 58 F 88.0 Pe 0.00 ¶8 41.3 1.61 8E 7T T 261.0 0.06186 PF 16.15 6.51 PT 45.39 59 C * 120 Main Jct Main , ct PORTDEN2 10/02/91 5:58pm Sprinkler- Systems. Hydraulic. Flaw Calculations Fort Dent 2 Tenant Improvements Tukwilia, WA Remote Area #1 Sheet larof PiPr Flow Dia Fittinv Lerijth Fr Lusa Press Hyd Vel No (Qpm) (inch) and Oev (ft) (psi/ft) (psi) Ref (fps) Line. 5 Clockwise ) A 186.5 PT 30.2o 6X F 88.0 PE 0.00 61 37.1> 1.61 12E ST T 274.5 0.05176 PF 14.21 5.91 PT 44.47 62 Line 6 Clockwise ) 'i" A 157.5 PT 32.15 64 F 48.0 PE 0.Q0 64 40.4 1.61 6E 3T T 205.5 0.05936 PF 12.20 6.37 PT 44.35 65 Line / Clockwise ) A 151.5 PT 32.37 67 F 40.0 PE 0.00 6/ 40.8 1.61 4E 3T 7 191.5 0.06034 PP 11.56 6.43 PT 43.93 68 Line 8 Clockwise ) 70 46.6 1.61 ..ine 9 Clockwise ) 7.; 39.4 1.38 Notes C = 120 Main JCA, Main Jct C = 120 Main Jct Mein Jct C = 120 Mein Jct Mein Jot C = 120 A 117.0 PT 32.76 70 Main Jct F 24.0 PE 0.00 2E 2T 7 141.0 0.07430 PF 10.48 7.19 PT 43.23 71 Mein JLt A 69.0 PT 32.741 73 F 18.0 PE 0.00 2E 27 7 81.0 0.11999 PF 10.44 PT 43.23 74 8.45 C = 120 Main Jct Main Jct OST- 3-"J 1 1 Fiu 'y : o Ca 1.... a . IJ . FORTDEN2 10/02/91 5:59pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Ttnant Improvements Tukwille, WA Remote Area *1 • Sheat 2 5,2 Pipe Flow Lira Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ret (fps) Bulk ........ A 61.0 PT 48.22 48 71%.7112.00(48.22)'.5 F 69.0 PE 0.00 75 777.7 4.26 3VE 2VT T 130.0 0.12343 PF 16.05 17.!1 PT 64.2b 76 Notes C = 120 Grid Jct: Top of Riser Riser C. a 120 ••mow A 10.0 PT 64.26 76 lop of Riser 75.0 gr,m 41 Rose F 29.0 PE 10.26 (EO, 23.70 ft) 76 852.7 4.26 IALV T 39.0 0.14635 PF 5.70 19 19 PT 80.23 77 B.O.W. Under ground C on 14.0 •r -miw--- A 70.0 PT 80.23 77 B.O.R. F 51.2 PE 0.00 7/ 852.7 6.14 WE 1UT1 T 121.2 0.01863 PF 10.68 9.25 1BUS ' 8.43# 1808 1GV A 160.0 PT 90.91 78 500.0 r,rpm , Hose F 42.0 PE 0.00 78 1352.7 8 27 2UEE 1UT 1 T 202.0 0.01025 PF 2.07 8.09 1GV PT 92.98 79 Supply Jct Aveilnble flow at 92.98 psi is 5793.8 gpm which is 4441.1 gpm from c,ury . )upi:>1 y pr ous►ur e• available with 1352.7 Qpm t 1owirr9 is 122.83 ps►i, thuu system r•eyuir t motet is 29.85 psi below supply curve. (24.3%) ?5 c 114 .4 -4 .0 11/ • TIMI l•4. 9�.. 430 is 1 L144 1'4 1.10 f r i f t, . E7 .y.1 1.,Q AI l ' i 1 .�;+ 6 :,t • jt! p,l, • is 4 • ;�. it I ' 1 • 1 10. FogrDEttr 2 = EXISTIM4 CMD M_` PLMFLerr GgeffiertiC tr. 1 t 9" 1 fl LJV' • J • •• .11.• • For DENT 2 • PO Box 3932 Seattle WA 98124-3932 206-234-5700 RreComNW,LLC Battery Calculation Work Sheet Project: Global One Lending TI — Fort Dent II Office Building 6840 — Fort Dent Way —1St Floor Tukwila WA 98188 This project consists of a tenant improvement project for an existing fire alarm system. The building is fully sprinklered. This scope of work will include installing a new power supply and signaling devices to the existing fire alarm system. This battery calculation work sheet is for the power supply and it's connected devices. Qty Part # and description Supervised Current mA Alarm Current mA 1 5495 Power supply 75 175 4 P1224MC Horn strobe 0 680 3 S1224MC Strobe 0 279 Subtotal 75 1134 Total battery power hours x24 x.083 Subtotal 1800 94 Safety factor - 10% + 180 + 9 Total 1980 ma 103 ma Total Current Required 2083 ma or 2.1 amps Battery size used: 2ea- 12volt, 7amp PAID NOV -1 2005 Tukwila Fire �zzy IPO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: ERA Realty TI — Fort Dent II Office Building 6840 — Fort Dent Way — Suite 100 Tukwila WA 98188 This project consists of a tenant improvement project for an existing fire alarm system. The building is fully sprinklered. This scope of work will include installing new signaling devices to the existing fire alarm system. This battery calculation work sheet is for the power supply and it's connected devices. Qty Part # and description Supervised Current mA Alarm Current mA 1 5495 Power supply 75 175 4 P1224MC Horn strobe 0 680 3 S1224MC Strobe 0 279 New devices: 2 P1224MC Horn strobe 0 340 2 S1224MC Strobe 0 186 Subtotal 75 1660 Total battery power hours x24 x.083 Subtotal 1800 138 Safety factor -10% + 180 + 14 Total 1980 ma 152 ma Total Current Required 2132 ma or 2.2 amps Battery size used: 2ea - 12volt, 7amp PAID NOV -1 2005 Tukwila Fire 77 Su3mrrOED 3y ' S F $ o55AAD Am1141t N . 'Sc.0 R-1' Y.Vat rotfG a,3toe Safi£ 6zx rnorioot ` x '4/4172..' 3to0 -nil ' w z(o L. c, asti Nrt22Sf-95I c-3 0 a 4 A M /14/ HdR.I4:1` E5 Haw cr4t y 'FORT OFFICE Bi MID SPIV I Forza f 9Wo o :t 14/,.,1.0)9.4) -WITS .20 OP'TI S?A fi lts ISCIPTION AIWA t a r'" IMPINPV e0OR0as 8137E375 •— - 0 Marvin St rennin =WM&AwYoirt Md. ■ R mom o dmwnalawwisr. of 0 Tato.,FraRcolismucnommm s w x x 110. mums war to mus A Tukwil 7Y ACCEPTED 0 Without Comments Er As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform ice with current city standards. Acceptance is subjc ct to errors and omissions which do not authorize uio aUons of adopted stana.ams and or-ainances. -P-1. fe p r)s bitity for the adequacy of design rests toaiiy 1,v t1 tt-ie designer. ``;additions, deletions or n vistornti to these drawings after j this date will void this,.accep ice and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-1 F^o ,- By: // fUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. O(, -F-/13 and exact address for shut• down or restoration approval, 11 f ate- IS' db a�.� .-a.-�.r .-2e0-%-rz Q cu J --t �nf :)3 4 `� J i ! v '-'< _) W • r,, i',7, fl+ ., Cj a 11: 77 • 0 Z CO z^ 1:9 "10 cd (C.0‘ a N ?� 0 to 10 v' • �2 1 c1 2"•'=^ co .rn e N Ctr cm p Zo „1,-, V up -J El \ P L 3 C z. rn -v "c 0 0 ).1 44 I ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and oramances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 9 ( ( (4 (o By: \ _,o ►rVl 7 0 • 1.14: NUL L, • 141 C.31 6 •Sfams‘ti.`• A:nur)!•.testr.: olt4fr.R6 i tacotja- shiotibrAiirlA 'PAN •,--;41'4)1(3434 LI OSF 1i 4,614%. • 1';d . • D„)...7 A ; F'Y • • SUITE 395 6 ; 1111' ' • ' • • :111• 1.11 1, • $1,1l 1.11:1i • 11 , gif kW fil In --N. ream I 1 •. f , Jill '0 1.; ,A -14Z) t,MSkir, PgaltIR, tj L) 1 si..iiat LI ,, t ?T.1:;.1 . ': -.- .... • .-..1 L _._..i_ _ ....., c 9 mu rep ti.) , ,:47-9..9 L. "1"..;....._. _..4, k , I ...___, .. ,---11,' I CI! ll.11 ) —1 IT — -- -" I r,..----1-71-71,–... rt,. -7.-• I" .r_. c , I., • i. i, . . Mt Et r3, 0 Chi rth tig:f1S910. sver,-,11Tst) Sy • Wog -AR_ Arys.a.14",..) INCr 1310 2: Sof It R9 0140040cwr101.1z. -Pit., 14 2.4 LA CA. 14 Pirl'sta 0, 1 S." I La ir PUP POO tIVIR CM VIM WIZ MittNIl 91/csr. - Atic-P1Mt4p WIDI 441/40( kW174.1 CAW 0.11 *1W VIM 04 (Min WO 04, SIM 1,0C1 4.I 1) Kt t‘f SUITE 375. rri j_t.CAS34ta 33riI H1.4 Ili 0.4.4,MoArictetcs. Pkix)1=15' • t CONSTF.UCTION PLAN CV Vrati_idtt litEA i"."—""ito,' : r• V "r , t i ••• PAID -;--'. i:-, -.JUN; 6 2006 itzvvy it7f Tukwila Fire r10. CA IMEIT /CDC 110116 PR 6,4 fIlEinCt vae — ••11 SToi a ‘14 111.43.4 , ki,`• ACCEPTED (]Without Comments E As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform.,.nce with current city standards. Acceptance is subject to errors and omissions which do not authorize vicAations of adopted standards and ordinances. The resper,•;sibility for the adequacy of design rests totally with ir,e resigner. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 6/2 d7%©h By: !tom[u.7P7 0 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 termination of the te-,. r'UKVII A FIRE DEPARTM6M Please call: 575.4402 and give this job and exact address for shut. gown or restoration approval. IVo. Q QG i(- 153266 - r -r 10-4. nF>~ D _- fZEGP • - r ----=----- 01#F CE oFFIC' o f oFFICE (Th 6 ,T P( r x all _ ter -4 1- S To F - STo1 E ALL f IPF �Ct1EtULE yo ALL c�tr✓It�tGS '--o ,_ Ll_ HANGER T Yl'E " n CoNrc�C� FL 00 fZ PLAN ger' ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been - reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will - require a resubmittal of revised drawings. Final acceptance is subject to field- - ins pec9 zn ay a redresentative of this dejx:117,.ent DATE (07- BY: 0 - CITY OF TUKWILA 575-4407 ta`i o" TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. , " - 7 So and exact address for shut- down or restoration approval. CONTRACT NAME. 10E i N G POT DENT I [0$40 c)1.47,9 CFiVTER 7-1-11<W1 a CONTRACT WITH: fbUS HEE AsS - - PO. Qo?c 374, 7 Bat-ZVLJE WA HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A C E F H "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMPw/5TH EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET M N P R MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR T THRR DS 2 - SPRINKLER ORIFICE SIZES AND TYPE 3 7 1 SPRAY 16 8 16 2 UPRIGHT 0 TEE SIZE 1/T SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY DUAN MI( DATE BY S SP GEM F97z /' c CkeM C1MF y3 A OPENING OPENING UP SYMBOL DOWN A O 1- 1/2 A U 1 4 17 32 SPRA Y 3/4- 1/2 1" APPROVALS REQUIRED CITY or -TKWIL_A DISTRIBUTION w J "J" BOLT K SHORT CLIP L "L" ROD Y Z 2 8 6 T SIOEWALL 1 DRY TYPE 2• 4 4 • 1/2 TEMP RATING 3 1/2 165' 212' 286• 350• F s . E < y,,T till TOTAL THIS SHEET y3 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED - 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY {1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. - 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 11 - 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8-- STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE - - - R*1lt.5E. EX 1S -T, SYS TIM TO i E7 %EhENY \AIQLLS. 771 1992 Fire Systems West 1502 PIKE STREET N.W.,-#4- -- AUBURN, WA 98001 (206) 833-1248 WA ST COMT11 LIC 040 FIRE SWI 14081 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO: SHEET !CrLPOIL_ Iok re - 34 1 OF 153266 CY— 441' blikp Ec. OF F4C-E-- -to , 4 oPPICC _ - ---t 4e7 - ;7. - oFFICE 0 0 - - - • 1 1 1 1 mix I F'fc.or-A.Ar1 1 t ALL rtE cHEDULE 110 _ALL cit -ALL HANSER T 1(1"E SINGLE AKrlovEK DETAIL 1.4 Ct. POL45LE AK_MOve-R_ No 5 cok.LZ STC>14114G-- 0 .EIMIk BIEN. • AM111•11. AMMO /1/1••• i•IMM ••••• 0 _ 0 0 0 6 ‘4:3 0 I--/EP.AeY a - 1. 1 1 1 11 1 1-- - 1 1 1- 1 1 FL 0 R PLAN CALE orr-- CY/ &' Rt. 1 1 Tit .4-' 01 CONTRACT NAME ooEt NG PoIKT DENT a bazio 01.47H Cc -ALTER 13 u, TLig WiLA • CONTRACT WITH. fbsHOE Az.3cc-- Csok 371..7 BEtt...ZVLiE" WA' HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP,AVsTRAF EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET M N R T MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUAN MK DATE BY 0 SP GEti F972 - 155 93 A 041-12_ -317_ PE- ct-t-Y f 1NvAd.414.--" WEDGE ANCHOR V 1- 2 4 3 71 - SPRAY 16 8 16 2 17 32 SPRAY 0 OPENING UP SYMBOL OPENING DOWN A 0 1- 3/ 4- 1/2 1 1/2 APPROVALS REQUIRED DISTRIBUTION 1- • 1 CITY or Ty gum LA, w "J- BOLT SHORT CLIP 2 3 7 SIDEWALL 8 16 2 4 1/2 3 1/2 F AE. '1ST E-01.. 44 1- 1 DRY TYPE 2 TEMP. RATING 165* 212* 296* 350' 1.,t)EST 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 11 JOINING OF PIPE ANO FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. Z. 7 OWNER TO PROVIDE ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. TOTAL THIS SHEET 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. k4v , s y,s TEM N kA/Azis TO Fire Systems West 1502 PIKE STREET N.W., #4 AUBURN, WA 98001 (206) 833-1248 WA ST awe* uc NO FIRE SWI 140B1 QUALITY CONTROL 'BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO SHEET g.1 LFe, f /0- 7C33 4 ( Revi ion : A e.e4 C +QI'ff Nisk.-urd3-? c_cA)potncy fl MINIM NuEmrzlizia H NM 1/4 1 f • /1 r3 -r Jf Ii i • JO / ala d 'i + 711a �I aE 1 r1 MINEENOMINIMINIS 11� , -/0 -I0 1111111 111 1 1 5-10 t -t 4- v —1: IM - 4 c!1 • 5 a Afiriargil 11111 111111 • JI1Rl1■ OE CI L1■ MEM 1NM e fl -10 4-10 4°c I/4 -10 • 1 mom "-1111 .• -17 ,1a 1� -10 • I/x 1.- 1 0 !• 0 -1 144 .4 10 • 114 -I� 10 -1 -10 -1-IQ iffiNN L mammaisitaims MINrcIs111111aMIMI= MN inrimiram 1_4 ] .-ia — �'- 0111.11111111 • -tea: 1 :1 9 10 i -10 tt maii lilr!'R�ils 11r Rom.A 1311.061 01 -rD I�. a rzt LKTSTINfa A.S N� _Wok -K H i Y 10 5 O 1/ • N 11rd • 1174 t y .1 1%4 r - OEM 611. mon• 1 mErm r L 1 /2C0.4 ¢ D Ro.S = R k -LT-0 2Z''D ROQ 5- r`. o-ro-E-. ISA rt DRefS- 1"x 2 3TDC:-' E111111 ct G lV 1 tl b ALL I-1r.� 51- t S t �2 1 5 :Milt 44 9II • 1%d U k 111 1 fl FAc'roxr Mi3ruA1. ENGinEE.,RiNa ASSUCjAHii SEATTLE DJSTRICT OFFICE ' "tS ACCEPTED SUBJECT TO OGES i ritt wea wrt� 1 N 7 SMitrAL TED AND CpMME { �. Fir ono -me m e lab le *Warm W FN Om, be been w noe °f this tep u >M11a Meth* AittoAsitt s '� m.t.rmis and leets Cleve been nate Usj, a w aert; l me ;� Association Form 8� or .�t111t q I r1ler, rho ecluivahast 4 •a000ptanos is vo14 it thont gone net weeny tit INN i1Kwr covey/014men on these prim�MOP Athera y• ftst HANGER LEGEND A "U"- HOOK M MACHINE THREADED ROD B COACH SCREW ROD N C D E F P POWDER DRIVEN STUD FITTING LEGEND P PIPE - O - LET SN SHAPED NIPPLE SPRINKLERS USED REVISIONS APPROVALS REQUIRED SNM MANUFACTURER TYPE MODEL Fflkil'SDH CANOPY FINISH ORIFICE THREAD TEivilp crry SIZE SIZE NO DATE BY COMMENTS . c.44 eoNIE UNIVERSAL BEAM CLAMP R EXPANSION BOLT - EYE ROD T U CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET I BRUNING 44-232 GENERAL NOTE: In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout dress protected by a wet pipe sprinkler system and in enclo- sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems. CONTRACT WITH CONTACT PHONE NO. tJOB SITE SUPERVISOR DAT :/' 5' � � f: Ecf,NAN [CAL - JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLB rORT DE NT / LbLin 1 APPROVED FOR FABRICATION BY DESIGNER A .6140P6141 DATE SHEET JOB NUMBER "-••••.- - •1 • 1t• . r . Id t - • !Hi • _ 1r IA • 041_4 -10 ' -10 [ I L 0 1' • 1 -to '1-10 -7-10 . _t • 7 0 • I • 4 ; I 1- - 11 - 10 - 1- I-•I 1/4 -I, 1 - C • re/ , IQ - 9-4 '4 I Y4 5--io • .1 9 I\ / e 11)4 -IQ r- --to I 1> I r- I 1 1 I I t 9 t 1 kel tc * • - 1-10 = 1./4 '-1- - • '9-10 4 11 1 b 14 1-14 '11-4- --to! 1----- - c*. tt o I —____ - r II At 9 - 14. 1441' • I _ - • • • - - ! tY4- -1- 11%4 — 0 nta1 • • - 1.1-10 I • _ I r 1' jit - t F at, t - 9 1 - • t I 4. 0 1-•9 t _ I LZ -4 • 1/11i • 4. 13f110 t IO UKFT-1146.1 . NC IA:Ask". 4 - .,/,‘ • O0, 2.0 22` ‘ 11;. = Y.. 2-0 -roc_ 19-` CAI CUt IFitot\I u\Jc,k 1- IVAt per -4-1 4 to • 1'4 • -1-ID o - :;17-kcj "4 • 14 t FL .57 I r7,1, rT" • 10 1 It 19-4 4/4 -4- t 4 ',-. 1 , - = .riif4!..r. 1•,.,-,-,i \_/ I ; 1 la i 4141i — L+ '. . i -4'3 • , ' 3 + IQL • t ID • TUKWILA FIRE DEPARTMENT Please call: 575-4407 - and give this job 9/ 62-24'7 No. and exact address for shut- down or restoration approval. 44 FACTORY MUTUAL ENGINEERING ASSOCIATION. 11 SEATTLE DISTRICT OFFICE - 4 PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS IN TRANSMITTAL LETTER. FM aPProvad equipment should De usea anti Me instailation shout° conforM to FM recommended goat- ;;Actices. eine. acceptance o' this too et suoject to field exam- ination ano .v:Ii on4 i gnen *nee materiats ano tests nave oeen certified using National Auternat,.. •••10 Pete xnutor Assoctation form 85 of equivalent. A separete >orm shout° oe suomittet u dkICP mei this acceptance es vela it there ore fluorescent Hants ,001 put& Q4„,$1._ipns two „Jewry shown on these prints. Lim Dints Of the FM C011,34116S Is 'ammo to their .nsurance policy coverages. rt•viowext by Vickcv Date _ Vh#204 f014 Afteddis foss SWIMS ACCEPTED AC WITHOUT COMMENTS. 01 AS NOTED IN RED -- - ID PER THE ATTACHED LETTER Thedrawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Deo -L. Additios, deletions or revisions to these drrwin3s after this date will yoi 1 thi; )oseptn 7_3 and will require a resubmittal of re wised drawings. aczeptare is s,J5ject ta fiald- insectbn oy a re,resentative of this dep. rt--_ era DATE- V—q) BY: • _____________ CI IY OF TUKINILA C},3 51.5-440/ 1 44 44 1 SEP 2 7 1991 Lca ..... ••=14• • HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS — APPROVALS REQUIRED A "U" -HOOK MACHINE THREADED ROD PIPE - 0 - LET SYM MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP or NO DATE BY COMMENTS COACH SCREW ROD SN SHAPED NIPPLE 9 5E,-1 C-44 I Li POWDER DRIVEN STUD UNIVERSAL BEAM CLAMP EXPANSION BOLT -- EYE ROD CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP 2 WAY EARTHQUAKE BRACE "L"- ROD TOTAL THIS SHEET 4 GENERAL NOTE: CONTRACT WITH In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in enclo- sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems. CONTACT PHONE NO. 'JOB SITE SUPERVISOR R ki ZL I c: 11--1`;- I'LL nrctokti) k.1 . Z. Bb2- JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLE eor- 1G oRT OENT L-10 Suu LA_Jpr. ciSraS _ APPROVED FOR FABRICATION BY DESIGNER A -64I JOB NUMBER BRUNING 44-232 - - - _ _ • 4 y4 4 - Car 710 • LZP,j 1.1 I c? 0 #6.- ,/-71; 6'- 35. 0 Gig/ — e 1— i • COI ft - 2117 4 v - 1f t�-14 •- GLS 'M fik —1 t7¢ zi•IG h ( ; i '-to ~t=la H 11/4t i — -I .f4 f - i. _• f- u / • -lQ _3-io • _ jj Ifo i�� t�� r, 41 T \t II Il ` i •• 1 - +.— 1<a Fil 0 -fi a' 9I 0 3 1 it:- I__ ( FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO CHANGES INDICATED ANDtrteCOMMENTS IN TRANSMITTAL LETTER. COMMENT$ FM approved equiurnen\ should ue usen no rhe .nstaNetion snout) conform to FM reCommenuec+ goo( -maorfCres- rune. 4cceptanfe KW is subject to ffela exam - intron ants +ver. Or.t,. •. gluer *oar • materla4s Inc tests nave been certif Natrona: Auioma.:,, ago.nice .^n rue .Ontrr•, • q ted using separate w ss04aahon Form 85 of tlquivatertt, A m snoui4 cs summits L. :61;f ,9e, thea 8Cceptanoe is void it there are th+orescenr ngtrtt a done. •us..,c:..o,ts nc• ..erre shown on these prints. LI. iNlity of the cq,) companies es nmlteo co wet. .assurance policy coveraHea. Reviewed by Ode VicLevs SEP 2 7 1991 Jj1:5-1 HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS APPROVALS REQUIRED A B C D E F G H J "U"- HOOK M MACHINE THREADED ROD P PIPE - 0 - LET SYM MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP QTY NO DATE BY COMMENTS COACH SCREW ROD N SN SHAPED NIPPLE p 4 ( e P POWDER DRIVEN STUD UNIVERSAL BEAM CLAMP R EXPANSION BOLT EYE ROD T U CEILING FLANGE SIDE BEAM BRACKET V W X K SHORT CLIP L "L"- ROD BRUNING 44-232 Y Z 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET GENERAL NOTE: In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in enclo- sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems. CONTRACT WITH CONTACT PHONE NO. JOB SITE SUPERVISOR (1-1ANI%AI, ivI L ' yyl 1„( . 1 (?30 31 LJ J J 1 -\ JOB SITE PHONE QUALITY CONTROL BY APPROVED FOR FABRICATION BY PROJECT TITLE I N61 FDR B_.1 T 1 6 3 y0 D 114 CLN1C\ Ulva 1 u K u) 1 1 r t c 'I 41 1 r, DESIGNER DATE SHEET JOB NUMBER I I 1- EXILi SYMBOL LEGEND DENOTES A SPRINKLER HEAD TO BE •RELOCATED: DENOTES A SPRINKLER- HEAD TO BE ADDED. REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. REFLECTED _CEILING PLAN SCALE: 1/8"= ACCEPTED Without Comments (] AsNotedlnRed [j Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omission' which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests tota4 with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: ZS q7 By: 'Walk FIRE DEPARTMENT. Mae call: 575.4407 bad give this job No. 97 5 104 and exact address for shut* down or restoration a' a� Inc. Pa,, %eCechficateo t� LVei �' f'' III 3 . nisSmith 139107-288 1 MGL_Er-,V .:' ii, iI APR 21 1997 Ij Dececo jprrval. KEY PLAN NOT TO SCALE CONTRACT NAME. BOEING /1EtNG 7_69_2 4.810 FORT IDE NT WA Y TUKWILA, WA CONTRACT WITH. GENERAL C O N S T R U C T I O N I? O. BOX Z 1506 SEATTLE,W 98)Zy-os? FILE 1 HANGER LEGEND SPRINKLERS USED GENERAL NOTES DESIGN CRITERIA AND NOTES A -U- HOOK M MACHINE THREADED ROD SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY OUAN B COACH SCREW ROD N TOGGLE NUT E EX. SSP GEM /F972 1/ 2" 155° CHR REC CHR C "C" CLAMP P POWDER DRIVEN STUD ®R SSP GEM/F972. I/Z 155° CHR REC CHR D TOP BEAM CLAMP R WEDGE ANCHOR ©A SSP GEM/F97Z 1/2" 550 C:HR REC CHR E EYE ROD T F FLUSH SHELL U G CEILING FLANGE H SIDE BEAM BRACKET V w K L "J" BOLT SHORT CLIP "L" ROD Mr Y Z TOTAL THIS SHEET 1. ALL MIt,TERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 • PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER rl DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTh1QUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAM LET NO. 13. 4. pin ANGERS ANO METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPIN4 SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINtP G OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. J. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREE4ING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRFS0AA � 3 / O.Sf>2 I. THIS T.I. DESIGNED IN ACCORDANCE WITH NFPA 13 ORDINAR HAZARD OGcUPAN CY. 2. ALL NEW PIPE TO BE BLACK SCH.1O WITFI BLACK CAST IRON FITTINGS. Fire Systems West 219 FRONTAGE RD. N., SUITE B PACIFIC, WA 98047 PHONE (206) 833-1248 FAX (206) 735-0113 WA Si cdNTI► uc No FIRE SVVI 14061 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION 8Y DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO. SHEET JAY B. 4-23- 97 73278 I OF I i /// // --- V V // / / ///// / -"-.1.0•"....---/ / / �///�/ / ��i/I•/ •=.**".. / • •••••••• — - / O � — / / / / / / / ✓ — •.•••••• I - ✓ — ...... -_ - / — ........ - /....... / - — — ••••••••� — .......ami •••••• / - — 1 _ 1I-8 1 8"xB"x8" TEE GV �� _ — — 30- GV 8" DI BLIND FLANGE T I BLOCKING -- PLACE LOCATION I T I MARKER i -8"x5" x6" T 1-6" GV I -5y4 1 • F LEY E ST PLA W- 30 L -30L 6" •I LOC NG 1- 8"x8".6" TEE GV I -5k. MVO FH ASSEMBLY (PER STD PLAN W-6) -8 LF6"DI BLOCKING "x8" 6"TEE' E SPRINKLER VAULT DCVA (PER TD PLAN) - PORT PUMMPER ASSEMBLY 6" DI 1-6" GV gT 90' EL BLOCK! 10' WATER EASEMENT (TYPI 1-61.x8"08" TAPPING TEES VALV •(PER STD PLAN W-71 1-8" GV (FLxMJ) LOCKING 1-2 METER (SEWER EXEMP FOR IRRIGATION w/ fl J -I PROVED BACKFLOW PREVENTION • ex 8a ---W AT ER- E WET WELL =2 1' =16.13 21" CONC) IE=16.23 1-8"x2" TEE 5 L 2" 1-2 METER PER CITY STD'S •_ BLOCKING CONNE T3 EX 2" WATER — — 1-8.. — — — ISS LF 8" DI .1111 11=M1 " C C 18" 50LF 12" DI ▪ 64LF 8" DI 48,}LIND �' ▪ I.— -- -- — — —FLANGE 393 LF 8" PVC SCH 35 S=Q.5% (MAIN EXTENTION)_ — — — SS MH +I l0' SANITARY SEWER EASMENT TYPEI sf). / Get• C / 0 / EXISTING PROFILE I� 1 I� 11 CORE EX. WET WELL 1 1 NO DEBRIS INTO DOWNSTREAM SYSTEM DURING CONSTRUCTION EX. WET WELL RIM EL. = 27.18 I.E. = 16.13 21" SW CONC. 0 N 0 4 V -- ----'\ S.0.5% O M � N w PROPOSED PROFILE 4 1- 1n 393 - 8" PVC S = 0.5% SANITARY SEWER SeALE: HORZ. I" = 20' VERT. NTS I-12"x12"x12" TEE BLOCKING H— ----BB Lo-NDFLANGE THE- SOIXTH•1- ---1 88 L.F. 1- 8112" REDUCER SSMH s 1 RIM = 25.60 I.E. = 18.10 a- CIV --8IOCKIN6-----1 N strueo as oearwng u. �u� ..•, �r liability tor peiwunl 111 has been exercised with respect to that hazards which may fury or damage to property. It is result in loss still exist. 89.011 130" 5 ST TU11 pK.W EVR4' 21sT 51 SW 3T'" ST [.S[h GR[ER�P[l1 NSW 3303 sT Till,APTUR SEG4.E P.^, 3 VICINITY MAP NOTE: I. REFER TO THE CITY OF TUKWILA'S "PUBLIC WATER WORKS CONSTRUCTION AND DEVELOPMENT STANDARDS". CITY OF TUKWILA WATER AND SEWER STANDARDS FOR CONSTRUCTION SHALL APPLY. 2. Water pipe shall be ductile iron, class 52. 3. Water mains shall be a minimum depth of thirty-six (36) inches below road right-of-way, below finished grade. All water mains and services will not be more than six (6) feet below finished grade. All tees, plugs and hydrants shall be provided with reaction blocking. Tierodsor joints designed to prevent movement may also be required. Onsite mixing of concrete is not allowed, redi-mix only. (Ref. Plan W-1 & W-2). All tie -rods -shall be painted with a mituminous coating. 5 All connections shall be made to existing pipes by wet tap. All size on size taps will require a -full cast iron tapping sleeve (mueller type). Where cut -ins are permitted to he made in exist- ing pipes, the work shall be.conducted at such a time and in such a manner as to minimize the interruption of service_ Cut -in time must have prior approval by the City. Necessary pipe, fittings and gate valves shall be assembled at the site ready for installa- tion prior to the shuttin*-off of water in the existing main. Once the water has been shut off, the work shall be prosecuted,vigorously and shall not be halted until the line is restored to service. - The Contractor shall have the responsibility of giving at least 48 -hours notice to the City and affected customers of intention to disrupt service. 6. The developer shall provide the City with 30 days written notifica- tion prior to connection of their side sewerage facilities to the public sanitary lines to allow the City lead time to take the appro- priate measures t'b eliminate or reduce the I & I in the public system. 7. BACKFILL MATERIAL TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D 1557-66T. 8. ALL PIPE BEDDING SHALL BE PER CITY'S STANDARD PIPE BEDDING PLAN, S-8, WITH ALL SANITARY SEWER PIPE HAVING TYPE 2 BEDDING AS SPECIFIED BY THE APWA/WSDOT STANDARD SPECIFICATIONS. 9. BEDDING FOR PVC SEWER PIPE SHALL EXTEND AT LEAST SIX INCHES ABOVE THE CROWN OF THE SEWER PIPE AS SPECIFIED IN THE CITY'S STANDARD PLAN S-8 AND APWA/WSDOT STANDARD SPECIFICATIONS. Require Fire Flow - S=18CA• =18(.6) (60,000)-5 =2645 GPM Credit 50% for sprinklers =1323 -GPM required flow ACCEPTED Measur ❑ WITHOUT COMMENTS. %r:S N..TED IN RED THE ATTAC:ED LETTER The drawings affixed hereto have been regia. -/3 _3/1 i acc� pte1 by the Cityof Tuc , I ; t'i [ ::?..1 ahns, deletions or r I ,.1 ti aft:y this 7111 1 .i r- ,.ear��°;. Iii, t+ :viii r 13 J1'arvingS:' Fi.. 3C ) tD SOilta.+I4e O1" this dc,. DATE: :f.,?(//e, ......... BY: CITY GF TUKWILA 575 -44.07 OSiGII INC 615 MARKET STREET =- KIRKLANO. WA.98033 d flow at fire hydrant in street =3157 GPM BENCHMARK: N.G.S. MON., D-408, DISC ON SOUTH FACE OF THE SOUTH OF 5 CONCRETE SUPPORT PIERS ON CENTERLINE OF UNDERPASS OF INTERSECTION OF HIGHWAY 405 8 HIGHWAY 181 ELEVATION EQUALS 29.734 FORT DENT 11 SCALE: 1" = 30' DATE: 1/22/90 APPROVED BY DRAWN BY LAS WATER PLAN DRAWING NUMBER C-4 DIETZGEN MASTER FORM MF 139 1 TOP BEAM CLAMP W/ RETAINER STRAP, FASTENED W/ (2) NUTS & WASHER ALL THREAD ROD ALL THREAD RCD + ®' i `fi SEM I i ! IlliiiiiiiIsa 1111110111211111M 4)0 OM illifilliiiall 2.1 e= filifill _ , I =Mina BEIM 1011111111111 Era®Era®1111%M� ®i®fir "i1 11miiiimerdu;C - illiallirlaillft11111= 1111_111®® ;1®1111®;w•imaiii. — -----•...___. OCE Weld stamps riust be :inspected before pipe is hung. Do not paint piping prior to h 'dr®St.atic test approval. General Notes: 1. All new piping to be 1" Allied XL 2. Armovers greater than 1'-:0" to be hung per details 3. All arm over hangers to be provided with surge restraint cli 4. New sprinklers are from existing 1" outlets or mech. tee on 5. New pendent sprinklers to be Viking model M 155 with re 6. Maximum sprinkler space not to exceed 130 sq.ft. 7. Sprinklers are not centered in ceiling tile. 8. Hydrostatic testing will be required. Without Comments As Noted In Red Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city • standards. A.c.eptance is teuhlect to errors and omissions Which do not authorize violations of adopted: standards and ordinances. The responsibrlity.for tie adequacy of design rests totally with the designer. Additions; deletions or revisions to these drawings atter this date will void this_ acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau s. P4tl2'f �r/azg. mes. BY: Existing sprinkler to remain Plug existing ssp �= Relocated ssp P New ssp Total %Ut(WILA I lKE il : ,.,anri� Please call:: 575.4407 and give this job Na. 0 and exact address for shut. „•wn or restoration approval, DATE REVISIONS DESCRIPTION BY 13 C D 1= F O HANGERS BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET EYE SOCKET 1�. TRAPEZE NU r & PLATE WASHER KWIK-BOLT HDI •P It S. SAMMY SIDEWINDER 11 SAMMY SUPERSCREW J L I41 COACH SCREW ROD CEILING FLANGE U -HOOK SHORT STRAP WALL BRACKET ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO pF 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 COUPLING WATERFLOIN INFORMATION STATIC RESIDUAL GPM FLOWING DATE & TIME PER: XXX psi XX PSI SYM MODEL TYPE SPRINKLER SYMBOLS FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY XXXX GPM XX/XX/XX TOTAL SPRINKLERS THIS SHEET 'FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENIT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: JCR KAREN O'FARREL PHONE: 206-267.-6060 E=AX 206-267-6061 AUTHORITY: CITY OF TUKWILA DESIGNER: R. VILLYARD SCALE: AS NOTED REVISED / / PLOTTED // minnwom LEGEND LIGHT FIXTURE EMERGENCY LIGHTING EXIT SIGN DIFFUSER RETURN AIR GRILLE GENERAL NOTES EXTEN CEILING TO NEW WALLS. GRID AND TILE TO BE 1 HR MATCH EXISTING. © NEW SOFFIT AT 8'-4" ABOVE FLOOR. MATCH EXISTING REMOVED WALL. NEW SOFFIT AT 7'-0" ABOVE FLOOR. MATCH EXISTING. REMOVED WALL. WIDTH TO WIDTH TO NEW GWB SOFFIT FLUSH WITH COORRIDOR. SEE DETAIL 4 ON SHEET A503. � RELOCATE SPRINKLER HEAD, TYP. OF 3 NEW SPRINKLER HEAD, TYP. OF 2 �► REMOVE SPRINKLER HEAD. E> NEW GWB CEILING TO MATCH EXIST. Ain 1111111 .1111.11.1 imirmimmi III I MB 011111111 MO MI II —•-.111i■—•—�-•- ill I-- 1.17:414 III I II !!■ OE 4 MilMEGEM wall II III III IIIIII—__Io■ 11/x_ T- - M 111■ = =■fid= X11111 girew. isim€1111 ION 11.11r---- ---- ' II IP!_/' MIMI 1111/11111111111P----- (2D TUKWILA FIRE DEPARTMENT. Please call: 575.4407, and give this job S S 7°V-1 and exact address for shut= down or restoration approval. ACCEP E Without Comments C] AsNotedlnRed D Per The Attached Letter Thee plans have been reviewed by The Tukwila Fire i Prey ;fltion Bureau for conformance with current city r tr.Mcia,ds. Acceptance is Subject to errors and miss ions which do not authorize violations of adopted rdinences. The responsibility the for r�=tnUards and o, �� . ii adequacy of design rests totally with the designer. s to these drawings after Additions, cl.:-etions or revisions l;: his date will void this ac'c-r- % ^.1OC and will require a i, rt-_,, submittal of revised drawings for.subsequent approval. i Final acceptance is subject to field test and inspection by - ,! The Tukwila Fire Prevention Bureau. Date:tt o _fly: o PARTIAL REFLECTED CEILING PLAN FILE KEY PLAN NO SCALE 2A11 5 SCALE 0 5 10 15 20 NOB NM 1 /8"=1'-0" FEET BE&C ENGINEERS REVISION SPRINKLER CHANGES RBB RBB RBB APPROVED DATE REVISION APPRO D DATE REM 02.14.97 REM 03.24.97 JTM 10.07.98 FACILITIES DEPARTMENT D AUBURN, WA. 98002 D BELLEVUE, WA. 98007 D EVERETT, WA. 98201 D KENT, WA. 98031 TUKWILA, WA. 98188 D RENTON, WA. 98055 D SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN BY D. SPRINGER DATE SUBTITLE PARTIAL REFLECTED CEILING PLAN J. PETRI H TITLE APPROVED BY ARCHITECTURAL MASTER LAST REVISION SHEET A280 B 10.07 .98 SYMBOL JOB NO. APPROVCD G. CUTL, UM APPROVED M. BURLEY 5.6.91 BLDG. 7-68.2 COL TUKWILA 91090 DWG NO. 7.68-2A280 FILE = 190B0102 BK = 07.10.92 Nov 2`-199 2A280 BERLIENR/10.13.98/14:06 VD ALP) t Fire Com NW, Inc. Project: Regional Acceptance TI Project 6840 — Fort Dent Way — 1st Floor /f--/ Tukwila WA 98188 Scope of Work: PO Box 23700 Federal Way WA 98093 206-234-6700 Tel 253-517.6775 Fax This project consists of a fire alarm system tenant improvement that includes the demo and relocation of 2 existing hom strobes and 8 existing strobes. Attached is the drawing that shows the new device locations. The battery calculations for the fire alarm system will not change. L,r 0 D T� i.......,., ,_�. Letter -so plans have tees &...rie:-:e, r,.., The Tukwila Fire current City dards. �. ,,; Ct ;.�; T, ; ,,,rors and ions wh ch (sc of adopted =;dards ano for the -r , e� ;ftn t �uacy of a�c��, � . F �_: ic;fi�, �, � ,e .dF;sigrer. (;irawings after .. =is date will vond tn`s ceptance clo r oil require a • resubmittal of revises: drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention bureau. Date: / — I I Ey: 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 termination of the testino. TUKWILA FIRE DEPARTMEffT Please call 206-575-4407 and give this Fire Permit.No. and exact address for shut- down or restoration approval. 0 A 9 1 -n MEP 0 • 11 RINSISIS r m SDDEACON S.D. Deacon Corp. of Washington 1745 114TH Avenue S.E., Suite 120 Bellevue, WA 98005 SK # PROPOSED PRESUME FIRE ALARM MAVENS DATE: 12/16/03 g a HI SYMBOL LEGEND c) i; c) 2818 -PL 276B-1110 STROBE HORN / STROBE HEAT DETECTOR MANUAL PULL STATION S.G. 2-1/2' DP * N 4" OCT. CEILING MOUNT 4' SO W/S.G. RING 4.-6" AFF 9" N N -o A 9 1 -n MEP 0 • 11 RINSISIS r m SDDEACON S.D. Deacon Corp. of Washington 1745 114TH Avenue S.E., Suite 120 Bellevue, WA 98005 SK # PROPOSED PRESUME FIRE ALARM MAVENS DATE: 12/16/03 LEAD APRON HAMPER 9r LEAP APRON WIPER "N' APRON AGER yr LEAD APRON HANGER IC APRON HANGER'M r --k C,AT HOOK le =pew+Fao I I DISPENSERS I a 0 1 r —"COAT HOOK %V / -To Mew B"'G ADA KEYIOARD TRAY •P. DR'S. PRIVATE OFFICE ADD AY IY$ D LAUNDRY MODELS & STORAGE ORM SAR'E' T.P. DISP "C - P.T. DISP. T —.SOAP DRIP. \+ joh;Ii T. DISP. w DISP.7' SOAP DISP. BUS/NESS OFFICE STAFF LOUNGE ACJ. GG YEOAID TRAY 1" ACCEPTED ►� Wthout Comment$ As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. P.T. ADJ. KEYS OMD TRAY P Final acceptance is subject to fi=1d test and fns The Tukwila Fire Prevention Bu -a ate: 7/1-0/0 B uKWILA FIRE DEPART MCN1 Please call: 575-4407 and give this job No.e— F /5-3 and eiact addressfor shut' down or restoration approval. STRIP 1U & CARPET. OVER PAD D IFFERENCE w HOOHT OF MATERIALS E� J U L 19 2004:4 / CAI 904 J w ►AG 4 AREA OF WORK ST.:IR5 DN. CD -8 80 IL INTERCEPT INTERCEPT EASING EASING CIRCUT CIRQpT 1 =MEW I WIMP= EGINPMENT LEGEND MX EMIR DFSC121PTION 00 5 --- HORNSTROBE (EXISTING DEVICES RELOCATED) m 4 9/0KE DETECTOR (EXISTING DEVICES RELOCATED) A18 CONDUCTOR TPLP' JACKETED CABLE 8 14 AWG, 2 CONDUCTOR TPLP' JAOCETED CABLE 8AOCROX 4 SQUARE x 1-7/8' DEEP 4 SQUARE x 1-7/8' DEEP 1 0 INTERCEPT EXISTING CIRCUIT a MENS 1) 1S TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2) MMHG METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE N CONDUIT. 3) ALL JUNCTION BOXES, COVERS, ANO BACK BOXES ARE TO BE PAINTED REO. 4) ALL MOOR HORNS, STROBES. HORN STROBES, AND MNI HORN STROBES ARE TO BE MOUNTED 80- ABOVE THE FLOOR OR 6' BELOW THE CEUNG, WHICHEVER 15 LOWER. 5) SMOKE DETECTORS SHALL BE INSTALLED N ACCORDANCE VAIN THE FOLLOWING: A) 36' NOTES AWAY FROM ANY AR HANDLING SYSTEM DIFFUSER 8 NOT N CLOSE PROXINITY TO ANY FLUORESCENT LIGHT FIXTURES 6) ALL FIRE ALARM WIRING PENETRATING ANY ARE RATED BARRIER SHALL BE SEALED HATH MATERIAL WHICH MRL PREVENT PASSAGE OF FLAME AND HOT GASES, 0 0 EXIST, FEL ACCEPTED Without Comments As Noted In Red Per The Attached Letter hese plans have been reviewed by The Tukwila Fire on : ureau e r standards. Acceptance is subject to errors and omissions which do not authorize violations of ado standards and ordinances. The responsibility for t adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings this date will void this acceptance and will require resubmittal of revised drawings for subsequent bjelet to fletd test and in e Pre Bureau. E: fUKWILA FIRE DEPARTM Please call: 575-4407 and give this job No. and exact address for shut, down or restoration appro ee FIRE ALARM PLAN - SECOND FLOOR SCALE: 1/8' - 1'-0' ].A.Jtaa NOV - 41002 F 1 L E1oo FIRE COM NW LLC /11 PO Box 3932 Seattle WA 96124-3932 204-234-6700 OATE: 10-22-02 DRAWN: CEA CHECKED: JD APPROVED 87: PROJECT NNE: FORT DENT 11I OFFICE BUILDING TENANT IMPROVEMENT - STATE FARM 6840 Fort Dent Way Tukwio, WA 98188 • SCALE: 1 /8.-1'-0' NO. DATE REVISION BY SHEET TITLE: FIRE ALARM PLAN - SECOND FLOOR JOB NUMBER: FA -1 01 / 1st\ • AREA OF WORK CONFERENCE 1 302 OPEN WORK AREA 303 OFFICE 304 OFFICE 1305 EXISTING DEMISING PARTITION f2ECEPTION 30! 7\7' 6 1,3 0-28 OPEN WORK AREA 312 --o 0 OPEN WORK AREA 3061 II— CLOSET 311 28 ELEV. LOBBY r INTERCEPT EXISTING CIRCUIT 0-28 0-28 Q 310 309 SERVER COPY/WORK AREA 308 BREAK/ STORAGE El L / / A completed, signed, Tukwila Fire / Department Pre-test Certificate must he / 301 NALLWAY NOTICE OT - ( FIRE ALARM PLAN - 3RD FLOOR / SCALE: 1/8"=1'-0" presented to the Inspector prior to commendanent of Acceptance Testing 41. any Fire Alarm and Detection Syste a,,2.. Failure of test will result in $40 Re - Inspection Fee and termination of,i. testing. EQUIPMENT LEGEND QI( FARTS Oa 2 -- D 3 (UKWILA FIRE UEPAR1M .NT Please call: 575-4407 and give this job No. it6 and exact address for shut. down or restoration approval‘ DESCRIPTION HORN STROBE — EXISTING RELOCATED STROBE — EXISTING RELOCATED WIRE LEGEND A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE B 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE DACKBOK 4 SO. X 1-7/8" DEEP 4 SO. X 1-7/8" DEEP GENERAL NOTES: 1) ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2) WIRING METHOD 15 TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET — THEN IT IS TO BE IN CONDUIT. 3) ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4) ALL INDOOR HORNS, STROBES, HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 5) ALL FIRE ALARM WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. ACCEPTED Without Comments 0 As Noted In Red �J Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility f;:- the adequacy of design rests totally with the de'. Additions, deletions or revisions try these draF*4!;-1 this date will void this,acceptar Jce and wiii resubmittal of revised drawings tor subse lu n Final acceptance is subject to field t st and ill ec ;. The Tukwija F,ire Prevention Bureau. z Date: C = "' By: S(C7 FIRE COM NW L. PO Box 3932 Seattle WA 981243932 206-234-5700 DATE: 05-25-04 PROJECT NAME: CEA HYUNDAI JD 6840 Fort Dent Way — Suite 300 Tukwila, WA 98168 DRAWN: CHECKED: APPROVED BY: SCALE: NO. DATE 1/8"=1'-O" REVISION BY SHEET TITLE: FIRE ALARM PLAN - 3RD FLOOR JOB NUMBER: 04-053 FA -1 of 1 AREA OF WORK O 7) 102 OFFICE 104 OFFICE 105 1 8 RECEPTION AREA H00 1 B -0 TO PS c)—' EL II� CONF. 1106' BREAK ROOM SER✓ER .1 TR41NING F00M L 111 9 8 OFFICE 10'' 11 nni EOL TRAINING: ROOM C log 1 OFFICE 1110 J OFFICE Lica J •dE OF OPENING .1eCvE 1.1 D> FIRE ALARM PLAN - FIRST FLOOR SCALE: 3/32"-1'-0" 1 EOL^ a g E PS FACP I � FIRST FLOOR FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND $M1M ACE QUANTITY PART NUMBEROEICIP1ION 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLES BACKBOX ®G 4 P1224MC HORN STROBE RE X 1-7/8" 4 SOUADEEP ® 3 S1224MC STROBE 4 SQUARE X 1-7/8" DEEP ® 1 5495 SIGNAL EXPANDER POWER SUPPLY INCLUDED WIRE LEGEND TYPE DEBCR PION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLES 8 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLEI C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLEI GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. ALL INDOOR HORNS, STROBES, HORN STROBES, AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 8" BELOW THE CEILING, WHICHEVER IS LOWER. 5. ALL WRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. FIRE COM NW LLQ PO Box 3932 8ea11e WA 901243932 209.234.5700 GATE: 10/19/05 PROJECT RNA: DRAM: CEA CHECKED: APPROVED 8Y: SCALE: 3/32-•1'-0" FIRE ALARM PLAN NO. DATE REVISION BY GLOBAL ONE LENDING - Fort Dent Office Bldg. II JD 6840 Fort Dent Way -1st Floor Tukwila, WA 98188 JD SHEET RILE: JOB NUMBER: 05-168 FA -1 of / 1 iuKWILA FIRE DEi-VAR Please call: 575-4407 and give this job No. ocF-z.-z. and exact address for shut- down or restoration apuroval 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 termination of the testing. 1 ACCEPTED Without Comments As Noted in Red LJ Per The Attached Letter P. These plans have been reviewed by The Tufwila Fire Prevention Bureau for r...onformance w;'..:, c,..:. .-.,(it city .....andards. Acceptance is su.:iject to e!:-;;,::, arfd missions which do notf,.....,uthorize ViOlaU00. or add *....aienciduaarcdys oafritdo, lasuiina i rEre ,isctsst.t11,h11,)es ‘1:\es , ttpi c.:iz. :it ,i.i.;If(T.:: a , Aditions, (klotions or r :visions rt) these cre.,,,iinci, after e.iis date will void this aoceprerice and will requre a , i submittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by IThe Tukwila Fire Prevention Bureau. Date: i 11/6/0S—By: 1 1 1 ADT\BjsDailyGrind\ ADT-Fireplan. Nov 26, 2003 - 3:52pm G: TWO LINES TO CENTRAL STATION I r I � TELCO LINE RJ31X CONN BLOCK RJ31X CONN BLOCK RISER DIAGRAM POWER SUPPLY FACP FOCUS 200 120 VAC ANN I_Att/— FE NOTICE Department Pre-test Certificate must b A completed, signed, Tukwila Fire presented to the Inspector prior to commencement of Acceptance Testing c any Fire Alarm and Detection Systems, ilure of test will result in $40 Re- LEGEN tion Fee and termination of the testing. FIRE ALARM CONTROL PANEL ANNUNCIATOR POWER SUPPLY FACP ANN MANUAL PULL STATION QS SMOKE DETECTOR HORN STROBE STROBE BELL STROBE HEAT DETECTOR ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the ftdequacy of des gn Tests toter+y with the designer. dditions,zia1e:tiors or revisions rip these drawings aft& `:-sis date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: ta - l - 63 By: c CEILING NOV 2 6 2063 r TUKWILA Please and No. and down SECURITY SERVICES 841 POWELL AVE. SW SUITE 101 RENTON, WA 98055 (206) 624-3103 FAX: (206) 654-2189 FIRE DEPARTME.N& call: 575-440Z give this job O3 -F -l93 exact address for shut. or restoration approval. LAR At ort .J \A/ No. Revision/Issue Dote, REPRESENTATIVE: Tony Puetz CHECKED BY: — CHECKED BY DATE: — APPROVED BY: — APPROVED BY DATE: — �. Scale 11/26/03 AS -SHOWN Sheet Pr Without Comments As Noted in Red 0 Per The Attached Letter T :ese plans have been reviewed by The Tukwila Fire !'--evention Bureau for conformance with current City r tndards. Acceptance is subject to errors and aissions which do not authorize vio!aticrs of adopted andards and ordinances. The resavns?baity for the 1equacy of design rests totally with tree designer. iditbns, deletions or revisions to these drawings after is date will void is acceptance and wi require a usubmittai of revises d awings for subsequent approval. 'snai acceptance is subject to field test and inspection by ne Tukwila Fire Prevention Bureau. smote: By: 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 termination of the testing. ELEV. LOBBY TUKWILA FIRE DEPARTMENT Please ^.I1206-575-4407 and give this Permit No. surd exact address for shut- down hutdown or restoration approval, —.NM:NNW ...-- •ir� • ,Y......—. _..�.. ,r. -.)-„r .....-, . vilr..nea..._.. TO EXISTING POWER SUPPLY jy772,-,7-2 l rllz r7 1 f 30 cd - \ 15 cd AREA OF WORK �rZ2rLz77z7777 72m-27.. r722zrzZ -nz7z- - is / 2 t cr-41= % vii 77zC777/j /77/71LZAVZ777777rrzr IIY�F II -.7722 L Vr772'T r e j7 r rr7rr7 r i ct l7.7127Z rc L7z ?TJ_fll7_77. G/ NORTH FIRE COM NW LLC Fire Com NW PO Box 23700 Federal Way, WA 98093 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 N h W CO 1 7 > <E CO Q CI rl I.D 7 L,l CY IL <I N C n J 1 V) DATES: SUBMITTAL REVISION: 07/03/2012 PAID JUL 10 2012 TUKWILA FIRE <<1'- SHEET SHEET TITLE FIRE ALARM PLAN NUMBER FA -1 Equipment Legend Symbol Quantity. Part Number Description Back Box 1 -- EXISTING FIRE ALARM CONTROL Included 1 5495 EXISTING FIRE ALARM POWER SUPPLY Included P 13 SR STROBE 4' Square 5 PC2R CEILING MOUNT HORN STROBE 4' Square 0 6 SCR CEILING MOUNT STROBE 4' Square WIRE LEGEND A- 18 GAUGE 2 CINDUCT❑ 3- 14 GAUGE 2 C❑\DUCT❑ C- 18 GAUGE 4 C❑NIUCT❑ D- 14 GAUGE 4 CONDUCT❑ LEGENDS not t( R 'FPLP' R 'FPLP' 'FPLP' 'FPLP' NOTES: 1) ALL WORK TO CONFORM TO NFPA 72 AND NEC STANDARDS 2) WALL MOUNT HORN STROBES AND STROBES TO BE MOUNTED 80"-96" AFF OR 6' BELOW CEILING WHICHEVER IS LOWER, 3) PULL STATI❑NS TO BE MOUNTED: A) 48" - 53" AFF B) WITHIN 5' OF THE DOOR. 4) FIRE ALARM CONTROL PANEL TO BE ON DEDICATED CIRCUIT 5) WIRING METHOD TO BE OPEN CABLE UNLESS BELOW 7' AND EXPOSED, THEN IT WILL BE CONTAINED WITHIN CONDUIT, 6) SMOKE DETECTORS TO BE INSTALLED: A) MORE THAN 36' FROM ANY HVAC DIFFUSER B) NOT IN CLOSE PROXIMITY TO FLUORESCENT LIGHTING C) AT LEAST 6' DOWN FROM PEAK IN SLOPED CEILING 7) ALL JUNCTI❑N BOXES, MUD RINGS AND BOX COVERS TO BE PAINTED RED (INSIDE AND OUT). 8) EXTERI❑R HORN STROBES TO BE MOUNTED IN THE TOP 2/3 OF THE BUILDING STRUCTURE FACING THE ANTICIPATED FIRE DEPARTMENT ACCESS ROAD. NOTES not to s 5495_ Unused Device Description Battery Calculation Worksheet fall currents stated In mA) mA Draw each # 01 Devices [ Stand By System Devices Alarm Total mA Draw Stand By 0 Alarm 0 Total System Curren 75 75 Unused Initiation Devices 1 Auxiliary Devices - d1 ` _ :0 Device Totals SCR@ 15cd PC2R.@ 15cd...1 Unused Unused Unused Unused Unused Notification Appliances (1Ist all) Circuit 1 (EXISTING) Circuit1 Tota is 736 SR 15cd PC2R115cd PC2R @ 75cd PC2R 3ocd SCR @ 30cd Unused Unused Circuit 2 (NEW 66 210 157 0 858 210 471 97 564 Circuit 2 Totals 2200 Circuit 3 3 Tota is Unused Circuit 4 e0 `= 0 Circuit Totals 0 0 Notification Appliances Total Curie 0 2935 Circuit #1 24 Voltage n Worksh Length Amp Draw Wire Gauge - Loss per 100 Voltage Drop Voltage at EOL _. ...250 0.735..._.. 14 Circuit #2 Length 265 0.93 : 23.07 Voltage Drop Amp Draw Wire Gauge Loss per 103' Voltage Drop 2.2 14 111 .294 Voltage at EOL 21.06 Voltage Drop 1225% Standby Hrs. Alarm Sounding Minutes Total System Standby mA Total System Alarm mA Total System Standby Ah Total System Alarm Ah Min. Ah Battery Derating Factor Battery Ah Summary Section Required 24 5 75 3110 1.800 0259 2.059 20% 2.471 Available BATTERY CALCULATIONS TO DEDICATED UNSWITCHED 120VAC POWER FACP J (—)2(-6--)2(—d--)2( M M -M -M 2 P \4 ,RISER DIAGRAM t t0 scale Fire Com NW PO Box 23700 Federal Way, WA 98093 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 DATES: SUBMITTAL REVISI❑N: 07/03/2012 SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -2 o Y7i.ai)ii= CJn s_ as /s�C ,v,'wti i R&moi (+0 itis' The ie AtS.t;3c! ."y J Letter rbese plans have been review,rd :"v' Th.e Tlkwlla Fire rev'ention Bureau ,3; current City standards. Ac . _ -± 'o_s and mss ,';ins w iol of adopted an arils and _. _ for the adequacy of Addibenz., a3 cw'ngs after this T3 '4ssi'. . ;:t _- cept n w1,5 E -q= -=ire a 'resubrn ii _ 7.,1 nc g :tent approval. FinalTukwila Fire is z;;j:ct to f_eui rr � and inspection by The 1 ukwila Fire P ,er-s•b'`7 Date: G -).B -I 3 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 termination of the testing TUKWIA FIRE DEPARTMENT Pease call 206-575-444)7 and give this Fire Permit No. 13-F- is i LOCATING XISTING ENT KNI 'T FACP SMOKE ROM DEMDED ROOM NEW EL 'TRICAL RP 1M GENERAL NOTES / SCOPE OF WORK DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTILL THEY ARE PROGRAMMED INTO THE PANEL FIRST. 1. FACTORY RECOMMENDED MINIMUM WIRING SIZES, TYPE AND CONSTRUCTION AS NOTED ON THE DRAWINGS MUST BE STRICTLY FOLLOWED. ANYONE WILLING TO MAKE CHANGES WILL DO SO AT THERE OWN RISK!! 2. THE CIRCUIT ROUTING AND WIRING COUNTS ON THE FLOOR PLAN DRAWINGS ARE SHOWN DIAGRAMMATIC BASED ON CONTINUOUS AND SHORTEST POSSIBLE ROUTING FROM THE CONTROL PANEL AND BETWEEN CONNECTED FIELD DEVICES WITH NO PHYSICAL OBSTRUCTIONS. THE WIRING OR CIRCUIT COUNTS (IF SHOWN) ARE PROVIDED AS A CONVENIENCE ONLY AND AS MEANS TO HASTEN INSTALLATION OR TO DETERMINE WIRING ROUTS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED. 4. PER NFPA 72-2010 SECTION 5-3.6.1.3, DETECTORS SHALL NOT BE INSTALLED UNTILL AFTER THE CONSTRUCTION SLEAN-UP OF ALL TRADES IS COMLETE AND FINALED. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCION AND DESIGN. 6. PARALLEL BRANCHING OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING OF WIRE TO ANALOG INITIATING DEVICE CIRBUITS IS PERMISSIBLE. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN A 3'0" RADIUS OF SUPPLY -AIR DUCTS. NFPA 72-2010, SECTION 2-3.5.1. FIRE HOSE LEGEND ELEVATI❑N REQUIREMENT POWER SUPPLY HORN/STROBE ## = CD SMOKE DETECTOR TOP 72' AFF 80'-96' AFF N/A A 14/2 FPLP B 16/2 FPLP EX EXISTING L❑CATION R RELOCATED AFF ABOVE FINISHED FLOOR TOP TOP OF PANEL • Strobe coverage areas shall be defined as: 10 FT. CLG. HT. 20 FT. CLG. HT. 15 cd - 20'x20' 30 cd = 20'x20' 30 cd — 30'x30' 45 cd - 30'x30' 60 cd = 40'x40' 80 cd — 40'x40' 95 cd — 50'x50' 115 cd — 50'x50' 30 FT. CLG. HT. 55 cd 75 cd - 30'x30' 115 cd=40'x40' 150 cd - 50'x50' FIRE ALARM PLAN SCALE: 1/8" = Fax: 425-881-3030 0 VICINITY MAP PAID JUN 17 201, KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL 1 KAS-200 KIDDIE/THORN EXISTING I FACP j FIRE SIGNAL EXPANDER PANEL 1 GFPS-9 GAMEWELL/FCI MOUNT NEXT TO EXISTING FSE I FSE j Ittll CEILING MOUNTED HORN/STROBE 2 PC2W SYSTEM SENSOR CEILING co CEILING MOUNTED STROBE 2 SCW SYSTEM SENSOR CEILING © EXISTING SMOKE DETECTOR - EXISTING EXISTING EXISTING Thee 1 ,f.'"1( . . aa _ d (1" ; 1P' t'•' -C f o Axe_ o - ED ri Ce. it i?nts F.'1C:'; leis Letter ewed by The Tukwila Fire To- Y, ,. _- e with current City 3o,e t to errors and violations of adopted responsibility for the wth the designer. v s to these drawings after and will require a .-_,snirs for subsequent approval. s .C. &k.:'llydr l3'- - _ �� zr�'�'°C'F� test and inspection by T.r.€ TUKV'111�,3�tt'-'e' tit 3 s$UieaU. IENTq� _ nat , Ella C•Le thL5 Fire Permit No. �s-F-Is5 rcxart --dt es Shit' q _r r� t.o, s i p a ptrfOYal, U a r 1 AREA OF WORK 1 1 1 1 UP I <y N=1" TO NAC CKT. IN FSE PANEL, TYP. HORN/STROBE 25Vrms HORN/STROBE (–) (+) (+) 9o� 1B, TYP. STROBE 25Vrms STROBE (–) (+) (+) 9o� HORN/STROBE & STROBE WIRING DETIAL SCALE: N.T.S. MIN ® MINI NOR ® MEI MINI 4.7K EOL RESISTOR PANEL - BATTERY CALCULATIONS NOTIF 0.075 0.205 ATION CIRCUITS TOTAL 0.075 TOTAL 0. C CKT.1t JAG OKI . # S5 0If t EFT. 3,07 NAG GKT. # 2 - S6 3.07 ,CI 7 3.07 T. 4-S8 3;07 AUX POWER C1CT 3,07 STANDEW 0.000 0 000 0.000 0.000 0.000 ' ALARIdI 0.604 0;000 0.000 0 000 0.000 TOTAL OHM VD IN CIRCUIT EOL VOLTS VD°% TOTAL SYSTEM STANDBY 24 HOUR STANDBY TOTAL STANDBY + ALARM 1.867 ADD 20% DERATING 2.241 TOTAL AMP HOUR TO BE USED CONFERENCE OFFICE RELOCATE a TO NEW HALL - EXISTING 15cd . a AIM — =.KKTCHENICOFFEEµ=: CONFERENCE S1-2 75cd Si -1 5c S1-3 75cd BREAK ROOM STORAGE 0.075 1.800 0.809 TOTAL SYSTEM ALARM 0.067 5 MIN. ALARM 7.0 AH BATTERY CALCULATIONS SCALE: N.T.S. TO NEW SIGNAL EXPANDER CIRCUIT #1 MOUNT NEW FSE W/ EXISTING FSE. -IF NOT THIS LOCATION, -MUST MOUNT WITH EXISTING FSE EXPANDER PANELS 120VAC CONNECTIONS STRICTLY BY OTHERS FSE EOL 4.7K .604A TOTAL CKT CURRENT 9 tit S1-4 30cd ELEV. LOBBY • ffAreir SILA SOLUTIONS GROUP SITE FORT DENT TWO 6840 FORT DENT WAY STE 375 TUKWILA, WA 98155 VICINITY MAP SCALE: N.T.S. FILE cop? • FIRE HOSE f.: { FIRE ALARM SIGNAL EXPANDER GAMEWELLJFCI IN TRIGGER FROM FACP 120 VAC (DEDICATED CKT.) p MODELGFPS-9 INP 1 NAC -1 S1-1 75cd NAC -2 176mA NAC -3 NAC -4 #14/2 RISER DIAGRAM SCALE: NOT TO SCALE S1-4 75cd S1-1 75cd 158mA 176mA SPARE CKT SPARE CKT SPARE CKT S1-4 30cd EOL 4.7K .604A TOTAL CKT CURRENT 94mA 123' LENGTH FIRE ALARM WIRE LEGEND : A - AWG # 16/2 FPLP INITIATING CIRCUIT WIRING. B - AWG # 14/2 FPLP INDICATING CIRCUIT WIRING. C - AWG # 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING. THIRD FLOOR PLAN 118" =1'-0" 0 5' 10' 20' 30' NORTiAoD OCT -72015 TI IKWIIA FIRS /P — Z 0 w ¢ PERMIT SUBMITTAL 0 z Lu 0 0 rC N O O uo co 191. CO 0 N COQ) O N CO r co O. co Q ch 0 Z Z J tY Q W CONTRACTOR: PROPERTY: 0 z O O (7) FORT DENT TWO 6840 FORT DENT WAY STE 375 TUKWILA, WA 98155 U 0_ 0 CONTRACT IS W/: BILL DODSON 0) CO 0) CO M CO O MN LL . W m Q Z Z I— F— U h H 00 00 APPROVED BY : PC DRAWN BY: TE DATE: 10/06/15 JOB# 131142 DWG. NO. : FA -01 linardic design group . architects 1319 dexter ave. n. suite 26 '- Seattle, wash. (206)283-47 • t 15'-0" VERIFY • arm 'Ail RToWtS RESTRY111 DRAWINGS AND SPEC1F1CATIONS. AND 1D'.AJ. DfSION1, AND ARRANGE -14D S REPRESENTED TM J 113 ' ARE N40 SHALL RENMN THE PROPERTY OF THE ARCHITECT. -' NO PART THEREOF SHALL BE REPRODUCED. COPIED. ADAPTED. DISCLOSED OR DISTRIBUTED TD OTHERS, SOLD. PUALISHED OR OTHERWISE USED WITHOUT 1FE�..-3: PRIOR vortrrEN cowstxt or AND APPROPRLATE • COMPENSATION TO THE ma-incr. vIST}AL COeRACT ' - # WITH THE ANNE DRAWINGS OR SPECIFICATIONS 5►tAtl_'; CONSTITUTE CONCLUSIVE EVIDENCE OF A .CEPTAPCC OF THESE RESTRICTIONS. CONFERENCE OFFICE OFFIC E consultants 15" CARPET BOfIDER IC ATE b OFFICE ALIGN NEW WALL W/MUUO WALL CO CRY DOORS 10 REVISED MIN REQ CABINET DRAWINGS aY OTHERS (TYP) litSTORAGE Toil LOBBY RELOCAT ro 42" CABINET DRAWINGS BY OTHERS (TYP) +427' St 42" OFFICE 1108; OFFICE OFFICE OFFICE 7'-T HIGH CLOSET SPRINKLER RM - WALL COV #2 CORRIDOR AUGN NEW WALL WITH MULLION RELOCATE EXISTING FIRE SIREN AND EMERGENCY LIGHTS 10 WALL OPPOSITE ELEVATORS ALIG1 NEM WALL WITH llSrli�C - REMJ,E EXISTING WALT AND DOOR ALIGN NEM 'HALL WIT4 LYISrNC SEE DRAWINGS BY OTHERS FOR PLACEMENT OF ACCESS HOLE FOR COMPUTER CABELING CABINET DRAWINGS BY OTHERS (TYP) t-- VINYL FLK. .ICL( 'I-V( WA' L S.1'ITCH FOR UtIPEK CABINET FLUORESCENT FIXTURE (1N:lER COUTI'�'iER IISHi';ASHER 5T ~�1� tD S?A:NI ESS 4/ S ITCH FOR ISPOSAL -- AL;GN N'I'L W/WALL E_ CABINET DRAWINGS Y-- HER IFFICE O FFI C 'CRR 111=11 - ALL COV #2 - S SU Circu1t 14.N1 IEW W LL w /M u rzT(t I d'vvc' NE.'. .":ALL �" F to l' EA/STING Io EXi,lfii►y 11'1i/ti ROC() Horn Fin Con iete11 C 110001 project title: --�-- G N E HOUR- RA-- ED CORRIDOR T. ALt FINISHES 10 BE BUILDING S1A? DARD. SEE LEASE AND VERIFY WITH CANER OR TENANT 1. USE EXISTING ELECTRICAL/PHONE OUTLETS S eyVER10R 'A'ALLS WHERE POSSIBLE 1- ELECTRICAL ANO UECHANICAL UNDER SEPERATE PERMR .4. SEE DRAWINGS BY OTHERS FOR SPECIFACATIGNS ON BUILT IN FIXTURES 5. SEE DRAWINCS BY OTHERS FOR CEILING DETAILS Al ROCUS •100 AND 101 cow. ROOM DESIGNATION AND NUMBER FG INSTALL 120V., 15AUP. DUPLEX RECEPTACLE. per INSTALL 120Y., 15. ANP DEDICATED DUPLEX RECEPTACLE ro INSTALL 120V., 15AUP. DUPLEX RECEPTACLE. WITH TIMER o .1 -BOX 14 INSTALL 120Y.. ISAUP. FOUR-PLEX RECEPTACLE. SUE* INSTALL 120V., 15ANP FOURPLEX SURGE PROTECTED RECEPTACLE n INSTALL PHONE JACK �• WAU. DATA OUTLET .41 INDICATES HEIGHT OF OUTLET A.F.F. - - 4 E = EXISTItiG ELECTRICAL AND PHONE 35'-6" VERIFY sheet title Q , 3'-0T X FULL HT. BUILDNG STANDARDS DOORS ® 6'-0" X 7'-0' BUILDING STANDARD DOORS 0 RE -LITE DIM X FULL HT BLDG. STD_ (R'= ONE HOUR GLASS) 7D nn -20 WIN LABEL DOOR, AND 11.;NDO'A ASSEMBLY cza=c3:3:4 NEW WALL: 5f8" CWB OVER 3.5 U.S. i 16' O,C. w/ R-11 BAT INSULATION EQUIPMENT SCHEDULE. SYMB0. - PART NO - DESCRIPTION MOUNTING El _ - DI © 0 ® v _ - o 0 CI CX-`'Sth-1 ®I?OOo P M 0 _ _ 71303U - MANUAL PULL STATION S -C s'6- AS,. ENS -DUO NORN/S/ROBE 4'50. it0 d A.F.F. 1451 cm OECTECTOR 1' OCT. COUR° 7330U -P - HEAT DETECTOR ,3S' RR .- OCT. C LPQ BY OTHERS DUCT SMOKE DETECTOR COHHECTION OHLY BY OTHERS FLOW SIM TCH CONNECTION CHLY ' EY OTHERS TAMPER PATCH -: - CCHNECDON dllT 0664SC RELAY ENaoAIRE l e114 -003 WRI-HORTROBE N/S �Sj1RFACE ,.e6r e 74.:il C J /ft 1-F- 464 4. -. FIRE ALARM CONTROL FLUSH MOUNT Y Alf. BY OTHERS POST PAJICATMO VALVE ONLY CONNECTION OY B Y OTHERS MAPFET,C DOOR HIXDER S. t• FROM DR. TOP FAL SAFE EIECTR1C LOCK TO FRAME LOCATION sENrig Flieeu ry WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of j Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will - require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department TUKWILA FIRE DEPARTMF.AIT Please call: 575.4407 and give this Job and exact address for shut. down er restoration approval .aHc LLCM A - OCMCE% PULLS, WOE. ETC.- 12-11 ORE e - Naas- p -le RRE C - FIX 9417 COW- r! -H ORE e - VAC DOORS- F -Ie ORE E - fl VATOR SWT DOM- p - 14I ENE r - FM. SAFE ELECTRIC IOC[ R -1e ORE WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of j Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will - require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department TUKWILA FIRE DEPARTMF.AIT Please call: 575.4407 and give this Job and exact address for shut. down er restoration approval Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY UL FM ��P� : 444 9 AMP NAC POWER SUPPLY WISYNC SILENT KNIGHT 5499 5499 1 SMOKE I HEAT DETECTORS 5499 B NAC , 5499 DISTRIBUTED POWER MODULE BOARD /0\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 6 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD Total Panel Stby BL -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 14'-O 69.0000mA BL -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 0.0000mA 41.0000mA BL -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 94.0000mA 94.0000mA BL -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 138.0(300mA PC2RL ® EOL4.7Kf2 EOL 4.7K SILENT KNIGHT EOL -4.7 EOL -4.7 1 PC2RL 1 Battery Calculations for Panel: P1 Part No:5499 - 9AMP NAC POWER SUPPLY W/SYNC Job number: 817-0586 Job name: PACIFIC DENTAL Address 1: 6840 FORT DENT WAY, SUITE 225 Address 2: TUKWILA, WA 98188 Phone: 253-833-1248 Fax: Designing engineer: MATT CARLMAN Authority having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Total Standby Alarm Total Alarm ��P� : 444 5499 Panel Equipment $ QGaP�a��1(y :0 P-kt O O�5 20.4V SMOKE I HEAT DETECTORS 5499 B 1 5499 DISTRIBUTED POWER MODULE BOARD 75.0000mA 75.0000mA 205.0000mA 205.0000mA 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD Total Panel Stby 75.0000mA Total Panel Alarm 205.0000mA 3 PC2RL Peripheral Devices 14'-O 69.0000mA 19.2652V (0.0688V) SCRL 6 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 41.0000mA 246.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 94.0000mA 94.0000mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 69.0000mA 138.0(300mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 147.0000mA 294.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 163.0000mA 163.0000mA 9 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD Total Peripheral Stby 0.0000mA Total Periph Alarm 935.0000mA 10 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 25'-O 41.0000mA 18.7811V (0.0514V) 11 PC2RL LSERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD Total Standby Amps 75.0000mA Total Alarm Amps 1140.0000mA Standby time: 24 Hrs 1.8Ah Alarm time: 5 Min 0.095Ah Battery requirement: 1.895Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.274Ah 15CD Circuit Calculations Panel: P1 Card: 00 Circuit:SIG1 Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop ��P� : 444 5499 Panel $ QGaP�a��1(y :0 P-kt O O�5 20.4V SMOKE I HEAT DETECTORS 1 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 165'-O 94.0000mA 19.4528V (0.9472V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 23'-0 41.0000mA 19.334V (0.1188V) 3 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 14'-O 69.0000mA 19.2652V (0.0688V) 4 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21' -ID 41.0000mA 19.171V (0.0943V) 5 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 20'-0 41.0000mA 19.0862V (0.0847V) 6 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 95CD 34'-0 163.0000mA 18.9507V (0.1355V) 7 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 16'-0 41.0000mA 18.903V (0.0477V) 8 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 14'-O 41.0000mA 18.8647V (0.0383V) 9 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 13'-0 69.0000mA 18.8325V (0.0322V) 10 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 25'-O 41.0000mA 18.7811V (0.0514V) 11 PC2RL LSERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-O 147.0000mA 18.7125V (0.0686V) 12 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-0 147.0000mA 18.6782V (0.0343V) 421'-0 935.0000mA Total Current: 935.0000mA (Total VDrop Percent:8.44%) Total Voltage Drop : 1.7218V 15CD 15CD \ / \ / 95CD 15CD 15CD \ / \ / 14/2 ® ♦ ♦ ® ♦ ® ♦ ® ♦ 11111111111111111111111211 ♦ ® ♦ ® ♦ 11111111111111211111211 ♦ 21111112111111111111 ♦ ® ♦ ® ♦ ® ♦ ® ♦ ® ♦ ® ♦ r FIRE ALARM SYSTEM OPERATIONAL MATRIX ALARM TROUBLE SUPERVISORY MISCELLANEOUS ..‹..<4./ / CAUSE �p Q G �/Q4� 4Q�'Q'O 4' A4 >� �OP�QO �F 44"" G 0��y •1' 4,��' �./ ��P t 6R � N* �P Q 5•• ��P� : 444 . c�0 go 4 ASF Q- cf- $ QGaP�a��1(y :0 P-kt O O�5 O+ �O��" O JO ' FP/iS, ,4�/4'</�O REMARKS SMOKE I HEAT DETECTORS MANUAL PULL STATION i4) '$ SYSTEM RESET SIGNAL SILENCE AC POWER FAILURE FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON 1 INITIATION OR SIGNALING CIRCUITS ( 16 i*I* 4 TAMPER WATCHES ATERFLOW SWITCH WIRING DIAGRAM Without Comments ❑ As Noted in Red ❑ Per The Attached Letter Ase plans have P . = .e -viewed t ° the Tukwila Fire •entlon Buren ;nformance V. iti= current City .dards. Acce t; subject to elTors and sons which r t',or+ze violations of adopted „dards and or is : The responsibility tor the c::acy i drys :ota;- with Jesigner. d t;ons. R visians ro trie$,a. drawings after date vc t.`. -ceptance and wiii require a esubmftral r. ,,v1ngs for sub eqi ent approval. Final acceot =:_- field test and inspection by The Tukvvi , 6 r , . , iurreau. Date:_5 --7" "1 `1 30CD • lc . , - . P. i Wt e s zip" 1 :. vv_ and down Oy r S K-5499 120V 20 AMP Area 0 GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.PA., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: PACIFIC DENTAL DESIGNISUPPUER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY, SUITE 225 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: a FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October I, 2019 A B EX WP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15cd=20120' 30cd=20120' 75cd=20x20' 30 ed = 30130' 75 cd = 30130' 95 cd = 30130' 75cd=40140' 95cd=40140' 110cd=40140' 95cd=50150' 110cd=50150' 115cd=50150' WORK AREA VICINITY MAP SCALE: N.T.S. PAID Soy TUKWILA FIRE ook-- Fax: (253) 735-0113 00 N (.4 Cr) 00 M 1.19 c) >- m U 3 N 0 N w W cc ISSUED_FOR_REVIEW 0 NEW DEVICE COUNT 0 0 0 0 0 0 0 0 0 N L W 1- W 1-- W 1- 0 W ce W 1- W f - W 1- = J w 0 0 a ce 0. 0. a MS -7 SERIES w J a th 1 0 a 2 0 SYSTEM SENSOR SYSTEM SENSOR W CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS N 0 el PACIFIC DENTAL FIRE ALARM PLAN e0 CO 1.c) O ti 1- W 0 0. W z u) Woo 0) F- J J U 0 CO -I H d c0) 0 r' CW!) u7 CV N W F- 5 co } 00 J?.00 T . Z W Cu LU Q z' - o O (0 1- O 0) O O 11 W J 0 (0 ON-SITE CONTACT: BILLY SHADRIN 206.2989 71): O 1- W W CO OUTSIDE DECK STORAGE ! BREAK RM SIG1.11 75CD \a SIG1.1011 / \ 11 15CD i SIG1.12 75CD EOL 4.7K C) OUTSIDE DECK SIG1.9 15CD { CONFERENCE \ / SIG1.5 o\ 15CD SIG1.6 95CD \ / SIG1.8 11 SIG1.7 \ / /©v 15CD 1 15CD /�v OFFICE OFFICE UPS I r t J� OFFICE SIGN \o/ 15CD / \ SIG1.3 H 15CD •,/ SIG1.2 �\ 15CD RECEPTION TO FACP STORAGE OFFICE CONFERENCE SIG1.1 30CD TELECOM - _ W • • EN F MEN PACIFIC DENTAL SUITE 225 FIRE ALARM PLAN imp -MN— pp 4' �• P' CLE: 1t8'=1.0" 12' 20' GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: PACIFIC DENTAL DESIGNWSUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY, SUITE 225 206 FRONTAGE ROAD NORTH, STE 1 TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833.1248 FAX: FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WAST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL II 146053 A 1412 FPLP B 1612 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHERPROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 ed = 200[20' 30 ed =201x20' 75 cd = 20x20' 30cd=30'x30' 75cd=30'x30' 95cd=30x30' 75 cd = 40'x40' 95 cd = 40'x40' 110 cd = 405t40' 95 al= 50x50' 110 ed = 50'x50' 115 cd - 50'x50' WORK AREA VICINITY MAP SCALE: N.T.S. i�<,11fiiAd�rks C!r ur 1 Cart ov 6$40 Fart Dent Yty d=. w Zim Fax: (253) 735-0113 CO N 4.4 CO 0, I0 1.0 g CO LU CC JE 0 LU tcS WA CL# FIRESWI 140B1 co w a 0 Cf N 473 0 Cf 0 N Z 0 N ce W ISSUED_FOR_REVIEW 0 z NEW DEVICE COUNT a a 0 0 0 CO 0 x z D= W 1- W 1- x W H x W F 0 W ce W 1- 2 W H x W F J W 0 O a 0 N a or a MS -7 SERIES J a a LL a x u_ SYSTEM SENSOR SYSTEM SENSOR w0. CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL F PULL STATION SMOKE SENSORS HEAT SENSORS a u O PACIFIC DENTAL FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 O 00 ti 1- 0 W a W < 0 0 co 1- W W a) O v 1— rn 0 LLi 0 D E 0) u- To c 0) 0 U U m a. w —J LL Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY USER TEXT UL FM ULC Panel Equipment INTELLIGENT PWR EXPANDER, 6 -AMP, 4 -NAC SILENT KNIGHT 5496 5496 1 EX 864 40.0000mA 40.0000mA Na I 160.0000mA Ex SMOKE, PHOTOELECTRIC, ADDRESSABLE SILENT KNIGHT SK -PHOTO PHOTO 1 EX Listed PC2RL Peripheral Devices C/ LSERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 EX 0.0000mA 0.0000mA 69.0000mA ):-:t L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 147.0000mA 294.0000mA PC2RL 1 BH L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 1 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA �/ 0 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 1 O.0000mA 41.0000mA 369.0000mA 9 O\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 9 10 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 18'-0 BLSERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 Total Standby Amps 40.0000mA Total Alarm Amps 1256.0000mA m EOL 4.7K n EOL 4.7K - SILENT KNIGHT EOL -4.7 EOL -4.7 2 (0.0101V) 13 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD Battery Calculations for Panel: P1: EX Part No:5496 - INTELLIGENT PWR EXPANDER, 6 -AMP, 4 -NAC Job number: 817-0556 Job name: WHITMORE LAW Address 1: 6840 FORTDENT WAY, SUITE 210 Address 2: TU KW I LA, WA 98188 Phone: 253-833-1248 Fax: Designing engineer: MATT CARLMAN Job Site: FORT DENT 11 Authority having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Total Standby Alarm Total Alarm Q J�iy� PJ:Ry P4,�� 44 �p'� 'C G �.� v J 4 �P 0 i%i 4PP�04 �,Sy 4/1 Q 04/0 Q- t 4� �/ �4P� �4.A/�444 50 6 x: p'' Q'P PG% -"C 4.., OJ4P Q�O`c;4�ejJ � p�p�4 5496 Panel Equipment WA ST LICENSE: FIRESWI055LW REMARKS 20.4V SMOKE 1 HEAT DETECTORS MANUAL PULL STATION`♦ SYSTEM RESET - SIGNAL SILENCE _ AC POWER FAILURE_T_ FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 5496 MB 1 INTELLIGENT POWER MODULE MAIN BOARD 40.0000mA 40.0000mA 160.0000mA 160.0000mA 2 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD Total Panel Stby 40.0000mA Total Panel Alarm 160.0000mA 3 PC2RL Peripheral Devices 24'-O 147.0000mA 20.2048V (0.0355V) PC2RL 4 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 69.0000mA 276.0000mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 147.0000mA 294.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 94.0000mA 94.0000mA SCRL 1 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 63.0000mA 63.0000mA SCRL 9 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA O.0000mA 41.0000mA 369.0000mA 9 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD Total Peripheral Stby 0.0000mA Total Periph Alarm 1096.0000mA 10 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 18'-0 69.0000mA 19.6746V (0.0243V) 11 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD Total Standby Amps 40.0000mA Total Alarm Amps 1256.0000mA Standby time: 24 Hrs 0.96Ah Alarm time: 5 Min 0.105Ah Battery requirement: 1.065Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 1.278Ah • 15CD 15CD • / 15CD 15CD 15CD • / • /• 15CD 15CD / • / Circuit Calculations Panel: P1 Card: 00 Circuit:SIG3 Circuit Name: SIG3 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 1412 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Q J�iy� PJ:Ry P4,�� 44 �p'� 'C G �.� v J 4 �P 0 i%i 4PP�04 �,Sy 4/1 Q 04/0 Q- t 4� �/ �4P� �4.A/�444 50 6 x: p'' Q'P PG% -"C 4.., OJ4P Q�O`c;4�ejJ � p�p�4 5496 Panel WA ST LICENSE: FIRESWI055LW REMARKS 20.4V SMOKE 1 HEAT DETECTORS MANUAL PULL STATION`♦ SYSTEM RESET - SIGNAL SILENCE _ AC POWER FAILURE_T_ FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 1 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 31'-0 69.0000mA 20.3279V (0.0721V) 2 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 46'-0 69.0000mA 20.2403V (0.0876V) 3 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 24'-O 147.0000mA 20.2048V (0.0355V) 4 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 26'-0 94.0000mA 20.1898V (0.015V) 5 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 127-0 379.0000mA 19.8477V (0.0391V) Total Current: 379.0000mA (Total VDrop Percent:1.03%) Total Voltage Drop : 0.2102V Circuit Calculations Panel: P1 Card: 00 Circuit:SIG4 Circuit Name: SIG4 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 1412 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Q J�iy� PJ:Ry P4,�� 44 �p'� 'C G �.� v J 4 �P 0 i%i 4PP�04 �,Sy 4/1 Q 04/0 Q- t 4� �/ �4P� �4.A/�444 50 6 x: p'' Q'P PG% -"C 4.., OJ4P Q�O`c;4�ejJ � p�p�4 5496 Panel WA ST LICENSE: FIRESWI055LW REMARKS 20.4V SMOKE 1 HEAT DETECTORS MANUAL PULL STATION`♦ SYSTEM RESET - SIGNAL SILENCE _ AC POWER FAILURE_T_ FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 1 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 77-0 147.0000mA 20.083V (0.317V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 20'-0 63.0000mA 20.013V (0.07V) 3 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 24'-0 41.0000mA 19.9383V (0.0747V) 4 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 18'-0 41.0000mA 19.8868V (0.0515V) 5 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 15'-0 41.0000mA 19.8477V (0.0391V) 6 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 18'-0 41.0000mA 19.8052V (0.0424V) 7 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 18'-0 41.0000mA 19.7673V (0.0379V) 8 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 1T-0 41.0000mA 19.7358V (0.0315V) 9 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 23'-0 41.0000mA 19.6989V (0.0369V) 10 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 18'-0 69.0000mA 19.6746V (0.0243V) 11 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 27-0 41.0000mA 19.6542V (0.0204V) 12 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 15-0 69.0000mA 19.6441V (0.0101V) 13 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 1T-0 41.0000mA 19.6398V (0.0043V) 297-0 717.0000mA Total Current: 717.0000mA (Total VDrop Percent:3.73%) Total Voltage Drop : 0.7602V 15CD 15CD • / \ / 15CD 30CD • / • / 4 4 tot 4 53 ♦ 11111111111111 ♦ 11111111111>.s ♦ 4 WIRING DIAGRAM 30CD 75CD 15CD 4 ti; co 14/2 75CD B .4,1% 14/2 15CD co SK -5496 120V ACCEPTED Er Without Comments O As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City st ndards. Acceptance is subject to errors and o ,nissions which do not authorize vlo'aticns of adopted nndards and ordinances. 33ances. The responsibility for the . qu8cy of cicsicii rests totally with the designer. -dations, de'edo s _e isiors to theme drawings after -_ms date W) Bio;d _ ceptance and 'till require a sulf! i:ta3 rantings for subsequent approval. `nal acceptaric Is s=uotect to field testznd inspection by --)e Tukwila Ftre Pr event or! Bureau. Sate: / 9-l5 By: -1 TUK 1t.- a E DEPARTMENT iEi'NT Please mss' 206-575-4407 and give this Fire Permit No • f �-F-UIQ and exact address for shut- down or restoration approvat ♦ IIIMIMMIMIMIIIM • 20 AMP Area 0 r0► GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER FIRE ALARM SYSTEM OPERATIONAL MATRIX DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. MISCELLANEOUS_ 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 ALARM TROUBLE I SUPERVISORY CAUSE Q J�iy� PJ:Ry P4,�� 44 �p'� 'C G �.� v J 4 �P 0 i%i 4PP�04 �,Sy 4/1 Q 04/0 Q- t 4� �/ �4P� �4.A/�444 50 6 x: p'' Q'P PG% -"C 4.., OJ4P Q�O`c;4�ejJ � p�p�4 4'l AU fJ(j• y�1 N. Q /. 4 fP� Pte/ �'� WA ST LICENSE: FIRESWI055LW REMARKS SMOKE 1 HEAT DETECTORS MANUAL PULL STATION`♦ SYSTEM RESET - SIGNAL SILENCE _ AC POWER FAILURE_T_ FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS . _ } ._ _� .. ._ _. 8 j� _ ---- - - ___________ _ _ __ TAMPER SWITCHES `WATERFLOW SWITCH • * 0 ___. --- - ______ ._.__---- _____ ._____-__ J 30CD 75CD 15CD 4 ti; co 14/2 75CD B .4,1% 14/2 15CD co SK -5496 120V ACCEPTED Er Without Comments O As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City st ndards. Acceptance is subject to errors and o ,nissions which do not authorize vlo'aticns of adopted nndards and ordinances. 33ances. The responsibility for the . qu8cy of cicsicii rests totally with the designer. -dations, de'edo s _e isiors to theme drawings after -_ms date W) Bio;d _ ceptance and 'till require a sulf! i:ta3 rantings for subsequent approval. `nal acceptaric Is s=uotect to field testznd inspection by --)e Tukwila Ftre Pr event or! Bureau. Sate: / 9-l5 By: -1 TUK 1t.- a E DEPARTMENT iEi'NT Please mss' 206-575-4407 and give this Fire Permit No • f �-F-UIQ and exact address for shut- down or restoration approvat ♦ IIIMIMMIMIMIIIM • 20 AMP Area 0 r0► GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: WHITMORE LAW DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORTDENT WAY, SUITE 210 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 -. PHONE: ___--- PHONE: (253) 833-1248 FAX: FAX: (253) 735-0113 WAST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL II 146053 A B EX wP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 cd = 20'x20' 30 Cd =20'x20' 75 ed = 20x20' 30 cd = 30'x30' 75 cd = 30x30' 95 cd = 30x30' 75cd=40'x40' 95 cd .40700' 110cd=40140' 95 ed =50k50* 110 cd =50550' 115 cd = 50'x50' Jskw 1:5./ WORK AREA v VICINITY MAP SCALE: N.T.S. t1: :n1 C e UTiiv 6840 Far y Pho y ;3r Valley PAID JAM 11 2319 TUKWILA FIRE Cc I. 3/O" Fax: (253) 735-0113 00 N M M co M 10 C1 WA CL# FIRESWI 14081 v m y z 0 N W m ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT V) z J w 0 W 1- 0 W 1- 1-• N a W 1- _ w ce MS -7 SERIES 0 0 W W 1- 1- u- SYSTEM SENSOR w CEILING HORN STROBE 0 N W CO W CO m W 0 1- N ce 0 J 0 0 SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL FC WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS MINI HORNS 0 00 WHITMORE LAW FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 r a u_ V W 0 a O L W dui = 'mu- wI EX 0 EX TEL./ \ ELEC. SIG3.1 TELECOM OFFICE SIG3.3 ):.%C 76CD SIG3.2 EX 15CD \ / SIGH / \ 15CD SIG4410 1 15CD OFFICE RECEPTION BREAK ROOM WORK ROOM SIG3.4 30CD SIG4.13 EOL 4.7K 0 ®TO\ 15CD \ EOL 4.7K SIG4.1 34.1-4 75CD 1 SIG4.12 15CD \y/ SIG4.3 \/ SIG4.4 / \ 15CD / \ 15CD CONFERENCE OFFICE OFFICE OFFICE WHITMORE LAW =.mss Ell Ell -- SCALE:118 =1'-0" 12' 20' SUITE 210 FIRE ALARM PLAN OFFICE GENERAL NOTES ! SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: WHITMORE LAW DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORTDENT WAY, SUITE 210 206 FRONTAGE ROAD NORTH, STE 1 TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833.1248 FAX: — FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESW1055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 A 8 EX WP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15cd=20'x20' 30cd=20520' 75cd=20120' 30cd=30'x30' 75cd=30130' 95cd=30500' 75cd=40140' 95cd=40140 110cd=407x40' 95 cd=50150' 110cd=50150' 115cd=50150' WORK AREA VICINITY MAP SCALE: N.T.S. w w owltit Fax: (253) 735-0113 WA CL# FIRESWI 140B1 4, w >- 1— CI O z NEW DEVICE COUNT ISSUED_ FOR REVIEW car N D= 0 0 0 W 1- SYSTEM SENSOR WHITMORE LAW FIRE ALARM PLAN W a 1- CONTRACT WITH: CEILING HORN STROBE W 1- a SYSTEM SENSOR OUTDOOR WALL HORN STROBE 0 W F- 3 ET! SYSTEM SENSOR w H m SYSTEM SENSOR 0 w ce MS -7 SERIES GAMEWELL FCI 0 W 1- I N J 6 a GAMEWELL FCI u- 0 a GAMEWELL FCI w )— CO 0 N J PULL STATION SMOKE SENSORS O ON-SITE CONTACT: BILLY SHADRIN 206-2989 (0 LOO 1- 0) N CD 1- c) w -)0 a w 0 w V HEAT SENSORS O F tsrbk-g• sc /+ G£Rr 60,14,0 O/VTA o- f0 /6fM#C 6- £ fs, iA Aired/4 M Dft Z Z. OctF,iW /A ,ci,2ici /So a< t 5r ay It Wo ,EX/5T/N4 AWN tom/• at ,A/or5 : AJTDL tiF. /5 5X Aec6 72 2a t /7iOAML-Jo/4'5 x 51—l„1�� ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or recisions to these 'r wings after this date ;v II vola r,-4.; 3 a ,:?:�t.:_incean; will rcquire a resaai .itn1 of revised drawings. ra•vuings. Fin I , _-e 3t- -nce is sn'o ject to field - Py ield- :;y a representative of this dep../Brit DATE //�� g /2— / iL f- -` CITY CF T''K I CITY LA 515-4401 Northwest Communications & Alarm, Inc. P.O. Box 6277 • Lynnwood, WA. 98036 206 775-4456 206 623-4362 800 962-2220 FAX 206 776-4897 Plu]Alexander Custom AudioNideo • Security • Fire • Intercom • Vacuum TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. d and exact address for shut- down or restoration approval, A!/c F 1` / d9 -/V-4 AAf61 _N19-M(6t4: ieoic A7,4--- AN TWO Fl r Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY USER TEXT UL FM 5499 9 AMP NAC POWER SUPPLY W/SYNC SILENT KNIGHT 5499 5499 1 1 5499 B 1 NAC ;; 75.0000mA OSMOKE, PHOTOELECTRIC, ADDRESSABLE SILENT KNIGHT SK -PHOTO PHOTO 1 Total Panel Stby Listed Total Panel Alarm o/ L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING SYSTEM SENSOR SCWL SCWL 12 (0.0683V) 4 SCWL BL -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING SYSTEM SENSOR PC2WL PC2WL 1 PC2WL 1 L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING (Notification) BL -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING SYSTEM SENSOR PC2WL PC2WL 3 L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING (Notification) 0.0000mA 0.0000mA BL -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING SYSTEM SENSOR PC2WL PC2WL 1 0.0000mA 164.0000mA 164.0000mA O\ L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING SYSTEM SENSOR SCWL SCWL 1 111.0000mA PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD al EOL 41K CI EOL 4.7K SILENT KNIGHT EOL -4.7 EOL -4.7 2 L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 15'-0 41.0000mA Battery Calculations for Panel: P1 Part No:5499 Job number: Address 1: Address 2: Phone: 253-833-1248 Designing Job Site: Authority - 9 AMP NAC POWER SUPPLY W/SYNC 817-0541 Job name: LINDAL HOMES 6840 FORT DENT WAY TUKWILA, WA98188 Fax: engineer: MATT CARLMAN FORT DENT II having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Total Standby Alarm Total Alarm 5499 Panel Panel Equipment _.__ 20.4V 1 5499 B 1 5499 DISTRIBUTED POWER MODULE BOARD 75.0000mA 75.0000mA 205.0000mA 205.0000mA PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 30CD 24'-0 Total Panel Stby 75.0000mA Total Panel Alarm 205.0000mA SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD Peripheral Devices 41.0000mA 20.1287V (0.0683V) 4 SCWL 12 L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 41.0000mA 492.0000mA PC2WL 1 L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 94.0000mA 94.0000mA PC2WL 3 L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 69.0000mA 207.0000mA PC2WL 1 L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 164.0000mA 164.0000mA SCWL 1 L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING (Notification) 0.0000mA 0.0000mA 111.0000mA 111.0000mA PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD 1T-0 Total Peripheral Stby 0.0000mA Total Periph Alarm 1068.0000mA SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 15'-0 41.0000mA 19.9713V (0.0076V) 11 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 15'-0 Total Standby Amps 75.0000mA Total Alarm Amps 1273.0000mA Standby time: 24 Hrs 1.8Ah Alarm time: 5 Min 0.106Ah Battery requirement: 1.906Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.287Ah 011111111111111111111111111111111 • Circuit Calculations Panel: P1 Card: 00 Circuit:SIG1 Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop i• Sv /ems 4 3 . OQ. Qp `4' Q //e$ <-11 aP % 0,y Q/66,:/:-0 44,cOF 0 1 /Q J /y J % 4 / , p/4 ' P P P J 0 /Qo 1Q ,>5.0J. 4 . Q y 4. ,' p c.Pv. Qp4q is- 4,4 :.0 y$ / II Q" P/?' PO PO cP q QO` OJ /4iU0 : ' Q,,, p 77,e 5499 Panel SMOKE t HEAT DETECTORS.__ ___- MIANUAL PULL STATION ___.__ SYSTEM RESET SIGNAL SILENCE -- -- AC POWER FAILURE _.__ 20.4V 1 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 40'-O 41.0000mA 20.2693V (0.1307V) 2 PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 30CD 24'-0 94.0000mA 20.197V (0.0724V) 3 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 28'-O 41.0000mA 20.1287V (0.0683V) 4 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 19'-0 41.0000mA 20.0872V (0.0415V) 5 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 19'-0 41.0000mA 20.0505V (0.0367V) 6 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 14'-0 41.0000mA 20.0269V (00236V) 7 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 11'-0 41.0000mA 20.0112V (0.0157V) 8 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 14`-0 41.0000mA 19.9947V (0.0165V) 9 PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD 1T-0 69.0000mA 19.9789V (0.0158V) 10 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 15'-0 41.0000mA 19.9713V (0.0076V) 11 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 15'-0 41.0000mA 19.9676V (0.0038V) 216-0 532.0000mA Total Current: 532.0000mA (Total VDrop Percent:2.12%) Total Voltage Drop : 0.4324V Circuit Calculations Panel: P1 Card: 00 Circuit:SIG2 Circuit Name: SIG2 Circuit Type: Notification Terminal Voltage: 20.4V: DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop i• Sv /ems 4 3 . OQ. Qp `4' Q //e$ <-11 aP % 0,y Q/66,:/:-0 44,cOF 0 1 /Q J /y J % 4 / , p/4 ' P P P J 0 /Qo 1Q ,>5.0J. 4 . Q y 4. ,' p c.Pv. Qp4q is- 4,4 :.0 y$ / II Q" P/?' PO PO cP q QO` OJ /4iU0 : ' Q,,, p 77,e 5499 Panel SMOKE t HEAT DETECTORS.__ ___- MIANUAL PULL STATION ___.__ SYSTEM RESET SIGNAL SILENCE -- -- AC POWER FAILURE _.__ 20.4V 1 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 46'-0 41.0000mA 20.2486V (0.1514V) 2 PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD T-0 69.0000mA 20.2273V (0.0213V) 3 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 24'-0 41.0000mA 20.1€46V (0.0628V) 4 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 15CD 21'-0 41.0000mA 201149V (0.0496V) 5 PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD 1T-0 69.0000mA 20.079V (0.0359V) 6 SCWL L -SERIES STROBE, 2 WIRE, M -C, WHITE, CEILING, 75CD 21'-0 111.0000mA 20.0436V (0.0355V) 7 PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 95CD 43'-0 164.0000mA 20.0003V (0.0433V) 179'-0 536.0000mA Total Current: 536.0000mA (Total VDrop Percent:1.96%) Total Voltage Drop : 0.3997V 14/2 14/2 . . . . • r FIRE ALARM SYSTEM OPERATIONAL MATRIX DESIGNISUPPUER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY 206 FRONTAGE ROAD NORTH, STE i ALARM TROUBLE SUPERVISORY MISCELLANEOUS ! CAUSE i• Sv /ems 4 3 . OQ. Qp `4' Q //e$ <-11 aP % 0,y Q/66,:/:-0 44,cOF 0 1 /Q J /y J % 4 / , p/4 ' P P P J 0 /Qo 1Q ,>5.0J. 4 . Q y 4. ,' p c.Pv. Qp4q is- 4,4 :.0 y$ / II Q" P/?' PO PO cP q QO` OJ /4iU0 : ' Q,,, p 77,e REMARKS WA ST LICENSE: FIRESWI140B1 SMOKE t HEAT DETECTORS.__ ___- MIANUAL PULL STATION ___.__ SYSTEM RESET SIGNAL SILENCE -- -- AC POWER FAILURE _.__ ._ ___ _. }}"._._.-..____./_ i.--. j ) _ j I ! '.i 9 - I. - 1 I _ - • _ _ W -.____ - .----._...-- _ -_.__- ------ - _ __- -__._____ - - ----- ___ __-_ -- - _- __ FIREALARMTROUBLE(OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS I 1 ________ TAMPERSNATCNESt.._...- `WATERFLOW SWITCH 00 4>? 0 1 I I- - --_________________________ J .11111111111111111111111111•1111. . . WIRING DIAGRAM . . INIMIS111111111111111111. SK -5499 . . 120V 20 AMP Area 0 1 4 - 1♦- r D 1W Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire e e ndon Sureao _ forrnafce with current City standards. r cce : subject to errors and Nizissions which , ;-,,)t ° tnonze violations of adopted .ndards ano oro-,;:`ces. The responsibility for the ,yequacy of oes : , totally with the designer, Aadition5, - Vision.s to these drawings after this date v vc, Ot p and will require a resubmit; ;x(17wincis for subsequent approval. Final acceptance is suo)ecc to field test and inspection by The Tukwila Fare Prevention Bureau. Date: / -.),L1- 1 By: l v 5'1,, 1 T11 AW Sik FIRE DEPARTMEIT Pi. a call 205-575-4407 and ti Eos Fire Per Tltt No. and e=t fir- for shut- down or restxelon approwl. GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING A NEW FIRE ALARM POWER SUPPLY FOR TENANT IMPROVEMENT. 10. FIRE SYSTEMS WEST WILL BE INSTALLING A NEW SMOKE DETECTOR ABOVE NEW POWER SUPPLY. 11. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: LINDAL VOMES DESIGNISUPPUER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY 206 FRONTAGE ROAD NORTH, STE i TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: - - - FAX: (253) 735-0113 WA ST UCENSE: FIRESWI055LW_ WA ST LICENSE: FIRESWI140B1 DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL II 146053 A B EX WP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15cd-20520' 30cd-207(20' 75cd=207(20' 30cdc30'00' 75cd=30130' 95cd=30x30' 75 cd = 40x40' 95 cd = 40x40' 110 cd c 40x40' 95cd=50550' 110cd=50550' 115cd=50x50' WORK AREA VICINITY MAP SCALE: N.T.S. ( i e Ca University o 6S4D Fort Dent' eri lar Veiny PAID CC; 17 2I TUK1M1 A F'F e .71 0 w 1 - CO 1_ 0 0 0 a Z Co 0 1- Z_ CS CL WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 c0 2 m c0 3 w a 00 N N z 0 Uf S w re ISSUED_ FOR REVIEW 0 NEW DEVICE COUNT -J 0 zd a 0 0 0 0 0 0 N Z LL w 1- w F = w w 1- 0 Lu w w w J w 0 0 0 Q. or a a U) w MS -7 SERIES LL N a LL 0 F- 2 2 SYSTEM SENSOR w CEILING HORN STROBE 0 0) w F - to to w 0 1- 0) z oC 0 J J 0 0 0 SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS MINI HORNS 0) a io' O e 1 LINDAL HOMES FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 LO O ti CO O N O w w w z CONFERENCE \O/ SIG1.3 /1/4-1\ 15CD OFFICE WORK ROOM BOARDROOM \ / SIG1.4 \O/ SIG1.1 / \ 15CD WORK ROOM FLEX ROOM • \ 15CD SIG12 r( 30CD >:-X SIGH 15CD I 11 COPY \ / SIG1.5 / \ 15CD • SIG2.2 15CD JAISF. / SIG1.6 FLEX ROOM \ 15CD OFFICE LINDAL HOMES 0 2' 4' 6' 8' 12' 20' SCALE: 118"=1'-0" \o/ SIG2.3 / \ 15CD \ / SIG1.7 / \ 15CD OFFICE WORK ROOM SIG1.8 \O/ 15CD /\ OFFICE WORK ROOM SIG2.4 15CD \pp/ /i• BREAK ROOM TELECOM 1 H SIGH ) 15CD_/' OFFICE \O/ SIG1.10 \ 15CD OFFICE H SIG2.5 15C0 \/ SIG1.11 /0\ 15CD 0 EOL 4.7K 0 SIGH 75CD WORK ROOM WORK ROOM 952.7 ( 95CD ® EOL 4.7K 0.. j;,� SUITE 200 FIRE ALARM PLAN GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING A NEW FIRE ALARM POWER SUPPLY FOR TENANT IMPROVEMENT. 10. FIRE SYSTEMS WEST WILL BE INSTALLING A NEW SMOKE DETECTOR ABOVE NEW POWER SUPPLY. 11. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: LINDAL HOMES DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY 206 FRONTAGE ROAD NORTH, STE I TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833.1248 FAX FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 A 1412 FPLP B 1612 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHERPROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 =20'920' 30cd=20'x20' 75cd=20'920' 30 cd = 30)(30' 75 cd = 30)(30' 95 cd = 30)(30' 75 cd = 40x40' 95 cd = 40'x40' 110 cd = 40x40' 95 cd = 50X50' 110 cd = 50x50' 115 cd = 50X50' WORK AREA VICINITY MAP SCALE: N.T.S. al dla'ica k tent Gtr, 6840 Fort Den ly dlan Vales Lute vira U % w F - co co � WJit47 co1"11 0 Z ▪ O • 0 0 at 0c. �Iice U. 0 v 14 Qa ITIN N a Fax: (253) 735-0113 CNA M OZtM 63. WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 co s W a u) O N 5 ce ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT 0 0 0 0 0 0 0 4n v= W 1- W 1- W 1- x 0 W ce W 1- W W 9- x J W O0 a d or LL MS -7 SERIES J a 0 LL 0 9- SYSTEM SENSOR W CEIUNG HORN STROBE 0 0 03 w W W F- ! - N W SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS a a LINDAL HOMES FIRE ALARM PLAN CONTRACT WITH: LU ›- au Lu co Q J LaiJ c.i CO Z t0 M CL ) ON-SITE CONTACT: BILLY SHADRIN 206-2989 673r ti W W N -- FILE:Lindal Homes Fire Alarm Plans.cad DATE:10/16/18 TIME:15:01:04 -- Symbol Legend Part No:5499 - 9AMP NAC POWER SUPPLY W/SYNC Job number: 817-0585 Job name: MAINSPRING Address 1: 6840 FORT DENT WAY, SUITE 160 Address 2: TUKWILA, WA98188 Phone: 253-833-1248 Fax: Designing engineer: MATT CARLMAN Authority having jurisdiction: CITY OF TUKWILA MODEL QUANTITY UL FM SYMBOL DESCRIPTION MANUFACTURER PART NUMBER Voltage Drop 9 AMP NAC POWER SUPPLY WISYNC SILENT KNIGHT 5499 5499 1 5499 B 1 NAC , 75.0000mA �0 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 6 Total Panel Stby 75.0000mA I{ L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 21'-0 ):%C L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 41.0000mA 246.0000mA H L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 2 147.0000mA PC2RL Ea 47K0 m EOL 4.7K SILENT KNIGHT EOL -4.7 EOL -4.7 1 PC2RL 2 Battery Calculations for Panel: P1 Part No:5499 - 9AMP NAC POWER SUPPLY W/SYNC Job number: 817-0585 Job name: MAINSPRING Address 1: 6840 FORT DENT WAY, SUITE 160 Address 2: TUKWILA, WA98188 Phone: 253-833-1248 Fax: Designing engineer: MATT CARLMAN Authority having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Tota! Standby Alarm Total Alarm Voltage Voltage Drop Panel Equipment 5499 Panel p �� QO Q"t 5499 B 1 5499 DISTRIBUTED POWER MODULE BOARD 75.0000mA 75.0000mA 205.0000mA 205.0000mA 19.3025V (1.0975V) 2 Total Panel Stby 75.0000mA Total Panel Alarm 205.0000mA 19.2308V (0.0717V) Peripheral Devices PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 21'-0 147.0000mA SCRL 6 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 41.0000mA 246.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 147.0000mA 147.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0030mA 69.0000mA 69.0000mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 94.0000mA 188.0000mA 19.0258V (0.0133V) 8 Total Peripheral Stby 0.0000mA Total Periph Alarm 650.0000mA 19.0107V (0.0151V) 9 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 15-0 41.0000mA 18.9983V (0.0124V) 10 Total Standby Amps 75.0000mA Total Alarm Amps 855.0000mA Standby time: 24 Hrs 1.8Ah Alarm time: 5 Min 0.071Ah Battery requirement: 1.871 Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.246Ah 1111111111111111111111•11111111 • ACC: Without Comments As Noted n Re 0 Per Me Attached Letter These plans have be -evieveed by ;n€ i ukwfia Fire -7`' ntion Bureau f ° .oriiance , .ftt curre. Oty -ndurc5. ;z7,-:731 4 _"r r: - t;zsIons wn.c i •'.T' t -dards and cr v . r r €nal accept. 3 : anti itiSQecT. , r,e Tukwila F:: By . sl , ,)ate: S -(o- 1 `i Circuit Calculations Panel: P1 Card: 00 Circuit:SIG1 SITE CONTACT: :: MAINSPRING rirs. /ALARM O i J a Cm Wr GIN" 1 i JiunL mmin i ivn Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Ampge: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop � 5499 Panel p �� QO Q"t 20.4V 1 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 275-0 94.0000mA 19.3025V (1.0975V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21'-0 41.0000mA 19.2308V (0.0717V) 3 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 21'-0 147.0000mA 19.1644V (0.0664V) 4 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 24'-0 41.0000mA 19.1102V (0.0542V) 5 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 1T-0 41.0000mA 19.076V (0.0341V) 6 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 21'-0 69.0000mA 19.0391V (0.0369V) 7 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 10'-0 41.0000mA 19.0258V (0.0133V) 8 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 14'-0 41.0000mA 19.0107V (0.0151V) 9 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 15-0 41.0000mA 18.9983V (0.0124V) 10 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 1T-0 94.0000mA 18.9884V (0.0098V) 435-0 650.0000mA Total Current: 650.0000mA (Total VDrop Percent:6.92%) Total Voltage Drop : 1.4116V . . -1 is\I it -A FIRE DEPARTMENT Please call 206-575-4407 and give 'ails Ere Permit No. and elect -Address for ;.4.E-..14:- down or restoration ppa'1 .vL . . 11111111111111111111111111111 . . �� . WIRING DIAGRAM TO FACP BREAK RM \ :� i SIG1.2 15CD 14/2 30CD SK -5499 120V 20 AMP Area 0 .. CONFERENCE 1 moi SIG1'4 15CD SIG1'3 75CD OFFICE OFFICE CONFERENCE • / SIG1.5 0\ 15CD EOL 4.7K 0 OFFICE SIG1.6 15CD MAINSPRING S1111 CALE: 118"=l -O" 20' SIG1.10 30CD ,c)i SIG1.7 / \ 15CD OFFICE OFFICE i SIG1'9 i0• 15CD • / SIG1.8 /4\ 15CD OFFICE SUITE 160 FIRE ALARM PLAN GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFAOTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: :: MAINSPRING rirs. /ALARM O i J a Cm Wr GIN" 1 i JiunL mmin i ivn 6840 FORT DENT WAY, SUITE 160 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 ALARM TROUBLE SUPERVISORY MISCELLANEOUS 1 CAUSE � 43% .�0�4��5 � � IPC' �pFc' N-, ,f'' C' PC's, gQCy4944)3 raf �P��%� 4 yJ, p �� QO Q"t Q .114c3 �a 0,,ge4� /ao e';'/' `35 Fy"53,c2 �v./4- 0/0 REMARKS SMOKE 1 HEAT DETECTORS MANUAL PULL STATION M 0 4� SYSTEM RESET 1 SIGNAL SILENCE ' 4b AC POWER FAILURE FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITL4TION OR wow CIRCUITS-_ } - 4 - + - - - - ---- - - TAMPER SWITCHES r WATERFLOW SWITCH i J . �� . WIRING DIAGRAM TO FACP BREAK RM \ :� i SIG1.2 15CD 14/2 30CD SK -5499 120V 20 AMP Area 0 .. CONFERENCE 1 moi SIG1'4 15CD SIG1'3 75CD OFFICE OFFICE CONFERENCE • / SIG1.5 0\ 15CD EOL 4.7K 0 OFFICE SIG1.6 15CD MAINSPRING S1111 CALE: 118"=l -O" 20' SIG1.10 30CD ,c)i SIG1.7 / \ 15CD OFFICE OFFICE i SIG1'9 i0• 15CD • / SIG1.8 /4\ 15CD OFFICE SUITE 160 FIRE ALARM PLAN GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFAOTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: :: MAINSPRING DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY, SUITE 160 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX::..._- -_ - FAX: (253) 735-0113 WA ST LICENSE: FIRESW1140B1 WA ST UCENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October 1, 2019 A e EX WP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 cd = 20'x20' Ned = 20)(20' 75 cd = 20720' 30 cd =30'x30' 75cd=30)(30' 95cd=30x30' 75 cd = 40'(40' 95 cd = 4014V 110 cd = 40'00' 95cd=501c50' 110cd=50)(50' 115cd=50)(50' WORK AREA VICINITY MAP SCALE: N.T.S. k Unwefeity at Pro 40 Fart Dent Way d an Vaiiey 1. b PAID APR ' r 2I'liq Fax: (253) 735-0113 WA ECL# FIRESWI 055LW WA CL# FIRESWI _ 2 co 3 s y z O N 5 W ce ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT J 0 CI 0 0 0 _ co W 1- a W 1-- W 1-- W 1- 0 W ce LLI 1- F -M M _ J W 0 0 C4 a.. P1 Q 0) MS -7 SERIES 0 SYSTEM SENSOR SYSTEM SENSOR W 1- CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI o ILS J J 3 w W W d' a 0 0 GAMEWELL FC WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS 61'.1 U 00 MAINSPRING FIRE ALARM PLAN co '4.) ti CONTRACT WITH: **BRANCH TO BE PREWIRED** -p 1(c PPL QUIP/SUPP. OPEN 107 Eie to) TRESTROO COMOMS N MO7 " 15' 3 4 CEILING HEIGHT 9'6" THROUGHOUT 31'-4" 15'-74" PLA N TH PARTITION PLA\ �\ 1/8"=r- MANUFACTURE /8"=r- MANUFACTURE MODEL DESCRIPTION SYMBOL SILENT KNIGHT 5495 POWER SUPPLY fA -j board and conduit and coordinate install of CAT5E SYSTEM SENSOR CEILING MT. HORN/STROBE STROBE Em work completion. "SCOPE OF WORK" DISTAL AN AUTOMATIC FIRE ALARM SYSTEM IN A ALL WIRE TO BE FPLR-MIN 18AW� 16AWG FOR NAC CIRCUITS. ALL STROBES TO BE AT 80" ON BOTTOM, HORNS TO BE 75 DB MINIMUM THROUGHOUT. ALL PULL STATIONS AT 48" ON TOP. MONITORING VIA Ut_ + USTP-D CENTER STATION. A FULL SERVICE AGREEMENT IS IN PLACE TO ASSURE PROPEL? TESTING AND Ir":AlNTENAN CE PER NFPA 72 STANDARDS. ALL WORK TO BE PER'CE;MErr, IN WC`.-ii"AN LIKE FASHION. INSTALLATION ::; :..L MEET USC, UFC, WAC, !FO COD 7. , Ft; ..t. PrtIOR TO CI-ALLING I O' ; LLC :'„` *c. _ VEST. DRAWN BY CONT#FIREPVi e1 Mi U*CAT6*FIIO2;ray SEATTLE MME i Ld.{i Jj_P.0-44 CgF�P84�1471 gOPE.. 'it' `` F' a §A r_L ft Ft' f' s"s � 4?, ,.� •f t*a.. Fire Protection In c.) �- EIOSTt L) - 75 3c) iE- LLc -t- tr) 1 E x 1S `1-1Ac. )(- FFC fxv isszp IN - rr E Fire Protection, Inc. 1730 GIBSON ROAD EVERET; WA 98204 (425) 290-9600 or 800-6c61-1125(Phone) 425-.,,5 _ 6 X afo 44 a "004, Vii, to 0 NFPX 0048051 D—Mark extension work per Detail on sheet 4 of 5. to be completed on the first day of construction. GC to install board and conduit and coordinate install of CAT5E lines with INC. Email photo to Leasing Coordinator to confirm work completion. Edward Jones BRANCH FACILITIES BRANCH OFFICE 51496 6840 FORT DENT WAY STE 150 TUKWILA, WA 98188 LEASE SQ. FT. 1450 NO. ISSUES/ REVISIONS DATE DESCRIPTION CFPS® #1473 -p� 1. C4TS (34 »QFOf /Pe44r 46 44g.t ,'spiNt. `Op"g-0° O 0 These plans a; Preeve„to n- st rrrds. - .c. _ om 1„ stanacrcts ACidtit,r resubmk.tat T -wile Fire ,-:,.0-rent City adopted :or the r t?- ntjiS after roou-re a su„ quen: approval. Final accepta-ce 14 s. bi€e jt to field test and inspection by The Tukwila Fire Prevenion Bureau. Date: -9-1\ By: AV'i� II DRAWN BY: EMM EXHIBIT A St DATE: _ FA 1.0 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 termination of the testing. 'T _- s a � call 206-575-4407 and dye this ire Permit No. 7 So and exact address for shut- down or restoration approval. I L PAID JUL 29 2011 TUKWILA FIR: acid .1,� � nI fP cn5 a w 0 J N 0 0 iv 0 U 0 0 U E = I C u- tfO 1 t QN N ON d' 0 N (j m . Ea .. I p 0� �U SOD IIS¢ 0.01 aEoo, oi=(nox *01 L. C4 TS h> .AofEisti IN MANUFACTURE MODEL DESCRIPTION SYMBOL SILENT KNIGHT 5495 POWER SUPPLY F7T SYSTEM SENSOR PC2R/SCR HORN/STROBE STROBE ON g ma AMPS 01 Fire Protection, Inc. 1730 GIRSON R AD, EVERETT, WA 98204 DRAWN BY Iiit C CONT#FIREPL*021 ML LI#CATS*f1L022CG SEATTLE FIRE DEPT#SCP-C-9955 NICET#4-#097337 CFPS#1473 PROPERTY OF Ai') ALL RIGHTS RE,�$.��i D� F=iRr PROTrzCTiOi•, INC. DATE ``tt C. xtSi l [i (v "SCOPE OF 'WORK" INSTALL AN AUTOMATIC FIRE ALARM SYSTEM IN A ALL WIRE TO BE FPLR-MIN 18AWG, 16AWG FOR NAC CIRCUITS. ALL STROBES TO BE AT 80" ON BOTTOM, HORNS TO BE 75 DB MINIMUM THROUGHOUT. ALL PULL STATIONS AT 48" ON TOP. MONITORING VIA UL LISTED CENTER STATION. A FULL SERVICE AGREEMENT IS IN PLACE TO ASSURE:: PROPER TESTING AND MAINTENANCE PER NEPA 72 STANDARDS. ALL WORK TO BE PERFORMED IN WOFWAAN LIKE FASHION. INSTALLATION SHALL MEET NFPA 72, UBC, UFC, WAC, IFC AND ANY LOCAL AHJ CODES. A FULL PRE-TEST SHALL BE C,:IM LETED PRIOR TO CALLING AHJ FOR 1 i:l_ ACCEPTANCE TEST. -I:C i `��c- :1L 1 r7C.A`r E() IA Ti mnc TS (ii1L tL2C fkL (Q or R. -0i i 01111, o EC15ri1 f Ag -c / /, RECEPTION CONSULT EXAM EXAM EXAM JANI FOR ACCEPTED Without Comments As H.Jeci in Red 0 Per Tne Attached Letter These plans f -:b ,. _..,?wed by The Tukwila Fire Prevention Burl: +. rm nce w th current City standards. f; .: t> !_h ect to errors and omissions t+ I ID; ire violations of adopted standards and c .( I, --rc :a. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revAs ons to these drawings after this date will void this acceptance and will reguire;a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau./ Date: 1" 1y fa"10 By: w► 1 TUKWILA FIRE DEPARTMl.0 Please call: 575.440 and give this job io. /0 -F -v 0 3 nJ exact address for Shut. Town or restoration aDj\re )041%11 bre4kcr 11441‹ G14b4 p oti' CLeCtiC41,4ei FA- - Ue-c4 s>�k.c de+. cWo r - I A P- Auov&t; i -Iv S -c -C1,✓ld v e T J • 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 termination of the testing. FIRE ALARM SCALE 3/32" - 1'0" NORTH FORT DENT 11 6840 FORT DENT WAY TUKWILA, `WASHINGTON 98188 P-10 Si P9�fir Fire Protection, 1 1730 GIBSON ROAD • EVERETT, WA 98204 (425) 290-960035 800 88(1-1125(Phone) 425 - Marvin Ste :. �.sociates, 'Lc planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441-1449 DRAWN BY: MW CHECKED BY: GG JOB NO.: 00153.080 NO. REVISIONS INDICATED THUS A PERMIT SET DATE 12/01/09 BY MW TENANT: AMERICAN LASER CENTER (FIRST FLOOR) SHEET TITLE: FIRE ALARM 71, JAN 2010 i1.1Yla Fire z14/C REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS&A, IS p A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT IN BY MS&A 2009. c Q v c U J ACT ACOUSTICAL CEILING TILE JT JOINT ADJ ADJACENT / ADJUSTABLE LL@TE BY LANDLORD AT TENANT'S EXPENSE AFF ABOVE FINISH FLOOR LF LINEAL FOOT ALT ALTERNATE MAX MAXIMUM ALUM ALUMINUM MECH MECHANICAL APPROX APPROXIMATELY MFR MANUFACTURER AT MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED BIS BUILDING STANDARD MTL METAL N NCCLINEZ COMB,/, OM NOMINL/ CONT CONTINUOUS OPNG OPENING CARPET OPP OPPOSITE"" CT CERAMIC/CONCRETE TILE ORIG ORIGINA DIA DIAMETER PERM PERMANENT DIM DIMENSION PL PLATE DR DOOR PLAM PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR EXISTING / EAST PTN PARTITION« EACH: R RADIUS / REMOVE I RELOCATE ELEC ELECTRIC RB RUBBER BASE ELEC'L ELECTRICAL REF REFRIGERATOR ELEVATION (VIEW) REINF REINFORCING EXISTING REQ'D REQUIRED EXT EXTERIOR REV REVISION / REVERSE FINISH RM ROOM FLR FLOOR RO ROUGH 0 ENI OPENING FLUOR FLUORESCENT S SOUTH FR FIRE RATED SCHED SCHEDULE'Fri"; FT FEET SC SOLID CORE FURN FURNISH/FURNISHINGS SECT SECTION GA GAUGE SIM . SIMILAR GALV GALVANIZED SPEC SPECIFICATION GD GARBAGE DISPOSAL SQ SQUARE GL GLASS /GLAZING STD STANDARD GWB GYPSUM WALL BOARD STL STEEL HC HOLLOW GORE STOR STORAGE HDW HARDWARE SUSP SUSPENDED HM HOLLOW METAL TEL TELEPHONE HT HEIGHT TYP TYPICAL HVAC HEATING, VENTILATING, VCT VINYL COMPOSITION TILE AIR CONDITIONING VERT VERTICAL IN INCH W WEST INCL INCLUDE W/ WITH INSUL INSULATION W/0 WITHOUT INT INTERIOR WC WALLCOVERING WC WOOD SITE LONGEST COMMON AREA OF WORK coc SCOPE O F WORK PATH: 70'-6" z . ' FORT DENT WAY TENANT IMPROVEMENT TO PART OF THE FIRST FLOOR FOR OFFICE USE TO INCLUDE DEMOLITION OF PARTITIONS �� 1405 • AND CONSTRUCTION OF NEW PARTITIONS, DOORS, RELITES, LIGHT FIXTURES AND OTHER FEATURES. FORT D ENT II - AREA OF SUITE: 1,831 USF Er—1 77 ( MI Jw LEDCGCN EEE;IiL;:LNGCOIBC) ® IwITUKLA 7� / �� ' I I I ( /LCPT IONAL BUILDING CODE (IBC) WASHINGTN188 ♦♦ �Ihlao C I 2006 INTERNATIONAL FIRE CODE (IFC) ri;� L I `I � `1 r -7-I 2006 UNIFORM PLUMBING CODE (UPC) /III ► It / 2006 ., .o / INTERNATIONAL MECHANICAL CODE IMC (IMC) I , �411 ; 1 E .� i 2005 NATIONAL ELECTRICAL CODE NEC / 111111111111, 111111111111 sa o• t +', = }- '� i/. W. OA %/�_/ /� n ICC/ANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2003 EDITION 1111111 AN _l- ®] "'1 WASHINGTON STATE ENERGY CODE SEC WAC 51-11 2006 EDITION ), iEA ,E �I � , 9:.:11 WASHINGTON INDOOR AIR QUALITY CODE(W 2006 EDITION P � �� / � I� �' I /j!� rver*Wgr /��J, PARCEL #: 295 490 0425ELEV ��`` ,� _ ,ASSESSORS � -Tr. , `""""`°"°°' rji4ileit =s/ �. NTSEXIST VICINITY I N TTY MAP / rr LEGAL DESCRIPTION ®, he. V;0°11,1 ' 111111 ' /' ;, -�FIN ® `°'° "' 111111 / , ; naf. �, LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING 4�....... ,%a= i _, .: 1111 _ .•t = TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO / �i ,�� / _ _ , AREA O F WORK 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE . J A _ ___—_ ® MOST ST WESTERLY CORNER OF LOT 1 OF SHORT' PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER I,�� - , i Ar / � _•0"--�''�� —'�-- _ __ i/ GP e__"rvu+ I _ _ `_ _ _ _ KING COUNTY RECORDING N0 7908210370, THENCE NORTH 63°35'49" EAST 237.32' TO THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26°24'11' EAST 227.32' TO CORNER BETWEEN LOTS 1 AND 2, THENCE NORTH 63°3549" EAST /'/ _�____ ,_ �` ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2, 252.25, THENCE NORTH 36°24'11' WEST 77.65', THENCE NORTH 56°15'11"_ — 7 _ �� WEST 234.09', THENCE NORTH LONGEST TRAVEL DISTANCE: 134'-0' / � — /- i j ' - } \\ I 1 a___' 31°12'43" WEST 82.39' TO AN INTERSECTION WITH E THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58°471r WEST ALONG SAID NORTHWESTERLY LINE 102.77', THENCE SOUTH 55°39'53" WEST ALONG SAID LINE 63.16', THENCE SOUTH 48°39'58" WEST ALONG SAID LINE 55.63', THENCE SOUTH 39°21'15" WEST ALONG SAID LINE L_ ./� l ; ��j+ `1' DO , 88.24', THENCE SOUTH 30°04'58" WEST 85.21' T THE MOST WESTER 0 t LY CORNER OF SAID LOT 2, THENCE SOUTH 37°36'40" EAST 20.92 TO \.‘ `< � ,�;` THE POINT OF BEGINNING. • NO CHANGE TO BUILDING AREA OCCUPANT LOAD CALCULATION EGRESS TRAVEL l INFORMATION 1 '0' -OFT —T 2 ' .- j - �I ° �s�� 'T DENT 3 d1�I . :•. - _w,_, ` PROJECT DIRECTORY • NO EXTERIOR WORK TOTAL SUITE SQUARE FOOTAGE: 1,831 LONGEST "�% " 1 1 • NO CORE/SHELL ORK OCCUPANCY LOAD FACTOR COMMON / 100 LONGEST TRAVEL PATH DISTANCE: OF TRAVEL IN SUITE: 70'-6" 134'-0' " : s ��' •- JI o � 1 TENANT BUILDING REPRESENTATIVE Y Y R TOTAL = 19 OCCUPANTS 4 `ai -� .. ,- - • •�j , AMERICAN LASER CENTERS I JOHN C. RADOVICH DEVELOPMENT CO. NO p • STRUCTURAL WORK / i 1 24555 HALEWOOD COURT 2385 82ND AVENUE SE, SUITE 300 (1) EXIT REQUIRED; (1) EXIT PROVIDED 1 NORTH ( - - - — i - ► ® NORTH FARMINGTON HILLS, MI 48335 MERCER ISLAND, WA 98040 CONTACT: BOB MACK CONTACT: CHRIS SCALZO TELFAX: (2 8) 426-0641 (248)426-8250 TELEPHONE: (206) 267-2666 FAX (248) FAX: (206) 267-6061 EMAIL: bmack@alcpartner.com EMAIL: chdsscalzo@jcrdevco.com 1 I ABBREVIATIONS NA 2 1 KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION NA 4 SITE PLAN NTS DESIGNER CONTRACTOR MARVIN STEIN AND ASSOCIATES, LLC EXISTING STRUCTURE / A METAL STUDS STAGGERED 2221 FIFTH AVENUE SEATTLE, WASHINGTON 98121 CONTACT: STEVE NAVARRO PHONE: (206) 441-1449 FAX: (206) 441-4361 EMAIL: s.navarro@marvinstein.com -_ @ METAL CLIP 8'-0" O.C. FOR ALL UNBRACED PROVIDE 4'-0" WIDE ACOUSTIC SEISMIC BRACING (BEYOND) PER 10/TI-1. ':\ STRAIGHT RUNS OF WALL OVER 12-(r. ATTACH TO STRUCTURE ABOVE W/HILTI POWER DRIVEN BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG / FILLER UNDER u;:4RUNW00D FILICR � � DER 6'A�'4 RUNNERS (�'- FASTENER 3/4" MIN. (2) #10 SCREWS CONTINUOUS HVAC AND FIRE LIFE SAFETY NOTES , ' 1/8" BLACK -FOAM CEILING GRID - DOCEiLitlG AT SGUND AND DEMIS`NG PARTITIONS. III. IV - 11' (�j ,1, jl. 1 . TAPE, HOLD BACK 1/4" FROh, AGE OF TRACK NOT CUT. HVAC ..._... (BOTH SIDES_)EC 1. RECONFIGURE AS REQUIRED FOR ALTEr 11SNS. LINE OF CEILING GRID, (SEE s iw....t f J,# R.C.P., CONTINUOUS CEILING C REVEAL (PAINT SNACK) OR so� - . 2. RE -BALANCE HVAC SYSTEM. GRID SYSTEM- DO NOT CUT.) ( )' MATCH EXISTIU3 CONDITION. Vs ) REVEAL (PAINT BLACK) OR / SUSPENDED CEILING. ( ) (BOTH SIDES OF PARTITION) MATCH EXISTING. 3. CLEAN ALL EXISTING GRILLES. CONTINUOUS 'L' METAL TRIM WI ( j i PAPER WING ( ) 21/2" X 25 GA. STL. STUDS @ 24" 4. VERIFY AND RELOCATE THERMOSTAT(S) (BOTH SIDES OF (.---) CONTINUOUS 2-112" x 1-1/4" 25 118" BLACK FOAM ( ) � O.C. W! 5/8" GWB, TYPE'X', EACHMarvin AS NECESSARY. PARTITION) TAPE HOLD " ( GA. METAL TRACK WITH (2) #10 SCREWS BACK 114" FROM EDGE OF , (� •) SIDE. + 1 v lar V II� Ste e " soc iat es Li,c ( ) AT 24" O.C. TRACK. �� ' FIRE LIFE �� (1. SAFETY planning design ALL FIRE EXTINGUISHERS, HORN STROBES. EXIT SIGNS AND SPRINKLER HEADS, ETC. TO BE PER CODE. j ': ) '; 2221 Fifth Avenue, Seattle, Washington ) ( 98121 (206) 441-1449 ACOUSTIC BATT ( 2. CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. INSULATION AT ( ) 5/8" FIRE RETARDANT PLYWOOD) SOUND AND DEMISING ( )� BLOCKING < - PARTITIONS. AT WALL HUNG ITEMS 5 NA NA —) (WHERE APPLIC4BLE - REFER TO 6 NA NA DRAWING PLANS) ) ,�� DRAWN BY: MW (---- ALTERNATE FORBLOCKING: ', (SO ;; SHEET METAL AT+40" C_-- ( FROM FLOOR TO BOTTOM (IN GENERAL GENERAL NOTES CHECKED BY: GG ( ( C�� LIEU OF WOOD BLOCKING) 1. CONTRACTOR '-7 `— HEAD SECTION SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS REQUIRED. JOB NO.: 00153.080 LATERAL BRACING TENANT WALLS (NO CASEWORK) 2. CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN CONTRACT DRAWINGS & MAXr8' MAXX8' MAX 8' MAX 8' MAX 8' MAX ,y-2' MAX SPECIFICATIONS FOR BUILDING. NO. REVISIONS INDICATED THUS A DATE BY CONTINUOUS 25 GA. METAL) X8' 3. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF PERMIT SET 12/01/09 MW RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI = i + 1 \ 1 1 \ \ ANY DISCREPANCIES BEFORE PROCEEDING'NITH WORK. POWER DRIVEN FASTENER 3/4" v 4. BIS INDICATES 'BUILDING STANDARD" AS MIN. EMBEDMENT AT 24" O.C. OR 5/8" GWB, TYPE'(' EACH SIDE LATERAL BRACING PER F'ROVIDED BY LANDLORD DRAWN AND/OR SPECIFIED IN BUILDING SIMILAR. DETAIL ABOVE (TYP.) CONTRACT DOCUMENTS. 5. DIMENSIONS TO AND OF ELECTRICAL & TELEPHONE OUTLETS INDICATES MAXIMUM OF 6' FROM CENTERLINE OF ELECTRICAL OUTLET FLOORING AS SCHEDULED TO CENTERLINE OF TELEPHONE OUTLET. BASE, AS SCHEDULED. (BOTH SIDES OF PARTI (60TH SIDES OF PARTITION.) NOTES: 6. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS, UNLESS NOTED OTHERWISE. I.� 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. 7. WALLS AND CEILINGS TO BE INDEPENDENTLY SUPPORTED, FOR SEISMIC CONDITIONS, IN BUILDING BASE SECTION (PERTYP.PART.PLAN) JURISDICTIONS WHERE APPLICABLE. 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL 8. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE 9. CONTRACTOR SHALL ALIGN OR FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS • DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. AND CORRIDORS REGARDLESS OF DIFFERENCES IN PARTITION WIDTHS. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. 10. PROVIDE LEVELLING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE -DOWN CARPET, ETC, TOLERANCE OF 1/4" IN 10'-0" DIFFERENCE IS ACCEPTABLE. 7 NA NA 1 8 NA NA 9 STANDARD TENANT PARTITION 1-1/2"=1'-o" 101 PARTITION HEAD BRACING NTS 25" TENANT: FAUCET & EXAM SINK SHEET INDEX PER ANSI 117.1 CODE 3/4" PLYWOOD PLAM BACKSPLASH _ COMPLIANCE 25"DEEP PLAM TI -1 COVER SHEET & DETAILS AMERICAN LASER CENTER . a COUNTERTOP TI -2 DEMOLITION & CONSTRUCTION PLANS INSULATE ALL _� -_� TI -3 REFLECTED CEILING & ELECTRICAL COMMUNICATIONS PLANS (FIRST FLOOR) EXPOSED PIPES _ _ °. TI -4 FINISH PLAN MIN. CLR 114' PLYWOODe I� BACKING W/ o MELAMINE FINISH G'' DASHED LINES INDICATE REQUIRED }SHEET 6' MIN. CLR. 8" MIN. CLR. vd TITLE: ACCESSIBLE CLEARANCES / .i f N N 1 CABINET DOORS 1 ON CONCEALED HINGES & CONTINUE FINISH U TO HAVE FINISH SIDES COVER SHEET & DETAILS FLOOR BELOW SINK — I 17" �" 24" f f TIONN THIS I - = 11 I NA NA 121 NA NA 13 NA NA 14 A.D.A.-COMPLIANT SINK CABINET 1" =1'-0" DRAIMNG,CWITHOUT EXP ESSED PERM SS ONO BYOF MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT tA Tki 0 I— _ BY MS&A 2009. OF 4 a u_ r 1 1 1 1 1 1 1 OFFICE 105 B EOL /wig CONF. 104 AREA OF WORK -L. BFRE 4K I0& 10110. I JAN. H OFFICE 1C1 J . -T 9 ' B OPEN WORK AREA 1Ca I! L SUITE 100 100 TO PS PART'AL EGT +T-8 3/41' — 00' OFFICE 101 OFFICE C5) FIRE ALARM PLAN - FIRST FLOOR SCALE: 1 rt 1 RECEPTION 1 1 1 LCEE?" LI 4 EOL ..•.-------`¢`¢---- FAS T FLOOR FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BAOCBOx DO 2 P1224MC HORN STROBE 4 SQUARE X 1-7/8" DEEP 2 S1224MC STROBE 4 SQUARE x 1-7/8" DEEP ii.I WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE1 8 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE1 C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GENERAL NOTES: 1. ALL WORK I8 TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WRING METHOD 18 TO BE OPEN CABUNG EXCEPT WHERE IT 18 EXPOSED AND BELOW SEVEN FEET - THEN IT 18 TO BE IN CONDUIT. 3. ALL JUNCTION BOXES. COVERS. AND BACK BOXES ARE TO BE PAINTED RED. 4. ALL INDOOR HORNS. STROBES. HORN STROBES. AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 8" BELOW THE CEILING. WHICHEVER IS LOWER. 5. ALL WRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED %ATH MATERIAL WHICH WALL PREVENT PASSAGE OF FLAME AND 110T GASES. FIRE COM NW LLC PQ Box 3932 Seem. WA 9612/3932 DATE: 10/19/05 DRAWN: CEA OIECKED: JD APPROVED BY: JD SCALE: 1/8"=1-0" NO. DATE REVISION BY 206-2344700 PROJECT NAME: ERA REALTY - FORT DENT OFFICE BLDG. 11 8840 Fort Dent Way - Suite 100 Tukwila, WA 98188 SHEET TITLE FIRE ALARM PLAN JOB NUMBER: 05-169 FA -1 of/1 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 and Detection Syste. Failure of test will r in a Re -inspection Fe ,= 1 termination of the cez;i. IUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. O S = Ic- 22.3 and exact address for shut- down or restoration approval. ACCEPTED Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not }u herize violationL, of adopted standards and ordinances. The responsibility for the adequacy of design re t.5 h oliy with the, designer. Additions, de le t"on= c;r ; it na- this date will void this} is iie, and will re iLure�aa resubmittal of reprised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: I/ /I64".S- By: &570 Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY UL FM Total Alarm 9 AMP NAC POWER SUPPLY W/SYNC SILENT KNIGHT 5499 5499 1 WA ST LICENSE: FIRESWI055LW 1 NAC „ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD ©\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 10 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 24'-O BL -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 16 41-0 41.0000mA fo/ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 14 147.0000mA 20.2672V ® EOL 4.7K f2 EOL 4.7K SILENT KNIGHT EOL -4.7 EOL -4.7 3 0.0000mA 41.0000mA Circuit Calculations Panel: P2 Card: 01 Circuit:SIG1 Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Total Alarm 5499 Panel Panel Equipment FAX: (253) 735-0113 20.4V WA ST LICENSE: FIRESWI055LW 1 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 18'-0 41.0000mA 20.3677V (0.0323V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 24'-O 63.0000mA 20.3307V (0.037V) 3 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 41-0 41.0000mA 20.2834V (0.0473V) 4 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 18'-0 147.0000mA 20.2672V (0.0162V) 441.0000mA SCRL 10 101'-0 292.0000mA 0.0000mA 41.0000mA Total Current: 292.0000mA (Total VDrop Percent:0.65%) Total Voltage Drop : 0.1328V Circuit Calculations Panel: P2 Card: 01 Circuit:SIG2 Circuit Name: SIG2 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Total Alarm 5499 Panel Panel Equipment FAX: (253) 735-0113 20.4V WA ST LICENSE: FIRESWI055LW 1 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 64`-0 63.0000mA 20.3061V (0.0939V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21'-0 41.0000mA 20.2834V (0.0227V) 3 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 12'-0 41.0000mA 20.2734V (0.0099V) 4 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 18'-O 94.0000mA 20.2631V (0.0104V) 441.0000mA SCRL 10 115'-0 239.0000mA 0.0000mA 41.0000mA Total Current: 239.0000mA (Total VDrop Percent:0.67%) Total Voltage Drop : 0.1369V ADJACENT TENANTS \ / \ / 0 0 / \ / \ Battery Calculations for Panel: P2 Part No:5499 Job number: Address 1: Address 2: Phone: 253-833-1248 Designing Authority - 9 AMP NAC POWER SUPPLY WISYNC 817-0600 Job name: ACUITY COUNSELING 12900 NE 180TH ST, SUITE 160 BOTHELL, WA 98011 Fax: engineer: MATT CAR LMAN having jurisdiction: CITY OF BOTHELL Part No. Qty. Description Standby Total Standby Alarm Total Alarm 5499 Panel Panel Equipment FAX: (253) 735-0113 20.4V WA ST LICENSE: FIRESWI055LW 1 5499 B 1 5499 DISTRIBUTED POWER MODULE BOARD 75.0000mA 75.0000mA 205.0000mA 205.0000mA SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 23'-0 Total Panel Stby 75.0000mA Total Panel Alarm 205.0000mA PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD` Peripheral Devices 69.0000mA 19.3571V (0.0688V) 4 PC2RL 3 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 75CD 88dB 0.0000mA 0.0000mA 147.0000mA 441.0000mA SCRL 10 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 15CD 0.0000mA 0.0000mA 41.0000mA 410.0000mA SCRL 2 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 30CD 0.0000mA 0.0000mA 63.0000mA 126.0000mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 30CD 88dB 0.0000mA 0.0000mA 94.0000mA 188.0000mA PC2RL 2 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 15CD 88dB 0.0000mA 0.0000mA 69.0000mA 138.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 95CD 88dB 0.0000mA 0.0000mA 163.0000mA 163.0000mA SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 25'-O Total Peripheral Stby 0.0000mA Total Periph Alarm 1466.0000mA PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-O 147.0000mA 18.8043V (0.0686V) 12 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-0 Total Standby Amps 75.0000mA Total Alarm Amps 1671.0000mA Standby time: 24 Hrs 1.8Ah Alarm time: 5 Min 0.139Ah Battery requirement: 1.939Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.327Ah Circuit Calculations Panel: P2 Card: 01 Circuit:SIG3 Circuit Name: SIG3 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop PACIFIC, WASHINGTON 98047 5499 Panel FAX: FAX: (253) 735-0113 20.4V WA ST LICENSE: FIRESWI055LW 1 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 149'-O 94.0000mA 19.5446V (0.8554V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 23'-0 41.0000mA 19.4258V (0.1188V) 3 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD` 14'-0 69.0000mA 19.3571V (0.0688V) 4 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21'-0 41.0000mA 19.2628V (0.0943V) 5 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 20'-0 41.0000mA 19.1781V (0.0847V) 6 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 95CD 34'-O 163.0000mA 19.0426V (0.1355V) 7 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 16'-0 41.0000mA 18.9949V (0.0477V) 8 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 14'-0 41.0000mA 18.9566V (0.0383V) 9 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 15CD 13'-0 69.0000mA 18.9244V (0.0322V) 10 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 25'-O 41.0000mA 18.8729V (0.0514V) 11 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-O 147.0000mA 18.8043V (0.0686V) 12 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 75CD 38'-0 147.0000mA 18.77V (0.0343V) 405'-0 935.0000mA Total Current: 935.0000mA (Total VDrop Percent:7.99%) Total Voltage Drop : 1.63V 1 SIG3 1 SIG1 20 AMP DEDICATED CIRCUIT WIRING DIAGRAM SK -5499 20 AMP Area 0 ,00 GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.PA., WA.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. FIRE SYSTEMS WEST WILL BE RUNNING A NEW FIRE ALARM NOTIFICATION CIRCUIT. 6. FIRE SYSTEMS WEST WILL BE IN TENANT IMPROVEMENT. Fire Permit Number To schedule inspections call 206-575-4407 TALUNG NEW NOTIFICATION DEVICES FOR ACCEPTED ❑ Without Comments As Noted in Red ❑ Per The Attached Letter hese plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current City randards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances, The responsibility for the adequacy of design rests totally with the designer. Additions, deletions o 'evisions to these drawings after this date will void this acceptance and will require a resubmitti of revised drawings for .subsequent approval. Final acceptance is suoject to field test and Inspection by The Tukwila Fire Prevention Bureau. --lo-) �► FIRE ALARM BYS1EM DY • v tt1FORMAT1ON INSTALLERISUPPLIER SITE CONTACT: UNIVERSITY OF PHOENIX DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY 206 FRONTAGE ROAD NORTH, STE SUITE 250 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC W6 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 A 14(2 FPLP B 1612 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHER PROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS: 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15cd=20x20 30cd=20x20' 75cd=205(20' 30cd=30130' 75cd=30x30' 95cd=307(30' 75 cd = 40'x40' 95 ed = 40'x40' 110 cd =40x40' 95cd=50'x50' 110cd=50350' 115cd=50x50' Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October 1, 2019 C WORK AREA VICINITY MAP SCALE: N.T.S. PAID i\Jh 30 019 TUKINI FIRE ca W LI)1- cp.1_ 0 0 2 co (NI Fax: (253) 735-0113 M c) co WA FCI FIRFSWI.[1551_W d u. ct Q 3 0 0 U W m z 0 y EA cc ISSUED_FOR_REVIEW 0 NEW DEVICE COUNT 1- c 1- a O O W 1- z IL W 1- x W 1- W 1- 0 ~I -1- - CU 3 J W 0 2 a ac N n. a MS -7 SERIES N J d a U- N J v a a SYSTEM SENSOR 0 z W uJ W m W SYSTEM SENSOR SYSTEM SENSOR c3 ts- J J W C) U. LL J J J J g 1.AIIIFwFI 1 W cc N ce O J W 0 WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS MINI HARM N a OO UNIVERSITY OF PHOENIX FIRE ALARM PLAN X w O >- a LI. O I - Z IA' LO 0 W OQN 0 c0 ON-SITE CONTACT: BILLY SHADRIN 206-361-2989 0) Q) o 0 a 11 co 0 0 N LU 2 1- 0 N Daw o�Q 4\73 U orz TO POWER SUPPLY GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C, N.F.P.A., WA.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. FIRE SYSTEMS WEST WILL BE RUNNING A NEW FIRE ALARM NOTIFICATION CIRCUIT. 6. FIRE SYSTEMS WEST WILL BE INSTALLING NEW NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. FIRE ALARM SYSTEM INFORMATION INSTALLERISUPPLIER SITE CONTACT: UNIVERSITY OF PHOENIX DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY 206 FRONTAGE ROAD NORTH, STE SUITE 250 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: _ FAX: (253) 735-0113 WAST LICENSE: FIRESWI140B1 - WAST LICENSE: FIRESWI055LW PRIVATE OFFICE DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL 11 146053 A 1412 FPLP B 16/2 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHER PROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS: 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 cd = 20720' 30 cd = 20k20' 75 cd = 20x20' 30cd=30130' 75cd=30130' 95cd=30130' 75cd=407(40' 95 cc! 40k404 110cd=40140' 95cd=50x50' 110cd=50)(50' 115cd=50(50' WORK AREA UNIVERSIT F PHOENIX 2' '6' 12 SCALE: 411: "-1'-O" S co Ie nukes ho sehS-e- SUITE 250 FIRE ALARM PLANS VICINITY MAP 414 144 Fax: (253) 735-0113 W4Fel FIRFSWINALW f) a r m 0 c) 0 z O S w ISSUED_FOR_REVIEW 0 z NEW DEVICE COUNT c >- 1— z a CO 0 Co 0 W H L W 1-- s W 1— x W 1— x O ce W 1- 4 5 J W 0 O 2 0 - re re a CG N a MS -7 SERIES IL a LA- N J a u. W a SYSTEM SENSOR ce 0 W CO) W 1— CO >.. cn W SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI _(AMIFWFI 1 . Frl WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS U. 2 c a O UNIVERSITY OF PHOENIX FIRE ALARM PLAN w wc7c CO 0) z< v ci i z co .0 CICD LU ) X w O LL_ O I— z IIo cn o W p cJ LI w >oH zzo= c> toci) ON-SITE CONTACT: BILLY SHADRIN 206-361-2989 CO M CO ti r co 0) 0) qt— co 9 II CO 1-- 0 w Et 1-- w w (0 Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY UL FM Total Alarm 9 AMP NAC POWER SUPPLY WISYNC , EXISTING SILENT KNIGHT 5499 5499 1 1 NAC r L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD \0• O\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 2 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21'-0 B L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 12'-0 41.0000mA •0/ /O\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 1 94.0000mA 20.3306V 00 Eai arnn EOL 4.7K SILENT KNIGHT EOL -4.7 EOL -4.7 1 20.3306V (0V) Circuit Calculations Panel: P1 Card: 00 Circuit:SIG1 Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Total Alarm 5499 Panel Panel Equipment 20.4V 1 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 18'-0 63.0000mA 20.3736V (0.0264V) 2 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 21'-0 41.0000mA 20.3509V (0.0227V) 3 SCRL L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 12'-0 41.0000mA 20.3409V (0.0099V) 4 PC2RL L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING, 30CD 18'-0 94.0000mA 20.3306V (0.0104V) 82.0000mA EOL -4.7 EOL 4.7K 4'-0 0.0000mA 20.3306V (0V) 94.0000mA SCRL 1 73'-0 239.0000mA 0.0000mA 63.0000mA Total Current: 239.0000mA (Total VDrop Percent:0.34°x) Total Voltage Drop : 0.0694V EOL 4.7K D 30CD 1412 15CD 15CD 30CD \ / \ / ,. \O/ / \ v / 1.2 111211111111111111111111211111 • 1111111111111111111111111111111 • 111111111111111 „ 1010•00 1101111 Without Comments ❑ As Noted ❑ Per The Acl€d Letter These plans have been reviewed by tne Tukwila l=ire prevention Bureau for conformance. witil current City a dartls. Acceptance is subject t�_- ,errors and nissions which do not authorize v o a o-:: s of adopted :,ndards and ordinances The resporfsioii'ci rer the '-'equacy of design rests totally w?t n o e designer. clditions, deletions iii- -'evisions to these }:i? a Ino Vie- •tis date will void tn3 acceptance and will require a -resubmittal i of revised drawings for subseduent aoorovai Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: '-(e'I of By: Fire Permit Number H -F f 3 - To schedule inspections call 206-575-4407 WIRING DIAGRAM NOTICE A cornplete4. signed, Tukwila Fire Department Pre-test Certificate must oe 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 terminatton of the te9tir • CO SK -5499 120V 20 AMP Area 0 EDWARD JONES / / / EQUIPMENT ROOM SIGI•3\ ..' 15CD, SIG1.2 'o" 15CD/ \ OPEN /- i RECEPTION 30CD):;( SIG1 EOL 4.7K SUITE 230 • 'SIG1.1 TO FACP i \ 30CD OFFICE 0 4' 8' 12' 16' 24' SCALE: 114"=1'-0" 40' FIRE ALARM PLAN GENERAL NOTES! SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. FIRE SYSTEMS WEST WILL BE RUNNING A NEW FIRE ALARM CIRCUIT IN THE TENANT SPACE. 7. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES IN THE TENANT SPACE. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER Battery Calculations for Panel: P1 Part No:5499 - 9AMP NAC POWER SUPPLY W/SYNC Part No. Qty. Description Standby Total Standby Alarm Total Alarm FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140131 Panel Equipment 5499 B 1 5499 DISTRIBUTED POWER MODULE BOARD 75.0000mA 75.0000mA 205.0000mA 205.0000mA Total Panel Stby 75.0000mA Total Panel Alarm 205.0000mA Peripheral Devices SCRL 2 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 41.0000mA 82.0000mA PC2RL 1 L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING (Notification) 0.0000mA 0.0000mA 94.0000mA 94.0000mA SCRL 1 L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 63.0000mA 63.0000mA EOL -4.7 1 EOL 4.7K (Notification) 0.0000mA 0.0000mA 0.0000mA 0.0000mA Total Peripheral Stby 0.0000mA Total Periph Alarm 239.0000mA Total Standby Amps 75.0000mA Total Alarm Amps 444.0000mA Standby time: 24 Hrs 1.8Ah Alarm time: 5 Min 0.037Ah Battery requirement: 1.837Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 2.204Ah EDWARD JONES / / / EQUIPMENT ROOM SIGI•3\ ..' 15CD, SIG1.2 'o" 15CD/ \ OPEN /- i RECEPTION 30CD):;( SIG1 EOL 4.7K SUITE 230 • 'SIG1.1 TO FACP i \ 30CD OFFICE 0 4' 8' 12' 16' 24' SCALE: 114"=1'-0" 40' FIRE ALARM PLAN GENERAL NOTES! SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. FIRE SYSTEMS WEST WILL BE RUNNING A NEW FIRE ALARM CIRCUIT IN THE TENANT SPACE. 7. FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES IN THE TENANT SPACE. FIRE ALARM SYSTEM INFORMATION INSTALLER/SUPPLIER SITE CONTACT: EDWARD JONES DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY SUITE 230 206 FRONTAGE ROAD NORTH, STE i TUKWILA, WA 98188 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140131 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL II 146053 A B EX WP N R 1412 FPLP 1612 FPLP EXISTING LOCATION (SWAP FOR NEW DEVICE) WEATHER PROOF NEW DEVICE RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 cd = 20X20' 30 cd = 20X2(7 75 cd = 20)(20' 30 ed = 90130' 75 cd = 30'x30' 95 cd = 30130' 75 cd = 40140' 95 cd = 40x40' 110 cd = 40)40' 95 cd = 50150' 110 cd = 50)(50' 115 ad= 50x50' Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October 1, 2019 WORK AREA VICINITY MAP SCALE: N.T.S. PAID TU 'ILA F!RF W 1-- 0 0 0 W ♦a - z 0 LL co 0 N co 0f 0 z a a a WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 8 W H N z O f1! 5 W ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT a 1- a 0 0 0 0 0 0 0 0 0 1n LL W W 1- 3 W W 1- I- ce W 1- W t - LU J W 0 0 a G. N CL MS -7 SERIES u- N 0. 0 1L 0 a = - u- SYSTEM SENSOR SYSTEM SENSOR W 1- 1- CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI U t{. J t.3 L J GAMEWELL FC W 0 N ce O x J WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS 0 _z 5 a. U el EDWARD JONES FIRE ALARM PLAN 1.0 N 10 1- 1- v IW 0 CONTRACT WITH: Lu z a • Lo Lu • 01 U m J (.0 COW Or'cn O N w _H 5 >Q LL1 1- zzo� woo¢ o WcoI- 0) N w b 11 a 0 ON-SITE CONTACT: BILLY SHADRIN 206361.2989 r d I 1- uJ W cn ISI OFFICE (EXISTING) 308 310 OFFICE OFFICE 1 312 1 OFFICE 313 314 All Horn skrobe-s ito" •Prv4r\ -046 j ?oOe, r Suetli -4- C3A-1 n5 Fjrc rONFERE ;E MUL.1 PIN. 307 305 CONFERENCE CONSTRUCTION NOTES: 1. A CLEAR EXIT PATH SHALL REMAIN OPEN AT ALL TINES DURING TENANT IMPROVEMENT CONSTRUCTION. 2. DISRUPTION OF BUILDING WATER, ELECTRICAL POWER, FIRE ALARM & SECURITY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & BUILDING OWNERMIANAGEMENT, 3. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING FOR ALL DOORS, ACCESSORIES AND CABINETRY, IF REQUIRED. 4. ALL WALL INFILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 5. SEE 101T1-1 FOR CONS ' UCTION LEGEND. OFFICE CONSTRUCTION KEYNOTES: 1@ BREAK ROOM CASEWORK DESIGN AND CONSTRUCTION BY TENANT WORK ROOM CASEWORK DESIGN AND CONSTRUCTION BY TENANT SILL ANGLE tJ FACE OF SILL WALL MULLION PARTITION DETAIL 112'=1'-0' CONSTRUCTION PLAN 5' I0' 20' 30' NORTH 73 4'4- in -VD 7S '7C TUKkNILA FIRE. DEPAR 1 t.tt Please call: 575.4402 end give this job CLr No. C ei, j xact address for shut+ rlk,wn or restoration approval FORT DENT 11 C)PFIC E! 13 UILL) INC 6840 FORT DENT WAY • TUKWILA, WA ytflt3tS 7$ g, 0. 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 termna+.ion of the testing. Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441-1449 DRAWN BY: LB, MW JOB NO.: 00153.071 CHECKED BY: SN DATE: 05/30/08 SCALE: AS NOTED REVISIONS/ISSUANCE: NO. REVISIONS INDICATED THUS n DATE A GENERAL REVISION 6/3/08 i �. ,- V.0 .rtlt % ; � .C, �] Per The act,: L I1 n'se plans have beaci Pr-vention Burr a f . i �r e.io r art standards. Acceptan :s t,ect to errors and 0-i`a1GiLS Yvi.c.:.i.:,.. ,.�-,...y c:,..,......;E.soft::uptd stEndaras and o J!n_fnc -s. Thi rr.c! st i "4 for the i adequacy of design r-s;s totally vrth the designer. A tic +, d flJ'J 1L cm:A!, a r this date will void this acceptance and will require a re, ubmittai of revised drawings for subsequent approval. Fir al acceptance is subiect to field test and Inrt..et:tir n by The Tukwila Fire, Prevention Bureau. TEN.7.; [Date:,b3h? By 0 ez PANATTONI DEVELOPMENT THIRD FLOOR SHEET TITLE: CONSTRUCTION PLAN i 1.3 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY AIS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS&A 2008. TI -3 OF 4 6Wv FIRE ALARM LEGEND NEW EXIST SYMBOL DESCRIPTION MANUFACTURER PART # f MOUNTING 0 1 Standby: ADDRESSABLE FIRE ALARM CONTROL PANEL - EXISTING SILENT KNIGHT 5808 SELF CONTAINED FACP 0 1 X LCD REMOTE ANNUNCIATOR - EXISTING SILENT KNIGHT 5860/R I_ ANN Amps 0 41 0 ADDRESSABLE SMOKE DETECTOR - EXISTING SILENT KNIGHT SK -PHOTO W/B21OLP BASE 4"1 SQ DEEP W/SINGLE GANG MUD RING 0 2 O H ADDRESSABLE HEAT DETECTOR - EXISTING SILENT KNIGHT SK-HEAT-ROR W/B210LP BASE 4" SQ DEEP W/SINGLE GANG MUD RING 0 10 5860 LCD Remote Annunciator ADDRESSABLE MANUAL PULL STATION - EXISTING SILENT KNIGHT SK -PULL -SA 4"i SQ DEEP W/SINGLE GANG MUD RING F 2 4 41 ADDRESSABLE INPUT MODULE SILENT KNIGHT SK -MONITOR 4 ESQ DEEP MON 0 3 0.00027 ADDRESSABLE RELAY MODULE - EXISTING SILENT KNIGHT SK -RELAY 4 SQ DEEP R SCOPE OF WORK: INSTALL 2EA MONITOR MODULES TO THE EXISTING FIRE ALARM SYSTEM TO MONITOR THE EXISTING DUCT SMOKE DETECTORS FOR THE NEW ROOF TOP UNIT AIR HANDLERS, 0 --iF-- -In DG�_r k Fort Dent Buiidina 2 Silent Knight 5808 Fire Alarm Control Panel OF OPERATIONS MANUAL PULL STATION SMOKE DETECTION ELEVATOR MACHINE RM/SHAFT SMOKE DET. MAIN FLOOR ELEV. LOBBY SMOKE DET. OTHER FLOOR ELEV. LOBBY SMOKE DET. HEAT DETECTION Current Load: WET FLOW SWITCH Standby: Alarm: SYSTEM TROUBLE ACTIVATION OF LOCAL ALARM AT FACP X X X X X X Device Type, Quantity Amps Total Amps Total X X X X X X SBUS CKT X Main System Board 1 0.170 0.170 0.325 0.325 X 5860 LCD Remote Annunciator 1 0.020 0.020 0.025 0.025 18-4 FPLR SK -Photo 41 0.00027 0.01107 0.00027 0.01107 SK -Heat, Heat -HT 2 0.00027 0.00054 0.00027 0.00054 INITIATE ELEV. RECALL TO MAIN FLOOR SK -Monitor 6 0.000375 0.002250 0.000375 0.002250 SK -Pull -SA 10 0.000375 0.003750 0.000375 0.003750 SK -Relay 3 0.000255 0.000765 0.000255 0.000765 TRANSMIT ALARM SIGNAL TO CENTRAL STATION X X X X X X 0.208 Amps 0.368 Amps TROUBLE/SUPV. INDICATION AT FACP Standby Current Load: 0.208 Amps For 24 Hours = 5.001 Amp -hours X Alarm Current Load: 0.368 Amps For 5 Minutes= 0.031 Amp -hours X X X X 20% Derating= 6.038 Amp -hours Total System Current Load: 6.038 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH SEQUENCE I OF OPERATIONS MANUAL PULL STATION SMOKE DETECTION ELEVATOR MACHINE RM/SHAFT SMOKE DET. MAIN FLOOR ELEV. LOBBY SMOKE DET. OTHER FLOOR ELEV. LOBBY SMOKE DET. HEAT DETECTION DUCT SMOKE DETECTION WET FLOW SWITCH WET TAMPER SWITCH POST INDICATOR VALVE SYSTEM TROUBLE ACTIVATION OF LOCAL ALARM AT FACP X X X X X X CONVENTIONAL INITIATING CKT X = 18-2 X 2 FPLR CONVENTIONAL INITIATING CKT LOOP INDICATION OF ALARM AT LCD ANNUNCIATOR X X X X X X SBUS CKT X ACTIVATE ALL AUDIBLE & VISIBLE DEVICES X X X X X X CONTROL CKT X = 18-4 FPLR REMOTE TEST STATION CKT SHUT DOWN RESPECTIVE HVAC UNIT X INITIATE ELEV. RECALL TO MAIN FLOOR X INITIATE ELEV. RECALL TO ALTERNATE FLOOR X X X TRANSMIT ALARM SIGNAL TO CENTRAL STATION X X X X X X X TROUBLE/SUPV. INDICATION AT FACP X X X X TROUBLE/SUPV. INDICATION AT LCD ANNUNCIATOR X X X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION X X X X WIRE LEGEND A = 18-2 FPLR ADDRESSABLE INITIATING CKT B = 18-2 X 2 FPLR ADDRESSABLE INITIATING CKT LOOP C = 14-2 FPLR INDICATING CKT D = 14-2 X 2 FPLR INDICATING CKT LOOP E = 18-2 FPLR CONVENTIONAL INITIATING CKT F = 18-2 X 2 FPLR CONVENTIONAL INITIATING CKT LOOP G = 14-2 FPLR 24VDC POWER CKT H = 18-4 FPLR SBUS CKT I= J = 18-4 FPLR ANNUNCIATOR CKT K = 18-2 FPLR CONTROL CKT L = 18-4 FPLR REMOTE TEST STATION CKT LP TO NEAREST DATA CIRCUIT CONNECTION A MON AREA OF WORK 8 El WOMEN ELEV. LOBBY ELXV TEL./ ELEC. JAN. TO NEAREST DATA CIRCUIT CONNECTION A MON AREA OF WORK ON L 3RD FLOOR FIRE ALARM FLOOR, PLAN ACC Without Comments ❑ As Noted in Re ❑ Per The Attache; Letter These plans have been reviewed t` Ine Tukwila Fire '-revention Bureau too. conforma lc€- y.:• : current City g-andards. ACCePraCiil i= sui;jectt to errors and ._: nissions which. _a r dotnoriZe v o &tions of adopted "andards and ;;; ^r- T �,? resporslt iiity for the dequaty of des desigfl zotaliy WV" chigner. Additions, deleoor i :a revisions to these. dryings after this date will void acceptance and w e i resubntttai of r Id-awirgs require iapproval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: -1.- By: 5 -!Fire Permit Number /9 - F - I 3 coil 206-575-4407 it Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 HOWARD E WILLIAMSON Scour Ergo..rvq Secnv.n LMIN terni CETC.rtIfc.4en Nun8.r52289 Authorizing SI9nNn' _bG...✓aat:-.,,. FIRE ALARM SYSTEM FORT DENT BUILDING #2 co COatC V, Z F- 0 Z H_ v^^ ♦♦ , 0 CC Q 00 co El DESCRIPTION C"` a trs PMD ,zl! Po 2 18 TUKWILA FIRE ec * — PROJ. MGR.: JEFF DUNLAP DRAFTER: HEW FA -1 SHEET NO. 1 OF; 1 FILE ACCEPTED E] WITHOUT COMMENTS. pz,KAS NOTED IN RED PER THE ATTAC:IED LETTER The draw=ings affixed hereto have been 1reviewed and accepted by the City of Tukwila Fire Dept. AJditions, deletions orrevisiens to those Jr :wings after this date will void this a.cedt _in ;a and will require a resubmittal of redised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: r/ ��W.gY:.. '#`SID.:.::: CITY OF TUKWILA 575.44/ d� TUKWitA FIRE DEPART/ Please call: 576-440Z and give this job No. fl— ,i- 2,0 and exact address for shut* down or restoration approd z-6 I-6 l • EXISTING 1141 GRIDLINE /--EX!STING 114." / GRIDLINE S s.2�s 4161// - ��t !� 6-s: 3,1 CQ� da NO Liego t, ?fife PFM- r3. NANCirte LEGEIJD 5►Pizia LER. Usep • PLAN VIES,`/ AP?P..a\/6L-S ZEQUIP_ED A = ADDED N E'r! 5PRi N.KLER 'R = RELOCATED EECISTING GENERAL. NQS. O.JTRtQ NAME: THE MONEY STORE 6840 50u-THCENTER BLVD #385 Tu KW , WA 98186 Fire Systems West SY(M. TYPE MFQ . / MODEL SIZE TEMP_ FINISH .ANOpY OUM. • RECESSED GEM F 97 %z 155°F cUR/c►4g TVA 219 Frontage Road North • Suite B • Pacific, WA 98047 PHONE: 206-833-1248 • FAX: 206-735-0113 PI4G. BY DATE Joe,. SHEET c DEB HEINTZ 11/17/93 A7235 of I. 1" ARM -OVER (VARIES) 1" POL \_.1/2" SSU BRANCHLINE/ MAIN TWO HEADS ONE OUTLET BRANCHLINE/-\ MAIN w L1" ARM -OVER (VARIES) 1x'/R.C. \-1/2" SSP TYPICAL ARMOVER DETAIL 'B' CI 0 SAMMY X -PRESS WORK STATION.; OFFICE COPIER SEATING AREA //////////i///// ///////a WORK STATI RECEPTION AREA WORK STATION OFFICE / / / / /W//////////Y/////////n//////// / OFFICE KITCHEN SERVER/ STORAGE C9FIRE SPRINKLER TI PLAN DATE SCALE: 1/4" =1'-0" REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS BY A BEAM CLAMP W/ RETAINING STRAP Ir TRAPEZE SIDE BEAM BRACKET C EYE SOCKET NUT & PLATE WASHER S E KWIK-BOLT T F HDI -P U SAMMY SIDEWINDER II SAMMY X -PRESS J COACH SCREW ROD It CEILING FLANGE U -HOOK SHORT ST RAP Lf WALL BRACKET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 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 COUPLING STATIC SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL GPM FLOWING AO VIKING M PENDENT CHROME K=5.6 RO VIKING M PENDENT CHROME K=5.6 1/2" %2" 1/20 1/20 155° 6 155° 13 DATE & TIME PER: LOCATION: SCOPEOFWORK: 1. ADD & RELOCATE PENDENT SPRINKLERS FOR NEW CEILING AND WALL LOCATIONS. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD GROUP 2. 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. TESTING PER NFPA #13 (1999) AND CITY OF TUKWILA. 6. ALL NEW PENDENTS TO BE INSTALLED 1'x1' IN 2x4 CEILING TILES. 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. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. RELOCATION OF EXISTING PIPING FOR WORK OF OTHER TRADES. 4. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (1999 EDITION) & CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY X -PRESS. SEE HANGER DETAIL 'H' ON SHEET FP1. 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. SPRINKLER HEADS = EXISTING PENDENT RO = RELOCATE EXISTING RECESSED PENDENT 13 ® ADDEDRECESSED PENDENT 6 - PARTIAL HEIGHT WALL = WALL TO CEILING TUKWILA FIRE DEPARTNIENI Please call: 575-440Z` end give this job No. 0("S'/`%� aald exact address for shut. )own or restoration aporovaV CONSTRUCTION, INC ACCEPTED Wthout Comments [J As Noted In Red [j Per The Att_;oh,a 1 i oyer These plans have beer. r- Prevention Bureau tz: standards. Acca::_ omissions wl c`-1 • standards and -- _ adequacy of d:_ Additions, delet :tr. this date will void t , resubmittal of revised or:_.:::i lr§,Ila Fire -_.-;s t city adopted or the er. ,11 -;-;wings after equire a Su Sequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burea�u.� Date: —1 <Y - O C By: ��`i ' 37/ P. JUL 13 2006 TI kwil.a Fire OPTI STAFFING ';g:3% FORT DENT OFFICE BLDG 2 SUITE 390 6840 FORT DENT WAY TUKWILA, WA FIRE SPRINKLER TI PLAN PERMIT NO: - JOB NO: S06-84 NOTES: TOTAL PROJECT SPRINKLERS = 19 TOTAL SPRINKLERS THIS SHEET 19 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: FOUSHEE & ASSOCIATES PHONE: 425-746-1000 FAX: 425-746-3737 AUTHORITY: CITY OF TUKWILA DESIGNER: C. GALLANT SCALE: AS -NOTED DATE: JULY 12, 2008 REVISED / / PLOTTED / / FP 1 OF 1 . SCOPE OF oRK: ExcLusioNs: ,,, ,,,,,„-x w-,/,,,,,,,,,,,„,,,,,,,<v‹,,,,,,,,,„:,,,,,,x‘,, ,,,„/..,....„,x,,, , • . , , I i UKWILA FIRE DEPARTMEM 1. ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING AND WALL LOCATIONS. IN THE 2' 4' CEILING TILES. 1. TAXES OF ANY TYPE. x -I< iv-cx-',x,,K;',K;-, ; ' --s.,. PAN DECKING \,,r; \\..:" -),-- , ,, \ , , \,, y ,-, /.. - ss; ,,,, ,,,./ -,, ,,,,.:•-$.\-{'y = , " /\\/'. ' ' - ''s: $,' r 1 ACCEPTED Please call: 575-44Q --. and give this job HEADS TO BE INSTALLED AT 1' x V (1/4 POINT) x 2. ELECTRICAL OF ANY TYPE. Y x' ,,\; , N./ ,/ - , „ .„,/ 1 No. 0 (- - CP. 0 2 yr' 2. WET SYSTEM TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD. ik:. „ . 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 3. RELOCATION OF EXIST SPRINKLER PIPE FOR NEW WORK OF OTHER TRADES. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 4. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 5. TESTING PER NFPA #13 (1999) AND CITY OF TUKWILA. HYDRO TEST NOT REQUIRED. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. WALLS DO NOT AFFECT EXISTING UPRIGHT SPRINKLER PROTECTION. INSULATION 11 .,.-- i (Hill --------- SAMMY X -PRESS ''--- ALL THREAD ROD 1 a Without Comments 0 As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire and exact address for shut* 1 ouwn or restoration aperovaU 6. NEW CEILING AND FITTER NoTES: SA filo Prevention Bureau for confern-,:nce with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted 1. HANGERS: cLARIFIcATioNs: * ALL PIPE HANGERS TO BE SAMMY EXPRESS, ROD & RING. ,, HANGER RING ,,,,,i standards and ordinances. The responsibility for the . adequacy of design rests totally with the designer. Additions, deletions or revisrons tu these drawings after F 1 L E 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. HANGER H this date will void th.--‘_:-..acceptance and will require a resubmittal of revised drawings for subsequent approval. (BY SAM MY X -PRESS - SPRINKLER HEADS Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3--- i - 0 (.0' By: E0 = EXISTING RECESSED PENDENT R.= RELOCATE EXISTING RECESSED PENDENT A0 = ADDED RECESSED PENDENT 1 . 1 1. i ... 1 1 .. 1 1 . sic . - . . 0 SUITE 390 -i, DECK r _E... 1 6 , . 4.1 ________ gin _____, DECK . 1.1 .£, 1. ME El . 0 IN . . . . . . . TEL/ 0 0 ELEC. M. CO 0 0 0 ---- -:,-------.. ELEV. ------ -- ---- --- --____-, _ ________ _____________ __ --- ----- -- - - WOMEN C7) D - MEN LOBBY 1 1 Frl JAN. b 1 DN DF. A 0 1 k . GaITER PULL & pram.. NM I EIRE PLUG Ell I -105E E3ELIblIJ 4 Eel ' -limiliiM11111.- 1111.11 - aimillif 2. It 1 mi 1 1 302 II _IGI- I R t 1 i . :„ _J PM C E n•i E II t I 7 -P A 300 LEM 4. ME 1 0 R it.--fr PE R Ilt_TE — 4- - -1 Will WI 1 tr# I I__ J [Iii .- 1 10 _ 1 F.ililICIEDIMBIL ' DN 306 .ey ,Th N''.'" , '66' c, E OE PE .a. o=r3 316 — 1 — -1- Mniitlillunt lion I I• I 0 E < = Id -R 303 4...,, -4 FIRE 111 [ T_ 1 \ 1 1- 0 IP f313- NO5E E SE R —E Wa E MI - m 0 IN es _1E "' - 111/1 ill AR R R R 1 DECK la 315 A • •2, t• -: — ,3 E 1 - c:, , „.... , ,vti MI 74 el, MI Will 0 1 lir 307 ,,, ,;- E _I= o( 1 CIE tIE eUE A OE ,r .... _ E \ 1— --i milarraiminemm. =am 304 riti E OE 4ZIE R tirpE OE t" is I_ _ _1 11 0 IIILL PM111-1 1MI 305 0. 1M I 11W1 1 - -, DECK IN . SPRINKLER HEAD COUNT 1/ all111 , Xkl LIST FA 1 1 __, _ _, OE OE . ........... . . . 1 [I_ 40 (4) ADD SEMI -RECESSED CHROME 155° HEADS _J — ----,,E - 1 1" 313 /oi,- 2 E CE 'OE ME R • (19) RELOCATE SEMI -RECESSED CHROME 155° HEADS III -1 - — - - 1 I- certiacuee - r- soe • - ---1 1, T1 ir [ FF: ,_ 1 I L _ 0 0. ____- 308 h. rt Popke P. 391-07 I ./--- 3646 PE PE OE 9 E _ _RE ____ ___ E - ,SE — E UAL" NO( 1 1 1_ 1 REFLECTED CEILING PLAN 0 \ 1 wi — =t__. t 1 1' SCALE: 1/8" = 1-0" NORTH 6 312 311 310 j 309 4�I i= = =i• =_.-.-.1= 0 5 10' 20 30 ._ SUITE 375 Pi -tip IDITAROD MAY 1 9 2003 ,z V352) REVISIONS HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS --- ----2,. --- l-,-- ----__..z--.--; --.--------- IDITAROD TI TI SPRINKLERS _ _ ,-,-,. ,---- -7-----7-, - ---..., 2.t.t.7--- --_,- = -- ,:- _ ., - -,-* - ---,p. - 3RD FLOOR DATE DESCRIPTION BY AI :- . ; .:, . ,JI i :- i r I 1-4,' = ,1.- AFF BOB BOJ BOT CTS FO IFOW OFOW NAS UNO ---0-- -0-E ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF JOIST 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 COUPLING STATIC XXX PSI SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY eA VIKING M RECESSED PENDENT CHROME K=5.6 1/2" 1/2" 155° CHROME 4 - - - . .i " 1.:1.,,',1-,',,•,, ':- f t -,,, - RESIDUAL XX PSI _,,_.----_-- ...zi ------. _ ... low.- ..,2- ..-p_ ,---4.__ ,1-,--1-a --7---- .---- 7:-'----- _ :-,----; --_ .ft., -,-- 6840 FORT DENT WAY PERMIT NO: - 0 ____ M RECESSED PENDENT CHROME K=5.6 1/2" 1/2" 155° CHROME 19 GPM FLOVVING XXXX GPM , _w-4- AUTHORITY: CITY OF TUKWILA : l; .. ; , PER: CONSTRUCTION, INC CONTRACTOR: FOUSHEE & ASSOCIATES DESIGNER DAVID BROVVN LOCATION: H SAMMY X -PRESS SCALE 1/8"=V-0" FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE: 425-746-1000 DATE: MAY 18, 2006 NOTES: FAX: 425-746-3737 REVISED / / ' ! ..0 'i'l ,'`,'• PHONE 253-872-7222 FAX 253-872-7277 PLOTTED / / FP 1 OF 1 TOTAL PROJECT SPRINKLERS = - TOTAL SPRINKLERS THIS SHEET 23 , O • Vi:'' out Comments - /Ei As Noted in Red O Per The Attxx fed Letter 1-1JKWI .h ETRE DEPART Vi=e.. : Please raj 206-575-4 .)7 nd give this Fire Permit No. and exact address for shut- down or restoration approval. hese plans have been reviewed by The Tukwila Fire -re ,e;'tion Bursa *+;r c,-.lormarice with current City --";Wards. Acce Cil:: ';L is .=. k jest to errors and niss`ons which Co got a= horsze violations of adopted nc 3'Gs andr., = -'.re.,- T°,e r oorc hiliity for the :' uacy of cp,.;: r:ns rote!!y with the de ' ner. -d uuns, dele.- o, s or revisions to these drawings after this date will vol; this accecptence and will require a resubmittal of reviceo drawings for subsequent nt approval. Final acceptance is subject to field test and inspection by the Tukwila Fire Prevention Bureau. Date: 7 3 - I Ey: F OTICE Weld stamps must be scc�cted before pipe is • sung.- Do7p-not/'paint piping p'~•1,+'1 to hydrostatic test es B I B ELEV. LOBBY =HOS€ A. r,m1= m ._ monmerasius Elliminsim6 •mwi mUIMIIIIIMIIIIIIIIIIIIIIIIIIIIMIIIIIII— NB PM 0 Mi E 7T7=: liMilirieWerniiMairommas goillitliffil° .wirdiI■ mmiam NO i NO i I l . 4 l.a b11E111111Mil PM iiiiiiiiiiMii 0 *9 IN_rriMMIN t4 ill\ 1 0 1- 18111111///■1■ _ :i vo©111:Tzr • L/� 312 _I313 1111.111=1.111 I WOW/6° -Pi` -‘13 11111•111111111r11 • 1 1 304 NEM Illllllllll 322 t. /' 311 t -i i,.. —1 310 1 `.,I�IiIIII � r FIRE HOSE 308 —r 309 has 1 314 1 Clip Hangers Hanger Rings: UL Listed & FM Approved ■ Hanger Rods / Fasteners: Comply with NFPA 13 ❑ All Thread Rods • Finishes: ❑ Standard Components O Machine Thread Rods O All Galvanized Components 3.. 1"= 25.4 mm Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread r the rod and holes for 2 wood screws. To prevent possibl, loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. - No. 5 Hangers may also be used with other types of construction of adequate strength when provided vrith suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard 'as- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 112" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. 315 Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart • 5 — Add Reliable Model F Standard Response 155° Pendents '/2 x 1/2 • 20 — Relocate Reliable Model F Standard Response 155° Pendents '/2 x '/2 REFLECTED CEILING PLAN 1/8" =1'-0" 0 5' 10' 20' 30' 320 1 319 1 NORTH CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 - HILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Sila Solutions Fort Dent II 6840 Fort Dent Way Tukwila, WA 98188 DATE: Colo - R DRAWN: co - SCALE 1- I W PAID\ JUN 25 2012/ - 1'1041/1 FIRE -*Th tcS (A ern NO WORK EXISTING AS -IS B� T r _ 2 -0 �^ 7 4� FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" NOM SCOPE OF WORK 1. RELOCATE AND PLUG EXISTING SPRINKLER HEADS FOR THE DEMOLITION OF EXISTING WALLS DUE TO OFFICE EXPANSION. DESIGN CRITERIA THROUGHOUT: PER NFPA #13 (2010 EDITION) AND THE CITY OF TUKWILA HAZARD: ORDINARY GRP 2 MATERIAL NOTES 1. ALL NEW PIPE TO BE BLACK, IMPORT SCHEDULE 40. IF NECESSARY, WSFP WILL USE FLEXIBLE SPRINKLER DROPS (FLEXHEADS) IN THE ACT. 2. ALL NEW FITTINGS TO BE BLACK, IMPORT CLASS 175 DUCTILE IRON. ADJUSTABLE DROP NIPPLES (ADN) TO BE USED IN ANY GWB CEILNGS. 3. ALL NEW HANGERS TO BE SAMMY GST -20 UNLESS NOTED OTHERWISE. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE UL/FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING 15 THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. OWNER IS RESPONSIBLE FOR ALL APPROPRIATE MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM. 10. ALL WIRING OF ELECTRICAL COMPONENTS TO BE DONE BY OTHERS. 11. PAINTING OF PIPE, PREPARATION OR PROTECTION OF PIPE FOR PAINTING SHALL BE PROVIDED BY OTHERS AND IS NOT PART OF THIS CONTRACT. 12. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION AND IS NOT PART OF THIS CONTRACT. FOREMAN NOTES RELOCATE EXISTING PENDENT SPRINKLERS. HANGER NO. 14W SAMMY SCREW AND ROD a ROUNDED TO NEAREST INCH - PURLIN PRE -DRILL HOLE SAMMY GST 20 318" A.T.R. HANGER RING — PIPE (2" MAXIMUM) NOTE ON PLAN: HANGER NUMBER AND DIMENSION O Without Comments ❑ Ate. Noted in Red • Per The Attacned Letter n reYee ed by �;,e Tukwila Fire �i'zns have u bcc.e LE lrl Buret i T- d. form. `-' l e K- i current City ,cord`s Acct^,71.--;z7, -s..ib)ectt errors and t n - of adopted U;1swli}, l.5 which 1 i4Kn 4 � �.i 'yards end c. '_...t --S The responstifityforthe of ties77-1 f. tota: v T i -�J - the designer. s cions, ci-{ f e drawIngs after and w ii require a �,acmttcai of reviser] c a y ,ngs for subsequent approval. ' I acceptance is subject to field test and inspection by pie Tukwiia Fre Prevei-ton Bureau. ate:('( By: rff TUKWILA FIRE DEPARTMENT Phrase call 206-575-4107 and give this Fire Permit No.. 3-5,i3; and exact adds : s for shut- down or retoraton approv3L w z 0 ARCHITECT ENGINEER: PAID 0 JUN 052013 TUKWILA FIRE o SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA �-s 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. 4 -WAY EARTHQUAKE BRACE EXISTING PENDENT- (QR) 1/2" 5.6 155°F CHROME CONT. NO.: KS2101 • R • A P HANGER SYMBOL SPRINKER HEAD TO BE RELOCATED • PENDENT- RELIABLE F1FR (QR) 1/2" 5.6 155°F CHROME R-10 DRAWN BY: JIM STEWART SPRK. ON SHEET 10 SPRK. ON JOB: 10 SPRINKER HEAD TO BE ADDED EXISTING SPRINKLER HEAD TO BE PLUGGED DATE: JUNE 5, 2013 Western States Fire Protection Company 14690 NE 95th ST, UNIT 101 - REDMOND, WA 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE /AUSTIN /DALLASIDECATUR/DENVER /DULUTHIHOUSTON/KANSAS CITY LAS VEGAS /MINNEAPOLIS / PHOENIX / PORTLAND / RAPID CITY /ST. PAUL/ SALT LAKE CITY / SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 SILA SOLUTIONS 6840 FORT DENT WAY TUKWILA, WA98188 FIRE SPRINKLER PLAN Z7C,33 aoNP — SHEET 1 OF 1 REFLECTED CEILING PLAN 1/8" =1-0" 5' 20' 30' NORTH Design per NFPA 13, Ordinary Hazard, Offices All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart All heads in tenant improvement area to have a chrome oversized seismic plate • 2 — Relocate Globe Model GL5651 Standard Response 155° Chrome Semi -recessed Pendents 1/2 x %2 • 1 — Plug existing • E — Existing no change 11 11 TUKWILA FIRE DEPARThENT Please cal 206-575-4407 and give this Fire Permit No. and exact addi ~ss for shut- down Cr rzAorakan approval. Concrete Hangers • ❑ t ❑ • A i • ❑:1 L°° -der 1 -Pse plans have s.; i s -,e b r Thl Tukwila Fire cvertion 5r -a current City stz r?aards. Lrrers and ,ini.3sio7-is which ..1o1 : nqs of adopted -.ancards and c r r t ri iz he responsibility for the f riala: _i -;e designer. Additions, deletions rpese drawings after this date will void tris acceptance and will require'a 1 :resubmittal of revised or=s ;rigs for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevent.on Bureau. Date X 0 t By: s l' Hanger Rings / Anchors: UL Listed & FM Approved Hanger Rods: Comply with NFPA 13 O All Thread Rods !i Finishes: O Standard Components O Machine Thread Rods O All Galvanized Components 1"=25.4mm Components 1. Drop-in Anchor 2. Spring Clip Ceiling Plate (optional) 3. Hanger Rod 4. Adjustable Hanger Ring 1 Application / Description No. 12 Hangers are designed to support piping under smooth or flat concrete slab construction. They utilize an anchor that is set flush in a hole predrilled in the concrete, then exparded against the sides of the hole with an internal plug. NFP.a 13 terms this type of fastener ari "expansion shield". In "Automatic's" data, however, the .manufac- turer's nomenclature is used. It is called a drop-in anchor. There a -e 3 components in a basic No. 12 Hanger: The drop-in a; :`,aha threaded rod and an adjustable hanger ring. The r ,d may be either all thread rod (ATRT or ma -- chine thread roc! (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is pro- vided only when it is a specific requirement of the job specificaticns. As an oJtion, the hanger may be furnished with a spring clip ceiling plate when a more finished appearance is needed in an area. NFPA Requirements / Limitations NFPA 13 has specific requirements and/or limitations for the use of expansion shields (drop-in anchors) when they are installed in the vertical position. The standard reads: . . . In concrete having gravel or crushed stone aggregate, expansion shields may be used in the vertical position to support pipe 4" or less in dia- meter. For the support of pipes 5" and larger, expansion shields if used in the vertical position shall alternate s: with i a.^�'e 0:';eC'add1rPCt/y tri _thq struc:_rjra/ members such as trusses and girders, or to thesides of concrete beams. In the absence of convenient structural members, pipes 5" and larger may be sup- ported entirely by expansion shields in thevertical position, but spaced not more than 10 ft (3 m) apart. Expansion shields shall not be used in ceilings of gypsum or similar soft material. In cinder concrete, expansion shields shall not be used except on branch lines where they shall alternate with through bolts or hangers attached to beams. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MiLL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 SILA SOLUTIONS Fort Dent II 6840 Fort Dent Way Third Floor Tukwila, WA DATE: Si t3 DRAWN: try SCALE:1 PAID JUN 02013 TUKW F_A FIRE Z7k 3 ' ..etech ISI • DECK - REFLECTED CEILING PLAN 1/8" =1-0" 5' 20' 30' NORTH Design per NFPA 13, Ordinary Hazard, Offices All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart All heads in tenant improvement area to have a chrome oversized seismic plate • 2 — Relocate Globe Model GL5651 Standard Response 155° Chrome Semi -recessed Pendents 1/2 x %2 • 1 — Plug existing • E — Existing no change 11 11 TUKWILA FIRE DEPARThENT Please cal 206-575-4407 and give this Fire Permit No. and exact addi ~ss for shut- down Cr rzAorakan approval. Concrete Hangers • ❑ t ❑ • A i • ❑:1 L°° -der 1 -Pse plans have s.; i s -,e b r Thl Tukwila Fire cvertion 5r -a current City stz r?aards. Lrrers and ,ini.3sio7-is which ..1o1 : nqs of adopted -.ancards and c r r t ri iz he responsibility for the f riala: _i -;e designer. Additions, deletions rpese drawings after this date will void tris acceptance and will require'a 1 :resubmittal of revised or=s ;rigs for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevent.on Bureau. Date X 0 t By: s l' Hanger Rings / Anchors: UL Listed & FM Approved Hanger Rods: Comply with NFPA 13 O All Thread Rods !i Finishes: O Standard Components O Machine Thread Rods O All Galvanized Components 1"=25.4mm Components 1. Drop-in Anchor 2. Spring Clip Ceiling Plate (optional) 3. Hanger Rod 4. Adjustable Hanger Ring 1 Application / Description No. 12 Hangers are designed to support piping under smooth or flat concrete slab construction. They utilize an anchor that is set flush in a hole predrilled in the concrete, then exparded against the sides of the hole with an internal plug. NFP.a 13 terms this type of fastener ari "expansion shield". In "Automatic's" data, however, the .manufac- turer's nomenclature is used. It is called a drop-in anchor. There a -e 3 components in a basic No. 12 Hanger: The drop-in a; :`,aha threaded rod and an adjustable hanger ring. The r ,d may be either all thread rod (ATRT or ma -- chine thread roc! (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is pro- vided only when it is a specific requirement of the job specificaticns. As an oJtion, the hanger may be furnished with a spring clip ceiling plate when a more finished appearance is needed in an area. NFPA Requirements / Limitations NFPA 13 has specific requirements and/or limitations for the use of expansion shields (drop-in anchors) when they are installed in the vertical position. The standard reads: . . . In concrete having gravel or crushed stone aggregate, expansion shields may be used in the vertical position to support pipe 4" or less in dia- meter. For the support of pipes 5" and larger, expansion shields if used in the vertical position shall alternate s: with i a.^�'e 0:';eC'add1rPCt/y tri _thq struc:_rjra/ members such as trusses and girders, or to thesides of concrete beams. In the absence of convenient structural members, pipes 5" and larger may be sup- ported entirely by expansion shields in thevertical position, but spaced not more than 10 ft (3 m) apart. Expansion shields shall not be used in ceilings of gypsum or similar soft material. In cinder concrete, expansion shields shall not be used except on branch lines where they shall alternate with through bolts or hangers attached to beams. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MiLL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 SILA SOLUTIONS Fort Dent II 6840 Fort Dent Way Third Floor Tukwila, WA DATE: Si t3 DRAWN: try SCALE:1 PAID JUN 02013 TUKW F_A FIRE Z7k 3 ' ..etech ISI TYPICAL DROP NTS INSULATION SAMMY X -PRESS -ALL THREAD ROD `HANGER RING SAMMY X -PRESS HANGER TYPE SX NTS b • • • (E)1'/ (E)1'% (E)1'% • • O O 11 111/11111 • 111111111111 1u„1nni. ,,, 1//111111/ (E)1'1 • • • (E)1% (E)1'/4 • • • 0 • O Al - AI • �A��fiirr�ni N N • (E)1'1 • %/��i / %/��Arrte. iii �/i%/%iii%/%/i/ ,,,iA / i% ;!! .07/i ((NORTH 41/ 1 FIRE SPRINKLER PLAN - 3RD FLOOR SCALE: 1 /8" =1'-0" SCOPE OF WORK: ADD AND RELOCATE EXISTING SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CUT LENGTH EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13 (2013). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILI1Y OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORDINARY HAZARD). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, IMPORT SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS. 2. SPRINKLERS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1' X W X 48' FLEXHEADS. 3. SPRINKLERS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 2-0' SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE SAMMY MODEL GST -20 (UNLESS NOTED OTHERWISE). 6. MAX SQ FT PER SPRINKLER = 130 SO FT. WALL LEGEND: - EXISTING WALL CONSTRUCTION = NEW WALL CONSTRUCTION SPRINKLER PIPE LEGEND: SPRINKLER LEGEND: - EXISTING SPRINKLER PIPE = EXISTING PENDENT SPRINKLER - NEW SPRINKLER PIPE •R = RELOCATE PENDENT SPRINKLER EL LO WASHINGTON STATE CERTIFICATE OF COMPETENCY FIgtE PROTECTION SPRINKLER SYSTEMS 7' Kyle Barrow 2655-0903-C Level 3 Fire Sprinklers Incorporated FIRE I*9J 11 tYaNmmusomNumao,,, , .omen KEY PLAN SCALE: NTS p_N N Y 1• 0 SPRINKLER LEGEND >- 1- 0 z w re U CL 2 w 1- 1 cc 1 U 1+ • SPRINKLER TYPE / SIN NUMBER SSP RELIABLE PAID SEP .. 4 2015 FUKWILA FII a8W9 Pati ACCEPTED /1Er Without Comments 0 As Noted in Re0 0 Per The Attache Letter , These plans have been reviev,ieci by The Tukwila Fire vention Bureau for conformance with current City rds. Accentence is suojecf to errors and .ions which do f'-ot authorize violatior of adopted '-,-.-.a‘1•17,:ards and OrdinariCeS The resTonsy Or the 1 kiNuacy of design rests totally wt l- iio.E, :iesigner. A4,iditions, deletions or revisions to nese, drawings after i this date will void ch iS acceptance and 4,iiii require. a i-esubmittal of revis,..yi drawings fo:. subequent appronFi Final acceptance is subject to field test and inspection rp„' The Tukwila Fire Prevention Bureau. Date:!/ - I 5- By: 1 ( 111KWILA ERE7.17:77 ',Iees11 ca!! "INC thic. /5-S- (3 - lid exact pdc;-es5 `.•:\.)r j-`iwn or restoraCon rca!„ 153286 L71= G -FL -*X _0 -t S2 7 I to --t at .-r '— I-- z=c �Ft-- Y t-rs 2z� 1 1i0 1`4 'I 1 I oFF�tGG 131-- YI-ts4-.• - - 1 TI -4 I FL_A N NOT � I• QIP 1rxIST11.I(a u1. -4E PIPtrt(,, i - 1`4� Z. ALL ALL- -14A1-1 a C TI) PP - e_" ti140 If ) C.. G. CCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of - Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will voii this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this dep,_:rt:, ent DATE:/li/loiZ BY CITY OF TUKWILA 575-4407 TUKWILA FIRE L#EP RTMENT Ple::se cad: 57544407 end give his job' No. .r, .2e7 and exact address for shut= down or restoration approval. CONTRACT NAME. gV TU-luIL.P , wA. F3L,VD ,-t CONTRACT WITH. 74to - I ooc�—�� HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B D E F G "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE M N R T U V MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE 1- 2 16 8 6 2 SPRAY UPRIGHT PENDENT 0 0 TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY DUAN MK DATE BY 0 �1t�-NT 1 GI-1Iv1G 43 A 1/T OPENING LsP SYMBOL OPENING DOWN A A 0 1" 1/2 A 4 17 32 SPRAY 3/4- 1/2 APPROVALS REQUIRED DISTRIBUTION C3 1- 1 G+TY o -rvKwt��. 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END - 3. EARTHQUAKE BRACING SHALL 8E PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. - 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. H K L SIDE BEAM BRACKET "J' BOLT - SHORT CLIP "L" ROD w Y Z 2 8 6 2 SIDEWALL 4 lrr 1- 1/2 m 1/2 0lt1Nom/ An C1 -F 1DRY TYPE 2 1" TEMP. RATING 165' 212' 286• 350' F J• 3 T. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. TOTAL THIS SHEET 43 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. Sy s rt= M TO oiF-IGE - r_f. ' u r . ZI1--10 ye E"( -5-n AI -4 faOTATE LJ De_AP 4Elcl PENt�t=►-ITS rL? " - 1992 Li `i Fire Systems West 1502 PIKE STREET NW., #4 AUBURN, WA 98001 (206) 833-1248 WA ST corm I.X No FIRE SWI .14081 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DESIGNER - .-J P.m E_ S Iain. C-tL DATE 11 f S/1Z JOB NO. iSco DATE T� ms's o,4 ) Gt.= GeriINI OE5(CG1-( DENSITy: - -I'S/ `.AP.0E.T.4T P`G=G 1 014 IZ 1 - r ooF= < 4ca`-4i fl RISER ELE'ATIC-4 C ( t t Xi.0 p//'/i VV Remove.. txtstfnj t stub u Notes t ---t- ! t-i i1 r 1 E 1 GENERAL NOTES SYSTEM TYPE A/ HYDRAUUC DESIGN DENSITY G.P.M. AREA SO. FT. HANGER LEGEND A U -HOOK ,8_ c EYEROD & RING C.S. ROD & RING D C CAMP, ROD & RING E CLG FLG M.T. ROD & RING TWO WAY EO BRACE FOUR WAY EO BRACE O INCHES - STRUCTURE TO & PIPE Q165 e212 TEMP RATING 0 286 6 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET NO 13 STANDARDS FOR HAZARD OCCUPANCY_ AU. MATERIALS E EQUIPMENT TO BE NEW & UNDERWRITERS APPROVED, OWNER TO PROVIDE ADEQUATE HEAT TO KEEP P1PE FROM FREEZING- - 0 z C7 W J -J 0 GROOVED FITTING AND/OR COUPLING GROOVED REDUCING COUPLING 0 87= LU LU 8- 0 0 w 0 J J 1- 0 0 N CC 0S 5 0 0 W 0 WELDED SHAPE NIPPLE RIGID COUPLING SPRINKLERS TOTAL SPRINKLERS 1) This is an existing three story buiidi.ng ehe11 with metal deck and steel joist construction. 2) There is existing upright coveragein,>space due to lack of ceiling grid. = - 3) Existing upright sprig -ups wi11 be rerioved- -'and replaced _with pendant drops_ as_shown'.in Detail 1. R L. 4) dead spacing in accordance with NEPA l.3 Ordinary Hazard,Group Y.` _, -` 5) A11 materials andlabor- iri sccordancA-`with= NFPA 13 and City of Tukwila, 6) A11 new piping will be hung with 1iet4d expansion shields; any _armover-greater_than r-0" 2 0T1 will have suitable hangers). SCALE B = ►�G` D :ail I_ ACCEPTED WITHOUT COMMENTS. O AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and vrill require a resubmittal of revised drawings. Final ac eptance is subject to field- inspection by a representative of this dep- rt;:.ent DATE;/ BY: ..r 1 - CITY OF TUKWILA 575-4407 TUKWILA FIRE OEPARTMENL Please call: 575-4407 and give this job No..22- 2 83 and exact address for shut- down or restoration approved, -1992 8 g o••••...• i w: g<�" twu3=' <Ogoc Aka. u J 3 8, • 7.; cmc C C� X30 " AilaN ASSAM Y.C. 153260 /moi- `1f=� 3 ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field- inspectiJn by a representative of this dw.rtrrent DATE: BY: CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job l No. �r7e? and exact address for shut- down or restoration approval. NET soo J�10 E7Usr, N c CULA7U"Js c/!a/t G6- CONTRACT NAME:- - UJ1VER L IDERWR t E FOTLT --6Q2 FL(Dorz._ Tt�1KWlL�s ,Wdc-• ISE CONTRACT WITH: rd - Po . i!) x -57 co—/ , NA/A.. .9 .Q9 HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A "U" HOOK M MACHINE THREADED ROD B COACH SCREW ROD N TOGGLE NUT C "C" CLAMP P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY DUAN MK DATE BY 0 5511 Erv5T►-1Lq (eEmwE) A TOP BEAM CLAMP NJ/'LEI:044E':_R WEDGE ANCHOR E EYE ROD T 2 3 7 I 16 8 16 2 SPRAY 0 0 117 OPENING UP SYMBOL OPENING DOWN 0 55P SEM F93L <- 69 A A Q e 1/2 A F FLUSH SHELL U G CEILING FLANGE 3 4 17 SPRAY Iry 1 1/2 1 1- APPROVALS REQUIRED -r�l✓,v J lL..p DISTRIBUTION 1. 2. 3. 4 — 5. Z 6. H SIDE BEAM BRACKET "J" BOLT W x 2 3i6 2 SIDEWALL 4 4 1/2- 1/2 m 1 4 1` K SHORT CLIP L "L" ROD DRY TYPE - e TEMP. RATING 1/2 g- 165' 212• 286' 350' ••rV TOTAL THIS SHEET 59 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. - EARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 1a OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 1 1► 1 A c�lz►o '_ 47-5244 /t sNE.L-L— LiRz.k.ANT .41,40 A.Du 5 ? e-eLAV4 ti1E vel c.Eiu It:) $ IMAX S�aur,1C� 4IA►,1�. L.. AE..41 S Z- Zfd' ip A. Fire Systems West Z1FRcF4Ti C E ROA -D N- S4-4 a FALty t , wk.. 9`5401 —12.4 'Zs WA ST cootn1 uc no FIRE SIM 140E11 1 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER t7E�...►�.st DATE JOB NO. SHEET 9-1 /95 I OF 153266 = • e tow • • - s41-4. Th (N - 0 _\ e 7:3 • LJ- f (1) 0,1 = 4 ' Ttf r- •.• t f c.. PL -AN f .. CD - VS' = I `--o- 1.44.1-1.._ L11 -4e t'4 (_baz41., Z. ALA__ -QC. 5-> P "TM 1:2..e I ( 0 VEP--<.? 1-10-4 GA "T"Zar $.4// 4. ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed anJ accepted by the City of TUKilit 1 Fire Dt. A -11P,:ions, deletions or r-.7.iiph +...) 1.31 'r 4wins after this , ' and will - ri_quirJ ,;; jrawings. Fin I err i 3 s 1 fiell- a re,,,re.,eni.ative or this de DAMP/V/1- BY: CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut. down or iestoration approval. CONTRACT NAME. A4 C3C' AVI ATI ON UHDEvErr 2- (a 5 40 irri+e-e-)--ree„ &LvP WA D-1•11 2:L1'A rz CONTRACT WITH: Fc) 17, ox 31r1 BEt_k_e--VUe WA oocl 4 - HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B D E "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD M N MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY OUAN MK DATE BY (" 1Z c_4 Cowl C . 813002- )e -- 1,V2_ 1,V-WIL,4t R WEDGE ANCHOR T 1" 2 3 7 1 - SPRAY 16 8 16 2 1/2 - OPENING UP SYMBOL OPENING DOWN A A 1/2 a 1 A F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J• "J" BOLT K SHORT CUP L "L" ROD V X 4 17 32 SPRAY 3/4- 1- 1 1 1/2 APPROVALS REQUIRED DISTRIBUTION 1" 2 3 SIDEWALL a 16 2 4 1/2" 1/2 a r.) 1/2 1 4 1" 2 DRY TYPE 1- 1- TEMP. RATING 165' 212 286' 350' TOTAL THIS SHEET .74 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO ENO. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. • 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 8. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. REPRESENTATIVE 6r.e.z.s-0 Foc_ ccormitx.,z1i Fire Systems West 1502 PIKE STREET N.W., #4 AUBURN, WA 98001 (206) 833-1248 WA ST CCdT uc NO FIRE SWI 14081 1 QUALITY CONTROL BY OAT( APPROVED FOR FABRICATION BY DATE .--APPROVED FOR INSTALLATION BY DATE DESIGNER DATE [1/2-0/11= JOB NO. "746•1 SHEET OF 1- PARTIAL PLAN MEW /a = 1-0 ACCEPTED J WITHOUT COMMENTS. O AS NOTED IN RED ❑ PER THE ATTAC:AED LETTER The drawings affixed hereto have been reviewed and accepto..i by the City of Tukwila Fire De,t. A -I :?'i •rns, dcl. ii ins orrevision3 to • 1:3 its date will voii .hi•.:: require a resub:.ic_:i ,_ a -:-..pings Final acceptar{ce is inspection by a representative of tnis department DATE: 2.."22--2,/BY:.-1 J?O CITY OF TUKW1LA 575-4407 FILE TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this Job � yo. y- '-032 ind exact address for shuts down or restoration approval. SITE PLAN4 GOAtiPACT NAME= SEM E DY TEM P FORT DENT 1 — Z.Np FLOOR 6840 5oUTt-}GE1,]TER oL-VD TU KW 1 L-A , WA 98 Ise HAW.IF__Z LEGEND SPRIiJKLEE6 USep AMP -OVALS eEQUIREP GENERAL. NQS. Fire Systems West SYM. TYPE MFQ . / MODEL SIZE TEMP. FuJ15f GAI4oPY OUAN. CiTy'oF f v J-JIL- t • SSP EX1 STf -14 SSP NEW LOC, Ex! 5T►r!( PAID 219 Frontage Road, North • Suite B • Pacific, WA 98047 PHONE: 206-833-1248 • FAX: 206-735-0113 DWG, BY 1-t DATE Joey �Jo. Z/25/9 - A7343 SHEET I OF /V He V.Pxke/ to‘ -s- CV- NjEaitit) poorri Eibe, 3- 0010 01,Alli -k 112 - ce•-o St Alt— • 1 • / • 8-0 Jr1:1 ot, .4. 1-0 12.5140..1)-1 Gjel.S-r; .017012-S ri_oc)R_ EL -A -K1 _ <' r. WOI-161-4 Extr, ti 1 rr,uir C.,:.,•:...7:-..:-rs. t . LJ ,..) .,... , Ei 1 1 n ';R f diE AITA3 ED LETTER The cinwings ai:.teJ hereto have been revimmeci eni hcceptezi i the City of Tukillfh Fire or revhions to t,.;r• 74' this date wfil requii Find ocri-y-1 h. ..)y a re,:wesecLaL-ivo dep•e-rt -,ent DATE: j..? 43 BY: CITY OF TUKWILA 5-75 -4401 TUKWILA FIRE DEPAtifivIt.Ni, Please cad: 575-4407 End give this job and exact address for shut* down or restoration approval.' 401'4204r tJAME: moN5y 6-ror-e' Formr- psw- era5r LOZ 6,640 -60u-n-rer__ , LEGtEMI, (7-• Tb9 15i-4 • SPRIMK.LER-S L.1,66f7 APPZ0VAL.S CEGUIREP1 Z3E.MEgAt... 'Jaws SYIN. TYPE MFZ./ MODEL. SIZE TEMF". Fig(1-1 -rugkutt—A. V. D. 1 14076,a R_ :• Flaro61-1-r_ CAGN-1 Priz— I coS'a tzer_. cow. EPL."c6 icy t•fet‘i Drz-c>F. i- Zito pis) No 061/40.0ve-- L11-46.t _Pir-DIKA61t/ 411.7...4.1Z.D pine" •,i+e3,4-A—E. Fire Systems West 1502 Pike St. NW. Suite 4. Auburn, Washington 98001 PHONE 206-833-1248 P14‘: -715Y Jo & Mo. e=1 -16.61- I OF I a SAMMY X -PRESS NIPPLE LENGTH VARIES EXISTING OUTLET 38" FLEX DROP 1/2" SSP MAX FLEX DROP ACT © 8'-5" LOBBY ACT @ 8'-5" OFFICE OFFICE ACT @ 8'-5" ACT @ 8'-5" OFFICE ACT @ 8'-5" OFFICE CFIRE SPRINKLER TI PLAN FP1 SCALE: 1/4" =1'-0" FP1 SCALE:1/4" =1'-0" MECHANICAL TEE NIPPLE LENGTH VARIES 1" ARM -OVER (VARIES) MAX FLEX DROP NEW HEAD 1 KEY PLAN SCALE: NTS y r/ \I ° g •, s�g1/7rdSt S 14751St y �J '6' S S 150th Si I °,$ r tsiSothA 3 152nd PI °tr ,I' -� 400 stai St i irrk�t• fv^ it INAt� ` i Park ? SCOPE OF WORK: 1. ADD & RELOCATE PENDENT SPRINKLERS FOR NEW CEILING AND WALL LOCATIONS. 2. SHELL WET SYSTEM IS DESIGNED PER NFPA #13 ORDINARY HAZARD GROUP 2. 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. TESTING PER NFPA #13 (1999) AND 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. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. RELOCATION OF EXISTING PIPING FOR WORK OF OTHER TRADES. 4. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (1999 EDITION) & CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY X -PRESS. SEE HANGER DETAIL 'H' ON SHEET FP1. 2. MAXIMUM HEAD SPACING TO BE 256 SQ. FT. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. SPRINKLER HEADS = EXISTING PENDENT -= EXISTING EC PENDENT RE RELOCATE EXISTING EC FENDENT = 2 AE= ADDED EC PENDENT = 2 = EXISTING WALL = NEW WALL V/////A S 152nd Si 3 162nd 31 y e a., si63rd Pt 9 Is4o1 St y p :N S leave St • S 167th 3t VICINITY MAP SCALE: NTS ACCEPTED a Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform;.nce with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of &sign ; gists totally with the designer. Additions, deletions or revisions to these drawings after this date will void U ,,,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (' 2 - v 6 By: TUKWILA FIRE DEPARTMI 1 Please call: 575.4402 and give this job No 0 (o -S- /0? Id ,:xact address for shut. :wuu or restoration approval. FILE DATE REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS BY A BEAM CLAMP W/ RETAINING S1 RAP P 1 RAPEZE B SIDE BEAM BRACKET e EYE SOCKET fl D NUT & PLA1 E WASHER S E KWIK-BOLT T F HDI -P G SAMMY SIDEWINDER H J SAMMY X -PRESS COACH SCREW ROD K CEILING FLANGE L U -HOOK M 11 SHORT STRAP WALL BRACKET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 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 COUPLING STATIC SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL RE RELIABLE G XLO EC PENDENT BRONZE K=11.2 1/z' 1/n 155° CHROME 2 GPM FLOWING A RELIABLE G XLO EC PENDENT BRONZE K=11.2 1/n i/2 r 155° CHROME 2 DATE & TIME PER: LOCATION: CONSTRUCTION, INC AMERIPRISE TI FORT DENT BUILDING 111 6840 FORT DENT. WAY � 2 a r TUKWILA, WA 98188 S��`� TI SPRINKLER 2ND FLOOR PERMIT NO: - JOB NO: S06-61 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL PROJECT SPRINKLERS = 4 TOTAL SPRINKLERS THIS SHEET 4 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: FOUSHEE & ASSOCIATES PAS PHONE: 425-746-1000 FAX: 425-746-3737 JUN - 5 2006 Tuk i a Fire DESIGNER: C. GALLANT SCALE: AS -NOTED DATE: JUNE 1, 2006 REVISED / / PLOTTED / FP 1 OF 1 VOIMIVISOMMINVIIMINOVINVINIMOST i -- i\fes j ik11 ‘ f�il\I 1 rV + I 1 I =_{�-1 I L-.-1-- ' ;1 , . l;i�✓ 1, i --;>.‘...--"" y;' 3 I 1 i 1 y. `'\ FORT DENT II 6840 FORT DENT WAY NORTH 1 SITE PLAN NTS \ FORT DENT\ PARK NORTH VICINITY MAP NTS AEPT D Without Comments zEr As Noted in Red Per The Attached Letter These dans have been reviewed by The Tukwila Fire •revention Bureau 1f' conformance with current City Yandards. Acceptar: _- is subject to errors and fissions which Cor,;= utatnorize violations of adopted 3ndards and ord rnce The responsibility for the ccequacy of desigr rests totally with the designer. Additions, d: etorls r.; revisions to these drawings after is date will void tri.: a.cceotLance and will require a esubmittai of rev(sed t rawir c w for subsequent approval Final acceptance is suuect to fel--d test and inspection by The Tukwila Fire Prev°entlo Bureau. 1 Date: /(-/ 7 $ By: -UKVELA FIRE DEMITMENIT ,F !i 2'`',s. y -�. 07 cnd F :�,:.:f ��w3' d1 � 'yi fill% fes$ 197 e ct addresr, for shut -- or restoration Ep roval. r r nEfA 1 220 I 1 I 1ST FLOOR REFLECTED CEILING PLAN A2-1 1 1/8" = 1'-0" Pc_ .Seg. 4 N e;PciL Z_ � 0 2 4 8 16 SCALE IN FEET f 1 NORTH '221D 1\1M `� k> `� (1�. c J `C f e C �1 �� 1= ��:s.� Chu .L l'L r�r�.T�____ `�''�I% �1 �^�1 i �/•- i-rZ_i 1 J z it, i`/L ; HemLvtA t___r Mr 7__O AAdd. jf lms i, 1 -tomesIJ t' S`t� r‘.2.1 P Li. . vc 1-1,$), TcTP-1 c kW -1e- e- E c0� - 1- PkuRejetp, t fps SCOPE OF WORK: SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING; :ssaJppd'8 ailll Pa[OJd - o z cl -71 p p rD- rn Z 1--4 Y .741 lZ^'O rn (/1 1-1 p 11 0 0 z 1444.1 H H 0 z G3 INTERIOR TENANT IMPROVEMENT DEMISING A NEW OFFICE SUITE ON THE SECOND FLOOR TO INCLUDE: • DEMOLITION OF PARTITIONS AND DOORS • CONSTRUCTION OF PARTITIONS AND DOORS • RELOCATION OF LIGHT FIXTURES RETROFITTED TO LED • NO STRUCTURAL WORK • NO ALTERATION OF CORE 6840 FORT DENT WAY TUKWILA, WA 98168 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH 5 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252,25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR 08 PARCEL 2 TH S 37-36-40 E 20.92 FT TO P08 - OF CITY OF TUKWILA SHORT PLAT NO 79-7-55 RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 -- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90 -2 -GLA RECORDING NO 9008151101 RCM CONSTRUCTION TYPE: V-8, SPR1NKLERED (UPGRADED TO RAPID RESPONSE HEADS) OCCUPANCY: AREA OF SUITE: AREA OF FLOOR: APPLICABLE CODES: TENANT: BUILDING REPRESENTATIVE: ARCHITECT•: CONTRACTOR: GROUP B (OFFICE) ± 5,662 SF t 19,933 5F 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (DMC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS & FACILITIES WASHINGTON INDOOR AIR QUALITY CODE LINDAL CEDAR HOMES, INC. JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE MERCER ISLAND, WA 98040 PHONE: (206) 267-2669 E-MAIL: REBECCADAVIDSON n JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300 SEATTLE, WA 98101 PHONE: (206) 408-8518 E MAIL: LDUCEY@NELSONONLINE.COM CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE SEATTLE, WA 98155 PHONE: (206) 361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN WASHINGTON STATS CERTIFICATE OP etilgliPETSMIF PIKE PII®TICTION S?IIN3316LISI $'V T $ laws Patam 21100-06 01-C Levet First Defense Fin Protection, L.L.C. FIR$TDFlLj P ■ _L1.C# firstdf981 rp PAID CCT 10 2318 FIRST DEFENSE cc #33.2 — lima FIRE PROTECTION NRI me 10212215T11AVE 2E SNOHOMISH, WA 98290 380-79t-9479 t_i_ThAbAL, CE11,4‘ 1A11-:-: —0.V -it) klbszv a. -_-N Jp‘ t u \1., :A. w,�`:\ FIRST FL OR c KB ‘ U L ,' DATE c SCALE AS NOTED DRAWN JOB NO, 17 078 DWG. NO, AREA OF WORK KEY PLAN SCALE: N.T.S. EC EC EC EC EC FIRE SPRINKLER PIPING PLAN T.I. EC EC EC EC EC SCALE: 1/4" = 1'-0" REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS t�J BRANCHLINE/ MAIN 1" ARM -OVER (VARIES) 1" x'/" R.C. OR 1" x'/," R.C. %" SSP OR 3/4" EC SSP TYPICAL ARMOVER INSULATION • ee ♦ PAN DECKING sv- SAMMY X -PRESS ALL THREAD ROD N. HANGER RING HANGER H SAMMY X -PRESS 0 Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City. standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawingsafter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S"- G -I Q By: 511 DATE DESCRIPTION BY AREA NUMBER REMOTE AREA SQ. FT. COD! HAZARD SYSTEM TYPE DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER H AMMY X -PRESS TOTAL SYSTEM REQUIREMENTS: -I rl HYDRAULIC DESIGN INFORMATION AREA NUMBER CODE HAZARD SYSTEM TYPE REMOTE AREA SQ FT. DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER It TOTAL SYSTEM REQUIREMENTS; AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 0 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 COUPLING STATIC SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL GPM FLOWING R • R© RELIABLE RELIABLE G GFR R1015 RECESSED PENDENT R6043 EXTENDED COVERAGE CHROME CHROME K=5.6 165° K=14.0 165° CHROME CHROME 1 1 DATE & TIME RECESSED PENDENT PER: LOCATION: TUKWILA FIRE DEPARTIV1SM Please call: 575.407 and give this job No. '—S -nql aiid exact address for shut, J ,wrt or r9$t0r3n 3nnrnttal. NOTICE Wiu stamps must be inspected before pipe is hung, Do not paint piping prior to hydrostatic test approval. CONSTRUCTION, INC SCOPE OF WORK:. 1. RELOCATE EXISTING AND ADD NEW PENDENT SPRINKLERS PER CEILING AND WALL PLAN. 2. NEW SPRINKLERS TO BE INSTALLED FROM EXISTING LINES. 3. NEW AND RELOCATED SPRINKLERS TO LINE UP WITH EXISTING SPRINKLERS. 4 NEW SPRINKLER HEADS TO MATCH EXISTING. 5. SPRINKLERS SPACED FOR ORDINARY HAZARD OCCUPANCIES. 6. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 7. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 8. TESTING PER NFPA #13 AND 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. EXCLUSIONS: 1. WSST. 2. SEISMIC UPGRADE OF EXISTING PIPING OR HANGERS. 3. BACKFLOW TESTING OF MODIFICATIONS. 4. RELOCATING OF EXISTING SPRINKLER PIPE FOR OTHER TRADES WORK. 5. AFTER HOURS WORK. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY X -PRESS (UNO). SEE HANGER DETAIL 'H' ON SHEET FP1. 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS. 'SPRINKLER HEADS: = EXISTING 1/2" 'SR' RECESSED PENDENT, 165° O = RELOCATED 1/2" 'SR' RECESSED PENDENT, 165° FC * = EXISTING 3/4" 'SR' EXTENDED COVERAGE RECESSED PENDENT, 165° R EC N = RELOCATED 3/4" 'SR' EXTENDED COVERAGE RECESSED PENDENT, 165° VICINITY MAP SCALE: N.T.S STATE FARM INSURANCE T.I. 6840 FORT DENT WAY #210 TUKWILA, WA 98188 FIRE SPRINII_I PIPING PLAr1 T 1 PERMIT NO: - JOB NO: S10-85 NOTES: TOTAL PROJECT SPRINKLERS = 2 TOTAL SPRINKLERS THIS SHEET 2 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: FAX: FOUSHEE & ASSOCIATES, INC. 425-746-1000 425-746-3737 AUTHORITY: CITY OF TOYV."._'. DESIGNER: M. WOODHC'Ir. SCALE: AS NOTED DATE: MAY 2010 REVISED / / PLOTTED / FP ryeti BUILDING INFORMATION SITE ADDRESS: 6840 FORT DENT WAY TUKWILA, WA 98168 PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF - BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO P08 - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM - — THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V -B FULLY SPRINKLERED 3 Pipe schedual 40 black fittings cast Flex heads w semi recessed chrome heads All ul-fm approved Not necessarly center tile ® / ,i/ j/ .fIfj'rf%!•f'Jj f .+ f / ' :."!. / � / ! /tJ. _..f!.v fff' f%. 'f I V J.E'.• /tf/�. /f ,././ f �t f �'jfij f J 3,256 SF 3,256 SF (NO CHANGES) ±19,933 (NO CHANGES) vc�cF-.se,sC., T .ca*svm- •+s/w ® ..aa:e...w/ at.v7vt/.a. f ,-/ ././,,, d frft' E A 2- f Fj% jj ss: lj' �rf %! � J ta' _� - t � J �t , '�/ -69 N I OS _i. L_Li I_ -r -R _L I I 1 i__ //f/ {/ � ;, m ; I I ! -R /// ,,� 209 208 t // Vie/ I f LIiiL�ili _ I ; a I— —I -1 t ,r22 L_ NMOS _J0 E •l201 e Li.iL—J L—JL_ L—_1 L—J R E• R R ! OE •7E R 211 A O = NOS L—J L—J I I_ i-- 201 _ --J �S _ i�.;, L R �_1 • E R • E � � I E• g E 0 e. • OS • N OSS' �11 OSS �,o' OS RL 1 R t i 206 _JL—J - E• E• 1 202 E• E!• j 203E • I0A 204 • E E• j 205 i 1 0 e E• g L L J RL J . — R a ." .:1 1 11 lI If 111 - -0 1 Il .R11 - 11 1I - 1 it it 1wk' REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' SCALE: 1/8" = 1'-0" ORDINARY HAZARD '130S F MAX OFFICE AREA Existing heads to change out to Globe Model GL -5601 1/2 5.6 k 155 Degree Total- 29 A = Add new heads and change out to Globe Model GL -5601 1/2 5.6 155 Degree Pendant Total -5 R = Relocate and change out to quick response pendant Total- 2 Total -36 PeilA WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Lewis Peters 2800-0691-C Level 3 First Defense Fire Protection, L.L.C. FIRSTDF981RP SIgnaturS itt , cw 0 Without Comments O As Noted in Red la Per The Attached Letter rev Bions 3 These plans have been reviewed by The Tukwila Fire Pry .e. tion Bureau for conformance with current City st :dards. Acce r,; a , subject to errors and of iiLs';ons which co . 3-'trornze violations of adopted staff dar os ano ori r,,o '_: The resot;nsibdity for the ad quacj of dent r; -U.. 'otaliy with the designer. Additions, deietioi s c .-E,.fisiorts to these drawings after this date wi' void tn,s lc'eptance and will require a resubmittal of r Ise^ drawings for subsequent approva;. Final acceptance is subject to field test and inspection h ii nt The Tukwila Ftre Pr evenoion Bureau. Date: C -1i 5 8y: DEVELOPMEI1T sly T UXW IA FIRE DEPARTMENT Please. call 205-575-4407 and give this Fire Permit No. lq and exact address for shut- down or restoration approval. FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 HITMORE LAW 2ND FLOOR, SUITE 210 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address REFLECTED CEILING PLAN sheet title PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXIS I ING OFFICE SUITE TO INCLUDE: DEMISING A NEW OFFICE SUITE DEMOLITION OF PARTITIONS AND DOORS CONSTRUCTION OF PARTITIONS, BREAK ROOM AND DOORS NO STRUCTURAL WORK OR ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS APPLICABLE CODES BUILDING: 2015 INTERNATIONAL BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: PROJECT TENANT: 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES DIRECTORY WHITMORE LAW BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: RESECCADAVIDSON@JCRDEVCO.COM - CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN Lic # firstdf981 rp PAID JA;4 23 2019 TUKWILA FIRE cc,. 2cv PLAN NORTH FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PHONE (360) 794-9479 LIC# 602-250-698 PROJECT ADDRESS Whitemore La* • 6840 Fort Dent Way Suite 210 CITY Tukwila, .WA 98168 DRPAV,N L sv r D1/15/19 • SCALE 1/8".11-0" TITLE . FIRE SPINKLER PLAN CAD FILE DWG:, FP -1 PROJECT AREA SUITE AREA FLOOR AREA FLR #2 3,256 SF 3,256 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES BUILDING: 2015 INTERNATIONAL BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: PROJECT TENANT: 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES DIRECTORY WHITMORE LAW BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: RESECCADAVIDSON@JCRDEVCO.COM - CONTACT: REBECCA DAVDISON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN Lic # firstdf981 rp PAID JA;4 23 2019 TUKWILA FIRE cc,. 2cv PLAN NORTH FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PHONE (360) 794-9479 LIC# 602-250-698 PROJECT ADDRESS Whitemore La* • 6840 Fort Dent Way Suite 210 CITY Tukwila, .WA 98168 DRPAV,N L sv r D1/15/19 • SCALE 1/8".11-0" TITLE . FIRE SPINKLER PLAN CAD FILE DWG:, FP -1 Yi LamiE — W 1.3 JO F.. w �� w J� W 8 W LL 11) a CO WL.c's,J 9 g O e t a. N a. 0 C u)4 a) 2 �L (a 2 GI ,I" 0 z TRIN1FP1010K 11021 CRAMER R0. K.P.N. PHD-1:1,3l3d'1-.1u=i NY,3171 6Jy341 PHONE 857-5222 G1G HARBOR, WA W ARCHITECTURAL MASTER .3. 24. 94 09:29 .. M '+'HSX ?--88BLD 323-9559 P03 FRS gl 5!FiihdN?,11 1.44-71:41. yr t -r_ pc; ion? • .# 1 11 -166 l J - 0-6 Z 0 0 - x-,44_ d. t 1 i+F JelL 1 114 —s. r C4 Nit 0— r 4 - i L1.1 0 112 Cf s. tbr 71 Fr - ir to i4 fr4. se HosE 7-4 ._ Cs.t The drawings af-ii-ed here reviewed and accepted 5v or revisions to these -dr 1 date will void this acce-J— require a resubmittal of re — Final acceptance is sab,ellito f department NI • —o su -Li I -2r r. 14 - EL EV PIT 616 -61 1%4- 13RAtio,-.1 LINE - i:ikoltjeal(sWeill/cipAI_I_F-17;:;771Air E_N-rrp el art 1:e xgal cv et address f es 01' tr ------------ SCALE —Cs DATE CIT Y DRAWN BY — 0-veza-at-AwcrivE 11 i:ikoltjeal(sWeill/cipAI_I_F-17;:;771Air E_N-rrp el art 1:e xgal cv et address f es 01' tr ------------ SCALE —Cs DATE CIT Y DRAWN BY — ARCHER TO CONSTRUCTION, INC. 7855 So. 206th • Kent, WA 98032 872-7222, Fax 872-7277 AR -CH -EI -219 -DR #(91, /viewft-z44- WE ARE SENDING YOU: ❑ Copy of letter O Change order Attached ❑ Prints ❑ Proposal 1E77E2 C),' MAGUTRth FAL1 171 / 7/ CIDATE . PROJECT NO. Vi ATTENTION/,/6// Vii, / (;/E f e___ a'// ---r' Dc_ -- -r-.../-7-- a-- 11 ri Specifications 0 Plans COPIES DATE . DESCRIPTION Vi . Vii, / (;/E G&) -e--- C_,A(/S rAPIMIMIIMIlr --L) . 11 M THESE ARE TRANSMITTED as checked below: O For approval ❑ For your use ❑ As requested For approval and comment Please return pies TUKWILA FIRE Please call: Q75.4407 E407TMENT and tjvc ;d and exact address clown or restorationar ap;)r :,. rO'1. REMARKS I COPY TO- SIGNED - If enclosures are not as noted - kindly notify us at once -_ _ 0 0 ENTRY CAt1OP`{ NON " B. 110 A S 1 1e f / •� ff i• _ 3. F • l •, O r r F 0' • • 1 I t r = i 1 t r 1 t -4 1 • { 0 ; •; , t® th - - ----1_ i t ' I = 1 --t 7 1 • 0 • STAIRS r 4 14 H FT • • c • 0 • t • s _ • fl 00 G0 4 ti -4- • 0 0 • ENTRY CAtJ©PY- f NON COMB NO A S: 1 U) D AC 1 }#rj If � � r • 0 4 1 C t J • 1f s' 1 n • - t'r 1$ 1 8.0CLG t - 1 • .4 1. 0 { * 1 - 0l r 1 4 • _ 1 ELEVATJR MACH SPACE • Y J t 1 ✓ 1- 1 s • 4 t a.) — ss VP Ff- • 1-10 -1410 A 11 - ir SCALE Yel = /101' APPROVED BY DRAWN BY FCkl — DRAWING NUMBER —T CA\ P 141 • —FLNECSEC...^CHM Pr.t cm') I C4 OSI. --.15 P-i=x=m I I r 1 012C) 4 - rut -4 - t f v4 - Pa; *7 • T-1 11 r4 TJ 4 -4— fai (J) J. 11. t%.4. 1' ( 40.- 0-) ELav"Ttch-t Re.rnsve_ xiti. j r st•Jb t et rtkitr fYaftc = _quo pr.A..4aiNt_drr.....7 3ND- FL.- -r-a-t--4A47 Notes rm. t94- t 11 LL 4 t -t- , - a—a - 4274- -4-- 10 - , • 4- - (w9 In 0 - Q \ \i i-1- - aa. . • - 4- - - - - — -1 4'4 I - 1) This is an existing three story .builaing-shell with metal deck and steel joist construction. 2) There is existing upright coverage in space due to lack of ceiling grid - 3) Existing upright sprig -ups will be removed .and replaced with pendant Arops as shown in Detail 1. - 4) 'lead spacing in accordance with IIITA:13 Ordinary llazard, Group T. - -.- 5) All materials and labor in -accordance with= NFPA 13 and City of Tukwila. - -- 6) All new piping will be hung with listed _ expansion shields; any armover greatei than 2'-O' will. have suitable hanger(s). I I— ft 1- i I I i - - -r , • 2 3 \ ‘7.‘„ • \ _j___ fr‘ • - , F -t\ iyI • , • ACCEPTED WITHOUT COMMENTS. Ej AS NOTED IN RED o PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field- inspectipn oy a representative of this dep ent DATE://3/7.... BY: CITY OF TUKWILA 575-4407 , ,11.7 • ,I 11° 44. -- \i• 191 tt4. Nt. - - - DESIGN DEN.ITY: L.C:=CM • - TH.IMAP--,C> Fk ant 5 -TE-. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. GENERAL NOTES REVISIONS SYSTEM TYPE HYDRAULIC DESIGN DENSITY .15 G.P.M. AREA PNcocz.N1 SO. FT. HANGER LEGEND A U -HOOK 8 EYEROD & RING C.S ROD & RING C CLAMP, ROD & RING CIG FLG MT. ROD & RING 44-6 TAO WAY ED BRACE FOUR WAY E0 BRACE INCHES - STRUCTURE TO & PIPE 0165 -e.212 TEMP RATING 43 286 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET NO 13 STANDARDS FOR HAZARD OCCUPANCY. ALL MATERIALS & EOUtPMENT TO BE NEW & UNDERWRITERS APPROVD. OWNER TO PROvIDE ADEQUATE HEAT TO KEEP PIPE FROM FREZING. SYMBOL LEGEND GROOVED FITTING AND/OR COUPLING GROOVED REDUCING COUPLING WELDED OUTLET (HORIZONTAL) WELDED PIECE MARK RIGID COUPLING k9) • SPRINKLERS 1417bei c itgo.c TOTAL SPRINKLERS PROJECT NAME DRAWING TITLE 5 3A Contractors License: Aka. 13523 ID 11111.1.1.1-RAPIKUM.. INC- SITE PLAN SCALE: 1/128" = 1-0" FORT DENT PARK FORT DENT 11 684E FORT DENT WAY TUKNILA, WA 98168 13 '53 ro pk-ce 46 TRUE NORTH PROJECT TRUE NORTH NORTH A2-1 REFLECTED CEILING PLAN SCALE: 1/8" = e .L i ii C -J i 1-- .. L AQ4V DU ttS 1-C 1\D ukLd LAS L DLL 1"°c. VciAA, B•;E.LD E<I5M-t 1 ISL 3\L.),) 1 0 4' 8' 16' SCALE: 1/8" = 1'-0" p BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUC i iON: CONSTRUCT i ION TYPE: 6840 FORT DENT WAY, TUKWILA, WA 98168 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COlt OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH 5 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-55 RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER u I Y OF TUKWILA BDRY UNE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1991 - PER JURISDICTIONAL RECORD V -B FIRE PROTECTION: SPRINKLERED (NO CHANGES) NUMBER OF STORIES: 3 BUILDING TOTAL FLOOR AREA: 19,986 SF (NO CHANGES) PROJECT DESCRIPTION TENANT IMPROVEMENT TO THE SECOND FLOOR NORTHWEST SUITE OF AN EXISTING THREE-STORY OFFICE BUILDING TO INCLUDE: • MINOR DEMOLITION OF WALLS. CONSTRUCTION OF (2) PRIVATE OFFICES, A CONFERENCE ROOM, (2) STORAGE ROOMS AND A BREAK ROOM, • INSTALLATION OF NEW FLOOR FINISHES. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: PACIFIC DENTAL 6840 FORT DENT WAY SUITE 240, TUKWILA, WA 98168 CONTACT: BUILDING REPRESENTATIVE JCR DEVELOPMENT COMPANY 2835 82ND AVE. SE SUITE S-1, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY TBD WILONSPOTOR MATO PIRO PIOTINITION OPERIMUNI$Y* Lewis Peters 2800-0891-C Level 3 First Defense Fire Protection, LLC FIRSTDF9$1 RP 1 bagasse 1 revisions -SME client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address REFLECTED CEILING APPROVED sPLheettitleAN JUL O1 2019 PUGET SOUND FIRE FIRE PREVENTION f)\ 1-TC PUGET SOUND FIRE FIRE PREVENTION DEPT PROJECT AREA SUITE AREA FLOOR AREA SUITE 241 4,671 SF 4,671 SF 19,986 SF (NO CHANGES) APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: PACIFIC DENTAL 6840 FORT DENT WAY SUITE 240, TUKWILA, WA 98168 CONTACT: BUILDING REPRESENTATIVE JCR DEVELOPMENT COMPANY 2835 82ND AVE. SE SUITE S-1, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY TBD WILONSPOTOR MATO PIRO PIOTINITION OPERIMUNI$Y* Lewis Peters 2800-0891-C Level 3 First Defense Fire Protection, LLC FIRSTDF9$1 RP 1 bagasse 1 revisions -SME client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address REFLECTED CEILING APPROVED sPLheettitleAN JUL O1 2019 PUGET SOUND FIRE FIRE PREVENTION f)\ 1-TC PUGET SOUND FIRE FIRE PREVENTION DEPT FIRST DEFENSE FIRE PROTECTION 10212 215T71 AVE SE 8 60 794-9479H, WA g0 P 3 -. PAID : JU 13 2019 TUKWILA FIRE ccOr3cry - two Pli-EFT.(----- IT---Nrikt_ 8 LA0 Voq I u 10 , 1 SCALE ui P cl\r% \ <6/ , DATE- AS NOTED 1DM. � Lp JOB NO. DWG. NO. 303 305 306 ' 1 r-/ 11/4 EXIST ELEV. err 7 11 111111111111111111 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire prevention Bureau for conformance with current city L I standards. Acceptance is subject to errors and t:.,rnissions which not authorizeV'O:atl� ! ons of adopted { "_3r ;arils and e u!raoc_ _. The responsibility for the uesC:: ^f'jsfreri rests tot Ily with the designer. i w r- for or )vis ens h these drawings after i.s acc rpt ice and will require a :-submittaa of revised drawings for subsequent approval. Final acceptance, is subfect to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 512.04; L/ By: CeE4.70 TUKWILA FIRE DEPAR I mail Please cad: 575-4407 and give this job No. –S-/C2c/ and exact address for shut- down or restoration aparova4, ,_ 310 THIRD FLOOR PLAN 308 REFLECTED CEILING SCALE: y4" = I'-0" 307 / t1_ E STEEL JOIST. BOTTOM CHORD OF T RETAINER STRAP. BEAM CLAMP / C -CLAMP WITH SET SCREW. %" ALL THREAD ROD. PIPE SNIVEL RING. HANGER DETAIL 1 SCALE: 11/2" = I'-0" FILE GENERAL NOTES: SCOPE OF WORK: RELOCATE 8, ADD 2, AND PLUG 1 STANDARD SPRAY SPRINKLER HEAD FOR NEW TENANT IMPROVEMENTS. SHORTEN DROPS THAT WERE IN HARD LID CEILING THAT WAS DEMOLISHED. THIS TENANT IS ORDINARY HAZARD. (PER CITY OF TUKWILA). ALL AREAS ABOVE CEILINGS ARE NON-COMBUSTIBLE, NO NS REQUIRED. HANG ALL ARM -OVERS OVER 1'-0". (PER NFPA 13). SPRINKLER HEADS MAY BE SHOWN CENTER OF CEILING TILE FOR CLARITY ONLY BUT IS NOT REQUIRED. 0 ALL PIPE TO BE 1" SCH-40. LEGEND EXISTING WALLS. NEW TENANT WALLS. — — — EXISTING SPRINKLER PIPE. NEW SPRINKLER PIPING. MT= MECHANICAL TEE. EXISTING PENDENT HEAD TO REMAIN. EXISTING 1" OUTLET LOOKING DOWN. EXISTING 1" OUTLET TO PLUG. EXISTING SSP TO BE RELOCATED Wl NIPPLE AND 90. (8 TOTAL). A 0 NEW CHROME PENDENT HEAD WI REC'D ESC. RELIABLE MODEL F1 FR (2 TOTAL). E P \:3/4:447:210P KEY PLAN FOR REFERENCE ONLY SCALE: N T 5 „A...11.117 JAY 1 q 2C4 ice. HANGERS ATTACHMENT NOTES REVISIONS ABBREVIATIONS SPRINKLER SYMBOLS A B C D E F G H J K L M N BEAM CLAMP W/ RET. STRAP SIDE BEAM BRACKET EYE SOCKET NUT & PLATE WASHER DOUBLE WASHER & NUT KWIK BOLT CONCRETE INSERT - HDI -P SAMMY SIDE WINDER SAMMY SCREW - GST20 COACH SCREW ROD CEILING FLANGE U -HOOK SHORT STRAP WALL BRACKET DATE DESCRIPTION BY AFF BOB BOD BOJ BOP BOT CTS FO IFOW bFOW NAS UNO --1- 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 FLEXIBLE COUPLING RIGID COUPLING SYM MAKE MODEL THREAD ORFICE TEMP FINISH ESCUT. QTY • A RELIABLE F1 FR 1/2" 1/2" 155° CHROME REC'D 2 • R RELIABLE F1 FR 1/2" 1/2" 155° CHROME REC'D 8 TOTAL 10 ARCHER CONSTRUCTION INC 7855 S 206TH ST KENT, WA 98032 PH 253-872-7222 FX 253-872-7277 HYUNDAI FORT DENT BLDG 2, SUITE 300 6840 FORT DENT WAY TUKWILA, WA 98188 CONTRACTOR: FOUSHEE & ASSOCIATES PHONE: 425-746-1000 FAX: 425-746-3737 FIRE PROTECTION PLAN PERMIT NO. JOB NO. SO4-43 APPROVAL CITY OF TUKWILA C.D.T. K. WILSON SCALE AS NOTED DATE 05/17/04 REVISED / / PLOTTED / / FP1 OF 1 _ DECK DECK DECK DECK FIRE HOSE MEN (5- '`) D PteEn o i�J b(Zi� RECESS NEW DOOR 12' LIMIT OF WORK 2 LOBBY ELEV�jL J �� E &. TEL./ ELEC. JAN. TALL NEW 3'-0", X 8'-O' MIN RATED DOOR AS PER LDING STANDARDS INSTALL (2) 4-PLEX CUL AT 9C APP. • REMOVE EXISTING = CLOSET AND DOORS INSTALL NEW 3 5/8' STEEL STUDS W/ 5/8' TYPE X GYP BD EACH FACE FUI1_ I--IEI GI -IT MODIFY EXISTING FRE SPRINKLER SYSTEM TO ACCOMIDATE (I) HEAD IN SERVER CLOSET NSTALL NEW VCT OORING INSTALL (I) 100 CFM EXHAUST FAN IN CEILING TIE INTO EXISTING EXHAUST SYSTEM FOR EXISTING RESTROOMS EXISTING SPACE ( FIRE HOSE tr I r D OVER ALL 32D LEVEL FLOOR PLA\ SCALE: 3/32" = I' -O" RECESS NEVA DOOR 12" LIMIT OF WORK la EXISTING EXIT ONL r CORRIDOR D 0 O INSTALL NEW 3'-0'� X 8'-O INSTALL (2) 4-PLEX OUTLET AT 96" A.Q.E. REMOVE EXISTING CLOSET AND DOORS 20 BU H it 100 CFM I EXH. FAN; It it it MIN RATED DOOR AS PER LDING STANDARDS INSTALL NEW 3 5/8" STEEL STUDS VV/ 5/8" TYPE 'X' GYP BD EACH FACE FULL HEIGHT MODIFY EXISTING FIRE SPRINKLER SYSTEM TO ACCOMIDATE (I) HEAD IN SERVER CLOSET -16-0 1/4' INSTALL NEW VCT FLOORING INSTALL (I) 100 CEM EXHAUST FAN IN CEILING TIE INTO 0 \LARGED PARTIAL FLOOR PLA\ SCALE: 1/4" I'-0" ta- 1-4 ✓4 Pt Pilo 1 rem rEF7usr. u -Piet- 0-13 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.C2S—S—llil and exact address for shut- down or restoration approval, ACCEPTED Without Comments As Noted in Red 0 Per The Attached Letter= These pians have been reviewed Prevention Bureau for conformance with cThe urrent Fire standards. 4r,current city fiicc�Ptan�ce is subject to err ors and omissions Which d0 not authorize l i0; tj Standards and ordinances. ,, G•rorls of adopted Il late �,�p. The responsibility fort o !adequacy of design rest's totally' wit.; the dsi,ner. Addit Ors deletions or revisions these dra In S after date will void this;acceptsiee and will require aresubmittal of revised drawings for subsequent approvc. Final acceptance is subject to field test and ins The Tukwila Fire Prevention; Bureau. pection by Acte: / 0 P ocb4)--TT <i) 4btET DATE REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS BY AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO -pF 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 STATIC RESIDUAL XX PSI xx Psi GPM FLOWING XXXX GPM DATE & TIME XXIXX/XX PER: CITY OF SYM MAKE RELIABLE MODEL F1 TYPE PENDENT FINISH CHROME -11-FAC. K=5.6 THREAD 120 ORIFICE TEMP 155° CANOPY CHROME QTY LOCATION: NOTES: CONSTRUCTION, INC TfITAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 SART DENT WILY 2 6840 FORT DENT WAY TUKWILA, WA CONTRACTOR: BAKER CONSTRUCTION I PHONE: 509-535-3668 FAX: 509-535-3720 SERVER ROOM 3RD FLOOR PERMIT NO: - JOB NO: S05 - AUTHORITY: CITY OF TUKWILA DESIGNER: BOB POPKE SCALE: AS NOTED DATE: JUNE 13, 2005 REVISED / / Cc FP 1 OF 1 • General \otes: IMIllo R A AREA OF SPRINKLER WORK — OVERHEAD SPRINKLER SYSTEM IS EXISTING — ALL PIPING, FITTINGS & HANGERS PER NFPA 13 & CITY OF TUKWILA — ALL PIPE USED ON THIS JOB TO BE BLK SCH. 40 — ALL ARM—OVERS 2' AND OVER TO HAVE A HANGER PER NFPA-13 — NEW PIPING WORK TO BE INSPECTED BEFORE CEILING IS INSTALLED — PIPING TO BE HYD. TESTED AT 200PSI FOR 2HRS. — ALL SPRINKLER WORK TO BE INSPECTED BY THE CITY OF TUKWILA FIRE DEPT. ADDS: 2 RELOCATES: 6 A p PLUGS: 1 R0 3LDG PEEN IT #D03-339 0 1180 /-'---77-1 NHP ,..0.- IlLrf ACO'D --,+ —17 I ` Rrir VItit 11-0. • I CALCULATION # 3 TOP SEAM ALL NOW ROD H—AJ T ,y, Iw10CRALCMMG HANGER HANGER CODE /31 31 Hazard Class. ATR 1 GPM/ m m TOLCO ADJUSTABLE RING 1 Calculated Areo TOLCO TOP BEAM CLAMP 1 4 TOLCO RETAINING STRAP 1 GPM@ Psi TOLCO LOCK NUT 1 HANGER DETAIL NO SCALE HYDRAULIC DESIGN DATA SEC \ID FLOO T.I. SPI\ <LES 1/8" SCOPE OF WORK : RELOCATE EXISTING SPRINKELR HEADS TO NEW T.I. LAYOUT. EXISTING AND NEW SPRINKLER HEADS TO BE QUICK RESPONSE PENDENT SPRINKLERS. PIPING TO REMAIN AS IS. P son 1 1E6 1 ACCEPTET.L._ L AREA OF SPRINKLER WORK TUKWILA FIRE DEPART Itviti'i Please call: 575.4407 and give this jr No. �; v. and exact address for shut• d.mn or restorabon approval: 1 Witaout Comma ❑ As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspechor� by The Tukwila Fire Prevention Bureau. Jam" Date: � By: — 472; D E. L. 1 1 21103 �z�9rJ CONTRACTOR: FireAcad Software Design Inc ADDRESS: Kitchener; Canada REVISION DATE DESCRIPTION BY IMPORTANT TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI -FREEZE SYSTEM. SPRINKLER SCHEDULE & LEGEND CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 Hazard Class. TEMP. FINISH QTY. Hazard Class. —� GPM/0 m GPM/ m Q GPM/ m m System Type Density Calculated Areo Area per Sprinkler 0 4 43 Demand GPM@ Psi GPM© Psi GPM© Psi FLOW TEST INFO: Firepump: GPM@ Psi Date: Time: Test By: Location: Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U/G Pipe: 4s 1 2 Ft 3 SAFETY( PSI ) 0 SEC \ID FLOO T.I. SPI\ <LES 1/8" SCOPE OF WORK : RELOCATE EXISTING SPRINKELR HEADS TO NEW T.I. LAYOUT. EXISTING AND NEW SPRINKLER HEADS TO BE QUICK RESPONSE PENDENT SPRINKLERS. PIPING TO REMAIN AS IS. P son 1 1E6 1 ACCEPTET.L._ L AREA OF SPRINKLER WORK TUKWILA FIRE DEPART Itviti'i Please call: 575.4407 and give this jr No. �; v. and exact address for shut• d.mn or restorabon approval: 1 Witaout Comma ❑ As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspechor� by The Tukwila Fire Prevention Bureau. Jam" Date: � By: — 472; D E. L. 1 1 21103 �z�9rJ CONTRACTOR: FireAcad Software Design Inc ADDRESS: Kitchener; Canada REVISION DATE DESCRIPTION BY IMPORTANT TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI -FREEZE SYSTEM. SPRINKLER SCHEDULE & LEGEND SYMBOL SPRINKLER DESCRIPTION ORIFICE 'IC TEMP. FINISH QTY. MP ANDERSON—MAGRUDER CO.,INC .. FIRE PROTECTION DIVISION I.- 1 L E FILE NUMBER S— APPROVAL CITY OF TUKWILA DATE 12-1-03 10202 EVANSTON AVE. N. SEATTLE,WA.98133 PHONE 206-784-4600 FAX 206-784-0489 DRAWING NO. FP -1 HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT THIS SHEET FireAcod Design Softwore J BOEING BULDING 7-68.2 AT FORT DENT- 11\OT- TUKWILA, WA. WO It -n v7 T.I. REMODEL / SPRINKLER ADD & RELOCATES 0 DESIGNER MICHAEL PRUDNICK SCALE 1/8" CHECK BY MP ANDERSON—MAGRUDER CO.,INC .. FIRE PROTECTION DIVISION I.- 1 L E FILE NUMBER S— APPROVAL CITY OF TUKWILA DATE 12-1-03 10202 EVANSTON AVE. N. SEATTLE,WA.98133 PHONE 206-784-4600 FAX 206-784-0489 DRAWING NO. FP -1 6840 FORT DENT WAY TUKWILA, WA 98168 FORT DENT PARK nrATTClN MAP 7-T\ / \ STTF MAP SITE MAP SCALE: 1'-0"= 80'-0" uprade existing Tukwila standards flex heads with black sch 40 pipe cast fitting, psi is over 100 hang 1-0 eop ,Y M1 n OFFICE AREA 130 sf Tukwilla Fitr Code 0 = Relocate existing heads and change out Globe 1/2 5.6k pendant model 5651 total 1 0 = Add new Globe 1/2 5.6k pendant model 5651 Total 3 Total 4 ACCa-VTL., Without Comment As Noted in Red Per The Attached Letter ase plans have reviewed by The Tukwila Fire genion Burd-:: nformance with current City . 1dar ds. ACC.'-,; ;bions which dards and quacy of de subject to errors and ,- orize violations of adopted The responslbiiity for the a{ 1 with the ;resigner. itions, deieifor • to these drawings after ;tis date will ro;+• rte and will require a +esubrnitta of foc subsequent approval. Final accept«,± Y -:. _ test and Inspection by The Tukwila Date: - 6i - 1 - .; I L_ Fire Permit Number 1g-S-IG9 To schedule inspections call 206-575-4407 PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: EDWARD JONES JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON WORLDWIDE 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8537 EMAIL: KMATHWEG@nelsonww.com CONTACT: KATIE MATHWEG DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN BUILDING INFORMATION SITE ADDRESS: 6840 FORT DENT WAY, TUKWILA, WA 98168 PARCEL NUMBER: 295490-0425 LEGAL DESCRIPTION: GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF - BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH 5 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT DATE OF CONSTTRUCTION: 1987 CONSTRUCTION TYPE: V -B FIRE PROTECTION: FULLY SPRINKLERED NUMBER OF STORIES: 3 BUILDING TOTAL AREA: ±59,450 SF (NO CHANGES) saa■sasssssssssesssassssessaa eatimileeniii MIS sigernpowni 1 rel rasrrestrge orampula s iLewis Psbere 2300 -C491 -C Level 3 And Worms Re Pratsoti®n, LLC asssksommesuassssssssee '`sass LIC # firstdf981 rp NORTH PAID iJ3 1 TUKWILA FIRE cc FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE PHONE (360) 794-9479 SNOHOMISH, WA 98290 LIC# 602-250-698 PROJECFI BY 1 Edward Jones 6840 Fort Dent Way Tukwilla WA 98188 2ND Floor st230 DATE AonRcsS 811:3/.19 TITLE CAD FILE NIVIVISSEMENNIMMISEir CWGP cp FORT DENT PARK AccPFTFD ❑ Without Comments ❑ As Noted in Red 1 Per The Attached Letter ase plans have been reviewed by The Tukwila Fire 1i ntion Bureau t nforrnance with current City >ndards. Accepts subject to errors and nissions which Co . -thorize violations of adopted ,dards and ora • The responsibility for the ,dequacy of desirewith the c e 1gner. Additions, deletions lir to these drawings after this date will void t � m and MI require a resubmittal of r'v,n cVfrY subsequent approval. Final acceptant k*p•Ct °o field test and Inspection by The Tukwila Fife ?. ttvencon &ireau. Date: Gl'/f-/5 By: A i 1/4" PRE -DRILLED HOLE CONCRETE DECK !I HILTI KW1K HUS -EZ Ill 3/8" ALL THREAD ROD HANGER RING HILTI KW1K HUS -EZ HANGER TYPE P Fire Permit Number q-t�S- /77 To schedule inspections cell 206-575-4407 NTS MECH. TEE INTO (E) 2" BRANCH LINE - 1" SCH 40 DROP ---�` 1 x SHO NIPI 48" FLEXHEAD f— CEILING BRACKET �— CEILING TILE (III. PIIII VIONAGIA!N/Y/JNI ,27:0WOUWARWOOLIMACl/ .;F 1/2" SSP FLEX DROP NTS H i EE P-1 Eit5CAT fr!11iFr 4 ■ Tai ,iimil annunium. i ►._mIU z. ofIIIM 11111M11„um inammum ilimiliammommi ,,,,.m..„, jig menvit --.---...... _L-grom powair E elms.11111 li IIIMIIIIIIIIRLzLION =i III 11111111111111•11 111111-1 111111111111111111M SlIni i -r i AL.._ 1‘ , SCLC c_ 7 • :a Lewis P �' >rsare 2800-0691 9r Lav 4 3 First Defense Fire PrQtao ons LLD FIRS ` RP OOOOa®Oarawall n raised `=l AC Without C .= ne As Noted in R.e Per The AttaC?:: Letter ?se plans have beer; re Iewet `: : Tukwila Fire ention Bureau for conforman-t: :: ri .urrent City ldards. Acceptance is subject tc..,:?-r -s and ,i slons which .Yo not -authorize viosatio. (If adopted _:ndards and orcin aces. The resp.: •a nil ty or the equacy of deal qo ests totally with Erg:. :finer. dltions, aelebons cp revisions to These dr wings after 4 is late will void tris _-r 'eptance and vliif regulre a resubmittal of revive. -r i'awings for subsequent approval. Final acceptance is scluit,l to Bela test and inspection by The Tukwila Fire Prt,-.'ertr o-, Bureau. Date: 9 -11 ) 9Ey: s I PAID (;1 231 111K MLA FIRE Par FLR #2 Fire Parmit Number To schedule inspections call 206-575-4407 IPROJECT AREA SUITE AREA 862 SF 1862 SF (NO CHANGES) APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRICAL CODE 2015 WASHINGTON ENERGY CODE ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: EDWARD JONES FLOOR AREA ±19,933 (NO CHf JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON WORLDWIDE 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8537 EMAIL: KMATHWEG@nelsonww.com CONTACT: KATIE MATHWEG DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NEf CONTACT: RTI 1 Y SHAf)RTN BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL AREA: 6840 FORT DENT WAY, TUKWILA, WA 98168 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT Ti - 26 -24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRAC CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TI 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-581 FT TH S 39-21-15 W 88.24 FT TH 5 30-0458 W 85.21 FT TO MOS COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY 0 TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 : SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN 1/4 OF NW 1/4 OF SECTION 24-23-04 -- AS PER CITY OF TUKWII. LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V -B FULLY SPRINKLERED 3 ±59,450 SF (NO CHANGES) B�hi*firs�ss:�a - v c0Mi 069,1° kftwo.bIowa: 4ettegh 3; oh + ireQ Defe Mit'A%RrAINAtket. tat ga ■ cf.n FM*r iLewes 2800 0% j First Deker•-e ▪ FIRSTDF98I c 1t., �. .,. 1 1 1 FIRST DEFENSE FIRE PROTECTION SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE PHONE SNOHOMISI, WA 98290 FrojEc . LIC# ADNESE vi Tes) ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been re\ cv;ed by The Tukwila Fire Prevention Baru_i current city standards. Acte _,. _e t:.1 errors and omissions whk; ;w 1,; c;i, :__;; y violations of adopted standards and i -vii.-! 3) .:% S. The responsibility for the adequacy of design r&sts totally with the designer. Additions, deletions Is c, revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: I o - � � - o 5- By: .i l / 7 � � II BREAK OFFICE ' ■ _ ROOM OFFICE OFFICE OFFICE RELOCATE EXISTING SEE DETAL EV) SPRINKLER - RELOCATE EXISTING SPRINKLER L, �_\/u\\/ Stt UtiAL All `:- \ /O� - / t�`O" 439 RECEPTION te - �- = TOE — - i /� 36TB OPEN WORK AREA '36TB �� ADD NEW SPRINKLER .- F. -- 1 i - , OFFICE Ilk RELOCATE SEE EXISTING DETAIL N1 SPRINKLER * :r21,:>< \ CONF. 1II1II1 0 4 9 SCALE 1M-1'-0 FITTER / LISTER NOTES 6- EXISTING SPRINKLER TUKWILA FIRE DEPARTMtN& Please call: 575.4407, and give this job No. and exact address for shut. down or restoration approval. FILE SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO PROTECT THE ERA REAL ESTATE T.I. SFS WILL START WORK AT THE EXISTING LINES AND WILL RELOCATE (3) EXISTING SPRINKLER HEADS AND ADD ONE SPRINKLER HEAD. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40° F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ELECTRICAL WIRING OF ANY KIND. 2. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. DESIGN CRITERIA: PER NFPA 13 -1999 EDITION, AND THE CITY OF TUKWILA. DENSITY: DENSITY - OFFICE: LIGHT HAZARD , 0.15 GPM / 1500 SQUARE FEET. lU R5CANER STRAP - BOTTOM CHORD OF BAR JOIST GRINNELL FIG. 92 3/IIP BEAM CLAMP X3/5 -ATR- -----__ HANGER RING Is HANGER TB' DETAIL 'A/1' DETAIL 'Bit HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS TB SEE DETAIL ON THIS SHEET SYM • MANUFACTURER RELIABLE S.I.N. R3615 TYPE RECD SSP MODEL F1 FR OPRItatlfil CHR CHR SAME 5.6K 1n TISIP 155• otrormy TOTAL THIS SHEET Nf BOT OF. OPOW lYo ABO•.E FINSFI D ROOT BOTTOM OF SEAM BOTTOM OF DEM BOTTOM OF JOIST BOTTOM OF AILN BOTTOM OF 1RISS CUT TO STIR FELD OMEN MCC FACE OF WALL OLDSIM FACE OF WNL NO AUTO ETWIN¢HES MESS Tons) ODER 12 BOD 0 —11I— CENTERLINE -Ir - CENTERLINE OF PPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TWE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH FOUSHEE & ASSOCIATES 3260 118TH AVE SE BELLEVUE, WA 98009-3767 PROJECT MANAGER : KURT HARJO PHONE : 425-746-1000 FAX : 425-746-3737 SUPERINTENDENT: PHONE: FAX: E to yt, 01/s A s, Inc. CertTtica9P - Level :H 111 C_ J Cort Doxey 392-01-3279 :--.lature • cenlrKwTEa (awAL P at W o ti� a1 0 AREA OF WORK EY FLAN 0 11.551Srm a PAID OCT 2 6 2005'' Tukwila Fire .at-IR7?— SMITH 'EZli,STEMS, INC. jr. 1106 54th AVE EAST TACOMA, WA 96424 CONTR. REG. NO. SAiiTHFS1380T Bus: ( 253) 926 - 1860 FAX: ( 253) 926 - 2350 ERA REAL ESTATE TI 6840 FORT DENT WAY TUKWILA, WA DESIGNER I DATE R.EVANS 1 10/21/05 SHEET JOB NO. 1 OF 1 TI5158 ailA4,73,L4i-avil one ACCEPTED Without Comments ❑ As Noted In Red Q Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the _5dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 7 - 3 - o By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No... 0 - `-i/' / and exact address for shuts clown or restoration approval. /rJ Obi > wcQ— A1S \-Pbf. — 1451 -►D < — -ro 1 • 1-0 l Apo fa j r I S —OCT A.1,1.. •pc moo -4- "IATi4G_ _ �oVI?: C411 fef..41e"•''"1114t C;10 N' Scale: 1/8"= 1'-0" Beam Clamp with Retaining Strap 3/8' AT•Rod Hanger Ring TYPICAL BRANCH -LINE HANGER • EXIST. BRANCHLINE NEW MECH.—TEE r DROP r ARM—OVER 1" NIPPLE • • 1 x1/2 RC SUSP. CEILING • CHROME RECESSED PENDENT' HEAD DROP DETAIL ' 3' = General notes: 1. all arm over's 1'-0" and longer to be hung 2. hangers to be c -clamp, ret. strap, rod and ring to bar joist 3. sprinklers to be spaced to ordinary hazard only 4. new sprinklers to be' V2" 155 chrome recessed 5. all piping to be black schd. 40 • 1 ILI JUN 2 7 2002 (c.8 444170 SCALE: APPROVED BY: Nic3f( T Ks.Ost4# DATE: DRAWN BY p.,1 REVISED a � -8x-72 -?, �/ f i. f 1 . - DRAWING NUMBER rl r I PROVIDE BLOCKING & POWER AS REQUIRED FOR DENTAL LIGHT PER DENTAL TECHNICIAN ALL OPS. TYP. SUSFEt D GRID 1 •—� SUSFEti' D GRID AFF— ®8' AFF .4 w L 3 t- SUSPEN ED GRID ePF,LJ. AFF SUSPEt ' ED GRID ®8' "AFF SUS ENDED G AFF CROWN U. .DIt AP' DIED C INC I'I SPENDED 8'-9" F FENDED eRID 8'-9' AF (ni �E41t irir‘ SOFFIT SCHEDULE GWS CEILING 8.-0* AFF ARCHED SOFFIT (SEE ELEVATION) LEDGER © T-6' AFF SOFFIT T-0' AFF HEADER HT. 12 7'-0", FINISHED A.F.F. SOFFIT © +T-6" AFF r4 SUSPENDED GRID 8'-4' AFF SUSFEN1 �t 8' - ED GRID 'AFF SPENCE■ q;317 ® 8'-9" AF REFL EC TED CEILING PLAN SCALE: 1/4" - 1'-0" (� -4 -1; a{ -1;fit 3 `L 13U R L, Ale (1•JL(_ F I- Eitio 0'20,01>ty .t►1Lr., n r-,.,-r<_n,pt_< v.L. r." -i Vic- '-4'��`�i FC /2X12 - RETAINER STRAP VFERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP VITH SET SCREW - 3/8' ALL THREAD RDD PIPE SVIVEL RING - - STEEL JOIST/TRUSS HANGER DETAIL — NTC TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 t/"� --/4/ 2— and exact address for shut- down or restoration approval ti) �l it l T I I 1 FILE ACCEPTED [/ Without Comments ❑ - As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. AccGptanc.a is subj=ect to errors and omissions which du not authorize violations of adopted • "13e'1 arks and t:iiVttiat':i-es. The rE;SpOr:= �}` ibil for the i adequacy of design rests tetany with the .designer. i Additions, deletions or revisions to these drawings after this date will void this,accptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fireir/Prevention Bureau. i Date: (3a%v By: RES70 BUILDING FOOTPRINT FIRST FLOOR cow FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK. WASHINGTON 98082-0113 PH. (425) 481-7669 DR. WILLIAM THOMPSON 6840 FORT DENT WAY SUITE #130 TUKWILLA, WA 98188 gn,A.IDED JUN p g 2004 ' Z3zlr 1611400EE DATE: 4-1-5- (9 DRAWN: -III SCALE: lr �F / 1 1! N.I.C. BUILDING MAINTENANCE SHOWER SHOWER MEN --I 100 H 101 —[ 102 -I 103 JANITOR D.F. N.I.C. N ACCEPTED 15 Without Comments 13 As Noted in Red Per The Attached Letter These plans have b :en reviewed by The Tukw is ire Prevention Bur ;: u 1 conformance with current ay standards. Acc. s -F. ca7,t.e is subject to errors and omissions which _ =, I a ; t . ithorize violations of wed standards and ondii InCe3. The responsibility for the adequacy of de+gn reser totally with the designer. Additions, deletions or revisions to these drawings after this date wit! void this acceptance and will requireea resubmittal of revised drawings for subsequent approval.` field test and 'impaction b Final acceptance Is subject to qys The Tukwila Fire Prevention Bureau. Date' /4-1/1-, 1110 �o —I 105 ELEVATOR LOBBY ELEV. TLINE OF OPENING ABOVE LOBBY ® PI -Ls l iuC PektoEkir 1 = A01)D nir'w LI ELEVATOR MACHINE ROOM 109 H 108 107 —1 106 TELEPHONE ELECTRICAL UP ECtSri.44 f'e==1.4cry► Pe40 -N T 1 sz G 11Rormt P= - SS P I uliWILA FIRE DEPARTMiN1 Please call: 575.4407 and give this job No, q-S-alg r. ai sd exact address for shut' gtiwn or restoration approvel. DATE DESCRIPTION N.I.C. UP REFLECTED CEILING PLAN 1/8" = 1'-0" 5' 10' 20' 30' ABBREVIATIONS WATERFLOW INFORMATION AFF BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO BF 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 COUPLING STATIC RESIDUAL GPM FLOWING XXX PSI XX PSI 1 NORTH SPRINKLER SYMBOLS SCOPE OF WORK: 1. ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING AND WALL LOCATIONS. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. TESTING PER NFPA #13 (1999) AND 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. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (1999 EDITION) & CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE QUICK BOLTS 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3 -.,ALL -THREADED PIPING TO BE ALLIED XL JOINED Vv7 THREADED FITTINGS AND COUPLINGS: - SPRINKLER HEADS 32/ = EXISTING RECESSED PENDENT Re = RELOCATE EXISTING RECESSED PENDENT AREA OF WORK AO = ADDED RECESSED PENDENT SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY XXXX GPM DATE & TIME XX/X)UXX PER: LOCATION: tZeuxpa-TE EXusr. 666 a NOTES: TOTAL PROJECT SPRINKLERS TOTAL SPRINKLERS THIS SHEET 3 CONSTRUCTION, INC FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 AMERICAN LASER CENTER 6840 FORT DENT WAY (FORT DENT 2 FIRST FLOOR TUKWILA, WASHINGTONyo FIRE SPRINKLERS PERMIT NO: - JOB NO: S09-112 CONTRACTOR: FOUSHEE PHONE: 1-425-746-1000 FAX: 1-425-746-3737 DEC 31 2009 AUTHORITY: CITY OF TUK)NLA DESIGNER: BOB POPKE SCALE: NOTED DATE: 12/30/09 REVISED / / PLOTTED // FP 1 Or 1 z a 66 CNI .-4 0 N 0 I CSn 'f thcut Comments As ;Voted in Red Per ,., Attached Letter These plans have h, -,en "v'o ''ed by. The.Tukwila Fire Prevention Bu e F.; f' " 3^le ', • h current City ;-z ndards. Act c tc errors and which = I t;onS of adopted ;tandards ana c _ r soon bUlty for the . deuuaLy of deg t !e designer. -idd;tions, r r- - .,ese drawings after 4$=Is Qate _ :II = require a r?SLlbrnittoi of i; � cuerit approval. r.. _a:..._ e s • Final acceptance is s !' `= t to 1 ScSt and inspection by The Tukwila FireDate: '44 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact add ss for shut- down cr restoration approval, 104 E e 103 ,105 s 106 r L -t' —J e REGIONAL ACCEPTANCE FIRE PROTECTION PLAN SCALE: 1/L," = 1'-0" EXIST BRANCHLINE DROP LENGTH (VARIES) .v 1" ARM -OVER (VARIES) r ACT. CEILING 1/2" 'QR. SSP TYPICAL ARMOVER . DETAIL 'B' 1'/," BRANCHLINE- 1" POL—\ 1" ARMOVER 1"x112" 1/2"'QR' SSP TYPICAL ARMOVER 0 1 E O 113 107 '112, 0 aE 108 EI 1" TEE 1/2" 'QR' SSP DETAIL 'A' TOP BEAM CLAMP KE`e FLAK." LONGEST COMMON PATH: XX -X• AREA OF WORK SCOPE OF WORK: 1. INSTALL NEW SPRINKLER PROTECTION TO CONFORM TO NEW WALLS LAYOUT. 2. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 4. TESTING PER NFPA #13 (2010) & CITY OF TUKWILA. CLARIFICATIONS: 1. ALL NEW PIPING TO BE EDDYTHREAD WITH C.I. / D.I. THREADED FITTINGS. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 2010 AND CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE TOP BEAM CLAMPS SEE HANGER DETAIL 'A'. 2. ALL PIPING TO BE EDDY THREAD W/ THREADED FITTINGS. FORT DENT II GREEN RNER se I 3 SITE PLAN NTS I200m= I .. VICINITY MAP SCALE: N.T.S. 4• REVISIONS HANGERS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP 8 SIDE BEAM BRACKET c D EYE SOCKET AREA NUMBER HYDRAULIC DESIGN INFORMATION CODE HAZARD SYSTEM TYFE NUT & PLATE WASHER E KWIK-BOLT REMOTE AREA SQ. FT. DENSITY OPMISQ. PT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER F HDI -P G H SAMMY SIDEWINDER SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: J L COACH SCREW ROD CEILING FLANGE U -HOOK HYDRAULIC DESIGN INFORMATION M N SHORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE WALL BRACKET P TRAPEZE Q R REMOTE AREA SQ. FT. DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE ALLOWANCEBE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: ABBREVIATIONS WATERFLOW INFORMATION AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO oF 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 COUPLING STATIC XX PSI RESIDUAL XX PSI GPM FLOWING DATE & TIME XXXX GPM XX/XX/X OO( SYM E O R/A • MAKE EXISTING MODEL SIN# SPRINKLER TYPE SYMBOLS RELIABLE Fl FR S(o (ZA \ 14-I PENDENT FINISH CHROME K -FA C. K=5.6 THREAD 1/z" ORIFICE z PENDENT CHROME K=5.6 1/2 v2" TEMP 155° 155° CANOPY CHROME QTY CNr2Ornc 10 PER: LOCATION: CONSTRUCTION, INC REGIONAL ACCEPTANCE 6840 FORT DENT WAY TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S11-50 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL PROJECT SPRINKLERS = 10 TOTAL SPRINKLERS THIS SHEET 10 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: FOUSHEE PHONE: (425) 746-1000 FAX: (425) 746-3737 PAID JUL 19 2011 TUKWILA FIRE i/73S� /1-2a DESIGNER: P. Delgado SCALE: 1/8"=1'-0" DATE: 7/15/2011 REVISED / / PLOTTED / / FP1OF1 11 OFFICE OFFICE RELOCATE EMS SEE DETAIL/V1. ACCEPTED 0 Witi"out Comments M Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau far conformance with current city j standards. Accepi.ce is subject to errors and v omissions which do not authorize violations of adopted j standards and c ;_r,c.es. The responsibility for the adequacy cf ceciTi ;to -tally with the designer. !Additions, o dl . _1't:,,ons to these drawings after "this date will vc 1 =.,ix eutarlce and will require a resubmittal of i ev Ed drawings for subsequent approval. Final acceptant:: is v=.'-;(,.;` to field test and Inspection by P The Tukwila Fire Preven,ic Bureau. i I Date: I 1 - I - US By: 11 1 fDAD.....“,,L_JLA-_er, tf, TUKWILA FIRE DEPAt1 Please calls 575.4403' end give this job No. 0-S— I `f �.. and exact address for shuts down or restoration approval_ NEW WALL EXTENDING UP TO CEILING TIE TYP. T1 RELOCATE EXISTING SPRINKLER SEE DETAIL B/1 EW LOCATION OF EXISTING REMOVED SPRINKLER EE DETAIL B/1 REMO EXISTING SPRINKLER INA PWG OUTLET WI 1• PWG. RELOCATE SPRINKLF_R TO NEW LOCATION. TRAINING ROOM RELOCATE DOSING REMOVE EXISTING SPRINKLER TRAINING ROOM SPRINKLER PLAN 0 4 8 pc C11, Ej nj FITTER / LISTER NOTES EXISTING SPRINKLER 0 TB SEE DETAIL ON THIS SHEET HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL SPRIO1 Fri HON ourontrt TOTAL THIS SHEET AFF DOD BOI BOP BOT CTS PO FOB ORM NAS LNJO ABODE PINSM® RWM BOTTOM OF BEAM BOTTOM OF DOX BOTTOM OF JOIST BOTTOM OF RAM BOTTOM OF mJ CDT TO SUIT FELD CODER N510E FAIT LF WALL =SEE FACE OF WNL NOMRO.4 UA ESS NOTED 08ORENWISE 12 BOD 0 —4 -- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEVER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT N FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLNG NO. DATE BY REASON FOR REVISION CONTRACT WITH FOUSHEE & ASSPCIATES 3260 118TH AVE SE BELLEVUE, WA 980093767 PROJECT MANAGER : KURT HARJO PHONE : 425-746-1000 FAX : 425-746-3737 SUPERINTENDENT: PHONE: FAX: °N if /-1"-°-()-74/ 01�� SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO PROTECT THE GLOBAL ONE T.I. SFS WILL START WORK AT THE EXISTING LINES AND WILL RELOCATE (6) EXISTING SPRINKLER HEADS AND PLUG OFF (2) SPRINKLER OUTLETS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40° F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ELECTRICAL WIRING OF ANY KIND. FILE 2. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. DESIGN CRITERIA: PER NFPA 13 -1999 EDITION, AND THE CITY OF TUKWILA. DENSITY: DENSITY- OFFICE: LIGHT HAZARD , 0.15 GPM / 1500 SQUARE FEET. 10. RETAINER STRAP BOTTOM CHORD OF BAR JOIST GRINNELL FIG. 92 318' BEAM CLAMP -- sir ATR HANGER RING HANGER 'TB' —EXISTING UNE V (PER PLAN) V (PER PLAN) -1 r: r (PER PLAN) EMSTXJG SPRINKLER HEAD DETAIL 'A/1' DETAIL 'BM' S 0 '"yh Dcce KEY RAN w c o 0 a9 9 WB PAID OCT 2 6 2005 //iJ'U Tukwila Fire ?IC/ 3„ 5F5 SMITH FIRE SYSTEMS, INC. 1106 5.1h AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1380T Bus: ( 253) 928 -1840 FAX: ( 253) 928 - 2350 GLOBAL ONE Ti. 6840 FORT DENT WAY TUKWILA, WA DESIGNER DATE SHEET I JOB NO. R.EVANS 10/21/05 1 OF 1 T15157 -14 co 48" FLEXHEAD CEILING BRACKET 1/2" SSP FLEX DROP NTS GLU-LAM OR BEAM SCOPE OF WORK: ADD 1 SPRINKLER & RELOCATE 1 SPRINKLER TO ACCOMMODATE NEW WALL TO ACT GRID. GENERAL NOTES: MODEL #GST 20 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. ALL THREAD ROD 2. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 3. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 4. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET SPRINKLER SYSTEM. — HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS 1ST FLOOR - SPRINKLER PLAN SCALE: 1 18" =1' DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORD. HAZARD). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. SPRINKLER LEGEND: • = EXISTING PENDENT SPRINKLER •A = ADD NEW PENDENT SPRINKLER •R = ADD NEW PENDENT SPRINKLER WALL LEGEND: - EXISTING WALL CONSTRUCTION = NEW WALL CONSTRUCTION SPRINKLER PIPE LEGEND: = NEW SPRINKLER PIPE = NEW FLEXIBLE SPRINKLER DROP 16-1440 PAID UKW!LA FIR SCOPE OF WORK NOT IN SCOPE KEY PLAN SCALE: NTS SPRINKLER LEGEND a 0 0 w O ce0 C/) w 2 O 0 CI_ w Y cgl 1) 0 CO a • J w CI 0 O_ C9 w C, z 2 SPRINKLER TYPE SR STANDARD SPRAY PENDENT TOTAL THIS SHEET a 1 1 girrrrrrr..rr....rrrrraie......r a WASHINGTON STATE CERTIFICATE OF t�INPETRNC1r ifi FIRE PROTECTION SPItlw01ER STETRUS Greg Moffett 4524-0902-C Level 3 Fire sprinklers Incorporated FIRESI*988RJ 4. 6 :•a:. Date �...*3a1f91ril,s;Lifl1OIClIIlrl�rrrr coco CD N J J m w CC T w o) Z�Jil3F2C0 I j 101 • SUrrE - 102 145 ,,,,,---' R / •E -— SCOPE OF WORK N 1ST FLOOR - SPRINKLER PLAN SCALE: 1 18" =1' DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORD. HAZARD). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. SPRINKLER LEGEND: • = EXISTING PENDENT SPRINKLER •A = ADD NEW PENDENT SPRINKLER •R = ADD NEW PENDENT SPRINKLER WALL LEGEND: - EXISTING WALL CONSTRUCTION = NEW WALL CONSTRUCTION SPRINKLER PIPE LEGEND: = NEW SPRINKLER PIPE = NEW FLEXIBLE SPRINKLER DROP 16-1440 PAID UKW!LA FIR SCOPE OF WORK NOT IN SCOPE KEY PLAN SCALE: NTS SPRINKLER LEGEND a 0 0 w O ce0 C/) w 2 O 0 CI_ w Y cgl 1) 0 CO a • J w CI 0 O_ C9 w C, z 2 SPRINKLER TYPE SR STANDARD SPRAY PENDENT TOTAL THIS SHEET a 1 1 girrrrrrr..rr....rrrrraie......r a WASHINGTON STATE CERTIFICATE OF t�INPETRNC1r ifi FIRE PROTECTION SPItlw01ER STETRUS Greg Moffett 4524-0902-C Level 3 Fire sprinklers Incorporated FIRESI*988RJ 4. 6 :•a:. Date �...*3a1f91ril,s;Lifl1OIClIIlrl�rrrr coco CD N J J m w CC T w o) Z�Jil3F2C0 Without Co orre is As Notea 3 " Ret 0 Per The Attacr s!o Letter These plans have been reviewed b, ine Tukwila Fire Prevention Bureau fog coiforrnanri .. t current City standards. Accepra=',:r subjec= < .-mors and omissions which do duthorizt ,00lations of adopted standards and orc finance: The responsibility for the adequacy of design gists totally with die designer. Additions, deletions .-evisions to these drawings after this date will void ttw ,cceptance and will require a resubmittai of rev.ser J' swings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: — By: TUKWILA FIRE DEPARTMENT Please ca:1206-575-4407 and giys(0thiAFire. Permit NO. and exact address for shut- down or restoration approval, 0101 Nt tc �+• CI 0 OPEN L1o6I s=z c -s- = �\ // lS • V (-"cm FA OFFICE 11 _ 02 a BOA !0• ./ • TO COMMON RESTR00MS 15' 3" EQUIP/SUPP. I104I ! FORT DENT '' PARK FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 rt\ slA �..:. ATS qp5 1n15 LOCATION MAP NOT TO SCALE 1 TRUE NORTH FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 PROJECT TRUE NORTH NORTH -sc-1-\ ,eN_AckL kA) Ns-vp\t-ktokgk Ls-vecA VQ)t t,ceoSe UtYlh C. EXS�� TOL v1i�, L3v't t�1 1 R� L. BUILDING IFORMATION 6840 FORT DENT WAY, TUKWILA, WA 98168 SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL AREA: f z' REFLECTED CEILING PLAN A1-1 SCALE: 1/8" = 1'-0" 0 -C -CCL f ` IEA 0 4' 8' 16' iteings SCALE: 1/8" = 1'-0" -i6TP\ L 4V. 15'- 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF - BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO IN T SN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 10177 FT TH S 55-39-53 W 63.16 FT TH 5 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH 5 37-36-40 E 20.92 FT TO P08 - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA SDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V -B FULLY SPRINKLERED 3 ±19,933 SF (NO CHANGES) M > Q c cool '....` 0o ' c°`T z z r� -4 Ld CC17 a>0 7 O7 q In i3'6 OD rj Z to 1L Y'' r -PI PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: MAINSPRING WEALTH JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 STH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN APPROVED JUL 01 2019 PUGET SOUND FIRE FIRE PREVENTION 5 Aio r& iq- s-Iz� • r wertewOOOOOO' leasittlanall srT&1 efinirwavalli W seas ratoTuarien SPRINSWINareaTPI Lewis Peters 2800-0691-C Level First Defense Fire Protection, LLC FIRSTDF•: RP 6searN NORTH 81rP a cts'• ti PAID HAY 7;0 2319 TUKWILA EIRE cc e3,,--- FIRST 3d '-FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PROJEC1 ADDRESS CITY TITLE LTA PHONE (360) 794-94; LICA 602--250-691 8 A'' (35(-ro ----s--uktAA.71.--L.,1\ C\ .(\a GAO FILE DWG # sp u..#�.x dry. ore} y '� `. v''' ,•� 1 f ..:^ r Y, r- ' rt s'h, _ x i � 2 �* �Yf2 tom• ( I -- I , £ -s ii 110 FIRS ! HOSE ea�ry i 1 100 I ! Ji i d ` 1 I - -i$SSJa�, c_--�� - •_ __II / -1 . {y, "St✓.'..�",z,z'> ?k +uii>..::_,` t r�1 .4trera.... �1e'.+. f'+,' '- I j Z -_- 1 '-.�� -. - s`Cxf t3 " r'„ �' h.. =x . I. I! 109 r Vis. '(!�5t3t ACT ' �. r� , &�-�� t "w �ik ) I 1} - j Kyjfi.* �' x t A YR3 ? "£ G I Y' ^^a" 1 i I ,I Ij 8-9 r t 2 L 1.HE � y ; 201 ; I I 1, I i I I— 7—,, , ' r it — – MEM ! L_ L Ji I J� R — _� ._. -N-GS- - , 1 Y I p': �1 j, I . D1 1 ; 113 I ` 11 111 i.• _� —moi 1--7-1 --1 :� r L_—J 108 I—__I iN al__JI J ale i t i R 7 ' i J `!--_3 Mhz _I R 114 I I ' I ( i ash y �iwt 1 kr—. it ',. NOSE J IiVOS - O5 1 ; ' 1``= 1 _ �1 `_` �� : - E 1 107 4 R 1 kallIM 10 ! s I 106 I J �___—__J L J ! jj I I' li I I €; ! 1104 i 105 S I le Millile f z' REFLECTED CEILING PLAN A1-1 SCALE: 1/8" = 1'-0" 0 -C -CCL f ` IEA 0 4' 8' 16' iteings SCALE: 1/8" = 1'-0" -i6TP\ L 4V. 15'- 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF - BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO IN T SN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 10177 FT TH S 55-39-53 W 63.16 FT TH 5 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH 5 37-36-40 E 20.92 FT TO P08 - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA SDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V -B FULLY SPRINKLERED 3 ±19,933 SF (NO CHANGES) M > Q c cool '....` 0o ' c°`T z z r� -4 Ld CC17 a>0 7 O7 q In i3'6 OD rj Z to 1L Y'' r -PI PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: MAINSPRING WEALTH JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 STH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN APPROVED JUL 01 2019 PUGET SOUND FIRE FIRE PREVENTION 5 Aio r& iq- s-Iz� • r wertewOOOOOO' leasittlanall srT&1 efinirwavalli W seas ratoTuarien SPRINSWINareaTPI Lewis Peters 2800-0691-C Level First Defense Fire Protection, LLC FIRSTDF•: RP 6searN NORTH 81rP a cts'• ti PAID HAY 7;0 2319 TUKWILA EIRE cc e3,,--- FIRST 3d '-FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PROJEC1 ADDRESS CITY TITLE LTA PHONE (360) 794-94; LICA 602--250-691 8 A'' (35(-ro ----s--uktAA.71.--L.,1\ C\ .(\a GAO FILE DWG # sp t 1 0 4'-s tai I CA Lei t :k ti i CC Q4 H e N- 14' t U " ? fp 1 ' - 1- 14- rte T -/t r% f_ tom+114 Pr1AIN e 1U- 4 4 i\F F , C .0 71 TYP r' 4..- 16-3 'f 1-0 /2-0 4\11 010 c 4f 1% -- 6 I2 -C _ . it- r1 GAP) 41 Pd- o M ATR ? /0-4 A f% 114 i t4 14 -/J G4-- -- (-8 14 tr i k � 14- - - Z - S ir EEL/. PIT arnairma POST 188A- — 24 x 36 'gyp MA CRIr Kb° MI1/U)+4KEL 17.7 Cr r r,c,ER U X NST: C./' Y //EAP G:/kci f t0 fo E,E._.''/ ''AU.E/ \'O =%f • LIP i/P `/EUoto pd -FE { 3. MAIN 'ELF_ AL... 1/8= 1-O" 0 j7 / I ti r r ALL DIM. IN Fir` --4:i2 -` CL -C/ OFF 'PLV€ r' , �,AToPs AND Nro c mT N E ROA RAC a LINE CAP Q- /E s° sr,,e,- it%• /11- =40-/(aJ0 0= 14,5° EAtir Yl` Zai -Z ff° r f Pt ir, T _ %.7.5° at -Awl -NE I I '1'UKWILA FIRE DEPARTMENT Pests alit 575.4407 4.M gyet this job `to txactztaress 1f' eat* �lc�wtt 4)r aratita ro-T4C PZ. 6-0 6-- f/ - 0-4 14` x' 6 c.�►1 7%1. - R Et 1z -r rI I P 2 , C I : - tti1 PL- A A"./ #f` WITHOUT CO NLES,ITS. 0 AS NOTED IN RED - 0 PER THE ATTACD L H iEETTER _ The drawings affixed hereto have been reviewed and accepted by the Gift of Tukwila Fire Dept. Additions. deletions or revisions to these drawings after this .date will void this acceptznce and will require a resubmittal of revised drawings. Final acceptance is subject to field- - inspection by a representative of this department - DATE: CITY OF TUKWILA 575-4407 FOC S.XACT 4r.0C_ATIDtJ5 OF F4 --t.6 S pt L3 1"1 '7� r l Sea -ter i.)t' AAV c (2-U/4.1 1 ` - / •'-u% 1 4 CE9 0J-1- -(15-/-1,-012-/ tiFt2/GrN T 1-f-tA c /-30 k'' c/A.? / 'To A.I Com' P%-710 0 f A/7 t aft -rte /LL 00-r : t1 P C •f ✓t^t�' ;' C /2.11f..1 1 TD Z - ,u L71 P - -tc 1i ff6 o CAP Wit el PC12,1 I)Ptt-i4,14-r t t: ,f JUL 3 i 1 91 ; L.5:1- L251)1.. �59a� tJ Pc -; }+?\ (4.14- 5ctL+t- Zorn _) e7z- 7222. c r1Z cry,1TkfuC7 crr ¶ 2cc = KEIT L,A 1 DATE: APPROVED SY 11 DRAWING NUMBER 0 l) -; ENT RYHOPY 11011 nO A.S. L • I 0 i • H ISTAIR' H • 0 Q.J0 .0 412S' Cce.-; , a i;„ -f I • 0 • • 0 0 • • cf. • • • 1 ' i_ II • I ; ; - • ; :LI...;1. riN 0 ENTRY CANOPY NON :7_0itta-1-10 A.S. C,) 0 •i • • 8-0CLG 11 1 _ • 1; Cfri _ I I - (1)Q • • Ke -__ • 1 . • i i t t i ------4 a •- r • 1 se -q- c -e- s Te-kiKkr-r kt-if12_o0C1.1E--..r-rt) ELV \ELV1 • ELEVATOR MACH,SPACE • t- ' A - Th lit -2. 41 0 li STAIRS IL t 1 1 _ 033 -4 1-1 • 0 • FT 9-0 TYP CL G UNLESS NOTED • rt JUL 3 1 1291 (1.! • ENTRY CKNOPY IL 11 kjE ACCEPTED 13 WITHOUT COMMENTS, Cl AS I\10 -1,W IN REY9 ID PER THE. ATTACHLETTER The drawings affixed hereto haVe tidal reviewed and accepted by the City of Tukwila Fire Dept. Additionsf deletioh$ or revisions to these drawings after tliii date will void this acceptance and will require a resubmittal of revised deawingc Final acceptance Is subject to field. Inspection by a representative of this department DATE: BY: CITY OF TUKWILA 575-4407 87Z- 72.') 417a big k ofu5y&CTiorJ Mr -JC. 7 c)D ZoG rs- 1-1-,r 9:r11-)32_ SCALE: /Lc - DATE: APPROVED BY oV DRAWN BY FCKT VEr27-- C-ZY0 3 CtJTE "Z1 L./,3 Tf< t•T FJcQa-CL7eCLik %T.vj DRAWING NUMBER 4.47- 7 • "N`TELEDYNE POST 11111A-20 - 24 36 —IeNt-°e' Ric:SPOIN, 'zoom 4140 SW -C6 V-tic4A- tt4 S 2-zr 1 8-0 ie" 1L0 Ex! 1,4 EI4 ACCEPTFD .e.44,7 WITHOUT COP:: 3. S NOTED 1: PER THE ATT,• ., _.: ) ! ---T1-7R The drawings affixr -!. •-, reviewed and accc,- Tukwila Fire De +.... or revisions to t• r ..IA'i, i ,., - ti ii..3 date will void ti.i require a rest.ibil-,i, . _. ,,....3eu .....4wings. Final acceptance Li inspection by a repre,„..c)_,..... ,, , ifs department DATE: /•:21 -13 BY: ,4 - CITY OF TUI\Vvi_A 575-440/ TUKVVIlA FIRE DEPARTMENT Please call: 575-447 and give this job 5- 0 and exact address for shut- down or restoration approval. • ' ' et. "' %.• # 40.4412,47 NAME: —r.44E ° r-otaT" PL.° c_tz_ (06.40 .6o uni-cs-wrer__ -1-1114-14/1 f-IAMGE.E. LEE41::. SFR liJk.L.ER6 U.66(7 APPEOVAL-S Or_OLJIZEP AE.NERAL- Nimes I:7 'The F5H M. p SYN1. -TYPE mFe./ MODEL SIZE TEMP: FI4151-1 GAI-4OPY ()UAW. V1'7. APC -4-}C) • 115}406“-r r -al 12- tl 13174G1, r 112.- 1.1 tZeZ-. C441C Z3 8 ZEM 0 VG- P A446 0.ePLA.c.6 la(' H.E14/ Prz-4,P 1-1:> P Jj Pt.45) I-4° I-4 51-e- Szrl7ue_me..,1-4 Amo ye - Gel LI 1-4 61 DWG. BY oept itutZ:), k4A7-4.1Z.0 C---.h--G -1 AN16. Fire Systems West CY 1502 Pike St. NW, Suite 4 • Aubum, Washington 98001 'C) PHONE 206-833-1248 pATE .1015 40. SHEET 1 Or 1 I'IDif... -. \ • .1) (�;iLint.F,:;PX:2. .,r 1n1 1n 1►,Ic., . '7) x► T1•n,(A ?4'L-1)lN6, W 1 TM r•tcri1L DCGK +/ 4-1 N i,�:•:Cf.P' ClN(, N f+tcorl>ANCE :q) pl:i:li;r.:•AN4p.':F:1.47I NGS . IN A' .-(,'(.417J:_ Wi 7 a•t W171-1 tiN -ice .�:�.,:.....— I -•• -••. I • • ••• • • +A D E. NcYrc t, kt. L:.oc. r • . . �CL�R KD SPCIN+'tkISTJ.Nrj ALL PI PC FIWN4 PEK:',rir..P/t.`n'<`• E RM' -i. ?1PI!%1 *Pe Nrr":4 '.13'. N• w. flRPIovEsZs G►CCAT pi' w/iLL t'•E •Fs[ACcp .w�r�l' R j KPAMsaoi..1 S0IE4.D' 56sa'41'N4 ~!'!!4-N1.4E0 1JCHAN1.2E0.• 1:i":: • •• t ! • 1 • :., . • • .• et- r/in ti 414 Please call: '57.5,4407 arid give this job -••-_• -. ••r••--.-••: • TUKWILA FIR ,DE Arafi lvlZ• and exact address for shut+ • down or restorationn aA1 V* 4is If 9Ao SoJ-th 1Or-F De • .. • ... • . . . • . • • • • •. •• • • • r:. hG .141 ,ti••p 11:,C, Ifi14P.A10 PEA 1. Oa:Q. S A:1C11.•,•: PCL FCR iWed;E;< a FCR ;�•1 r'LtiCti:'�r::::r �r3�rE,; r, f.; (; `; f'� ►+°r:°� of 1.$ rr' SOO(\ .MAci ru d., t „f l�..4V, Ou G( rwC WITHOUT COMMENTSCcntc,'•I- j NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletio or revisions to these drawings date will void thisc�,3��nact 7. -ce and •,0l1)11 r.equirj a resubmittal of revised drakn.f0g%, Final acceptance is subject to fie.ld I inspecti )n :ay a representative of- thiSi dep: r. -rent DATE:. f ....- �L BY: %AK %Clo3 cg, c iu10Ea?SaAI 7!Intir!I 1992 i t i-sP Tc. -AS PEW CZl f Sri's. EY r;Pi gs t 11117`0 GCrYG CMG 011/1111 11 WAp4 i``=i0 uteau f®t 01A0111011011 At iffnnkleted: loos O. ter®D a ap Iie6ttP R arcfld ¢ as ti s. 4 E@ aijnf on tNet . toward tor 1 oar a1cls Yotanc • N +t 0 :7- Z'ME Tr nces relat elusively to relative effect of e rn iurance rates They arc :1^• to be con- y upon the question of whether due ,:are" aspect to possible liability to ser4.ar in. f It rs recognized hat hazards which BA'k r PRE V ;4 + E 'W —'t BY & ►j igYw- rtill 4EsATI,E&`N ASA goy l ' 100 eSgltlta ,,+ tatmkNteao to ct '°0us tpf ott+cCb to 01110 hurcan r@69m'„ 110 let p1gi tined edt11110 z @i ape@ to w000ubout instiatice l! ed . nlEetinli fi changes F9E9C age`! , ,1 @- - Iteelis 101 @o w V3R o tot too acc°v ' i9 7 -Ke F "w 7:g IO" y'/A r )(0' /t, N 0 CO f i,/'r Pi— 7.,.3c 30 1,11i. o—/G5` e/P .r6In ,L.j :16,-0' 1E4 j4i /60 44. •= /GS- P.E,%,pAN`1" 3C. ZZ /7 7.5 g= 2/2' . -`- Z - 1%c'Jr Cr' : b Comf%: ,7- Cr/ ! a z, L • SZ 2 i7E 31 /+ AN N No • /0k .Cx8 /0x 1Z npc c = 1 G NOT4=—S 7 ALL MArN; ARE A ;? 7:11./7, :t_JAf`_- x,71 r 1 P.2"£CSC t et: X L AL! I:- P 4 E(4 -_L Lr S 4- A:T r S'r; z_i' Ftf7-j s • ALC -0-R_/?k.7.../,(fl tU!5TLf:..-0 -L C`S e- /20th AS Ar' NFM tz F= cf?'x i=IT SL fIT7`11 G- 5 ),e G /""' -i EE/!iiji l' :_r PEA fiS G; • 0 • RQO 1(‘ L_ ST ;6 -Ip_= .ui?ATic P!2C I NI & CPFI Beg STE !4- -30%s STEEL -E513 TEFL_ c L -o zi',. FtT92 pc 4CcUsT C&,/,g--5 `-Z 1 0 ACZE:fr_ St S-rt 8 i • r ", lr ! _ 9-c' AFF 7 -Ye ALL f"Zt•''ik L /r L, r/ / ♦---- r 14 BL 1-0 80D Tye. ALL F10,-./1.-; CON SLAB • r J F0 Tha.E Hca f. CE11-r<y No s6 LE. • r C1"J'f1:.:. LtJ, 3f, To- / :F1 Z r -If c sf v k k '.NUS r a rLIf7-- k";-7;7W-/Z_ r .l .r r k";-7 W -!Z_ c r=31 4t/t„cbii AP=L'F,# ri., 4=T6:r VL e-SLr_<"UE ---F I - .• U/G R SE4 /NM/1 w5 i2& ?tt1,L- Cf kA T 72 Al0 4GA • ACCEPTED WITHOUT COMMENTS. - NJTEP if' RED - PER THE ATTACHED LETTER _ ;The drawings affixed hereto -have been - revie Ned anal accepted by the Cityof Tuk,vita Fire Dept. Additions, -deletions or"'awl3lons to these drewTngs.after this - date will viii this aocaptance and wilt require a resubritta,T of, revised_ddrawings. ar.::Otahce t_s. itbI ct to field-, 1rt5-r ett•ri by a re, t' 4entaative of this 11 A;1:: 1? r - CITY OF TUKWILA '. 575.4407 7SID"'I 'LIi1 V NCS5 /tGD s:.I-1TIP L it 3/2 C FJJG 1\ - NANGR - NO S C fit E t30,- o R 1 J F /e god FAI\A / O E CA2:2E -r-r T'/ P i -u icz ticks FILE. Z_IN Lr ES7 1 1'241Z fi•r// ty, . .- TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No- 90—s2 - and exact address for shut. down or restoration approval. • B.O. -ToisT OR .A..i•F ,17 I PLz%t_ PL(4G P.0 a7 N4!Jr E/z 'J CCALE ' iVE CF lit/E A y4 ;rti T, .'vS 3/8 CIG. :LA IGE lzsNG y,1 v6:g NO SC ACE OF .P 21E y, NANGEg ago APPROVED BY DRAWN BY DRAWING NUMBER ielELEW1E POST 188A-20 — 24x36 • . _.• • • V 4 - - Ir ( TT 115' ci/ r , .. /0 — 1 -; _-- c i -- -- - P it - - - - _ I .-, -,I -,, _, - . .....,- -,. _,., 1 0 Lk . -, 1 ° - ‘NI ‘,-- _i• i - - !!/... l'N'; 1 0- L. kli '• - ;.1 rt.- er- i Cr Lu CC . ,_, u- LI- ifl La ! :..... Lrl>"' 12 1r l'i Vv! I-4 11:'D \ --t N a:c Nv,(1 —71g. i !ft ' I 111 • •• 1 -7 - ELEv. PIT 0 N. I -77 77- I -— - • 0 0 l`k o -6 : 4 ; e 1 - ; :41 I 4 -0 t 1.••• -rt - N4 • ' I t -e 0 -0 -0-- 1 P4 c; -,t /- i # - _ 14 _ /0-0 1-1 01.E (-„As ev) , 114 _ P-47 9-- r 1 1 t /4 1 10- 0 , Kir • r , 4 - ' /4 - c I Co- 0 I 4 I 4- 4--€3' 6-3 r. I 6-3 J4 G-8 Q rz- MAC I; INE Roo IN\ ▪ - ;•' I4MILLW1vEs T4,PE vv i/EAP Guo/ Skil.E.1_1),fO E ED -- Et r 140 _ScAE r'4 /0 - 0 14 0 - 14 - 1 ,k / 11 . ••••• r 01 14 / .1-- — 0? I 14. k --- '`' t -f---77"----- •-• 1*-. -r----4/376-171-O ., • Y 11 r 11 5_C 41_ 1 °- - - I f _ ; - 14 I 14 5_-3 6-0 - 01 141 / 5-3 6 _e, 1 o 3-0 r 4 a - - - )// /0! p- / — 1-0 01 1309). / /k* 17- - - - - CCT1- 4.2-1Y ALL DIM. IN Firt 0 • CL47 OFF tki_l/E TO ELF vAToP5 AND 7,A RI FOLNN\ -4 '3 tANIN ELEVATOg-PIT-SPRINKLEA - 14 13 RANc4 LINE %kJ / t "-i s-0 t - 0 - 1 )1'4 --c I 0 c - #11 f- .0 • 1 J-4 /C; - 0 •;;--. 4 / 2- G ACCEPTED sATTL9.:. WASH Witige:Noiv1171: 9110116 URDU . ushtloweetmersertioy,nsgydmltefemsuirucettmailiigtelsrosoport:hvieoldsdiBtriulottnseeasu!StAocrrucceo:mtatimnicieiocandatildipopnloia::ttostiperipenraaknlecstlaadd: subinw tind tor cotstruction and occupancy shown tharecn. finished In:1i cloiamtim"enlititsbiaaCtbland 3$ accnep"Cta tnCi°esn rteolriatlea;e1xc:isLi;v:ynctOrelative effect tt various conditions upon tire insurance rates They are not to be cor,- strued as bearing in any way upon the question et whether 'clue c'irt has been exercised wlth reed to possibie liability for persrAmi Ilt•- vy or damage to property ss recogiu.zed th haz..m.cts *Amok -n4 result in loss still exist. 4744,40400"' /c- - 7- A 14 I tko t- 6 14,f 7 - /0- 7-E I kt ‚4 44' 10 o_ /. I 17: 0 lc- - HocE- \:\ 1 cg -1Q, . • / 1-2 a - LTA' Fcs .J- - 7- (-) prr, • ft 7-4 /4 B-0 t .1 cy_ a so srue,- a f!. / L4- 40 /‘ ° PEKcb, Yr f. G 0-zz;Le 4tic:-11 2_ • 7-074(4 /71 2_ ‘.9 --I, :4. • - • 6-0 4-20-9,7/6 ti I 6 199.0 1.1 2.64, ) -1Z- 72.z?,. C/ -6-k Ccrlf_ 1kIJC77;.1.- 7C- ix... 9632 SCALE: ‘/F,--•. 14-c i I DATE: APPROVED BY C TY CF JVs1.IL•.Pl DRAWN BY TrAA flre et„ rogT terri SVO Surt4 C.SJTFP_ --- Fl-k p f- c g DRAWING NUMBER N`11121,04 POST 188A-20 - 24 x 36 • • _ 0 .I :01 33- G 1-� c� a C.0 f-- '�- e-CC t tt-t f --f x fZ l v —5:404 &-c 1-.; 1//#- ! y+ 9-0 Vic, ti i—} 4 1Z- 6 4-9 f -9 w M r +— 2-0 L'S -0 t Q5-0 f R I 0 H R 11'� r 1 ¢ isk Y I4 r. 1 _ 144- - I� 14- 2 -0 'z!,-0 es -0 �i`! % -D -:' r' - ;' e -o i 4 l` !r t/A t� M '&' )''4 ri IY 11-0 --G-6 1 k4 14}-0 0 - 1 �f ( , C4- • 1Y 4-4- 1� ►y _/%(1 / 1 �4 11 0 ft— t 14.- — n t k — 'v Jk -t-- a-� - t1—ta 9-o 1 rte♦ b -o 1-0 41 • t%4 - d -t✓ 14XI2-0 4--0 I • 13-0 4. _ °f 1 1 -7-o t/�/ 4-0 1% _ 7-0 \1Y41-1-3-°' ' ' - ♦ i //- 0 q- 4 ? - c- i1- 6 E- /Z --O /L -U 1Z-0 /1-0 il4 •—d 14-- i 14-0 1 '4 0 ?! 'Z.—o C-- 0 • 114 5-a fl- 11-0\-i 3- C., 0 11-6 • t ) L- E lY - e -o c ti t 14 i----'�•� fY Yv • iw G _ 7-0 _ I %4- 7--C /0-0 E. f I :�— i✓ 1J - I.9-0 e T 4 -Cf J ' ACCEPTED BY WASHINGTON SOWING & RAT1k6 OREA0 SEATTLE WASH NOV 1 •s 1990 Its meeting requirements of this outwit tor classification as spnnkleredi however, system changes or additions as recommended on the attached sheets) w+ti result in improved rates. Acceptance applies to plans es sarbrtiiih�d and fpr coRStrUction and occupancy shown Installation subiect to insitection for falai, accc;tanceR � ` iiaish� R+� -n^+merts and acceptanc's relate exctus++'e'y to relat'ae vfit'cr of various cr,nditions upon file insurance ra.e. They are ,zct to t' an- strued as bearing in any way upon the question of whether 'due case' has been exercised with respect to possible liability for personal in- jury or damage to property It is recognized that hazards which oril result in loss still exist� fy 1' (k _ f✓� r 1� I - _ r / 1% r%4. 1fr /4-0 _ /0-0 - /0-0 /0-,10 /Z-0 t 7 14 _14 /4 -0 - /0- 0 /c- D 2 /Q- to 11 14 30" B.C.D. II X isC H 8-6 - 14 !Z—tf) 5-0 • - UL is SCALE 0 el ApPROYED BY DRAWN BY DATE- FckT 1.2)611)7- 71 cd- Ir DRAWING NuMBER leTamt* POST 188A-20 — 24 x 36 0 V) IN 0 (6 0r f— S5-0 "Lf -© � ►3 1¢ 9-g-0 e 11-4- i �G 0 11-9 Iz-O /-0 1-4 x 1i _• I'� \=-f Ivo _, 4X2! -o 1y4 W Ji W 4 Ji 0 n 9s- 0 4 0 4T /Y4 2-11 (a - `'t 3- i /2-0 fri _ L O tY 114- 1- 0 8-J 1Y� I -I0 ly �% 9-0 I_-/1 �( 14 %f 0; 5-9 tak 1 NI -10t r (-AB 01 M di 14 � - I �i - /4- 0 14 13-10 r-1 7-8 /2-c 0 - /7-o ;-t 114- 1 - fj 14 �)-4_ 1 4r -J I'4 4\\ 14- 12-4 1- (• 5-0 - ty4- /0-0 1 t r- 1 - • 1 • I -f f 14 to 6 Lrl `lam 'th { ► 1'4 a i4} — 1 1•1'� 9 1�; 11 2, ;/0- +� +t --11 ri4 (0 /0-0 - I 4 1 -- C U T oFf V L G- ' 1 4. I k ly ; t --- - -- - — of 4 0 r•G41) 7 ly¢ '- /L! :111 L -V y1 I 11'4 ' I'4 }/Z-0 4 I 1 1 4 1� 4 1 /�- Imo+ 14-; t //-// , - /2-11 t 17 I2.-0 1 ;!-o 4- —0 4-0 Z- S \t- T7P c -b 11-0 31. 24-0 1 I=f %4 14 G 5 1 ‘6- ;() Rtf FZEE /6/-0// A FF-= AZ/ (/ \ 14 1-1C 0 14 . CO -`� 7-/0 r -- 9- Q z G ly 20`—o" ACCEPTED BY WASHINGTON SURYEYIBS & RATIN BUREAU SEATTLE WASH N O V 14 1990 AZ meeting requirements of this bureau for classification as spnnkleredf however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown therm. Ein+sha l Installation subject to Inspection for find accc;.'_3nce Ail comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates The/ are not to be con- strued o-strued as bearing in any way upon the question r,f whether due cue" has been exercised with respect to possible hjbility far personal fury or damage to property It is recognized that wh+ck � result in loss still exist f% / 0 -0 ,14 1l'4- f I/4 1 11 G i /t► -J - 1 - F f 1[1---7--1--- — - - - 3 . /�-✓ 1 M CO ►, 1'` - , .- / -¢ 11-4 9-10 2 -o rr 8 rt 2-3 11/4-1� lit 1% 11-b 11-0 e 11- 0 i¢ 11-0 • F a I% r F s Iye It/11'- 1�q� 1% 0-0+ If r 8 P-0 7-0 ^5 14 Pk I% 1 f% 4 — 4 r Qt 9-0 414 /%- 7-4 Z. NCI is - -4 // 1 741 NOV 1 0 1990 1: DRAWN BY DRAWING NUMBER IpTEADINE pow 188A-20 - 24 x 38 — 0 0 s t) 0 -Annum* POET 188A-20 — 24x36 .90— L ENTRY' C4N OPY NON CG "- n0 A..5. 1- r-1 ll 1 1 [L • t H 4 0 0 • r" • ' • fl r;\ c� 0 1 CD • • 0 • 0 tin% • la. If 1 8-OCLG 11 ENTRY CANOPY NON CO \B NO -A.S,- 'D • • t....} ELEVATJR MACH,SPAC E • t r+ • 4- • • ENTKY CANOPY coMR NO A.S. -1 i } H hf H —1 0 - H rT • , • R h y 1 ACCEPTED BY NASIIHIISTON SURE11118 & RATIN& BURFU SEATTLE WASH NOV 1 4 1990 As meeting requirements of this bureau for classification as sprinklered; shhowever, ll result in improved em changes or additions rates. Acpts crecommended pi es the to planattached as submitted and for construction and occupancy snown thereon. bnished Installation subject to inspection for finial accc;.tsnco. All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance the question ofe ale riot Ther to one acon- strued as bearing in any wny p'due e has been exercised with respect to possible !lab Ilty for personal in- jury or damage to property It is recognized that hazards which may result in loss still exist e ow • s._ 1 ( • 1— ENTR CKN©PY 11 C1.1 LT IIUQ X1.5 9—Q TYP CEG UNLESS- NOTED 1 Z. 41zHEIZ Ccs/u3Th'LCTIOrJ 7 5 Sv Z'G ' 57 k' L t�)T t,� ► A SCALE- Ye /1-0" APPROVED BY DATE' - CITE' Cr Tt..KL'l14 FCKT t*JJT 360-11%C. 6 -t -a T6g.�,tU4 w 1�? Fjco� (�c.7�'i� Ce.ltrhj SZ 'DRAWN BY w4_ DRAWING NUMBER Sa' 7 0 0 01 ( 0 .0C-0 Q -0 x G -- O STAIRS m • 0 int tI • • c r T • . • -- • 41, • ly • • • U 4-, - 1' 1 FACH EC H -,FT =WTITr1 edIOSF C STk I ee 125-- ACCEPTED 2v ACCEPTED WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH NOV 11199O M meeting requirements of this Bureau for classification as spnnklered; however, system changes or additions as recommended on the attached sheet(s) wail result in improved rates Acceptance applies to plans as submitted add for construction and occupancy shown thereon. Eamshed installation subject to Intpectinn for All comments and acceptances relate exclusively to relative eta -lilt, condltions upon firerates theare Ileft to be eat- st.�,edsas bearing in any way uponrance the question of ywhether due cal " has been exercised with respect to possible hab.lity for personal t� result in loss still exist Foal jury or damage to property j as recognized that.hazaufs w;rt �] 4 r -- 1 .Z.1r 11� r w ------------------- (z(-4-0 P72.- 72Z� RRChfR CQtJccTkCtvC -75c ST KENT cki4 91({ 32_ #4g. CHCrc 21.9 SCALE- Y — I' o" APPROVED BY CITE OF Tu�t�i DATE 6&/o t-) 1 a111=(t; ` \vel ► '.ts Fly f. FiscTF y ; DRAWN BY f.( DRAWING NUMBER iCTEt.EDY E POST 188A-20 — 24x38 1 • OS -0 20-0 H H • 2 • 4'O$ C: CWA H H 1-4 0 { t't }-f E L V „ tr UUCLG 1:VVA�I�5 \ 1 I • C..•z • 4 - SPRINKLER RM. • 0 • H • • 4 r • Q -411 O -0 Wj 3 5 - 11 H Ar,ECH T ACCEPTED BY WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH N OV 14 1990 As meeting requirements of this bureau for classification as spnnkfered; however. system changes or additions as recommended on the attached sheet(s) will result In Improved rates Acceptance applies to plans as submitted end for construction ad occupancy shown thereon. Eir:shed Installation subject to Inspection r,:r All comments and acceptances relate exclusr>,ety to relative effect of various conditions upon fire insurance rates They are not to be con- st; ued as hearing in any way upon tI'e question of whether 'due care has been exercised w.th respect to possible liability for personal *- fury or damage to property I is recognized that hazards whtch meg result in foss still exist F'I VI771 Has CAF., r NOV 1 J 1990 ----------------- (9c6 2.1-i . a r-) - it v c. -r : o r, ) ruc - 7e55 5cz to( Tk S---KEr-T wA (15a` -- SCALE I -" DATE* 1 APPROVED BY CITY c Tt.14.tiot1A DRAWN BY 4-NCI��,�� rc4 'PETS i 'T.f± `t�lvrr) `Tr(t, + tx.1A- DRAWIN C NUMBER 7 a, % irnuictim POST 188A-20 - 24 x 38 • 4 r'- /'1A S _TN ti J (6 67 GS1 (c' M 44- 4'. )1 — S `V\ %.T 1.`1 _- rMin.ra, . ACCEPTED WASHINGTON SURVEYING & RATING BUREAU SEATTLE, WASH. N0111A 1990 Al meeting requirements of this bureau for classification as sprinklered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Fanished installation subject to inspection for All comments and acceptances relate exclusively to telativh ptt et a( various conditions upon fire insurance rates. They are Kit tr) be Mt strued as bearing in any way upon the question of whether "due 'Ore'` has been exercised with respect to possible liability for perserial !H' jury or damage to property. It is recognized that hazards which rney result in loss still exist 1 52 T� • nom. �_Tr` "yrs -1 ¢' t 1 • t 1 PEM 0/1- A A / z,. ,a. 47 40 31 I 4 '! i 1;L' 1 99 0 1990 4.. C!Z.: INNS T ,CGi1.�J 67Z -7 ZZ z /7E' LC.1;J _. .110 SCALE: DATE: AIG V 90 APPROVED BY comer D tV7 .2L DRAWN BY .. .40 Six t"1PCtNr ;_6.i . 7X Lu, t -)A. fl/i.7K A1,1c . F, Ems, DRAWING NUMBER 1. AIM I\ x7B,EDrPE POST 1BBA•20 — 24 x 36 311 NOTES GENERAL NOTES: (FIRE ALARM SYSTEM) COUTION – THIS FIRE PROTECTION DESIGN IS BASED ON BUILDING AND A/C CONFIGURATION AS OF THE DATE OF THE LATEST REVISIONS TO THIS DRAWINGS. AUTOMATED COMMUNICATIONS CORPORATION MUST BE CONSULTED PRIOR TO CHANGING BUILDING OR A/C CONFIGURATION OR OPERATION. ANY SUCH CHANGES MAY AFFECT THE FIRE PROTECTION SYSTEM PERFORMANCE. IDENTIFYING NUMBERS ADJACENT TO A DEVICE SYMBOL DENOTES ORDER OF WIRING. (Iv DETECTOR NUMBER 1-2 IDENTIFIES THE SECOND DETECTOR IN ZONE #1.) WIRE RUNS ARE SHOWN DIAGRAMATICLY. THE EXACT LOCATIONS OF ALL EQUIPMENT AND WIRE ROUTING SHALL BE DETERMINED IN THE FIELD DURING INSTALLATION. AS–BUILT INFORMATIONS SHALL BE SUBMITTED TO AUTOMATED COMMUNICATIONS CORPORATION FOR REVISIONS TO THE ORIGINAL DRAWINGS. FAILURE TO DO SO VILL CAUSE AUTOMATED COMMUNICATIONS CORP. TO ASSUME THAT THERE WERE NO REVISIONS MADE TO THE ORIGINAL DRAWINGS, AND THAT ALL ORIGINAL INFOR– MATIONS ARE CORRECT. ALL WIRING SHALL CONFORM WITH NFPA 70 (NATIONAL ELECTRICAL CODE) MINIMUM WIRE SIZE SHALL BE __ AWG. EXCEPT WHEN NOTED OTHERWISE. ALL WIRES TO INITIATING DEVICES (DET'N. CKTS.) AND INDICATING DEVICES (AUDIBLE CKTS.) SHALL BE ELECTRICALLY SUPERVISED. PARALLEL BRANCHING OF WIRES ARE NOT PERMISSABLE. NO OTHER CIRCUITS OTHER THAN THOSE SHOWN ON THE DRAWINGS ARE PERMITTED IN THE SAME CONDUIT OR CABLE RACEWAYS LEADING TO THE FIRE PROTECTION DEVICES. WIRE ROUTING SHALL NOT BE CHANGED WITHOUT PRIOR WRITTEN APPROVAL FROM AUTOMATED COMMUNICATION'S PROJECT ENGINEER. PRODUCTS OF COMBUSTION DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM FROM SUPPLY AIR DUCTS. DETECTORS MOUNTED UNDER FALSE FLOORS SHALL BE IN VERTICAL POSITION, CENTERED BETWEEN FALSE FLOOR AND REAL FLOOR MOUNTED ON STATIONARY STRUCTURE. DO NOT MOUNT DETECTORS UNDER FALSE FLOOR PANELS OR ON REAL FLOOR SURFACE. USE APPROVED SHIELDED CABLES FOR HIGH VOLTAGE WIRING WHEN INTERMIXING WITH LOW VOLTAGE FIRE ALARM CIRCUITS IN THE SAME CONDUIT RACEWAYS OR ADJACENT TO FIRE ALARM CABLE RACEWAYS, RELAY CONTACTS ARE SHOWN IN NORMAL POSITION WITH POWER APPLIED TO THE CONTROL PANEL AND SYSTEM IN NORMAL SUPERVISORY CONDITION. UL LISTED FIRE ALARM CABLES, WHEN INSTALLED WITHOUT USE OF EMT RACEWAYS SHALL BE MOUNTED NOT LESS THAN SEVEN (7) FEET ABOVE FLOOR LEVEL UNLESS CONCEALED FROM PHYSICAL DAMAGE. DETECTORS SHALL BE SPACED NOT MORE THAN 15 FT. FROM THE FARTHEST WALL AND 30 FT. APART (CENTER TO CENTER). AUTOMATED COMMUNICATIONS RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT SPECIFIED FOR EQUIPMENT OFEQUAL OR LIKE QUALITY. LEGAL DESCRIPTION OF PROPERTY IL ,EGA E--HSCU LU 1 1 Of SHIM! i PLAT HU 79-7- 55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECURRING NU 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLATS BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370) THENCE NORTH 63'35'49' EAST 237.32' TO THE MOST NORTHERLY CORNER OF SAID LOT 1i THENCE. SOUTH 26'24'11' EAST 227.32' TO CORNER BEVTEEN LOTS 1 AND 2j THENCE NORTH 63'35'49' EAST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2, 252.25', THENCE NORTH 26'24'11' VEST 77.651THENCE NORTH 56'15'11' WEST 234.09'1 THENCE NORTH 31'12'43' WEST 82.39' TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58'47'17' VEST ALONG SAID NORTHWESTRLY LINE 102.77', THENCE SOUTH 55'39'53' VEST ALONG SAID LINE 63.16 FEET) THENCE SOUTH 48' 39'58' VEST ALONG SAID LINE 55.63'1 THENCE SOUTH 39.21'15' WEST ALONG SAID LINE 88.24', THENCE SOUTH 30.04'58' VEST 85.21 FEET TO THE MOST WESTERLY CORNER OF SAID LOT 21 THENCE SOUTH 37'36'40' EAST 20.92' TO THE POINT OF BEGINNING. 'J2Aoadde uogeaolsaa ao umop -lnys aoj. ssaappe loexa pue ZOO— 'oN qof sly; anl8 pue LO1717•SL5 :1193 aseeld ' II.N3W12iYd3a 32313 HIIM)(fll LOtt gL5 V1IM)lfll 30 ALIO ------7/575—:A8.--"7370 :3_da luawlaec ap slyl to anlleluasa.ldaa 9 Aq uolloadtul -plan of 13af qns s! aouelda339 le1!3 •s2ulme.p pas!Aaa to Ielllwgnsaa 9 aim )aa Il!m pue a3ueldao3e sm. pion 111m 9 .ep slyl aaue s8ulmeap asayl of suols!Aa. ao suollalap 'suolllppV Vac) ea13 91lm) nl to Allo ayl Aq palda30e pue pamal \aa uaaq anal olaaay paxl}le s8ulmeap a 1 2331131 031-10V11V 3H1 aid 0 03d NI 0310N SV •S1N3WW00 Lf1OHIIM 031d]33V LEGEND FCP COM R ©/ FIRE ALARM CONTROL PANEL COMMUNICATOR MANUEL PULL STATION SMOKE DETECTOR HEAT DETECTOR WATERFLOW SWITCH TAMPER. SWITCH RELAY HORN HVAC EFFECTS, IN ROOMS WHERE FORCED—AIR VENTILATION IS PRESENT,DETECTORS SHOULD NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTOR. DETECTORS SHOULD BE LOCATED IN THE AIR FLOW TOWARD AIR—RETURN OPENINGS. THIS MAY REQUIRE ADDITIONAL DETECTORS, BECAUSE PLACING DETECTORS ONLY NEAR RETURN AIR OPENINGS MAY LEAVE THE BALANCE OF THE AREA WITH INADEQUATE PROTECTION. CHECK WITH ENGINEER IF THIS IS A PROBLEM. NOTE! DETECTOR SPACING AS A FUNCTION OF AIR MOVEMENT. MINUTES/AIR CHANGE 1 2 3 4 5 6 7 8 SQ. FT./ DETECTOR 125 250 375 500 625 750 875 900 �— THIS PROJECT 'Q17f (/7&1 7//470__-/ OWNER J.C. RADOVICH ADDRESS 2000 —124 TH. N.E. BELLEVUE, WA. PHONE DEVELOPER JINN C RANOVISK ADDRESS - 2000 124 AVE. NE, B-103 BELLEVUE, WA. 98055 PHONE 453-9740 _ ELECTRV:AL CONTRACTOR ADDRESS w THE PREMIER GROUP INC. F P.D. BOX 263 C WOODINVILLE, WA. 98072 PHONE ' - (206) 481-2404 PROPERLY II CENTRAL BLVD. WA. F I RT DENT ADDRESS t 6840 SOUTH TUKWILA, PHONE 248-6233 TENENT = N/A TENENT LOCATION (BLDGUFLOOR,SPACE *) APPLICATION #'S FOR PERMITS RELATED TO THIS APPLICATION SHELL MECHANICAL k TENENT IMPROVEMENT FIRE ALARM MONITERING SPRINKLER ELECTRICAL OTHER - OTHER CONTRACTOR THE PREMIER GROUP CONTRACTOR'S REG. * PREMIGI11OLK FIRE DISTRICT * WATER DISTRICT # PROPERTY TAX ACCT. #'S # SYSTEMS 1 * DETECTORS 33 it HORNS_ 41 # MANUAL STA. 10 # RISERS 1 1 D�� mmlli oQi EDI KOmw iQ 5 gu I PROJECT EN OR. sum K. 1lai0Li DRAWN. EY. MAW DOL Pa OHECKED eY. APPROVED MY. MIS 903801 i DWG.TITLE COVER SHEET SYSTEM FIRE ALARM di ss PROJECT FORT DENT II, OFFICE BUILDING CUSTOMER THE PREMIER GROUP GENERAL NOTES: (FIRE ALARM SYSTEM) COUTION - THIS FIRE PROTECTION DESIGN IS BASED ON BUILDING AND A/C CO—DURATION AS OF THE DATE OF THE LATEST REVISIONS TO THIS DRAWINGS. AUTOMATED COMMUNICATIONS CORPORATION MUST BE CONSULTED PRIOR TO CHANGING BUILDING OR A/C CONFIGURATION OR OPERATION. ANY SUCH CHANGES MAY AFFECT THE FIRE PROTECTION SYSTEM PERFORMANCE. IDENTIFYING NUMBERS ADJACENT TO A DEVICE SYMBOL DENOTES ORDER OF WIRING. Ue' DETECTOR NUMBER 1-2 IDENTIFIES THE SECOND DETECTOR IN ZONE #1.) WIRE RUNS ARE SHOWN DIAGRAMATICLY. THE EXACT LOCATIONS OF ALL EQUIPMENT AND WIRE ROUTING SHALL BE DETERMINED IN THE FIELD DURING INSTALLATION. AS -BUILT INFORMATIONS SHALL BE SUBMITTED TO AUTOMATED COMMUNICATIONS CORPORATION FOR REVISIONS TO THE .ORIGINAL DRAWINGS. FAILURE TO DO SO WILL CAUSE AUTOMATED COMMUNICATIONS CORP. TO ASSUME THAT THERE WERE NO REVISIONS MADE TO THE ORIGINAL DRAWINGS, AND THAT ALL ORIGINAL INFOR- MATIONS ARE CORRECT. ALL WIRING SHALL CONFORM WITH NFPA 70 (NATIONAL ELECTRICAL CODE) MINIMUM WIRE SIZE SHALL BE AVG. EXCEPT WHEN NOTED OTHERWISE. ALL WIRES TO INITIATING DEVICES (DET'N. CKTSJ AND INDICATING DEVICES (AUDIBLE CKTSJ SHALL BE ELECTRICALLY SUPERVISED. PARALLEL BRANCHING OF WIRES ARE NOT PERMISSABLE. NO OTHER CIRCUITS OTHER THAN THOSE SHOWN ON THE DRAWINGS ARE PERMITTED IN THE SAME CONDUIT OR CABLE RACEWAYS LEADING TO THE FIRE PROTECTION DEVICES. WIRE ROUTING SHALL NOT BE CHANGED WITHOUT PRIOR WRITTEN APPROVAL FROM AUTOMATED COMMUNICATION'S PROJECT ENGINEER. PRODUCTS OF COMBUSTION DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM FROM SUPPLY AIR DUCTS. DETECTORS MOUNTED UNDER FALSE FLOORS SHALL BE IN VERTICAL POSITION, CENTERED BETWEEN FALSE FLOOR AND REAL FLOOR MOUNTED ON STATIONARY STRUCTURE. DO NOT MOUNT DETECTORS UNDER FALSE FLOOR PANELS OR ON REAL FLOOR SURFACE. USE APPROVED SHIELDED CABLES FOR HIGH VOLTAGE WIRING WHEN INTERMIXING WITH LOW VOLTAGE FIRE ALARM CIRCUITS IN THE SAME CONDUIT RACEWAYS OR ADJACENT TO FIRE ALARM CABLE RACEWAYS. RELAY CONTACTS ARE SHOWN IN NORMAL POSITION WITH POWER APPLIED TO THE CONTROL PANEL AND SYSTEM IN NORMAL SUPERVISORY CONDITION. UL LISTED FIRE ALARM CABLES, WHEN INSTALLED WITHOUT USE OF EMT RACEWAYS SHALL BE MOUNTED NOT LESS THAN SEVEN (7) FEET ABOVE FLOOR LEVEL UNLESS CONCEALED FROM PHYSICAL DAMAGE. DETECTORS SHALL BE SPACED NOT MORE THAN 15 FT. FROM THE FARTHEST WALL, AND 30 FT. APART (CENTER TO CENTER). AUTOMATED COMMUNICATIONS RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT SPECIFIED FOR EQUIPMENT OFEQUAL OR LIKE QUALITY. BATTERY CACULATIOVS STANDBY AMPERE -HOURS LOAD DEVICE STANDBY CURRENT DRAIN AMPS ANEL s . 163 . 003 ALARM INDICATING LOOP 1 DEVICES 0 RELAYS .015 OTHER LOADS (UST) STANDBY HOURS STANDBY AMP -HOURS TOTAL DRAIN (STANDBY) . 181 x 24.0 4.35 ALARM AMPERE -HOURS LOAD DEVICE ALARM CURRENT DRAIN AMPS FIRE ALARM PANEL . 210 ME LOOPS .246 ALARM INDICATING LOOP 1. DEVICES .750 RELAYS .015 OTHER LOADS (LIST) + ALARM HOURS ALARM AMP -HOURS TOTAL DRAIN (ALARM) _ 3.11 x 0.084 • .262 BATTERY REQUIREMENTS STANDBY AMP -HOURS AMPERE -HOUR RATING ALARM AMP -HOURS 7 AH TOTAL AMP -HOURS 4.35 + .262 = 4.612 BATTERY SELECTED AMPERE -HOUR RATING NP7-12 7 AH A OEE{Z SHEET 2ona Z PI A /B\ /;\ ow REV. NO DATE DESCRIPTION REVISED BY CHECKED BY DATE ENGINEERING REVISIONS ¢ [IFIo x 0 cc0 d iLf I i : I 1 0IA 8 4 r ' 0 ...11g 1 iOE( ij g IL1 O _ ,/, i i 0 z w � 0 W C a i iID m 3 E 0 CHECKED BY. ; m 0 C d < ■ ra N 00 (1:01 O rn PROJECT FORT DENT II, OFFICE BLDG. DWG.TITLE BILL OF MATERIAL & BATTERY CACULATIONS SYSTEM FRE ALARM ci z z d 5 W Ce 0 ZF IX W W ZWO 0 Z W r 0 } m Y 0 >. M w f CUSTOMER THE PREMIER GROUP Z d i S 0 rid F 0 0 z hi ‘ 1 1 10 A77-716-02 END OF LINE RELAY - AUT I -COM FA 21 9 MP -SF HORN MIUNTING PLATE - SEMI -FLUSH AUT I -COM F 1 21 8 MA12/24 HORN AUTO -COM <> 6 7 2424 SMOKE DETECTOR AUT I -COM r 4„s• 3 6 621 HEAT DETECT I R - 135 DEG. FIXED AUT 1-C I M 11 5 4050-001 MANUAL PULL STATION r AUT I -COM 2 4 mooK R RELAY (FIR ELEVAT I R RECALL) AUTO—COM 3 3 NP7-12 BATTERY -12V„ 7AH PCP AUTO -C I M 1 2 5107 C I MMUNICAT I R AUTO -COM CM 1 1 MDK2 FIRE ALARM CONTROL PANEL AUTO -CIM FCP El: SYMBOL QTY. ITEM MODEL NO. DESCRIPTION SUPPLIER BILL OF MATERIAL A OEE{Z SHEET 2ona Z PI A /B\ /;\ ow REV. NO DATE DESCRIPTION REVISED BY CHECKED BY DATE ENGINEERING REVISIONS OEE{Z SHEET 2ona Z PI ow ¢ [IFIo x 0 cc0 d iLf I i : I 1 0IA 8 4 r ' 0 ...11g 1 iOE( ij g IL1 O _ ,/, i i 0 z w � 0 W C a i iID m 3 E 0 CHECKED BY. ; m 0 C d < ■ ra N 00 (1:01 O rn PROJECT FORT DENT II, OFFICE BLDG. DWG.TITLE BILL OF MATERIAL & BATTERY CACULATIONS SYSTEM FRE ALARM ci z z d 5 W Ce 0 ZF IX W W ZWO 0 Z W r 0 } m Y 0 >. M w f CUSTOMER THE PREMIER GROUP Z d i S 0 rid F 0 0 z hi E.O.L. 1-B 2-A 0 10 15 1-B 2-A 20 25 30 35 40 1-B 2-A 50 60 1314 1-B 2 -A,1 -C,1 -D WATERFLOW SW, ZONE 1 VERIFY LOCATION _ 110VAC INPUT 2-B 80 1-B 2-A 1-B 2-A 1-D TO TELEPHONE R❑M 2-B,i-A,1-D 5-C ,3 ,c 2-B,1=A 2 -C,1 -D 100 FEET MAIN FLOOR RECALL t- ALT. FLOOR RECALL A 2-B 2-B I: 2-B 1-D FIRST FLOOR PLAN ZONE 2 2-B 1-A HORN CKT, 1 E.O,L, t p oz 0 11 ° F! o 6Q aI 1 a 1 Efff g o 1 PROI OT £N00%. STEVE NICHOLS vuzaimicainn ONEOKED SY. APPROVlD •Y. Lafl 903803 PROJECT FORT DENT II OFFICE BLDG. owG.TrTLE FIRST FLOOR PLAN SYSTEM FIRE ALARM I COMM NO. 481-2404 CUSTOMER THE PREMIER GROUP t 2-A _ A = TWO B = TWO C = TWO D = TWO CONDUCTOR 16 GAGE HORNS CDNDUCTDR 16 GAGE ZONE CDNDUCTDR 16 GAGE MISC. CONDUCTOR 16 GAGE SMOKE PWR, 0 10 15 20 25 30 35 40 50 60 2-A 1-B 1-B • 1 • , 1 1 -C,2 -D SECOND FLOOR PLAN ZONE 3 80 2 -B,1 -A 2 -C,1 -D 1 -B,1 -A 1 -D,1 -C 100 FEET 2-A 2-B 2-A 2-B f: 1" AI 2-A DMZ Pi i '4- u 1 n i 6 0 z cn 0) 0 a I Nt- r0 Ogpm11 MI a Ofin Li IC ; i il Et rell 0) CNI YI gl D a 9 5 -2-g Ea. i 1111 WI s elmaMD 903804 OCT FORT DENT II OFFICE BLDG. I DWG.T1TLE SECOND FLOOR PLAN SYSTEM FIRE ALARM 11 481-2404 a )• i k ). i CUSMMER THE PREMIER GROUP z 0 FA 5 w ce ez zo —F eel ws hi. zr, z w a 0 z a • E.O.L. • , - A = TWO CONDUCTOR 16 GAGE FOR HORNS B = TWO CONDUCTOR 16 GAGE FOR ZONE C = TWO CONDUCTOR 16 GAGE FOR MISC. D = TWO CONDUCTOR 16 GAGE FOR SMOKE PWR. 0 HORN _ I - _ 10 15 20 25 30 35 CKT.2 1—A 1—A 2—B THIRD FLOOR PLAN ZONE 4 40 50 1—A 2—B 60 - r— --,— —, : • 1—A 2—B 2—BILI 80 1—D11—C. °DK 1—A,2—B 1—D,1—C 1C1 2—A 1—B 100 FEET 2—A 1—B 2—A 0 m z I EE ES i Mr: I i Er( i T 1 U i a I PROJECT WHOM STEVE NICHOLS DRAWN. SY. ED DIEHL CHECKED MY. APPROVED MY. A 903805 PROJECT FORT DENT II OFFICE BLDG. SYSTEM FIRE ALARM CUSTOM NO. 481-2404 z < __I 0_ ce 0 0 __I IA_ 0 ct I I -- g CUSTOMER THE PREMIER GROUP H1-10 Q EOL H2-14 H2-13 EOL 1A H2-7 H2-6 Q � Q 2A H2-12 4-3 72B 4-3 \ 4-2OE135 \-2B ®135 `2B H2-11 H2-10 H2-9 H2-8 1A 1A 1A 1A 1A H2-5 H2-4 H2-3 H2-2 H1-9 H1-8 H1-7 H1-6 2A 3-4 0 EOL \DF 1A lA 1A \-1A lA ►Q EOLR H1-5 F 2-7 /1B11D 2-6 3-3 0 F 1B,1C,2D 4-1 z -s 1B350 H1-4 H1-3 H1-2 1A \-1B 2-8 Ci 1 -› F H2-1 � Q 1C,1D 1A 1B 4-5 11 EDL 3-2 \-1B,1C,1D 1A,1B,1C,1D 1 \-1B,1C,2D H1-1 ►p ►p \-1A lA lA \-1$1C \--2A 3-1 1B,1C,2D 2-1 ,--1B,2C,1D 2-4 2-3 2-2 D � C-� : fl 18,1 iB,iC iB,iC RISER DIAGRA EDL v -\--1B 1B 1A,2B,5C,1D \-1A,2B,5C,1D FCP 1A,2B,3C,1D COM R1 R2 R R 2C 1C ROOF THIRD FLOOR SECOND FLOOR ► TO DEDICATED TEL. LINE_ }T❑ 120V, AC DEDICATED BREAKER FIRST FLOOR CABLE TABLE A 2 CONDUCTOR 16 GAGE HORNS B 2 CONDUCTOR 16 GAGE ZONE C 2 CONDUCTOR 16 GAGE MISC. D 2 CONDUCTOR 16 GAGE SMOKE DETECTOR POWER 0 z . t- s.a 0 rwpg g i� a crg ' 1 gU i s 1% PROJECT 'ENQR. SLY DRAWN. BY. ED DIEHL OHECKED • BY. APPROVED BY. D 903806 PROJECT FORT DENT II , OFFICE BUILDING SYSTEM FIRE ALARM CUSTOMER NO. 481-2404 Q 0Q 0 ixLU (I)F 0 CUSTOMER THE PREMIER GROUP 6840 FORT DENT WAY ASSOCIATED PERMITS 91-F-311 CDD d'p 16. F A n 1 ,1} n (J) COPY TO ANNIDtettriC D M M ENTS. n w'. RIr1-rrry IM r"- . _'3 CL-T?'ER.._. If •ncl sures F 1 X+ • To Existing Circuits s D . r Th?,. r •ri• ,-,,, 'Ti.cel hereto have lepn by the Citi of . :, A.1:1iti.ons, del tions t)+ ,, 'r.vingsaftarthis an will Lair' ;e U -U.•, ILL! of revised drawings. is subject to ficic• - ins ay a re,jresentative of .his • dei -ent DATE:/, -2—V—`2 BY: 61-'1 '- — CITY OF TUKWILA 5 75 -4407 / TUKWI - rIK 'EPARTMENT Please call: 575.4407 erd give this job Ng end t-X,:le.t address o 4uwn ur restorationa pdrov ab • s F 3Y OTHERS DOO HOLDEN 73598U PHOTO DETECTO EXISTING V AN UAL PULL EHS-EL1-W HORN STROBE CON \E CT 4"OCT. S.G. 4"SQ. A = 4#16 INITIATING CIRCUIT B = 4#16 INDICATING CIRCUIT D = 2#14 DOOR HOLDER NOTE: FLOOR PLAN DOES NOT REFLECT THE COMPLETE FIRE PROTECTION SYSTEM. ONLY CHANGES DUE TO TENANT IMPROVMENT AND LOCATIONS OF EXISTING HORNS, PULL STATIONS & DETECTORS ARE SHOWN. °— A A B F 4 A+B 6840 FT DENT WY #200 91-F-311 C.) 0 0 0 c 0 0 0 Z 1) 0 U U) 0 0 a) -o 0) Site Phone: 0 0 C 0 0 0) 5, 0 0 -o a) 0 0 s 0 0 0 0 c C W z -J 0 w > 1- CC -J CCw w c Q z w 1- cc 0 w cvco co 1 ice d o CO CC0 0 Cl—J N date 9-26-91 1OF2•