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HomeMy WebLinkAboutPP - 6840 FORT DENT WAY - FORT DENT TWO OFFICE BUILDING - PERMITS AND PLANS6840 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-F-311 06-F-172 08-S-378 91-0287 06-F-143 06-S-140 91-0243 06-F-127 06-S-108 90-328 05-F-224 06-S-097 90-002 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: Silo._ Solu-h ins Tenat 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: CS0t,ton 'F11ff ?if Dt-e_ck\ on , In C Mailing Address: t . BOX \Z\\3 m 1l1 Cr-eaci 4:1510 City E-mail Address: JeSSlCn ecfp •,n.cp• rOT Fax Number: Day Telephone: 26.' liet Mtoq State Zip Valuation of Project (contractor's bid price): $ SCO. a0 Scope of Work (please provide detailed information): POO () heads and rete czo) hP a 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: /'Ora Aga) JCSsi(a R I o7sey-j Print Name: Plan Permit App.doc Date: (0122/12 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(- ( W aLJ Suite Number: 3 t C fit' Floor: eJ\\a So\v's\0115 Tenant Name: New Tenant? ❑ - Yes 13; No Property Owner's Name: &, C_1n pt,de-k tun 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 (O 6 G Company Name: Crow (\ F;Ce 00, l r __ Mailing Address: pp eat* 1'2_\\3 m \\ c,c-G(,1e_ `go Z 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 dO Scope of Work (please provide detailed information): 12.4_,\ GC 0. ice. 3 V -t Ul S (il (\ tJ c \r -e LJ3 \L-1 0-) 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,.l1Sd 1/2/13 Day Telephone: Date: c // 0 /-(3 �zr yg176f6ct 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 le -ort /7 itia Suite Number: Floor: 31V Tenant Name: S / (C Se, & 4-10./1 5 ( New Tenant? ❑ - Yes ❑ - No Property Owner's Name: ��if/( C P4—CV 7 C ( ate r (if" �Gt f CQ . Mailing Address: 2-9.3r 224 ' f r . Tc-ef `; / , e 6u -9-0Q,6 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: (� ( i/tf %�i✓t �J Day Telephone: ja Company Name: w/fl--er/1 5i' 'e j /c".%1 2 fr O 7 -eG10/1 Mailing Address: / 7' b rC / v E 9r7q,5-11"� */G' f—C�/fitD�� 44/d d `TJdf 2 / City State Zip E-mail Address:cl// -- i eternx ;,►1 Afj 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'C( i 4 ��� G X';J7�i�� (%dGt/-Ci ,f /y -From 4416-e/ 5 6Q/" -M .Pw 9(r (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: f — ENT: Print Name: ( Gin 71 Plan Permit App.doc Date: - l y" /3 Day Telephone: ��� 617/- 6/d6 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 re Ave ,S'Eoif-/ 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%.r&) �"-/� //'e5OP/ilk/eft/0e . COr77 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 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** U King Co. Assessor's Tax No.: 3 ' ) 1� ) h - �� 3 )` LSite Address: U (( be' t/3'.1 Suite Number3 )' Floor: Tenant Name: S t \� 1.--1-\\ .s ((D s New Tenant? ❑ - Yes ( - No Property Owner's Name: S , \ c. S. -.l -JAN e' -N C1(1-) 1!� Mailing Address: 1-23 LI ( -f Oe,--- \ Li -‘ c_ 3) T J - c L� _4- q Z \ I c - City State Zip CONTACT PERSON -if there are questions about the submittal. Name:t n,- Le. csk Company Name: Day Telephone: Ja L. -` 7 \--O 311 Mailing Address: `J\ I , 1�. LJ co C State Zip E-mail Address: Q -Lc c CSC t�!!'o,p.-i . Fax Number: c 3' s- - t ? r' Contractor's City of Tukwila Business License number: U S - )n) `I 9 `� Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): L c < r- 4C • _ �. �. #A It -r • v‘ _ :L.! Su' 4“.o p p` ctrl 6-Xiaria/ea( 7 evu.YLt 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: crJ u L 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 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** ` 14‘..1;\ King Co. Assessor's Tax No.: Site Address: (p ?)1k\ -1O r k \ �aS \N`illy,. �v (� Suite Number:n -2 ° Floor: at*. Tenant Name: Lr 6 e 1 (, el)." `Ucmc , i to ( New Tenant? - Yes ❑ - No Property Owner's Name:1 C R 2ve_v0ew1Gh-- Mailing Address: �� �Z Ave-1�, , 'Y Lam' Ick q e,.�a City State Zip W, cM i0 CONTACT PERSON -if there are questions about the submittal. Name: LW0,1k l44 C Day Telephone: 70C –57/ – ?Gl� Company Name: �'i6\- te:eASe �,r� Q> c,tpi/\ / Mailing Address: k°2-\ Z z (544- `� S� 5 -no Ulo m� W tzL i Q E-mail Address: 1 fS'T k)€.. CN c /L( \)(t'^^�� t- C°� Fax Number: ? C O - 71 I+tat Cj 4 )i 7560_ ff, (' Contractor's City of Tukwila NICET III number: (�"1 `" Business License number: Total number of new/relocated devices or sprinkler heads: 1 JOCG4 r) Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): oNc-kAsi Ab 6.v;CL atsfcp,s,_ c 00h4-, (`e lb (c.4 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: 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 UJP Tenant Name: F\V" New Tenant? ❑ - Yes ❑ - No Property Owner's Name: a()kr C\_l 1 �1 �<<— Mailing Address: ��3 c O �-I l� (�-� - (\c r .z)C`n0( L/'9 'D4 0 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: Mailing Address: tv1 t_ /15-'1" -,..W__ , SYNDG-sliv, J,SL l.iA l $ 2Q ) E-mail Address: -0 C---% 7 Cle:Qi\_ Fax Number: Y S! ? Q State Zin // 1 Contractor's City of Tukwila // l NICET III number: ` 06en 1 - C— Business License number: Total number of new/relocated devices or sprinkler heads: (N`Y%CI,.Sr. t,e._ n Lic Lai Q', C.r Valuation of Project (contractor's bid price): $ 3 00 Scope of Work (please provide detailed information): t.0' 3 Q O c -f\ 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 ORTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS J UTH Z D AGENT: AN 23 2019 Signature: / � TUKWILA FIRE tit` /�- Date: ( 2:1— 14) Print Name: /1^��Day Telephone: (fib' S.5.' Plan Permit App.doc 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 4,313,44 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: APR ? t- 2019 Signature: TUKWILA FSR Date: 04/15/2019 Print Name: Matt Carlman TUKWILA Day elephone: 253-951-6005 Plan Permit App.doc 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 46174 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 44,te,"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 (Z Pe'D (') V 1 c 1- Q E v C c New Tenant? ❑ - Yes [g_ No Mailing Address. ? g 4 , At -s 6. 56 6 ZCtr IC IS LMJO , Las. ct 8 44 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 44405M44 a NZ 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 'DE�(!T WIQY Suite Number: IN O Floor: Tenant Name: RE.G 10/4,4 L I4 C. C.. NC L 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 1L. VE Lcw Do Day Telephone: 2 +3.4, 1 Z • 122-2 Company Name: bRC.NC-Oi.JST(1.tJCTiohl Mailing Address: 1855 J. 201.4 MC- K -GN f L.1,4 98032_ City State Zip E-mail Address: ?DELI DO 1tcHER. Cordtp-t-aCTro✓. C n,,,, Fax Number: 253 • $12 •121 Valuation of Project (contractor's bid price): $ 3100 . Scope of Work (please provide detailed information): 14 DJ car Q ISO D Or J1, A.MI—c - 'FWD del r 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 PEL6AP Plan Permit App.doc Date: 7. (9' Lott Day Telephone: ZS 3 •d 7 2 • ?1-2 Z 5/14/10 TFD FP Form 8 SITE LOCATION 12T 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. 1 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 AUTHORIZED AGENT: Signature: Print Name: MATT CARLMAN PAID MO 30 nig TUKWILAF Date: 7/24/19 tfa velephone: 253-833-1248 Plan Permit 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: E2,1q 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 40W% 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.: 68(in Site Address: Orl-- Suite Number: Floor: P( < _,Dutl-pcj Property Owner's Name: _ 1111,`-c Mailing Address: Z �v�_ / _'— City Tenant Name: New Tena 'es ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: L- /�fZ- c Company Name: t )CCS i ')'lt\». 0,(State Zip Day Telephone: 7c y Mailing Address: �uZ 2 L�r� �� 'S:13(VS, State Zip -� l ( ax Number: (a I Contractor's City of Tukwila Business License number: E-mail Address: -C 1 City NICET III number:- --z36.91,( ' 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 _ = ;,,�� FIRE V , reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. FIRE pREVEKVI°N DEP 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 �:� A / �IRIZED GENT: Signature: Print Name: i� �'✓�-� PAID 2019 TUKWILA FIRE Plan Permit App.doc Date: CJ `-)3 Day Telephone: Led; Si/2 !�^� 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** 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) 4' • 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: CA,Nity i rS ch . p a -F 1 Type of Inspection: `-tea. lklokci lEIr.e,4.o 1 ILA Address:/Contact Suite #: p nyo - Fire Alarm: ..Po Person: z z Special Instructions: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. 6111-).ry "A f /"%v,1-1 Needs Shift Inspection: 0 Sprinklers: Y14 Date: Vi•tsb 97 Fire Alarm: ..Po /, v Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: ,Lj Inspector: 1v 40,0 Date: Vi•tsb 97 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:Type // ,,/t7/ rOrS, V , AC242( of Inspection: 1/.— Address: Suite #: MYC' g(i—D0.1441.,# Contact Person: Special Instructions: Permits: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. K- - o v 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� Ai2'a 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 -119-32_31 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 "—F—t3cf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection_ It- 6- .�-- f Address:/pg. Suite #: Aq\+---k-j--- ��� Contact Person: Special Instructions: Phone No.: I/\ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r /'` X/S '7 ( m-eit Sprinklers: )6112 Fire Alarm: Ad -A4-, c.& 4/ice-of a lam( t eitr, Zot•1 - 1 EAST 4 VvT Monitor: y� neOldAc Pre -Fire: Permits: 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: _ jiAA Address:!- Suite #: (00 (10 Fori— Permits: Contact erson: v Special Instructions: may( Phone No.: Approved per applicable codes. COMMENTS: Ate- /Aiwa bis Corrections required prior to approval. tv* 7em_s AVo,ioryQ_ ar Ow 5re AVArum ,As7c OIL 7'a 1/12/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: $44 53 Date: gl2.1/ e:, 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 0 0 w E0/ Conta Person: A v Special Instructions:Ao'0' — /� 3 " Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /4u/3 /iq Sprinklers: Fire Alarm: Hood & Duct: — , /1/e7z/f'c : 41de4° /0 dor/x-0 ci 4hie,--5-7/9- , 4--) 0 /7/1-) : -7 1'7- A v T /ow- — /� 3 " --- -,.-•i..-kie,,- Cever -. Aotreled 7 A e ~ k /.., Arc O/L- 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: Pi/7 Phone No.: 5Gproved per applicable codes. COMMENTS: Corrections required prior to approval. riFixrc 171frrs /9* -124 4/74444/ PAc>s W/xe-e--1- PPccc Needs Shift Inspection: AiO Sprinklers: Y104 Fire Alarm: V.,.4 Hood & Duct: Monitor: i Pre -Fire: Permits: Occupancy Type: Inspector: ^ Date: (344/1 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 a Z."-YU Type of Inspection: Address:/ % � Suite #: �O -Or� ,� Person: Special Instructions: SPnwr Ce1V&` Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: tx %- 4c1S Fire Alarm: Hood & Duct: Monitor: Pre -Fire: SPnwr Ce1V&` eft, l D✓ -e /r ,---4,-..42 47 1,(4'7 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: clAkice3 Permit number: g 67511 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa.aov Business Name: LI C Type of Inspection: res � `A Location Address: b ,� Date : \ 2\\I `s Contact Perspn : CO �.Jv�..� l�►� l�G„r-roc Phone No. : to 20 6 zi G QM KL ACTION REQUIRED : °s011"" L44 -cti.,�ur eLfoid (4'.1 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: / i/va Ce64 hr Sprinklers: y.e Fire Alarm: Type of Inspection: Address: Suite #: b 0 yv ,(f �� / VU Contact Person: Special Instructions: dit%Phone No.: Approved per applicable codes. riCorrections required prior to approval. 4- COMMENTS: 4i�rs ffi e°1'1 i (A-e25PE- /t/i /°,d T/ ee f i�yj A.ory' h e.✓t 444 14/43-- 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.: ', 0 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 (�- Permits: Occupancy Type: Contact Person: Special Instructions: "pp Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: tent--(cf(1A--- '°--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 1)1 crz-Vp PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:` till caw. ( Sprinklers: Type of Inspection: , Address: 14�� Suite #: 1A'lcod- Monitor: Contact Person: Special Instructions: Occupancy Type: v61) Phone No.: Approved per applicable codes. Y6required prior to approval. COMMENTS:-� /` s I Ns p.eht: W C.4,4%;‘) — NC:57 Arpy-csvo,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`4,44Q 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 Do- 011 /g -S-/97 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/... j �y�� 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" /47o1ro — �.rQs 20 0 Q_ ZA‘dak 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 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: 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 v 1 TUKWILA FIRE MARSHAL'S OFFICE 4 ist-g. Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov 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 ' 12° /? Property Address City TUKWILA Permit # Name of Facility ftrPrily Z Occupied as Apt Owner or Representative Suite # Zip Code Phone # Installing Company Fire S iieft. (4y Installing Contractor's Address 6 row( itC City .: •, - 'hone# Z SI — 8133 —t Installer's Name (PRINT) ( 1 , M License and/or Certificate ``� P Z / General Contractor OP/ Electrical Contractor FACP Equipment Manufacturer This system has been pre -tested and operates i Model # Y installed, 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) A, Tukwila City Ordinance Numbers 2050, 2051 UL Central S : ti. n Monitor Z '3(40Z System is monitored by'Fr au Pooh SIGNED ■. I I , • k TWA Date 6- Z \ - Z.911 System Firmwa : et)0 Installed version Initial program Installation Checksum Date Revisions and Reasons Date 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 LO of to of /0 of of Readings Battery Generator _ of HVAC Controls f Fire Alarm Dialer � tsa br Ct _ %z S Annunciator of Make/Model S9 cif 1,W) &L)[ PC z R -L., Make/Model , �+ r "�• Make/Model 5,,5 .�i Make/Model Make/Model Full Load 44s hi& Tetteoli 0 Sprinkler System. (Fire Alarm'cicrielgolksilt Q kVA al "4 • Water Flow Sw. of Valve Tamper Sw. PIV Elec. Alarm Bell of of of Make/Model Make/Model Automatic time Delay of Water Flow Alarm Itckti ae.shvl rid 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 _ No Test Witnessed by Title Comments: ,3 t 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 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 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 Zyit, , (/ - 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 Col q A_/ 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 7L1..L..) t - Visual Devices Z of 2 Make/Model 5/S - Sc_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 -44411 ANDERSON-MAGRUDER COMPANY, INC. tnc (.iinJ,.�.)Idlhhu 1OW, Contractor kense a ANDERM'2930H 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 bated on the "iacr:_.jo:t room" method for determining the remote area ., 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. Lonrt 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 "" , ~ ,~�. * CONTRACT NO. ,• * ************************************w**°*************~****°***********^ , . ANDERSON MAGRUDER ******************************************************************************4 SEATTLE, WA 98103-0756 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 1(X)NFPA 13 ( )LT.HAZ. !( )NFPA 231 ( )NFPA 231C !( )OTHER !( )SPECIFIC RULING !AREA OF SPRINKLER OPERATION 1033 !DENSITY- GPM .13 'AREA PER SPRINKLER 130 !HOSE ALLOWANCE GPM -INSIDE 75 !HOSE ALLOWANCE GPM -OUTSIDE 0 !RACK SPRINKLER ALLOWANCE o CALCULATION SUMMARY 23 D E = • DATE 10-29792 SYSTEM NO. CONTRACT NO. 92-129-S DRAWING NO. FP -01 CEILING HEIGHT 9.0 ORD.HAZ.GP.(X)1( )2( )3( )EX.HAl. FIGURE CURVE MADE BY DATE SYSTEM TYPE (X)WET( )DRY( )DELUGE( )PREACTION SPRINKLER OR NOZZLE MAKE ASCOA SIZE 1/e TEMPERATURE RATING --------- MODEL H K -FACTOR 155 GPM REQUIRED 263.27 PSI REQUIRED 55.23 AT BASE OF RISER C FACTOR USED: OVERHEAD 120 UNDERGROUND 0 !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 RATED CAP AT PSI ELEV 0 0 0 C M 'COMMODITY 'STORAGE HT. 'STORAGE METHOD:SOLID PILED CLASS AREA % PALLETIZED % 5.6 ! TANK OR RESERVOIR ! CAP. 0 ! ELEV. 0 WELL ! PROOF FLOW GPM `) LOCATION AISLE WIDTH RACK N ' ! ( )SINGLE ROW S ! A ! ( )MULTIPLE ROW T, C! o , 8 ! FLUE SPACING: R ! ' LONGITUDINAL TRANSVERSE A ! ! G ' ' HORIZONTAL BARRIERS PROVIDED: ( )C8WVEN. PALLET ( )SLAVE PALLET ===== ( >AUTO. STORAGE ( )SOLID SHELVING < )OPEN SHELVING ------------------ _____---__ ( )ENCAP. ----_-_-_-_-_-___ CLEARANCE:STORAGE TO CEILING UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) -- ***************************************************************************.c** ******it*********************** ANDERSON MAGRUDER ***************************'* JQB- CAP GEMINI * *****************************WATER SUppJOBSNOE92-129-S*DATE .10-29-92 PAGE 1 ______________- �. ~.. ,.,,.^`'_~*****�*******************, / ! STATIC PRES. *<-- 125.000 PSI ' ) � . . . U , p 4 , P . L Y '' . . . 0 . U . R ! , y . 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 AT! / R ! 338.27 GPM ! / U �C ^ RESIDUAL PRES.-}* 80.230 PSI AT / D ^ ^ / N 852.70 GPM ! /A � M . / E 1351.78 LOM * A7 20~ 000 PSI /D FLOW (GPM) 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 X1/001{' HYDRAULIC CALCULATIONS NOZZLE TYPE & LOCATION SHEET NO SOI` _ DATE/4'-1,7 7 4. FLOW IN G.P.M. 0 PIPE SIZE FITTING a DEVICES '• 9 0 0 0/4 q a Q PIPE EQUIV. LENGTH kTG 9 0 zE-, r TOT /S• LGTH. FRICTION LOSS P.S.I./FT REQUIRED P. S.I. FTG. VGT. TH FTG. 7, 0 r 1TQT. /. v TG GH. tTi�T. 4,,0 TG. . 0 5.4. 9 OT. 15" T 9.10 PF HYD. REF P1 O• ELEV. PE <. 4-3> PT/o / /0/ PF PE T 9• /v Pr /,04. ohs P 22 PT 9..77. 7 PF 1rer. ate, / FPF /•Z3 /0 0 9.v NOTES •i.Fo:i��,:, Ib 1 9,5- 0 ,s 0 0 0 0/49 0 0 0 0 0 3,fT/ /o/, /oZ, /04, //6- 1.1 /S101 f , e. A = X• %/ @ A/C (;,6 s /07, /10 , //3 ivy k=S.as NODE /03 /CS 3 0 0 0 0 PF PE L H. P T FTG. PF to 17---1 P E LGTH. PT CFTC. PF . TO T. Pr L T H. IF TG. IrOT. rP E-�-- -4 P **:***************+^************ ANDERSON MAGRUDER **************************x -R* JOB- CAP GEMINI � ********��**************************CAp JOB����PiINO 92-�29-S DATE 1()-29��2 PAGE � NI********************************»*^ HYDRLC. _ QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FIGS. PE PV *�*** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PE PN =="=""==:"==========="=="===============================================______======= _21.16 C=120 177.50 35.75 QA= -21 16PT= 35.75 51 1.442 2T 6.0 12.00 0.00 VELOClTY^= 4.16 ^ -21.16-0.0306 189.50 -5.81 ^ -21.16 -21.19 C=120 177.50 53 1.442 2T 6.o 12.00 -21.19-0.0307 189.50 -21.19 54 JJ -21.27 C=120 1.442 -21.27-0.0308 21 6.0 -21.27 56 57 -38.93 C=120 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-{}.1203 1T 6.0 2E 3^" ^��'�" �` `` "� � `~^ � � K.= o' ��u P= �', °~, ^_ - . - -'--' ~.~.~ �/ �.o z�-un o oo '-`".-_" . - VELOCITY = z.a+ 29.94 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 QA= -21.27PT= 35.78 VELOCITY = 4.18 CS 35.82 QA= -38.93�T= 35.82 0.()0 VELOCITY = 7.64 -4.97 132.00 30.85 12.00 O.00 144.00 -0.98 IT 6.0 47.43 C=120 4E 3.0 113 1.442 1T 6.0 3.13 0.0008 3.13 60 -76.60 C=120 61 1.442 -76.60-0.3313 = =-====== 29.87 CS 46.50 35.97 6.00 0.00 52.50 -6.32 143.5{ 29.65 18.00 0.o0 161.5O 0.14 2E3.0 1T6.0 45.00 12.0V QA= -44.30PT= 35.97 VELOCITY = 3.7 K= 8.710 P= 29'65 VELOCITY = .61 29.80 CS 2 36.14 0.00 57.00 -18.39 '---------------------- OA= -16.60PT- *• *********************..*•xai•• •#k ANDERSON MAGRUDER ****************************:k* JOB- CAP GEMINI JOEL NO 92-129-S DATE 10-29-92 PAGE 3 ►E••x• • •• •******at•***•x.....****•x *•►F***•rt.k..R..k..k..k.*CAP UEh11 NI * R..k.* .k..k.**•k•.k. k•***it k•**• •#***•k •**. *•N: x is _ HYDRLC. REF. POINT QA "C" EQUIV. PSPE= FLOW DIA. F I _f.T I NC Ff GS QT LOSS/F LENGTHS ror. -76. 60 103 103 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 6. U -39.81 C=120 2E 3. C► 63 1.442 17 6.0 -39.81-0.0987 101 28.28 C=120 1.442 -11.53-0.0099 6.00 0.00 8.Ov 8. 00 0. 00 8. 00 8. 00 0. 00 8. 00 16.00 VELOCITY = 3.73 Pr PE PF ------------ PT PV ***.k #: NOTES ***** PN 17.25 C;_S 2 17.2 O. i_►(► -1.47 15.•78 0.00 -0. 61 15. 18 0. 00 -0. 13 1 t►: 0.00 0.40 K= 5.050 VELOCITY = 10.92 2 V.= 5. 320 P= 15.73 VELOCITY = 6.77 K= 5.050 P= 15.16 VELOCITY = 2.91 0.00 16. 0C► 77. 50 �,l 6. 00 83. 50 73. 00 12. 00 85.00 16. 00 0. 00 16. 00 102 28.20 C=120 1.442 16.67 0.0197 1T'6.0 16.67 64 52 -21.16 C=120 3.260 -21. 16-0.0005 67. 00 6. 00 7.3. i►(;► 15.45 0. 00 14. 10 K= 6. 710 P= 15.45 VELOCITY = 10.45 29.55 CS 3 36. 66 0. 00 --8. 39 28. .26 0. 00 -0. 16 t0=K'kSOR (P) : 4-'=. 36.66 K= 0.000 V ;. 7.82 K'-" 5. 320 P= 28.26 VELOCITY = 2.6 28. 10 K= 5.320 4='= 28.10 0. 00 VELOCITY = 3.27 1. 44 29.5'4 CS 3 12. 00 O. 00 12. 00 54 =_ -21. 16 0. 00 -0. 01 '33 Q= SUR(P): P:, `3.'►4 K= 0.000 V = .31 CS 3 ******t*********************** ANDERSON MAGRUDER********************-********... JOB- CAP GEMINI JOB NO 92-129-S DATE 10-29-92 PGE 4 ***********************************Lw GENINi****�K�k�i****.it*****Ii*.*****.lEiri ***p .*.,t. HYDRLC. QA "C" EQUIV. PIPE Pr PT REF. FLOW DIA. FITTING E c3 PE PV **kk* NOTES ****,* POINT QT LOSS/F LENGTHS TOT. PE PN -21.20 C=120 9. 50 29. 93 OA= + --21. 202T= 29.93 54 3. 260 0. UO 0. 00 VEL 0-11 Y = i, i;3 -42. 36-0. 0020 9. 50 -21.2 7 C=120 10. 00 2 3. 91 56 3. 260 0. 00 0. 00 -63. 63-0. 0044 10. U0 -0. 04 -9.38 C=120 12.50 29.87 58 3.260 0. 00 0. 00 --73. 01-0. 0057 12. 50 -0. U7 QAC ....21.27PT_ 2`�.:►1 VELOCITY = 2.44 OA=-9.38PT= 29.87 VE_LUC I TY = 2. 81 3. 13 C=120 2E 7. 0 32.. t.►t► 29. 80 3P-..._..._......_."....-.... 60 3. 260 14. 00 0. 00 VELOCITY = 68 -69. 88-0. 0052 46. 00 -O. 24 53. 21 C=120 2E 7. c i a3. 00 2:3. 55 QA= 53. 21PT =- a_'i. 5. 62 :3. 260 14. 00 o- 00 VELOCITY = . u4 -16. 67-0. 0003 3/.00 -0. 01 -16.67 64 54 CS 4 c 21. 16 C=120 12. 00 35. 75 T QA= 21. 16P= 35. 75 51 3. 260 O. GO 0. 00 VELOCITY = . 81 21.16 0.0005 12.00 0.01 21.20 C=120 9.50 53 3. 260 0. 00 42.36 0.0020 9.50 21.27 C=120 10. 00 55 3. 260 0. 00 63.63 0.0044 10.00 35.76 O. 00 0. 02 .SJ. /'i.1. 0. 00 O. 04 38. 93 C=120 13. 50 3 5. 82 57 3. 260 ll, 00 U. 00 102.56 0.0107 13.50 0. 14 59 44.30 C=120 3.260 146.86 0.0207 61 76.60 C=120 3.260 223.46 0.0452 8. oo U. b_Jo 8.0ci 35.':37 0. 00 0. 17 11.:;0 36. 14 0. 00 0. 00 11. 50C s, 52 OA= 21 . `0pT= 35.76 VELOCITY = 1.63 OA= 1. 2 7P ► = 35.78 VELOCITY = 2.44 A= 38.93P 35.82 VELOCITY = 3.94 QA= 44. 30Pi = 35.W VELOCITY = 5.64 QA= 76. 60PT = 3r:,. 1 �► VELOCITY = 8. 59 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= 3u.66 VELOCITY = 10.12 **.*t************************** ANDERSON MAGRUDER **************************^*** JOB- CAP GEMINI JOB NO 92-129-S DATE 10-29-92 PAGE 5 ***********************************CAP GEMINI**********************************, WVDRLC. REF. ' POINT QA FLOW QT °C" DIA. LOSS/F ___ __=-_____-=======-~~_-__-- EQUlV. PIPE FITTING FTGS. LENGTHS TOT. 0.00 C=120 65 4.260 263.27 ().0166 2E10.0 21.00 20.0{ 41.00 0.00 C=120 3E10.0 66 4.260 1T20.0 263.27 0.0166 TOR 0.00 C=120 4.260 263.27 0.0166 BOR 263.27 38.00 50.00 88.00 ------------ PT PT PE PV ***** NOTES ***** PF PN 37.63 QA= 0. 001:,T= 37.63 0.00 VELDClTY = 5.92 o.68 38.32 QA= 0.00PT= 38.32 11.26 VELOCITY = 5.92 1.46 PE= FOR HT. OF 26.0 9.00 51.04 QA= 0.00PT= 51.04 9.00 3.90 VELOCITY = 5.92 ������. • •N -•._ -•���������� * tt*************************** ANDERSON MAGRUDER ******a*********** JOB- CAP GEMINI *******"*»* *********************************FLOW JOB NO 92-129-s DATE 10-29-92 PAGE 6 ________SCHEooATIC******************************** ________====_______________ BUR 263.27 V 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 ^ £^1))>1A3>}1A4}>1W5)>107<<110(<((<(<62 V 55.62 14.81 53.21 ' 146.86 69.88 V44.30 ^ 53)))113(((((<((‹M<<((((<(<M(<(60 V 3.13 102.56 73.01 V38.93 57>}>115)>}})))))>>}}}}>.0>>}}>>}/>58 � 9.39 63.63 63.63 V 21.27 55})))))))>>}>}>)>}}>}>}>}>>}}}}}}}56 V 42.36 42.36 V 21.19 53})))}))})))})))}}1}>}}>}}})>}}}}>54 V 21.16 21.16 V 21.16 51>>>>>)>}}}>>>>)}W>}>}>)}}>}y}}}52 • ANDERSON MAGRUDER *F•►F*****E•***#*E*#*#*F*F*F*F*E*E*r*•►r***i••1:. it*i•***'.M•*•14 *: *•►t•**e•**i•*9i *yE i*•M *•4 ,k.* k.*•k•*i *=•k •R•**:.•►E•*?*i**•*: *:•*:•*: *;•- SEA'1TLE, WA 98103--; i 75B 206-764-4600 HYDRAULIC DESIGN INFORMATION --------------- NAME STANDARD REGISTER LOCATION 6840 SOUTHCENTER BLVD. TUKWILA, WA. BUILDING FORT DENT II CONTRACTOR FOUSHE CALCULATED BY LONN BEAR CONSTRUCTION:( >COMBUSTIBLE (X)NON--COMHUSrIBLE OCCUPANCY S ! (X) NFPA 13 ( )LT. HAZ. Y !( )NFPA 231 ( )NFPA 231C a !( )OTHER T !( )SPECIFIC RULING E ! ______ M !AREA OF SPRINKLER OPERATION 149; 'DENSITY— GPM .13 D !AREA PER SPRINKLER 130 E .HOSE ALLOWANCE GPM—INSIDE /5 S !HOSE ALLOWANCE GPM—OUTSIDE 0 I !RACK SPRINKLER ALLOWANCE 0 G N CALCULATION ! GPM REQUIRED 379 SUMMARY ! C FACTOR USED: W -r R <r�rctO !WATER FLOW TEST 'DATE OF TEST 'TIME OF TEST !STATIC (PSI> 'RESIDUAL (PSI) 'FLOW (GPM) 'ELEVATION 1.0 125 80.23 852.7 SHEET DATE 10-30-92 SYSTEM NO. CONTRACT RACT NU. 92-128—S DRAWING NO. FP -01 CEILING HEIGHT 9.0 Or<D.HAZ.GP. (X)1( ).:1( )3( )EX.HAZ. FIGURE CURVE MADE BY DAVE __.. SYSTEM TYPE (X)WET( ) iiRY ( )DELUGE( ) PREi•aC:'1 10l SPRINKLER OR NOZZLE MAKE ASCOA MODEL H SIZE 1/2 K—FACTOR 5.6 TEMPERATURE RATING 155 PSI R OU I RED 09./4 Af BASE OF RISER OVERHEAD) 120 UNDERGROUND 0 , PUMP D► -ITA RATED CPAP AT PSI ELEV 'LOCATION :BASE OF EXISTING RISER !SOURCE OF INFORMATION :CITY 01-. .TUKw I LA !COMMODITY C 'STORAGE HT. O 'STORAGE METHOD:SOLID PILED % M! _-__- _____.. 1►1 :3 ! -r O ! R ! A ! 6 ! E ! R A C K UNITS — ( )SINGLE ROW ( )DOUBLE ROW ( )MULTIPLE ROW i► i► 0 ! TANK OR RESERVOIR ! CAP. 0 ! ELEV. c_, WELL ! P.0Cil" FLOW GL -'P1 o CLASS LOCATION AREA AISLE_ WIDTH PALLETIZED % RACK is ( ) L(:JNVEN. PALLL'1' ( )SLAVE PALLET FLUE SPACING: LONGITUDINAL TRANSVERSE HORIZONTAL BARRIERS PROVIDED: DIAMETER (INCH) LENGTH ( ) i•4U 1"O, 51 URAGE ( ) LNL:••►1P. ( )SOLID SHELVING ( )NON—ENCAP. ( )OPEN SHELVING CLEi=1I: NCE :STORAGE 'f•0 CEILING (FOOT) FLOW iE••R•k*•iF*iF•IFi!•iF*iFiFiEiFii lF•IE••IE*dFiE•IE1E•*iE•►t••R*iF•IF•lEii **i• IF* iF•►c***F*ie•k ••►r•ir•r. •w•IE•ir•k*•* **: is•*ie••k•ie••!r•r. ii•iFie••tt•*** K r *3: •r. *x• tr: 4. TC3C nnelrr-r+r•r.-ene --- -. ----------------- (GPPM) PRESSURE (PSI> ^ ****************************** ANDERSUN MAGRUULH **********************�****** JOB- STANDARD REGISTER JOB NO 92 -z28 -S DATE 1.J-30-92 PAGE 1 *****************************WATER SUPPLY SCHEMATIC********************it***** STATIC PRES. ! . . U . P , P ! . L , y � . . C . U . R E ~ PRES. AVAILABLE * �-- 111.037 PSI SAFETY MARGIN ^ . 41.297 PSI v SYSTEM DEMAND --y * � * * <-- FLOW AVAILABLE 379.23 GPM / 75 GPM HOSE ^ ' ��= �� �,`~ ' ~.�._~ "�` � / 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 5TA DA R.l; REC-41sT :.K. HYDRAULIC CALCULATIONS LOCATION OEL) ARM --ovek ; T DRO SHEET DATE o -?,0 NOZZLE FLOW PIPE FITTING TYPE & IN SIZE a LOCATION G.P.M. EVICES 2E ,_T 5. Go PIPE EQUIV. LENGTH GTH. 1 .ca (CTC01.c) TOT: 14;..� ILGTH. tFTG. OT GTH. FRICTION LOSS P.S.I./FT . c>mlt FTG. T. G H. T TOT. t G'" ! ft TG. OT. CTH. ?,c) OT. 1 t.c,, GTH. tro a9 ,ids LG TH. FTG. TOT ILGTH. es., c-) FTG• c.7 TOT Lc. ILGT H. REQUIRED P.S.I. PT 9 Pr I., PE <.4.:73:), PT141• 19,=.$ PF HYD. REF. PT 0• ELEV. ca NOTES •(3X I3., PE *PT Pr PS` K S.?."1 PE PT '-I PF 1.2V1 PE PT 104') PF $ 11 PE K.2ih'� PT I3 15 Pr PE PT PF PE Nlour tt�5I GJ [? = S .?41.111t, 1 �J F -I . I !• �J PT `1.Ic,1 PF • -Ir.3v. PE <•43:4 PT 9, W‘! --t IGT PF PE I G i H. Ps.r_.) TG::._._.:Cr 42T T 1 la' -4 _ _ PF I.4:'5TOi. 1'L.C::� .vr15 Pr :,,, r ,LGTH. ,_Pro•o�rt!FIG.' .o PF 3•-1ii ZE,T- TOT. Il.v •343 PE o j,GTH PT [ .13 -1e1 IF Tom_PF .__ TOT• pE ;LG.TH. FTG• t iTOT. L GTH. PF PE IF TG IT 0 f--1 LGTH. ;FTG. 1TOT. ItsGTH. IF TG. rzt •• NOC Q rt tai , Q. lir" ^• , k = `l•en2 PT PF PE PT PF • �P E TOT. PT PF PE 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" FITTING FTGS. PE PV ***** NDTES ***** POINT QT LOSS/I- LENGTHS TOT. PE PN 201 19.44 C=120 1.610 19.44 0.0153 19.62 C=120 2.067 39.06 0.0165 203 19.72 C=120 2.067 58^78 ().0351 1T10.0 16.00 13.51 Q=1".*SQR ( P) : P= l3.51 0.00 0.00 K= 5.290 V = 3.06 16. 00 0. 23 8.00 13.75 K= 5.290 P= 13.75 8.00 0.00 VELUClTY = 3.73 8.00 0.13 13.75 13.89 K= 5.290 P= 13.89 lo. 0.0O VELDClTY = 5.62 23.75 0.83 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 14.72 CS 1 7.81 0.00 1�.A0 8.8o 0.00 0.00 12.00 0.99 12. 00 9.80 0.00 0.80 12.00 Q=K*SQR(P): P= 7.81 E= 5.600 V = 5.81 P= 8.80 6.92 K= 5.600 P= 9.80 VELOCI TY = 10. 68 9.00 12.02 i<= 5.600 P= 12.02 8.00 0.00 VELOCITY = 10.9 17.00 12.00 0.00 12.00 ----- 3.00 6. .,..0„) 9. ou 1C.-.�� 1+.75 CS 2 12.14 Q=Kx-GQR(P)P= 12.14 0.00 K= 5.600 V = 7.24 1.49 13.63 0.00 1.12 -56.37 C=120 131.75 4+.56 51 1.442 1T 6.0 6.00 0.00 K= 5.600 P= 13.63 VELOCITY = 8.62 QA= -56.37PT= 44.56 VELOCITY = 11.07 ****************************** ANDERSOW MAGRUUgk *************"***********«*k** JOB- 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 FTGS. PE PV ***** NOTES **k* POINT OT LOSS/F LENGTHS TOT. PF PN ___ 22.86 C=120 45..75 18.68 K= 5.290 P= 16.68 210 1.442 1T 6.0 6.00 0.00 VELOCITY = 6.58 -33.51-0.0717 51.75 -3.72 -33.51 211 19.89 C=120 1.380 19.89 0.0338 19.89 Cae 1T 6.0 14.96 CS 4 18.25 14.14 Q=K*SUR (P): P= 14.14 6.00 0~00 K= 5.290 V = +.26 24.25 0.82 14.96 - 58.94 C=120 135.50 44.61 QA=-58^94PT= 44. L.1 53 1.442 1T 6.0 6.00 0.00 VELOCITY= 11 57 -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 3+.00 0.O0 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 -0.Q2 K= 5.290 P= 15.73 VELOCITY = 7.45 K= 9.133 P= 15.10 VELOCITY = .49 15.08 K= 5.290 P= 15.o8 0.00 VELOCITY = 3.55 0.16 15.24 CO 6 13.70 0.00 1.54 Q=|(*SQR(P): 15.24 CO 7 44.73 0.00 -28.04 = 13.7 7.25 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 !****************************** ANDERS[IN MAGRUDER ****************************** JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 4 *******************************STAWDARD RBGISTER****«************************** HYDRLC.' QA "C" EQUIV. PIPE PT pT ----‘- REF. FLOW DIA. FITTING FIGS. PE PV 1**v;* NOTES **�*° POINT QT LOSS/F LENGTHS TOT. PE. PN 35.89 C=120 42.00 15.6b K= 9.072 P- 1'5.65 217 1.442 IT 6.0 6.00 0.00 VELOCITY .61 -3.10-(}.0008 48.00 -0.04 -3.10 56 15.61 CS 8 -49.50 C=120 2E 3.0 178.50 45.02 QA= -49.50P1- 45^°- 57 1.442 2T 6.0 18.00 0.00 VELOCITV= 9 72 -4��.50-(}.1477 196.5i)-29.04 ^ -49.50 58 -47.57 C=120 4E 3.0 190.00 45.64 QA= -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= -52.15P1- 46.1/ T 61 1.442 2T 6.0 18.00 0.00 VELOClY^= 10.24-52.15-0.1627 180.50 -29.37^ -52.15 62 - 54.09 C=120 2E 3.0 63 1.442 2T 6.0 -54.09-0.1740 - 54.09 64 16.80 CS 8 156.00 47.21 QA= -54.09PT= 47.21 18.00 0.0& VELOClTY = 10.6a l74.00 -30.29 58.78 C=120 7.00 14.72 QA-% 587�T= 14.72 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 �2.00 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 **************itw**********w** JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 5 � *,*******e****************x*****STANDAQI) REGISTER****************************�*« ----------- ------- HYDRLC.' QA °[�" EQUIV. PIPE PT pT -======== REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES *" * PO%NT QT LOSS/F LENGTHS TOT. PF PN * * _______ -_______________ 51.86 C=120 9.50 1S.24 =- ---~~�=== 54 3.260 O. 00 0. 00 u*- 51.86P1.,- 15.24 VELOCITY = 7.'J.2. 206.41 0.0390 9.50 0.3-4'~ ------------ =_______-~~_____- -3.10 C=120 1O.00 15.61 56 3. 260 o.00 0.00 203.31 8.0379 10.00 0. 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 32,00 16.27 3.260 14.00 0.00 106.24 0.0114 46.00 O.53 -52.15 C=120 3.260 64 54. 09 2E 7.0 23.00 14.000. 00 16.80 37.00 0. 12 QA= -3.10PT= 15.61 VELOCITY = 7.81 QA= -49.50PT= 15.99 VELOCITY = 5.91 QA= -47.57PT= 16.2/ VELOCITY = +.06 QA= -52.15PT= 16180 VELOCITY = 2.08 16. CS 9 56.37 C=120 12.00 44. 51, CM- SG3�T 51 3.260 0.00 000 VELOCITY^= 2=1/ +4^56 56.37 0.0035 12.00 0.04 ^ 53 58.95 C=120 9.50 44.61 UH- 5695PT= 44 ul 3.260 0.00 0.00 VELUClTY^= 4 43 ^ 115.32 (}.0132 9.50 0.13 ^ 60.60 C=120 10.00 44.73 ------------'---- 3.260 0.00 0^ 00 w�=��o~�0PT= 44.73 ^ 175. 92 0.0290 10.00 029 w�L�CITY = 6.76 49.50 C=120 57 3.26U 225. 42 0. 0459 47.57 C=120 3.260 272.99 0.0654 61 52.15 C=120 3.260 325.14 0.0904 - -- 13. 50 45.02 QA= 48.50PT= 45.02 0.00 0.00 VELOCITY = 8.66 13.50 0.62 1l.50 0.00 11.50 45'64 0. CI 46.17 0.00 54.09 C=120 -00 47 21 63 2.260 1T15.0 15.Q0 0^0O 379~23 0.1202 16.00 1.92 _ = === QA= 47.57PT= 45.64 vELOCITY = 10'49 QA= 52.15PT= 46.17 VELOCITY = 12.49 QA= 54.09PT= 47.21 VELOCITY = 14.57 ****************************** ANDERSON MAGQUDER *****************************i J08- STANDARD REGISTER J06 NO 92-128-S DATE z0-30-92 P °�'°',pc6 �***********�****************STANDARD REGISTER**************************' HYDRLC.' ''-' ^ POINT __________ QA FLOW QT 65 °C" EQUIV. PIPE DIA. FITTING FTGS. L8SSIF LENGTHS TOT. _ 0.00 C=120 4.26() 379.23 0.0326 2T20.0 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 9.A0F. 21.00 40.00 61.00 PT PE PF 38.00 50.00 88.00 9.00 9.00 PT PV PN ***** NOTES ***** 49.13 QA= 0.00P1= 49.1Z 0.00 VELOCITY = 8.53 1.99 51.13 11.26 2.88 QA= 0.00PT= 51.12 VELOCITY = 8.53 PE= FOR HT. OF 26.0 65.26 QA= 0.00PT= 65.26 3.90 VELOCITY = 8'c`s 18.00 0.59 PE= FOR HT. OF 9.0 9.0 69.75 CS 10 ANDERSON MAGRUDER ***************************** JOB- STANDARD REGISTER JOB NO 92-128-S DATE 10-30-92 PAGE 7 *********************************FLOW SCHEMATIC****************************«***+ _______-_- BOR 379.23 V TOR V 379.23 V 66 379.23 V 65 379.23 ✓ 54.09 63}>)}}>})}})))>}>)}}}}}}}>}>}>}}>}64 ✓ y 325.14 54.09 ✓ 52.15 V 61>)>)}}>>>>>>}>}3}>>}})>}>>}}}}}}}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>m»)»)>}>}}»}}}>}>216}>217})56 \� 38.99 V 115.32 206.41 ✓ 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 15.6� 49.79 V40.18 204(%2A5<(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 S;'6- , S,.: : TOC 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 7 (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='aheet 2- o F 2S FrWiltsUY-431, [ PS ) Ul en 166. a 1 1 131 sab 0-12 1 a .�. Dab Fa _ a ITO anan3 fium 4ej t eA8 .&al.eM (4dea5 58'1 N) Sheet 3 of 2S 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 cut 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 DR1 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 DRS 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 DR2 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 DR2 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 20 1E 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 DR5 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 DR5 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 DR2 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 Beg 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 FORTDENT 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 B1 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 81 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 -0.65 (EL= -1.50 ft) 6 15.6 1.05 1T T 6.5 0.08217 0.53 5.79 P 7.78 7 81 Jct K -factor for chop 6 = 15.6/(7.78)".5 = 5.9 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 A 2.1 PT 9.30 7 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 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 Jct 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 ':-S 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 C = 120 A 10.0 PT 6.72 10 DR2 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 DR2 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 K -factor for brand -dine no. 1 = 80.1/(12.01)".5 = 23.12 Bra,ch1ine 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 DR2 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 15.6=5.63(7.68)".5 19 15.6 1.38 15.7=5.63(7.811...5 20 31.3 1.38 16.4=5.63(8.441%5 21 47.7 1.38 18.2=5.63(10.491..5 22 65.9 1.61 A F T A F T A F T A 1T T 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 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 23 -157.4 3.26 46.8:K=5.67 46.8:K=5.67 24 -110.6 1.61 22.9:K=5.67 22.9:K=5.67 25 -87.8 1.61 21.4:K=5.67 21.4:K=5.67 26 -66.4 1.61 19.2:K=5.67 19.2:K=5.67 27 -47.2 1.61 18.6:K=5.67 18.6:K=5.67 28 -28.6 1.61 18.2:K=5.63 18.2:K=5.63 29 -10.4 1.61 18.2:K=5.63 18.2:K=5.63 30 7.7 1.61 18.2:K=5.63 18.2:K=5.63 31 25.9 1.61 18.4:K=5.63 18.4:K=5.63 32 44.3 1.61 18.8:K=5.63 A 12.0 PT 68.37 37 F 0.0 PE 0.00 T 12.0 0.02365 PF -0.28 PT 68.09 24 6.05 A 79.5 PT 68.09 24 F 56.0 PE 0.00 8E 3T T 135.5 0.38249 PF -51.83 17.44 PT 16.26 25 A 8.0 PT 16.26 25 F 0.0 PE 0.00 T 8.0 0.24923 PF -1.99 13.83 PT 14.27 26 A 15.0 PT 14.27 26 F 4.0 PE 0.00 1E T 19.0 0.14854 PF -2.82 10.46 PT 11.45 27 A 5.0 PT 11.45 27 F 4.0 PE 0.00 lE T 9.0 0.07900 PF -0.71 7.43 PT 10.73 28 A 10.0 PT 10.73 28 F 0.0 PE 0.00 T 10.0 0.03129 PF -0.31 4.51 PT 10.42 29 A 4.0 PT 10.42 29 F 0.0 PE 0.00 T 4.0 0.00483 PF -0.02 1.64 PT 10.40 30 A 8.0 PT 10.40 30 F 0.0 PE 0.00 T 8.0 0.00279 PF 0.02 1.22 PT 10.42 31 A 8.0 PT 10.42 31 F 0.0 PE 0.00 T 8.0 0.02609 PF 0.21 4.08 PT 10.63 32 A 8.0 PT 10.63 32 F 0.0 PE 0.00 T 8.0 0.07026 PF 0.56 6.98 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 5:06pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Terant Improvements Tukwilla, WA Arid 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 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 12E 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 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 DR2 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 DR2 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 DR2 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 Line 2 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 Bulk Jct FORTDENT 09/12/91 5:10pm Sheet Bronze Mechanical Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tt.ikwi lla, WA Pipe Flow Dia Fitting No (gpm) (inch) and Dev Remote area #1 Length Fr Loss Press Hyd Vel (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 A 8.0 18.2=5.63(10.42)-.5 F 0.0 31 25.9 1.61 T 8.0 A 8.0 18.4=5.63(10.63)".5 F 0.0 32 44.3 1.61 T 8.0 A 6.0 18.8=5.63(11.20)".5 F 0.0 33 63.1 1.61 T 6.0 A 6.5 80.1=23.12(12.01)-.5 F 12.0 T 18.5 34 143.2 1.61 1T 1E Line 1 Counter -Clockwise (Split A F 29 10.4 1.61 T A 18.2=5.63(10.42)".5 F 28 28.6 1.61 T A 18.6=5.67(10.731%5 F 27 47.2 1.61 1E T A 19.2=5.67(11.45)-.5 F 26 66.4 1.61 1E T A 21.4=5.67(14.27)-.5 F 25 87.8 1.61 T A 22.9=5.67(16.261%5 F 24 110.6 1.61 8E 3T T PT PE 0.00279 PF PT PE 0.02609 PF PT PE 0.07026 PF PT PE 0.13537 PF PT PE 0.61653 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) 8.0 0.0 4.0 10.0 0.0 10.0 5.0 4.0 9.0 15.0 4.0 19.0 8.0 0.0 8.0 79.5 56.0 135.5 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 CR5 4.51 28 DR2 7.43 27 DR2 10.46 26 DR2 13.83 25 DR2 17.44 24 Main Jct 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 of 2S 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-fac=5.67 from DR2) C = 120 A 6.0 PT 11.86 42 Sp1it:DR2 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 DR2 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 DR2 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 0R8 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 0R2 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 •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 Line 3 Counter -Clockwise 53 5.0 1.61 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 (Split K-fac=5.63 from DR5) A 12.0 PT 14.95 54 F 8.0 PE 0.00 2E T 13.5 0.00125 PF 0.02 0.79 A 10.0 PT 14.96 53 F 4.0 PE 0.00 T 14.0 0.02775 PF 0.39 4.22 A 4.0 PT 15.35 52 F 8.0 PE 0.00 T 12.0 0.08369 PF 1.00 7.67 A 11.5 PT 16.36 51 F 0.0 PE 0.00 T 11.5 0.17023 PF 1.96 11.26 A 135.0 PT 18.31 50 F 40.0 PE 0.00 T 175.0 0.29144 PF 51.00 15.05 PT 69.32 49 21.8=5.63(14.96)".5 52 26.8 1.61 1E 21.9=5.58(15.35)-.5 51 48.7 1.61 1T 22.8=5.63(16.36)-.5 50 71.4 1.61 24.1=5.63(18.31)-.5 49 95.5 1.61 4E 3T 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 Dia Fitting Length Fr Loss Press hyd Vel No (spm) (inch) and 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 to 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 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. Under ground C = 140 A 70.0 PT 101.96 77 B.O.R. F 51.2 PE 0.00 77 865.2 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 Under groi.nd 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 FACSIMILE TRANSMITTAL SHEET DATE e I "` S" ' TO: TuKLeJIL.P% c't(ZE DEPT. ATTENT I ON s AV t 'til 1 A,y RE 204,432.0938 FIRE/ROTECTIOIY (615-443`l) Forz-r De Kz -r PA ES TO FOLLOW MESSAGE : rt4 '!`' Loc w c eJ-6, fae ! r 5E`p ti 4 �RA. uLLc_ c,uLATtoK. ARE SL IN4 SO8MIrr T. U'r'tLRt>J4 me enl 'rlN4 114" e to LINES -r R 1,4 t T*1 E CAA. Gy LAT L pis 140w A VE ay co N ss al/AtTc ve 2 t . SS P' i Cos.fiIorl �3ELo i TSF- .10/ fk(1.4k Loibt r -t... Sri PP . utot L 211 ,t_cN! ' Y E~ w Nc Cwt Cu zit, PLEASE CO i..TrIN " S N "LE -ZG# N Vik �. Fitz.fk.14y Fu tast4£r. Pe gr1 Ct c PIA IV Ptcku r'' N Pore.a e-Tubiv. LeE- r .- 1 1 1f 1 V i 6 L 4 V • Y HYDRAULIC CALCULATIONS lob_ 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 of 23 Date 10/02/91 Job: FORTOEN2 Hose 75.0 ppm Inside Hose/ 500.0 ppm Outsid* 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 5:45r m Pressure (PSI) 1 !•••*•••0 1 g a a i i ' ....,,4......._....,...„,.......„...........4...< • . 1 1 a44 g 1 v i i••,••••i P t !•••••01, %� 1 1 , �.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 aukf 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 . ¶, 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 .18 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 41 GL2 42 GL2 43 GL2 44 GL2 45 (AL2 46 GL2 Diem Length Beg End Nd Kf9c1 Kfm.2 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 7.610 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 GS 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 GL6 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 GS 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 .:%.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 BU 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 3UE,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 84 GP 85 GP 86 GP 87 GP 88 GP 89 GP 90 GP 92 GL 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 Hose HW Vel Fit. :4.260 12.0 84 65 3.260 9.5 8$ 47 :4.260 3.0 86 57 :.260 8.5 87 58 :x.260 13.5 88 61 :5.260 4.0 89 67 .S .260 5.0 90 73 1.442 210.0 80 85 93 GL 1.442 190.0 81 86 94 GL 1.442 172.0 82 87 --95-G17.- 1.442 168.0 83 88 96 GL 1.442 158.0 84 89 97 GL 1.447 134.0 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 20 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./ 1.05 1T T 7.0 0.07347 PF 0.5.1 5.45 PT 6.65 2 Bl Sot K- fac;tor for drop 1 = 14.7/(6.65) . 5 = 5.70 Drop 2 A 1.8 PT 7.0(3 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 1111111MIMMIIIIM 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 ......mmom. A 2.1 PT 7.90 4 1';.6=5.65(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 .11..10...+. 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 Pr 0.56 5.79 PT 7.68 12 Si Jct K factor for drop 5 Q. 15.6/(7.680'.5 m 5.63 at Hrd Ref Pts 12 13 14 19 20 21 22 29 30 31 32 33 'bCJ 51 53 54 55 (FORTDEN2 .10/02/91 5:50pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant improvements Tukwilla, WA iPe Flow bid Fitting Length Fr Loss Press Hyd Vel Notesl'No (4Pm) (inch) sand Dev (ft) (.psi/ft) (Psi) Ref (fps) C 120 ;"'"'� A 1.5 . 'prop up E PT 79O b " 5.0 PE -0.65 (ELS 1.50 f t ) 15.6,26.55(7.901 .5 P 5.79 6 15.6 1.05 1T T 6.5 0.08217 PT 0.537.78 7 81 Jot Sheet Of 123 K- factor for drop 6 m 15.6/(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- falwtOr for drop 7 ■ 3.6.9/(9.07)-.5 DA 5.61 Drop 8 A 1.8 PT 9.308 ___�°'. PE �-0, 78 F x 16.925.55(9.30)'.5 . F 5.0 f• 8 le. _ 9 1.05 1T T 6.8 0.09556 PT 9.17 40 C 120 (EL12 -1.80 ft) 6.28 81 Jct K• factor for drop 8 ¢ 16.9/(9.17)'.5 = 5.58 at: Hid Ref Pts 40 49 52 1°:, C = 120 ►~ao 9 A 1.5 PT 9.30 9 F 5.0 PE -0.65 (ELR -1.50 ft) 9 16.9 1.05 17 T 6.5 0.09556 PF 0.62 6.28 gl Jct PT 9.27 10 K• fa.:tor for drOP 9 s 16.9/(9.27)'.5 * 5.55 ST- 3-9 1 THU I I) `'. 'URTDEN2 - 10/02/91 5:51Pm 9 : 26 C . S . D . Sprinkler Systems Hydraulic F1oW Ce1Culeations Fort Dent 2 Tenant Improvements Tukwillrt, WA Pipe Flow Dia Fitting ii No (spm) (inch) and Dev t;ranchl i ne No. 1 A 14.735.67(6.722-.5 A 14.935.67(6.91)".5 F' 29.6 1.38 2E T A 15.8J5.63(7.83)".5 A 17.035.63(9.08)-.5 62.3 1.61 T A 11.835.63(10.01)..5 F iT T 10 14.7 1.38 12 45.4 1.38 13 Length Fr Loss (ft) (psi/ft) 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.tanch11ne No. tiff 14.7,35.67(6.72)•.5 , ; 15 1.4.7 1.38 14.935.67(6.90..5 1e;, 29.6 1.38 16.1.5.67(8.05) .5 ; 11 % 45.7 1.38 17.985.67(9.94)".5 118 63.6 1.61 " A T A F 2E T A A F IT T K f a,..t or for br'anchl ine 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 0123 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 main .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 PP PT 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 no. 2 = 63.6/(11.52)".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 Sheet (0 of `E? Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Irnprovements Tukwilla, WA ;►pe Flow Ole 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 1 rd . 6 5.63 (7.68) .. 5 F 0.0 PE 0.00 19 15.6 1.38 T 6.0 0.02161 PF 0.13 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 18.2,25.63(10.49) .5 F 8.0 PE 0.00 14,22 65.9 1.61 1T T 11.5 0.14672 PF 1.6'4 10.39 PT 12.17 56 Cross mein Jct • r.. 7 K- fag.tor for branohi ine no. 3 r 65.9/(12.171-.5 * 18.89 C►RT0EN2 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.4:411PIWOMMERUIPIP m111.460014011114 L2.4 37.4 25 19.7 26 18.8 27 17.5 ` 28 17.3 29 17.1 LI 1).1 31 17.3 32 17.7 33 18.5 .34 80.1 '35 - .37 37.5 38 19.9 49 18,8 40 18.3 41 18.4 42 18.4 43 18-5 44 18.9 65 20.1 46 /2.4 47 48 (777.7) 49 37.3 50 21.8 51 21.1 52 20.6 53 20.8 54 20.8 `,AJ 21.2 56 74.3 n7 58 61 - 62 64 67 68 70 71 73 - 74 80 81 (psi) K-Va'alue Source Sheet 012:4141; Elevation (ft) Comments 43.42 12.12 10.99 9.57 9.30 9.26 9.25 9.42 9.90 10.84 12.01 25.53 43.64 12.34 11.04. 10.71 10.57 10.58 10.68 11.12 12.51 14.91 25.70 48.22 44.70 15.01 14.01 13.64 13.60 13.70 14.21 15.47 26. 18 29.25 45.39 30.26 44.47 32.15 44.35 32.37 43.93 32.76 43.23 32.79 43.23 43.56 GA 0:0 Km Km K■ K= Ka K�► 102 5.67 5.67 5.67 5.67 5.67 5.63 5.63 5.63 Km 5.63 Km 5.63 K=23. 12 DR2 DR2 DR2 DR2 DR2 DR5 DRS DRS DR5 DR5 BL1 Km 5.67 DR2 Km 5.67 DR2 K■ 5.67 DR2 Km 5.58 DR8 Km 5.67 DR2 Km 5.67 DR2 Km 5.67 DR2 K■ 5.67 DR2 Km 5.67 DR2 Km18.74 BL2 Feed act Ka 5.58 DR8 K� 5.63 DR5 Km 5.63 DR5 Km 5.58 DR8 Ka 5.63 DRS Km 5.63 (R5 Km 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 23.70 23.70 23.70 23.70 23. 70 23.70 23. 70 23.70 23. 70 23.70 23.70 0RTDEN2 10/02/91 5:53pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwills. WA Grid Node Detail Remote Are *I, Sheet aiof230 Discharge Pressure Outlet Elevation i ,N ode (pm) (psi) K -Value Source (ft) Comments 1)c..)...............„....hanwm.„..,..w..mammum.„,,,,,.,..,.- somonasymommi...................m....m........ 84 43.97 23.70 85 25.55 23.70 86 26.03 23.70 i. 87 28.42 23.70 88 29.44 23.70 1 89 32.28 23.70 P 9 0 - 32.78 23.70 t • i ,... - - . .. ar r . S 0 .... . 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 13of Z3, Actual Total Elev Fric Fric Press Press ipe Uiam Len Len Head Flow Loss Loss Vel Nodes @ Sec 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 79.5 135.5 0.00 .-84.2 0.2311 31.31 13.3 24 25 43.42 12.12 Fit" 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 lE 27 1.61 5. 0 9.0 0.00 28.2 0.0305 0.27 4.4 27 28 9.57 9.30 Fit 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 99.24 9.25 30 1.61 8. 0 8.0 0.00 23,4 0.0215 0.17 3.7 30 31 9.2:) 9.42 41 1.61 8.0 8.0 0.00 40.6 0.0599 0.48 6.4 31 32 9.42 9.40 332 1.61 8. U 8.0 0.00 58.3 0.1171 0.94 9.2 32 33 q. 99U 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 39 1.61 1.5 7.5 0.00 -34.7 0.0448 0.34 5.5 39 40 11.04 10.71 40 1.61 8.0 12.0 0.00 -26.4 0.0112 0.13 2.6 40 41 10.71 10.57 Fite 4.0 lE 42 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 8.0 8.0 0.00 39.0 0.0555 0.44 6.1 43 44 10.68 11.12 43 1.61 tl0 ";7.9 0.1154 1.38 9.1 44 45 11.12 12.51 - 46 12.51 14.91 Sprinkler Systems Hydraulic Flow Ca1CURations Fart Dent 2 Tenant Improvements TukWille, WA Grid Pipe Detail Remote Ares 01 Actual Total Elev Frio Fric Press Press '3raa Diam Len Len Heed l�8eg �E�d JU. ru� ) t) (Ft) (Ft) Gm)(Psi/Ft)(Psi)(FPs) Beg End (Psi) ' ) �Ir.'»"•.,u5~ �. �,,,e...Whipio.d owincleillea ,..e. 473260 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 1T44.70 15. U1 49 1.1.1 135.0 175.0 0.00 -71.3 0.1697 29.70 11.2 49 50 Fits 40.0 4E 31 50 1.61 11.5 11.5 0.00 -49.5 0.0864 0.99 7.8 50 51 X.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 1T 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 . t•1 5.5 13.5 0.00 13.0 0.0072 0.10 2.0 53 54 13.60 13.70 F1im 8.0 2E 54 1 . tr1 i:t. U 1;2.0 G). OA 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 .,M r,7 3.2f, 19.5 19.5 0.00 370.1 0.1150 2.24 14.2 57 87 26.18 28.42 58 1.61 173.0 261.0 0.00 41.3 0.0619 16.15 6.5 58 59 29.25 45.39 1 Film 88.0 8E 7T 59 4.26 9.0 29.2 0.00 337.2 0.0968 2.82 13.0 59 48 45.39 48.22 Fit= 20.2 1T 60 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 44.4.7 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..b 28.0 41.4 0.00 224.8 0.0457 1.89 8.6 61 64 30.26 32.15 F i tm 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 fitu 48.0 6E 3T 6b 4.2. 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 .-. nn 40.8 0.0603 11.55 6.a 67 68 32.37 43.93 o, 43.93 43.97 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 $$1 Actual Total Elev iqr. Diem Len Len Mend 0. (inch)(f t) (Ft) (Ft) Fric Fric Flow Loss Loss Val (Gpm)(Psi/Ft)(Psi)(FP$) ,4.411WIYWIC117Mi0frh.MW :'o. ii 0...wrresin+• ow. miRM.• ►MYJ taY..swer7F/ q 71 3.26 26.0 52.9 0.00 114.4 0.0131 0.69 Fits 26.9 1T 1VE 72 3.2e. 0 5.0 73 1.38 Fit= 74 3.26 80 81 82 3.26 iia 3.26 84 3.26 85 3.26 86 3.2i. 87 3.2c.. 88 4.26 139 3.26 90 3.2b 92 1.44 Fits )6 1.44 Fitia 94 1.44 Fitz 1.44 Fit= 96 1.44 Fit* 9/ 1.44 Fits. Nodes Beg End Press @ Begs (Psi) Press @ End (Psi) 4.4 71 68 43.23 43.93 0.00 68.8 0.0051 0.03 2.6 70 90 32.76 69.0 87.0 0.00 39.4 0.1200 10.44 8.5 73 74 32.79 18.0 2E 2T (3.5 0.5 0.00 68.8 0.0051 0.00 2.6 74 71 43.23 9.1) 9. 0 0.00 • 121 .6 0.0147 0.13 4.7 80 24 43.56 1.5 1.5 0.00 •-154.3 0.0228 0.03 5.4 81 80 43.59 4.0 4.0 0.00 ,,,298.9 0.0775 0.31 11.5 82 37 43.25 1.0 1.0 0.00 295.9 0.0760 0.08 11.4 83 59 45.32 12.0 12.0 0.00 184.4 0.0317 0.38 7.1 84 65 43.27 9.5 9.5 0.00 124.3 0.0153 0.15 4.8 85 47 25.55 3.0 3.0 0.00 240.8 0.0519 0.16 9.3 86 57 26.03 8.5 0.00 337.2 0.0968 0.82 13.0 87 58 28.4k 13.5 13.5 0.00 262.3 0.0608 0.82 10.1 88 61 29.44 4.0 4.0 0.00 155.2 0.0230 0.09 6.0 89 67 32.28 5.0 5.0 0.00 39.4 0.0018 0.01 1.5 90 73 32.78 210.0 262.0 0.00 -32.7 0.0687 18.01 6.4 80 85 43.'".6 52.0 6E 41 190.0 242.0 0.00 •-33.7 0.0726 17.56 6.6 81 86 43.59 52.0 6E 41 172.0 224.0 0.00 -32.9 0.0693 15.52 6.5 82 87 43.95 52.0 6E 4T 168.0 220.0 0.00 •-33.6 0.0722 15.88 6.6 83 88 45.32 52.0 6E 4T 158.0 210.0 0.00 -29.2 0.0557 11.64 5.7 84 89 43.97 52.0 6E 4T 134.0 186.0 0.00 -29.3 0.0562 10.45 5.8 74 90 43.23 52.0 6E 4T 32.78 43.23 43. 23 43.42 43.56 43.64 45.39 44.35 25. 70 26.18 29.25 30.26 32.37 32.79 15. 55 26.03 28.42 24.44 32.28 32.78 ORTIiEN2 10/02/91 5.55pm Sheet of:00 ;3prinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenent Improvements Tukwi l le► WA Remote Area #1. Pie Flow Dina Fitting Length Fr Los Press Hyd Vel No (gprn) (inch) And Dev (ft) (psi/ft) (Psi) Ref (fps) erimeter• Clockwise Notes (Split K--facm5.63 from DR5) (: _ 120 A 4.0 PT 9.24 29 Remote Split F 0,0 PE 0.00 29 E..:) 1.61 T 4.0 0.00186 PF 0.01 0.98 A 8.0 PT 9.25 30 DR5 1/.1 5.63(9.25) .5 F 0.0 PE 0.00 1 8.0 0.02151 PF 0.17 3.68 A 8.0 PT 9.42 31 DRS 17.3 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 17.7-5.63(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',:13.12(12.01)'.5 F 12.0 PE 0.00 34 157.1) 1.61 1T lE 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 T 1.0 0.02353 PF 0.02 6.U3 A 9.5 PT 25.55 85 -32.7 = Pine No.92 F 0.0 PE 0.00 T 9.5 0.01527 PF 0.15 4.78 A 5.0 PT 25.70 47 150.3 R. Pipe No.46 F 0.0 PE 0.00 1 5.0 0.06618 PF 0.33 10.55 A 3.0 PT 26.03 86 -3S.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••' ! `�/ .70.1 3. 2E, 1 19.5 0.11500 PF 2.24 14.23 . A 8.5 PT 28.42 87 F 0.0 PE 0.00 1 8.5 0.09682 PF 0.82 12.96 'r. A 2.5 PT 29.25 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. f, z Pipe No. 95 F 0.0 PE 0.00 88 262.3 3.26 T 13.5 0.06082 PF' 0.82 10.08 A 28.0 PT 30.2o 61 -37.5 r. Pipe No.61 F 13.4 PE 0.00 t...K 224.6 3.26 2VE T 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 0.00 66 184.4 3.26 T 4.0 0.03168 PF 0.13 7.09 PT 32.28 89 Cont.. next Peg4 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 ,,, Pipe No. 94 ,.117 337.2 3.26 6('J -•41.3 •• Pipe No.58 29b . v 3.26 1-1 T - - - ' ' 1 1 H 1.! 1 _ 4 1' FORTDEN2 10/02/91 5:55pm Sheet rtof 115 Spr•'inkler• Systems Hydraulic Plow Calcu:.ations Fort Dent 2 Tenant Improvements rukw111a, WA Remote Area Ni P ild f l'.'w Dia Fitting Length Fr 1..o5P, Press Hyd Vel No (wpm) (int.h) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes f'c,r•imete'r 1.lor H.wl•t (Continued from previous pace) C 120 A 4.0 PT 32.28 89 -29.2 = Pipe No.96 F 0.0 PE 0.0(0 8'.) 1 5`'' . 2 *6.26 T 4.0 0. 02302 PF 0.09 5.96 A 16.0 PT 32.37 67 -4U.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 68.6 3.2t 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 T 5.0 0.00182 PF 0.01 1.51 A 69.0 PT 32.79 73 F 18.0 PE 0.00 7.. 9.4 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 a• 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 t,�, 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 ,.,y '262.3 3.26 T 14.0 0.06082 PF 0.85 10.08 A 1,0 PT 45.32 83 ..,.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 5" .!,..57.2 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 SPr•ir►kler Systems Hydraulic. Flew Calculations Sheet leop72,3, Fort Dent 2 Tenant Improvements fukwillo. 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) (psi,/ft) (psi) Ref (fps)Notes Porimeter (: 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 17.37,5.67(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(9.5.7) .5 F 4.0 PE 0.00 26 45.? 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 2t. 64_5 1.61 . T -8.0 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 37.10,5.67i43.42)..5 F 0.0 PE 0.00 80 121.6 3.26 T 9.0 0.014E+7 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 33.7 Pipe No.93 F 0.0 PE 0.00 188,1 3.26 r 1.5 0.03286 PF 0.05 7.23 73... .1 1$3/ A 4.0 PT 43.64 37 Line 2 .37.5.b/(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 lit 32.9 Pipe No.94 F 0.0 PE 0.00 36 331 . ii 3.26 T 6.0 0.09397 PF 0.75 12.75 71.3 : it49 A 2.0 PT 44.70 49 Line 3 3/.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 :fct •'F'ORTDEN2 1U/02/91 5: 57pm Sheet ri t;prir3kler• Systems Hydraulic: Flow Calculations Fort Dent 2 Tenant Improvements Tukwillm. WA Remote Area *1 Pipe- Flow Dia Fitting Length Fr Loss Press) Hyd Vel No (vpm) (inch) and Dev (ft) (Psi/ft) (psi) Ref (fPS) °.z3 Notes Line 1 t:loGkw:i .e (Split K•f +c=5.63 from DR5) ( .• 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 17.1125.63(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 1/.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 17.75. 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. 51., 5. 63(10. 84) .5 F U. 0 PE 0.00 34 '6.9 1.61 T 6.0 0.19502 PF 1.17 12.11 A 6.5 PT 12.01 34 BL1 80 14,!23.12(12.011-.5 F 12.0 PE 0.00 34 151.0 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-faa=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 / . 31 5.67t9.30) .5 F 4.0 PE 0.00 27 28.2 1.61 lE T 9.0 0.03046 PF 0.27 4.44 A 16.0 F'T 9.57 27 0R2 17.6-:9.67(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 16.8..b.6/[10.(04) . 5 F 0.0 PE 0.00 25 64.5 1.61 T 8.0 0.14102 PF 1.13 10.17 A 79.5 PT 12.12 25 DR2 19.7-5.67(12.12) . 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 2Pof I Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Ymprovements Tukwi l ita, WA Remote Area *11 Pipe Flow Liia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Line ('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 4! 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 18.5-5.6/(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 T 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 1.61 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 (-punter-Clockwise (Split K- fa►cft5.67 from DR2) C ... 1.20 e..mmi••mA 14.0 PT 10.57 41 `3p 1 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./1) .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 18.9=5.67(11.04)..5 F 8.0 PE 0.00 $3.3 53.6 1.61 1T T 13.0 0.09991 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 Oft' 0 Sprinkler Systems Hydraulic Flow C81cu1zat ions Fort Dent 2 Tenant improvements iukwilla, WA Remote Area #1 Pipe Flow Oiesr Fitting Length Fr Lc. s Press htyd Vel No (wpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fos) Notes Line 3 Clockwise (Split K•-facm5.63 from DRS) 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 0.0U 5/, 33.8 1.61 T 12.0 0.04259 PF 0.51 5.32 A 12.0 PT 14.21 55 DR5 21.27 b.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 74.3118.89(.15.47) .5 F 12.0 PE 0.00 56 129.3 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-fscu5.63 from 0R5) C -,• 120 A 5.5 PT 13.60 53 Sp l i t :DRS 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 20.6; ',.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 21.1=5.63(14.01) . 5 F 0.0 PE 0.0t) 50 49.5 1.61 1 11.5 0.08638 PF 0.99 7.80 A 135.0 PT 15.01 50 DRS 41.8-5.63(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 Tukwi l laa, WA Remote Area #1 P:i Pr Flow Dia F i t t inc Lerijth Fr Lusa Press Hyd Vel No (Qpm) (inch) and Oev (ft) (psi/ft) (psi) Ref (fps) Line. 5 C 1oc.kwise ) She•t 22 cf Notes sommummounemammassi C = 120 A 186.5 PT 30.26 6. Main Jct F 88.0 PE 0.00 61 .57.5 1.61 12E ST T 274.5 0.09176 PF 14.21 5.91 PT 44.47 62 Main Jct Line 6 C1ot:kwise ) 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 7 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 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 Hu 'y : o . i.... a . IJ FORTDEN2 10/02/91 5:59pm Sprinkler Systems Hydraulic Flow Calculations Fort Dent 2 Tenant Improvements Tukwille, WA Remote Area *1 • Sheet 2 5,2 Pipe Flow USA Fitting Length Fr Lus;s 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 4Y Rose F 29.0 PE 10.26 (EL' 23.70 ft) ) 1r 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 -MAW---- - 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 92.913 79 Supply Jct Aveilnble flow at 92.98 psi is 5793.8 gpm which is 4441.1 gpm from Gury . .1,Ai:ai:>1 y Preus►ur e• available with 1352.7 Qpm t 10wirr9 is 122.83 ps►i, thuu uystem r•eyuir t motet is 29.85 psi below supply curve. (24.3%) Li%V 1 -- -- V 1 rl LJ •Z' • L. c.P• ••• • • -4- -6 t- • 14) . • 6, • 1. 144 .u.•••••1•:-I.i..-- • . - 11 4 y•-60 --,—* • • *4 e .7 irt 1 •••••••• • • • MA • : f 64 .1. TT mamma: 4V ••• • • • .: • • 1., • 4.1-10 1 .e12.1= • • • - zk i.o11--i :4 t • 14 6' 1=1 4J L •• 1:4 • • I • tmQ 40' 1AiQ 16 raVo. 1 t• I .11(7 46 , E .1 .4i) , tt. lz • Fogr DE NT 2 ' EXISTIN4 Coto, MAiN C Cortfilb PLAN*. LEFT& c. no ss tier frie 4'4 ter tr. 0 1 1 t 9" • •0 1 •• .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 24- Z 077„ Z Zy 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 4-7--0 77 • Su 3m /?TED 37' ! S' F p SE:95 PAD ArnItz.s(AI) . 'Sc CA) 4 & aa -K.. iii.. a3roe Safi£ rnotje--61:; `..3 "42.71 3ow Z(o L.�c, asti 1�r tR.2Sf-9c-3 0 4 A M tN/ Hai.r,T: EH0040 or4tly 'FORT OFFICE B J OBI SPIV FoP • .1 t.$7 .. 6Z Wo '%oit bbtr,i v4141 7r0..u4.-Ix a kte O1'TI S?A�ffoc, Dear. AMA Mos r'" 0113 esnev eaORMas t a 8111E 375 RTMOD "Z'S T/ IVc tlicz Marvin Ste mom posevace WM MIR *UM amour• 0 warm ww+ainerrwacaramllw.mar. 0 IrsealRrl.wisr. loa onto.,FraRcoeirRucnowim 110. mem SYG1R0 Bus A Tukwil 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 subji:ct to errors and omissions which do not authorize vii' tions of adopted stanaards and ordinances. r -i, fe ccnsibility for the adequacy of design rest t�.yaiiy w.r.ti iiie designer. \dditions, deletions or rEsir;on to ~nest drawings after 3 this date will void this,.accepL.,rsce 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—i' --o,- By: // fUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. O(, -F-/13 and exact address for shuts down or restoration approval, 11 f ate- IS' db a�.� .-2e0-%-rz —1 rn C.A.1 ""••.1 C.71 2L2b • : I ' • >cs.ii -)1-2 7 •-•/-,Egr J_..j , t• . r - - r - I I I I I I I I i I — . J _ . J L . _ L _ L.,..„ 0 0 G 1 1 1 • r rri I ACCEPTED Without Comments 0 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 v1/1 rr 1 m • t't •Soess‘t1.`• • 0404,tikir .; atiort, e•Atft. tacoita- NO:1)00)0r Ate)Pri FION.441 SUITE 319'Skj Iltt2.75S41 :I •„.ci '.; '•Atirtr4 jpkikrt. • `", • r'a tVt A o;2-11-4 I 11 _r ifffiAli fit Rh --N. t-;7 ' • ' • ll,.tittrPMfItl. Ekt.i.H .1 r Quit A 0 1 ti . firiT.F1 11 (9 stoirerl _ 1 itt9 LOCIRIPM . t' 11 14. rtth RIKI.K1c1. sver,-,11Tst) Sy • grzovAe_ Arys.a.gt.) INCr 1310 2: Sof 129 MOOleek. -.(1•0 -Pi 14 4.4ft. Pirvsta $*-- c I La 1.7 PUP AM OMR CM& MTh Mr. PAW qt h4) 9,111YV. - Atik-Iffvffilp Stfr 0,17PI WIWI Mt VIM.. MID VIM 04 0.911. relit WO YR SIM t rkta ftli Pitt 4.1 Kt 1) rf_ SUITE 375 j). In I tJI 141.044 - • 7.— - ar...wo•oimewo Pkto14› • t Chi .)1;1! (1) CONSTF.UCTION PLAN • •)r 4, - PAI D JUN 1 6 2006 (t) '3E) aft MI it-z(4y If7f Tukwila Fire MVP* Pt CA IRPTIO. 111MB6 PR Pt.t MOM von 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 virAations of adopted standards and ordinances. The resper;iibility for the adequacy of design rests totally with rr. resigner. Additions, deletions or revisions to these drawings after this date will void thie,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 tee-'; . r'UKVII A FIRE DEPARTM6M Please call: 575.4402 and give this job and exact address for shut. gown or restoration approval. Q Q G i(- 1 532 65 - i4 126.P IP FT— fkEC.f' - --13PF ICE k oFPIC•C' - - 0 F -F tc.P- 0 f r - _ - - / L -4- — S, t- - ••r AMMIk /NM& ///• /EMI .111=116 ALL rieF__ ALL c -It_ -11 -AG% " AiLL. HANGER 1-4`1"E- " fl /Th • 6 S C 1—/EPP-,ey 0 ,••••MIN. =MM. .• „ otiT,IC- FL 0 0 PLAN ALE 1/41m= 1 z _ / --Z--747110 ACCEPTED WITHOUT COMMENTS. El AS NOTED IN RED ID 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- - • inspeebn-ay a redresentative of this dep-:117 .ent DATE (.07— BY: CITY OF OF TUKWILA 575-4407 it- TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 112 and exact address for shut- down or testoration aljpeoval. 0 • 10 CONTRACT NAME. •10E I N G POT DENT•IL La xI7HCTk LYC). TI -11< W /LA CONTRACT WITH: rct4SHEE ,C1,0X -374, 7 Br--a—CVLJE. - HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A 8 E F H "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CAMP/5T EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET M N MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENCENT TEE SIZE - SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY DUAN MI( DATE BY SP G E.t1 F972_ < # iq3 A R WEDGE ANCHOR T 1- 2 3 7 1 - 16 8 16 -2 SPRAY 0 1/2" OPENING OPENING UP SYMBOL DOWN 4 A @ 0 1 / 2 1/4 A 1 4 17 32 SPRA Y 3/4- - t 1/2 APPROVALS REQUIRED CIT y or 714KuJiLks. DISTRIBUTION w J "1" BOLT K SHORT CLIP 1- 2 3 7 m 2 SIDEWALL 1 1/2 1/2 Fs.E -/-6://3 1 L "L" ROD 21 DRY TYPE • • TEMP RATING z 165' 212' 286' 350' TOTAL THIS SHEET 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. 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 FN 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 P4l/i5e. EX '.ST. T0/9 TO ET TE NE NT" \A/A1.1. 1 nr r 1992 Fire Systems West 1502 PIKE STREET _ AUBURN, WA 98001 (206) 833-1248 WA ST Melt LOC NO FIRE SW, 1 4013 1 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO: SHEET .K.,L0IL. 34 OF ' ~{� 153266 ECT. tor .„- -to , 4 oPPIC.0 • • • ..•=1111. 1 _ 0 - ci -o ....;. ...... ( ....- ....... ...... ...... ........., • G -c • 0 r OFFICE 1 0 0 = mix A.Ar-1 - Pito C ALL rtE cHEBL-ILE 110 al_ az. L- It4G% e'— ALL HANS ER T E * sTc)P.064G- 0 1 ^ � 1 A r � i� r• n wll ••••• 0 ct:714 F, _ 0 0 0 6 -.••••••17177.17- Co FLOOR GE_ PLA CALE CY/ — SINGLE AKrlovEK DETAIL 1.4e. sc.:6.LE POL45LE AKMOVe-R_ DET1L ?\ No 5 coN_V 1 1 -4-' 01 j14-___ ,h 1 Roe I VILT CONTRACT NAME ooE t NG PoIKT DENT a to 84 o NTH Cc-A4TER B t4 TLIK WiLIA ‘4.) • CONTRACT WITH. fbsHOE ED. Lox 3710.7 BEtt...ZVLia. WA • HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP ,A)/sTRAF 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. 0 5 SP G Eri F977- 155 WEDGE ANCHOR 1 2 3 71 - SPRAY 16 8 16 2 0 OPENING UP SYMBOL OPENING DOWN FINISH CANOPY Cif,t b/ern QUAN MK DATE BY 3 A i4 -Jsz_ PE -r- c(1^V F70. 1/2 V 4 17 , 32 SPRAY 314- 1 1/2 APPROVALS REQUIRED DISTRIBUTION 1 1 CITY or 1-14 kum J- BOLT SHORT CLIP 2 3 7 SIDEWALL 8 16 2 4 1/2 1/2 F1E TE -fl. 1 1" 1 — DRY TYPE 2 TEMP RATING 165* 212 296* 350• LA,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. se.TM rj TE.c.:7 "FE v/411S TO Fire Systems West - - - 1502 PIKE STREET N.W., #4 AUBURN, WA 98001 (206) 833-1248 WA ST CCOtTlt I.PC No FIRE SWI 140B1 QUALITY CONTROL 'BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY . DATE , DESIGNER DATE JOB NO. SHEET - )4.1 LFe, f 74334 -fZevi�ion: Are GinaAczi +Q]T'i Pe. Na.-a.ctreI_3-Z cx,vpotAcy H 41, ■' ., IlliElltera3/4011 :Tumor 1/4 1 • 9 -IQ JO /1 -10 1111111 l—MIftMlw!•I 1 = NEIMAN! 9-4 111 1 5-10 1/ 64 • if4il - I� 4 inomirmri Fr ...01 • midinimmiimimaml was •; ) 5 '1 0 IV4 • f Z.111116/1111111M.- •1116/11111111CIEMIllhiMIKG1-amoria. 11111 11111 • J.1R■I11 t!I n 1111 EMIR 1 NM e -o -10 1/d 1 mum KMISPMNILUIMPINIMMIEral "-1111 - Jf IE -/0 t f , -i7 -go -10 • -1 -10 -1-IQ L iiimammalsitamm 1 -`. MIMI= EOM immumin ®irmiram l2 A 1 1_4 ] -- iG 11 ,1a 1� - Io 4 • I/x 1 - 1 0 !• 14- �� it; • 0 -1 141 .4 to • 114 -7 -0 it - 1'44 -I� 10 i 9 �ly4i�r !'� 1�. a 8 rm L 4 2(.0.4 ¢ Dczo. = CL, -L-ro 2Z'1 Des 15` rt DRefS- 1"x 2 STDG cr_ LKTSr I NA t 5 Cis/W-WokcK i I a 10 io Y 5 O ! ,i 1'¢ F>' H 1/ • -7-10 N • ilyd_ 1'k 1 h4 2-10 -4- y .1 •G �1 t � 1 1 t l b ALL 1-1r1, SI -1 1 S o ; CfICllfTot\)-, 1 5 1• MN 04. ogalmimm /. 1.41- k 111 d1 z- 1 4 i 1 } #� FACToxr MjruA1. ENGtHEI itiNa i4SSUCjA!Alit SEATTLE DISTRICT SUBJECT TOFFICE PtA"tS't) O DRA ' EPTEKES i tR1N IN T SM[)T HDlCJ1TED AND COMMENTS e eett wtaboneht should a o.:a LETT�, . kWh* Mb 0 othe fie• Flo M1d Me meJ4Kion- � oorlham W FN Shin w e 0* this tab 1e + +* /W Mitt* 1a +np lir. oho fast, hive been oedillsd otOnt OA* q + well Fiber. 7 --- Mi ot n Forth e5 or equivalent, 4 Atertien y d ��tA f3 a1�f 4 t / 1.7 •°"Oe is vokt it them font hot womb is aft on these Melt 'mew cul �4 Lk* {777 - vest • F.71 (Th HANGER LEGEND A "U"- HOOK M MACHINE THREADED ROD B COACH SCREW ROD POWDER DRIVEN STUD FITTING LEGEND SN SHAPED NIPPLE SPRINKLERS USED REVISIONS APPROVALS REQUIRED S`M MANUFACTURER TYPE CANOPY FINISH ORIFICE THREAD TEMP crry SIZE SIZE NO DATE BY COMMENTS 65 I ss UNIVERSAL BEAM CLAMP EXPANSION BOLT - EYE ROD CEILING FLANGE SIDE BEAM BRACKET K SHORT CLIP BRUNING 44-232 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET I / 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 B152- oq22_ JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLE 50E1 G rORT DENT / LbLin APPROVED FOR FABRICATION BY DESIGNER A 61401'614 DATE SHEET JOB NUMBER 1- 111 (- 1/4 "` } f� 4-1-T._ 2 • r 11 _J -10 • I 9 1 0 -7- s.0 - 1-10 1 -Io " -7-10 1 • I 14 I/4 1 -Ito 14- 14- '.2 11 r t. -(-10 1- - t-• -10 r- to . 5-1.n `• j 4 1 � 1 T =r tl U C.. tai v - i t El I -14 - 9-4 14 -1va 4 ► 4 310 k41o\ 9 h / Pr -' Y4 a_; i, I1)4 -19 1 f fit • I 1r -10 Ii r , •1 • I 9 ti - .-c _ 1 4,4 1./4 ry ilia. 1_41/4 .. r 1I b -I0 44 avl r 1-14 o 1Vd r-�-a• i ---i -1-tQ_ -to • s./1* I/1 -- 14,• ' ,441' r 1 1-W_1- 0 i-tp 4-14 ► 2 -to 9 1s. t t'/4 -1-117 �IS4 -10 tI-lo • 4-r f l0 3 1- 1. I - 1 • 1'/4s. • f 1 txTSTINCq />.6 NCWvtsv.. is L s.10 1 l2 4 ----1• - ! 110 4 it 0----- • ---_1 - 11/,f • .13-10 ii t 1 /4 gKk- Om- t� 1 10 • • It 2t.,:, D R.0 22" Dzov5 = I#N•-• 2-0 --ate 19" b A�l►L1r-1>� "✓fZ�� C A I C Lk I HT ° u\J c, I _ I II S t a 11 • ►td .• 14 -1-1'J • 0 - Q (.4. 3 r10 I 1`�1 1 .i N 1 •/4 T hY - 1 1J 1-I0 -414- 19-4 ♦ -j t I+tQ 7-'4 F 1%4 P T 110 _ icy. ' S - 4- 1- 114 4 1 1 • t'h t - I "- 1 ;-1 • t ti rloP4'3 r F:4 I • t i4 TUKWILA FIRE DEPARTMENT Please call: 575-4407 - and give this job - No. 9/ 62-24-7 and exact address for shut- down or restoration approval. FACTORY MUTUAL ENGINEERING ASSOCIATION x trtts.�i 11 SEATTLE DISTRICT OFFICE _ s�"ystlw,t E PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS IN TRANSMITTAL LETTER. - FM approval equipment shcWo ce usec Inc rhe installation should conform to FM recommendee Boa •jectices• rine• acceptant* a• this too 1s suojeet to field exam- ination and «:u onto green wne1' materials ano tests nave oeen certified using National Automat,.. aptink18. .10 sere ;Outlet .. sso.:rauOn Form 85 or equivalent A separate •orm should ae suomitter a disco reel fhus acceptance Is void if there are fluorescent mons „a other oust-..4+Ian5 nut_town, shown: on these prints. Lia• Witty Of the FM companies ra rrm.teo to their •nsurance policy coverages. Qevir wed by Vic.kcv Date 1�I �I Vh#204 f014 kk Afteddis foss Saks ACCEPTED "-AC WITHOUT COMMENTS. 0 AS NOTED IN RED -- 0 PER THE ATTACHED LETTER Thedrawings affixed hereto have been _ revieWel ani acceptei by the City of_ - Tukwila Fire De.)-L-Mditions, deletions or revisions to these -dr,twin3s after this require a rosubmittal of revised drawings. ent • CI tY OF TUKWILA c7)--3 HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS APPROVALS REQUIRED A MACHINE THREADED ROD PIPE - 0 - LET SYM MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP NO DATE BY COMMENTS COACH SCREW ROD SN SHAPED NIPPLE POWDER DRIVEN STUD UNIVERSAL BEAM CLAMP EXPANSION BOLT EYE ROD CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP 2 WAY EARTHQUAKE BRACE "L"- ROD BRUNING 44-232 TOTAL THIS SHEET IS2 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 JOB SITE PHONE 7 QUALITY CONTROL BY PROJECT TITLE eor- APPROVED FOR FABRICATION BY DESIGNER JOB NUMBER 4 c? 0" 1/4 - ID 1-R____ , I , • 4 _T741 0 4.4 Lt, - I -17 0/A GO/ -7 - 1 .4 c,,Lto I : , 144Q tLJ v-.4 i I .! '1/4.‘/Ir• 1.74 3- • 1/.4 6.• • 35. Cl ALS' 4: 4r 4- .tb4 -r4 t • irk + . ,1„17: -- -10 L. 41. 4/1.-.111 • •••2 oc) 6,1L.41/ i_i• I _LI) ri -t.tri t • / • 14_ I \ :11/1 ) 11/4 g 0 111 IC 114 Mt --e„.44 t;11-1- 114' ! ;iTh • ii , • H _,_ i.' :1 4- 4 —_-: , , , i I ! -CI- . .: 1.'44 ' 11,11- -A ,::1 i i . 11-10 t—t - + '1I' • i 1/4t LQ IL ___,_Th 1 -- 4 t14 : _ _ s.; • 14; • 4-1- f!!, %I/4 --t - t -t t. 1 it / t • 5r I .64;12, 110 1 N.- _______, 1---- 1,•,--7----„k_ : •_..11 ,_,_12 t --it ' i 47)4_ lo 1-40 IS : CI) — \i\ 02 il • , ' 1_•15j/41,--- ' I . I 14 !" - 11 I •I - Ft i . 3, _1 ‚p4 No :\ 1- Ili c • (-q - • FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS kr-te,1 IN TRANSMITTAL LETTER. FM approvao equipment ShOUICI ue usen no the mstatiation snook) conform to FM recornmenuet goo( -mactioes cceptance ,a, this 101348 subject to flew exam- ination arksi, ort ler. ttner matetiats anc iests nave been Certified uslni Nations. Autzsrldt., ar•rts,e -a. rue •ntrc, ASSOCiatIOn FOMI 85 or ectulvatent A separate arm snoutc sunmtit ibis acceptance is %ford it there are fluorescent mot: a pole/ •us snawn on these prints. Ll Mita, ot the I'M compan.es ts stmilec co wet, ,nsurance Policy Cover Reviewed bY /'We VLevs 41 SEP 2 7 191 J1t5Li1 ----- 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 QTY NO DATE BY COMMENTS COACH SCREW ROD SN SHAPED NIPPLE I f .5 izotnE i2-0.4"4 II - POWDER DRIVEN STUD UNIVERSAL BEAM CLAMP EXPANSION BOLT EYE ROD CEILING FLANGE SIDE BEAM BRACKET K SHORT CLIP 2 WAY EARTHQUAKE BRACE L "L" -ROD BRUNING 44-232 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 VI- (21--,1 7 E.. H IT (1—IA1\11 k, 1, tJ\ 11) • 01 .40 JOB SITE PHONE QUALITY CONTROL BY APPROVED FOR FABRICATION BY PROJECT TITLE OiiIN61 NRr- BL.IT 631O j4 LLNIC vQ. VA) ?I 1 DESIGNER DATE SHEET JOB NUMBER SYMBOL LEGEND • R DENOTES A SPRINKLER HEAD TO BE •RELOCATED. 0 A — 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's 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: ii,Pi APR 2 el 1997 J „f itIYc U1/2 FIRE DEPARTMENT. Mae at: 575.4407 bad give this job No. 97 5 1( 4 and exact address for shut* down or restoration a' N� Inc. Pa,, %eCechficateo LVei �' III nisSmith tZ 139107-288 HANGER LEGEND SPRINKLERS USED GENERAL NOTES > OESIGN AND NOTES jprrval. KEY PLAN NOT TO SCALE CONTRACT NAME BOEING 7-62-2 4.8'10 FORT DENT WAY TUKWILA, WA CONTRACT WITH GENERAL CONSTRUCTION I? O. BOX z`I506 SEATTLE, WA 98)Z9 OSO FILE 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. 1/Z” 155° CH R REC CHR D TOP BEAM CLAMP R WEDGE ANCHOR ©A SSP GEM/F97Z 1/2" 1550 CHR 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. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAM LET NO. 13. 4. pin HANGERS 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 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 REPRSENTA O '7, 7/ O.Sf>2 I. THIS T.I. DESIGNED IN ACCORDANCE WITH NFPA 13 ORDINAR`f HAZARD OCCUPANCY. 2. ALL NEW PIPE TO BE BLACK SCH.1O WITH 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 / /�_ — _ -- 7,4;/' — — // j ;—�// //' i—✓ i / - — / / // ,/// i/// \O// / / //- /� / // — ,c — — — r• ✓ — — - ✓ / — _ ✓ •••""_ -— --= 10 - - --_� /� / — — / — — _ .......0 -- ••=..... OM.. _ 20 1 8"xB"x8" TEE 11-8" GV 30 LF 8" DI BLIND FLANGE BLOCKING - PLACE LOCATION MARKER 1-8"x5" x6" T 1-6" GV I -5y4 „ • F LEY E ST PLA 30L 6" •I LOC NG I- 8"x8"R6" TEE _I-6" GV I -5k4 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 I-8"x8"x8" TAPPING TEES VALV •(PER STD PLAN W-71 1-8" GV (FLxMJ) LOCKING 1-2 METER (SEWER EXEMP FOR IRRIGATION W/ Lia,F1,5j0DPROVED BACKFLOW PREVENTION at r Ix2"x31 TZE 1-3" I -3"x 2" R PLO + KING E WET WELL =2 1' =16.13 21" CONC) IE=16.23 1_8"x2" TEE 5 L 2" 12 METER PER CITY STD'S •_ BLOCKING ex Fr -WATER- — IMEMI .1•11 — T ISS LF 8" DI 1— — CONNE �T T3 EX 3" \V,\T=:R — —IBG --- .1111 11=M1 " rn C C 0LF 12" DI 64LF 8" DI 48LIND 393 LF 8" PVC SCH 35 (MAIN EXTENTION)_ SS MH +I IO' SANITARY SEWER EASMENT sf). / G6 C / 4 LL 0 1- r 0 O 0 4 r EXISTING PROFILE CORE EX. WET WELL NO DEBRIS INTO DOWNSTREAM SYSTEM DURING CONSTRUCTION EX. WET WELL II I1 1 RIM EL. = 27.18 I.E. = 16.13 21" SW CONC. 0 03 N 0 4 v O W S.0.5% 393 - 8" PVC S = 0.5% SANITARY SEWER O M • N w PROPOSED PROFILE TYPEI 4 r y SeALE: HORZ. I" = 20' VERT. NTS StLANGE -I-12"xl2"xl2" TEE BLIND �FLANGE BLOCKING 83 L.F. 1- 81t12" REDUCER 1 SSMH s 1 RIM = 25.60 I.E. = 18.10 a-L1v --8IOCKIN6-----1 N strueo as Dearing u. dui ..•, "- liability tor pelwum has been exercised with respect toothat hazards which may fury or damage to property. It is recognized result in loss still exist. 1 89.011 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. 4 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. 'S 1'4. TED IN RED THE ATTACKED LETTER The drawings affixed hereto have been regi ri i accc.pte 1 by the City of TU:c.'/:17 )"i; ` 32;tA.J._':a( 313, deletions "- 1 z3 _aft .i "r this a l .I. - 9 will i3 .:,) - .f t;) ,.t -a ct'c;Olta�IJc-' Oi this dc DATE: 9 zf�!.......By: CITY OF TUKWILA 575 -44.0/ :.- OSiGII INC 615 MARKET STREET =- KIRKL4aN0. 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 t-1" ARM -OVER (VARIES) /--1 x'/% R.C. 309 13081 1/2" SSP TYPICAL ARMOVER STOP BEAM CLAMP W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER 1111asis, ritunial l 1111C1211Q 11111111,allEtiffil 4 ®� BOTTOM OF PAN DECK CEILING FLANGE W/ (2 1/4" X 1" TECH SCREWS ALL THREAD RCD HANGER RING-" HANGER K CEILING.' ` ■� E=l= .. l'illowlim, rm. num aning-i-Inswia IREM IfillE111111 ENS ill t�J n a i piva11 m f� 1"® Nim MK a , 11111111 II 1BIM .._ -4! 307 306 REVISIONS Weld starnpsmus be nspected before pipe is 1Ling. Do not paint piping prior to hydrostatic test approval. General Notes: 1. All new piping to be 1" Allied XL 2. Annoyers 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. i1 :7 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 ciiV standards. Acceptance is subject to errors and • • omissions which. do not author:ze.violations of adopted stanoaros and ordinances. The responsibility.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. FIRE SPRIN ER PLAN 1/8" —l'-0" 0= Existing sprinkler to remain g Plug existing ssp 1 0 = Relocated ssp 32 p= New ssp 5 Total I UKWILA t tRE Please ca and give and exec ;�,wn or u: 575-44a this job t address for shut, restoration approval, • 1 38 DATE DESCRIPTION BY A HANGERS BEAM CLAMP W/ RETAINING STRAP ABBREVIATIONS • • WATERFLOW INFORMATION SPRINKLER SYMBOLS. IRAPEZE • SIDE BEAM BRACKET C EYE SOCKET It u NUr & PLATE WASHER . s I= KWIK-BOLT F HDI •P O SAMMY SIDEWINDER li SAMMY SUPERSCREW COACH SCREW ROD CEILING FLANGE L U -HOOK 11.1 FI SHORT STRAP WALL BRACKET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO —0 -- ABOVE ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL • OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS. UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC XXX PSI RESIDUAL XX PSI .: GPM FLOWING XXXX GPM DATE & TIME • . XX/XX/XX PER: LOCATION: SYM MAKE MODEL ....TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY ANATTON1 OFFICE TT' 6840 FORT DENT WAY, SUITE #30 TUKWILA, WA 0PiS.TRUCTIOH', INC TOTAL SPRINKLERS THIS SHEET 'FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR:. JCR 7 KAREN O'FARRELL' 'PHONE:- 206-267.-6060 FAX 206-26776061 JUL 1:.1 2000 FIRE SPRINKLER PIPING PLAN. PERMIT NO: - JOB NO:. , S08-64 Tukwila Fire411i- . AUTHORITY: CITY OF TUKWILA DESIGNER: R. VILLYARD SCALE: , AS NOTED DATE: . JULY 2008 REVISED / / PLOTTED // FP 1 OF 1 LEGEND minrweil NINO INV IIMMINAINEL I■ ■_..NW' I■%�� w W v) W 1111I■E. ■I__■�d■ ■0MI II 1"1”1 wall II ■ III P� t.1■ _■I■ '_.� =■fid= �/���!� le II 111-61111.111"1.-- 1111111ww- REVISION SPRINKLER CHANGES PARTIAL REFLECTED CEILING PLAN 1/8"=1'-0" BY APPROVED DATE REVISION BY APPRO D DATE RBB REM 02.14.97 RBB REM 03.24.97 RBB 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 C59 0 DRAWN BY D. SPRINGER DATE (2D TUKWILA FIRE DEPARTMENT. Please call: 575.4407, and give this job No. 1 S S 7°V-1 and exact address for shut= down or restoration approval. FILE 5 SCALE LIGHT FIXTURE EMERGENCY LIGHTING EXIT SIGN DIFFUSER RETURN AIR GRILLE GENERAL NOTES EXTEN CEILING TO NEW WALLS. GRID AND TILE TO 8E 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. EP Without Comments AsNotedlnRed Per The Attached Letter Thee plans have been reviewed by The Tukwila Fire i Prev:;fltion Bureau for con ormzmce with current city rtcnda,ds. Acceptance is subjcrt to errors and miss ions which do not authorize violations of adopted rdinencGs. The responsibility the i y for I --- Additions, aud o, �� ii adequacy of resign rests totally with the designer. to these dra Ings after � �.�.., itrevisions ,ns c�::e.tions or , I�c�diG:. , ii" 'his date will void this acct:_,ptc;tl::t and VJili require a i, rtesubmittai of revised dra:'Ving s for. subsequent approval. o Final acceptance is subject to field test and inspection by 1 The Tukwila Fire Prevention Bureau. Date:tt o _fly: 0 5 KEY PLAN NO SCALE 10 15 20 1 /8"=1'-0" FEET 2A11 APPROVED BY DEPT. DATE J PETRI H SUBTITLE PARTIAL REFLECTED CEILING PLAN BE&C ENGINEERS LAST REVISION B 10.07 .98 SYMBOL DATE J. PETRICH CHECKED L. Woods APPROVED G. CU TL UM APPROVE M. BURLEY 5.6.91 TITLE BLDG. 7-68.2 FILE = 190B0102 ARCHITECTURAL MASTER COL BK = 07.10.92 TUKWILA NOV 2 SHEET A280 OF JOB NO. 91090 DWG NO. 7.68-2A280 2A280 BERLIENR/10.13.98/14:0* o t°\ U ("�� 1 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. 0 D P er ; Letter -sn plans ha"e tern , .rig:-..eij r;,, The Tukwila Fire er+tion P r: �,.+ r ;�r current City - , adai ds. rors and si0ns vs/HO') (10 r'',L ^,I:,o ns of adopted .dards ano .. d ^-. nr Tr,r_ -e,:; 3t,rsi.;;li y for the -r v ;�E�, t �uacy «i a7�.s� + . F: �_: Gc;t�+i rhe ��, e dF;-igrer. �,tior�s, deltic; :r� c a o .. Esc (.irawings after ;1- s date wilt vo'd tn`s ceptance ano roii require a resubmittal of revisec 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 r m SDDEACON S.D. Deacon Corp. of Washington 1745 114TH Avenue S.E., Suite 120 Bellevue, WA 98005 SK # PROPOSED weesaeox ME ALARM MAVENS DATE: 12/16/03 g a HI SYMBOL LEGEND c) ri c) 55 2818 -PL 276B-1110 i; 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 r m SDDEACON S.D. Deacon Corp. of Washington 1745 114TH Avenue S.E., Suite 120 Bellevue, WA 98005 SK # PROPOSED weesaeox ME ALARM MAVENS DATE: 12/16/03 LEAD APRON KAKDER'N' LEAP APRON WIDER "N' APRON AGER yr LEAD APRON KANDER IC APRON HANGER 1r r --k / \ C,AT NOOK'DA' commis a o I I r -1COAT HOOK / \ DISPENSERS I a 0 1 r -1COAT HOOK %V / ADJ.KEYIOARD TRAY •P. SOAP DNP. -To Mew BPS �ODOM If DR'S. PRIVATE OFFICE ADD AY IY$ D LAUNDRY MODELS & STORAGE ORM NAR '£' T.P. DISP "C - -P.T.DISP.R- -.SOAP DRIP. T. DISP. w P.T. DISP.7' SOAP DINP. BUS/NESS OFFICE STAFF LOUNGE ADJ. KEYBOARD 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. ADJ.KEYSOARD TRAY P Final acceptance is subject to fP=1d test and fns The Tukwila Fire Prevention Bu -a ate: 7/1-0/0 B I uKWILA FIRE DEPARTIVItAll Please call: 575-4407 and give this job No.© — F /5-3 and eiact addressfor shut' down or restoration approval. STRIP TILE & CARPET. OVER PAD D IFFERENCE IN HIpNT OF MATERIALS EMID Jut P 9 2004 CAI FAD 4 AREA OF WORK 5T.:IR5 L INTERCEPT INTERCEPT EASING EASING CIRCUITCIRQpT 1 =MEW I WIMP= EGINPMENT LEGEND MX EMIR DFSC121PTION 00 5 --- HORNSTROBE (EXISTING DEVICES RELOCATED) CD 4 9A0KE DETECTOR (EXISTING DEVICES RELOCATED) A 18�� CONDUCTOR TPLP' JACKETED CABLE 8 14 AWG, 2 CONDUCTOR TPLP' JACKETED CABLE 6EGKBOX 4 SQUARE x 1-7/8' DEEP 4 SQUARE x 1-7/8' DEEP 0 INTERCEPT EXISTING CIRCUIT a MEN5 1) 1S TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2) WIRRJG 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 INDOOR 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 MIH THE FOLLONNG: 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 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 bjeFt field test and in e Prevnn Bureau. 572- �I fUKWILA FIRE DEPARTM Please call: 575-4407 and give this job No. E and exact address for shut, down or restoration appro fez FIRE ALARM PLAN - SECOND FLOOR SCALE: 1/8' - 1'-0' NOV - 41002 F 1 L E1oo7. FIRE COM NW LLC V/////////////// /l//////// 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 • AREA OF WORK CONFERENCE 1302 OPEN WORK AREA 303 OFFICE 304 OFFICE 1 305 EXISTING DEMISING PARTITION f2ECEPTION 30! 7\7' 6 0-26 OPEN WORK AREA 312 --o 0 OPEN WORK AREA 3061 II— CLOSET 311 INTERCEPT EXISTING CIRCUIT r -26 0-26 Q 310 309 SERVER COPY/WORK AREA 308 BREAK/ STORAGE El L 301 ( FIRE ALARM PLAN - 3RD FLOOR / SCALE: 1/8"=1'-0" OTI NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must he presented to the Inspector prior to commendanent of Acceptance Testing . any Fire Alarm and Detection Syste a:.,<.. Failure of test will result in $40 Re - Inspection Fee and termination or testing. EQUIPMENT LEGEND QI( FARTS Da 2 -- D 3 (UKWILA FIRE JEPAk1MIENT Please call: 575-4407 and give this job No. d`/ -f//' 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 DACKBOX 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 [J 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 t ,r the adequacy of design rests totally with the Additions, deletions or revisions try these this date will void this,acceptance and vrii; re : resubmittal of revised drawings tor subse u�.n Final acceptance is subject to field test and il'Is The Tukwija F,ire Prevention Bureau. z Date: C = "' By: S(C7 FIRE COM NW L. PO Box 3932 Seattle WA 96124-3932 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 4 1 d 1 AREA OF WORK 11041 RECEFTICN .aREa 100 1 B -° CONF. I0E Eft TO PS ci—' BRE.aK ROOM 113 ArLE— (F ) EOL^ a g E 1 FIRST FLOOR I l ELE'. M CH. RI'^ O-rFICE �a 1 8 nni EOL TR �ININCx ROor-1 C 105 1 OFFICE 1 110 OFFICE DOE -1 dE CF OPENING-iBC.'E D> FIRE ALARM PLAN - FIRST FLOOR SCALE: 3/32"-1'-0" PS FACP I � FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND $M1M ACE QUANTITY PART NUMBER CEICIP1ICN BACKBOX ®G 4 P1224MC HORN STROBE X 1-7/8" 4 SQUAREDEEP ® 3 S1224MC STROBE 4 SQUARE X 1-7/8" DEEP ® 1 5495 SIGNAL EXPANDER POWER SUPPLY INCLUDED WIRE LEGEND TYPE DESORPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLES 8 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLEI C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 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 DATE 10/19/05 PROJECT NAME: DRAM: CEA GLOBAL ONE LENDING - Fort Dent Office Bldg. II CHECKED: JD 6840 Fort Dent Way -1st Floor Tukwila, WA 98188 APPROVED 8Y: JD SHEET 8TLE: SCALE: 3/32-•1'-0" FIRE ALARM PLAN NO. DATE REVISION BY JOB NUMBER: 05-168 FA -1 of / 1 iuKWILA FIRE DEi-VAR Please call: 575-4407 and give this job No. 0C--F-z.-z. Y 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 These i. ; = plans have been reviewed by The Tu4cwila Fire Prevention Bureau for conformance w;t:, c,..:. --,(it citv .:.iandards. Acceptance is su.:iject to missions which do notf,..-.,uthorize violaudo. ndards and ordinantes. Th respon(,...1-,H,- for ':-,,-3 1e,quacy of dasion res1.5 tctally Mtti ill tic'c,i4r-cr. Aditions, (klotions or !' ./isions rt.) thesri, ncrr,f,ving after oris date will void this acceptance 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 TELCO LINE RJ31X CONN BLOCK RJ31X CONN BLOCK RISER DIAGRAM POWER SUPPLY FACP FOCUS 200 120 VAC ANN I_Att/— FI NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must b 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 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 ytdequacy _of design Tests totar+y with the designer. dditions,,de :tions or revisions it these drawings dim nis 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 OV 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: — 11/26/03 Scale AS—SHOWN Sheet ADT -1 Without Comments As Noted in Red 0 Per The Attached Letter These plans have bPen 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!at crs of adopted andards and ordinances. The responsibility for the -1equacy of design rests totally with tree designer. idit+bns, deletions or revisions to nese drawings after is date will void this acceptance and w i require a usubmittai of revises d awings for subsequent approval. 'anal acceptance is subject to field test and inspection by ne Tukwila Fire Prevention Bureau. fate: 7-/a -I)- 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. ae"td exact address for shut- down hutdown or restoration approval, TO EXISTING POWER SUPPLY --� '- 1. Nf 1: sA / % / 7 f / / 7 / i / f 15 cd �_'�•- - / 15 cd 472 -H ---7),I177_7_7/777/4 /7ZI1I27777����j - 1 17777727 15 ed 777777!7 FIRE HOSE s77 7777771 ✓'is — 7/7777777/777717� /777177777777777`Z_77171Z 7/ "!�„ vH J.�,Z;�,7d-7777 r!u!G!l177r!lrelr/�Il%T llrl r<r�ee r_erlrrare er '7!` lI AREA OF WORK 7 _ / `; 15cd 7 = / 7777J77d-7277Z7777J77Z77777 - %77L277/ i/ cd 177j 15cd'l7/ _ f / 7 THIRD FLOOR PLAN 1!8" i NORTH WLiC} FIRE COM NW Fire Com NW PO Box 23700 Federal Way, WA 98093 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 h I I 1 > 7 <E W CO CO rl I.D 7 L,l Q CY IL C 1� N ) <I C n I V) DATES: SUBMITTAL REVISION: 07/03/2012 PAID JUL 10 2012 TUKWILA FIRE <<1'- SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -1 Equipment Legend Symbol Quantity Part Number Description Back Box 1 -- EXISTING FIRE ALARM CONTROL Included 7 CO 1 5495 EXISTING FIRE ALARM POWER SUPPLY Included P 13 SR STROBE 4' Square ‹E 5 PC2R CEILING MOUNT HORN STROBE 4' Square 0 6 SCR CEILING MOUNT STROBE 4' Square WIRE LEGEND A— 18 GAUGE 2 3— 14 GAUGE 2 C— 18 GAUGE 4 D— 14 GAUGE 4 C-NDUCT❑ C❑\DUCT❑ CONDUCT❑ CONDUCT❑ LEGENDS not t 'EPSP' '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 sc Device Description 5495 Unused Battery Calculation Worksheet fall currents stated In mA) 8 of Devices System Devices mA Draw each Stand By Alarm 75 0 175 0 Total mA Draw Stand By 75 0 Alarm 175 0 _ - Total System Current 75 175 Initiation Devices / Auxiliary Devices Unused 0 0 0 Device Totals 0 0 SCR @ 15cd - PC2R 15cd Unused Unused Unused Unused Unused Notification Appliances (IIsi ail) Circuit 1 (EX STING) 0 - 0 fl 0 - 0 0 - 0 66 69 0 0 0 - 0 0 0 0 o 0 0 - 0 0 528 207 - 0 0 0 0 SR Q 15cd PC2R 115cd . -_ PC2R @ 75cd PC2R c 30cd SCR (RQ 30cd - Unused Unused Circuit 2 (NEW) t3". ` 0 0 0 o 0 66 210 157 97 94 0_ 0 0 0 0 - -_ 0- 0-. 0 858 21 0 471 97 - 564 0-- 0 Circuit2 Total* �, ::_,_ 24 2200 Unused Circuit 3 0 0 0 0 CNcult 3 Tatab Circuit 4 Unused 0 0 0 Circuit 4 Totals 0 0 Notification Appliances Total Current 0 2935 Circuit 41 Length 250 Voltage n Worksh Amp Draw Wire Gauge Loss per 100' 0.735 14 0,37 Voltage Drop Voltage Drop Voltage at EOL % 0.93 23.07 3.8646 Circuit 82 Length 265 Voltage Drop Amp Draw Wire Gauge Loss per 100' Voltage Drop 'Voltage at EOL % 2.2 - 14 1.11 2.94 21.06 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 'c) BATTERY CALCULATIONS face TO DEDICATED UNSWITCHED 120VAC POWER FACP J (-)2(-6--)2(-d--)2( M M -M -M P \4 ,RISER DIAGRAM -c FIRE COM NW Fire Com NW PO Box 23700 Federal Way, WA 98093 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 1 ‹E M 3 7 CO CMj V 7 III Q 12 CE i ‹E I � O v V ) CO 0 V DATES: SUBMITTAL REVISI❑N: 07/03/2012 SHEET SHEET TITLE FIRE ALARM PLAN NUMBER FA -2 0 Con: '. e lt$ / s�C As,v:'w t Red (+0 ie: The ie AtS.0 e ."y;J Letter T hese plans have been re;iewe.=� by; m;e Tukwila Fire Rrevention Buren_ for __ t n L .:r" current Gtr{ standards. Ac _ _ e��,�;�. . rro;s and omis.;-XIS of adopted . an ards and for the c ��. Y. v `finer. adequacy of y .....__ __- Add:t or . tc ;i av . ai nwIngs after this dace wi;1 w I rwuire a -resudrra.tai of ,L_°° .,zr iYr g.< : ��r,t approval. Final acceptance is 1j -ct to f eui rc . and inspection by Tukwila 1 ukwila Fire Prr yrs:s' I f)3.s3u. 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 'KWILA FIRE DEPARTMENT tf ii��l 1 FIRE Please call 206-575-444)7 and give this Fire Permit No. 13 -F -1st and exact address for shut- down or restoration approval. LOCATING 'XISTING ENT KNI T FACP &/SMOKE ROM DEMpED ROOM NEW ELECTRICAL R 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' SI. qire Sacc Corr!ex 30 FT. CLG. HT. 55 cd 75 cd - 30'x30' 115 cd=40'x40' 150 cd - 50'x50' S'i51st St tFy I:...rnewoa R Suites ;v y H±t`�ra Ser,ItIe-Tli co -r k,. Ai7p(lrl{Tukv(iii FIRE ALARM PLAN SCALE: 1/8" = 1'-0" r St._... Fax: 425-881-3030 King GHousing 14 rl,�nl+ rm1...h 3 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 GAMEWELUFCI 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 ED ;..it Cr- irr?flt3 1 Li Letter Thee tri3 - ' `I'�. °wed by The Tukwila Fire Prc°-E -,..,, .e with current City to errors and --=t,,Ze violations of adopted s .. • : ;..�r• . e resoonsibiiity for the a ,,. r,r, : ° �vith the designer. r .,tom '=:, . > - = ois to these drawings after r -._ �n and will require a for subsequent approval. uk. Ura', �, ' _ zo ;led test and Inspection by The T UKV-•'iki siui eau. TO NAC CKT. IN FSE PANEL, TYP. HORN/STROBE 25Vrms HORN/STROBE (-) (+) (+) 1B, TYP. STROBE 25Vrms STROBE (-) (+) (+) 9 ® HORN/STROBE & STROBE WIRING DETIAL SCALE: N.T.S. 4.7K EOL RESISTOR FIRE ONE, INC. NEW PANEL • BA ERY CALCULATIONS DEVICE QTY STANDBY TOTAL STANDBY TOTAL ALARM GFPS-9 0.075 0.205 0.075 0.205 NOTIFICATION CIRCUITS NAC CKT. # OHM KFr. NAC CKT. # 1 - S5 3,07 NAC CKT. # 2 - S6 3.07 NAC CKT. # 3 - S7 3.07 NAC CKT. # 4 - S8 3.07 AUX POWER cKT 3.07 STANDBY 1 ALARM 0.000 0.000 0.000 0.000 0.000 0.604 0,000 0.000 0.000 0.000 WIRE LENGTH 1TOTAL OHM VD IN CIRCUIT EOL VOLTS VD°% 123 0 0 0 0 0.76 0.00 0.00 0.00 0.00 0.46 0.00 0.00 0.08 0.00 23.54 24.00 24.00 24.00 24.00 2.2% 0.0% 0.0% 0.0% 0.0% TOTAL SYSTEM STANDBY 24 HOUR STANDBY TOTAL STANDBY + ALARM 1.867 ADD 20% DERATING 2.241 TOTAL AMP HOUR TO BE USED 0.075 1.800 0.809 TOTAL SYSTEM ALARM 0.067 5 MIN. ALARM 7.0 AH BATTERY CALCULATIONS SCALE: N.T.S. j SILA SOLUTIONS GROUP SITE TUKWILA +vatzt / Fire Perm No. and ? x z-dta shut- down 3 . a:s i approval. r -NE 1 AREA OF WORK 1 1 1 1 11 1 -...-...■ DECK ® ® N ® ® ® MINN FORT DENT TWO 6840 FORT DENT WAY STE 375 TUKWILA, WA 98155 z r, King County Sault Treatment Plant Solutiarts,Gtoup er Mineral Family Fun Center & a , Bullwinkle's Restaurant S 153rd St Tukwila Park Tuk'.` iI i'kr4y CONFERENCE CONFERENCE VICINITY MAP SCALE: N.T.S. S1-2 75cd OFFICE FILE cop? S1-3 75cd RELOCATE TO NEW HALL -1 BREAK ROOM STORAGE EXISTING 15cd ;.KITCHEN/COFFEE .: _77. f:722s :=2",L27_11.111111- =II MN TO NEW SIGNAL EXPANDER CIRCUIT #1 MOUNT NEW FSE W/ EXISTING FSE. -IF NOT THIS LOCATION, -MUST MOUNT WITH EXISTING FSE EXPANDER PANELS FSE ( STRICTLCONNECTIONST TEL./ "ELEC. EOL 4.7K .604A TOTAL CKT CURRENT 9 tit S1-4 B 30cd WOMEN ELEV. LOBBY Q.F. -77 ,Ze,YreMMPSVKArirerkerPIONAKK/K49,;" ® ® O MN FIRE HOSE GAMEWELLJFCI p MODEL GFPS9' S1-1 75cd S1-4 75cd S1-1 75cd S1-4 30cd NAC -1 176mA NAC -2 NAC -3 IN TRIGGER FROM FACP INP 1 NAC -4 10 120 VAC (DEDICATED CKT ) #14/2 RISER DIAGRAM SCALE: NOT TO SCALE 158mA 176mA EOL 4.7K .604A TOTAL CKT CURRENT 94mA 123' LENGTH SPARE CKT SPARE CKT SPARE CKT 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 1/8" =1'-0" 0 5' 10' 20' 30' NORTiAoD OCT -72015 TI IKWII A FIR.= z 0 w cc PERMIT SUBMITTAL 0 z w 0 0 0 ✓ CO • N O O V) N- 19 to1. CO 0 N COr) di O. O N CO r co N 0 •ceQ Z J t• Y Q W CONTRACTOR: Ci 2 W co m 9 0a or LL as PROPERTY: a 0 (7) z 0 0 FORT DENT TWO 6840 FORT DENT WAY STE 375 TUKWILA, WA 98155 Z 0_ 0 CONTRACT IS W/: BILL DODSON co 0) 0 M CO O MN LL . W m Q Z Z I- I- UU I- • H Z Z O 0 00 APPROVED BY : PC DRAWN BY: TE DATE: 10/06/15 JOB# 131142 DWG. NO. : FA -01 architects linardic design group . _ architects 1319 dexter ave. n. _- suite 26 Seattle, wash. (206)283-47 • t 127'-0" VERIFY 15'-0" VERIFY 45'-0" VERIFY NOT Pt/PUSHED. 'ALL I I4TS RFD. 'THE' mow ORAWINOS AND S'W 1CATIONS. AND /WAS. DfSION1, AND ANRANorl1ENTS REPRESENTED THERM' ARE AUD ,_ - SHALL AITHE PROPE TY OF T11E ARCHf1ECT. NO PARTREMN THEREOF SHAL.L BE REPRODUCED. COPtD. - ADAPTED. DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD. PUBLISHED OR OTHERWISE USED WITHOUT "v. "v. . PRIOR WRITTEN COHSENT OF AND APPROPRATE - ` • COMPENSATION to THE ma-incr. vISUAL Co TCT ' WITH THE ANNE DRAWINGS OR SPECIFICATIONS SHAU. . s,. CONSTITUTE CONCLUSIVE EVIDENCE- OF ALCEPTANCE a . Of THESE RESTRICTIONS. f�- CONFERENCE pi&NET DRAWINGS B't OTHERS (TYP) ---j ttL '<<7 DATA ANPri �. ! OFFICE (1021 OFFICE OF1 ICE ;,.1 consultants : - 15" CARPET - BOflDER - EQUAL IC ATE b OFFICE - ALIGN NEW WALL W/MIMO WALL CO ITS, CRY DOORS 10 REVISED + - MIN REQ x� _ CABIt:Et DRAWINGS aY OTHERS (TVP) LOBBY RELOCAT ro 4-2" CABINET DRAWINGS BY OTHERS (TVP) St4?" "+42:+4-Z, SPRINKLER RM STORAGE fit 1071 7•-a" HIGH OFFICE 1108; OFFICE OFFICE - OFFICE CLOSET WALL COV #2 CORRIDOR RELOCATE EXISTING FIRE SIREN AND EMERGENCY LIGHTS 10 WALL OPPOSITE ELEVATORS ALIG`{ NEVI WALL WITH AUGN NEW WALL WITH i MULLION t— L --VINYL FLK. ICt( NU( 4i ALL v!c Y.1571.71 - SWITCH FOR WIPER CABINET FLUORESCENT FIXTURE IJN:IER COUt4 ER DISHWASHER FTA' tC STA.:N' FSS SWITCH FOR ISPOSAC ALIGN VINYL W/WALL - RE.MJ.t EXISTING VIAL: ALIGN NEW 'HALL WF7 AND DOOR E_':(ISfitNC SEF DRAWINGS BY OTHERS FOR PLACEMENT* OF ACCESS HOLE FOR COMPUTER CABELING CABINET DRAWINGS BY OTHERS (TVP) - - CABINET _ DRAWINGS Y_- HER IFFICE O FFI C :CRR Fr 1:1-1 - ALL CO's #2 - CIrCuit- !L.te is rz111-10 d'Vivc FAG arke -----`- � - AU+ G ND, .'. .'. AL L �yF 1 EAISTING TO Exi.lfiir2, 111iPL! Roil Horn CerrU i 1 - COLD`1v Vt/e4-r Fix' Con ie fen rC (Zoo /11 ONE NOVR--RATED CORRIDOR project title: 1. ALL FINISHES 10 BE BUILDING STANDARD. SEE LEASE AND VERIFY WITH 0ANER OR TENANT - 2. USE EXISTING ELECTRICAL/PHONE OUTLETS S - - - EYEER10R 'A'ALLS WHLRE POSSIBLE - - - 1_ ELECTRICAL ANC UECHANICAL UNDER SEPERATE PERMR 4. SEE DRAWINGS BY OTHERS FOR SPECIFACATIONS ON BUILT 5. SEE DRAWINCS BY OTHERS FOR CEILING DETAILS Al ROCIJS •100 AND 101 IN FIXTURES 35'-6" VERIFY ca INSTALL 120V.. 15AAIP. DUPLEX RECEPTACLE. - - per IN51ALL 120Y.. 15 ANP DEDICATED DUPLEX RECEPTACLE - - -- vo INSTALL 120V., 15AUP. DUPLEX RECEPTACLE. W(TH 11VER - Q 1-B0X - - - I# INSTALL 120Y.. 15ALIP. FOUR-PLEX RECEPTACLE. - SUt4# - INS1A1.1 120V.,- ISANP FOURPLEX SURGE PROTECTED RECEPTACLE 4 - INSTALL PHONE JACK - - �• WAU. DATA OUTLET - - - ♦41 INDICATES HEIGHT OF OUTLET A.F.F. - - - - 4 E - - EYISTL'iG ELECTRICAL AND PHONE - Q 3'-O" X FULL HT. BUILDNG STANDARDS DOORS a 6'-0" X 7'-0" BUILDING STANDARD DOORS QQ RE—LITE DIM X FULL HT BLDG. STD. (R -' ONE 7o nn "20 WIN LABEL DOOR. AND TCINDO'X ASSEMBLY cra=c,x3:1 " NEW WALL: - 5J8" CWB OVER 3.5 N.S. 4,16" O.C. -. w/ R-11 BAT INSULATION - - - sheet title: HOUR GLASS) EQUIPMENT SCHEDULE. mem. PART NO. DESCRIPTION MOUNTING Fn FI © p ® - - - O - 0 0 D C,x-eZ-1 �J 1?c o P - M 3 71303U MANUAL PULL STATION S Q s'6- A.F.F. 04S -Dur HORN/STROBE 4'50. ?Oil' A.F.F. 1451 ION OECIECTOR .' OCT. COUR° 7330U -P NEAT DETECTOR 135' RR .- OCT. coy..3 BY OTHERS DUCT WOKE DETECTOR CONNECTION ONLY SY OTHERS FLOW SWITCH COIRNEC-RON ONLY ' EY OTHERS TAMPER Sw1TO1 CONNECTION O&Y 0664SC RELAY ENaOAIRE .e6,14 • SURFACE e, 1022: •-063 WRI-HORN/STROBE r I �r.l. C�J an 1- r W4' FIRE ALARM CONTROL FLU94 MOUNT Y Alf. BY OTIKRS POST PARCATII.O VALVE CONNL CONNECTION OY BY OTHERS MAGNETIC POOR HOLDER S. p- FROM DR. TOP FAL SAFE EIECTR1C LOOK TO FRAME LOCATION • iEAfris r,,P,4-u ACCEPTED SWITHOUT COMMENTS. AS NOTED IN RED - 0 PER THE ATTACHED LETTER - The drawings affixed hereto have been reviewed and accepted by the City off 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 CITY OF TUKWILA 575-4407 -- TUKWILA FIRE DEPARTMEWT - Please call: 575-4407 and give this job - - r . o72 and exact address for shut.~ down or restoration approval. Ig93 . Ml..0 LLCM A - OCA PULLS, WOE. ETC- 12-11 .Ki FIRE- ALARM SYSTEM - F0 r1-. i.7t-r/7 2f - A-, A0.- T/larl 3719! a,...". T11 B - NORMS- p -ie MK Services ' C - ►AR RUT COW- r! -H ME Q...,, .Inc. _ II - BAC DOORS- Erle RRE - PAGE 1 - - - E - ffVATOR 9RJ1 DORM- /3'u MIE S..is r- r - FAA SKI OIcnec WOK R -H ORE -- - 4Oa . ACCEPTED SWITHOUT COMMENTS. AS NOTED IN RED - 0 PER THE ATTACHED LETTER - The drawings affixed hereto have been reviewed and accepted by the City off 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 CITY OF TUKWILA 575-4407 -- TUKWILA FIRE DEPARTMEWT - Please call: 575-4407 and give this job - - r . o72 and exact address for shut.~ down or restoration approval. Ig93 . FIRE- ALARM SYSTEM - F0 r1-. i.7t-r/7 2f - A-, A0.- T/larl 3719! a,...". T11 Services ' :,Secure Q...,, .Inc. _ PAGE 1 - - - S..is r- -- - 4Oa . Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER MODEL QUANTITY UL FM `4� 9 AMP NAC POWER SUPPLY WISYNC SILENT KNIGHT 5499 5499 1 V,'C4 O4QO •5/1?4p6 e4� 1 4�`!� /4 BJP '• "y-(`� 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 0 L -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 `4� 5499 Panel Equipment O #.14- QO��a ~<,�w/o�� Py . O '•: 20.4V V,'C4 O4QO •5/1?4p6 e4� 1 4�`!� /4 BJP '• "y-(`� 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 `4� 5499 Panel O #.14- QO��a ~<,�w/o�� Py . O '•: 20.4V V,'C4 O4QO •5/1?4p6 e4� 1 4�`!� /4 BJP '• "y-(`� 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) ffi ffi 421'-0 935.0000mA 0 Total Current: 935.0000mA (Total VDrop Percent:8.44%) Total Voltage Drop : 1.7218V 15CD 15CD \ / \ / 95CD 15CD 15CD \ / \ / 14/2 ® ♦ 111111111111111110.111 ♦ ® ♦ ® ♦ ® ♦ 1111111111111111111111211 ♦ ® ♦ ® ♦ 1111111111111112111111111 ♦ 21111111121111111111111 ♦ ® ♦ ® ♦ ® ♦ ® ♦ ® ♦ ® ♦ WIRING DIAGRAM ACC. 1M, Without Comments ❑ As Noted in Red ❑ Per The Attachui Letter 1-1-1gae plans have '�ntlon Buren ;dards. Acte`._ . ds?Dns which r .. idards and 0'-- is �.ILacy I dCSF- =;ops. date 41=i' VC -t' esubrnieta , ,E - :r -c'. Final acceot - The Tukvvii -, 6 . Date:5 "1 `1 -v ewes by The Tukwila Fire Irformance vsiitr. current City subject to e -,-ors and t;',or+ze violationss of adopted The resoonsib''.iity for the ta4;� with ci :_ .designer. alsians to the drawings after �eptance and wi€i require a V1n(ar for sublegient approval 30CD • :i. field test and inspection by • - ureau. e e:.I sy c-11 down cc: 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 hiKt ALAKM b TS 1 tM UI'tKA I IUNAL BiIA I KIA 6840 FORT DENT WAY, SUITE 225 206 FRONTAGE ROAD NORTH, STE TUKWILA, WA 98188 ALARM TROUBLE SUPERVISORY MISCELLANEOUS CAUSE `4� 0O Q J��p`��Q Ja0 y / �F%yJP�' �p�/Op S P P P44; 0���v�' P P P/PFJ Q`O'�`�O'0O ///• X---, �y O�4 !. ��.� y4100 I® O #.14- QO��a ~<,�w/o�� Py . O '•: QyP< �O O>fA)--r V,'C4 O4QO •5/1?4p6 e4� 1 4�`!� /4 BJP '• "y-(`� REMARKS SMOKE I HEAT DETECTORS ffi 4) ffi MANUAL PULL STATION ffi 4) $ $ SYSTEM RESET SIGNAL SILENCE Iffi AC POWER FAILURE FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 1 I ffi ffi 0 TAMPER SWITCHES $i € 8 ` 0 ffi _ WATERFLOW SWITCH 0 ACC. 1M, Without Comments ❑ As Noted in Red ❑ Per The Attachui Letter 1-1-1gae plans have '�ntlon Buren ;dards. Acte`._ . ds?Dns which r .. idards and 0'-- is �.ILacy I dCSF- =;ops. date 41=i' VC -t' esubrnieta , ,E - :r -c'. Final acceot - The Tukvvii -, 6 . Date:5 "1 `1 -v ewes by The Tukwila Fire Irformance vsiitr. current City subject to e -,-ors and t;',or+ze violationss of adopted The resoonsib''.iity for the ta4;� with ci :_ .designer. alsians to the drawings after �eptance and wi€i require a V1n(ar for sublegient approval 30CD • :i. field test and inspection by • - ureau. e e:.I sy c-11 down cc: 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: - 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=205(20' 30cd=20x20' 75cd=20x20' 30 ed = 30130' 75 cd = 30x30' 95 ed = 30130' 75 cd = 40x40' 95 cd = 40x40' 110 cd = 407(40' 95cd=505c50' 110cd=50)(50' 115 cd =505(50' WORK AREA Univers ty Cf Phoenix 40 Fort Dent Way Hr Y Mrrr d.an Vnliey Lai) VICINITY MAP SCALE: N.T.S. PAID Soy .. TUKWILA FIRE ; ok-- vueh WEI Fax: (253) 735-0113 WA ECL# FIRESW c) >- m U 3 2 N 0 N w W cc ISSUED_FOR_REVIEW 0 NEW DEVICE COUNT 0 ar 0 0 0 0 0 0 0 co 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 0 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 w. WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS N 0 2 47 PACIFIC DENTAL FIRE ALARM PLAN co 1r) 1L W 0 z >- u) Wco CO• 0) J t V m -I H d 8 0 - C/) u7 CV cV W F- 5 co } 42 J?.00 00 T .ZLu Cu LU Q LL 3zUo o a (0 1 - 0) N 01 W a D O 11 W J 0 0 ON-SITE CONTACT: BILLY SHADRIN 206.2989 1- W W 0 OUTSIDE DECK STORAGE OUTSIDE DECK SIG1.11 75CD BREAK RM' II / SIG1.101 /a I 15CD i SIG1.12 75CD EOL 4.7K C) SIG1.9 15CD ■ rti CONFERENCE SIG1.6 95CD 1 • / SIG1.8 11 SIG1.7 \C)/ /©\ 15CD ! 15CD /�\ j 1 OFFICE OFFICE UP DN ; • / SIG1.5 o• 15CD • -7 U RECEPTION TO FACP SIG1.1 30CD '1..1 OFFICE SIGN \o/ 15CD / • SIG1.3 H 15CD CONFERENCE TELECOM - STORAGE OFFICE PACIFIC DENTAL SUITE 225 FIRE ALARM PLAN MIN SppC1LE: 4' 1t8'-�• 1P'.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 a 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 al= 200[20' 30 ed. 205x20' 75 cd = 20'320' 30cd=30'x30' 75cd=30'x30' 95cd=30'x30' 75 cd = 40'x40' 95 cd = 40'x40' 110 cd = 40540' 95 cd = 50x50' 110 ed = 50550' 115 al. 50'x50' WORK AREA 11;s1...ranoe Lorldo , VICINITY MAP SCALE: N.T.S. aRhN:orks Lirgent Care Linn,er ty of Pf= 6840 Fort Dent Way r=dan Valley Lab -3 w Zim Fax: (253) 735-0113 m C/) LI.1 L- J C.) LCC x c.> co w a N 473 N Z 0 N ce W ISSUED_FOR_REVIEW 0 z NEW DEVICE COUNT a 0 a 0 x N D= W 1- x W 1 - us 1- x W F 0 w ce W F - x W 1-- x W F J W 0 0 a 0 N a a MS -7 SERIES J a a LL a x u_ SYSTEM SENSOR SYSTEM SENSOR w 0. a CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL F u PULL STATION SMOKE SENSORS HEAT SENSORS O PACIFIC DENTAL FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 N a 1- 0 W a W < 0 0 co 1- W W a> 0 v 1- 0 0) 0 LL! 0) 0 Ta3 Ccs ns 0) u- c 0 U U m a. Ill -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 W 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 II Authority having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Total Standby Alarm Total Alarm SMOKE IHEATDETECTORS__ MANUAL PULL STATION SYSTEMRESET 5496 Panel Equipment ._._._ 20.4V _ 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 IM=111111111111111111111111 o 15CD 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 1 M 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 SMOKE IHEATDETECTORS__ MANUAL PULL STATION SYSTEMRESET 5496 Panel ._._._ 20.4V _ 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 SMOKE IHEATDETECTORS__ MANUAL PULL STATION SYSTEMRESET 5496 Panel ._._._ 20.4V _ 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 • / • / • 4 4 • • 4 53 / • J WIRING DIAGRAM FIRE ALARM SYSTEM OPERATIONAL MATRIX SITE CONTACT: WHITMORE LAW DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. ALARM TROUBLE I SUPERVISORY MISCELLANEOUS_ TUKWILA, WA 98188 /.A' '� i � ,,' �,'Q �, Fy toy y N'''-4` 'y 4 „ � Q -.64-/e• t<, to c'e/co��O /4t QC - 4,- ti, , «, t44 �O y� /.:A -A--.4 «, "_ j. / 6~a-, JP QOJ �yO�/�0� J4 J J �'� �i��4p4 Q`' CAUSE QyQ' P/4• •`` 4. S 4/4o AV 4:)/4* / / REMARKS PHONE: (253) 833-1248 SMOKE IHEATDETECTORS__ MANUAL PULL STATION SYSTEMRESET FAX: (253) 735-0113 ._._._ _. _ __ _ 4l 9 ( j_?. ---------------....______._._.__..._--------------- -...._.____._.-----_-_._ - - ---_.---------------.. .--- _---.-__._________-..__.__-_ SIGNAL SILENCE AC POWER FAILURE_ FIRE ALARM TROUBLE (OPEN, _ SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS --- TAMPER SWITCHES_ `WATERFLOW SWITCH 48 * .......__... *0 - -..�-.1- _ --_ ______ _____ ) • 30CD 75CD 14/2 30CD 75CD •/ ` U H .4,1% v. 0 y 15CD 4 co 14/2 • 15CD co SK -5496 120V ACCEPTED Er Without Comments El As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Drevention Bureau for conformance with current City si ndards. Acceptance is subject to errors and (_,nissions which do not authorize violations of adopted r noards and ordinances. The responsibility for the . qu8cy ofacsir rests totally with the designer. after ''d,tions deiedoris : '=visioi s to Mese e drawings f -ms date will vo d t,-. _cf=eptance and Mil require a ,ut mftta drawings for subsequent approval. 'ial acceptacIc s:..otect to field testznd inspection by e Tukwila ''`Ire Pre venurl Bureau. late: % By: TUKIti'ILA ERE DEPARTMENT Please, c. '; 2O=_ -575-44G7 'and �i �-'e •t give this Fire � ,.� �'°�� No. and exact address for shut- down or restoration approval. . • 20 AMP Area 0 w1► 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: 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 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 = 20'1(20' 30 Cd =20'x20' 75 ed = 20x20' 30 cd = 30'x30' 75 cd = 30x30' 95 cd = 30x30' 75 cd =40x40' 95 cd = 40700 110 cd = 40140' 95et=50x50' 110cd=50550' 115cd=50'x50' Jskw 1:5./ WORK AREA Ina:a/alice Card© VICINITY MAP SCALE: N.T.S. Oree UIS i'!(;rA1til'i wk$ ii'gcnt Care lJn:verdty of Phceni 6843 Fort pent Way Val: ,. 1irie,vab PAID iiAN 1 1 2319 TUKWILA FIRE (c 13/0- LI 3/O 3 w PIN Fax: (253) 735-0113 00N M M 00 M I0 CN WA CL# FIRESWI 140B1 c) m 0 co z 0 N 5 W ce ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT J 0 0 0 0 V) z W 1- W 1- W 1-- _ W 1- _ w ce W W 1- 1- J W 0 0 d N a N MS -7 SERIES W 1- = 2 u- SYSTEM SENSOR w CEILING HORN STROBE 0 N W 0) W W m 0 ac 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 c) 00 WHITMORE LAW FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 V Iu 0 a 0) r EX ELEV. EX TEL./ '\ ELEC. SIG3.1 TELECOM OFFICE SIG3.2 EX 15CD SIG4.9 / \ 15CD SIG4.10 1 15CD RECEPTION BREAK ROOM WORK ROOM SIG3.4 L s1 SIG4.13 EOL 4.7K 0 ®TO\ 75CD EOL 4.7K i - SIG4.1 34.1-4 75CD 1 81G412 15CD \6/ / SIG4.3 \/ SIG4.4 / \ 15CD / >\ 15CD CONFERENCE OFFICE OFFICE OFFICE OFFICE WHITMORE LAW SCALE:118 =1'-0" 12' 20' SUITE 210 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. 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 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 US Hea,l,hWorks U.ent Core VICINITY MAP SCALE: N.T.S. w w owltit et co 0 1z a cv a Fax: (253) 735-0113 WA CL# FIRESWI 140B1 4, w 1- a 0 0, COI Cr ISSUED_ FOR REVIEW O z NEW DEVICE COUNT 0 1- 0 a CO N D= W H W F W F- 3 w H 0 w ce W 1- 0 a f3`5! MS -7 SERIES aIN J 6 u- 0 a SYSTEM SENSOR W a r— CEILING HORN STROBE SYSTEM SENSOR OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI GAMEWELL FC PULL STATION SMOKE SENSORS O HEAT SENSORS e 1 WHITMORE LAW FIRE ALARM PLAN CONTRACT WITH: W W co (9 0) Z 0 CO J c0 Or'Wn ON-SITE CONTACT: BILLY SHADRIN 206-2989 to LO LOO 1- 01 N 1- c) W -)0 a w 0 w V H W W �9 E ysri J'' SCAoth4Gtoti COA4a t OATX0- f0 /rfMc 6- £ts: iA /r /4('/ Molt- Z /w,e'AJ$ 4Ff.(oaA'4 ,ci,2ici / out t 5r ,EX/5T/N4 / lAtt1/• at/1CGltF� ,A/or5 : AJTDL tiF. /5 5xp,qNo ABL.6 Tv 2a t /7iOAML-Jo/4'5 x x l S'/A-<<j 9 ACCEPTED WITHOUT COMMENTS, AS NOTED IN RED p 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 Ir -wings after this date :`.' II vol i i i a �:3,)Lal^? and will f cquir e a resuoi;.i;nI of resl.aad Drawings. Final , -n3t- lce is suPject to field - ;y a redresentative of tnis def.;: rr: ernt DATE //�� g /2— / /L f -` CITY CF TI'h I CITY LA 5-i5-4401 Northwest Communications & Alarm, Inc. P.O. Box 6277 • Lynnwood, WA. 98036 Plu]Alexander 206 775-4456 206 623-4362 800 962-2220 FAX 206 776-4897 Custom AudioNideo • Security • Fire • Intercom • Vacuum TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval, A-/:‹6 1Q/ 141 V Ji / ? ,AI61 _4/./19-Ar6./5 ANr TWO /J/ tJ(4.4 G.1.1 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 r, 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) BH L -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 BH L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING SYSTEM SENSOR PC2WL PC2WL 1 0.0000mA 164.0000mA 164.0000mA \/ O\ LSERIES STROBE, 2 WIRE, M -C, WHITE, CEILING SYSTEM SENSOR SCWL SCWL 1 111.0000mA PC2WL L -SERIES 2 -WIRE, HORN STROBE, WHITE, CEILING, 15CD EOL ®7K 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 &4. 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 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 FAX: - - 5499 Panel &4. 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 FAX: - - 5499 Panel &4. 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 TROUBLE DESIGNISUPPUER: FIRE SYSTEMS WEST, INC. ALARM SUPERVISORY MISCELLANEOUS ! e -e' 0' /6/0 dt (V0J��Av.-0/6 �y i6 ft �pSJ* FPi.0'..-0',7A1'/4 FPI/OP,,SQ~/i' po Off/O1 44('- , ,' 'Q. 5 5hP CAUSE <<, 4,44 P� �P�'`P6 4:2 �t" 4- /y//, /00/6 PACIFIC, WASHINGTON 98047 JO�S c" -4(., 6 �Y r4 C'k -4 4.2 REMARKS SMOKE t HEAT DETECTORS _.__._..___._.____-__.__. MANUAL PULL STATION._,______. SYSTEM RESET _, SIGNAL SILENCE AC POWER FAILURE FAX: - - FAX: (253) 735-0113 WA ST UCENSE: FIRESWI055LW_ WA ST LICENSE: FIRESWI140B1 &4. _1B j j I __- _...�.._ 0 4 0 _. �_ _:.. - St __-- - FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS 1 I i -------- - TAMPER SWITCHES `WATERFLOW SWITCH 0 0 1 t 0 1 00010 , 4;P 1 I . IN . . WIRING DIAGRAM . . 1 •• • I I 1 I I 1 1 I I I I I 1 I I I 1 I. SK -5499 . 120V . 20 AMP Area 0 1 4 - ACko 1W Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have b�en reviewed bv The Tukwila Fire «iention Surea, r " - ;forrnance with current City standards. c subject t:, errors and linissionswCti;C'� : ;< r Vit' onze violations of adopted ,,,dards ano orcitAlces. The responsibility for the ,dequacy of cies.'- • s Totally with the designer, �v'iaiOfS to these drawings after this date vii! voidt c' e9 and will require a resubmits (,.."wiry! for subsequent approval. Final acceptarice is st.io)ecc to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /(�-�-- 1 By: l v S'1,, TJ (W kA FIRE CEPS t; JT Nem,: c 205-575-4407 and ... this Fire Permit No. and eat addrm for shut- down cr res on p'° o`i i. 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 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 ff 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 y ria I <3; Ins VICINITY MAP SCALE: N.T.S. US Healthriorks Ura'rt Care \ UnNers.ty of Pn- 6840 Fort Dent Way y Lab PAM C; 17 2Ii -RAM! A F! - w EI w Cit M O M asco N M Co WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 c0 2 m c0 3 w a CO N N z 0 Uf S w re ISSUED_ FOR REVIEW 0 NEW DEVICE COUNT -J 0 zd 0 0 0 0 0 0 CO Z LL w 1- w F = w w 1- 0 w w w w J w 0 0 0 a a u) w MS -7 SERIES LL N a LL 0 F- 2 2 SYSTEM SENSOR w CEILING HORN STROBE 0 t!! co w 1- ice - rn 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 a io' O e 1 LINDAL HOMES FIRE ALARM PLAN CONTRACT WITH: ON-SITE CONTACT: BILLY SHADRIN 206-2989 ai w < v D to w w co CONFERENCE \O/ SIG1.3 /1/4-1\ 15CD OFFICE ire BOARDROOM \ / SIG1.4 \O/ SIG1.1 /\ 15CD • WORK ROOM • \ 15CD SIG12 r( 30CD >:-X r._ SIG2.1 15CD \o/ \ / SIG1.5 / \ 15CD FLEX ROOM FLEX ROOM SIG2.2 15CD COPY I E JA . / SIG1.6 \ 15CD OFFICE LINDAL HOMES 0 2' 4' 6' 8' 12' 20' SCALE: 118"=1'-0" \O/ SIG2.3 / \ 15CD \ / SIG1.7 / \ 15CD a.--3 OFFICE WORK ROOM 1171-1 SIG1.8 \O/ 15CD / \ OFFICE WORK ROOM SIG2.4 15CD \pp/ /i\ BREAK ROOM TELECOM SIGH ) 15CD_/' OFFICE \O/ SIG1.10 \ 15CD OFFICE H SIG2.5 15C0 \/ SIG1.11 /0\ 15CD 0 EOL 4.7K 0 SIGH \ / 7O5• CD WORK ROOM DN4 UP WORK ROOM SIG2•7 ( ® EOL 4.7K 0.. 95CD 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 al= 20x20' 30 cd = 20'x20' 75 ed = 20x20' 30 cd = 30x30' 75 cd = 30'x30' 95 cd = 30)(30' 75 cd = 40x40' 95 cd = 40'x40' 110 cd = 40x40' 95 ed = 50X50' 110 cd = 50x50' 115 cd = 50x50' WORK AREA L~e;ty Ins,..rance tf3 VICINITY MAP SCALE: N.T.S. i.Wotks *1 nt Care "i' /'7 Un vet s',y of Phr en,y 6840 Fort Dent Way Vai'ey Lab vira U % w F - co co v. WJ 47 z� Z ▪ O • 0 0 aa 0c. u_0 v ITIN N a Fax: (253) 735-0113 M OZtM 63. WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 co s W a u) 0 N 5 ce ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT J o- 0 0 v 0 0 0 0 0 4n v= W 1- W e - W 1- W 1- x 0 W 1- 1- W W f - x J W 0 0 a d 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 00 0 F- N z OC 0 X J J 0 P.• WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS 4n 0 z a LINDAL HOMES FIRE ALARM PLAN CONTRACT WITH: LU } Q L1J co J J c.i CO Z t0 M CL 831. w ON-SITE CONTACT: BILLY SHADRIN 206-2989 r 673 ti !V -- 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 B{ 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 0 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 1♦ 49. F�ce'QtAp 4 V- 4 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 1111111111111111111•1111•1 • ACC: Without Comments As Noted n Re 0 Per Me Attached Letter These plans� have bei ; elew'ed b, --,ns i ukw!la Fire -" noon Bureau f')' 1... t+- curre'::. City -ndares. Acceprz7,` - :73} 4, _r__ ;ssIons wnic 7 (JO "dards and -If3l acceptoa : - -__ = 3- - : cab u 111SQecTZ,iii . . r'e Tukwila H tate: 5--(P- 1 `i raiu. by Circuit Calculations Panel: P1 Card: 00 Circuit:SIG1 r irs. /ALARM J IQ, a Cm WrGIN" 1 i JiunL tun 1 run DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 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 �J OF 414- 5499 Panel 1♦ 49. F�ce'QtAp 4 V- 4 20.4V pe O 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 FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS Total Current: 650.0000mA (Total VDrop Percent:6.92%) Total Voltage Drop : 1.4116V . . ,. CVVILA FIRE DEPARTMENT Please call 206-575-4407 and give this Ere Permit No. and ex ct-Address for Utz_ t- d©wn or restoration 4 p cv . . . . ��� . WIRING DIAGRAM TO FACP BREAK RM \ / / \ SIG1.2 15CD 14/2 30CD yV SK -5499 120V 20 AMP Area 0 .. CONFERENCE SIG1.3 75CD \o/ SIG1.4 / \ 15CD OFFICE CONFERENCE \ / SIG1.5 0\ 15CD EOL 4.7K 0 OFFICE OFFICE SIG1.6 15CD H SIG1.10 30CD OFFICE \ / SIG1.9 /0\ 15CD •„0/ SIG1.7 / \ 15CD OFFICE \ / SIG1.8 /4\ 15CD OFFICE MAINSPRING S1111 CALE: 118"=l -O" 20' 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 r irs. /ALARM J IQ, a Cm WrGIN" 1 i JiunL tun 1 run DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 6840 FORT DENT WAY, SUITE 160 206 FRONTAGE ROAD NORTH, STE ALARM TROUBLE SUPERVISORY MISCELLANEOUS 1 CAUSE44( p� iJQ 4 ;'c 4� �J OF 414- �4TtO��� s 4'S • 0��y �4J*- v/`� 4 1♦ 49. F�ce'QtAp 4 V- 4 �CiP��`'�� t pe O QO 4Y414 Q Q O.O 4GQ /,q,', ��J� -,00,~4s, "Te 4 q� �'\ �Fy °' 4JaSy - F•iF./ 4 O REMARKS SMOKE I HEAT DETECTORS MANUAL PULL STATION ` M ' 0 4 SYSTEM RESET SIGNAL SILENCE AC POWER FAILURE • ' 6 FIRE ALARM TROUBLE (OPEN, SHORTS, OR GROUNDS) ON INITIATION OR SIGNALING CIRCUITS TAMPERSWITCHESSWITCHES WATERFLOWSWITCH '-- ___.J . ��� . WIRING DIAGRAM TO FACP BREAK RM \ / / \ SIG1.2 15CD 14/2 30CD yV SK -5499 120V 20 AMP Area 0 .. CONFERENCE SIG1.3 75CD \o/ SIG1.4 / \ 15CD OFFICE CONFERENCE \ / SIG1.5 0\ 15CD EOL 4.7K 0 OFFICE OFFICE SIG1.6 15CD H SIG1.10 30CD OFFICE \ / SIG1.9 /0\ 15CD •„0/ SIG1.7 / \ 15CD OFFICE \ / SIG1.8 /4\ 15CD OFFICE MAINSPRING S1111 CALE: 118"=l -O" 20' 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 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. 15 cd = 20'x20' Ned = 20x20' 75 cd = 20720' 30 cd =30'x30' 75cd=30)(30' 95cd=30)(30' 75 cd = 40'x40' 95 cd = 40)(4V 110 cd 95cd=501c50' 110cd=50)(50' 115cd=50)(50' WORK AREA VICINITY MAP SCALE: N.T.S. tjS k Ur.vef:, Ti 40 Fort Dent Way PAID APR ' r 2I'liq Ifl Fax: (253) 735-0113 WA ECL# FIRESWI 055LW WA CL# FIRESWI _ co s y z O N 5 W ce ISSUED_ FOR REVIEW 0 z NEW DEVICE COUNT J 0 0 0 0 _ N L W 1- a W 1-- W 1-- W 0 1- W 1- 1- W 1- _ J W 0 0 N a.. P1 Q 0) MS -7 SERIES SYSTEM SENSOR SYSTEM SENSOR W 1- CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI o 0 ILS J J 3 w W W d' a O 0 GAMEWELL FC WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS 61'.1 U 00 MAINSPRING FIRE ALARM PLAN '4.) CO O ti CONTRACT WITH: 0 co w 1- t7w0' � z CI 16050_ LL 1zo 8 (0N O) 0 N 4) O O 11 **BRANCH TO BE PREWIRED** -p 16 PPL f QUIP/SUPP. OPEN 107 CV to) TRESTROOMS O COMMON 7 " 15' 3 4 CEILING HEIGHT 9'6" THROUGHOUT 31'-4" 15'-74" PLA N TH PARTITION PLA\ �\ 1/8"=1'- " MANUFACTURE MODEL DESCRIPTION SYMBOL SILENT KNIGHT 5495 POWER SUPPLY fALP 1 construction. GC to install SYSTEM SENSOR CEILING MT. HORN/STROBE STROBE Em rsj lines with INC. Email photo to Leasing Coordinator to confirm "SCOPE OF WORK" DISTAL AN AUTOMATIC FIRE ALARM SYSTEM IN A `-? 11 'K -t..4 •l . A -- ALL WIRE TO BEFPLR-Mtk - W� 16AWG FOR NAC CIRCUITS. ALL STROBES TO BE AT 80" ON BOTTOM, HORNS TO BE 75 D8 MINIMUM THROUGHOUT. ALL PULL STATIONS AT 48" ON TOP. MONITORING VIA Ut_ + ISTP-D CENTER STATION. A FULL SERVICE AGREEEMEPT IS IN PLACE TO ASSURE PROPEL? TESTING AND I.":A;NTENANCE PER NFPA 72 STANDARDS. ALL WORK TO BE PERFORMEr. IN LIKE FASHION. INSTALLATION :.'I.L MEET 72, USC, UFC, WAC, !FO •-' 1? 'y' ":_ ,J CODES.. A Ft ..1.. r Pr..T =,; j 2" A . ..a • .:D PrcIOR TO C, LJrvC: -iJ FO' ; VEST. Fire Protection In 1730 GI6 ON ROAD, DRAWN BY CONT#FIREPV021 ME U#CATSIRLO2 r y SEATTLE FIRE DL`-6•tii,=P=0- NICET#4--*N .^ �CFP8#14r1 - A,, EIOSTt L) - 75 3() iE- Lac irT tU 1 c x 1S -t-►Ac. '(- isszp IN - rr E Fire Protection, Inc. 1730 GIBSON ROAD EVERET; WA 98204 (425) 290-9600 or 800-661-1125(Phone) 4.25-35-4546(Fax) Af‘• 44 .a to A FICA® .y 4•0008050.1+ 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. ISSUEW REVISIONS DATE DESCRIPTION CFPS® *1473 �0�1'C'47 Ce. Of QF 44#4jpf •4coAAO x00"B-0° O 0 ® These pisFire Preeve„t o - it ent City ..:..RCs'-.•ice, . ;., -- , : --- - - _ _ ' J om s ,: r. - _.' adopted standards : =., tor the Aird t: . , v ._ 4, ;, _ . , _ -:J ;cgs after rc uire a resubmi approval. Fina! e-ocept .ice s._.iipIezt to field test and inspection by The Tukwila FirelPrevent;on Bureau.AV'l L Date: O t -1 \ By: J f 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 ^: 'mil; Plziaso Call 206-5/5-4407 and give this ire Permit No. % So and exact address for shut- down or restoration approval. P L PAID JUL 29 2011 TUKWILA FIR: 4.?y/rte 4-7774-4c No cn a w 0 J N 0 0 iv 0 (.3 co0 J 0 .` 0 >_ = I N C tf O li Q tt QN ' ON O) 2,5 v- 0 N (m . Ea .. I p o� �U SOD IIS¢ aE8 L 0H(n(2X `14v 11 4 SHIN �� DO- F i1/401 L. CATs QROTECp/0 m ,flea MANUFACTURE MODEL DESCRIPTION SYMBOL SILENT KNIGHT 5495 POWER SUPPLY Frii5> SYSTEM SENSOR PC2R/SCR HORN/STROBE STROBE g Fire Protection, Inc. 1730 GISON R AD, EVERETT, WA 98204 DRAWN BY Iii t L CONT#FIREPL*021 ML LI#CATS*f1L022CG SEATTLE FIRE DEPT#SCP-C-9955 NICET#4—#097337 CFPS#1473 FREPROPERTY OFA') ALL RIGHTS RE$.� PRO CTiOi•:, INC. DATE l ` oci -A- Cx\Si lIto *- "SCOPE OF WORK" INSTALL AN AUTOMATIC FIRE ALARM SYSTEM IN A H - (1�L 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 NFPA 72 STANDARDS. ALL WORK TO BE PERFORMED IN WOF <MAN LIKE FASHION. INSTALLATION SHALL MEET NFPA 72, UBC, UFC, WAC, IFC AND ANY LOCAL AHJ CODES. A FULL PRE-TEST SHALL BE CaV-J I.ETED PRIOR TO CALLING ACJ FOR T=i: Al. ACCEPTANCE TEST. Cud I r7 c.A`rEta 1A TimncTSf iiL t 2 C ALA (Q i'\ R-013 to k o*c15Tint, /bele/ - /6 L1 YeLL RECEPTION CONSULT EXAM EXAM EXAM CONFERENCE 0 ACCEPTED Without Comments As N,nited in Red Per The Attached Letter These plans f-: ,. - Y_ F=;.c-_d by The Tukwila Fire Prevention Eur-. . rmaoce w th current City standards. ; . s , 4 F> s',_h ect to errors and omissions wl tIC, it, z.i1;trorize violations of adopted standards ants o d;:a c=:a. 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 reguire;a - resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau./ Date: 1 "' l) " 10 By: la 1"► � fUKWILA FIRE DEPARTMLI Please call: 575.440 and give this job No. /o-F-oo 3 Ind exact address for shut. Town or restoration ata r(uuSt -Ih3+►II bre4kcr j.14.,41‹ c14v.,p oti, r icci,'1€ FJ'r L;rl.....1t lrtglCCr . - Uevi s>,.okc de+. CWo tri- Aud; t; i -Iv S -e -Ci-old 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, 11WASHINGTON 98188 SIM 11111b Fire Protection, Inc. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-960035 800 88(1-1125(Phone) 425 - FILE Marvin Ste :. �.sociates, LLC 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 AN -:'2010 ;Luk�Y:la Fire 2let REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS&A 2009. FA— 1 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 X APPROXIMATELY MFR MANUFACTURER @ ATMIN MINIMUM BU BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED BIS BUILDING STANDARD MTL METAL CAB CABINET MW MICROWAVE OVEN CLR CEILING EARANCE N NORTHA/ NEW CLG CEILING N/A NOT APPLICABLE CL CENTERLINE NIC NOT IN CONTRACT COL COLUMN NO NUMBER COMM COMMUNICATION NOM NOMINAL COMP COMPOSITION NTS NOT TOSCALECONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OPNG OPENING CPT CARPET OPP OPPOSITE CT CERAMIC/CONCRETE TILE ORIG ORIGINAL DIA DIAMETER PERM PERMANENT DIM DIMENSION PL PLATE DR DOOR PLAM PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR E EXISTING / EAST PTN PARTITION EA EACH R RADIUS/REMOVE/RELOCATE ELEC ELECTRIC RB RUBBER BASE ELECTRICAL REF REFRIGERATOR ELEVATION (VIEW) REINF REINFORCING EXISTING REQ'D REQUIRED EXT EXTERIOR REV REVISION / REVERSE FIN FINISH RM ROOM FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT S SOUTH FR FIRE RATED SCHED HED# FT FEET SCHEDULE 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 CORE STOR STORAGE HDW HARDWARE SUSP SUSPENDED HM HOLLOW METAL TEL TELEPHONE HT HEIGHT TYPVCT 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 a SITE ONP AREA OF WORK co °C w SCOPE 0 F WORK TH:70'6MON r 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. FORTDENTII II - AREA OF SUITE: 1,831 USF CC % ii� OCCUPANCY TYPE: B, OFFICE � 1 "-' 2 _ CONSTRUCTION TYPE: V -B, SPRINKLED T, L ; /TUKWILA, w I; APPLICABLECQDEs: 6840 FORT DENT WAY .r' ' I I A-11_ 2006 INTERNATIONAL BUILDING CODE (IBC) WASHINGTON 98188 ' ""� 2006 INTERNATIONAL FIRE CODc IFC) / �� " e` `/ L j �1 • `1 1r --r 2006 UNIFORM PLUMBING CODE (UPC) /III ►1�I` - 2006 .w: 'A / INTERNATIONAL MECHANICAL CODE IMC (IMC) �� � , s:.."r s �� * .siva-, a E �I ,- / 2005 NATIONAL ELECTRICAL CODE (NEC) � IAIIIIIIIIIII+., 111111111111 e • F _e_ry �+-b } %/' c 11A111 `= ICC/ANSI 117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 2003 EDITION r 1�111111� ��/ ± I, `®] �� WASHINGTON STATE ENERGY CODE SEC i� ® WAC 51-11, 2006 EDITION � WASHINGTON INDOOR AIR QUALITY CODE, 2006 EDITION � • / _ NORTH ,j"r � , ' I /j�� �-�ELEC'L / 1 / i � /�``-,I '' w' //�J,ASSESSOR'S PARCEL #: 295 490 0425ELEV 7r71.17 � �' � �� I_� `"" °/ / � �1,��,�,„� ./. , 3 NTSEXIST VICINITY MAP I LEGAL DESCRIPTION fi '� �' r /: J-- r.,..1 ` / 111111 / -L / / `°'° 111111' II LOT 1 OF SHORT PLAT NO 79-7-55 ACCORDING a� �• .f. 11/ TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO '� or �� , /--_'-- , AREA OF WORK 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE _i -____ MOST ST WESTERLY CORNER OF LOT t OF SHORT PLAT NO 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER iA4,0 I ,�--� --________ -- _,,-_ / _--- �� I/ GP e__ao�n __-------- KING COUNTY RECORDING NO 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 Ad., ---• ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2, 252.25, THENCE NORTH 36°24'11' WEST 77.65', THENCE NORTH 56°15'11" � / ___ WEST 234.09', THENCE NORTH 31°12'43" WEST 82.39' TO AN INTERSECTION LONGEST TRAVEL DISTANCE: 134'-0" ''� /— i \ F ' 1 a __' \ \ WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58°4717" 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 �' /' ` ��. �' ` ° • �I+ 1 • ; '-•��" 88.24', THENCE SOUTH 30°04'58" WEST 85.21' TO THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE SOUTH 37°36'40" EAST 20.92 TO � `! � • ..r• l.0 l l�..; ` ` THE POINT OF BEGINNING. - - • - NO CHANGE TO BUILDING AREA OCCUPANT LOAD CALCULATION EGRESS - - TRAVEL - l INFORMATION `� Y-O,Fti" " T 2 — ' rt _ _ j , 11 �' TFO T DENT 3 S _ •� 7,,,,.+- .< � �� '1, �\ `�% :•...-�� _w,_, `�= �� \ I . l PROJECT DIRECTORY • NO EXTERIOR WORK TOTAL SUITE SQUARE FOOTAGE: 1,831 LONGEST COMMON . NO CORE/SHELL WORK OCCUPANCY LOAD FACTOR: / 100 LONGEST TRAVEL PATH DISTANCE: OF TRAVEL IN SUITE: 70'-6" 134'-0" N��C ° \ •-` -I r-'` •" 1iup _ LISWi \ lTENANT BUILDING REPRESENTATIVE TOTAL: = 19 OCCUPANTS 4 l s p .moi �` .`• `• I ) AMERICAN LASER CENTERS NO (l JOHN C. RADOVICH DEVELOPMENT CO. • STRUCTURAL WORK 24555 HALLWOOD COURT 2385 82ND AVENUE SE, SUITE 300 (1) EXIT REQUIRED; (1) EXIT PROVIDED ® NORTH _:. — `— - r r a ® NORTH FARMINGTON HILLS, MI 48335 MERCER ISLAND, WA 98040 CONTACT: BOB MACK CONTACT: CHRIS SCALZO TELELPHONE: (248) 426-8250 TELEPHONE: (206) 267-2666 FAX (248) 426-0641 FAX: (206) 267-6061 EMAIL: bmack@alcpartner.com EMAIL: chdsscalzo@jcrdevco.com 1 I ABBREVIATIONS NAl 2 1 KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION NA 4 SITE PLAN NTS DESIGNER CONTRACTOR MARVIN STEIN AND ASSOCIATES, LLC TBD 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.00m @ METAL CLIP 8'-0" O.C. FOR ALL UNBRACED PROVIDE 4'-0" WIDE ACOUSTIC SEISMIC BRACING (BEYOND) PER 10/71-1.•STRAIGHT %- RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE WI HILTI POWER DRIVEN BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG _ I FIL"ERUNDER:STABLE.WOOD - FILLER UNDER VAIN RUNNERS (� (��'("�- - - FASTENER 3/4"MIN. (2) #10 SCREWS CONTINUOUS HVAC AND FIRE L.!FE SAFETY NOTES , ' 1/8" BLACK'FOA:� TAPE, CEILING GRID - DO - CEiLIttG AT SOUND AND DEMIS•NG PARTITIONS. �' I. 11' 1( l�l, jl ) HOLD BACK 1/4" FROti, =rGE OF TRACK NOT CUT. (BOTH SIDES)- HVAC j'Ic --' _ L L� t - 1. RECONFIGURE AS REQUIRED FOR ALTERATIONS. LINE OF CEILING GRID, (SEE S/r--' CONTINUOUS CEILING =r(R.C.P., SLACK) mor --4. 2. RE -BALANCE HVAC SYSTEM. GRID SYSTEM- DO NOT CUT.) C ( )REVEAL (PAINT OR MATCH EXISTING CONDITION. Vs ) REVEAL (PAINT BLACK) OR / SUSPENDED CEILING. ( ) (BOTH SIDES OF PARTITION) MATCH EXISTING. 3. CLEAN ALL EXISTING GRILLES. CONTINUOUS 'L' METAL TRIM Wl ( j PAPER WING ( ) r 21/2" X 25 GA. STL. STUDS @ 24" 4. VERIFY AND RELOCATE THERMOSTAT(S) (BOTH SIDES OF - �) CONTINUOUS 2-1/2" x 1-1/4" 25 118" BLACK FOAM ( O.C. W! 5/8" GWB, TYPE 7C, EACH AS NECESSARY. PARTITION) ) TAPE HOLD ( >BACK GA. METAL WITH (2) #10 TRACK24" 1/4" FROM EDGE OF C—� SIDE. + ' " Marvin S l e . soc iat es LLC SCREWS AT O.C. TRACK. " ��� FIRE LIFE �,, f ( ) �� . SAFETY planning design ( ) 1. 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 V:SUAL ALARMS TO CURRENT CODES AS NECESSARY. INSULATION AT ( ) 5/8" FIRE RETARDANT PLYWOOD ) ; - SOUNDAND DEMISING ( )� BLOCKING ) ' PARTITIONS. AT WALL HUNG ITEMS ) 5 1 NA NA — (WHERE APPLIC4BLE-REFERTO ), 6 NA - NA DRAWING PLAN;;) ( ) - DRAWN BY: MW ( ALTERNATE FORBLOCKING: O :; 20" WIDE SHEET METAL AT +40" , (_— ( FROM FLOOR TO BOTTOM (IN GENERAL NOTES CHECKED BY: GG ( ( C�a LIEU OF WOOD BLOCKING) 1. CONTRACTOR `— SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL '-1 HEAD SECTION 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 AI.L CONDITIONS AS INDICATED IN CONTRACT DRAWINGS & MAX 8' MAX 8' MAX 8' MAX 8' MAXr8' MAX ..-2' MAX SPECIFICATIONS FOR BUILDING. NO. REVISIONS INDICATED THUS A DATE BY CONTINUOUS 25 GA. METAL X8' IA, 3. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF PERMIT SET 2�Q� �Qg MW RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI = + I I 1 1 \v\ ANY DISCREPANCIES BEFORE PROCEEDING'NITH WORK. POWER DRIVEN FASTENER 3/4" 4. BIS INDICATES 'BUILDING STANDARD" AS MIN. EMBEDMENT AT 24" O.C. OR 5/8" GWB, TYPE 'X' 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, ASSCHEDULED. SIDES OF PARTI SIDES (BOTH SIDES OF PARTITION.) NOTES: 6. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS, UNLESS NOTED OTHERWISE. 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 __1 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 - i 8 NA - - - NA 9 STANDARD TENANT PARTITION 1-1/2"=1'-0" 10 I PARTITION HEAD BRACING NTS -- 25" TENANT: � FAUCET & EXAM SINK SHEET INDEX PER ANSI 117.1 CODE 3/4' PLYWOOD PLAM BACKSPLASH �— 25" DEEP PLAM TI -1 COVER SHEET & DETAILS AMERICAN LASER CENTER 'v . a COUNTERTOP TI -2 DEMOLITION & CONSTRUCTION PLANS - INSULATE ALL _� �_� TI -3 REFLECTED CEILING & ELECTRICAL COMMUNICATIONS PLANS (FIRST FLOOR) EXPOSED PIPES _ _ e „ TI -4 FINISH PLAN � MIN. CLR. 114' PLYWOOD I BACKING W/ o MELAMINE FINISH Cz41 DASHED LINES 'A INDICATE REQUIRED }SHEET 6' MIN. CLR. 8" MIN. CLR. r_ 0 TITLE: ACCESSIBLE CLEARANCES i .A f f:-, N CABINET DOORS / ON CONCEALED HINGES & CONTINUE FINISH v Z TO HAVE FINISH ALL SIDES COVER SHEET & DETAILS - FLOOR BELOW SINK — \I .4- g I- 17" 24" f _ f REPRODUCTION, ALTERATION OR PUB1JCA11ON OF THIS tA 11 I NA NA 121 NA NA 13 NA NA 14 A.D.A.-COMPLIANT SINK CABINET 1" =1'-0" DRAWING, WITHOUT EXPRESSED PERMISSION BY MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT T 11 o 1-- BY MS&A 2009. OF 4 a +m.. LL. 1 3 sti r r 1 1 1 OFF' C E 105 B EOL CONF. 104 AREA OF WORK EREaK l0 OFFICE 101 J 9B OPEN WORK AREA JAN. H PART':AL s .T -S 34 _ ( E r SUITE 100 11.11111111 RECEPTION L 100 TO PS OFFICE 101 C5) FIRE ALARM PLAN - FIRST FLOOR SCALE: 1 rt 1 1 1 OFFICE - 1 LCEE T L 4 EOL FIRST FLOOR FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BAOCBOx EQ 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 %ALL PREVENT PASSAGE OF FLAME AND HOT GASES. FIRE COM NW LLC PO Box 3932 Seem. WA 9612/3932 DATE: 10/19/05 DRAWN: CEA 0IECKED: 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 Syst-., . . Failure of test will in a Re -inspection Fej termination of the cez:i.. IUKWILA FIRE DEPARTPIEN1 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 }utherize violation:: of adopted standards and ord,nancE.s. The responsibility for the adequacy of design re:>t:', dcsigner. Additions, de let"on =: c; t na- i) awing 2t this date will void tills a,:: pt:l- e and will requre 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/ /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 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 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADJACENT TENANTS \ / \ / 0 0 / \ / \ 1 SIG3 2 SIG2 1 SIG1 20 AMP DEDICATED CIRCUIT WIRING DIAGRAM SK -5499 20 AMP I► .111111111111111111111101.. 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 randartls. Acceptance is subject to errors and omissions which do not authorize violations of adopted ;zandards and ordinances, The responsibility for the adequacy of design rests tota:iv with the designer. Additions, deletions . ev€sions to these drawings after this date will void this acceptance and will require a resubmittal of revised dr3bvirgs for subsequent approval. Final acceptance i& suorect to field test and Inspection by The Tukwila Fire Prevention Bureau. FIRE ALARM BYS1EM DY • v tt1FORMAT1ON INSTALLER/SUPPCIER 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 II 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\Jv 3 0 2019 TWIN/ FIRE ne iR�i}-Xa ,v ca W LI)1- cp.1_ 0 0 u - co N Fax: (253) 735-0113 M c) co WA FC1 FIRFSWI [1551_W _WA. rl. #.. FIR FSWL1 d0 0 u.1 W ISSUED_FOR_REVIEW 0 NEW DEVICE COUNT 1- c >- 2 a CO 0 O O to L W 1 - UJ F- W 0 1- W 1- ~LLI I -- H 3 3 J W 0 2 a cc N n. 11c51. MS -7 SERIES LL. N J d a LL. N J v a a t? LL. SYSTEM SENSOR 0 z W CO uJ W LO W SYSTEM SENSOR SYSTEM SENSOR C.> 0 LL. LL J J J J WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS MINI HARM a OO UNIVERSITY OF PHOENIX FIRE ALARM PLAN w z >- coF Z¢ 3 U m a to� 0 L] 0) cw ON-SITE CONTACT: BILLY SHADRIN 206-361-2989 0 0 N_ LU 2 1- DPLii 0 4\73 orz W 0 a ci TO POWER SUPPLY PRIVATE OFFICE UNIVERSIT F PHOENIX 2' 4' 12 SCALE: 11: "-1 -0" S co Ie nukes ho sehS-e- SUITE 250 FIRE ALARM PLANS 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. 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 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. 15cd=20720' 30cd=20x20' 75cd=20x20' 30cd=30130' 75cd=30130' 95cd=30130' 75cd=40'x40' 95 cc! 40k404 110cd=40140' 95cd=50x50' 110cd=50)(50' 115cd=50(50' WORK AREA VICINITY MAP SCALE: N.T.S. 414 144 c.) W 1-- � - o 0 0) zz a1 - 0z aa� r et Li to coo � ▪ v c•-7-) N 0ri Fax: (253) 735-0113 W4Fel FIRFSWINALW WA Mit FIRR f) a r m O c) 0 z O S w ISSUED_FOR_REVIEW 0 z NEW DEVICE COUNT c >- 1— z a CO CO Co 0 W H L W 1-- s W 1— x W 1— x 0 ce W 1 - Lu W -X- 5 J W 0 0 2 a ce a CG N a MS -7 SERIES IL a u- N J a u. W a SYSTEM SENSOR 0 W CO) W 1— >.. cn W SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI WALL HORN STROBE WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS £. (AMIFWFI 1 Frl U. 2 c a O UNIVERSITY OF PHOENIX FIRE ALARM PLAN w wc7c CO 0) z< v ci i zc v p � LU c/)) X w O Z> -- LJ O I— z IIo cn o LU o .QccJ Lw zzo= c> (r> ON-SITE CONTACT: BILLY SHADRIN 206-361-2989 COM CO ti r co 0) qt— co 9 II CO 1-- 0 w Et 1--- w w co FILE:universityofphoenix.cad DATE:08/29/19 TIME:12:08:16 -- 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 NAG , L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING, 30CD 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 BH L -SERIES 2 -WIRE, HORN STROBE, RED, CEILING SYSTEM SENSOR PC2RL PC2RL 1 12'-0 41.0000mA • / O\ L -SERIES STROBE, 2 WIRE, M -C, RED, CEILING SYSTEM SENSOR SCRL SCRL 1 94.0000mA 20.3306V 00 Ea 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 15CD / 1412 15CD 30CD \O� cos • ACC"p' Without Comments ❑ As Noted i r'Re. ❑ Per The AttachEd Letter These plans have been reviewed by she Tukwila Fire Prevention Bureau for conformance. ‘,ian current City ; andards. Acceptance is subject t.;_•,errors and nissions which do not authorize violanor,s of adopted .3ndards and o din noes The resp +rfsib i'c) rer the equacy of design rests totally witn designer. .cd,tions, deletions or :revisions to these +::; y4VInla a :}tet t:ls date will void th-3 acceptance and will require a fesubmitrai of revised drawings for subyeuent aoprovai Final acceptance is suoct to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: ' -(e- of By: Fire Permit Number Jc-F f 3 - To schedule inspections ections call 206-575-4407 G WIRING DIAGRAM NOTICE A cornplete4. signed, Tukwila Fire Department Pre-test Certificate must ne presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Qetection Systems. Failure of test will result In a Re-i}r..spedCtionthe Fee�,and t iynatfon of to ti r SK -5499 120V 20 AMP / / / EQUIPMENT ROOM SIG1.3 15CD, SIG1.2 'o" 15CD i OPEN Area 0 30CD):;( SUITE 230 RECEPTION SIG1 EOL 4.7K • / SIG1.1 TO FACP �/- \ 30CD OFFICE EDWARD JONES FIRE ALARM PLAN 0 4' 8' 12' 16' 24' SCALE: 114"=1'-0" 40' 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 / / / EQUIPMENT ROOM SIG1.3 15CD, SIG1.2 'o" 15CD i OPEN Area 0 30CD):;( SUITE 230 RECEPTION SIG1 EOL 4.7K • / SIG1.1 TO FACP �/- \ 30CD OFFICE EDWARD JONES FIRE ALARM PLAN 0 4' 8' 12' 16' 24' SCALE: 114"=1'-0" 40' 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' 95cd=50150' 110cd=50)(50' 115 547x50' '�s� :gym,,, •� ...;t:.sFaa -m . a 3 VICINITY MAP SCALE: N.T.S. Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October 1, 2019 WORK AREA =£eE'.3Y.1 SR1 ei PAID TU 'ILA F!RF 121 014) W 1-- 0 G 0 W 0 LL co 0 N co 0f 0 z a a a WA ECL# FIRESWI 055LW WA CL# FIRESWI 140B1 0 2 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 z LL W W 1- 3 W W 1- 0 I - Lu W 1 - LU J W 0 0 a G- N a MS -7 SERIES u- N 0. 0 1L 0 a x 2 u - SYSTEM SENSOR SYSTEM SENSOR W 1- CEILING HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI U I J t.3 L J GAMEWELL FC WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS 0 _z 5 a. U el EDWARD JONES FIRE ALARM PLAN CONTRACT WITH: Lu z a cc Lo Lu • 01 Q U m J c0 d0'L.1 e� Q r'(i) ON-SITE CONTACT: BILLY SHADRIN 206361.2989 N CO O 1- 0) N r d I 1- v IW 0 w a 0 c r - N 2 17 - (NI N 0 w a : 0 co v1 z O o c 5 W L11 u_ ISI 310 OFFICE OFFICE MULJ PTN. 1 312 1 OFFICE 313 OFFICE 314 OFFICE oI.es : 0 A11 Horn skrobc_s - 6 5to g cr-b.r. -0Ib6 r. two&e, r S,. 1 -4b . PP�( vAA;.,5 Fisc. Alov*...4 in -VD MULJ PTN. OPEN WORK AREA OFFICE (EXISTING) 308 rONFFRE ;E 319I BREAK ROOM MULJ PTN. 307 CONFERENCE CONSTRUCTION NOTES: MULJ PTN. 1. A CLEAR EXIT PATH SHALL REMAIN OPEN AT ALL TRUES 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. 306 CONFERENCE MULJ PTN. OFFICE 305 MULJ PTN. 304 OFFICE MULJ PTN. 303 OFFICE CONSTRUCTION KEYNOTES: MULJ PTN. OFFICE MULJ lxflrl. 300 OFFICE 301 OFFICE 302 1O 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 0 5' 10' 20' 30' NORTH }torn 73 7S ' 7C ID ti,D r cau►PtDI TUK-kNILA FIRE. DEPAR Pieuse call: 575.4407. -- end end give this job CLQ :xact address for shut+ ,�,r„n or restoration approval FORT DENT 11 OFFICE BUILDING 6840 FORT DENT WAY TUKWILA, WA Sti1titi 7$ 1=, b. iL . 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 terming+.ion of the testing. Marvin Stesociates, LLC planning 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 AiNsmussimo- i �.... �+l�ii�, , _ rV.uivid l�ii ;:.i ;:.� �] Per The A tact, 1 n'se plans havei c� sr' -_�� s ;;. i �:•_ it t; o r`ire Prevention Burk.a:r ff Cur. -,,:f ,.'+v standards. Ac; ept3n a :s ect to errots and an iS`JiCii)5- VA“ .:: i,., ..�. �,,,. �. v ..,.e.....;ii of a::upsed strnctarasand of,Jin?ric s. Theref,-,.Ti ;,:s -' -y for the i adequacy of design resI.stotaily with the designer. A;w� :�vil:7, 4`�vli, f,L)'v: ,CI:Za,E�,tr, s u, _�'"e!,;. .; 5 ; r this date will void anis acceptance and will require a re, ubmittal of revised drawings for subsequent approval. Fir al acceptance is subiect to field test and Inrt..ec:tion by The Tukwila Fire Prevention Bureau. TENA[Date:,b3h? 8y 0 Cz PANATTONI DEVELOPMENT THIRD FLOOR SHEET TITLE: 7 CONSTRUCTION PLAN 13 Liu 2,.,32008 REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESS PERMISSION BY MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS&A 2008. TI -3 OF 4 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"t 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, 4 0 DECK 1 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 X 0.002250 SK -Pull -SA 10 0.000375 0.003750 _0.000375 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 LP TO NEAREST DATA CIRCUIT CONNECTION A MON AREA OF WORK 8 8 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 WOMEN ELEV. LOBBY E TEL./ ELEC. 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 JAN. TO NEAREST DATA CIRCUIT CONNECTION AREA OF WORK ON L 3RD FLOOR FIRE ALARM FLOOR, PLAN Without Comments ❑ As Noted in R.e ❑ Per The Attache; Letter These plans have been reviewed b� Ine Tukwila Fire "'revention Bureau to7. conformance y.. •. current City andards. Act er ,cky is sui;jectt to errors and .:lissions whichrj,:fr i*goat: ns "f adopted "andards and Tre respors `"i''ty for the :dequaty of des '' : '4{ o totally :Vitt, ch2 igner. Additions, deieoor i rENislons to tx:esv drawings after this date will void ti ,:c..c.eptanoe and wit' require a resubmittal of ryv , :? d-aw ir'Js fo suosequer?t approval. Final acceptance is suojeCt to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-1.-1 1 By: 'Fire Permit Number M- F - I 3 sp`otons coil 206-575-4407 it Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 HOWARD E WILLIAMSON Scour Ergo..rvg iecnnv.n LMI N FM. Atarrn CET C. c.89n Nun8.r 52289 Authorkln9519ntn _bG...✓aat:-.,,. FIRE ALARM SYSTEM FORT DENT BUILDING #2 CO co CO atC V, Z I— L. Z L. H_ CC 0 Q 0 � 00 co El DESCRIPTION 4.1 a 1-4A 1/41-6 PMD ;Zlt1 Po 2J1q 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 these Jr :wings after this date will void this 3.cedt.1n and will require a resubmittal of redised drawings. Final acceptance is subject to fieId- inspection by a representative of this department DATE: N BY:.. #S CITY OF TUKWILA 575.440/ // )1.1 a�.c+ceve� d e u.,%l`'4 d� TUKWitA FIRE DEPART/ Please call: 576-440Z and give this job No. fl— ,i- 2,0 and exact address for shut. d,Qtrtn or restoration approd z-6 1-6 1 • EXISTING 1y4u CzRIDLINE ,r�� s.2�s s � /ter [GR!L ESCISTING 1'4IN E S 3,Z. C4� nNg tiego ?:ifs --4611(A PFM- r3. NANU(� LEG,EIJD SPR.11JI LER . USep • PLAN VIES,`/ x3"= APP?..GVALS ZEQUIP-ED A = ADDED NE'vI SPRi N.KLER 'R = RELOCATED nCISTING GENERAL. NcsiEs. O.JTRtQ NAME: THE MONEY STORE 6840 5OUTHCENTER BLVD #385 TuKWILA , WA 98186 Fire Systems West SY(M. -1-(PE MFE . / MODEL SIZE TEMP_ FINISH .ANOpY OUM. • RECESSED GEM F 97 %z 1,55°F CUR/c►4g TVA 219 Frontage Road North • Suite B • Pacific, WA 98047 PHONE: 206-833-1248 • FAX: 206-735-0113 PJG. BY DEB HEINTZ DATE 1 1/1.7/93 .106 A7235 SHEET 1 OF I. c 1" ARM -OVER (VARIES) 1" `-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' SAMMY X -PRESS SCOPE OF WORK: 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. 0 6. ALL NEW PENDENTS TO BE INSTALLED 1'x1' IN 2x4 CEILING TILES. ° CLARIFICATIONS: 0 WORK STATION.; OFFICE COPIER SEATING AREA //////////i///// /////// .i WORK STATI RECEPTION AREA WORK STATION OFFICE / / / / /v/////////Y.//////////n//////// / OFFICE KITCHEN SERVER/ STORAGE EA FIRE SPRINKLER TI PLAN FPI SCALE: 1/4" =1'-0" 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 R0= RELOCATE EXISTING RECESSED PENDENT 13 SAO ADDEDRECESSED PENDENT -6 - PARTIAL HEIGHT WALL = WALL TO CEILING TUKWILA FIRE DEPARTMFU Please call: 575-4402 �` end give this job No. 0(0 -g -/LID aald exact address for shut. - ;,4wn or restoration approve > L VICINITY MAP SCALE: NTS 1 1 a 0 ACCEPTED Without Comments As Noted In Rei Per The ,Ltt:;zhc,riL otter These plans have beer. Prevention Bureau tz:: -. standards. omissions VINCh ;,_ stanaaras arid adequacy ofd : . Additions, delat::;- this date will void tr,.-,__ resubmittal of revised .jr . :'..-. i1a Fire . - _ .-,.o city - _ adopted : for the .er. wings after equre a :. sequent approval. Final acceptance is subject to field test and inspection by The Tukwila�7Fire Prevention Bureau. / Date: - / Y - 0 c By: /�`l " �' 37/ P. JUL 13 2006 DATE REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS BY A BEAM CLAMP W/ RETAINING S I FLAP I? 1RAPELE SIDE BEAM BRACKET c EYE SOCKET I) E NUT & PLATE WASHER S KWIK-BOLT T F HDI -P U SAMMY SIDEWINDER II SAMMY X -PRESS J COACH SCREW ROD It CEILING FLANGE L U -HOOK IYI SHORT STRAP WALL BRACKET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO —$— �F ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL GPM FLOWING A• VIKING M PENDENT CHROME K=5.6 R• VIKING M PENDENT CHROME K=5.6 1/20 1/20 155° 6 155° 13 DATE & TIME PER: LOCATION: CONSTRUCTION, INC Tukwila Fire OPTI STAFFING ',77:3% 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 5/18/2006 3:15:07 PM SCOPE OF WORK: EXCLUSIONS: y 'Y �l j� ��=` y'`r�t4/ti f.,f\x;r�• \ i. ���,,��,f�,�,,: ,.;°=.,� ., , f ,,/ �. iUi(WILA FIRE DEPARTMF.1 WALL LOCATIONS. 1. ADD & RELOCATE REQUIRED SPRINKLERS FOR NEW CEILING ANDOC IN THE 2' 4' CEILING TILES. 1. TAXES OF ANY TYPE. - - ,� ; , x ;\ �. PAN DECKING `, , c `=� -. �'- �- K ;�,�„y ; ;' `,''\'.),"\,.-.` `,” N•. \ , "� . -- x x " ..: - , .yam` r t �� Please call: 575.4407, -" and give this Job HEADS TO BE INSTALLED AT 1' x V (1/4 POINT) x 2. ELECTRICAL OF ANY TYPE. � J, �� \/{ 6 t�' 0 No• ••► 2. WET SYSTEM TO BE DESIGNED PER NFPA #13 ORDINARY HAZARD. 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 all SAMMY X -PRESS �_ ALL THREAD ROD Comments 1 aWithout Com 0 As Noted In Red D Per The Attached Letter These plans have been reviewed byThe Tukwila Fire and and exact address for shun or restoration annrovaU 6. NEW CEILING AND FI TT E R N DT E S . -_ .,. Prevention Bureau for s subject to errors and omissions which do not authorize violations of adopted CLARIFICATIONS. 1. HANGERS: ALL PIPE HANGERS TO BE SAMMY EXPRESS, ROD &RING. %> HANGER RING ,,, .,.,_,,�/ standards and ordinances. The responsibility for the :adequacy of design rests totally with the designer. additions, deist c^s or re�;s,ons tv 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 tr .acceptance and will require a resubmittal of revised drawings for subsequent approval. (BY SAM MY X -PRESS SPRI N KLE R HEADS Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S i r 0 (a By: S-1 f E0 = EXISTING RECESSED PENDENT RO = RELOCATE EXISTING RECESSED PENDENT AO = ADDED RECESSED PENDENT I .I I IN.1 1. I i 1 1.. I I 1 1.1 I 1 ..O SUITE 390 �I 1 1-i, DECK r1. �1�1 1 1 I I IJ LI . I LI 1 I I LI I DECK . . a0 - .I I■ - - 0 TEL/ - 0 ELEC. - - - Mc0UP 0 �� ■1 _ ,..-� ELEV. - _- --- -- _ - - _ _ - _ _ __� _- — _, - --_ - _ �- — ___ — -- -- - - - - - — WOMEN C MEN LOBE 7 I I [_] JAN. DN DF. i iii II 0 II._ ._ 0 G ITER / 1111 FIRE PPULL UG& 011 HOSE SELQIU 4 :. r .:... '._.. _ - . _ , .._. illi I�Iri i�tii� _ II _ �— I i ' r . J E 0 ► 302 1 — I I --I R j _ i iii PM E LUI EM! -- i A I 300 _ ® Plantlimma°` DN 306 r E ® E E E h o O-=-`� -� - 316 ' = A I_ ,�' J '', -®- - .�� R ' _I �� 303 4.3 E FIRE 1111 L • I_� , 1�[ 1 0 � � :.. 1 N05E � �� WaE '-0 . 1"- �P :::�A :•E :., R R R R DECK - . ,r 315 t. r •.`ry" ti �A 1 � 307 CIE (IE UE A OE E E - maps 1',■ 304 E ' E 1e'' F- R ____:.1_1e1 E E R L- J ®• I\ �'r- I M 305 :� I DECK D�'� ., 1� SPRINKLER HEAD COUNT — t �/ ' - XN 4LIST FA iJ i _ ,•1 _ _i E E J • AO (4) ADD SEMI -RECESSED CHROME 155° HEADS II I 313 ,� 2 2 =I I�-1� -�I .1 ®i E E 0.E - ' E E E • I I I 1 I I Imo- R O (19) RELOCATE SEMI -RECESSED CHROME 155° HEADS jIce� III -I - - -� - - 1 1 'LPe - c�'y�° coee° .�. �_, � _ �• - 308 a rtIopke 1 391-07.3646 PE C OE CE - ■ ,tI `� 1 1 1 1 1 1 REFLECTED CEILING PLAN % L_ ��1 I I • I-- SCALE: 118" = 1'-O" NORTH '. 312 311 310 309 0 5' 10' 20' 30' ■�1 �CI.I ;=1— —I =1s1�1--1= _I --1 SUITE 1= =1.1 =1= 375_.. o- . IDITAROD AY 19 2003 -12 V357) lCoF :� b REVISIONS HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS IDITAROD TI TI SPRINKLERS ' = ,04 Ell FORT DENT OFFICE BLDG 2 3RD FLOOR DATE DESCRIPTION BY _ .. = J ' : ....11 i I r :=! I".11-4..,•-• ; _ '- 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 XXX PSI SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY_,::;(1' •A VIKING M RECESSED PENDENT CHROME K=5.6 '/Z' '/" 155° CHROME 4 _ _ _ z I I, s,�. I 1 _ RESIDUAL XX PSI — �= _-- w 6840 FORT DENT WAY PERMIT NO: - w,,; • R --- M RECESSED PENDENT CHROME K=5.6 '/" Y�' 155° CHROME 19 GPM FLOWING XXXX GPM ;: ,: 2: it\;_ ,,. 1': 1- S _ `£- TU KWI LA WA. 98188 JOB NO: 508-51 DATE &TIME XX/XX/XX ,, ;, I „:771, ' AUTHORITY: CITY OF TUKWILA 3, _, PER: CONSTRUCTION, INC CONTRACTOR: FOUSHEE & ASSOCIATES DESIGNER: DAVID BROWN •i, ,_ :-.. ,_ 1" - ` .- LOCATION: H SAMMY X -PRESS SCALE 1/6"=V-0° ;._:..1-_-1°1��'' FIRE SPRINKLER DIVISION ' L'~''`''''I = 7855 S 206TH STREET KENT WA 98032 PHONE:. 425-746-1000 DATE: MAY 18, 2006 NOTES: ` '' ''`-'-'� -� � � FAX: 425-746-3737 REVISED , / � PHONE 253-872-7222 FAX 253-872-7277 PLOTTED / / FP 1 OF 1 TOTAL PROJECT SPRINKLERS = - TOTAL SPRINKLERS THIS SHEET 23 - i 5/18/2006 3:15:07 PM • W...,_,out Comments As Noted in Red Per The Attached Letter hese plans have been reviewed by The Tukwila Fire re ,e;'tion Bursa tor co—.formance wath current City ;cards. Acce cis . ,;;L is . L jest to e. rocs and :niss'ons which Co mot a= trorrze violetions of adopted nc CS and or_,-anc s_ T rczsporcioll ty for the ' uacy, of cp,.r: rents rotN+!y the designer. -dguns, dele.-,ils or revisions to these drawings after tnis date wall void this accecptence and wig require a resubmittal of rzvied drawings for sui seque nt approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I ( gate:7 3"I)- By: Tlik`AiILA ETRE DEPART -4-27;T . Pleas, 206-575-44W clnd give th3s s Fire Permit No. /D.. -S- 13 and exact address .for shut- down or restoration approval. F OTICE Weld stamps must be 3s cted before pipe is hung. Do7p-not/'paint piping to hydrostatic test es B B B B ELEV. LOBBY FIRE =HOSE 8 1 304 1111=5/1211 NEM Illlllllllli� pin giniiMIMILAMMI L 303 u : �1� _7__ MI aN -- �--- I■ �_ ::�'o IM:Mr1)1111=111E110 CJILKIIIM11110willIKOZERS: 111111111111111111111111111M11110110 322 1 o �- NEM IA iII ;— • L—/ 312 -3101 — H 311 —I 313 FIRE HOSE Clip Hangers 307 ■ Hanger Rings: UL Listed & FM Approved ■ Hanger Rods / Fasteners: Comply with NFPA 13 ❑ All Thread Rods 0 Machine Thread Rods 1 Finishes: ❑ Standard Components 0 All Galvanized Components 308 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 Inith 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 1A" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. --{ 309 314 1Zi NI l! i—liirr . I WWI imaI 1=1111 -, M o`er ME WM= 111111 ram 111 ► � 11 s RPM EM lea GM _Mrig INOMENMEMMENnii. an 11131•1111 NEM 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' NORTH 321 320 -3191 CROWN FIRE PROTECTION INCORPORATED P.U. 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: 1j I PAID JUN 25 2012` kWILA FIRE #ThtcS 4� (A - — - amino= NO WORK EXISTING AS -IS FEC 3'0 R REF • 0 0 FIRE `" HOSE DECK FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-011 NOM i -11 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 HANGER RING PURLIN PRE -DRILL HOLE SAMMY GST 20 318" A.T.R. -"—PIPE (2" MAXIMUM) NOTE ON PLAN: HANGER NUMBER AND DIMENSION 4,7,4, BFI; 0 Without Comments As i-...,> it Red Per�ii Attached Letter _ plans have ie ed ', r;.e Tukwila Fire F .1.. ibt ces.0n re:viewed Bureau s___ _ -yfOrm nce b'.: current City ,cards. -S-Jb3eCti errors ind ;.0 r e vida,.or_ adopted Vdi�iir% _. 1 .i r-_..._: ,�.. ., a ,t,l_5 of ., 'e`?rds find cr- n; PCS Tri rc3p3n5'bi It for the of tie:".;-7_7,-1rF„-s.r N -.gra :V ',TT; trig =i es3gner. - cior de!; .zi._. _‘ to tr.ez a drawings after _'�[ z and will require ire a - ,,,;jbmtcai ct rev'sef] cl:-awsn js for subsequent approval. ' I acceptance is subject to field test and inspection by ne Tukwila Fire Prevei-ton Bureau. 1 :are:( -( By: TUKWILA FIRE DEFAkTMENT Please call 206-575-4107 and give this Fire Permit No. cnd exact add; � zs for shut- down or re:toraton approva 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/DALLAS/DECATUR/DENVER /DULUTNIHOUSTON/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" 0 5' 10' 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 1/2 • 1 — Plug existing • E — Existing no change 11 11 • TUKWILA FIRE DEPARTMENT Please ca.{ 206-575-4407 and give this Fire Permit No. and exact addrcss for shut- down or r ra:storaion approval. Concrete Hangers Hanger Rings / Anchors: UL Listed & FM Approved a #! L,s, t Comments ❑ As "n Red 1 -se clans have b Th__ Tukwila Fire r vtention B r tiea_ To mr, e ,,.C•''. current City .standards. rc vT 'ib;eCt to terrors and rt ni:ssio:is which r _ - 'y � <.' .?ol ;rr�c of adopted -.andards and critn rir_; z T fie responsibility for the adequacy of d s �,}- t� ' 5 with ti -e designer. Additions, deletiosn _ : , v ssCi;S to these drawings after this date wilt void tris acceptance and will require a resubmittal of revised dr= w.A .g5 for subsequent approval. Final -acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (e 0 -CI By: 51 1 Hanger Rods: Comply with NFPA 13 0 All Thread Rods 0 Machine Thread Rods !i Finishes: 0 Standard Components 0 All Galvanized Components 1"=25.4mm Components 1. Drop-in Anchor 2. Spring Clip Ceiling Plate (optional) 3. Hanger Rod 4. Adjustable Hanger Ring 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,::',aa threaded rod and an adjustable hanger ring. The ^,'1 May be either all Thread- rod (ATRT or—ma: chine thread rod (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: wit;. Jw.- erg n1'.2ec er/ d_rret/y to the struc:_..,a/ members such as trusses and girders, or to the. sides of concrete beams. In the absence of convenient structural members, pipes 5" and larger may be sup- ported entirely by expansion shields in the. vertical 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: (0 .s, 1� DRAWN:' 1 SCALE:1 PAID JUN :02013 TUKWF,A FIRE /27k 3 ' ',et" cel • DECK - (--- REFLECTED CEILING PLAN 1/8" =1'-0" 0 5' 10' 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 1/2 • 1 — Plug existing • E — Existing no change 11 11 • TUKWILA FIRE DEPARTMENT Please ca.{ 206-575-4407 and give this Fire Permit No. and exact addrcss for shut- down or r ra:storaion approval. Concrete Hangers Hanger Rings / Anchors: UL Listed & FM Approved a #! L,s, t Comments ❑ As "n Red 1 -se clans have b Th__ Tukwila Fire r vtention B r tiea_ To mr, e ,,.C•''. current City .standards. rc vT 'ib;eCt to terrors and rt ni:ssio:is which r _ - 'y � <.' .?ol ;rr�c of adopted -.andards and critn rir_; z T fie responsibility for the adequacy of d s �,}- t� ' 5 with ti -e designer. Additions, deletiosn _ : , v ssCi;S to these drawings after this date wilt void tris acceptance and will require a resubmittal of revised dr= w.A .g5 for subsequent approval. Final -acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (e 0 -CI By: 51 1 Hanger Rods: Comply with NFPA 13 0 All Thread Rods 0 Machine Thread Rods !i Finishes: 0 Standard Components 0 All Galvanized Components 1"=25.4mm Components 1. Drop-in Anchor 2. Spring Clip Ceiling Plate (optional) 3. Hanger Rod 4. Adjustable Hanger Ring 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,::',aa threaded rod and an adjustable hanger ring. The ^,'1 May be either all Thread- rod (ATRT or—ma: chine thread rod (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: wit;. Jw.- erg n1'.2ec er/ d_rret/y to the struc:_..,a/ members such as trusses and girders, or to the. sides of concrete beams. In the absence of convenient structural members, pipes 5" and larger may be sup- ported entirely by expansion shields in the. vertical 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: (0 .s, 1� DRAWN:' 1 SCALE:1 PAID JUN :02013 TUKWF,A FIRE /27k 3 ' ',et" cel 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'% ---4 • • O O 11 111/11111 111111111111 1u„1nni. ,,, 1//111111/ • • • (E)1% (E)1'/< ---4 • • • 0 • O N N • (E)1'% ---4 • • ((NORTH FIRE SPRINKLER PLAN - 3RD FLOOR SCALE: 1 /8" =11-0” EL LO 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. " 1,1„fp), 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 WASHINGTON STATE CERTIFICATE OF COMPETENCY EFr PROTECTION SPRINKLER SYSTEMS -7' Kyle Barrow 2655-0903-C Level 3 Fire Sprinklers Incorporated FIRE I"9. 'J 11 lbaNmmusomNuM..... .omen KEY PLAN SCALE: NTS N Y 1• 0 SPRINKLER LEGEND >- 1— z w re U CL 2 w 1- 1 cc C=1 U 1+ • SPRINKLER TYPE / SIN NUMBER SSP RELIABLE PAID SE.P -- 4 2015 1- UKWILA FII a8W9 4,i) ACCEPTED /1Er Without. Comments 0 As Noted in Ref4 0 Per The Attache Letter 1 1 hese plans have been revev,ieci by The Tukwila Fire ntion Bureau for conformance with current City _ ..---:- Gards. Accept-ance is siJoject to error $ and ,ionS which 00 !;Ot authorize violatior,-; Of dOpted ards and ordinances The r,-.;:ii:JosOi!ity i -or the 1 k1quacy of design rests tot' wt !- i -.i., qesigner. :`-kiditions, deletions or revisions to .nese drawings after i this date wiii void ch acreiptancz and Ali reouire a 1 iesubmittai of revse6 drawings fo:. skibequeill approv: Final acceptance is subject to field test and Inspection The Tukwila Fire Prevention Bureau. Date:—'/ 1 ( 111KWILA ERE i.)77;,77747-77" ca2 AVC this Fir', Perm 1 5 lid exact pcn-ess A.)r &hot- '4.9wn or rest-or:Wen eipprowl!„ 153286 DEcic -t -T•- ---1-7 ®f f r- i I t 1 �. f - t -t 0-0 Z�- I iervo .-r 1 F ol=F�tGG og_ 11=51 i TI--HFLAN 1/€5`_ r -c ) NOTE: I• Q LL._ 1rx I STI I--16, U NIE PIP11-4(D, I S CA. " ��. )O'-11 UIJO, Z. ALL. ALL - %i a C TU PP - e: ut..10 D 2oP-; To rte`` I C r' -s I f ) 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 s.. date will void this cceptanoe and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this del;b.,rent DAT E://i/zViZ BY STzr t / CITY OF TUKWILA 575-4407 TUKWILA FIRE L#EPPRTMENT Plezise cad: 575;4407 end give his job/ No. 9 -1r./54.2 -e7 and exact address for shut= down or restoration approval. CONTRACT NAME. gD T_I Tr - 5 Ltt TE (o€:4o 5. F3Li/D. TU�-Iu I L-A , v /> CONTRACT WITH. - 74<o- t ooc..)--FF* s►rt= HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A c 0 F G "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE M N R U V MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE 1- 2 3 7 1 16 8 16 2 SPRAY UPRIGHT PENDENT 0 0 TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY DUAN MK DATE BY 1 GI-1C.c:� riE 43 A 1/TLe OPENING SYMBOL OPENING DOWN A A 1/2 A 4 17 32 SPRAY 3/4- 1 1/2 APPROVALS REQUIRED DISTRIBUTION C3 1" G+TY o -rvKwl��. 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 4 1/2 m 1/2 0tt./NE-2-/ AetI-- 1 -4 1DRY TYPE 2 1" TEMP. RATING 165' 212 286' 350' F J. 3 7. 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. >= X 14-12,, . - Sy 4 rt h1 TO F -c T-G"i *JEW eel -i c ve )( p• -i U AI -4 2.OTATE LA r-11 . D k -O I 4Ek 1 PEN I LE► -IT'S rU riorPf t n 1992 1, i3 ` Fire Systems West 1502 PIKE STREET NW., #4 AUBURN, WA 98001 (206) 833-1248 VIA ST Caa4T LIC NO FIRE SWI 14081 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER - DATE JOB NO. SHEET �tAme5r-Jlt.u_.IC-, 11 jstriz 1Sco4 1 OF I T�/,'s 0)4 __--' 4 r•4 cfro= GEMINI OES (Gtr( DENS I -ry : -I'S/ `.AP.GET,T P`Gz.G 1 Ino \ \ \ 1 N4 r4 r t b } 4 -12•� < 4ca`-o") RIS<�R ELE'ATIC'4 FL. (o -c} 14.6 ors 0 0 t De.+aid I_ 111.6 p//)/A/4 Notes arr 1) This is an existing three story biuildpag shell with metal deck and steel -joist construction. 2) There is existing upright coverage_in space- -. dile to lack of ceiling grid, 3 =`- 3) Existing upright sprig-upswill be rerioved= °and replaced_with pendant drops_as-shdwn in - Detail 1. 4) dead spacing in. accordance _With NEPA-l3 Ordinary Hazard,Group Y. 5) Ali stater !els andlabor- in- --accordance-`with=. - NFPA 13 and City of Tukwila,-=, 6) All new piping will be hung'with`1iet4d` expansion shields; any armover greatei_than 2'-0" will have suitable hanger(s). 4 � 0 t- 1 1 N SCALE `B` = 1'-G 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 accept3nce and vrill require a resubmittal of revised drawings. Final acce?fance is subject to field- inspecti_ a by a representative of this deport;•- ent DATE;/ w BY: ..r 1 - CITY OF TUKWILA 575-4407 TUKWILA FIRE OEPARTMENL Please call: 575-4407 • and give this job No. ft 283 and exact address for shut• down or restoration approved, GENERAL NOTES SYSTEM TYPE NAI HYDRAUUC DESIGN DENSITY G.P.M. AREA SO. FT. HANGER LEGEND A 6 EYEROD & RING c C.S. ROD & RING D C CLAMP, ROD & RING E CLG FLG M.T. ROD & RING TWO WAY EO BRACE FOUR WAY EO BRACE O INCHES - STRUCTURE TO & PIPE Q165 49.212 TEMP RATING 49, 286 9 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 W J -J 0 GROOVED FITTING AND/OR COUPLING 2 } GROOVED REDUCING COUPLING J H z O cC N W Z z 5 a w � O a D O 0 p U 0 w O G a1 WELDED SHAPE NIPPLE RIGID COUPLING g SPRINKLERS ADDLES Rrc c “gotAc TOTAL SPRINKLERS Zat W Oce 0000 8 Aka. 13523 3 I, • 153260 i A 3 cz-ELOcK - = - ACCEPTED t?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- inspectiJn by a representative of this dwrtrrent DATE: 3 13Y: CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.qr—r5'7e? and exact address for shut- down or restoration approval. RL7 '1 /s(0t3, t3 solo Jo Ep sr, ca-cec./c.4770-1-)s o,?-- /9S ecficrs g- c,4/'6C E)4/57 5,Sci .7"e>5SPAJe,,c) 6-76P4-19 CONTRACT NAME. - ULU 1E.R.S___ ULIDERWR rrER Fcre-2 FLcxD _1 Vsj11--A. Nes.redc.- • • ILE CONTRACT WITH: FOU EIE - Po.x -57 Co7 .5'3=c3.94 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 TOP BEAM CLAMP NJ WEDGE ANCHOR E EYE ROD F FLUSH SHELL T G CEILING FLANGE H SIDE BEAM BRACKET -.I- BOLT K SHORT CLIP 2 4 2 - 3 7 I 16 8 16 2 SPRAY 17 SPRAY 3 7 SIDEWALL i 16 2 0 4 e 4 4 117 Vs- L. "I." ROD DRY TYPE e SPRINKLERS UP AND DOWN OPENING UP 1/2 1 1 1/2 SYMBOL TEMP. RATING a OPENING DOWN 1/2 1- 1/2 g- 165' 212' 286' 350' SYM. 0 0 TYPE 550 55P MFG/MODEL -1•4 5T9-1(.4 (ZONzNE.) F93z- SIZE TEMP. FINISH CANOPY DUAN c 69 MK A A A A DATE BY APPROVALS REQUIRED DISTRIBUTION -1-LA a. A NA/ SRFS. TOTAL THIS SHEET 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. EARTHQUAKE 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. la JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. la 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. E.,41t--"rtAcq 47-5,-14 e.o— uRz.ILA st•-,„? C.C.44-4 czDc p.c.m.kr, "4 2_1A E..41 S Oki C.E_ CY' Fire Systems West FRO1,-1 RCD PALA I w.h. 9 &401 'Zs 1VA sr cow, uc NO FIRE SWI 140E11 1 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION EtY DATE DESIGNER DATE JOB NO. SHEET -- - 9-1 /95 IOF CA 153266 3-V • 5 -1(1 -sr EL Y. L.ogW_ 1 L�YA'i'=�iZ.s Lt .4 1 _fi E"Lt(1 PL -AN ar ISS' = I : o- Nom. !, A 1.-1_ c , 4fl P-4 L.1-1 F is t'4". Ljwu� Z. Au_ QC. -01-'1, -1"z. S' P's 7E) 1 1( AL-L_Amu{-OVEP- VS -0- Z=0-77-) 17,E 1-IVN (,t 3/ ,5 Tof gM CL.A.r-i f' wl SZ1zA�+ . 4 • �y_t_ C ElUnlys ►o -t\` ,[AFI= 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 Tui: `/ii-. Fire De _t. A . tions, deletions or litr-: =:,13''Y7l i t. .1 1.31 'r ,,A.. - aft3-r this i _.i 1t _;i and will - r;_quirJ t:; a.:::,;.. :.i ._; _,:' re ii Jr.Jwings. Fin 1 y. `. n. -e i3 s .,t rD fiel-- ins,.ro.i ),I ,,y a re, rt.leni:ative or this de,;, ch;'_ DAT€:P, .I/ 2- BY: � , .5i 'CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Tease call: 575-4407 and give this job No. q2" --- o/ _ and exact address for shut. down or -restoration approval. CONTRACT NAME. /4Sc3CI4f1oN4 UNDS2vEr 60540 SO u-n+e E .-Tee., Pxv P . 1r'U14-4A/i ta4 , WA i= T os-tsiT 1'L E;US - 1'A rz CONTRACT WITH: Q o. 50x 3/(.1 Bl EVtie Do°t HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B C D E "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD M N MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD SR 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 • F0,-1 oE1.rr (, _1 P91 Z ICoS' C4EpM� "7 b 813002- )O �t "TV�1di#LA R WEDGE ANCHOR T 2 16 8 16 2 SPRAYR 0 1/7 OPENING UP SYMBOL OPENING DOWN A A 0 1- 1/2 A F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J• _ "J" BOLT K SHORT CUP L "L" ROD U V W Y 4- 17 ❑ 8 16 2 SIDEWALL 1 1 32 SPRAY 2 4 3 71 3/4- 1" 1/T 1 1 1/2 1/2 APPROVALS REQUIRED DISTRIBUTION a 1 Uk.4/ILia �.D. 1/2 z 1- 2 DRY TYPE 1- 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. 5+,1Zifri -tE .S 6PA�E0 Foe_ cEPruA.ZY �Zp�D Fire Systems West 1502 PIKE STREET N.W., #4 AUBURN, WA 98001 (206) 833-1248 WA ST mai Lc NO FIRE SWI 14081 1 QUALITY CONTROL BY MITE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO. SHEET �iAr IES giJAIC.IG 11/2opIz "7461-Z t OF {` PARTIAL PLAN MEW /a=1-0 ACCEPTED 43 WITHOUT COMMENTS. O AS NOTED IN RED ❑ PER THE ATTAC, QED LETTER The drawings affixed hereto have been reviewed and accepto..i by the City of Tukwila Fire De,t. A ? :?`i ms, drl.-;i3ns or revisions lis date will voii thi•.:. : •,n !II require a resub:.ic_:i Final acceptar{ce is su*..t inspection by a representative of tnis department DATE: 2.-2-61'2,/BY:.-1 J?O CITY OF TUKWILA 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 K W 1 L-A , WA 98 Ise HAW.IF__Z LEGEND SPRIiJKLER- Usep AMP -OVALS eEQUIREP GENERAL. NQS. Fire Systems West SYM. TYPE MFQ . / MODEL SIZE TEMP. F�NISN 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 Joe, IJO. Z/25/94- A7343 SHEET I OF He\LT'Ae 47* "-oat?' 61010 —k Itz- 1St 1 •• /e 8-0 8-c> S -C3 N-bozirz. ot, .4. TO 9-6111.11.0-1 Gje I -ST; .017.112-S. ri-oc)R_ _ I or wt21-161-.1 EIr. tiG1-1 1 ACCFPWJ IS. ) [f] AITX3 ED LETTER The cir.:r.vings a{;i:;teJ hersto have been rev.o.ved ehi hcseptc.:1 ..7,/ the City of Tukilifi:i Firs A./ -y, cJi-tbns or revkiols to t • this date requi Final acm i ins7cio.1 reajuo this depe-rt' .ent DATE: j..? 43 BY: CITY OF TUKWILA 575 -4401 TUKWILA FIRE DEPAtifiNT, Please cad: 575-4407 End give this job and exact address for shut* down or restoration approval,' z.ourraescr NAME: moN5y 6-ror-e' Formr- psw- era5r LOZ 6,540 •Ecit'-rer__ euvc.. , JA. LECTiEt40. _ SPRII4K.L.ER-S t -1,66f7 APPP-0VAL.S CF.:GORED I ZoE.44ER-AL. Nestr...s (7-• Tb9 M.ec.1.44-"1r — 6r4. TYPE tiFe../ MODEL. SIZE TEMP". -Fif4(1-1 4.0.440P11_ rouAt.l. TtJIwL1b. • • 1 ViCil7i24a R. :• - FW1406_147r_ I cos'a tzer_. cow. 14.0-W 4fri _ r Sit/Po -U P 7-7- EPL...D.t.6 t•iet4/ Drz-c>F. 1-0 1-1-0 - G01,1 F3t)4-r1et..e"GOY 5.177 00.1/40,:o ye - 449 L11-4 6.t 11)1KA.1t/ i4-11.7.41.1Z.D pipe- •,.4+633.4.P.-6. Fire Systems West 1502 Pike St. NW. Suite 4. Auburn, Washington 98001 PHONE 206-833-1248 JoE, SHEET IOF1 a SAMMY X -PRESS NIPPLE LENGTH VARIES EXISTING OUTLET 38" FLEX DROP 1/2" SSP MAX FLEX DROP �s.. - -.:... .. . .:. .t i k- 3 .. �*;�,-... � f � � : ' ,-4.'.' !n r amu. "E-- :.,b`; tall.*-- Y.. ", i b` ':=..'�.i' ':P ; -� M4 / / / a .tY i v fi -: r . ,..rhe.. / -.- ----/- / t - N / / (E)1% BL I'I / // A �•� '` _ ACT @ 8'-5" LOBBY / / MIN •�E�EI•E�■M•�•I r / ACT @ 8'-5" OFFICE / (E)1% BL I, 'V /i ACT @ 8'-5" OFFICE / �/ / / OFFICE ACT @ 8'-5" Iv r\ ,,.-- //////Yv//////////////////r '/ ! /////////// //////////././/// •• ••• •• • RS . ) I • 111• • •• ■ �- t ACT @ 8'-5" OFFICE •• • AO OFCT F 8'-5" ` R R 1 • 1 A P 1, - o 1-10 1-10 (E)1V2BL t : • • -r a • ■ i ` ---_---� L--. tr ,�4, i:.i -vis.• $ .i3a... ..',% _ i 5 t ti 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 -t- KEY KEY PLAN SCALE: NTS 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 = ADDED EC PENDENT = 2 = EXISTING WALL = NEW WALL V/////A Sid St S IS4thSt Sw 16th C+i ' ' 8yrtnge .i 160th St 1 _C- . s V�'j S 162nd St I p 1 H _ to S 163rd PI = a -n.-.. u. $164(11 St y A :N s teeth st A se 7Lkmi7u Pon#: Treck pf Induvi - i 4 VICINITY MAP SCALE: NTS t ACCEPTED 1 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 o-c+inances. The responsibility for the adequacy of de.si;n gists totally with the designer. Additions, deletions cr revisions to these drawings after this date will void th.7,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: 1 -il 1 TUKWILA FIRE DEPARTMI 1 Please call: 575.4402 and give this job No. 0(0 -S- /O? td ,:xact address for shut. :wuu or restoration approval. FILE DATE REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS BY A BEAM CLAMP W/ RETAINING STRAP 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 R■ 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 /rr 155° CHROME 2 DATE & TIME PER: LOCATION: CONSTRUCTION, INC AMERIPRISE TI FORT DENT BUILDING 111 6840 FORT DENT WAY S q-4 2ar TUKWILA, WA 98188 ��`� 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 PASD PHONE: 425-746-1000 FAX: 425-746-3737 JUN — 5 2006 FLirkw a Fire DESIGNER: C. GALLANT SCALE: AS -NOTED DATE: JUNE 1, 2006 REVISED / / PLOTTED / FP 1 OF 1 r/ .% —l- hy-.'� f S ::_j- ! 7r 7 I 1 I _ --;i:I\I i -_.-A, y.'7,\"; 1 7---,---;„--„. -- /,i '”` i I I �._ .�, r I I, 1 tL1 t1` � ��iLf ' \i.I 1 FORT DENT II 6840 FORT DENT WAY NORTH 1 SITE PLAN NTS \ FORT DENT\ PARK FORT DENT II 6840 FORT DENT WAY EXISTING OFFICE BUILDING NORTH VICINITY MAP D Without Comments zEr As Noted in Red Per The Attached Letter These dans have been reviewed by The Tukwila Fire revention Bureau 10- conformance with current City -Yandards. Accepter::-=- is subject to errors and nisslons which to uutnorize violations of adopted 3ndards and ordinnice, The responsibility for the ,de`quacy of design rests totally with the designer. Additions, d '.e`�iori. rovisions to these drawings after 'tis date will void MIS -cceotance and will require a esubmittai o revise0 t-awincw `or subsequent approval Final acceptance is suoject to fel--d test and inspection by The Tukwila Fire Prev°erito = Bureau. 1 Date: /(-/ 7 $ By: c :;I 20::7575-4.7f:07 cnd �S 97 :llfvn shut - or restoration zppdo3 L r `L_ 205 . �.C✓Ii71�i�TtlCL�1l`�7 m 1 217 O 220 L e J Loa I 1 I NIC 1ST FLOOR REFLECTED CEILING PLAN A2-1 1 1/8" = 11-0" Pc_ Sur, 4 1Nc e Z-(:) Eb 0 PSL l- atm 0 2 4 8 16 SCALE IN FEET f 1 NORTH SS -- 1\V1 �C C .Ra r,La O\u .L l'L r�r�.T�____ -T'`/% M �^�1 i /•- i-rZ_i 1 J z `/L.c 1 eai'-'� c-\1Ap•C a ,6)\0__Let Ucs - P`Ir A Pic -kJ( ' cO c- ca TcTP-1 ck- -1e- E 00 - SCOPE OF WORK: SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING; :ssaJppd'8 ailll Pa[OJd - o c)0 pprr orn z }--4.71 M lZ^'O CD rn .1 .11 i—i p 11 0 rn -1z H C 0 z 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 OF 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 SUIT E: AREA O_ 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 (1NIC) 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 ISONIPMSWIF PIKE PII®TICTION $'V T $ $ leans Peter 21100-06 01-C Levet 3 First Defense Fin Protection, LLC. FIR$TDFlLj P ■ _LIC# firstdf981 rp PAID CCT 10 2318 Ti I FIRST DEFENSE cc y'33.2' FIRE PROTECTION 10212 215T11 AVE SE SNOHOMISH, WA 98290 iiii ,P 384-79t--9479 Eli U114\ 'lAil---:- ----i-CJLt _.kb zx E t kj - b 10 \\�. J� FIRST FL OR ci �, B Li. ‘a „tab 11 DATE ,c SCALE AS NOTED 13 ' — I DRAWN L.t°"\ C.1- .� 1~ J08 N9. NO -17-078 DWG' NQ_ : AREA OF WORK • KEY PLAN SCALE: N.T.S. ----EC EC 7 Z7 EC EC II EC ot FIRE SPRINKLER PIPING PLAN T.I. EC EC EC l EC EC SCALE: 1/4" = 1'-0" REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION EC ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS () t�J BRANCHLINE/ MAIN L1" ARM -OVER (VARIES) 1" x'/" R.C. OR 1" x'/," R.C. %" SSP OR 3/4" EC SSP TYPICAL ARMOVER SAMMY X -PRESS ACC TED 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 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: 5-- C -I C By: \, ► � 5-11 DATE DESCRIPTION BY A It AREA NUMBER REMOTE AREA SQ. FT. COD! HAZARD SYSTEM TYPE DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTBID! HOSE ALLOWANCE AREA PER SPRINKLER H SAMMY X -PRESS TOTAL SYSTEM REQUIREMENTS: -I tl HYDRAULIC DESIGN INFORMATION AREA NUMBER CODE HAZARD SYSTEM TYPE It REMOTE AREA SQ FT. DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS; AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO 0 ABOVE 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 DEPARTOl1SK Please call: 575.407 and give this job No. it1 S -Dq- a; Id exact address for shut• ckiown or rgstarat'pon 3nnrnval. NOTICE Weld 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° EP * = EXISTING 3/4" 'SR' EXTENDED COVERAGE RECESSED PENDENT,165° R Ec ®= RELOCATED 3/4" 'SR' EXTENDED COVERAGE RECESSED PENDENT, 165° r,, ftn S 1 `.. th :=t 153rT.I ITUf:iY� �3 Fake r 3tk Far'.' t' Fun Cs"P.r.; (:ti Or'`FS=�Y "�`- �TiilE,ui1n Phvey - Evans E'ack rflr I E 1. I_:tll St VICINITY MAP SCALE: N.T.S STATE FARM INSURANCE T.I. 6840 FORT DENT WAY #210 TUKWILA, WA 98188 PAID FIRE SPRINKI_I PIPING PLAN T 1 PERMIT NO: - JOB NO: S10-65 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: FOUSHEE & ASSOCIATES, INC. PHONE: 425-746-1000 FAX: 425-746-3737 AUTHORITY: CITY OF DESIGNER: M. WOODHC' I`=r. SCALE: AS NOTED DATE: MAY 2010 REVISED / / PLOTTED / FP -1 rye; 1 C (J 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 TOITY C 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 % / . / ' r�/.!Sf/'r'drr`",f'j•r1 r/://,// !._r,.l! !4ff!,.!% j // i fF`f / ',j r , Jf/' A. i�?�:4°+.� 3,256 SF (NO CHANGES) ±19,933 (NO CHANGES) . R.,.., .� / '; //r% !f ///// . A �1'�r iiv" !!` r� - os iblE IM -3 / r i ' �-'f`f '11- i �' fj/ sl � 2C)9 2� 8�— is -. t J/�f�;,r ft ''' '!� ��'� ' � � ,���'�' �.�l.�a°'!'�" `' `S 1 , "' ��I—J L__AI.... � �� ;� - _ _ Y4 NMOS —J r—.I r-_� E 01 201 0 0.4 r__-1r--�i-- �1� J�! ' c R lair E 0 Er :� 07 �I i ■ ��� 211 1 111 210 A , 0 j 21111 milmr - F- — i _ r- — r L_ r- — r -- .- II _ *MEP'• ill= _ __J 7 — R __, L��I�—_31_,_„ 1 1 I s E IMO 0 E UM 1E 0 NM E 0 IHI A -� L � ' _�� -.R.,...... M�M�. �. -.—:.wvwae�� rtwu �awwRewS.rriKnM—. —rt.a.±mtieam W os I N OS' �I1 os_ I 'o. L J R R 0 I • r--1�—� RL � I R � i 206 L_Jl—_J - E• E 0 � 202 E 0 E +03 : ® 10 A 204 ■ 0 E 0 205 0 0 :)^:I F 1 1 I I I 1 I I I I I 1 1 11 I h.";' REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 0 4' 8' 16' SCALE: 1/8" = 1'-0" ORDINARY HAZARD '130S F MAX OFFICE AREA E = 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 - 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 Plc TSD 0 Without Comments O As Noted in Red la Per The Attached Letter rev,sions These plans have been reviewed by Tne Tukwila Fire Pr c 'ei tion Bureau t,^r conformance with current City st:; idar ds. Acc= a , subject to errors and omissions which CO . 3 -'trornze violations of adopted staridaros and Then bliio, for the reS[7ti.: ,31i�, 1� ad cuacy or des:h:_, r.ota!6y with the designer. Additions, deletions C.7 : f.: is o s to tees -e drawings afte, this nate will void this 1c'eptance and will require a resubmittal of revise" drawings for subsequent approva;. Final acceptance is subject to field test and inspection 14int The Tukwila Ftre Prevention Bureau. Date: C -1i 5 8y: OE,VELOPMENIT sly Ti i; vd ill FIRE DEPARTMENT iT Please. cal 205-575-07 and give this Fire Permit. No. lq and exact address for shut- down or restoration eapproval. 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: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 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 PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: WHITMORE LAW 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.l2ty 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 DRM'N LP sv r D1/1, /•19 • SCALE 1/8".11-0" TITLE . FIRE SPINKLER PLAN CAD FILE DWGx 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: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 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 PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: WHITMORE LAW 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.l2ty 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 DRM'N LP sv r D1/1, /•19 • SCALE 1/8".11-0" TITLE . FIRE SPINKLER PLAN CAD FILE DWGx FP -1 • W 1.3 :J CZ J 2 i W E W LL ,b' 0 z TRIN1FP1010K 11021 CRAMER R0. K.P.N. Pt; It -1:1,3-0 137,'1-.117:13 *7)3 71 WY 34.1 a 5 1 00 AtC ,,C\ J W 9 g O e t �a L 0 am- C a)• 2 '0L (a 2 X O • C PHONE 857-5222 G1G HARBOR, WA ARCHITECTURAL MASTER gET -IPS i9[1='i 3. 24. 94 09:29 AM '+'HSX ?--88BL.D 3S3-9669 P03 R, •.,, •4. • • + ,• 4, • A (ri> v MI v qI t!Fiih;N?,11 1.4-1-74( yrt-r-Lpti io yOMIL h f • J2Y5 -c3 % 11 0-6 • Vni a 0 114 it 1 t. 1 • • fly, kt 4%4' NI The drawings af-ii-ed here reviewed and accepted tov or revisions to these -dr t date will void 013 acee-J— ANLL E3 Final acceptance is sab,ellito fiat department • 1-6 — ifTELEENNE POST 18BA 20 24 x 34 • CAI • 1%4- i3RAtio,-.1 LINE • r. • 8-0 - • AC ria oltjeal(sWe 71 /el:1LP -1R57;.5.7— 771 AirE_N-rTP°- address f fer 1 rokT APPROVED SY CITY -c,F DRAWN BY 0-/e,scr-at-AwcrivE 11 • AC ria oltjeal(sWe 71 /el:1LP -1R57;.5.7— 771 AirE_N-rTP°- address f fer 1 rokT APPROVED SY CITY -c,F DRAWN BY ARCHER CONSTRUCTION, INC. 7855 So. 206th • Kent, WA 98032 872-7222, Fax 872-7277 AR -CH -EI -219 -DR WE ARE SENDING YOU: ❑ Copy of letter ❑ Change order Attached ❑ Prints ❑ Proposal 1E77E2 C),' MAGUTRth FAL1 DATE 171 / '7/ CI PROJECT NO. /G� r I/ :TTb0N/6 AL67i1 0 ef4ry-- ecrzi- Specifications 0 Plans 0 COPIES DATE DESCRIPTION PRO . Vii, f r,t/-G&.),e__ C_,At/S f e____ .�---r IF".11111LIIIIIIIIMINIIIIMI MEI ,--) . / 0 ef4ry-- ecrzi- Specifications 0 Plans 0 COPIES DATE DESCRIPTION Vi . Vii, f r,t/-G&.),e__ C_,At/S -M . WI IF".11111LIIIIIIIIMINIIIIMI MEI THESE ARE TRANSMITTED as checked below: O For approval ❑ For your use ❑ As requested 2kFor approval and comment Please return pies TUKWILA FIRE Please call: 5.44DE4`07 ENT and civv fir, and exact address to--. ;- _.� ,uoititn or restoration r srto,. REMARKS F-_ T ▪ �Z COPY TO- SIGNED- geikagg If enclosures are not as noted - kindly notify us at once -_ _ 0 0 ENTRY CAt1OP`; NON 'O'i B.NOA5 1: •� ff I• I i t _ 3. l 0, t0 4- r • • f I t _ ( _ r s 1 3- 0 •1 10 1 • 0 • 0 it I • • t 6 STAIRS r 4 `-F 14 H H • 0 • c • 0 i • • s _ _ t 1 t = 1 E { • fl 00 Q• 4 t1 • 0 • ENTRY CAtJ©PY- f NQK COMB NO A S: 1 1 if 1•1 ` ' t i j � t CI Q jcD' U) D J i • 11 n • 1 [r I i 1 8.0 CLG f • 1 0 { * 1 - 0l t 4 1 - —I. ELE ATJR MACH SPACE Y 1 r tr 0 ✓ JP - O i a.) VP 1 Fr I !- -lino A — — — DRAWING NUMBER 0 44,O CA\P GE:Mi 41 • — P.ECESSEr:: CH-tioN1E PENuE=1.1T CM') 1 1=v 1 N OSI-451TY .1'�� :_AP3tc1T P-oOM -T 4 -\ f'4 -4 n t c IT r4 "4 It !i :t 1' : tt,oc In < SP -D FL (2.G.; et -1 Ft_. C tom' • cz- F \15.E$. ELevATICN 143. S ;- i - - ad 11 - *7 t i ./4.- _ '4. t'4 33 _S De_ t- 1 r'4 3ND FL.- Ta-NAk FI FIt�IG �Evt 1 :rte+ Notes t L L_ \ 1'4 f'4 42.0 E 7 - f 1 1-L I t-- 11 - it r4 -F- •. 4 r-_S 4'4 } 1 1) This is an existing three story _building shell with metal deck and steel joist construdtion. 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 drops as shown in Detail 1. - 4) Dead spacing ire accordance w- ith liZPA13 Ordinary Hazard, Group i. -'- 5) All materials and labor in eccordarm e with= NFPA 13 and City of Tukwila. =_ 6) Ali new piping will be hung with -listed =__ expansion shields; any armover greats: than_ 2'-0" will have suitable hanger(s). ;! ii �ri `_ " t \ .1 \ -r J r t�2 - —e- ▪ , 1 -r - -I- I ^ •t \\ 1 . 41101., ltdert I'X tY4 ly DESIGN DEN�IT1: . E5T RX:)oM STAND/ \P RanISTEF. 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- inspecti3n oy a representative of this depart :- ent DATE:%//3M- BY:.-1-57.2--- CITY Y:./7--- CITY OF TUKWILA 575-4407 • - RF!'I=SEG --P'�GY� L PES-dGEhtT (4& TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No, .--- .28 Zand exact address for shut- down or restoration approval. GENERAL NOTES REVISIONS SYSTEM TYPE W 1 HYDRAULIC DESIGN DENSITY .1.5 G.P.M. AREA FiNcoM SO. FT. HANGER LEGEND A U -HOOK B EYEROD & RING c C.S ROD a RING D C CLAMP, ROO & RING CLG F1LG M.T. ROD & RING H TWO WAY EO BRACE FOUR WAY EO BRACE O INCHES - STRUCTURE TO & PIPE 0165 $212 TEMP RATING 286 PIPE SIZING 1 SPACING CONFORM TO NEPA PAMPHLET NO 13 STANDARDS FOR HAZARD OCCUPANCY. ALL MATERIALS & EOUIPMENT TO 8E NEW & UNDERWRITERS APPROVED. OWNER TO PROVIDE ADEQUATE HEAT TO KEEP PIPE FROM FREEZING. SYMBOL LEGEND GROOVED FITTING AND/OR COUPLING GROOVED REDUCING COUPLING J U 0 WELDED OUTLET (HORIZONTAL) WELDED PIECE MARK RIGID COUPLING 0 SPRINKLERS 1417Den REG c iIgv...0 TOTAL SPRINKLERS PROJECT NAME DRAWING TITLE taa ig II 01300 VI ag woo 7 et 0- iLl I. 8 !IT Contractors License: Aka. 13523 0 at crl cr- Z SITE PLAN SCALE: 1/128" = 1-0" FORT DENT PARK FORT DENT 11 6840 FORT DENT WAY TUKJVILA, WA 98168 13 113 ro- 4 pk-ce 46 404424. TRUE NORTH PROJECT TRUE NORTH NORTH A2-1 REFLECTED CEILING PLAN SCALE: 1/8" = .A(LnaUtts 1-C oil, r -v h t r.) u k Lrk )rte PNELID Ci T E<: r11 ISL 3\L),) 1 0 4' 8' 16' SCALE: 1/8" = 1'-0" V BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUE i iON: CONSTRUC:I ION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL FLOOR AREA: 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 SPRINKLERED (NO CHANGES) 3 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 PIRO PIOTINITION IIVORIVELSO f1r$T Lewis Peters 2800-0891-C Level 3 First Defense Fire Protection, LLC FIRSTDF9$1 RP 1 bagasse 1 revisions client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address REFLECTED CEILING PL APPROVED li!;T JUL 01 2019 PUGET SOUND FIRE FIRE PREVENTION t9-5— 12`Z$ is Leh C;m-rc 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 PIRO PIOTINITION IIVORIVELSO f1r$T Lewis Peters 2800-0891-C Level 3 First Defense Fire Protection, LLC FIRSTDF9$1 RP 1 bagasse 1 revisions client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address REFLECTED CEILING PL APPROVED li!;T JUL 01 2019 PUGET SOUND FIRE FIRE PREVENTION t9-5— 12`Z$ is Leh C;m-rc PUGET SOUND FIRE FIRE PREVENTION DEPT FIRST DEFENSE FIRE PROTECTIONc 10212 215TH AVE ,SB SNOP 8 894-9479 90 U=N-cr-NL_ - SAID .:�.)t 1. 2319 TU WI LA FIRE IRE cr Or 3 cry— ' lilt PPCLF-T----- r bBLA0 FicA-1- MITTTuop% -1-0 ` I _ SCALE AS NOTED kiiup,‘ o\\ DM ,..c(_46 Li JOB No. DWG. NO. DATE 30, 303 305 306 I r-/ I EXIST ELEV. 03BY Terr 111111111111111111111 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Burt^cu for conformance with current city L I standards. Acceptance is subject to errors and tc,rnis;,7ions which do not authorize violations of adopted { `"_3rc;ards and o: uir ai- c_ `_. The ae responsibility for the r % c: equa: ^I jrs i feats totally with the designer. or r"vis:ons h these drawings after •.: car v ±;} . this' r ce and will require a ,-_subm;ttai of revised Ora:kings for subsequent approval. F-inal accepzarc.,-is subiect to geld test and inspection by The Tukwila Fire Prevent:on Bureau. Date:. --4D4 L/ By: RE4/0 TUKWILA FIRE DEPAri 1 Mail Please cad: 575-4407 and give this job No.–S–/C2c/ and exact address for shut- down or restoration aaarova4, „_ 310 308 THIRD FLOOR PLAN 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 SWIVEL RING. HANGER DETAIL 1 SCALE: I1/2" = 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. 0 THIS TENANT IS ORDINARY HAZARD. (PER CITY OF TUKWILA). 20 ALL AREAS ABOVE CEILINGS ARE NON-COMBUSTIBLE, NO NS REQUIRED. 3O 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). E0 P � 14�°moi, ii■■■■�\■■■■■■: 'i■■■■■i■■■■■■I \!RRT■' ti7P alb" - KEY PLAN FOR REFERENCE ONLY SCALE: N T 5 „A...11.117 JAY 1 q 20.04 6 . 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 fi3 UP FIRE HOSE (5 0 MEN \. 0 RECESS NEW DOOR 12' LIMIT OF WORK INSTALL (2) 4-PLEX OUTL AT 9C A.F.F. REMOVE EXISTING .414111) 2 LILOBBYELEV. JAN. TALL NEW 3.-0, X 8'-0' MIN RATED DOOR AS PER LDING STANDARDS CLOSET AND DOORS ...v....................................„.../. --- INSTALL NEW 3 5/8STEEL STUDS W/ 5/8' TYPE X GYP BD EACH FACE FULL 1 --EIGHT MODIFY EXISTING FRE SPRINKLER SYSTEM TO ACCOMIDATE (1) 1-IEAD IN SERVER CLOSET NSTALL NEW VCT OORING INSTALL (I) 100 CFM EXJ-1AUST FAN IN CEILING TIE INTO EXISTING E>1-4AUST SYSTEM FOR EXISTING RESTROOMS EXISTING SPACE Li DATE OVER ALL 32D L SCALE: 3/32" = REVISIONS DESCRIPTION VEL FLOOR PLA\ HANGERS ABBREVIATIONS WATERFLOW FIRE HOSE__J E37 f 8 RECESS NEVV DOOR 12" LIMIT OF VVORK ff EXISTING EXIT ONL r CORRIDOR ) D raf INFORMATION INSTALL (2) 4-PLEX OUTLET AT 96" A.F.F. REMOVE EXISTING -- CLOSET AND DOOS H INSTALL NEW X 8'-O" 20 MIN RATED DOOR AS PER BU LDING STANDARDS • E / it 100 CFIAI EX1-1. FAN' It 11 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 SPRINKLER SYMBOLS BY AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO pF —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 rwril r 1,1\11rm mr. STATIC XX PSI SYM MAKE MODEL TYPE FINISH -119:-0 1/4' INSTALL NEW VCT FLOORING INSTALL (I) 100 CFM EXHAUST FAN IN CEILING TIE INTO 0 0 \LARGED PARTIAL FLOOR PLA\ SCALE: 1/4" = THREAD ORIFICE TEMP CANOPY QTY RESIDUAL XX PSI 9R RELIABLE F1 PENDENT CHROME K=5.6 155° CHROME GPM FLOWING XXXX GPM DATE & TIME XXIXX/XX PER: CITY OF LOCATION: NOTES: CONSTRUCTION, Ili piplu4t i%zeu19-+-i3 ___rrrram-rri nrr iliKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. E.77.,t ST: -STR.L.elvetic- ACCEPTED I TL These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city ion Bureau. L standards. Acceptanz.s.e is subject to errors and omissions which do riot authorize viotions of adopted standards and ordinances. The responsibilily for the Ii adequacy of design re.s;:s totaliy with the designer. Additions d,:-.1etions or revisons ;.'o these drawinds after this -date will void this accnp.'-r ..:: . an will require a . ., rt,submittai of revised drawings for subsequent apjiroval. i. , Final acceptance is subject to field test and inspection by The Tukwila Fire Preventii 5. Without Comments As Noted in Red Per The Attached Letter' 0 <Z(_.(3c_j4)--v-E- (J)(r7 e -Kt bE&IT FORT DENT WAY 2 6840 FORT DENT WAY TUKWILA, WA SERVER ROOM 3RD FLOOR PERMIT NO: - JOB NO: S05 - AUTHORITY: CITY OF TUKWILA TATALSPRINKLERS THIS SHEET / FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: BAKER CONSTRUCTION PHONE: 509-535-3668 FAX: 509-535-3720 11_ DESIGNER: BOB POPKE SCALE: AS NOTED DATE: JUNE 13, 2005 REVISED / / FP 1 OF 1 General \otes: z 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 NHPI ,..0.- IlLrf KO'S --,+ —17 ` Rrir 111VVIN 11-0. •I I CALCULATION # 3 TOP SEAM ALL NOW ROD H—AJ TA.CMMG AIw10CR HANGER HANGER CODE /31 31 Hazard Class. ATR 1 S— TOLCO ADJUSTABLE RING 1 DATE TOLCO TOP BEAM CLAMP 1 4 TOLCO RETAINING STRAP 1 Calculated Areo 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. -4 17 17 1 P son 1E6 1 i L AREA OF SPRINKLER WORK TUKWILA FIRE DEPART iviti'-i Please call: 575.4407 and give this j9b and exact address for shut• dt.'t4n or restoration approval. EPTED /.►` taout Commcnts ❑ 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: �i By: 57'2, DEL. 1 1 NH z-.79lJ 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. ANDERSON—MAGRUDER CO.,INC .. FIRE PROTECTION DIVISION 1' 1 L E FILE NUMBER S— System Type CITY OF TUKWILA DATE 12-1-03 Density GPM/I m GPM/ m m GPM/ m m Calculated Areo Area per Sprinkler 0 m m 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: 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. -4 17 17 1 P son 1E6 1 i L AREA OF SPRINKLER WORK TUKWILA FIRE DEPART iviti'-i Please call: 575.4407 and give this j9b and exact address for shut• dt.'t4n or restoration approval. EPTED /.►` taout Commcnts ❑ 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: �i By: 57'2, DEL. 1 1 NH z-.79lJ 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 1' 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 TUKWILA, WA. WO It -1d WI I T.I. REMODEL / SPRINKLER ADD & RELOCATES \OT— 0 DESIGNER MICHAEL PRUDNICK SCALE 1/8" CHECK BY MP ANDERSON—MAGRUDER CO.,INC .. FIRE PROTECTION DIVISION 1' 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 TUKWItA, 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 ® = 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 C Without Comment As Noted in Red Per The Attached Letter ase plans have r.,jer reviewed by The Tukwila Fire penton Burd 7cr formance with current City ,c r ds. Acca-, -. ;si0ns which - ,,cards and f >-;'-:-- :�quacy of de„!; , ` iti0n5, Geietio.;. Tis date will IP:Y.41 -73 subject to errors and _ !-:orize violations of adopted r respons;biiity for the -7‘01:y with the designer. - :.;'::; to these drawings after - _,Trice and will require a resubrnity of -'(')c subsequent approval. Final accepta iit= _ Y -: , test and Inspection by The Tukwila F,, --c; Date: - 6i - 1 1 1 Fire Permit Number 1 -S-IC9 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: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTTRUCTION: 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 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 8239 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 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V -B FULLY SPRINKLERED 3 ±59,450 SF (NO CHANGES) say a ssssssssesamesssasssresws1 utatallielielli SOWS saarnIMMI OINOWIlissi 1 rase ~Mt s iLewis Peace 2300-0491.0 Level 3 And owes Re Prateotlsn, LLC sssssicssssrrsssesssesses PLAN 1 sates LIC # firstdf981 rp NORTH PAID � t � iJ3 1 i =.- TUKWILA FIRE cc FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PROJECFI ADDRESS PHONE (360) 794-9479 LIC# 602-250-698 DRAWN BY DATE Edward Jones 6840 Fort Dent Way Tukwilla WA 98188 2ND Floor st230 TITLE CAD FILE x8113/19 NIVIONNEMENNIMMISMIW FORT DENT PARK ACCFP 7.7 s ❑ Without Comments ❑ As Noted in Red ia Per The Attached Letter ase plans have been reviewed by The Tukwila Fire ._vv&ntion Bureau t-': ; 'nforrnance with current City -ndards.Accept<< subject to errors and nisslons which Co E .ithorize violations of adopted _andards and o..:;. The resporisibllicy for the ,dequacy of desiq^ a)i,aIiv with ; tri designer. Additions, deletions (s ' : ;40;IS to these drawings after this date will voice ti :.._<<. once and will require a resubmittal of rzv si:.(J :=, , V fry subsequent approval. Final acceptor x_ -- -: z;i3V2ct °o f!eia test and Inspection by The Tukwila Fife ?r .,encx n Bureau. 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 l q- To scheduie inspections coil 206-575-4407 NTS MECH. TEE INTO (E) 2" BRANCH LINE - 1" SCH 40 DROP ---�` 1 x SHO NIPF 48" FLEXHEAD CEILING BRACKET �— CEILING TILE 1111. P1111 VIIV/Ll!!N/Y/JNIV/Y//12W1. ±/1107.0 NLI/ {{ x --'------- 1/2" SSP FLEX DROP NTS 47)� H. EE ........... .... Erant.wammat„...1 -, ,,..,,,, 1111111111 200 1111011 iirIIg III 11111111MMI 1111111111111111111111111111111 ausz jiii megaz 011itiiiiiiiiiiVia 11111 IIII iIINIIIh2a1. ai-IIIIIII 1111111111111111111. MEI E -2 film_,-----, _ E 1 (o-TAL..- 1\ L \C.i c ( • ISAMINPreal MUM FF2LI0ew eDel 511 PrQta o on3 C afuaia®aar0awaImam. IL `\ AC WithoutAs Nota�I i Per The Attac :_ - _ Leiter ?se plans have been re\•feweo `.: : - Tukwila Fire ention Bureau for conformance :; + ':.'rrent City ldards. Acceptance is subject tc c? -r -s and <<.sions which . o not authorize riosatior s (If adopted :;:dards and rro=r; rices The ;csp.: °s:rici:_y tbr the equacy of deal qr eats totally with tr -.1esigner. ditions, aietedons f.; revisions to rbes-e cirwings after t i5 oate will void tris =cceptance and will require a resubmittal of raviw,z!.ri .+Fewirgs for subseot er,t approval. Final acceptance is sub3t.;.t to tlela test and inspection by The Tukwila Fire Pr..'-ier?r;o-i Bureau. -Date: 9 -11-19 Ey: s 1 FLR #2 Fire Parmit Number 161- s - To schedule i sp a=ctions call 206-575-4407 IPROJECT AREASUITE 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: PAID "t. r C 2319 111K MLA FIRE Par 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@neisonww.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 295490-0.425 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 i 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 48-39-58 I 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) 44:711.14 1 7�ss::a ��IyE�iRdy�til44:"4"1"-..kia i` cr.n Ff1i€ r • Lewis -• . 2800. &4 First Deber•.c FIRSTDF98I Hi-, 1 Baas*w*sa...,....--•-- • FIRST DEFENSE FIRE PROTECTION SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMISH, WA 98290 PHONE �LIC# Fro�ec . LIC# _.�__.�./c�c__T� a AO riESF J _71711)i; ,,-GTL \ ACCEPTED Witriout Comments As Noted In Red Per The Attached Letter These plans have ben re\ cv;ed by The Tukwila Fire Prevention Burn _1 „#th current city standards. Acne- __,. _e t:.1 errors and omissions w ):c aw 1noz c.\ r- ;: iy violations of adopted standards and c:di:: 31 The responsibility for the adequacy of deL:igr, . al y with the designer. Additions, deletions or revisions to these drawings after this date will void th!3,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: Io -o5- By: it 7 � ��iIIIME ■Ell BREAK OFFICE ' ■ - ROOM OFFICE / OFFICE OFFICE RELOCATE EXISTING SEE DETAL Bt) SPRINKLER - RELOCATE EXISTING SPRINKLER /' � �� _ '1 r I.1 AL Mi x \ o� _}1 c�}WX bbb -� tR RECEPTION TOE - — -3'6713 ` i 36tH OPEN WORK AREA �� ADD NEW SPRINKLER -----,, = ; ,� 'L� \ OFFICE 1 Ilk RELOCATE SEE EXISTING DETAIL N1 SPRINKLER 7 b \ .sci-; CONF. 1II1II1 0 4 9 SCALE 1H'-1'-0 FITTER / LISTER NOTES 6- EXISTING SPRINKLER TUKWILA FIRE DEPARTMtN Please call: 575.4407, and give this job No. a� 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. BOTTOM CHORD OF BAR JOIST GRINNELL FIG. 92 346' BEAM CLAMP 7t�RtftiNEH SERPP DID* AT.T --_ HANGER RING WWI 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 RECO SSP MODEL FI FR CHR CHR CLIME 5.6K 1n MP 155° otrormy TOTAL THIS SHEET Nf SOT CTS EON OFOW lYo ABOLE FINISHED FLOM BOTTOM OF PEW BOTTOM OF DEO( BOTTOM OF JOIST BOTTOM OF AILN BOTTOM OF 1RTSS CUT TO STIR FELD ORDER MCC FACE OF WALL OLDSDE FACE OF WNL NO EAETIMH BS MESS W NOT® ODERYASE 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 V) s, Inc. yte' S CertTtica9P 01/s A .17 Level SH 111 C_ J 11\ Cort Doxey 392-01-3279 ature • 0 -??Ar. .` v/\, . - -8. �} cenlrKwTE OF E` r�rLIL aP at W a+ 0 AREA OF WORK 9,14 KEY RM 0 IMALLIcas a PAID OCT 2 6 2005''�� Tukwila Fire .at-IR7?— ir SMITH 'E 'STEMS, INC. 1106 54th AVE EAST TACOMA, WA 913424 CONTR. REG. NO. SAiiTHFS1380T Bus' ( 253) 926 - 1880 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,L4-avil one 11 11 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 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: 7 - 3 - By: Iv' s11 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0--)--S.-/V/ and exact address for shuts Own or restoration approval. Cbf > v Q - FA AIS \J -.)of 54o t— Q.- ? 1 I -►D `-o — _ 5-m 1 • 9 P I-0 • R Ce_oG•ajL • A% 6-oo 1 o1,4 L lApoCz SS= -tet 1Y.L S ` TA� 1. 1 N Scale: 1/8"= 1'-0" Beam Clamp with Retaining Strap 3/6' AT•Rod Hanger Ring TYPICAL BRANCH -LINE HANGER • EXIST. BRANCHLINE NEW MECH.-TEE r DROP r ARM -OVER 1 • NIPPLE • • 1 x1/2 RC SUS13. CEILING • CHROME RECESSED PENDENT' HEAD DROP DETAIL ' 3' = 1'-0' 11, 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 • • J IL JUN 2 7 2002 t frr • APPROVED BY: SCALE: NIcfr 'f Ks.°1G,t Free •IZArt DATE: (�'Z!„. DRAWN BY REVISED flax fita, 76 I' l r ':L� 2�3- r• ( DRAWING NUMBER PROVIDE BLOCKINc3 & POWER AS REQUIRED FOR OENrAL LIGHT PER DENTAL TECHNICIAN ALL OPS. TYP. SUSFEi D GRID AFF— SUSFEN D GRID G 8'-'' AFF .4 LMI IIIIMICOMIIIMIRIM VAIIIMIIIIIMI.11.11M ill .a— I0 41414R VIII ��____ °Vim+AP'.API ...i A. AIL A A. )0144 "t" � eRER 0e'-9- AFF WOW Aig A, 0,44 tin AL. iktuagga'!'WW►`WWW:itrararardtrregig►3riii.."! !a SUSPEN ED GRID SUSPEP ' ED GRID ®8' "AFF SUS ENDED G 8'-9" AFF I'I FENDED eRID 8'-9' AF (ni Jot t r1‘ SOFFIT SCHEDULE GWS CEILING ®8'-0"AFF ARCHED SOFFIT (SEE ELEVATION) LEDGER © T-6' AFF SOFFIT @ T-0' AFF HEADER HT. @ 7'-0", FINISHED A.F.F. SOFFIT @ +T-6" AFF y1 SUSPENDED GRID 'AFF SUSFEN1 8' - ED GRID 'AFF SPENCE■ qn,r7 ® 8'-9" AF REFL EC TED CEILING PLAN SCALE: 1/4" - 1'-0" -4 -1; a{ -1;fit 40 (� R L,"� Ic I1•JLL F I - Pitio p��P'Jr►1`f 14.10..1 r-,.,-r<_n, p r_ < v. L. r. "-i . Vic- • -.4 1'; a /2Y 2 - RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH 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 FILE ACCEPTED 2/ 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 subj=ect to errors and omissions which do not eutrori_e violations of adopted • d " 13e'i aIdS and C:i:.iinat'.z-es. T[lE-: rt3SpOn`til-:y for the f adequacy of design rests tctaliy with the designer. f Additions, deletions or revisions 'if.) these drawincs after ii -lis date will void this,accptance and twill require a resubmittal of revised arawings for subsequent approval. Final acceptance is subject to field test and inspection by i The Tukwila Fire Prevention Bureau. i Date: , 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 --4z.37_(( DATE: 4-t5- (9y DRAWN: -1 /1 SCALE: 'A( 1 1! N.I.C. BUILDING MAINTENANCE SHOWER SHOWER MEN —{ 100 H 101 — [ 102 -I 103 --I 104 JANITOR E D.F. N.I.C. 1 110 �o ELEVATOR LOBBY ELEV. / \ —I 105 — —� 7— N TLINE OF OPENING ABOVE ACCEPTED 15 Without Comments D As Noted in Red D Per The Attached Letter These plans have `ben reviewed by The T rwia ire Prevention Bur;ou 1oi conformance with current ay standards. Acc epra":t.e is subject to errors and omissions which :_t I is t .,� �thorize violations of wed standards and ordin nc 3. The responsibility for the adequacy of des+gn reser totally with the designer. i Additions, deletions or revisions to these drawings after i this bate will void this acceptance and will requireea I resubmittal of revised drawings for subsequent approval.' 1 inspection n b Final acceptance Is subject to field test and rtso Y, The Tukwila Fire Prevention Bureau. Date: 0- - ► —oc) By: 4-' 51 I LOBBY ® PI -Ls l iAt PektoEkir 2 _ R 1 = A 0Da nsr'w ELEVATOR MACHINE ROOM 109 H 108 107 —1 106 TELEPHONE ELECTRICAL UP E-X►s 11 1,44 f %1., cG► � r Pe40 w,t r 15.5Yi G 11Rormt — SsP I UKWILA FIRE DEPARTMLN1 Pisase call: 575.4407 arld give this job No, q - S- a l g r. aid exact address for shut' gtiwn or restoration approve,. N.I.C. UP REFLECTED CEILING PLAN 1/8" =11-0" 0 5' 10' 20' 30' NORTH 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 OUPLINGS - SPRINKLER HEADS = EXISTING RECESSED PENDENT Re = RELOCATE EXISTING RECESSED PENDENT AREA OF WORK AO = ADDED RECESSED PENDENT L. O C v\ p LA �( N TS REVISIONS DESCRIPTION HANGERS ABBREVIATIONS WATERFLOW INFORMATION AFF BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO B 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 DATE & TIME XXX PSI XX PSI SYM MAKE MODEL TYPE SPRINKLER SYMBOLS FINISH K -FAC. THREAD ORIFICE TEMP CANOPY XXXX GPM XX/X)UXX PER: LOCATION: A� 666 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 LONGEST TRAVEL DISTANCE: 134'-0" 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 3 2009 t iv 25 AUTHORITY: CITY OF TUKv.1LA DESIGNER: BOB POPKE SCALE: NOTED DATE: 12/30/09 REVISED / / PLOTTED // FP 1 Oy 1 12/30/2009 1:38:44 PM Kthcut Comments AsNoted in Red Per Th 2 Attached Letter These plans have he revic.wied by. The.Tukwila Fire PreyentiOn ureec:17forrra-ce with current City :randards. tc errors and riissions which fi,-= ,oiations of adopted ;tandards ano Tri3 rz.,soonsibilir.y for the .--dequacy of deg-:-, 1-..licri,te designer. Additions, f.-ie,se. drawings after ciate require a resubmittai of suo:equerit approval. Final acceptance is st to fe!d testand inspection by The Tukwila Fire Pry "bursau. Date: -7-)-)--i( By: TUKWILA FIRE DEPARTMENT PleaSe-call 206-575-4407 and give this Fire Permit No. and exact address far shut- down cr restcratico approvc1 L, Ea • CTR ICAL • • • • • • • • • • • ................. e. e 103 105 106 • r L 107 .............. REGIONAL ACCEPTANCE FIRE PROTECTION PLAN SCALE: MP = EXIST BRANCHLINE DROP LENGTH —•.,N (VARIES) L 1" ARM -OVER (VARIES) r ACT. CEILING 1/2" 'QR. SSP TYPICAL ARMOVER VA" BRANCHLINE--\ 1" POL—\ :1:11 1" ARMOVER - 1/2" 'QR' SSP 0 1 4•1=0 ••••• E 0 113 — —1 112, • • 108 EI -L 1" TEE - 1/2" 'QR' SSP TYPICAL ARMOVER DETAIL 'A' TOP BEAM CLAMP KE LONGEST COMMON PATH xxx 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 • - t • 3 SITE PLAN NTS I. VICINITY MAP SCALE: N.T.S. § • REVISIONS HANGERS DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP a SIDE BEAM BRACKET c EYE SOCKET AREA NUMBER HYDRAULIC DESIGN INFORMATION CODE HAZARD ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS SYSTEM TYPO NUT & PLATE WASHER E KWIK-BOLT REMOTE AREA SQ. FT DENSITY OPMISQ. Pr. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER F HDI -P H SAMMY SIDEWINDER SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: J L COACH SCREW ROD CEILING FLANGE LJ -HOOK HYDRAULIC DESIGN INFORMATION M N SI-IORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE WALL BRACKET P TRAPEZE Q R REMOTE AREA SQ. Fr. DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO oF ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST STATIC XX PSI RESIDUAL )0( PSI GPM FLOWING BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS NOTES: UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING DATE & TIME PER: XXXX GPM , XX/XX/XXX( SYM E0 R/A • MAKE EXISTING MODEL SIN# TYPE RELIABLE Fl FR S(0 1F‘ II -I I ‘i PENDENT FINISH CHROME K -FA C. K=5.6 THREAD 1/2“ ORIFICE PENDENT CHROME K=5.6 IAN TEMP 155° 155° CANOPY CHROME QTY C14120ME 10 LOCATION: CONSTRUCTION, INC REGIONAL ACCEPTANCE 6840 FORT DENT WAY TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: 511-50 AUTHORITY: CITY OF TUKWILA 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 /5P -2a DESIGNER: P. Delgado SCALE: 1/8"=1.-0" DATE: 7/15/2011 REVISED / / PLOTTED / / FP 1 OF 1 --J' OFFICE dL\ sr:-mkliv li COLI,c\ RELOCATE 'ANGSPRWW.ER SEE DETAIL /1/1 SEEETNLWI cL DET'LN wb int ACCEPTED 0 Without 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 omissions which _t not authorize violations of adopted standards and c: ::; :rce. s. The responsibility for the adequacy cf cc•c. r ; : I!y with the designer. ( Additions, d 11 1:; ;:-; :r ;, ' cions to these drawings after . this date wiii VG: _1 -:_i IIvioceutarlce and will require a resubmittal of : ev, o i cr A•s,'iings for subsequent approval. Final acceptance is si.'-;,,:.t to field test and Inspection by P The Tukwila Fire Preven1t,c , Bureau. i I Date: 11-) - US By: 11 TUKWILA FIRE DEPARTMEta Please calls 575.4403 Jam' 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 1(1A) j TO o TOE_ EW LOCATION OF EXISTING RF,.MOVED SPRINIQER EE DETAIL B/1 REMO EXISTING SPRINKLER ANO PWG OUTLET W/ PWG. RELOCATE SPRINKLER TO NEW LOCATION. TRAINING ROOM RELOCATE DOSING REMOVE EXISTING SPRINKLER SPRINKLER PLAN 0 4 8 scl l -c pc., cll., Eji P1.i /k- ( FITTER / LISTER NOTES EXISTING SPRINKLER TRAINING ROOM 0 TB SEE DETAIL ON THIS SHEET HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL SPRIO1 Fri HASH Fralry ourontrt TOTAL THIS SHEET ATF scm BCD BOI BOP BOT CTS PO FON OFOW NAS UNO MOLE PINSII® RWM BOTTOM OF SEAM BOTTOM OF DEO( BOTTOM OF JOS! BOTTOM OF RRN BOTTOM OF TIM CUTTO SUIT FEL FELD ( N510E FACE 6 WNL OIBOE FACE OF WNL NO AUTO. UA ESS NOTED B 0fl ORENWISE 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 LEITER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT N FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH FOUSHEE & ASSPCIATES 3260 118TH AVE SE BELLEVUE, WA 98009-3767 PROJECT MANAGER : KURT HARJO PHONE : 425-746-1000 FAX : 425-746-3737 SUPERINTENDENT: PHONE: FAX: 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 3/e' BEAM CLAMP -- sir ATR HANGER RING HANGER 'TB' DETAIL 'A/1' DETAIL 'BM' 0 '"h 7cee KEY RAN w c o 0 ar) L9NTSSss 8 -B PAI D OCT 2 6 2005 //Oil__ Tukwila Fire ?I-10 73 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 T.I. 6840 FORT DENT WAY TUKWILA, WA DESIGNER DATE SHEET I JOB NO. R.EVANS 10/21/05 1 OF 1 T15157 co 48" FLEXHEAD CEILING BRACKET 1/2" SSP FLEX DROP NTS GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS 1ST FLOOR - SPRINKLER PLAN SCALE: 1 18" =1' SCOPE OF WORK: ADD 1 SPRINKLER & RELOCATE 1 SPRINKLER TO ACCOMMODATE NEW WALL TO ACT GRID. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 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. 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 "IN = NEW FLEXIBLE SPRINKLER DROP 14.1144, PAID i, i '?.t y P v, UKWIL.A FIRE- SCOPE OF WORK NOT IN SCOPE KEY PLAN SCALE: NTS SPRINKLER LEGEND a 0 0 w ce 0 N w 2 O 0 a w 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 WASHINGTON STATEI celm�ICATa OF GO E1INC1r FIRE �TfCTION avNwOldt •TSTIRI Greg Moffett 4524-0902-C Level 3 Fire Sprinklers Incorporated • FIRESI*988RJ Date L ih"!'1T1 a. amrama„rramaamrnsrew. w r LU o) Z�JiCiF2C/) Er • 101 E i • 1 1 SUITE — 'g',,,,...--"' 102 145 CR / •E 1 1 -— SCOPE OF WORK N 1ST FLOOR - SPRINKLER PLAN SCALE: 1 18" =1' SCOPE OF WORK: ADD 1 SPRINKLER & RELOCATE 1 SPRINKLER TO ACCOMMODATE NEW WALL TO ACT GRID. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 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. 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 "IN = NEW FLEXIBLE SPRINKLER DROP 14.1144, PAID i, i '?.t y P v, UKWIL.A FIRE- SCOPE OF WORK NOT IN SCOPE KEY PLAN SCALE: NTS SPRINKLER LEGEND a 0 0 w ce 0 N w 2 O 0 a w 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 WASHINGTON STATEI celm�ICATa OF GO E1INC1r FIRE �TfCTION avNwOldt •TSTIRI Greg Moffett 4524-0902-C Level 3 Fire Sprinklers Incorporated • FIRESI*988RJ Date L ih"!'1T1 a. amrama„rramaamrnsrew. w r LU o) Z�JiCiF2C/) ACC D Without Ci.”r4rr e' ;.s As Notea , Ree 0 Per The Attacr r,*c Letter These plans have been reviewed b,, I ne Tukwila Fire Prevention Bureau fo, conformanri -f,tt current City standards. Accepra, ,.t subjec rrrors and omissions which di authoriz- +olations of adopted standards and oratnanCes The respo slbibty for the adequacy of design o94sts totally with crie designer. Additions, deletions - .-erosions to these drawings after this date will void thr:. ; cceptance and will require a resubmittai of rev.set- J' wings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. « trite TUKWILA FIRE DEPARTMENT Please can 206-575-4407 and gies�t#►� r�O�Permit No. and exact address for shut- down or restoration approval, . 9 1 a 2 OPEN L1o6l \/ (so" rri a FA OFFICE 71 _ 02 c '0' BOA TO COMMON RESTR00MS 15' 3" EQUIP/SUPP. I104i !, OPEN 107 \\ \\ \\ \X \\ \\ \\ \C \\ \\ 31' 4"1 PARTIAL FIRE SPRINKLER PLAN SCALE: i,'r-v-0r t► GENERAL NOTES 1. ',Er = EXISTING FIRE SPRINKLER LOCATION. 2. tit = EXISTING FIRE SPRINKLER TO REMAIN. 3. SEE DETAIL FOR FLEXHEAD INSTALLATION. ACCEPTED EFf Without Comments O As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current Ci standards. Acceptani:e i` subject to errors and omissions which do nr...3_j; rror IZe violations of ado d standards and ordinance. The responsibility for th adequacy of design ; ests totally with the designe Additions, deletions or revisions to rhese drawinF Lois date will void tnis :,cceptance and will require a resubmittal of revised drawings fo' subsequent approval. ti' - Final acceptance is subject to field test and inspect on The Tukwila Fire Prevention Bureau. Date: ('-) .- I 1 By: AL4'1 5 1 1 "-aspic r OWLET (1W.) I FLEXHEACI DROP w/ MOUNTING BRACKET "`-SPRINKLER HEAD FLEXHEAD DETAIL 'IG*1%* TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. //-S- 13s - and exact address for shut- down or restoration approval. SCOPE OF WORK ADD AND RELOCATE SPRINKLERS FOR TENANT IMPROVEMENT. VI CI\ITY v AP NOT TO SCALE PAID JUN 17 2011" T�1KWILq FIRE HANGER LEGEND SPRINKLER HEADS USED SYM MAKE. ORIFICE SIZE. TYPE & FINISH TEMP QTY • REU4&E, 0 RECESSED SSP, W CHROME 165 4 REVISIONS MK DATE BY CONTRACT WITH: Linn Douglas PO BOX 8019 COVINGTON, WA 98042 CONTRACT NAME: ED JONES 6840 FORT DENT WAY, SUITE 150 TUKWILA, WA 98188 * , PATRIFP099Cf ATRIOT 2707 TACOMA, 70thAVENUE 98424E FIRE PROTECTION FAX (253) 922-650 DESIGNER DATE JOB NUMBER CLINT CARR 6-16-2011 12-14023 FORT DENT '' PARK FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 slt ATS qp5 In1�� 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) ;1"--.1 Ns-vp\I-0/0 Ls-ve.c.A F'y1 � rv.v v to V Qr�.c) t t,a12 r4%Ov+ !'+-ct,..r'c Ah��' . - Exp To� a��� � ,! 1 t� L • P\— 1\ N l b -e(1, kL? 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: �.�� `.z.. _ :?z: �`�'%it'.`�"fl•i _ t - b- £ j f �YS'O`''{ �'" _.-2i-zj`ar,,. T - - �. �. } 4 ` rismiga 11 110 I FIRE II `.a o HOSE 4-`.- - ��'�sy �X'--.: .,-..��`. I 1 100 1 F?^"'r::?��<'_. .'�:" :a_"_.r,,J�?-'•r_.<�',',.. . k ' - /� k "I �ssyil } a ,. d;�..i' :aa?g r� x,�""--�'—, u,.,^� - $^'rs'�xc ..f ' -� ,/;•�z,z'•;._ �f+!v ,ar,S✓'.`.e .- +3`�, - :."c..v?•¢=�S''--..:"' r t'_.'`+ :'^_:� �- ,, ,.. _ > 5'Ss' 4i - �'-z n Yy.. I.`� �� � illi - - - - . .__ .. W`- g.?y4 `- , ,�. ,y , 3'+f's .'..: - 2n i L -{— >x�� � �I�� ��....: � . E's R� 11 109 y€5,4}f",,:,;u- 1 �' 3 h .s `` it II N = 8'-9'> „,,,m-,,,,,..-�� ,L 1. et , .r f ... ,201; ; j ! r——i i— i _ ! i �— L J I Jim R: — _MEM �i--�}S_ — - 1�1 MINI 01 ' ; ' 113 ; `Z ? 11_11W 111 I , • 1-- tr--1 ---ii :i—JI L1 108 L_ _ J iN iL_ — __I! —) iJ 1 1 4I _ _ nzi �, 114 ji 1- ra r_ l— 11 NOS �.�' se IV OS O5 f r a —!1 —J "• p' 107 ,.. 10 j _ 1061 — J ; i 104 R I ' 105 to __ _____ I111111111111111a1111111111111I111111111111111111111111111111111I1011111101NIMINFi At 11111111.111111111111111110111111111•111111111111111111111111M11011111111111N l IOIINIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIIIIM (i REFLECTED CEILING PLAN / ilk A1-1 0-C-CCLit SCALE: 1/8” = 1'-0" 0 4' 8' 16' SCALE: 1/8" = 1'-0" -i6TP\ L 4V. 15'- 295490-0425 - rt rt 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 102.77 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 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 8DRY 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) PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: MAINSPRING WEALTH 1 a m C41 y 0 0 2z7 GO GO -1 0:1 Z 1-41 M M 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 Sw—Aia; r& iq- s-Iz� 1114616162101 STATE ONSTWICATI W PROTOCTIGIN SPRINSWIN illISTIOSO Lewis Peters 2800-0691-C Lewel 3 First Defense Fire Protection, LLC FIRSTDF:. RP Issearave r P PAID HAY 7;0 2019 TUKWILA EIRE e3,, --- FIRST DEFENSE FIRE PROTECTION LLC SPRINKLERS BEAT FIREMEN TO THE BLAZE 10212 215th AVE SE SNOHOMIS•H, WA 98290 NORTH SCALE NOTED CITY PHONE (360) 794-94; LICIf 602--250-691 8 AV , PROJEC1 ADDRESS. 71.1f"10 1-••^O\ C\ ,(\a CAD FILE TREE DWG: P U = _ • 1- • 1 i -1— _V< .i. , 1 .AW 7=/7 iCf e / 7-/t / f_' z 1.1 14 4 4- - - E-'-0 1 1 1-•s 1- 1'_' ,MATN@ /0-4- Or° 4-0 CAE, t-- 4- J-4 -o 1-0 /0-0 + 14- /0-0 I - - --c -6 10-0 t A Ff r op 7 Alt A IN E) € FF 3 h,;; L I irk g -c -'P _ / zc 1 k -- 1- 9- 6 \ Z-4 7-0 11 (a- 1 t 1 -44'1 or f f, t 4, 7-6 010 / 1 1P4_ 5- 3 (f -/C - V17-0 V I 1.4 r F.,- 0 - - AT. Ait51 ‘licz_ _ ,4„ < f"k.11u._ - 4 1 I° IV4- 14 I 4- - 6-8 ELEv. PIT arnamma POST 11163A-20 - 24 x 36 MA( 74 I" ti 7-- ;2.00 N\ 14 MI 2. u.) A 1,4tesE rPER V/ ti% 1'-1\10fE: //EAT) c/11 -f -t 0, f0 to OVAI-"'7't 1 .-4- IS l 1. z ••••- kIN L.F. 7-P.17-- SPPI 1iKLER 0-4 Ott-- / - _ / f- ! - /c -o k. /0- gAFr= icrs, 1 /C -C1 22- 11 !;3 ir2 7- A 1. 1J4 5 - '0 tome 10-4 i\F F i4f I Ct 1 70 P /E t.COVJ TFE ,1 pl — X. f2 -/ =Jr-- S- - 1,- - - ---- - - - - ------, t(' -7Y ALL DIM. IN IE) CL -•Cr OFF rD Eff_v_AiP5 AN!) NI\ A C E ROD!'A BRANICV-1 LINE +1•11.11.-Z A) f _ 1-0 /3-0 r-70 C•1 /0-0 1 = t 141 4;343 2-6 k 114: 4 - - 14 - 0 TUKWILA FIRS DEPARTMENT,' Pleats emit 1575.4407 4.44 this job vhiltkattzakess fro stwt' ctlown -or rretttoratap gitpradig To -MCI /72- tVt- 2- (> o 12-0_ 2t OVER c--=? TVP r 71-4, 6- 0 GAP) 11 I I ,' I I 141.--5.-wq 1 CVICAL,'S emfro, ' CEpTED ErNITHOUT COMMENTS. 0 AS NOTED IN RED 0 PER THE ATTACHEDinTER___ The drawings affixed hereto have been reviewed and accepted bythe City of Tukwila Fire Dept. Additios, deletions or revisions to these drawings after this ;date will void this acceptacrn and will require a resubrnittal of rgvisod drawings Final acceptance is subject to field - inspection by a representative of this department DATE: CITY OF TUKWILA 575-4407 1. - ft../ pt..AA.i FC. X A C. -"T C.-DCAT t- VS OF 6 s -rt.--r-s //.) a - Cr U to AA.) 12._() 14-1 -c "r"1 -e. 0J-1- 74.571-4,-01:-/ (.1 F121cf I' 1 -f - k.. -AD ic--3 0 La. Li Ai ;r- 7-0 A.I W PC,170 0 .4 A/7 14-t.---110 aft -T-phoz_a: po-r- AiNt3 4-11/..) i' -ro 2 -• ) &J P ericr - C-r-vp Cr= P I- 14 -7 tzz, -11) 1 JUL 3 r..;91 .11 - 1137:7 -7 -c,.. -2-151.113-25t... ----- -------- /31.. #5-9a t-/ e"--'43 PC, 1...; r }-t- (04- 5itil- AL5CZS.-A7-763te t24 3 e72.- 772. '' Thu7ct1• c. <EN cq.:,'= ki- Ake-11.'4.0 - SCALE: /F., -z- 17-C It DATE: APPROVED BY "CITY CF -Tr) K %Pe OFtAWN BY rogr tEraT 711_ 61-/C) 14 6j t= Fite, — _4° -;,;,i - - - DRAWING NUMBER -7 i -% et - 6= 10 ta=--ZI7_°c..41.,:r.;-j- 0745° CtiAN I LME If TUKWILA FIRS DEPARTMENT,' Pleats emit 1575.4407 4.44 this job vhiltkattzakess fro stwt' ctlown -or rretttoratap gitpradig To -MCI /72- tVt- 2- (> o 12-0_ 2t OVER c--=? TVP r 71-4, 6- 0 GAP) 11 I I ,' I I 141.--5.-wq 1 CVICAL,'S emfro, ' CEpTED ErNITHOUT COMMENTS. 0 AS NOTED IN RED 0 PER THE ATTACHEDinTER___ The drawings affixed hereto have been reviewed and accepted bythe City of Tukwila Fire Dept. Additios, deletions or revisions to these drawings after this ;date will void this acceptacrn and will require a resubrnittal of rgvisod drawings Final acceptance is subject to field - inspection by a representative of this department DATE: CITY OF TUKWILA 575-4407 1. - ft../ pt..AA.i FC. X A C. -"T C.-DCAT t- VS OF 6 s -rt.--r-s //.) a - Cr U to AA.) 12._() 14-1 -c "r"1 -e. 0J-1- 74.571-4,-01:-/ (.1 F121cf I' 1 -f - k.. -AD ic--3 0 La. Li Ai ;r- 7-0 A.I W PC,170 0 .4 A/7 14-t.---110 aft -T-phoz_a: po-r- AiNt3 4-11/..) i' -ro 2 -• ) &J P ericr - C-r-vp Cr= P I- 14 -7 tzz, -11) 1 JUL 3 r..;91 .11 - 1137:7 -7 -c,.. -2-151.113-25t... ----- -------- /31.. #5-9a t-/ e"--'43 PC, 1...; r }-t- (04- 5itil- AL5CZS.-A7-763te t24 3 e72.- 772. '' Thu7ct1• c. <EN cq.:,'= ki- Ake-11.'4.0 - SCALE: /F., -z- 17-C It DATE: APPROVED BY "CITY CF -Tr) K %Pe OFtAWN BY rogr tEraT 711_ 61-/C) 14 6j t= Fite, — _4° -;,;,i - - - DRAWING NUMBER -7 0 („0 99 ‘r) E3TRYHOPY 1•1011 nO A.S. —4 –4 L • i • • I I STAIR 119- 1- H 410Se • I H • 0 0 • 1 0 • • 0 ENTRY CAHOPY NON f:OitAB--1-10 A.S. C,) • i • CI; • 1 870CLG 11 .. _ 0 +-z I 0 icp 0 9k'D - 1- 1_= . 0 • 0 (1)0 • LLJ - • • • , • • _ • ••- • _-••;== F Se -q- s Te-kiKkr-t- kt--if12_o0CY1E:r.-)T) _ 7 tr 0; ELV \ E V • ELEVATOR MACH,SPACE • cp 0 li STAIRS 117 `L-4 FT • 0 • 9-0 TY P CLG UNLESS NOTED • .7119 JUL 3 1 1291 — _ 9 • , ENTRY CKNOPY IL 11 kjE ACCEPTED o WITHOUT COMMENTS, UJ AS NOTW IN REID ID PLR THE: ATIACHEO LETTER The drawings affixed hereto haVdrI reviewed and accepted by ti d City of Tukwila Fire Dept. Additions, delgioti$ or revisions to these drawingafter this date will void this acceptance and will require a resubmittal Of revised deawings. Final acceptance Is subject to field. Inspection by a representative of this department - DATE: BY: ;;T -•if.„. PITY OF TUKWILA 575-4407 87Z - A -'17a HE k Co/u5-iriek.:CTiorJ Inc. 7 -7c) SD 20G rs- 1-1-,r 9:r11-)32_ SCALE: ILO" DATE: APPROVED BY TV oV DRAWN BY FCKT VEr27-- C-ZY0 3 CtJTE 1tLk ""P‹ 'LT FiCce,L7eCLik%Aj DRAWING NUMBER • 14`TELEDYNE POST leSA-20 — 24 36 - • -— Re; SPAM _ 'zoom a( I 3- 4140 Mn 11A- WEAD) 61e3.• / 1/ EN" 1 fri G1.4 ACCEPTFD WITHOUT 3. S NOTED 1. PER THE ATT.A 7-1-7Ft The drawings affi>v 4 h t) reviewed and accc-. • ' •• t Ci ty Tukwila Fire De or revisions 'to t this date will void require a restibrL . Final acceptance is inspection by a repr6,„,a,isi department DATE: /-32/ -13 BY:A- CITY OF TUI-Olvi_A 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-447 and give this job and exact address for shut- down or restoration approval. GOWTRAGI" —r.44 E ° ffora-r- 1:20.1T-pOcz &MO .600T14-cS14-reg_ f3L:s/ -1-1114-14/1LA, , f-IAMGEJZ LEEKID SpasiJKLER6 1.4'L APpeoVAL-s er_oulZeP AEAERAL. Notes 1:7 'The F5H M. p SYM. -TYPE MFe./ MODEL SIZE TEMP: Fit4151-1 GAI-4OPY ()UAW. KA,<./1 L-A, D. V1'7.ANC-14c. • 1151406“-r (1-ei 1-•112- 1 405' tzeZ-. C44ir. tl 13174G1, - Z3 8 ZEM 0 VG- G><ii-1 1--1 •srue.-up A446 las-pLA.e.6 ta/ Drz-4)P 1"-rz. N°1-4 - t‘1 13i) San f5L.E- AVE - GO LI 1-4 61 oeDINtue), 14.t.2..c.z.0 pipe' 5c-1-1-ezwL-e Fire Systems West 1502 Pike St. NW, Suite 4 • Aubum, Washington 98001 PHONE 206-833-1248 c;i4G. 15--f IZ, DATE Joe, 4o. 1. 1/1•15 SHEET 1 Or 1 1 rJDl • 141 in 1i:lts r, Z\� `Ex►�Tl,, A?4'1-/A+L w, TM r•(CriIL DccK •4�(;. x}14.0 ..•:C. ciiv(, /A/ "+ccorGAnicc A�q:tl�� :(rl.l4�tt .tlA1A 6') • Pj.py r.•••ANh FJT'(1 N(.S IN Ac:. ••t'viirj:_ ;f.;: • • LF kiN W171-1 W1-rPi • ....•... • • ••• • •A IDCIJOTC: pc 1�IJr4.r7/N•c.•• '":TAA/r; ) + h D r.. No•r'E r:G L:•oc. r ... . � KD �''�k1,STJ.Nrj --• PCINI<L�R . ' ' S.) ALL PIPs FWN(a PEK:' )40/.1;1;1'4, ,` Ftrt(,Er:' ?%PINI.) Pe Nrl,,q: ARrlovEirs Gg- A-refi.,'•T-tl'q 'Di' w/ILI_ P.c.' acnccp w�rvr •.R.i EAC PANS a0,4.1 =+FtIEI.AS., EX.'sa"1:ti4 ~NI4A/4EW WilC1.1AN121),• • :r CCs..- s„^:1;• .. L. • I.•• .iq't?. ' . (elod4fie `S. • •. • • 11, . • • • TUKWILA FIR I,®E Artfi iat Please call:. '57.5.4407 and Dive this job ' and exact address for shut • down or restoration approV* ' •.. •... . . . ... ... ....• . r:. t•G C•:.111;,C+ Ifi13 P.►1 r:) PCA 1. 01:Q. SA:1C11.•,•: f PCU FCR 11.1:ed- a FC+t 1:.C'.: L.7.1:` FT.: x. i.% ak;ii H!sore .MAcfrudt rf rN'..4A,,.0u c( ,-Ivc Ad •TE, fo„.!:4E •t• C WITHOUT COMMENTSCcntc,(+ .12- 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 after; i acceptance date will void this acce t 7. tie Und wig' require a resubmittal of revised draw{fig. Final .acceptance is subject to field -Ai inspecti )n Py a representative of-thisjn -- dep : r..-r.ent DATE: .9 ....- �L BY : %AJJ/ wA ; C o 3 ER,c. Fl)0E.1 taN ?r 1 l J r 1992 t t. t _60 -4- • 11 Tc.-AS PEW CZl f srps. ar cr/ices • Et r►11 ro%' GCNG NY Mild I WINO 4 i``=i0 uteau fCt CliaillitI11011 At iffnnklered: wtts 113 ter®aD a ap Iieri Oa R attached as MO- s. incy nfliin ttio . iulisned tor i€na tayptan'i:,'e. 74. • N +t 0 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 cafe" aspect to possible liability to ser4.or in. f It rs recognized hat hazards which • BA'k r� PRE V ;4 + L. 'W • wt BY &R►j�igYw- 1 mill 4CAT TLE V4 AV eSgttlt;6 *f tatmkNtedo to ct '°0us� tpf ott+cCb t` C1 tad halcan retom'„ Ali Itt e ed4ltlonz ei WOO, to root! ctquttemet� .t eelks 101 TWA O liko. age`! O,t�e- isoubout1 einstiastio ow V3 R o tot too acc°v ' F'►� T,� IDy'1A''r )(0' it , N 0 CO !i , / "i Pi 7.,.3c 3 leP 1,11i. o -SGS` e/P,'I6In- ,LY.SF.:16,- ' 1?4 j4i /60 44. •= /GS. P.E,vpAN`e" ac. 'z /7 — 7. g = 2/Z' �4. -c 1J; Z - �+t 1" %c'Jr' C : bg:.- `- ri-r . ! Zi L SZ 2 i7E 31 /+AN No • • JO*.Cx8 /0x12 p pqc = 1 GE V..,V O is 7 ALL MArN; ARE A ;? 71117Y 't_!A`_- .ST/ r 1- t 1-TCtC:C 4. t_ rt._: X L AL/ 1.:7& P 4c` SFE Ftf7-j s • ALC 412R_ /-1 E E''SG'd 57-Lf;L:-(j -L e- /20th AS iC NFPA tz F= cf?'x i=i T S�Y� fzT7`S1NG S (4=z,4::<(,) CE e7 -1"),e -i CEG fi _ G; 0 iri • 'ri L_ ST ;6 -Ip_= .ui?ATic P!2C I NI CPFI Beg ST✓L!4- -3QtsT STEEL -E513 STEEL_ ccLoM�,�4S FtT92 pc 4CcUsT CEd,iv--5 4-Z _ _ _ t- -� _.moi �� _ 1 r 0 CMAC .=_ 4 11I_ STfCt- -85kr { 9-c' AFF 7 -Ye ALL f Zil'fik L /r L, r/ / ♦---- r !� BL 1-0 80D ri yP. ALL 1-10:71.; r J CONC SLAB • Fu Tha.,L Hca .,1 CE11-1 No SC4LEL . C "J'f1:::. LtJ, 7 3f, To- /-rF1 Z r r a�rc>rf- cc,= .11 C . GRIt,ti ELL 4" AP;.L'E,e rs., 4=T6:r� V e - S � F _L"t/E -- -F �-� .• u/G f�TSE4 /- z ik: 1Dg'tI; N fxriirgs sf... k k ' NO /MM" w5 i2 & Cf Vt//3 T 72 Al it0 2 44A-/? • ACCEPTED WJTH?UT COMMENTS. - NOTED ii' RED - PER THE ATTACHED LETTER _ ;The drawings affixed hereto -have been - revie Ned and accepted by the City of ' ' Tuk,vita Fire Dept. Additions, -deletions or"'awl31ons to thesff dr4wTngs.after this - date will void this a=ptance and wilt require a resubritta,Tof revised_ddrawings. ar.::ef-rtahce t_s. ltbI ct to field. friSptedll by a re, t'e4oxltaative of this 4L CITY OF TUKWILA '. 575-4407 ES �l✓;'r-r ;� r - 7S -`D" NCs"5 // 0 PL E (/J/i- .ice TT.110 3/2 CL G F`NG ZAJ C r NANGR - NO S C fit E X30,-4 o R 1. J F e RDS FAM P i -u icGG:kS Liz ' ES, I � 241Z2) 1-4 FILE. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 90— s2g- and exact address for shut- down or restoration approval. • B.O. FOIST CR ,�.`•F lop ,17 4„ PPwL PL(4G N4!Jr E�z 'J CCALE /-14W ING r�� l 2 TI ' G' I�fE CF lit/E A v4 ; rtiE T,�.' v 3/8 CIG. rC AIG E lzsNG y�1v6:g4 No Sc ACE • OF .P - 21E TR �+ r NANGEg 44 ti I:1 1390 • APPROVED SY DRAWN BY DRAWING NUMBER - WTELEW1E POST 188A-20 - 24x36 • 1 V A • 1,L1 - 73 r \J- 1 I IV --- --___ i • VP -t. C r.:1- 0 . 1 t , TT 1.251 -0/.1 I ...i‘ \ • - in 1 17_ 0 • ar—fi7i 7, 1 - a — i . Ixsc__ L. •r' _alt -,I 1 /-4 ' ‘1 cr 1 ., 1:C,. - W., c-1 tc ' L..1EC ') La .....) , ; ,r, -t- ( 0 4 - I i 1 t 1 . C -77 - 114 'C 0 - I 4 Cf -t 14 ' 9-0 /0-0 L 1—iS i - _ , _ 1\i'' - - i1,76 f• -- I-- r /0 - 4'1Z -z --K .--f-- , ---•_, 44. -0 Ns 14 t . I - /0 -0 *- r?— - 1 Y4- 0,i:E cAs ev) ti f- - 1 t- it I / 0 I - [1 r-, Kir , 4 / 4 /4- 4--S' 6-3 1% I 6,3 -7 ELEv. PIT 0 N. I I 1i- /,-.; G -8 re) MAC ZNE Roo IN\ r . ;• Ik4MILLWA(A.KEs T4,PE vv Y' U'DiiN C(/7-g4.e., PEAP Guo/ CE 71.1-irAt CED - E r vg-rrz !o 6- ALE - I ..g• 0=-X 114 L. —0 6.) J,4 1- '1 1'4 /0-0 - j4 - 1 [ 3- V- 01 .s" 3-0 7-0 11 •••1 r e 01 130L?,. VI 4 i''-• e -o /J7 -O •I 14 1 .1-- k --- '4' /4. t -f-7/'- -, - . ? I 4. -.' 7‘'---1/3---775-.T7'-O ., , - • T / C) *s. 11 r 11 5_C 41_ t t 1 : 11 —I _1 ••••-. ; *1 - ti t 4 1 4 5_-3 6-0 - / t 4 f -/C: 5-3 4 6 ...E5 k C-1 I ///1- /"! 4 T - tt rzz, ..-. -1 L_0 D - - - el ....--- ,s, •--- L._ a--- 4 ....... . 4.. ......-" CCIATCY ALL DIM. IN FiEt 0 • CL47 OFF tki_i/E TO ELF VATOP5 AND 7,4\ (RIE- FOLNN\ 173' tsi\ (\IN ELE VATOg-Pl.T- SPRINKLER - 14 13 RANC4 LIME t- 6 • / t "-i -71 s-0 - i 0 - )1'4 1-0 r- c - #11 f 1 J-4 - t / • Ot-7-14 I 1 - r 1 1 - /0 C Tr - I •;;--. 4 (0 _ - - 32- st, ACCEPTED sATTL9.:. WASH 1110,1111.16:Noiv117111: 9110116 BOOM . Itashtoweetmesevisert: 14,nsgydrerisiteremsuitticuittrnalailgtelartisorport:hvididsdibtriusortniceasu.estA0crrucCeo:mtalimnicieioCandatildipOpnloiensttoStiperinittaaknificsrativdts tubrniM and tor construction and occupancy shown thaw& &nisi -led ingt:ii cloiamtirn"enlititsbiaaCtnd"accinSep"Cta tnCi°esntteolriatela;e1x::ynctOtelative effect tt various condittons upon tire insurance rates They are not to be cor,- strued as beating to any way upon the question et whether 'dile c'irt has been exercised with re .Sped to possible itandtty for persmmi itt- wry or damage to property ss recogiu.zed Oat haut.cts *amok 04 result in loss still exist. C40004m6"' / /21 1k4 L - 7- A 14 I 3 - 7-E tk• - ic ‚4 oc. E ).,m4m.on•m•=44•=4444m44.4444ai\ 41 ;44I •.g ct-1Q, -y- Ij r- . 0 1-3 0". - (- 14, 7- ss9 .1 1-- I it- /0- c cy_ a s ° srue,- a f.,.. / L4- 6 /‘ ° PEK13&)1- f..G 4tiG1 2_ 7-074G 1 /72 2 1 1-7 Lt- 8 • 120 6-0 LA:Lit ,4-9,776) 7-7-1 i" . It 1 ijjl NOV I 6 1990 :11 .11 2.64, ) -1Z- 722,?_. e --/-46-k ¶J kMf LJA 9 6o SCALE: l 1- II DATE: APPROVED BY C TY CF FlsksJAA. DRAWN BY Tr/k\ 1-1:171-e et.. rogT -trn- 6 i0 scur34 ItIvA I (.1..JA: Flrc- p, 04, DRAWING NUMBER • dIPTELJEIME POST 188A-20 - 24 x 36 • 0 .1 :01 33- G I-;1 1//#- ! y+ 9-0 14- q- 0 4- 1z -O F• N1 mi 4 e-0 +— c� 2-0 - Q5-- D f R I 0 a f 4' l� ISA k 2-0 C6-0 f H R Ff- isk Y (4- 1 14- I4- ly lY 11 6-0 t -Cs- ,_. r_" l` 1r t/A t� g_c _© e -o -c 8-0 Q-0 kif- M&' I • 8-- 0 s --G - 6 ,_5iAL- , �� r 1 k4 14-0 1 1 144 /1 0 ,1/4.8 k I l4- — n Y4., 'v V4- t-4- a-� - t,-4 9-o 1 /�♦ b -o 1-0 - _4I,�-�-_.-7....,-_-_,--,---:-,- _ 7 0 Z -a • 1 1 4 I • .44 4--0 • O r_- -r; a-0 s e-0 _4 t%4 1 x12-0 13-0 4.4 =f b "L 4-o )4- fY -t? (-e 14- 14- rl4 -7-o :40,-- 4-0 9 q- 0 ? - Cr /1- E - i /tt 4-4- y 14-0 1� 4 7 14-0 ri /Z --O /Z -c) 1 -0 /1-0 t'`al n j 1 1%4 y4- -"4 %- 0 _ C--0 7 2-F—N • 114 • 4 • I, 7-0 1%- f 1/4- 7-C lira e T -1 4 -Cf .33 :- ; 10--() 72L G!' J ACCEPTED WASHINGTON SUMPN6 & RATING SUDA0 SEATTLE WASH N OV 1 •s 1990 As meeting requirements of this ou+eau for classification as spnnkleredl however, system changes or additions as recommended on the attached sheets) w+Il result in improved rates. Acceptance applies to plans es submitted and for construct;on and occupancy shown installation Subject to 1nstection for f,na! acce;.tance, � ` �n+shy R+� 'n^+merts and acceptanr's relate exctus++le'y to rfilat'ae vft'c+ of various cc.nditlans upon file imurance ra.e. The are ,act to r an- strued as bearing in any way upon the question of whether 'due cele' has been exercised with respect to possible liability for personal in- jury or damage to property It is recognized that hazards which a result in loss still exist� HiQ 114- _ I = Int, " 1 -% � l - o 14- 1.-0 - _ r tk-4- r` 14 /4 114- /4-0_ fr/4-0_ 10-0 - /0-0 /o- a /Z-0 4r7 /4 -0 -/0-0 /c- G e /o- G s 10-0 - _0 14- f 1% j G -( _ -- 7-0 l Nti E C- t -i A F T 1270 '. 7- 7 r Y� • i r J M fV; P2--P,e4— /IA 30" B.C.D. 1/10 thr- 8-0 12 1.--4. 1 4 (? t: _ 4. y 1-3 9-o - c7- 9-n v c, 3-3' 1-r tZ o f ! - UL SCALE ill. 0 APPROVED BY DRAWN BY DATE- -711,1s k -VT cd- IA DRAWING NUMBER 0 'v') 0 c6 0, S5—t✓ 3f-© Ft ismimmom••• � ►3 1¢ 9-g-0 e /-O 4 X 2!-0 W Ji DC 0 W 4 ir) 96.-0 11-4- (:8-'( 3-9 /2-4 (ri )1-q It -O _ 13-9' fs? 1-0 4 o i It 1 2-1t 14 114- 1- O 8-0 1Y� 1-t0 l y _ t% 9-0 1_-/1 x 14 /0-O _ f .�. 1/4 10=0 1 —fi S 1¢ -0 t 1 y� �` 1 L♦ t—f ) 14 111- 14- ‘._ - r f — 4 1'4 —0 12-4 1- 4- es- sa 1 1 t 8 f n 17k 0 _ f e -o if 141 x 10-6 - �9 1 i• E ! 9 l ► X "I ikt x ( r Z-11 14 t} ly -- C 01 T oFf VU' try• I r, Fz_E;=/- TcE' ' 1 tJi 1y- � '14 11'4- ff 1/�' l I� r 4- s G1G-G I�-c 1_ ci-o y--0 /o-,14 s 7'- 1-1C 0 r11 r 14 . 0 -1-40 CO 7-10 8-- 9- Q z G ty ACCEPTED BY WASHINGTON Sl'RYEYIBS & RA11Mfi BUREAU SEATTLE WASH N O V 14 1990 heveing teaneef tadas eowver system chgsordt s as recommended onthattached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. &r,shed IrtstePat1on subject to Inspection for final accc;.'_3nce Ail comments and acceptances relate exclusively to relative effect Di 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 s recognized that wh+ck � result in loss still exist / 0 -0 o►, S-9 f tak of \ I -10c r (-AB M 14 14 � - (moi :e 7-0 7-0 �t N, ,I 'a rJ, V4- 0, r 14 13 -to r-7 1 7-8 /2-C 4 14 L- 0 1%- '1 -II , i q 4 1�� L� 1f �` l�4 (4- .� L r-� �_' ;s 5-0 •--v �` f RooF LEVEL, STAIRS 'it =1',a„ - L -V YT } to 14 �fl M / -4- 9 -ID =2-.; r� 8 r.d I 11'4 1'4 }/L-0 11-0 f 14_C1 1 , 17 1Z-0 I 1!-0 r -1-- I 1/4-- 14 1/4 28-0 y Rtf FZEE //--O`'AFF Z_L z2 ? / Z-0 - A r/ C'7'/ (/ ' \ Q // so c, f G -i -r w/E1Jr. ri /6Q A 1(.4 Cc PE,1; I; ANI" - T i 7 1 OiLS° ti,f#_26 IT _ - _ sz Z86 oe.s,,�ANT z s /8/->o'TX L 11-0 e 11- 0 !tr- /1-0 -0 F a I% .0-0 f 1f r -C 7-0 ^5 14 1`k f-0 `C-0 F 1-0 2-3 1/49 1„— - 1� 4 11-0 1 r o 1f-4 9-0 1 4- It- .1-r., s- 3 ltiosE K1' I I%t 1R 14- I`+- lya- t�#fin 1 7- 4-1 'I 114 crti kCif DRAWN BY f. DRAWING NUMBER IrtmictrydE ma 188A-20 - 24 x 38 0 s t) 0 IrTELENNE POST 1 SBA -20 - 24x36 95 0 90-c) ENTRY' C4N OPY NON C.Ck4‘?...t10 A..5. 1- r-1 Il I r --j [L • t •'n• H 4 0 0 • fl 1-4 ENTRY CANOPY NON CO \B NO -A.S,- • 4 i • 0 • 1 • 4 Mt • Q - SCD I (^1 ! _ t • ' 0 1.4 0 (3 • ta. If 8-OCLG 11 - • • 4- • Q • • • • t....} ELEVATJR IAACH,SPAC E STAIRS 11 • • v N) ENTKY CANOPY `1ti CoMR NO A.S. -1 1 t 0 } H hf H —1 0 - H R h IT • • y • STAIRS 1 H 1 H ACCEPTED BY NAS1H RTON SURE( INS & RANO BUNU SEATTLE WASH NOV 14 1990 As meeting requirements of this bureau for classification as sprinklered; however, ll result in improved em changes or additions rates. Acpts crecommended pi es the to planattached as submitted and for construction and occupancy snown tlferann. Lmshed Installation subject to inspection tor final a;.cc;.tsnca, AU comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance the quest on Tofhey wh whether ale hot to one acon- strued as bearing in any wny p'due e has been exercised with respect to possible !lab I,ty for personal in- jury or damage to property It is recognized that hazards which may result in loss still exist e ow • t�- • ( • 1- ENTR CANOPY tiC1.1_"." IIUQ X1.5 t 9-Q TYP CEG UNLESS- NOTED 1 /990 /: 11 Crt ----------------- 4RzHEIZ Co./u3Th'LCTIOrJ 7 5 Sv ZoG ' S7 k' L t\ IT $A SCALE- Ye /-0" APPROVED BY DATE' - CITE' or T�K(•L'I14 91-oSa IDRAWN BY FCKT DRAWING NUMBER 0 0 01 ( 0 .0C-0 Q -0 x G - O STAIRS • tT • • c r T • . i • -- • 41, • • • • 4-. U 1' 1 0 FACH EC H -,FT =WTITr1 1I0.5F C S -1-k I ee 125-- ACCEPTED 2v ACCEPTED WASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH NOV11199O M meeting requirements of this Bureau for classification as spnnklered; however, system changes or additions es recommended on the attached sheet(s) wail result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Eamshed installation subject to Inipectfon for All comments and acceptances relate exclusively to relative effect various conditions bearing in any way uponpon fire thequestion of whether'due cal " has been exercised with respect to possible hab.l,ty for personal 3� jury or damage to property j as recognized that.hazar.�fs W,; A result in loss still exist �] mat A r -- wP ;:0V i'1990 1; (21) P72.— 72z� RRChfR CQtJ1TKCC.. kr%10 tJC -75c ST KENT cki4 O 32 #4g. Cf-lck 21 SCALE- Y — I' o" APPROVED BY CITY OF Tu - DATE 6&/o r t, T ^ r ftar 13 ► •.ts Fly f. FiscTF y ; DRAWN BY f.(A DRAWING NUMBER iCTEt.EDY E POST 188A-20 — 24x38 t _ 1 .1.••••.-••-••C OS -0 95- cD H H •s (te-i • 410__S H H 1-1 0 Tr -.-------r ---.--------- - i t ---;------=-M-1 I- -- - ---- 1 ; :T_ ' - ELV , v %.1. i 1, I : • I C.• • 4 - - • _ SPRINKLER RM- • 0 t, H rt. • • CL G IVA I.ES 1' A s\ 1 5 - , 35-0 11 H SHAFT -\\ 4 ACCEPTED BY WASHINGTON SURVEYING & HATING BUREAU SEATTLE WASH NOV1 4 1990 As meeting requirements of this bureau for classification as spnnkiered; 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. Eirished Installation subject to inspection Li' All comments and acceptances relate exclusAety to relative effect of various conditions upon fire insurance rates They are not to be cow stued as hearing in any way upon tI'e question of whether 'due care has been exercised w.th respect to possible liability for personal *- Jury or damage to property I is recognized that hazards it/Judi ieaj result in foss still exist • VI771 HO CAp_, EL '~'^44^=00` • • = t11-11 11 If NOV 1 3 1990 I ----------------- C1P. rtoc. 0 ruc_ 7e 5 5 50 2-0 11' 5 T V'6rtT 1A 2 - SCALE 1 DATE. APPROVED BY CITY c T(4.1A DRAWN BY rc 4"1 -Par--)T 'T:=2 nc:kvirs ex-F/ccrc-c-- cEmr:: DRAW1NA NUMBER 7 mms posy 188A-20 — 24 x 38 • s- 4 1! /'1A 417,V ti J • (6 G7 GS 1 (ct' M 4� 14 s • L S V '1 it _ _ r••in.ra, = ACCEPTED WASHINGTON SURVEYING & RATING BUREAU SEATTLE, WASH. N0111 A 1990 Al meeting requirements of this bureau for classification as sprinklered; however. system changes or additions es recommended on the attached sheet(s) will result In improved rates. Acceptance applies to plans as submitted and for construction ar,d occupancy shown thereon. Einished installation subject to inspection for All comments and acceptances relate exclusively to relative ettFt et various conditions upon fire insurance rates. They are nfit ti) bo gait strued as bearing in any way upon the question of whether "dun nare'` has been exercised with respect to possible liability for personal IA' jury or damage to property. It is recognized that hazards which m4 result in loss still exist 1 52 c; : -�1 r"_:7-1 ¢' �.t f zi • 1 t qty •27,; I 1 ---t t ---;f PE, 07,. Al G1 I- c- 0 ite 11% Z z.. ,a. 47 47 4 31 0 NOV 16 199 r..�0 4. CNS 7.',.s4) 67z -7ZZ_ Z./7E, fi-r L0;J dtt E r '3i r-r� ( L'' SCALE: DATE: AIG 1/ 90 APPROVED SY DRAWN BY T -t comer D tV7 .2L .„,1_,.:,40 SLY FT PC t Nr A: ir-_:_,- f 4 _ v . 7X L), UJP. fl/�K x`%!ice F, EP, DRAWING NUMBER 1. AIM I\ xTB,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 Ii I II1R 1 I•LAT NO J 79-7- 55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 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 BEV -TEEN 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 77.65'ITHENCE 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. 'jenoadde uogeaolsaa ao umop -pigs aol ssaappe loexa pue ZOO— 'oN qof sly; anl8 pue LO1717•SL5 :1193 aseafd ' IN3W12iYd3a 32313 HIIM)tfll LOtt SLS V1IM)lfll 30 ALIO ------7/575—:A8.--"7370 :3_da luawlaec ap slyl to anlleluasa.ldaa a Aq uolloadtul -plan of l3afgns s! aouelda339 le1!3 •s2ulme.lp pas!Aaa to lelllwgnsaa 9 aim )aa Il!m pue a3ueldao3e sm pion I11m 9 .ep slyl Jane s8ulmeap asayl of suols!Aa. .10 suollalap 'suolllppV Vac) ea13 91lm) nl to Allo ayl Aq palda30e pue pamal Baa uaaq anal olaaaq paxllle s8ulmeap a 1 2331131 031-10V11V 3H1 aid 0 03d NI 0310N SV •S1N31A11A100 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 . 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 0 # SYSTEMS 1 * DETECTORS 33 it HORNS 41 # MANUAL STA. 10 # RISERS 1 .cnn .. 3V t t, LJiiE Li L_ n Z 0 il mmlli oaQi o� mw iQ 5 W# PROJECT EN OR. sum K. 1lai0Li DRAWN. EY. MAW DOL Pa OHECKED eY. APPROVED MY. 903801 i DWG.TITLE COVER SHEET SYSTEM FIRE ALARM di ss 5 PROJECT FORT DENT II, OFFICE BUILDING CUSTOMER THE PREMIER GROUP .cnn .. 3V t t, LJiiE Li L_ 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 0 SHEET II 2ona 6 z PI 0 0 A /B\ 0 I- 1 /;\ REV. NO DATE DESCRIPTION REVISED BY CHECKED BY DATE ENGINEERING REVISIONS Q 0 [x 0 � d *I I i : I 1 0IA 8 4 r ' 0 ...11g 1 iOE( u IL1 O _ ,/, i C z z. W 1' 0 W a i i m • z 3 0 CHECKED BY. } m 0 C ■ ID ra N CO o 01 PROJECT FORT DENT II, OFFICE BLDG. DWG.TITLE BILL OF MATERIAL & BATTERY CACULATIONS SYSTEM FRE ALARM ci II z d 5 W Ce 0 ZF IX LLJ LLJ ZWO 0 Z LLJ r 0 } m Y 0 >. M w ff CUSTOMER THE PREMIER GROUP Z d i S 0 rid F 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 0 SHEET II 2ona 6 z PI 0 0 A /B\ 0 I- 1 /;\ REV. NO DATE DESCRIPTION REVISED BY CHECKED BY DATE ENGINEERING REVISIONS OEE{Z 0 SHEET II 2ona 6 z PI 0 0 0 I- 1 ow 1 Q 0 [x 0 � d *I I i : I 1 0IA 8 4 r ' 0 ...11g 1 iOE( u IL1 O _ ,/, i C z z. W 1' 0 W a i i m • z 3 0 CHECKED BY. } m 0 C ■ ID ra N CO o 01 PROJECT FORT DENT II, OFFICE BLDG. DWG.TITLE BILL OF MATERIAL & BATTERY CACULATIONS SYSTEM FRE ALARM ci II z d 5 W Ce 0 ZF IX LLJ LLJ ZWO 0 Z LLJ r 0 } m Y 0 >. M w ff CUSTOMER THE PREMIER GROUP Z d i S 0 rid F 0 z hi E.°, L. 1—B 2—A 0 10 15 1—B 2—A 20 25 30 35 40 1—B 2—A 50 60 L 1314 —A 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,1—A,1—D 5—C Ft:F. 1 coy 2—B,1=A 2—C,1—D 100 FEET MAIN FLOOR RECALL i- 2 ALT. FLOOR RECALL —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 Nz 11 � �! I] 6Q ai 1 a 1 E ° s ff i gu o I 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 CONDUCTOR 16 GAGE HORNS B = TWO CDNDUCTDR 16 GAGE ZONE C = TWO CDNDUCTDR 16 GAGE MISC, D = TWD CDNDUCTDR 16 GAGE SMOKE PWR, 0 10 15 20 25 30 35 40 50 60 2-A 1-B 1-B SECOND FLOOR PLAN ZONE 3 80 2 -B,1 -A 2 -C,1 -D - 2 -A,1 -B 1 -C,2 -D 1 -B,1 -A 1 -D,1 -C 100 FEET 2-A 2-B 2-A 2-B I — — tr�I�c 2-A 11 I1 -1 ii 11 ,1 1 11 0 Liz Y i u1 COi I d o Z rn I 2 D� Q I ol i 14' 11 E t00 /\rte I rn` C I Y I VI ( C5 0 a O 3 t 1 10 J IS ?:' • ( Y Y M i` �a S aL 903804 PRO.,ECT FORT DENT II OFFICE BLDG. oWG.mLE SECOND FLOOR PLAN SYSTEM FIRE ALARM 481-2404 a } Y k i CUSMMER THE PREMIER GROUP z 0 rii5 C Zo Cea W W zs z Li a a 0 z Y t HORN CKT.2 E.O.L. ! L4-airc . , 1-A A = TWO CONDUCTOR 16 GAGE FOR HORNS B = TWO CONDUCTOR 16 GAGE FOR ZONE C = TWO CONDUCTOR 16 GAGE FOR MISC. D = TWD CONDUCTOR 16 GAGE FOR SMOKE PWR. 0 10 15 20 25 30 35 1-A 2-B THIRD FLOOR PLAN ZONE 4 • 40 50 1-A 2-B 60 — — — r-- ! : ' . — 2-B 1-A 80 - - - • • 2-B k- 1 -A,2 -B 1 -D,1 -C 2-A 1-B 100 FEET 2-A 1-B 2-A 0 m z I 0 EE 1,7pff lub I Mr: I t Eff i T i 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 LI_ 0 fx 1 0 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 H2-11 H2-10 1A 72B ®4-3 \ 4-2OE135 135°`2B H2-9 H2-8 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 z -s 1B350 H1-4 H1-3 H1-2 1A \-1B 2-8 Ci 1 -› F H2-1 � Q 1C,1D 4-1 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 4 \--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 o 0 z o . 1- 1 0 1-7f[ a i � a ... icrg' 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 CC0Q 0 ixLU (I)F 0 CUSTOMER THE PREMIER GROUP t CDD F A B 11 1 ,I1 F 1 To Existing Circuits , I^. - A D 0.„ CJ) COPY TO 0, • , PROtiftwtir m m ENTS. r.1^1^7) If encl sures t Th l dr 'ii. -3 „Ti..(el hereto have -tnpn by the Citi of „„ A .1:Aions, del „tions .i n„.„ t.„- „.„,„;•Jr wngs aft- this an will .„ fe„37...1.).„ ILL! of revised drawings. Fin..I is subject to fielc- • ins„.ec..1 Jy a redresentative of .his • de •.„ '„„•ent DATE1,-2-V-V Y: CITY OF TUKWILA 5 75 -4407 1 TUKWI EPARTMENT Please call: 575-4407 erd give this job end E-A„:1Ct address for shift- 4uwn ur restoration apdroval., i t t -......,v i- ;' 1,4,1• ,,,,-,„ • s F 3Y OTHRS DOO HOLDE CON \ECT 73598U PHOTO DETECTO 4"OCT. EXISTING AN UAL PULL S.G. Efl EHS-EL1--1 HORN STOBE 4"SQ. A = 4#16 INITIATING CIRCUIT B = 4#16 INDICATING CRCUIT 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. o-- A A B ••••••••-• F A+B 6840 FT DENT WY #200 91-F-311 0 0 0 c 0 (/) 0 0 1) 0 (f) u) 0 • • _C 0 a) -o 0) Lt Site Phone: 0 0 L._ 0 0 0) 0 0 _a -o a) 0 a) _c 0 o 0 cL z -J 01- - w CI) >- CC -J w CC LL date 9-26-91 10F2