Loading...
HomeMy WebLinkAboutPP - 3355 S 120TH PL - INTERGATE EAST BUILDING 5 - PERMITS AND PLANS3355 S 120TH PL ASSOCIATED PERMITS 00-F-106 12-F-180 09-S-002 17-S-155 07-F-084 13-F-001 09-S-152 17-S-198 07-F-115 13-F-139 09-5-160 18-S-094 08-F-002 13-F-206 09-S-204 18-S-167 08-F-035 13-F-239 10-5-012 18-S-195 08-F-086 14-F-009 10-S-027 18-S-218 08-F-087 14-F-051 10-S-064 19-5-011 08-F-088 14-F-056 10-S-076 D99-0421 08-F-419 14-F-195 10-5-078 D04-248 08-F-485 15-F-022 10-S-079 D06-451 09-F-007 15-F-044 10-S-124 D07-071 09-F-041 15-F-067 10-S-191 D07-475 09-F-058 15-F-068 10-S-221 D08-025 09-F-166 15-F-104 10-S-242 D08-226 09-F-187 17-F-013 10-S-272 D08-276 10-F-011 17-F-089 11-S-026 D10-058 10-F-083 17-F-229 11-5-088 D10-070 10-F-111 18-F-052 11-S-157 D10-284 10-F-113 18-F-097 11-S-207 D18-0201 10-F-123 18-F-162 12-5-110 D18-0278 10-F-142 18-F-180 12-S-170 M99-0241 10-F-145 19-F-057 12-S-225 M04-134 10-F-168 00-S-187 12-S-245 M07-046 10-F-181 01-S-008 12-S-256 M07-285 10-F-182 01-S-019 13-S-162 M08-140 10-F-257 01-S-020 13-S-177 M10-030 10-F-260 01-5-028 13-S-302 M15-0026 10-F-273 07-S-123 14-S-036 MI2000-087 11-F-014 07-S-137 14-S-053 EL08-563 11-F-023 07-S-194 14-5-185 258-10 11-F-134 08-S-002 15-S-063 259-10 11-F-147 08-5-015 15-S-069 260-10 11-F-269 08-S-086 15-S-087 338-07 11-F-273 08-S-343 16-S-021 339-08 12-F-132 08-S-410 16-S-178 44,10,11w44 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: 3355 S 120th Place, Tukwila, Wa Tenant Name: Sabey Data Center Suite 4203 King Co. Assessor's Tax No.: 1023049082 Suite Number: 4203 Floor: 2 New Tenant? ❑ - Yes I=1- No Property Owner's Name: Sabey Corporation 12201 Tukwila Inter Blvd Seattle Wa 98168 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Company Name: Mailing Address: E-mail Address: Viking Automatic Sprinkler Co. Day Telephone: 425-622-4656 3434 1st Ave S Seattle Wa 98134 Ty.Allan@Vikingsprinkler.net City State Zip Fax Number: 206.622.9319 Contractor's City of Tukwila NICET Ill number: See 3rd party stamp Business License number: BUS -0995873 Total number of new/relocated devices or sprinkler heads: 86 Valuation of Project (contractor's bid price): $ 38,350 Scope of Work (please provide detailed information): Provide protection above and below new ducts in mech room. Removed all lines in 10,000 sq ft suite, and replace due to duct conflicts for large new ducts being installed. Tukwila demo permit# 18-5-087 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: Ty Allan Print Name: Ty Allan Day Telephone: 206.622.4656 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. site Address: 3355 S 120th PL Tenant Name: Sabey Data Center New Tenant? ❑ - Yes 0 - No Property Owner's Name: Sabey Data Center LLC Mailing Address: 12201 Tukwila Int BLVD 4th Floor Seattle, Wa 98168 City State Zip **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049082 Suite Number: S DC42 Floor: 1812 CONTACT PERSON -if there are questions about the submittal. Name: Matthew Stewart Day Telephone: 602-478-8190 Company Name: Johnson Controls Fire Protection LP Mailing Address: 9520 10th Ave S matthew.stewart@jci.com City E-mail Address: NICET III number: 84995 State Zip Fax Number: 480'303-9922 Contractor's City of Tukwila Business License number: BUS -099436° Total number of new/relocated devices or sprinkler heads: 0 Valuation of Project (contractor's bid price): $7,000 Scope of Work (please provide detailed information): Add heats, ducts smokes and horn strobes for new build out and air handler 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: ��2 r �Z �" Date: 4/2/19 Print Name: Matthew Stewart Day Telephone: 62-478-8190 Plan Permit App.doc 8/22/14 TFD FP Form 8 • 4R4ittl°11"44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 41v FIRE PROTECTION SYSTEIvT APPLICATION Applications and plans must be complete in order o be accepted for plan review. Site Address: 3355 S 120th PI Tenant Name: Sabey Data Center New Tenant? ❑ - Yes El - No Property Owner's Name: Sabey Data Center LLC Mailing Address:12201 Tukwila Int BLDV 4FL Seattle Wa 98168 **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049082 Suite Number: ALL Floor: A L L City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matthew Stewart Day Telephone: 602-478-8190 Company Name: Johnson Control Fire Protection LP Mailing Address: 9520 10th Ave S Seattle Wa 98108 E-mail Address: matthew.stewart@jci.com NICET III number: 84995 City State Zip Fax Number: Contractor's City of Tukwila Business License number: Bus -099436o Total number of new/relocated devices or sprinkler heads: 0 Valuation of Project (contractor's bid price): $ 1 51 ,000 Scope of Work (please provide detailed information): Replace old pre -action valves with new valves and connect to existing fire alarm system. See scope letter 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 OWNER OR AUTHORIZED AGENT: iA,r 17 2019 Signature: ��%L w- �'z �'r t- TUIILA FIE Date: Jan 15th 2019 Print Name: Matthew Stewart Ce- A' Day Telephone:lle 602-478-8190 Plan Permit App.doc 8/22/14 TFD FP Form 8 /1 02./ ss- 1 4.4mikluritv 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.: 1023049082 Site Address: 3355 S 120th Place, Tukwila, Wa Suite Number: SDC 4 2 0 3Floor: 1 Tenant Name: NEW GENERATOR ROOM / WALL RELOCATIONS New Tenant? ❑ - Yes Property Owner's Name: Sabey Corporation 12201 Tukwila Inter Blvd Seattle Wa 98168 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: 425-622-4656 Viking Automatic Sprinkler Co. Company Name: Mailing Address: E-mail Address: 3434 1st Ave S Seattle Wa 98134 Ty.Allan@Vikingsprinkler.net City State Zip Fax Number: 206.622.9319 Contractor's City of Tukwila NICET III number: Business License number: BUS - 0995873 Total number of new/relocated devices or sprinkler heads: 22 Valuation of Project (contractor's bid price): $ 11,000 Scope of Work (please provide detailed information): NEW GENERATOR BEING ADDED, WALL RELOCATED VIKING IS RELOCATING MAIN AND ADDING LINES ON BOTH SIDES TO KEEP COVERAGE 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 AGE Signature: Print Name: Ty Allan PAID kilt! 1 n 7dliR ruKWIL,A FIRS Day Telephone: 2 0 6. 6 2 2 .4 6 5 6 Plan Permit App.doc Date: 11/15/18 8/22/14 TFD FP Form 8 41aistILW44 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.: 1023049082 Site Address: 3355 S 120th Place, Tukwila, Wa Suite Number: 4203 Floor: 2 Tenant Name: Sabey Data Center Suite 4203 New Tenant? ❑ - Yes Property Owner's Name: Sabey Corporation 12201 Tukwila Inter Blvd Seattle Wa 98168 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: 425-622-4656 Company Name: Viking Automatic Sprinkler Co. Mailing Address: 3434 1st Ave S Seattle Wa 98134 TA1lan@Vikingsprinkler.net City State Zip y. E-mail Address: Fax Number: 206.622.9319 Contractor's City of Tukwila NICET III number: Business License number: BUS - 0995873 Total number of new/relocated devices or sprinkler heads: 18 Valuation of Project (contractor's bid price): $ 4,300 Scope of Work (please provide detailed information): NEW SERVER RACKS BEING ADDED INTO TO TENANT SPACE. RACKS HAVE ACRYLIC UP TO CEILING, VIKING ADDING AND ADJUSTING SPRINKLERS TO ACCOMADATE. 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 WASHINN tN �LUD I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT- CCT 12 2018 Signature: TUKVVILA FIRE Date: 10 . 11.18 Print Name: Ty Allan Day Telephone: 206.622.4656 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.: /0 a 30 /9'O $ 2 Site Address: 3 35.5- S. /dog PL Suite Number: Floor: Tenant Name: Seg #/e CAd da, 717- New Tenant? ❑ - Yes No Property Owner's Name: SG J)q T5 L6 c - Mailing Address: ) ?Q7 -17/ /� Jvd Sea#'( (17,1J ��6 8 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: A 11Aeui J 7Le AJaa f Day Telephone: 6 .0e2-, f % t 'YHO .J r Company Name: -ah y s cAl Cion P- 41- P c74'&- L i �+ Mailing Address: 9S c () %o �_ Qi,P S Seo 7 e I .i1 I'ogi City State Zip E-mail Address: /Yla -gew. 51-ecoo, 2f le J c,' . ,-. Fax Number: Contractor's City of Tukwila NICET III number: g t^}Q! j' C Business License number: 8 65 - 0 59 436.4 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ fP OU��,,(JI�JJ /- Scope of Work (please provide detailed information): c.Gdl`nr At1/_G�,,� AOran SW�o C7 ) --p0 /yaw r e 20'9"'"'- Aoril5',k PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS R AU .FD AGENT: Signature: // Date:/F-/ TIE Print Name: /i /r/ ide '�i Day Telephone: (p 409 ^ �!) Ir'0 75sU Plan Permit App doc 8/22/14 TFD FP Form 8 413istillw44 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.: 1023049082 Site Address: 3355 S 120th Place, Tukwila, Wa Suite Number: 120 Floor: 1 Tenant Name: Seattle Childrens TI New Tenant? leYes ❑ - No Property Owner's Name: Sabey Corporation 12201 Tukwila Inter Blvd Seattle Wa 98168 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: 425-622-4656 Company Name: Viking Automatic Sprinkler Co . Mailing Address: 3434 1st Ave S Seattle Wa 98134 TAllan@Vikingsprinkler.net City State Zip y. E-mail Address: Fax Number: 206.622.9319 Contractor's City of Tukwila NICET III number: See 3rd party stamp Business License number: BUS -0995873 Total number of new/relocated devices or sprinkler heads: 9 Valuation of Project (contractor's bid price): $ 5,000 Scope of Work (please provide detailed information): NEW TENANT IS GOING TO OCCUPY SPACE . WALLS HAVE BEEN ADDED, SO VIKING IS ADDING AND RELOCATING TO PROVIDE CORRECT COVER. 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: Ty Allan Plan Permit App.doc PAID MS 2 1 2018 T aKW' j FIRE Date: Ty Allan �j Day Telephone: 2 0 6 .6 2 2 .4 6 5 6 8/22/14 TFD FP Form 8 MICROSOFT TK5 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICA'T'ION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address: 355 S Tenant Name: (41 1 C.NsStJ -rk 5 King Co. Assessor's Tax No.: 01.3oy s_ Suite Number: Floor: o, gt New Tenant? ❑ - Yes- No Property Owner's Name: So.61 y (.e per Qts. r` Mailing Address: \'22-1j tW► -A " {.II yQ'Trife Y City State Zip CONTACT PERSON -if there arc questions about the submittal. Name: ' AOL.cSket„Jt . C Day Telephone: ( L L1Yk Company Name: '''.().\\NAt- (..-1414* C%c.e- e cat *.&‘\' t L.1 Mailing Address: C-t1S1.-4 10ar\ N1/4)4.. S S nom.' t,. 4.]ia\0t ..y City State Zip E-mail Address: C'cl`. r a.. . 3.lt ` -,a C.-1 ,e+oM Fax Number: Contractor's City of Tukwila NICET Ill number: 'it''Ia1r% S Business License number: (10S - Q°'1\ 41 k 6 Total number of new/relocated devices or sprinkler heads: '''' . Valuation of Project (contractor's bid price): $ t )S( - Scope of Work (please provide detailed information): kQ ct- `KAT. S\cb\bL (,V31 PERMIT APPLICATION NOTES Value of Construction In all eases, 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 atter its issuance, or it' 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 IIAVE 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 TI IIS PERMIT. BUILDING OWNER OR AUTI ORIZED AGENT: Signature: Print Name: PAID AU3 -8 2818 Date: 1/ ljt TU DaW e jon : U_L-tet. UcAD Plan Permit App.doc 8/22/14 )TD FP Form 8 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** 3355 S King Co. Assessor's Tax No.: 1 62:V44 9t21:1), Suite Number: Z 3 Floor: L Tenant Name: 50,h Cy 001k p, ( .e. NA S New Tenant? ❑ - Yes Property Owner's Name: S 066'1 . l f) o -t *. Cc , , t,C Mailing Address: 7.x.0, "TU16.0.111.4i "X.4.71- C31—‘1.17 S'ERITL-S City CONTACT PERSON-if there are questions about the submittal. %( Name: q."t`Y 4A,, S4t0—Wo.cAr State Zip Day Telephone: LD p1,-4'2 1<1,1-vo Company Name: —Sc t%.St N Lclt \-k,t clt`t._ c) (EA -e .e..kr,1 n Le Mailing Address: cat 1,o6•. A1\k, S st..)Aic. W k MN WI City State Zip E-mail Address: r` c...A CW . Sktzt, 1c,.C1r o .> C-1 . 44 Fax Fax Number: Contractor's City of Tukwila NICET III number: Business License number: %OS 09"1&1( Total number of new/relocated devices or sprinkler heads: - 3 d %Ov Valuation of Project (contractor's bid price): $ 5b Scope of Work (please provide detailed information): 1So0,, t.N... t o rvl Saari#- S 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 TI11S PERMIT. BUILDING OWNER OR AUTRIZED AGENT: i Signature: Print Namc: M caVISej, Paul Permit App.doe Date: S//1/(3 Day Telephone: (1.)2"91 O " 1 8/22/14 TF1) FP Form 8 SITE, LOCATION f1 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: 3355 s D0$-1, PL Suite Number: Tenant Name: P'11 Property Owner's Name:(EaSi ELS_ Li...C. Mailing Address: 11:2-4.\ ' i UkVJktth j'i %L C t.1kW ILA A ` i 2 a City State Zip (SX -Wk 4(Y1) Floor: 1 New Tenant? ❑ - YesNia, No CONTACT PERSON -if there are questions about the submittal. Name: Day Telephone: ,Q L- 71.- Ir0 Company Name: -. dtVr L r cA V1 L. w O "i's0- t 0D1_e Mailing Address: E-mail Address: Intl. RJv S %z font- Alt 1o% City State Zip . Fax Number: Contractor's City of Tukwila NICET Ill number: Vic1c1S Business License number: clkjS " 0°1`13"1 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 0;;;A4.. Scope of Work (please provide detailed information): •$,cr\-tert%) ( iaj.- ,dSI-f a4v, NADIA. kfrk LA -Or- i.. otN1.1-6c`.r s. c. f\o, (`ma c, 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: _rltx:\"*,n,.7 S*as.A2-SNI Day Telephone: Date: Plein Penult App.doc 8/22114 TFD F1' Form °R IMRE SITE LOCATION Site Address: Tenant Name: 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.: S bZ30tj ` 1 Suite Number: Floor: New Tenant? ❑ - Yes - No Property Owner's Name: S \>-1 1 S) c Mailing Address: -0 U 1 j L k\ \ L \ L)JT %LIO N )}(\ City State Zip CONTACT PERSON -if there are questions about the submittal. p Name: \ U V l S-" _}. - Day Telephone: LU- 11—itcUgQI Company Name: t-9 't. .-e,zsP\ (...e---1 Lz t-'\QA)y1J Mailing Address: cl S -15C_ \D ,. N -le- ] S-crAt q%kb City State Zip E-mail Address: rv1T.‘„,c ,,,_‘„,-)...c€4-1<,_-_,, _ ‹.,. Fax Number: Contractor's City of Tukwila NICET III number: LbL1106 Business License number: [?J' — o9\ L C Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 4 -o -s (‘) 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 Day Telephone: Date: \\)24)-) 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted fbr plan review. **PLEASE PRINT** Site Address: 3355 S 120th Place Tenant Name: Internap Office TI Property Owner's Name: Sabey Corporation King Co. Assessor's Tax No.: 1023049082 Suite Number: Floor: .2 New Tenant? ❑ - Yes ❑ - No Mailing Address: 12201 Tukwila Intl Blvd Seattle WA 98168 City Stale Zip CONTACT PERSON -if there are questions about the submittal. Name: Josh Rankin Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA 98050 City State Z E-mail Address: josh@reliancefire.corn Fax Number: 206-682-6744ip Total number of new/relocated devices or sprinkler heads: 17 Valuation of Project (contractor's bid price): $ 5,000 Scope of Work (please provide detailed information): Add or relocate pendent heads to suit new floor and ceiling plan revisions at the offices. 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: 10-10-17 Print Name: Josh Rankin Day Telephone: • 206-682-6636 Plan Permit App.doc 1/2/13 T11) FI' Form 8 JPIEREr 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 LOCATION 1023049082 King Co. Assessor's Tax No.: Site Address: 3355 S 120th P I . Tukwila, WA 98168 Suite Number: 5201 A Floor: 2 Tenant Name: (OVATION - SABEY DATA CENTER New Tenant? ❑-Yes ®-No Property Owner's Name: SABEY Mailing Address: 12201 Tukwila Intl Blvd Tukwila WA 98168 CONTACT PERSON -if there are questions about the submittal. Name: Jim Thomas City State Zip Day Telephone: (206) 763-4819 Company Name: McKinstry Co LLC Mailing Address: 5005 3rd Ave S, Seattle WA 98134 City State Zip E-mail Address: permits@mckinstry.com Fax Number: Total number of new/relocated devices or sprinkler heads: 6 Valuation of Project (contractor's bid price): $ 3,200 Scope of Work (please provide detailed information): RELOCATE & ADD 6 EC PEN D E N TS IN ORDER TO ACCOMODATE TENANT IMPROVEMENTS. 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 R AUTHOR( D AG NT: r Signature. W ray ( Date: 08/16/2017 Print NJim Thomas w/ cKinstry CotLC Day Telephone: hone:206-763-4819 iP Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049082 Site Address: 3355 S 120th PI Suite Number: Floor: 1 Tenant Name: Sabey Property Owner's Name: Sabey Corporation New Tenant? ❑ - Yes ❑ - No Mailing Address: 12201 Tukwila Intl Blvd CONTACT PERSON -if there are questions about the submittal. Name: Mike Irish Seattle WA 98168 City State Zip Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA 98050 City State Zip E-mail Address: miket reliancefire.com Fax Number: 206-68-6744 Total number of new/relocated devices or sprinkler heads: 'x12 Valuation of Project (contractor's bid price): $ 5,000 Scope of Work (please provide detailed information): Add or relocate pendent heads to suit new plastic pod walls 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: U Signature: Date: 8-16-16 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doc 112/13 'CFD 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,: 1023049082 Site Address: 3355 S 120th PI Suite Number: Moor: 1 Tenant Name: Sabey New Tenant? [] - Yes C] - No Property Owner's Name: Sabey Corporation Mailing Address: 12201 Tukwila Intl Blvd Seattle WA 98168 City CONTACT PERSON -if there are questions about the submittal. Name: Mike Irish Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA §8050 City late 7;p E-mail Address: mike(a reliancefire.com Fax Number: 206-68-674 Total number of new/relocated devices or sprinkler heads: 14 Valuation of Project (contractor's bid price): $ 4,440 Scope of Work (please provide detailed information): Add pendent heads for new ceiling in offices State Zip 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: /Lf z-- Date: 5-06-15 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doc 1/2/13 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.: 102304-9082 Site Address: 3355 S. 120th Place, Tukwila, WA 98168 Suite Number: Floor: 3 Tenant Name: Sabey Corporation Property Owner's Name: Sabey Corporation Mailing Address: 12201 Tukwil Int'I Blvd, 4th Fir Seattle WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name:Jim Thomas Day Telephone: (206) 763-4819 New Tenant? ❑ - Yes RI- No Company Name: McKinstry, Co. Mailing Address: 5005 3rd Ave. S. Seattle WA 98134 City State Zip E-mail Address: permits@mckinstry.com mckinstry.com Fax Number: (206) 763-5407 Contractor's City of Tukwila Business License number: BUS -0994320 Total number of new/relocated devices or sprinkler heads: 7 Valuation of Project (contractor's bid price): $ 2,557 Scope of Work (please provide detailed information): Add 7 quick response, extended coverage uprights to provide protection around mechanical equipment 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 OWNS OR AUTHORIZED AG NT: Signature: UrcDate: q -d3-15- Print Name: I Thomas Day Telephone: (206) 763-4819 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** Site Address: 3355 S 120th P1 King Co. Assessor's Tax No.: 1023049082 Suite Number: Floor: 3 Tenant Name: Sabey SDC -5 New Tenant? ❑ - Yes ® - No Property Owner's Name: Sabey Mailing Address: 3355 S 120th P1 Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PINE Redmond WA 98052 City State Zip E-mail Address: markk@fire-chief.com Fax Number: 425/562-6662 Contractor's City of Tukwila Business License number: FIRECCE938JR 12 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 14135.00 Scope of Work (please provide detailed information): Fire alarm system modifications and additions for floor 3, adding new AHU's 52-D1 and 52-D2 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: Mark Kushino wM . . .w= Signature: ^ - • az Date: 4/15/15 Print Name: Mark Kushino Day Telephone: 425/522-1226 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWiLA FIRE DEPARTMENT 444 Andover Park !East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted liar plan review, Site Address: 3355 S 120th PI **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049082 Suite Number: Floor: 2 Tenant Name: Sabey Property Owner's Name: Sabey Corporation Mailing Address: 12201 Tukwila Intl Blvd New Tenant? ❑ - Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: Mike Irish Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA 980 City lac lip E-mail Address: mikeareliancefire.com Fax Number: 206-68 -74 Seattle WA 98168 City State Zip Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ 1440 Scope of Work (please provide detailed information): Add/ relocate heads for new plastic pod. 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 Ti•IAT 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: Date: 04-12-15 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doc 1/2/13 TFD FI' Form 8 41010% SITE LOCATION j 1211 I Pods 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.: 1023049082 Site Address: 3355 120th St Suite Number: Floor: 2 Tenant Name: Sabey Intergate East New Tenant? E - Yes ® - No Property Owner's Name: Mailing Address: Sabey 3355 S 120th PI CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Tukwila City WA 98168 State Zip Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 3355 120th P1 Tukwila WA 98168 City State Zip E-mail Address: markk@fire-chief.com Fax Number: 425/562-6662 Contractor's City of Tukwila Business License number: BUS -0993726 Total number of new/relocated devices or sprinkler heads: 5 Valuation of Project (contractor's bid price): $ 4742.00 Scope of Work (please provide detailed information): Fire alarm system modifications and additions for City of Seattle POD installations in SDC 42-02. 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: og uNw Mwn mnro Mark Kushino ".oM ."-`""`° '"`nt Signature: Dale NIS 0,09Os,..0,." Date: 3/27/15 Mark Kushino 425/522-1226 Print Name: Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION I5I2Lr0 des 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.: 1023049082 Site Address: 3355 120th St Suite Number: Floor: 2 Tenant Name: Sabey Intergate East New Tenant? ❑ - Yes ® - No Property Owner's Name: Mailing Address: Sabey 3355 S 120th PI CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Tukwila City WA 98168 State Zip Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 3355 120th PI Tukwila WA 98168 City State Zip E-mail Address: markk@fire-chief.com Fax Number: 425/562-6662 Contractor's City of Tukwila Business License number: BUS -0993726 Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ 5567.00 Scope of Work (please provide detailed information): Fire alarm system modifications and additions for new offices at SDC -42. 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: i Mark Kushino Dale 201.1090931.07-0700. Date: 3/27/15 Mark Kushino 425/522-1226 Print Name: Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE I)EPARTMI,NT 444 Andover Park Bast 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,: 1023049082 Site Address: 3355 S 120th PI Suite Number:, Floor: 2 Tenant Name: Sabey Property Owner's Name: Sabey Corporation New Tenant? ❑ - Yes ❑ - No Mailing Address: 12201 Tukwila Intl Blvd CONTACT PERSON -if there are questions about the submittal. Name: Mike Irish Seattle WA 98168 City State Zip Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA 98050 City State Zip E-mail Address: mikeereliancef re.com Fax Number: 206-682-6744 Total number of new/relocated devices or sprinkler heads: 3 Valuation of Project (contractor's bid price): $ 1440 Scope of Work (please provide detailed information): Add/ relocate heads for new plastic pod. 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 offline, 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 AUTI•IORIZED AGENT: Signature: — Date: 08-03-14 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doe 1/2/13 '11F13 FP Form 8 SITE LOCATION Job#14-1650 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.: 1023049082 Site Address: 3355 S. 120th PI Suite Number: Floor: Terra Power -SDC 42-02 Tenant Name: New Tenant? ❑ - Yes ® - No Property Owner's Name: Sabey Construction Mailing Address: 12201 Tukwila Int'l Bldg 4th fl Seattle WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PI NE Redmond WA 98052 markk@fire-chief.com City State Zip E-mail Address: Fax Number: 425/562-6662 Total number of new/relocated devices or sprinlder heads: 8 Valuation of Project (contractor's bid price): $ 5281.00 Scope of Work (please provide detailed information): Build out (2) PODS for Terra Power and (1) POD for IGATE. 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 OWWRI ED AGENT: Signature: Print Name: Mark Kushino Plan Permit App.doc Date: WI I 14 Day Telephone: 425/522-1226 1/2/13 TFD FP Form 8 SITE LOCATION Job#14-1040 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.: 1023049082 Site Address: 3355 S. 120th P1 Suite Number: Floor: Etsy-Sabey Data Center 42-02 Tenant Name: New Tenant? ❑ - Yes ®- No Property Owner's Name: Sabey Construction Mailing Address: 12201 Tukwila Int'l Bldg 4th fl Seattle WA 98168 CONTACT PERSON -if there are questions about the submittal. Name: Mark KushinoDay Telephone: 425/522-1226 City State Zip Company Name: Fire Chief Equipment Mailing Address: 7661 159th PINE Redmond WA 98052 markk@fire-chief.com City State Zip E-mail Address: Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 5 kl Valuation of Project (contractor's bid price): $ 4340.00 Scope of Work (please provide detailed information): 1) Build out 1 POD/2 rows of server racks for tenant. 2) Add and/or relocate fire alarm devices to suite the POD installation. 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 O / ER O ' AUT Z D. GENT: Signature: Print Name: Mark Kushino Plan Permit App.doc Date: 3 /251i" 1 Day Telephone: 425/522-1226 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049082 3355 S 120th P1 Site Address: Suite Number: Floor: Tenant Name: Sabey Corporation New Tenant? ❑ - Yes IN - No Sabey Corporation Property Owner's Name: Mailing Address: 12201 Tukwila International Blvd Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PINE Redmond WA 98052 City State Zip E-mail Address: markk@fire-chief.com Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 2 3873.00 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Add fire detection and control for new secure entry man traps. 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 O. ER' R T : I RIZED AGENT: Signature:// / Print Name: Mark Kushino Plan Permit App.doc Date: .3/I 7 Day Telephone: 425/522-1226 1/2/13 TFD FP Form 8 SITE LOCATION CLTY OF TUKWILA FIRE DEPARTMENT 444 Andover Park last Tukwila, WA 98188 206-575-4407 Date application accepted: PAID FEB2 014 TUKWILA FIRE 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.: 1023049082 Site Address: 3355 S 120th PI Suite Number: Floor: 1 Tenant Name: Sabey Property Owner's Name: Sabey Corporation Mailing Address: 12201 Tukwila Intl Blvd 4th FL CONTACT PERSON -if there are questions about the submittal. New Tenant? ❑ - Ycs ❑ - No Seattle City WA 98168 State Zip Name: Mike Irish Day Telephone: 206-682-6636 Company Name: Reliance Fire Protection Mailing Address: PO Box 428 Preston WA 98050 City State Zip E-mail Address: mike@reliancefire.com Fax Number: 206-682-6744 Total number of new/relocated devices or sprinkler heads: 2 Valuation of Project (contractor's bid price): $ 800 Scope of Work (please provide detailed information): Add 2 heads into new man traps. 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: 02-24-14 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doe 1/2/I3 TPD 171' Dorsi 8 SITE LOCATION Site Address: CITY OF TUKWILA FIRE ll)EPARTMIENT 444 Andover Park last 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** 3355 S 120th PI PAID #►6b FEB 25 2014 RTUKWILAF E King Co. Assessor's Tax No.: 1023049082 Tenant Name: Sabey Suite Number:. Property Owner's Name: Sabey Corporation Mailing Address: Floor:_ 2 New Tenant? ❑ - Yes 0 - No 12201 Tukwila Intl Blvd 4th FL Seattle City WA 98168 State zip CONTACT PERSON -if there are questions about the submittal. Name: Mike Irish Day Telephone: 206-682-6636 Company Name: Mailing Address: E-mail Address: Reliance Fire Protection PO Box 428 Preston WA 98050 City State Zip mike@reliancefire.com Fax Number: 206-682-6744 Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ 800 Scope of Work (please provide detailed information): Relocate 2 heads and add 2 heads for new plastic pod walls. 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 TI -IE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTI•IORIZED AGENT: Signature: _` Date: 02-24-14 Print Name: Mike Irish Day Telephone: 206-682-6636 Plan Permit App.doc 1/2/13 'I'M FP Form 8 AM n SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: PAc_IsD DECC17 -013 TUNER iTR E 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: rn.6 5 5 S S. t 2-04''"' t Ct,C,,Q. Suite Number: Floor: 2`"%( Tenant Name: P1'D Vl C - A tL 7.)0. avi k-tA✓ New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 7)a - l_ ► 1 I{ Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: AS fOrt i ""irn Day Telephone: Z0 (,(- a 3 - 2 -33 Company Name: me v- Y'\< *y- t^ Co '\`axv, ) ` ( L Mailing Address: 500 'r_el ✓ !v Q Y'%U ,Q City State Zip E-mail Address: CXSh e c 1(Y1 C k 1 r S . C.ipm Fax Number: J A 60 CO - Q 1ci ± Pe Le-Gpou (I) Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ (f'(7 (7 c- Scope of Work (please provide detailed information):. tr\ d (i OkMtA r a_ -t _ t_Q ( C1) c 1 r12J ° •R 00 r 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 AUTHORIZED AGENT: : Signature/ `, AV) As Y Print Name: \vim Day Telephone: Plan Permit App.doc Date: \k-4 1/2/13 TFD FP Form 8 SITE LOCATION Job# 13-5090 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: PAID SEP R2013 TUKWILA FIRE FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 3355 S 120th St. King Co. Assessor's Tax No.: Site Address: Suite Number: TK -5 Floor: Tenant Name: Microsoft-Sabey Data Center New Tenant? ❑ - Yes (g - No Property Owner's Name: Microsoft Mailing Address: 3355 S 120th S. Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Company Name: Fire Chief Equipment Mailing Address: E-mail Address: markk@fire-chief.com Total number of new/relocated devices or sprinkler heads: 2 Valuation of Project (contractor's bid price): $ 1649.00 Scope of Work (please provide detailed information): Modify Vesda detection for new server curtains. 7661 159th PI NE Day Telephone: 425/522-1226 Redmond City WA 98052 State Zip Fax Number: 425/562-6662 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 O7r7NER OR A ' : I ' ZED AGENT: Signature: Print Name: Mark Kushino Day Telephone: Date: 9/30/13 425/522-1226 Plan Permit App.doc 1/2/13 TFD FP Form 8 ifFESEN SITE LOCATION 13-1500 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.: 3355 S. 120th Pl. 2 Site Address: Suite Number: Floor: Tenant Name: Sabey Data Center 42-01 Akamai New Tenant? ❑ - Yes [3d - No Property Owner's Name: Sabey Corporation Mailing Address: 3355 S. 120th Pl. Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Day Telephone: 425/522-1226 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PINE Redmond WA 98052 City State Zip E-mail Address: markk@fire-chief.com Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 3 Valuation of Project (contractor's bid price): $ 5080.00 Scope of Work (please provide detailed information): Add one POD#4 to new SDC -42, floor 2, assuming installation of a full POD to match existing. 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 0 NER R AU i . O ZED AGENT: Signature:. / 1/14. Print Name: Mark Kushino Plan Permit App.doc Date: 9/413 Day Telephone: 425/522-1226 1/2/13 TFD FP Form 8 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 LOCATION Site Address: 3 3.55. $ !# - D t FL Tenant Name: AY_JLt.Q r Property Owner's Name: 2,C, s {To re. -9 -le PA King Co. Assessor's Tax No.: /0 d L/ e On, Suite Number: Floor: 2 New Tenant`? ❑ - Yes,- No Mailing Address: 1 #2co 1 --tc. zW;I" l itTL Liv ./ SG...• -T )e City State Zip CONTACT PERSON -if there are questions about the submittal. U1. Name: /1'1,1.e . -r t S 1 Day Telephone: (4 _ y% -) 'iDJ' Company Name: 12e.liotetc.e VC 07- Mailing r Mailing Address: ,P/ 13c31C 41..1e E-mail Address:IttlXe »1, Ar e e .g.re.• Go Pt" rt_ 57 -in" L))f q261s City State Zip Fax Number: x.06 — 6 7- 074/41 Valuation of Project (contractor's bid price): $ r 0 Scope of Work (please provide detailed information): Atau let tom.. t 5 ti) Pct., ce;1: ny 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: ci Q_ Signature: Print Name: ' Plan Permit App.doc 5/14/10 Date: 17- l3 Day Telephone: 1j) S' 444'7 -1i 6r TFD FP Form 8 443istiLw144 SITE LOCATION SE -3 #13-5280 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** 1023049082 King Co. Assessor's Tax No.: Site Address: 3355 120th Ave SE Suite Number: Floor: Tenant Name: Savvis SE -3 New Tenant? ❑ - Yes © - No Property Owner's Name: Savvis Communications Corp Mailing Address: PO Box 11600 Monroe LA 71211 CONTACT PERSON -if there are questions about the submittal. Name: Matt Stewart City State Zip Day Telephone: 425/522-1224 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PINE Redmond WA 98052 matts@fire-chief.com City State Zip E-mail Address: Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 1979.00 Scope of Work (please provide detailed information): Provide addressble relay for new door release. 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 AUT 0 ' ZED AG NT: Signature: ' Date: 6/19/13 Print Name: Matt StewartDay Telephone: 425/522-1224 Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 3 SS y. 10•• pi 47U Tenant Name: / b•Cy6or P. Property Owner's Name: J L o (P• King Co. Assessor's Tax No.: 14 3 o y f O P2( Suite Number: Floor: New Tenant? ❑ - Yes - No Mailing Address: 'aa 01 1LJ(L /& a,trL 111'1 'l(Ca>r/c City CONTACT PERSON -if there are questions about the submittal. f)4k Name: Company Name: e) it rtc.c, (o i -7 i pv% State Zip Day Telephone: " f — Mailing Address: Po 131oe 7 4, d p Q -0h City State Zip E-mail Address:fili xe- rel . Go)i Fax Number: .21)6 - 3a- L7 1y 141 9d'O s o Valuation of Project (contractor's bid price): $ q 0 Scope of Work (please provide detailed information): 12/61i.a. e, V J/;fly bt d ci II/Le el rs- 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,f or 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: '1 -) 7-42- Print Name: /4'1 t .2. /', .5 L Day Telephone: ) D 6 ` 647)-- &436 Plan Permit App.doc 5/14/10 TFD FP Form 8 4641&1411% Atfl‘ SITE LOCATION ,g 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 .3 OH mesa: Site Address: 33SS 5 11621- P1 Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes Nr- No / Property Owner's Name: tJ2C, [, DDYrofA- . i oh ( 1q 301i Mailing Address: / D ! -1--1.011A. tern b I v Z Ceet. m4- w - gal le City State Zip CONTACT PERSON-if there are questions about the submittal. Name: /w- 4 i k Z Day Telephone: L 6" C 82 O 3 Company Name: gG ) ! Art G.e Fief- 4it) r e GTi p'-. Mailing Address: -PO Box 'l,2 8 p ,rp 1")4 4P5 City State,Zip E-mail Address: -/ - t %'e (f dtV- ►j. COP Fax Number: o 04 63 2- i LI'-/ Valuation of Project (contractor's bid price): $ DD Scope of Work (please provide detailed information): 4 l / / fie, 1-0 - / 4 L) L,J44,1/ y . 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: a - Plan Permit App.doc Date: A—d'--11.. Day Telephone: 115 -' d K — %''i ad 5/14/10 TFD FP Form 8 1H 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.: f() a- 0--1 -14, d Site Address: 3 3 5 5 S tab f j L Suite Number: Floor: I T/3 Tenant Name: Sag. VVI 5 New Tenant? ❑ - Yes 0- No Property Owner's Name: . al e y Corp L, k Mailing Address: I . D 1 I✓wr lam. I/►UL bhv J CONTACT PERSON -if there are questions about the submittal. Name: %4 Ike Ir7Sh Day Telephone: 406-6 je2-6 C3L Company Name: Rhe 110-.1 Le 4C, re_ p ro -reC -: ah P Mailing Address: &D c lar pees rpti IAIk (tb5"0 City State Zip E-mail Address: ill i Ke. k) re I %u...c e.4',r,_ . Gomel Fax Number: oZ O C -- 6 a .--6-7,01 <PAs7At. City ii)4 alit id State Zip Valuation of Project (contractor's bid price): $ I,. /OD Scope of Work (please provide detailed information): ke Io-. 4— x.11 hews d4 C 1-4 nc. 11 5 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: G • Date: L —40) 6-1-4 Print Name: /I4I Z lI s% Plan Permit App.doc Day Telephone: b— 6 2.i -- 64 3 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 1 King Co. Assessor's Tax No.: 1 b a3 0L-14108.1 Site Address: 35.5"S /a.02 -'s P ` Suite Number: Floor: 02 Tenant Name: SG- 6 t y S D - 1. New Tenant? ❑ - Yes x_ No Property Owner's Name: 50,1,e CA r ro Mailing Address: I l e. 1 1-10.0.,:i 1,L l'I'T L L kr 3 CONTACT PERSON -if there are questions about the submittal. Name: /11 k c• 51-. Day Telephone: Dot- 63)- b 43 1. Company Name: e );a Y _.e : r t P b— Mailing Address: Pt 13 ox 5r -P-1 ItoA 7av5 City State Zip E-mail Address: Mixt. 6 re . Gopcv Fax Number: D..DL'6 67'444 SGS-y- z City 4311.3 State Zip Valuation of Project (contractor's bid price): $ 3/P40 Scope of Work (please provide detailed information): .4 J i J Re l o reke H-1 S tv £c... ! re it S - Ot. ! S -r) rot ( . 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: / "L Date: 5-D1-2)- Print .a1-2)-- Print Name: ICKC 'Tr15 Plan Permit App.doc Day Telephone: 1:06- t$,2 •--b 63 G 5/14/10 TFD FP Form 8 SITE LOCATION Site Address: Tenant Name: 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** 3355 S )26714 ft a%E4 DKRA 4.601.6c Property Owner's Name: King Co. Assessor's Tax No.: Suite Number: Floor: I New Tenant? ❑ - Yes KI - No Mailing Address: ' S 6 S 12 0TH 10 L "fll k0)1,A l\ 0kGt City State Zip CONTACT PERSON -if there are questions about the submittal. Name: €db V 601/4-1- Day Telephone: 2-06 9 3b - 5661 Company Name: Cit cy1[F' c- 6.0 QMC►.sT Mailing Address: Qb ()6X. (a61 '1t073 City State Zip E-mail Address: Qa0 3V l F( . Fax Fax Number: 1-0LS -S(,) 6661 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Np(.) 11,30 EL) 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: 11Rl- slew R i Day Telephone: Date: 1425 - t ') - OLI 5 ci Plan Permit App.doc 5/14/10 TFD FP Form 8 tlatrif 4 tr7 AWIZERAN 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: 3 3 Ss s• 12 0 tt f 119 6e Tenant Name: -54 1/ i/ j S Property Owner's Name: King Co. Assessor's Tax No.: Suite Number: ---- Floor: 3 New Tenant? jg - Yes ❑ - No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ,J M it0c/t/G;n/ Day Telephone: 206-Z76 - / Company Name: %2 2 L r /9-4✓C t? Mailing Address: P O A0)( 12.f E-mail Address: :TI‘Al a I e 1 i/0e f- • cein PACS TO", City State Zip Fax Number: 206 -68'Z- 671y Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): A0,9 Add Q lit. pc -4-7e ,4 ews 73 s Gr! % NOV w/ MS 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: (i/Y1 Plan Permit App.doc Day Telephone: Date: 7-7- l( Z9 G- Z 7 -ff r 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center Suite 4203 3355 S 120th PI Permit No.: 18-S-195 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 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Sabey SDC 4203 3355 S 120th PI 18-S-218 December 4, 2018 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, 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: King County Data Center 3355 S 120th PI Permit No.: 09-S-002 Date: January 8, 2009 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 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • These conditions apply to any 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: Sabey Data Center 2' Floor Corridor 3355 S 120th PI Permit No.: 10-S-124 Date: June 22, 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 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: Sabey Data Center 3355 S 120 PI Permit No.: 09-S-204 Date: December 8, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess 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. 4+ FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Softlayer 3355 S 120 PI Permit No.: 10-S-012 Date: January 22, 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'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • 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: Softlayer Data Center 3355 S 120th PI Permit No.: 09-S-152 Date: September 30, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • 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: Softlayer 3355 S 120 PI Permit No.: 09-S-160 Date: October 19, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2' inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • 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: Softlayer 3355 S. 120 PI Permit No.: 10-S-027 Date: February 11, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess 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: Seattle Childrens 3355 S 120th PI Suite 120 Permit No.: 18-S-167 Date: August 31, 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 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. • 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center Suite 4203 3355 S 120th PI Permit No.: 18-S-094 Date: May 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 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Internap 3355 S 120th PI Permit No.: 17-S-198 Date: October 23, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Comply with all three comments on BCE plan review letter dated December 27th 2016. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey 3355 S 120th PI Permit No.: 16-S-178 Date: September 1, 2016 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. • 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, 2013 Edition. 1 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey 3355 S 120th PI Permit No.: 15-S-087 Date: May 20, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. t • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. si FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center 3355 S 120th PI Permit No.: 14-S-036 Date: February 27, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center 3355 S 120th PI Permit No.: 14-S-0 53 Date: February 27, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum. spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/ 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Akamai 3355 S 120 PI Permit No.: 13-S-162 Date: July 15, 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 % 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: Sabey Data Center 3355 S 120th PI Permit No.: 13-S-177 Date: July 31, 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 '/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, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Providence 3355 S 120 PI Permit No.: 13-S-302 Date: December 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 direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Savvis Data Center 3355 S 120 PI Permit No.: 12-S-170 Date: August 1, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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 7-05, 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. • 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: SAVVIS 3355 S 120 PI Permit No.: 11-S-157 Date: July 19, 2011 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 directon 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). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any 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: Sabey SDC -42 3355 S 120th PI Permit No.: 12-S-110 Date: May 23, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • 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. Plan Review t' A[fih/atedf!W Josh Johnson Sabey Construction, Inc. 12201 Tukwila Int. Blvd. Tukwila, WA 98168 Josh)@sabey.com Index/Record: 78811.33-07 Account: 23-33578 Project Name: SDC -42 Phase I Subject: Review of SDC -42 Data Sabey Corporation 3355 South 120th Place. Tukwila, WA 98168 Affiliated FM Insurance Company Key Center; 601. —108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: (1)425 455 5333 F: (1) 425 454 7847 www.affiliatedfm.com Date of Review: April 19, 2011 Center Sprinkler System (update) Plans Submitted By: Robert Vogt, Fire Chief Equipment Dear Mr. Leonard: This confirms the receipt and review of plans for the subject location. Updated items below are in bold text. The submittal consists of the following items: • Hydraulic calculations for sprinkler zones 2-10 and 2-16 • Fire protection plans FP1 through 4, which also contain seismic bracing calculations • Fire Alarm drawings (16 pages) Summary: This project involves building out currently vacant space for data center tenants on the second floor. The existing preaction sprinkler system will be moved below a new suspended ceiling for a new data center area. The data center space will be protected by a preaction system designed for 0.15 / 1950 gpm with a 250 gpm hose allowance, using SR pendant K-14 EC heads. The plenum above will be protected by a dry system designed for 0.15 / 1950 gpm with a 250 gpm hose allowance, using SR upright K-14 EC heads. Hydraulic calculations for the dry system were done for galvanized sprinkler pipe. However, plans do not indicate what type of piping will be used. Fire detection for the double -interlocked preaction system will be provided by heat detectors. Heat detectors will be provided in the data center areas, offices and Affiliated FM Insurance Company (Affiliated FM) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. Affiliated FM undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of Affiliated FM is limited to that contained in its insurance policies. 7281d SEA (Rev. 01-01-2011) Review of SDC -42 Data Center Sprinkler System (update) 78811.33-07 April 19, 2011 Page 2 of 3 17i?IiatddFjf mechanical areas. Smoke detectors will be installed in the UPS room Liebert units. The second floor offices, corridor and HVAC plant will be protected by a preaction sprinkler system. VESDA will monitor return air from the data center suites into the plenum above. The above is our understanding based on this submittal. If any of the above is inaccurate, please advise. The proposal is acceptable with the following recommendations. Recommendations: 1. All equipment should be FM Approved where available. 2. Submit the heat detector and VESDA data sheets. 3. Detector spacing should be in accordance with the manufacturer specifications, its Approval Guide listing and FM Global Property Loss Prevention Data Sheet 5- 48, Automatic Fire Detection, Section 2.2.2.3.2. 4. Confirm that the dry -pipe sprinkler piping will be galvanized. Hydraulic calculations use a coefficient of C = 120. If piping will not be galvanized, submit updated hydraulic calculations. 5. Install sprinkler seismic bracing in accordance with FM Global Property Loss Prevention Data Sheet 2-8, Earthquake Protection for Water -Based Fire Protection Systems. 6. Acceptance of the installation will be determined by field evaluation and receipt of the FM Global's Contractor's Hydraulic Analysis Certificate for Automatic Sprinkler Systems. Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using this system and taking the precautions it requires prevents hot work fires. Affiliated FM Insurance Company (Affiliated FM) has developed this, report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. Affiliated FM undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of Affiliated FM is limited to that contained in its insurance policies. 7281d SEA (Rev. 01-01-2011) Review of SDC -42 Data Center Sprinkler System (update) 78811.33-07 April 19, 2011 Page 3 of 3 AIM • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shut downs of automatic fire protection. It will provide a quick review of precautions needed during fire protection impairments and will also provide a follow- up to assure full protection is restored as soon as possible. • Ensure that automatic sprinkler protection is in service prior to introducing combustibles inside of buildings. General Remarks Online training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history, and proper usage of the permits. As part of the bid, all contractors should be required to take the two courses. For more information and to sign up, please visit https://affiliatedfintraining.skillport.com. Yodmay now download the FM Global Property Loss Prevention Data Sheets, free of charge at http://www.fmglobaldatasheets.com. Anyone with Internet access can register on the site and download our data sheets. We are retaining the submittal for our files. If there are any questions please feel free to contact us via phone at 425-455-5333 or by email. Sincerely, Pe -16 /449ege Sr. Consultant Engineer, P.E. FM Global - Seattle Office 601 - 108th Ave. NE, Suite 1400 Bellevue, WA 98004 Mobile: 253-839-9168 jeff.angell@fmglobal.com Distribution: em: Josh Johnson, Sabey Construction, Inc., JoshJ@sabey.com John Sasser, Sabey, johnsas@sabey.com Richard Aasland, FM Global Cindy Frank, FM Global Jeannie Lurton, FM Global cc: FC with submittal Affiliated FM Insurance Company (Affiliated FM) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. Affiliated FM undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of Affiliated FM is limited to that contained in its insurance policies. 728 I d SEA (Rev. 01-01-2011) FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: SDC 42 Phase 1 3355 S 120 PI Permit No.: 11-S-088 Date: January 3, 2011 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 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 7-05, 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: Sabey Data Center 3355 S. 120th PI Permit No.: 11-S-026 Date: January 31, 2011 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 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 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 any 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: Providence Phase 2 3355 S 120 PI Permit No.: 10-S-272 Date: December 15, 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 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: Sabey Data Center 3355 S 120th PI Permit No.: 10-S-242 Date: November 3, 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 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). t • 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 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 any 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: Intergate East 3355 S 120th PI Permit No.: 10-S-191 Date: September 3, 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 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 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess 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. Plan Rovio\Iv Mr. John Sasser, Operations Manager Sabey Corporation 12201 Tukwila International Blvd. Tukwila, WA 98168 johnsas@sabey.com Index/Record: 78811.33-07 Account: 23-33578 Project Name: Internap -- Phase III FSI 175 YEARS Factory Mutual Insurance Company Key Center, 601 — 108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: 425 455-5333 F: 425 454-7847 www.fmglobal.com Date of Review: April 29, 2010 Subject: Review of Fire Sprinkler Drawings and Specifications Sabey Corporation 3355 South 120th Place Tukwila, WA 98168 Plans Submitted By: Jeff Angell Dear Mr. Sasser: This confirms the receipt and review of plans for the subject location. The submittal consists of the following items: Fire Sprinkler Drawings 1 & 2, Hydraulic and Seismic Bracing Calculations and Equipment Submittal. Summary: The Internap — Phase III tenant expansion project includes a 17,928 sq. ft. expansion of the third floor data center, new rooftop cooling units and 7,864 sq. ft. of new switchgear, UPS and generator rooms on the first floor. All new areas will be protected by preaction sprinkler systems by replacing the single interlock systems with new Tyco DV -5 double interlock preaction systems. Sprinkler components and heads will be FM Approved. Sprinkler pipe will be schedule 40 or 10 ductile iron. Fire protection in each area will be as follows: • Generator room 152: upright SR K-8 (TY4151) 286°F heads on 100 ft2 spacing, designed for 0.40 / 2500 (total room area is 2,500 ft2) and 500 gpm hose. • UPS room 154: upright SR K-5.6 (TY3161) 155°F heads on 100 ft2 spacing, designed for 0.20 / 1950 and 250 gpm hose. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a Sea (Rev. 4-13-2010) Subject: Fire Sprinkler Drawings and Specifications Index: 78811.33-07 Date: April 29, 2010 Page 2 of 4 • Switchgear room 153: using existing branchlines and relocating the pendant SR K-5.6 (TY3251) 155°F heads on 100 ft2 spacing. FT5441 175 YEARS • Switchgear room 155: using existing heads and adding a branchline along the south wall; heads will be upright SR K-5.6 (TY3151) 155°F type on 100 ft2 spacing. • Data center third floor: pendent QR K-14 (TY6137) 155°F heads on 400 ft2 spacing, designed for 0.15 / 1950 and 250 gpm hose. The above is our understanding, based on this (and prior) submittals. If any of the above is inaccurate, please advise. The proposal needs revision before it can be considered acceptable. Recommendations: 1. Use pendant TY6237 type heads over the data center. Plans list type TY6137, which is an upright head. 2. Conduct a flow test to confirm available water supply. Historical data shows a lower supply than what was used for hydraulic calculations. 3. Provide calculations showing that the preaction sprinkler systems can reach the required full -system operating pressure at the most remote sprinkler within 60 seconds. 4. Install flushing connections at the end of cross mains on all sprinkler systems in the remodel area. The diameter of the flushing connection can be minimum 1.25 in. up to a maximum of 2 in. 5. Resubmit seismic bracing calculations using the correct schedule of pipe. Plans indicate new main pipe will be schedule 10 (some calculations use schedule 7) and schedule 40 for new line pipe (some calculations use schedule 7). 6. Provide the following seismic bracing over the data center: a. Lateral seismic brace within 6 ft. of the south end of the west main and every 40 ft. along the main (two additional braces) b. Longitudinal brace within 40 ft. of the south end of the west main and every 80 ft. along the main (at least one additional brace) Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject: Fire Sprinkler Drawings and Specifications Index: 78811.33-07 Date: April 29, 2010 Page 3 of 4 c. Longitudinal brace within 80 ft. of the longitudinal brace on the north end of the east main. Flpyia41 175 YEARS 7. Install any missing or inadequate seismic bracing on existing sprinkler mains in the renovation areas in accordance with FM Global Loss Prevention Data Sheet 2-8, Earthquake Protection For Water -Based Fire Protection Systems. Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using this system and taking the precautions it requires prevents hot work fires. • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shut downs of automatic fire protection. It will provide a quick review of precautions needed during fire protection impairments and will also provide a follow- up to assure full protection is restored as soon as possible. • Ensure that automatic sprinkler protection is in service prior to introducing combustibles inside of buildings. General Remarks Online training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history, and proper usage of the permits. As part of the bid, all contractors should be required to take the two courses. For more information and to sign up, please visit http://training.fmglobal.com. You may now download our Property Loss Prevention Data Sheets, free of charge at www.fmglobaldatasheets.com. Anyone with Internet access can register on the site and download our data sheets. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject: Fire Sprinkler Drawings and Specifications Index: 78811.33-07 Date: April 29, 2010 Page 4 of 4 We are retaining the submittal for our files. If there are any questions please feel free to contact me via phone at 253-839-9168 or by email. Sincerely, 94 Aria Sr. Consultant Engineer, P.E. FM Global - Seattle Office 601 - 108th Ave. NE, Suite 1400 Bellevue, WA 98004 Mobile: 253-839-9168 jeff.angell@fmglobal.com Distribution: em: Richard Aasland, FM Global, richard.aasland@fmglobal.com Cindy Frank, FM Global, cynthia.frank@fmglobal.com Jeannie Lurton, FM Global, jeannie.lurton@fmglobal.com Plan Review E -files cc: FC with submittal LE Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Internap Phase 3 3355 S 120th PI Permit No.: 10-S-078 Date: May 13, 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 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). • r ,r • 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 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 any 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: !ovation 3355 S 120th PI Permit No.: 17-S-155 Date: August 30, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • 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'/z 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center SDC -52 3355 S 120th PI Permit No.: 15-S-069 Date: April 29, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, 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, 2013 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 / Project( ft 441 0/ : t '"1 Type Inspection: Type F7114 Address: f Contact Person: ___, Suite #: 33 S c 5e— Special Instructions: •Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: (I . 4 ‘V( Aap,revr8 froit o F -D eri#7-1---sir-i- 1,./,,.._f g !S s a ,n, bit end 014-- ,a, Mmeitr, ,/Z3 4S%GYv ✓ eatO G / GGS ArZso, Gate( 4,11 ✓a!✓eS ,qr•rA i,.iAt (.41 --leis At.envfES w/ i?-is ti- /iN`D /%seg-tprko+J - /2►Sems 77 BE .9 -60,e -DA GGotia-ki Permits: Occupancy Type: /3 Needs Shift Inspection: Sprinklers: (I Date: 11 -Alt 5 Fire Alarm: y Hood & Duct: Monitor: 6099.02A-,-) Pre -Fire: Permits: Occupancy Type: /3 Inspector: by? <j*- Date: 11 -Alt 5 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 V INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ai( rr Sprinklers: Lf Type of Inspection: /ii L ce-v,„..7.- Address:Contact Suite #: ., S % r(_ Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7-0 C v -e-✓ Needs Shift Inspection: Sprinklers: Lf > l,/ Fire Alarm: Hood & Duct: Monitor: GJ Pre -Fire: Permits: (( Occupancy Type: l' Inspector: w` > l,/ Date: feZ /Z(cn 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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit d2,01 IS-- S- 110-1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Q Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Address: Suite #: `j_3 5 , 1 -2,,--h-. t- Contact Person: Special Instructions: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector j/i4c.:2 Date: to/ern & Hrs.: / r 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 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ly1Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- X-6664 Q ', C` kms. C Prlil F61- i Needs Shift Inspection: Sprinklers: Type of Inspection: Project: Address:Contact Suite #: =33,SS' , i `2A Person: Special Instructions: Phone No.: ly1Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- X-6664 Q ', C` kms. C Prlil F61- i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: iy L. 53 Date: '/Z 7/// Hrs.: 1 (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 INSPECTIN NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:fir Type of Inspection: Sprinklers: 1 Suitejot eu#: #: 3c..._c___ 5iOt /I/ Contact Person: ,1 n/ rrillA Special Instructions:Cw""" be jotct; Phone No.: 44e,.. pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Insp ction: ( Sprinklers: 1 Fire Alarm: Hrs.: Hood & Duct: Monitor: 44e,.. Permits: Occupancy Type: /5 Inspector: / 4 Date: t ZS / Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn : Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i t INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /7)/1 cAroson- 77cc 6--. Type of Inspection: _ 10 7,--1- i -g_____ Address:.. 2_,.K Contact Person: _ vt a --).7 Suite #: 55-' S_ % Special Instructions: Hood & Duct Phone No.: 15—cl- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: 1 Date: '7 /q /(fi Sprinklers: / Fire Alarm:( Hood & Duct -Th Monitor: t 19 Pre -Fire: Permits: Occupancy Type: 0(/1,f 2t ('_€4,1.47 Inspector: AA crfl Date: '7 /q /(fi Hrs.: / "---J $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 12 INSPECTION RECORD"- Retain ECORDRetain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: '"e,'j Type of Inspection: Fire Alarm: 'Y, Address: Suite #: ► i, 126*pl.__ .( Contact Person: Ai Special Instructions: Permits: Phone No.: may,. %-•v Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ft ikr 4-1,04-Awt 6,\f4-1 .0v/PczeveD Needs Shift Inspection: A)ee,,S Sprinklers: '"e,'j Date:Mh Fire Alarm: 'Y, Hood & Duct:xe, Monitor: 64/S l ,/ r.l Pre -Fire: /U Permits: Occupancy Type: i\pl may,. %-•v Inspector: SC.I,,- Date:Mh Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an in ice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 V i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7--F-c PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type ,1''!3e'] gLO 4--D Ti'-u f -7,-u' Dee" to - ft/4"n_ cz_es6- Date: 4V2,..5//Hrs.: /4 of Inspection: F(4— SI/Ai e- / 1 vt-t-E` 5 f - vis "-- n5 LAI/ ca Ae2 `I it191D C.e r'Z7-- c &- -z m, irk vie- j2 -m' s .7---,_0_07)6K.72, e/,4-rt-ve--- Address:,Contact 5. /2011-N- pi___ t-4Al_4-7,/,Pl i) s 7a cope:Fs/24.A f.it.7 fat j -s /4,0,156-z_ mit, Person: m /f't'I—S 6---1 Suite #: Special Instructions: Phone No.: Approved per applicable codes. corrections required prior to approval. COMMENTS: 4--D Ti'-u f -7,-u' Dee" to - ft/4"n_ cz_es6- Date: 4V2,..5//Hrs.: /4 - '91)0 F%i 6- 7 mom % i.s SI/Ai e- / 1 vt-t-E` 5 f - vis "-- n5 LAI/ ca Ae2 `I it191D C.e r'Z7-- c &- -z m, irk vie- j2 -m' s .7---,_0_07)6K.72, St %-OD C k- , &-- Syz- . ¢ /Il .) -z t r27 St.p./L ,9 -LL i i 'tc-r / r74,/ 'T qoD ' "$S/".iG?r PvL - c -7-7,-7-7o)"5 /tJJ7D D5 PE--lanA<f t-4Al_4-7,/,Pl i) s 7a cope:Fs/24.A f.it.7 fat j -s /4,0,156-z_ mit, .,A -r,. r f L igrL @ NE' coYLNe- (4 p m 6e P S JI bevi e6S We ( rr i-) o/I- c,,ovev6' AvI-(672+ 5 As7L CCe,S 61,064 g -z. - EZ- ,'7i -i u s- vyt e -7.K Q` r-1 Sr 1J 7-7-6/2-61/ Needs Shift Inspection: A/ -Dr Sprinklers: ye --5 Date: 4V2,..5//Hrs.: /4 Fire Alarm: 4De-5 Hood & Duct: Monitor: 64,),A4- 02 4-f-1 Pre -Fire: 4./e& --10c Permits: Occupancy Type: . 1 Z Inspector: Fn,, 5-4- Date: 4V2,..5//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 3/14/14 T.F.D. Form F.P. 113 gina l INSPECTION NUMBER -INSPECTION RECORD Retain a copy with permit lry L O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: g c v 7WL-S Type of Inspection: i//i Address: Suite #: 3353— S' /2t Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i% J `- — Ass 11,71 AtrA, 0(e6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /*63 $100.00 Date: Y/44s"--- Hrs.: /_ 6--- j— $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 per . 't a r,, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: S 1 5-- (9 iI Contact Person: 3 3 S.- Suite #: Special Instructions: Or) Phone No.: 74 -1 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: sr (KfivL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A Fw. Sa- Date: 11 ,2.4 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: _DJ I. iV el- P Sprinklers: 0 Type of Inspection: S Address: ,3 3 S. s Suite #: qo ' / +'- e) Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I. /4'D f (AC -e- - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-- Date: /6//.2 Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy withermit we) —a.:PY g7-3 / / - S — 9-0-7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1 N ,r i f Sprinklers: EA Si'si' T pe of Inspection: +A. G P (f -t_ L Address: Suite #: 3355' S fa o ; Contact Person: n: Special Instructions: Phone No.: IRApproved per applicable codes. Corrections required prior to approval. COMMENTS: SP j L- — a< - c4) (— a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: %/`'lG,i,c- J- Date: / 2 —/ — /( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 0 i INSPECTION NUMBER INSPECTION RECORD`-.' l(- S —,2o 7 Retain a copy with permit P/ p gvy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: a ,, 1-)J (( AF�-e. Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: s io c3 J -Q% Pre -Fire: Address: 33 5"-'- Suite #: S lao` - Contact Person: Special Instructions: Phone No.: .74k15proved per applicable codes. Corrections required prior to approval. COMMENTS: 0� `moo Ceu-kr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,(z___ „„. 3-m Date: /6/4i (( Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ni>aroSvlre 1144 P Type of Inspection: Eke., /914444 yaj 10 - Address: 330- S 1 z )2L. Suite #: Contact Person: g414.014 Special Instructions: Phone No.: Lar— czz— J2- 3 2 I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 411 AGA; Fa41.11.3 140.y Needs Shift Inspection: Sprinklers:/ Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: p) S3 Date: 8)24.li0 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ,.,INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers:/ Hood & Duct: Type of Inspection: F»,_ 4.J4 04 ✓rim A -1 Address: 355-6-- Suite #: S 12044 PL. Contact Person: /24,x, , Special Instructions: Permits: Phone No.: y26-- 512-- — /ZSR Approved per applicable codes. Corrections required prior to approval. COMMENTS: () A149 Gaegg. crv,.tib).- Y���s JO/LG�cs Needs Shift Inspection: Sprinklers:/ Hood & Duct: Hrs.: / Fire Alarm: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f , 2 i<3 Date:z..6hc Hrs.: / At' $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /4A, c., 40¢ fink. _ r Type of Inspection: F4 f, J/4 L Address: 3355 S.Izov^ pL Suite #: Contact Person: t,,n„t7 g,,r,,e Ai ,_-:-.,,,,J et..: -c. F Special Instructions: Phone No.: ns-- 6,//-212 7 KIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: , A-E Ac./-,eL4A Art /./ .14- Z. 0 k- Monitor: Pre -Fire: Permits: Occupancy Type: -60.rr Ge.../- S i' I, a % /1-c.%i — OE mor S„pe v 41 ,.,Jo,rk — kele-si- 0 F,'/l01 o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector _ __ F=is / Date: 4 //v/,o Hrs.: /• v $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 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: Wcs� „h /n ic.rrSkJ•.' Game Of, • Type of Inspection: ...;''rt.- AMA hs4 �'Oj fJ is Address: 3355 s 12 0 44. PL Suite #: Contact Person: RR„ di 1 Special Instructions: Phone No.: Li ZS.— LiV2 --7ciy 3 V 1-e44 5eR2oibz,5,nv,,�c 5) d.'fS Approved per applicable codes. Corrections required prior to approval. COMMENTS: 45w Sprinklers:/ Date: Cf 308 R.7.4.-- ‘.1 72 i 1 ,4-14 6 V 1-e44 5eR2oibz,5,nv,,�c 5) d.'fS 46-7) ... � 400•11ka• sF;4- ",---Lid - Permits: Occupancy Type: Needs Shift Inspection: 45w Sprinklers:/ Date: Cf 308 Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 45w t( Date: Cf 308 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 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:/ ireyr,p Sprinklers: f -ks. 3 i Y Type of Inspection:, -A- ,v, Arai_ Address: 3 35-5- Suite #: 1 to 5 _ f7otr Pi -Contact Person: 20„v„ , cG , v., , / Special Instructions: - _-A-vu91.6 /e5 61c- k- Phone No.: ae_ Approved per applicable codes. x Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: `( Hood & Duct: i s 2i y 41. ok 5/ /oo✓ Permits: ants ?/v ?.-J , 7'00%' - _-A-vu91.6 /e5 61c- k- -D b ae_ -rib ok Enc. o is --- o c c,i -Syvic al - 71,,,, L- 04. ac o,..r. t vac. - S w,.,.. (Lf - 5- - p,., .s.. 4 i li:.,,,A. oc 1 -- tytote...e.. a 6o✓e. CACP -Dk_ -5 4E -Q 4 ,6_ ,QAC P -C) -a . c1 23 . Co -- 2 2,, 5 , 2 3 .R , 2 3 .. , Z 3.3 , P co -rc - Pe --v pi. K5 4Q..e.c9 s.7 K 4OorS 40 ,-,c1p , s i,‘,e_ s t f-- Goer 3,.a P ( I f kL a. X35 y Afi,m c,t, .1 4 w71, A.A (,c ew t. 53 " N Cerk a 2v..... a J chies5 w' 5c oP.2- W tC. 7/ Needs Shift Inspection: Sprinklers: Fire Alarm: `( Hood & Duct: Monitor: /0 Pre -Fire: Permits: Occupancy Type: Inspector: LN ,x,14 sm Date: A3 /10 Hrs.: /0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ‘....,INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,,,, LA^P Q t^v.,,�-2,4y Type of Inspection: �P*'.s^ k. 14 -v -4r1/4,( Address: 3355 Suite #: kta 5. / Zat`' Pt_ Contact Person: Pele_ 6v6e, x75.7 Special Instructions: Occupancy Type: Phone No.: - to4- Z7/— 2/ 3 -4 - FAApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Cortex._ 11.7,i• 4'0 P)P i o l 11'.5 pezA.4,5 Vetl /'e-1 gnj Q L A...1 7 / V/ 0 , 4+-'" ex-cPe_ e/ L.,1142.- (1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector: �� rvti sy Date: -7. l i y bo Hrs.: Z , $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pmat e `—' V\A 1.0 —030 ,b,�-mss PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ‘ y\l.,,,, A P `� Type of Inspection: Vel CEJ Sprinklers: Fire Alarm: ./ Address: 33SS Suite #: 10 S , I zo-t,N Contact Person: �e4j vt (A , 'AJA Special Instructions: a,1 . /lei lei-, .k h, .fes Phone No.: jl7S /.eJ,4-, e- Lel- f4_ . / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: Sprinklers: Fire Alarm: ./ / . 7 0c V t s-/ 1Of� off' scDPE_ o.- Monitor: 1 (teu a)1v ! 1 MtA-5 A4.4/.. E' Ir.' 1.µw` aotc. 1 1,...0 i Pre -Fire: v_ J!/!/ a,1 . /lei lei-, .k h, .fes 'c jl7S /.eJ,4-, e- Lel- f4_ . r% ,�.t,l t-te4 �I . 1,.'/P�114.G' tl�l 5� 5ieac — /* 5GPP — c J44/- .0 h_ U--1 74/4 /d ! — 64-- g , ,.,,1/) :.�f •� L —j ,s N`" -5Q - e<- [ otec.- , ,--t- Cvaw• cam• Jo✓ (v re„1,1 Needs Shift Inspection: Date: Sprinklers: Fire Alarm: ./ / . Hood & Duct: Monitor: 1 Pre -Fire: Permits: A Occupancy Type: Inspector:—V„),_,_j_j<7A , Date: 1 / t 3 , 0 Hrs.: / . 5— $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 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: fit ir,,,,,„.,p nG.c_ ; i `I Type of Inspection: 661A ' 01/4.9 t`LL".� i. 5-- Address: 33 Suite #: a S • IZoh. PL Contact Person: 0 f1\ 5; dok_ Special Instructions: Occupancy Type: Phone No.: 2,06_17 r- b9 % Zob - 3 sa 2-1(0i 3 Approved per applicable codes. K Corrections required prior to approval. COMMENTS: s--1 Sprinklers: Fire Alarm: i. 5-- Hood & Duct: Monitor: I cL 1 Occupancy Type: C211c_ vv.; -Vs ol-1/4. crnr Scope- cla L ---"(1(- "(1(-4,`ei i ('-eiLCL c... -...-,a 11— 11. 4 off/ I o� X7.5 j/�..0 occ av, c/ i1�/tb f-,- scAr %Z--r-v\ L., "4- 1 , `3-2, -2i''7 , 3-y,;-5 ok- - /-e c &L. -kV JL oL — 1,.yvtoi1 0lc_ _ 5Kp 515,,oL.- n — 5(A,,,•-Jowvn ok 01.- w 1 7 /(1/6 �0/e AL-) % , y" a �- , eqe).,� / 1-e-..-7 Co-r"ol'Arao Needs Shift Inspection: s--1 Sprinklers: Fire Alarm: i. 5-- Hood & Duct: Monitor: Pre -Fire: Permits: 1 Occupancy Type: Inspector: y,,0_,,__ s--1 Date: }-A3Vr d Hrs.: i. 5-- $80.00 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD 0 %°--o�� Retain a copy with permit %I o— 05% PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: i 414,64 c 126 A- L- -vIA (l '21ck vt It ex-,-/- a]-_3--(-7f3.2n Type of Inspection: n� FA- //VA -l. I�0 ep-L16o,n Address: 35-5--- Suite #: Po S . VZ -0 `"-- `f Contact Person: `LD.,•4.1 — Ri,c-CIA;4.7 Special Instructions: Phone No.: k it Gne red- %t.',/ ' - ` Approved per applicable codes. Corrections required prior to approval. COMMENTS: c 126 A- L- -vIA (l '21ck vt It ex-,-/- a]-_3--(-7f3.2n -----(- 7 f 3 —2nDb ., — to- ,d- -coy- grope ci L -00,2)c.. PLA l54- Pk or _5 o 7 w — AA"� 4,)j ,A0JA Co-,,- 1(74- Roof d Lay 5 G.a9e-- — CaA-c LA..,.. 4- '2h- °tow ak., wl s s/yam ,._ — *ewe( Z/+- a- 1/ Pod/' o/_ 4- a�� r-,9,.•c-foor Ae,lic P •• 4€.a4- / ,gel k it Gne red- %t.',/ ' - ` rke .. - '/,- . /CC ; 4t -A , uA e 5 r.r>2 rIC / !psi &t/orrk , /a 42 -cru 155 (.4 car ( G4- ✓ t. en40-1ceiby cAlt __ A A 4( Qc!'lyeS (/L4-< 3 "/ S ‘ii" c•k: /4-5 A' 5r-oP2 ali tJo'L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /11 LI ir44 Date: -771ZA0 Hrs.: -7,0 $80.00 R IN ;ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD \ to- osil Retain a copy with permit to —5 -0-44 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 14,„„,f) t✓ Sprinklers: 2,1 Li Type of Inspection: / Pre -Fire: Address: -1315-5- Suite #: i c v 5.12/9t‘-- 6) L- Contact Person: pe. O 150 rcjy Special Instructions: Phone No.: /60-2,71 _2131 - o1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: -r2' P /c- / OL w1 cuY r 1 s 1-5� e %4.�,, / 3 -ii i F' E 3 3-20 o1 cz_ 7/i 7 /o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -,::-..v , Date: -4-' 12, J to Hrs.: I. 0 N l i $80.00 REINSPE ION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance epartment. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD u /0 -F- OS 3 Retain a copy with permit 0/0- OS FILE PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type .�L..* cie i4---Y//�� lcx., / P/1 3, y of Inspection: FA- ic;441 I hike Fil-s w Address: Suite #:33 53S. /� Pi- Contact Person: yr` Si„d 4 k Special Instructions: Monitor: Phone No.: 2-o1--'f9l-0 f7:6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A -1,..1, --if Sprinklers: '( —4,4,4... F4 F gl ok —pve 4c41 . -70.-( r„►If3i.ty.- 1— So/eino 4,410... oit,,,..,,,r it Hood & Duct: Monitor: r --,-t Fr,..... 1 01< - aux,- o4,,f4= +3 4,x.4. I £h.e1Q' Permits: 71 17)Lint--). Occupancy Type: f3 Needs Shift Inspection: Y A -1,..1, --if Sprinklers: '( —4,4,4... Fire Alarm: Yi Ntq1/4 .0,,t 4,410... oit,,,..,,,r it Hood & Duct: Monitor: (fc,G.dt,c,.. Pre -Fire: Permits: Occupancy Type: f3 Inspector: A -1,..1, --if Date: l_IS /0 Hrs.: 41 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD C J b -s- c) --t 2 - osa Retain a copy with permit A0, 74, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 4.7v1± --e.4. ►ek. ap Type of Inspection: z.4 kr A ic'e.s . Address: Suite #: '33S5 S, I2.o&i1L, Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: (fa - 013 0 S .* z.4 he A‘•c• T�ft• 5'\L \) a,L..►-k ‘ -klo I 4b *()S1- 613 o -1' b eio Q t o't -so -t`1 U,\, 1 -\1 , 4 o RCC. c'] 3O `71 to 4c3 933 al 3o 'Il"? Needs Shift Inspection: N -ti Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Date: —ti --A vp Hrs.: Z Inspector: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD --INSPECTION Retain a copy with permit 25-5-10 7c,o -to PERMIT NUMBERS 3 o—CSS C CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: / A A 0.1> ;it/ Type of Inspection: rL,tej,Otoltvt& it4f kviL le._ i - Address: 33� Suite #: S . tiott,�L_ /ro Contact Person: cm "---e-FF i' r t..,0 ps'7!r1 $w�.oe s Special Instructions: / Phone No.: loCQ • 382-- 3y`/3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: fro 7/ 4a -v -k3 If S, 6 Permits: / — or i.,/ .5%14- W/ow 4 e d4_ _ ii, 5 It 4 t& ✓w\ 1 CC -,%.e..-1 R- F o (-eJe-fS o4._ 67, Z -c _ / /1-,,,.-k-‹ i-, e40/1) tit., 4,„., e /ea,1-, rCiz aCrA--- 4,11611,D op -e.... k1/4-(<--11--- (--- l Z1r4 x ... 5,0.-4_ Q Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Nj 1--b -� Date: G 3/1)/i D Hrs.: 2, s I. v I $80.00 REINSPEG ION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER `-LNSPECTION 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 ,r.....? Sprinklers: 1 eS of Inspection: k 5,..,.,::, ,�c.cr.,t c Address: Suite #: 3SS Monitor: Pre -Fire: Contact Person: S (Z0 9. y Special Instructions: Phone No.: X, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 1 eS Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 6 act k cov-tc d. vz- ;., S Caw -v-- , QC ov \ Lt uQ eo SCR-.(" ,,AC,.k.k_C 2-A Y -A. C Z 6 Y\ 7 S 4PC (`.f.a2r ct0O'N'- S— 74 cT K.DOvv• ) Needs Shift Inspection: 1.114> Sprinklers: 1 eS Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `r'e Date: G l Z5il,l7J Hrs.: ),,..,.,,) vv\tl -v $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER ...INSPECTION RECORD 516- k� Retain a copy with permit ZS "i - It Z(no—l0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �nc � Type of Inspection: �-\) - t --,"-).{a (' s� Suite #: Address: 3355 si Zb� ` Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \1`2,r� L;NAA. Needs Shift Inspection: )-1‘p4 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: vi, .MSI Date: (9' 1 W 1-p Hrs.: ` 5 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION NUMBER -INSPECTION RECORD 0c? Retain a copy with p 7 /,J0 -accifi ip-S- 07C, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Tode-r,4/0 ArPre: c aw Type of Inspection: c',(,1 -- Address: 33(( s Suite #: ) iO ;to pc... Contact Person: Pr Special Instructions: Phone No.: l— 3GD --- Z7) --Z/3"7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0"6 vcA, - 31440. sfti, r 9-j- epr„sz 04' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 496 -5 Date: C./Sitc2 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD Div- oS'8' Retain a copy with permit /O - s - a7k. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5�„y,0 Sprinklers: Hrs.: Type of Inspection: Address: 3 3,55' Suite #: /1D 5 I Zo /'A. Contact Person: Special Instructions: Permits: 54144' - Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Aida; %s1 Pre -Fire: (l4s&i, 3-11 Permits: 54144' - ?.SO 6T 2vo Ps 2. l/T6 6;, ,,6 Zso Ri56. 571900" 7; CP Psi. z_o- e,,,C_!L rd "sr Zia Needs Shift Inspection:/ Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /ry�X2j Date: G/ 57 / c Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from h City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER ..INSPECTION RECORD ' 01-t Retain a copy with permit /0—$- a - o hto-os6 �a. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,H ,sA-P G'kt6".`- 3 Type of Inspection: he,,Q•-ssvV Address: 35 s-- Suite #: i 60 , "i 1l S . / zo,, Pi Contact Person: s= PeA- a/s..t." Special Instructions: Occupancy Type: Phone No.: ,(30--2-11-2.10 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Zcj j (if-- of Monitor: lis Permits: Occupancy Type: d wF,--7r dI pin&nn. SO P4: NO0 £A -`7r` Wt&,\A.e... 5-9 f; e / /0 01-1-11(3 ,,Jefi I" gnA6 1^ g.-- so ps; nn it -pi -7_ o per. � -- Le- l�aL-4 ea( ck.Y o 1.5-34e7 r- I ,- a, " 5 p5; 1 7 5—'/ n� N 0 1De €!k Q X -e / �Ca,/1.t!X A . Y 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspects / 41,51 Date: r/Z -7.. /co Hrs.: t, o r 0 rf $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD /o-57 D-76 Retain a copy with permit ) / C7 -6 51-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Irvi.ermkp • , ' (0_ r ,.J ►."�•. Type of Inspeion: l,LJe,kot Address: 3 3S Suite #: // 0 S /D-04-601 Contact Person: Special Instructions: Permits: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: w-� OK - Inspector: 6 K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:) tea— Date:,��ayl/D Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I INSPECTION NUMBER -INSPECTION RECORD r--'' Do -07p Retain a copy with permit 1D— s— 079 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,� r.tit,,,,; J 14-7(C) 5 S'/y,l o Type of Inspection: Cocrrti Address: 335r Suite #: .5 12.0 PL, �� Contact Person: graet Special Instructions: Permits: Phone No.: �{ aG `'l `1— G 4 -5 --- Approved Approved per applicable codes. Corrections required prior to approval. COMMENTS: V ove �v Goin_ Needs Shift Inspection: 14-7(C) Sprinklers:/ S'/y,l o Fire Alarm: / Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: Inspector: 14-7(C) Date: S'/y,l o Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD'S Retain a copy with permit DOS . 22(o cs- F- 1-13S M02) - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: MNc,(0500-t '14,Gj Type of Inspection: Address: 2,'3 '7 Suite #: 1100 ? • 1� 0L/ Contact erson: MSV, C tfoYANS Special Instructions: Occupancy Type: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 ppitA I. BILL -IN (.0 4TfAr_A-M D - Sprinklers: y to L, - 05 - OIL. &opt -016) Gob() --. O1L Pre -Fire: t)ppo Ec0/MOA-QOM AINAQ019 - 0 K Occupancy Type: fWk. 6 °>a, - o 1A Exi- -• Mt) Needs Shift I spection: `f Sprinklers: y Fire Alarm: I pR Hood & Duct: 4 Monitor: N _ ,\jpr pki Pre -Fire: t)ppo Permits: Occupancy Type: Inspector: 4 U1 l 5-/Z_ Date: 113t iasj Hrs.: 4 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit w108 -1'40 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Kt.itowh- –1;44.5 Type of Inspection: Address: 3355 5. 12-o Pi, Suite #: Contact Person: i4 (AvtittAk 6t642,41, Special Instructions: Phone No.: LOto - fob - 3`0,01 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: [���l� 'SAO /ilkosAJTA 4 01)1 - PA Pre -Fire: Permits: LenGt l tfoulmNb -- 910 t4DT A'Uo._ l 1. Go't'' PrAM9.� v — 1.60 4o >OD 1,1,f0�1— ON �4-� - AREA o P .C� cpe — 0\A S PQ-.vr ', N1Pti- CSO t_Q - OC \45 —OIL - Ge, -14 -- b' - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 414,1,6A/5-12___ /r!Z Date: t/Z/. X05 Hrs.: f 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from r J - the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 M�INSPECTION RECORD Dab 29b ri Retain a copy with permit 05- r--448. a$- S -iiID INSPECTION NUMBER PERMIT NUMBERS CL.O$-5(3 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: tiwR.d 5041.- -TA, 5 Type of Inspection: ElAGI 90 I Rt 1 ?f a4 4bA Address: 3355 S • X20 PL- Suite #: I Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: C Pb Gftrpowm - 012, Pre -Fire: \,5o Cipa� vat) Occupancy Type: '_Nl c P, — V�r ,9 UPS / 6,044A-roic (l41 %,) -- 0K G0Lo C3"49 - bV- '* 6.415—Ot!i VP/ -MVP - 1- 22- -- G li• PR2.'MP - 3 -WI 4 3-iz - 00, Iwi..Llev 0. cl. -lv kwi t0.. wa. lis Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 41Af /612,, r Date: 12110 i Hrs.: 3 I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 (I:INSPECTION RECORD 0 P08 - 2q(0 Retain a copy with permit 0$ -5- 4)0 N INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: —1—K 5 Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: 5PiirMMgt., -- Pre -Fire: Address: 3 35 S Suite #: /too ? .S , 1747 Pt, Contact Person: Lq,1 — M e' • Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Niceo sEtstvs,tc. s712 -A -v M 0r1 et t 5 0 - 641,lk UNVI N) ri b" + VioArr t e SutSwofi V%E;)) PLAN Folk 11K-5 ,c -r Gott 001_--- Needs 01 — Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4. wajle4 /5,7_ 7_ Date: tz / s4 Jog Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 77! MicAtoolG4, Type of Inspection: Address: Suite #: 3 3�, ' 5 (,; f t -/fid Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: L / pieZ 3-/0 - A --Pq--R-r- 2_ 2w C /%D Hood & Duct: &W G zzz / Pre -Fire: Permits: Occupancy Type: 7,122 3-11f — ijiazo 5pri.e.4- c! 2, o G lloa --z. $1,11° g40 040 W 9 - - /1 v mar jos . , -- E&-ou 0-57----o &N a /N �Z�- L�-1L--._- d2- '-/fAib UMM977 c'7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ` ivd.,‘„ .1--J7__ Date: ID 1/43 MR Hrs.: U $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ( .5? \ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -7-14 5 _ ` c4.05 d 1C -r- Type of Inspection: ,5P,2 -I M {G ------ Hood & Duct: Address: 5355 Suite #: S, 17.0 PL. �� Contact Person: di ' �/% �/! 77/#&71/7 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i&ka oK - M2 a — ffz+ag-o vK - /7g2 - 3 - /Z OZ pK Cat/gg- 3 -moi � Piz 3- m/em /?w PR? 1 -)Z -ox, -7";?5 6g-ivk- 2-, /grin /c32-? / 2-2 v i& Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a...Gt/aat //17._ Date /1 lag Hrs.: 2 - $8100 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER SEP 2 6 2008 INSPECTION RECORD'' M o 3 -1 9 Retain a copy with permit f 0 - pg -S-1110 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Project: (icia,05 _ Fire Alarm: Hood & Duct: Type of Inspection: 6P2rWf4UA — Address: 3355 Suite #:P(- 6, (7/D?(./ �o Con ct Person: /1'l '1 r 14 Special Instructions: 4V) Z -Inc 1300 Phone No.: j� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: livMk- ?it- I-22 - Tv,- 5 6q4��-16(Cn( (W%. —6)01- N rjRe..) S-rora-r 20 Cf 01 OO 4V) Z -Inc 1300 --- Ftz, - 1- 21 -, -n{- 5 v Ps iS (T. oB - Zg0 Pnev) Srr)rni- 21 s Q 1 tb 1 6 -- f>Qq - 1- ► 2 6Trvit,r. 2 6> c7i00 N,0 i-t-tiaizoOt Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:4a 1- Date: yle1�lpg Hrs.: $g0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 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- Project: M vc.Q.osa-C� Type oS /f� Inspection:/Iv a -v r4 Address: 3333 S . 'Zo Pc- Suite #: Ma, -. - 3 .l60 Contact Person: Special Instructions: Phone No.: —pproved per applicable codes. Corrections required prior to approval. COMMENTS: SPe,v,aI eoloe-- ,Dcz____ SPa.4►.t_ -g — o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: : Ula,U,/s, L Date: g jig 10e Hrs.: $00.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER '°''INSPECTION RECORD Retain a copy with permit FGSTEL PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1'„„4-�,4.,t-p 2 FL. oCf:c.c '1 Prr; hV4,7-> - Aa / 6,Mp1J„ Type of Inspection: fig 41A,2144 Address: 3355 Suite #: s J Zo +n PL, (to Contact Person: ,e.dy Special Instructions: Pre -Fire: Phone No.: '/zs_ 4`Z/ — 2/27 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: V041/48 Prr; hV4,7-> - Aa / 6,Mp1J„ 0S&6k:../C Fire Alarm: li S ;ol _ L/ Paehust t ,i ' 6 K 6. LL4.4,/°ae3sore, /in-' Sys -1-'144 a,e,, P z€ rh rsb Tizio cie , Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Date: V041/48 Sprinklers:/ Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:.5 iS/S Date: V041/48 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 _,INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER r d. APR 14 2008 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: :7-7,44-2-,414 1- p Sc,, 6-75 Sprinklers:/ Type of Inspection: $ riWlklr, F1kgJJ Address: 33�f Suite #: 5 / Z O /L, Contact Person: /4, `-c Special Instructions: Pre -Fire: Permits: Phone No.: 1 - 73Z- WO - -7q S'S' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sc,, 6-75 Sprinklers:/ Li/ 1/t,/ Fire Alarm: Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: Inspector: Sc,, 6-75 Date: Li/ 1/t,/ Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER ..INSPECTION RECORD Retain a copy with pert APR 14 2008 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Lnfic-c- 4 0 Sprinklers: Type of Inspection: ..-r- lGy 103-h Address: 3 5.-C- Suite #: 5' /2-0 /"A Contact Perso c K a Special Instructions: Phone No.: ! -- 732 — `j7G — Z 9 Approved per applicable codes. Corrections required prior to approval. COMMENTS: zee Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S69" S) S Date: 1-1`?Jo Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �3y sV� APR 14 2008 Do ? —V -73-- P107— c1 -73-- P107— 2S6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: :„�,e,ci2," Type of Inspection: Nvxgc. 54,-x- per,/ I,ta Address: 3 3 s`5 $ /2...c> »L. Suite #: Contact Person: Rte'} y' Special Instructions: Phone No.: J- 73 Z- LiTc' - 8-f' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /-/VA-C_ Jhz.1,--/- 12 C-0./2ir1-i-e-,_.( cva — ,-c$6 e2m - !i Pr -(4 - 6 E- cf.-7 — ii -c-9.3 G/& - ,9-C- 9 0/9. — 4-c !00 o %U — -r.Os— OZI — f4c.--la C94,, 1"44- ce4 . ai o -g lakhf S berti42 Si-vvi-, Needs Shift Inspection: _ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,S'w 57S- $80.00 Date: /7,/," Date Hrs.: Z,5---- ,5--- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I 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- Project::1,r),4&/4,64— �ph� s.� . Type of Inspection: t.�2� v `�����` Hood & Duct: Address: 3 3 SS S ) 2C> PL. Suite #: y Contact Person: �� Permits: 5 Special Instructions: Phone No.: Approved per applicable codes. V Corrections required prior to approval. COMMENTS: Aller cr. /4-44- n� S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Stt2 s Date: V/ -7 /U Hrs.: `, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 •-%INSPECTION RECORD 3 Retain a copy with permit INSPECTION NUMBER LZJ Oa)- P- 2.. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5 Q Joev tQ -i » Sprinklers: Fire Alarm: Type of Inspection: P7 )1041e--144 j Address: 33 Ss' s Suite #: I Z a /aL• Contact Person: ,/?.a `r ,is -j 'J' - G ec-fr'la'LS FA,„„,c Special Instructions: /cti,11 s-teci i.415 Aarew- . Phone No.: 73L— 5'7a— 798? Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Cc' re____ » 1.9.-L,.Y, 7 ii w I Co if 1 Permits: Occupancy Type: ,is -j 'J' - G ec-fr'la'LS FA,„„,c /cti,11 s-teci i.415 Aarew- . frGc .-a—h z.r Tj), pc€L )<tsser�_ /Vii —_ C.,12,,,,,....-1____ -Aa AeG-er47 IA/2 • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5Ai 57.5' Date: 'y/` /45 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 �1 INSPECTION NUMBER ,., 2008 INSPECTION RECORD `-r AR .Do 717 - 41754. Retain a copy with permit 0 8` — S— a i r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 2:0,70-G,,.,...i,,c sw iS Type of Inspection: Seri ASC,% i -/s Ara,/ C a veer. Address: 33 SS 5 Suite #: 12,0 pL. Contact Person: ,/?tet et Special Instructions: Monitor: Phone No.: 73 Z - 17o — 7 St S Approved per applicable codes. Corrections required prior to approval. COMMENTS: sw iS Sprinklers:/ .51/ 1/O 8 Fire Alarm: / Hood & Duct: Monitor: Hideo Tar" Permits: Occupancy Type: 141101e- SSY,.CT' //DO /5r Z€ £4#4 /300 Po" Zoyf _ Sgotr ertG ls.� CO»C .. 6I4.. Needs Shift Inspection: sw iS Sprinklers:/ .51/ 1/O 8 Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: sw iS Date: .51/ 1/O 8 Hrs.: z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 tJ INSPECTION NUMBER `INSPECTION RECORD Retain a copy with pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: =NI n 4 P Sprinklers: Fire Alarm: y Type of Inspection: F-77/4 et Address: 33'5S S . Suite #: 120 ?L Contact Person: l c -,i tAe6cE Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -�� b/4 Needs Shift Inspection: ps gc tivimeD Sprinklers: Fire Alarm: y Hood & Duct: J Monitor: G«rtic-0,4,,/ Pre -Fire: Permits: Occupancy Type: Inspector: 4. /512_ Date: ?. J 13 gyp- Hrs.: 9 a $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Y INSPECTION NUMBER ,.-.‘JUL 1 3 2007 -INSPECTION RECORD ' Retain a copy with pe -Do 9-o l frO7- vyfo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: jam,,- , Sprinklers: Type f Inspection: /,-c 4i.A1,t&_ Address: 33 55 Suite #: $, "-D iia- Con9,ct Person: Ail e4e i4„5 r/ Special Instructions: Phone No.: '"Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: CDe, Actirtic n 'Rcert. — O le - Monitor: Pre -Fire: Permits: Occupancy Type: 1M c.,i,i 'P--►t-rA-,_ -- O r- eWE X b /413 )E1 r t k 6 fit. �.t.1 -zoe PD e - s35 —1-1- i -t 9 . 0 tw,b� Li-. - 0 le- t Ft -/o .D pwt„, X S tette / iYrL04,I[L7 AU Zt7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,Qtic 1z Date: 7 liy /6 7 Hrs.: 3 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with J U L ► 0 2001 1)03- 69-1 o4 -S- i39 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575- Project•'=i-ree_446-e Sprinklers: Fire Alarm: Type of Inspection: Address: 33 SS -5, Suite #: (2-o (PL Contact Person: 5T,,.M Special Instructions: 14- '14r- 0012 Phone No.: 7-S3— Zoz —401 0 -pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: S Pte- IPlle- V 0 14- '14r- 0012 4W 4fx1-e_,r- sem, ST Ma c 1330 @ Zcro et4D IS&o € 240 s`r#-deA-- sls T i I- - e psi 113.0 e zoo . y tali) @ i 530 @ Zoo ?5% t 8 K. —1O e_15 tJl Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: g -v3 iG 1Z Date: 9.1s-/07 Hrs.: Z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD fi 7 —044 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575- Project: Sprinklers: Type of Inspection: F/a4• /1 A. s 1: 1 t /tire. Address: 35sr s Suite #: )2o 51,2-_ Contact Person: /3;!! Gcong,,4i $ Special Instructions: Q ChL41i cit- ox- Phone No.: 2296 • G./7 - € /gy (010P [pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: a &Avid- -iv , sd J As 7.41.3.04_ Monitor: b9Sa /Loa Q ChL41i cit- ox- Q 6o Josz (010P SPi4 Grim' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: se., �_ r - Date: GlZZ/a Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,='N�- Sprinklers: Fire Alarm: Type of Inspection: SPR. Uv— Address: 335-5" Suite #: 5. Bio f L Contact Person: ...CW Special Instructions: Phone No.: Cpproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4„„) /6-7z_ Date: 06/ /8 /09 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 f 1 , JUN 8 2007 -INSPECTION RECORD'' 1,64 - off- I • INSPECTION NUMBER Retain a copy with • - it 01-5- 17-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575- Project: =4.7ioirq-p Sprinklers: y Type of Inspection: Address: 33,5s S. i L -o Suite #: PL- Contact Person: .6771 -Ai g-ns71-569/i Special Instructions: PQZ- 3-/7 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: y Fire Alarm: OK - /, 40R -INK bate) -- frn9hu ?-iO , 2 /D.• y0 Permits: PQZ- 3-/7 1,4 tJA 240 psi (;_ 1z: ail - 'L0 0 is IC. /aiZiG.0 & ro/2 624-44/chf Li,gr PE )2. NI -719A1 /3 – 1 3. 64f -ribs z- y.3_6. —u4 -i{ #17 CPi2r/vf Cp /10' . Needs Shift Inspection: /✓/,q_- Sprinklers: y Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /siz Date: 4. /?/o? Hrs.: Z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit AUG 2720 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: iyj,"C720 So -r-÷- . Type of Inspection: F Address: 336-6- 5 i lb )L _ Suite #: Contact Person: )410d0 ,4Gcxc.G� Special Instructions: Phone No.: QbG -7,x--3 F-77___ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5pr,wl�.� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c Date: 0-ea:07 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 i INSPECTION NUMBER , MAY 2 4 2007 INSPECTION RECORD Retain a copy with . ermit °6-4Si D�-�- DEN PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: MI64050 A_ Sprinklers: Y Type of Inspection: F4 Address: 33 Ss Suite #: S, 1 to PL Contact Person: 1.1Gk Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: A 'cyw.� o RSL vv_ Needs Shift Inspection: 4s 5a A, Sprinklers: Y Fire Alarm: y Hood & Duct: Al Monitor: 61,4-e—vlf-iv Pre -Fire: Permits: Occupancy Type: Inspector: 4i/. Date: 6/z, /07 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER MAR 5 2007 -*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: Al ► CrD S 0-0— Sprinklers: Fire Alarm: Type, �of Inspection: rrIVAL Address: 33 ss- Suite #: 5 J v.‘- Pi Contact Person: ,q.., (___ S1, Special Instructions: Phone No.: g64- )3.6 - asap Approved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: /.. feol !,�. -}=o(Z f 01/a,�g C4-z____l4c1nay a-4rv/o/L&Z2) Permits: Occupancy Type: (Q. r4 5--f--- Cm1 �v sc.1,@Jc.,6-e, tot- 5-25 C/yo7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A ,-,t/ Date: -Z/826/6-2 Hrs.: / A/M- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit FIL PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 11(1 i*c_r k, 3k (C3\ 4 ik p V-,.e.61,A Type of Inspection: -P \s Y\ c-,1 Address: Suite#: 33s5 S tZ0�,Pk-. Contact Person: 64-Nzp�� Special Instructions: Monitor: Phone No.: 2_0(o -)5s-35 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2.1k I o s covc,_,L-V6N-N\f.0,L.t Needs Shift Inspection: dy o Sprinklers: X s0 \ p (4 Fire Alarm: )< Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 Inspector: _ s \ Date: \ s0 \ p (4 Hrs.: 1, S p $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 City of Tukwila JUL 1 1 2000 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fu LE TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ThG Lc. Address Permit No. m 1 t —CAA Cr- - l oto 331\ o< Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued ll� Sprinklers: Z-4,2101-, Fire Alarm: I\UAL Hood & Duct: .e l LOQ Monitor: AV' Pre -Fire: Permits: Authorized Signature Date ` FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Cizy of Tukwila AUG 1 8 2000 Steven M. Mullet, Mayor Fire Department Project Name Address F TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. c'1-\ - (i G Linc vsA Sw\\IL, L key 331 1 S PL Retain current inspection schedule Needs shift inspection Suite Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: •e: ern 2.93 Monitor: Pre -Fire: Permits: (40 mal i (e,i bo Authorized Signature Date' FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 r e City of Tukwila JUN 2 6 2000 Steven M. Millet, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name E TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM L -co& Permit No. )111,000-C81 $ - CS a Address 333 Z.464 -b ,SZ Retain current inspection schedule Needs shift inspection Suite # kki6 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5/0 (42b40 l Authorized Signature Date FINALAPP. FRAC., Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov �Oa%- 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 746 ac Permit # /g—/C — 110 Property Address 3 3 5 5 5 /moo ' Suite # City TUKWILA Zip Code 9 /`� Name of Facility S.eg D41-T/4-C£N7 (!I 4 ) 5 Occupied as D,9- ,i- Owner or Representative L Phone # o2o eo - 369 - 3/3e-/ Installing Company 3-01/A/ ,544.n1 GDA/7/20C.- Installing DA/7/20LInstalling Contractor's Address 95,:q0 5 /1 '`"' vim✓ City ,S /Aire_ I AM." Phone # 0,706' _ 02 9 / -/ 4/ ) Installer's Name (PRINT) //}-/V/J/fGL /,� 91N,e // License and/or Certificate 5 f47` E F 9- / Q General Contractor S6? 3CDN Sj-/ Electrical Contractor 1/DGol"- fGeez-2, FACP Equipment Manufacturer �///v •, t1 /')7 - $ Model # SC'/ This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by ,t) / /2NGTT_ On (date) 06o�D/e and includes the devices listed on back. Circle all that apply: X NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 X NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions ,( Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Statio SIGNED Yes System is monitored by /.U2,1.) 0-41 System Firmware: Installed version Initial program Installation Date 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 of of of of 7 o / of of of of Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Wileetoc — ,/S& C -- Readings Readings Battery Full Load o7 G, .2 Charge 02 %, 4/ Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator of Make/Model of Make/Model of Make/Model of Make/Model ❑ Sprinkler System. (Fire Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell of of of of Alarm connections only) Make/Model Make/Model Make/Model 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 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 #110 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tulcwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE I ( FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in terminationof the testing and additional fees will be assessed. Contractor is responsiblefor supplying manpower for Final Acceptance Test with two-way communications. Date %. $ - /Q Permit # M ` F — DR `3 Property Address 3335 5 /aO ia i2ci}- . • . Suite # 3/0 City Tukwila Zip Code Name of Facility TN%/eN4P 14773- Ce11/7b9 Occupied as P To_ ceivc-e/i. Owner or Representative Phone # Installing Company =IRS CN)i F 4&O/P4114) Installing Contractor's Address PC 6ox City rQ,O/y)et Alp Phone # 'c25 6q/ Installer's Name (PRINT) gotl I6/(l//a-- License and/or Certificate 9P — /3 4108 a General Contractor Electrical Contractor 6106 com s)c,g1 W Pkt c c Q-c4lz,:(, FACP Equipment Manufacturer r`' 14<t - Model # j( This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle all that apply: X(, 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 X Other (specify) {f•) r /) v20e) I Tukwila City Ordinance Numbers 2050, 2051 UL Central Stat, s ► : onito 64theol/4/ Ad! SIGNED System is monitored by %°�/¢ Date 74- System Firmware: Installed version 3 0 Checksum Date 7—g /O Initial program 1 Installation Date Revisions and Reasons Prnarammed by f . /4,0141/.,7)-- f 1 EQUIPMENT INSTALLED AND TESTED: Control Panel I of Make/Model )= /i £ cAteeY/m x / Manual Station jof f Make/Model Smoke Detectors f y3 of JG/3 Make/Model Heat Detectors _ of Make/Model Duct Detectors of Make/Model AN Devices 4C of a, Make/Model f ,-/5 s QN 6dit Pct 2 Audio Devices of Make/Model Visual Devices _ of Make/Model Auto Door Release _ of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator of Make/Model HVAC Controls 5 of .Z Make/Model POCT DQWirt4 )e‘, S PA [r Fire Alarm Dialer _ of Make/Model Monitored by f) y A -Q Annunciator Q of L Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. a, of a. Make/Model 4,11, s,� f h/ t Valve Tamper Sw. o — of 2 Make/Model cry / s S i 6 PTV 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 t No Test of alarm System on emergency power, satisfactory? Yes No — Test Witnessed by Title Date Comments: - /k77 I V I'G eS l&P okto A OM en Oeiti fi, See//4.Te-' 'Im/3-- eddins\Contractors Material & Test Certificate Revised: 10/28/04 TFD FP Form #110 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tulcwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible fo`r supplying manpower for Final Acceptance Test with two-way communications. Date (7,. ri /� Permit # /0 /13 Property Address 3 355 5 iao '`" 5/ • Suite # City Tukwila Zip Code 99g/60 Name of Facility 5 c / )0/57:779-- CCvv.Tj Occupied as DR -79- Ce,,Ltrig Owner or Representative p4-LJe iO XA L Phone # c o -a 9 3 ` 0/ 75 Installing Company )2//1e G, fb :, ' gQ,)/9.y).ei✓T Installing Contractor's Address A, ?C 65 j City f240/4'ft/O PtJ/}- 9ea'73 Phone # yo?s ‘e// �/2 % (PRINT) A /5 Installer's Name RINT /9/2/Lie1J License and/or Certificate General Contractor 0 Electrical Contractor FACP Equipment Manufacturer Model # CyeGr� This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) 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 xManufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station SIGNED System is monitored by Date System Firmware: Installed version 5, 0 5 Checksum Date Initial program key 5 Installation ,2 42 -- /0 Date Revisions and Reasons p, i/fat/ D/= ,0,% ,eeLiesse 414Z -41y Programmed by Q, 1n.4%%n/1, 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 of _ Make/Model Audio Devices of _ Make/Model Visual Devices _ of _ Make/Model Auto Door Release j_ of J Make/Model Ag- 12,1/►'1 S S -0 ti 3 Trouble Indictors of Make/Model Batteries 0 Readings Battery Full Load Charge Generator _ of — Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator 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' No Test of alarm System on emergency power, satisfactory? Yes 1e- No — Test Witnessed by Title Date Comments: eddins\Contractors Material & Test Certificate Revised: 10/28/04 TFD FP Form #110 F �1 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alaiul 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 03/0V Property Address 336 S S 1�6 t' ISL Suite # City Tukwila Zip Code 9g/Cf Name of Facility ' /VZ P- P cam ft Qt/et VI Occupied as JT{JLN9-P Owner or Representative Phone # Installing Company Pit CR0 g toms Jr Installing Contractor's Address Qj &V( 0/ Aptrepo &4 1052City 12W/1'j/JD Phone #6j jl1 .R h2 Installer's Name (PRINT) License and/or Certificate SCP.- £.,'j9g'a, General Contractor SAO C t pN Electrical Contractor Vitt,' £uanA, FACP Equipment Manufacturer E10,07/4/4 ,t/ XC Model # C1feer5H Permit # 0€ S " Og( This system has beenAnst led, pry t- ted and operates in accordance with the standards listed below and was inspected by F t On (date) q 23._0 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 1tOI . SIGNED Date System Fiiinware: Installed version 6.33 Checksum ., Date Q. sQ 't Initial program cow. r Installation Date Revisions and Reasons 4004 i j it) Joe ,F1.01. A DOlegt �Ay J LV TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and -additional -fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 3-.2g Permit# Ok-t= bU a Property Address ?.355 S . jcpo 77v 0L , . 5 Suite # r d, 0 City Tukwila Zip Code 9g Name of Facility 4/ emp- 6 ey i), CEivtg'/Z Occupied as ?). C .€NJ 2 Owner or Representative Z/V i fan/,$p Installing Company r74 C/�f//�'i` � Ui��,.9v / — Installing Contractor's Address ,v /3!? is 6S I Phone # City /2e ,iioiV p t ln/#- `l'g023 Phone # 4/23 G q ! ' a /02—) Installer's Name (PRINT) /24/ JOEL M/LNe IT License and/or Certificate Scp - Ig - c20 t2. General Contractor Electrical Contractor Pie Gislnt& f,L,tcvil t C. FACP Equipment Manufacturer F-1 Model # Cite 441 �('t This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle all that apply: y NFPA 72, Chapter 1 2 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions )C Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central Station SIGNED System Firmware: Installed version 1/ 0 Initial program Installation IN/ I /0 - Revisions and Reasons System is monitored by ex /4/9 - Date 3 -O Checksum 3.06 Date 3 - 7 - 0'7 Date g Q t ) Programmed by g / 1 V Tukwila Fire Prevention Bureau- Material and Test Certificate - EQUIPMENT INSTALLED AND TESTED: Control Panel 1 of I Make/Model G/ -f .G� 1 /}- { I Manual Station of Make/Model hj M— p t Smoke Detectors a. of 7y Make/Model /cc 6 5- /o..„?) Heat Detectors _ of Make/Model Duct Detectors of Make/Model A/V Devices of Make/Model Audio Devices of Make/Model. Visual Devices of Make/Model Auto Door Release of _ Make/Model Trouble Indictors . _j__ of,) Make/Model .Aliv,.e /— Batteries Batteries Readings Battery o�S Li Full Loads , 0 Charge Generator of Make/Model HVAC Controls _ of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of . Make/Model . Sprinkler System. (Fire.Alarm connections only) : Water Flow Sw. i of Valve Tamper Sw. a of a PIV of Elec. Alarm Bell of Make/Model --Pe re 7 - V / 55- Make/Model Make/Model PO ne%1 — K / S i /irg6 Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes )C No Test of alarm System on emergency power, satisfactory? Yes)( No Test Witnessed by Title Comments: - Date TFD FP Form #110 2 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tulcwila.wa.us. CONTRACTORS MATERIAL AND TEST CERTIFICATE FERE ALARM AND FERE DETECTION SYSTEMS Fire ala in 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 i ' 01' 01. Property Address. ,..)35S /..20,4v ,S J Permit # '/8S Suite # City Tukwila Zip Code Name of Facility 546e' e/1/Te/t Occupied as .04 -!/i - Owner or Representative .installing Company Fae, 140 i tN) Installing Contractor's Address 190 Ano , City le/Jmm) yv/9-- Installer's Name (PRINT) /4A/D) y AM„u€2T License and/or Certificate $C/ -/3 -ao oc • General Contractor L {.4-5e C//ur&'c/a umf1 S Electrical Contractor Pl c/c )4/57 -db,./ Phone # Phone# 6/c7S li4%/9/ a1 FACP Equipment Manufacturer 11-) r Model # This system has been f , t led, pr sted and operates in accordance with the standards listed below and was inspected by On (date) / —' / -01 and includes the devices listed on back. Circle all that apply: X 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 SIGNED Date System Firmware: Installed version .3.1. t f Checksum L/, p 0i i._v rnirial program 3 EQUIPMENT INSTALLED AND TESTED: Control Panel 02 of oZ Manual Station 4- of _( Smoke Detectors of fi Heat Detectors of 5 Duct Detectors of A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors of Batteries • Readings Battery aof IS of of of Generator Make/Model ) /Ke fit �� e✓!} y j( Make/Model Make/Model Make/Model /C/r2 Make/Model it Make/Model SY67evn Seivo2 p i2 Make/Model . Make/Model Make/Model Make/Model Full Load 0261 0254 Charge 0.7 7, 6 of Make/Model ,? 5 HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model . Monitored by Annunciator of Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. kf of a Make/Model Valve Tamper Sw. // of L% Malce/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 alaini System on emergency power, satisfactory? Yes y No _ Test Witnessed by Title Date Comments: CKWILA FIRE MARSHAL'S OFICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov 4,te 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 40 ,2d/" Permit # / - f - -2 Property Address 3 3 S S S 1,Qo r~ OOG Suite # City TUKWILA Name of Facility S',1 Zip Code Occupied as )7J —7 Cciy,- L Owner or Representative /2 `///int/ 4-/4t '- Installing Company )DA/A/ .-lit/ Go/vm'G S Installing Contractor's Address 95,20 S /0'5' Phone # CityS L�/� /%G� G✓� Phone # ,2696 - 3 a / -/y'() Installer's Name (PRINT) /7/71/.0(/ License and/or Certificate (3a R' General Contractor Electrical Contractor FACP Equipment Manufacturer , ) cot/ G0/1/720G5- Model # `"SCS. - 34230 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by , .41Z/J On (date) %� a0/ � 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 Statio SIGNED System Firmware: Installed version Initial program Installation Checksum System is monitored by G4tW22)4 "-' Date 9G�� Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLEDQD 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 31( of Ig Make/Model 5 VS 5 er So/1_ pGa deL /,oec Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release _ of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load I Charge Generator of Make/Model HVAC Controls of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator 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 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 #110 TC.WILA FIRE PREVENTION IZIEAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date Property Address 33S 5 --5 / 2 City Tukwila Name of Facility Occupied as Permit # P Zip Code Suite # 9g)6 Owner or Representative ` Phone # Installing Company Fre__ Installmg Contractor's Address ,6?)� City Installer's Name (PRINT) k fl Ie . tAS1M•3,3 License and/or Certificate 4P- F • 461o3t{a General Contractor Phone # 4'2 f --6// -2" 2 7_ Electrical Contractor fa-Znit' E C CV:ac . FACP Equipment Manufacturer Model # L1 -11421? -114 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by ►�'Zct�.., �9.JS i`�) On (date) ( ZJ L -Y ZOO 7 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central Station Monitor System is monitored by rL011 PAI fC7LY4tt4A.) SIGNED Date 7 200 -7 System Firmware: Installed version3,b Checksum Date Initial program Installation Date Revisions and Reasons Programmed by tk_i c.‘[-- Jg�rJ . Tukwiila\., ie Prevention Bureau- Material and st Certificate - - EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors AN Devices Audio Devices 7of Z of g Iq2ofj of i of Zlof Z$ of Visual Devices of Auto Door Release of Trouble Indictors . 2- of Z.. Batteries Readings Battery Generator HVAC Controls Fire Alarm Dialer Monitored by of of of Make/Model P'Z ICE— 64•£eTi401 ICa;. Make/Model F2y_t:' 2t)- to b,V Make/Model leg - I b$Z_, Q140Th Sovuoittr Make/Model . Make/Model Iia- - t o 7 . Make/Model /JO t.F ='L- P20 (ft..Z(2. Make/Model .... Make/Model Make/Model Make/Model . V/4-uP Full Load Charge Make/Model Make/Model Make/Model Annunciator of Make/Model Sprinkler System. (Fire.Alarm connections only) Water Flow Sw. g of 3 Valve Tamper Sw. 3_ of 3 Pl Y of Elec. Alarm Bell of Make/Model Fr1c E 5 5 -OSE I Make/Model tc 5-5' - o 4 Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed • . - Do you meet audible/visible requirements of WAC 51-44, UFC STD 10-2, 1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes — No Test of alarm System on emergency power, satisfactory? Yes — No Test Witnessed by .. Title . - - Date Comments: TFD FP Form #110 2 TUI"iILA FIRE MARSHAL'S OFIE Phone: 206-575-4407 e Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 44tp/ CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS 215E.Y3Eff 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 ,L, ZO 1�- Property Address 3555• S. Permit # 12.04 -in P� • Suite # City TUKWILA Zip Code 1116 (o Name of Facility Se he...f WA_ Ctvt S 6, E �tc� 5 Occupied as Dom) -A. (0A.}Le- Owner or Representative So...be./-1 (or?. Installing Company k Phone # Zob •Z81 •4U'0 Installing Contractor's Address 9,S 2.0 .c r'.i S g•Ze xt00 gity 5cJcf Phone # ZOto•3'61 •"S©90 Installer's Name (PRINT) St •xAaJj License and/or Certificate S— t 'General Contractor Electrical Contractor FACP Equipment Manufacturer t 01A4A,SiDA 63•1.4rD1 S Model # SFC_. 30-5 CZ) This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by '" On (date) V J Zo kl} and includes the devices listed on back. Circe all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 `4f NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station anitor Jaa' .tih System is monitored by A✓rv'Gii..v. SIGNED Date 0.?2?- System Firmware: Installed version 2.6 Checksum Date Initial program Installation Date Revisions and Reasons Programmed by Ty Lo — W (4, EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries iof2 (z2 of Lez- of SY 823 of3 of of of of Ii of /ll £ of r ' Make/Model Make/Model Make/Model Make/Model Make/Model C JD lnrtSo ei Nn } -o \ S /2F 303-0 J GINA.so.l Coi.k,vt s/ J N 6l 6- ZW oknsoe.e� (s/J ofS595 /� OC R J CJs � 1 Make/Model Make/Model Make/Model Make/Model ihketse.1 (//��wr-4 /s / M300 Lr Make/Model Readings Battery ZV 2 iOC.Full Load 2.5-14DG Generator of HVAC Controls of Fire Alarm Dialer \ of Monitored by C't,✓A.rctce.." Annunciator of 3_ Charge 27 . C vQC. Make/Model Make/Model . Make/Model 3pkAe 1,4 l n -11 ( ( UD cr Z' Make/Model J otN`Sesn %mo o j S / N (At (1.L�1(� I( O Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of Valve Tamper Sw. _ of PIV of Elec. Alarm Bell of Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do yo9e meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes J No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by S LJ'In S G. ki. Title Ser k. t c..L. l ec.1, Date 1-'1-24 1 ? Comments: yx.dee( cle,46 Aon t eo"l -v11 No M• /v G%2c6•A7el /Jo „lot.; k (- cz.vvcf Fire Alarm Certificate.doc Revised:. 6/17/14 TFD FP Form #1 10 1'C(KWITA F.IRE PREVENTIONKREAU 444 Andover Park East, Tukwila, WA 9$188 - Phone 206-575-4407 = Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa,us • CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND. FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date ja 7- if Property Address 33SS . 5 l " Permit # .\ 1- F - 273 , Suite # City TUKWILA Zip Code . c ``\t Name of Facility SA("y Occupied as OA -it (61JTC- Owner or Representative Phone # Installing Company Wie19, C 1 1(Lg Installing Contractor's Address 1 CA,\ 1 Sf'11 P1. t City i'i,F-C \ O Phone # (,1{1 2 12 7 Installer's Name (PRINT) t‘A tc71- License and/or Certificate ScP S- General Contractor Electrical Contractor \ f C-Gl\ F FACP Equipment Manufacturer Model # 1 \ EC. -TAI This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by M. K1C (Z On (date) \2-1-\\ til1U 111UlLILLGJ LUG UGVIbGJ 1LJLGLL U►1 Ut11 t. Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 and/or IFC SEC 907 X 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 1..i.)(\ NON N System is monitored by pOH C \O SIGNED Date System Firmware: Installed version 5.0 S Checksum 5• bS Initial program Installation Revisions and Reasons Date 12 7- Date Programmed by !�A'(C -Aft f t / V C& f EQUIPMENT INSTALLED AND TESTED: Control Panel _ of . Make/Model Manual Station of Make/Model Smoke Detectors _ of _ Make/Model Heat Detectors Z of 2. Make/Model f 1 kC Duct Detectors of Make/Model .._ .. . AN Devices _ of _ Make/Model Audio Devices of _ Make/1VIodel Visual Devices of Make/Model Auto Door Release I of . Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of _ Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. of _ Make/Model NV _ 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 alarm System on emergency power, satisfactory? Yes _ No _ Test Witnessed by Title Date Comments: eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 440.41 TUKWILA FIRE MARSHAL'S OFFI Phone: 206-575-4407 • Email: FireMarshaltukwilawa.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 7/tR / c2O/& Permit # /—F-- DS Property Address 3 E .SS S /6?O)4-4/ Suite # City TUKWILA Zip Code Name of Facility SSC f'9---�. LPNT�61- Occupied as ups /4W ,'t /e%6e Owner or Representative yniV Phone # Installing Company ` //A ,Soot/ L S Installing Contractor's Address 93:„.1,c) City SI -Z c?1,/O Installer's Name (PRINT)'. �!`}%N Q )2 License and/or Certificate SCF' —/3 �Q� e.s; Phone # ao4 3a - .,SSS 7 General Contractor $/ice C_" ---A/ $G/1vG�id�✓ Electrical Contractor FACP Equipment Manufacturer ,�/4/NSd,✓ c,md710G Model # &0 'c9 This system has been instal ed, pre -tested and operates in accordance with the standards listed below and was inspected by , / ,/vC/J On (date) 7 /�9-d�� 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 Y UL Central Stati • nom: oo : for S/es ��1/moi �. i� SIGNED System is monitored by�ygv/l.�rt'✓ System Firmware: Installed version Initial program Installation Checksum Date Revisions and Reasons 2 ).2/...o,o-VF---- Date Date //7v,11 /4/ r)os Woo" C",./ 44V'7 Programmed by 7,./.40,47,2-- 0 EQUIPMENT INSTALLED AND TESTED: Control Panel of Make/Model Manual Station 3 of 3 Make/Model lo? . Smoke Detectors of Make/Model Heat Detectors ac( o folq Make/Model 97 Si r Duct Detectors of Make/Model AN Devices of Make/Model Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of _ Make/Model HVAC Controls _ of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of _ Make/Model Ply _ 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 _ C/Si /N4_ Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Date Comments: /1fv eo civ °/2eVJDvs ��2,�-// i Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 PROFESSIONAL SERVICES NFPA COMPLIANCE MEMO To: Ben Hayman Project: Internap Sabey Phase 3 & 4 Contractor: BN Builders Issued By: Brad Hollub RPS Project No.: 09-1NP-002-01 Date: 07/15/10 Ben, It has been brought to our attention that you have requested a letter confirming compliance with NFPA standards 30 (chapter 22), 110, 111, 37 and manufacturer installation guidelines per mechanical permit M10-030 item #24. Please use this memo as notification that the construction documents enforce compliance with the applicable sections of the codes above and manufacturer installation guidelines. Should you have any questions regarding this memo, please do not hesitate to contact me. Regards, Brad Hollub P.E. LEED AP Sr. Mechanical Engineer Bhollub@RubiconPS.com Cell #646-283-7900 3350 Riverwood Parkway, Suite 1900, Atlanta , GA 30339 — www.rubiconps.com — ph. 678-627-8198 X30 -3b.0 3 'FIRE CHIEF Pr !EQUIPMENT 7661 159 PINE, Redmond WA 98052 Telephone No. 425-641-2127/Fax No. 425-562-6662 Letter to Tukwila Plan Reviewer Job# 14-2060 Project name: CenturyLink SE -3 Fl 2 Project address: 3355 120th PI Note that this project is a "1 for 1" replacement: o Existing heat detectors are replaced 1 for 1. o Existing smoke detectors are replaced 1 for 1. o Existing Cheetah panels CP -12 & CP -13 are replaced with 1 (one) Notifier NFS2-3030. o Notifier panel will supervise and control the 5 Preaction risers serving this space...Just as the existing Cheetah panel CP -13 provides at present. o New Notifier NFS2-303 panel will be connected to CenturyLink Network annunciator ---For information only...No control floor 3. o There are NO additions or changes to the VESDA systems. o There are no additions or changes to the Notification devices—and note that Notification devices are powered by and supervised by the Bldg FA system...NOT by the tenant panel. o The New Notfier NFS2-3030 panel will be supervised by the Bldg FA network, just as the Cheetah panels are presently. Bob Vo Engin-ered Systems Manager Fire Chief Equipment Direct: 425/522-1225 Electrical: FIRECCE9362Q Contractor/Sprinkler: FIRECCE938JR c C December 10, 2010 Tukwila Fire Department Tukwila, Washington Attn: Al Metzler Re: Providence Health Services Dear Mr. Metzler: 22651 83rd Avenue South Kent, Washington 98032 Phone (206) 381-3090 Fax (206) 381-3490 Per our conversation, please review the submittals for a VESDA detection system for the Providence Health Services data center located at the Sabey Data Center 3355 120th Place, Tukwila, Wa. The system is designed for the use of the tenant only and does not tie into the building for the notification of other tenants or interface with the sprinkler system. The tenant operates a 24/7 NOC site, across the hall from the suite, and wants the early warning system for their own purposes. A remote display unit is supplied in the NOC. The room is protected with pre action systems and ceiling detectors as is the standard in the facility. This system is an added for the tenant's benefit only. Should you have any questions, please don't hesitate to call me. Thank you again for this opportunity to work with you. Sinc y v= •..b Senior Engineering Technician, Special Hazard Systems Fire Sprinklers WA CL#FIRESI*988RJ 1524 45th Street East, Suite 102, Sumner, WA 98390.253-826-0099 • Fax 253-826-1033 • firesprinldersinc@comcast.net May 4, 2010 BN Builders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 (206) 382-3443 Fax (206) 382-3440 Project: Internap Phase III @ Sabey DataCenter Suject: Fire Sprinklers Inc. Response to the FM Global Plan Review Attn: Jason Limp Jason, The following is response to the recommendations made by FM Global on April 29, 2010: 1. Fire Sprinklers Inc. (FSI) will use the pendent sprinkler TY6237 over the data center. This typo has been fixed on the sprinkler plans. 2. FSI based the fire sprinkler design on the flow information provided by King County Water District #125. This is also the same flow data used for both Internap Phase I & II. 3. Calculations showing the preaction system trip times will not be provided by FSI. NFPA 13-2007 does not require this calculation. Please note that the sprinkler systems FSI are working on in this phase are closer to the system risers and are sized the same as the previous Internap phases. 4. FSI will install 1 'A" flushing connections on the third floor area of work as recommended. 5. Although FSI calculated the seismic bracing based on the reuse of the existing schedule 7 pipe, we will resubmit the seimic bracing calculations based on schedule 40 and 10 pipe. 6. All of the recommendations under this heading have been corrected on the sprinkler plans and will be executed during installation. 7. FSI will install missing or inadequate seismic bracing on existing sprinkler mains in the areas of work as recommended. Please see the attached FM Global Review Letter for reference to the recommendations. If you have any comments, please feel free to contact me. Sincerely, Jim Stewart C LISTED US Underwriters Laboratories Inc.® June 21, 2001 FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Flail ramtiaTwu limo 1.10 Aloe ,In1 +1 rhNs +k I n 'PO IT gag ttp stir-. i‘sgn a ee>:hny El 0.11ofirt 118d•191/! Our Reference: File EX5269 Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Wall Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling -mounted bracket is screwed to a rigid surface. Self -tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre- drilled onto the mounting bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011CNBK Emil W. Misichko@us.ul.com A not-for-profit organization dedicated to public safety and committed to quality service National Fire Protettior, Asso i tion I !I fl r jui,di h I'.irl,, t uru }. 4,k . - l 411 'ton; p '1I1 fir), rk, {,17_,7wii7,►.11 ;tem,, rdru 1,1iF l cwcrnher.15, 2006 Mr- Norman MacDonald President Fkx1Iced inrdusities he,. 5 i Lowland Street Holliston, MA 01 746 Fax: 508-8934020 Dear Mr_ 1VIacDortnld, 11th icttcr is in response, to your nil anted Novem.hcr i 3, 2404 which diScu sed 1 L5ttd flcz bit sprinkler c��es, specifically Ftex.Need. Your yttt tialt relates to the plabi1ily Dr listed technology which was not specifically addressed pt previous editions orNFPA 13. including the 1999. and 2002 edit inns, NFPA 1-3, 1994 Section 1-2 arid NEPA 17,2(1(12 Section 1,6 -provide specific text that addresses new techitrilogy. It is the intent of the current ettd previous editions of NFPA 13 to allow the u of Iistcd technologies where they err not specifically addressed in NIT 13_ The base requirement is -that they be .instal led in eanptiencc witlt•alI of the listing requireittt:ttt3 and watlutlrcturers" instructions. These.siaiemenis have been provided by Ike technical comp:mm.54n address the verylituatiOn that you have deserted. In essence, where a new technology' is don lopo,l tcd and listed as rteceutahle for Piutcptik fire sprinkler use it can .Lie utilized in accordance with NTPA 13 with tie additional requirements oilier than those in the listittg aid manufacturers' .i lnsiructii,ns. In suuttmtary it is: the rmtcnt of NFPA 13 to permit the use of ieehnologies; equipment and materials not speeiGeally addressed in NFPA 13 where they are specifically listed for .fire sprinkler use and where they have teen installed in accordance with the listing rerpurements and the manufacturers' instructions_ Pleasebe nr.rare ilial this response clues ttvt eonaiForrtrnl ln1c11arctntioat;Ls !explained Ili the f niporlarq d iotice betow. rtit Ian 1'riiudpa.1 NEPA 13 Sia (il NFiI,A i3 1mporrantNotiea_ This correspcmd:•nce is nota Formal interpretation issued pursuant to NFPA reguint ins. Any opinion expresstd is the personal opinion or the tuidtsrt, Ano does not neer ssarily� represent the official position Of the NFPA or its `['ecltnical Ccariimittor5. In add it. ire,. this correspondence. is neither intenrkd,,nor should be. ivIied upon, to provide prriaiessional consultation or services_ BUILDINGS f-erCCIIROMFRIM 01-1/1.1np .7F1)0FraiairAyf '4E1,71'0.111 MI 100 lzriCraer, r4.1A, CarrirolYtellOP July 17, 2.007 Mr. Poietr M. Mei:Dona10 FloxHeactintluthie5. E6t owfartl SLri Hoillzion, MA 0174(5 ter Mr. MacDomild. glyaiOrisaitirlud,f Dottlar 11110In anti goirpi-_,ni hria$01;slitk SAICair. 1,21a) II -32K r1?) SSG -MAD ECItiMadi is a final official !Myneri coijy.oi MEA ac9ePtark4i3 tity6iit product, MEA 261-1iFirE Vef. Which you may we. Es proof of your ororliidt acceptance In hie)* Voir iCIty. -This du jrL,kagethe vital proper ftbIna.ncl inalallolion in acciardonco with Novr srart., Cliy latildrreCotit, volli enable, the inzpactor to know ifiai Ilio produci fmioliod i[goal. All SI-opineati and dar•verieN' of accepled rnniorlais tho job silo roquired iobelapatecilgrOgRed 10 at cortiarice, wish Lim ,forrnafbalow: Accaapted ror Lino o New Vor$; 001144MM OF:Buildings MEA.261.N,E Vat. 1 Company Nlarno C: btilgrell IF, Toylcr, AlA. LEED AP Executive Directur,, Spctril Proiocia 13nd MEA Eepkity Geniice riniegrity Walter L. Cook PE Professional Engineering Services May 10, 2018 Mr. Ty Allan Viking Automatic Sprinkler Company 3434 West Ave. South Seattle, WA 98134 RE: Engineering Review — Suite 4203 Server Room 3355 S 120th Place Tukwila, WA 98168 Dear Ty, Enclosed under cover of this letter are the following document sets; • Hydraulic Calculations for one remote area, • Seismic brace calculations • Shop Drawing Sheet FP -01 • Data Submittals Digitally signed by Waller L Cook ON: C=US, E=walt.l cook@gmay corn, alter L Cook OU= WeIer Brvaonment Resources, Inc.", CN=Waller L Cook Dale. 2018.05 10 13.50A4-07'00' I find that this design package, prepared by Viking Sprinkler, is in general conformance with the intended project design. The submittal has been reviewed only for the limited purpose of checking for general conformance with the design concept as expressed in the Contract Documents, subject to the requirements of the Contract Documents. For the above referenced document sets I provided design supervision and reviewed the drawings, hydraulic and seismic calculations. I find that the documents appear to be compliant with codes including in part NFPA 13, ASCE 07, Washington Fire and Building Code, ACI, IBC and IMC as well as specific requirements of the City of Tukwila; including the following notations. • The sprinkler density is designed as Ordinary Hazard Group 1 in accordance with the requirements of the City of Tukwila. • During installation confirm that sprinkler head obstructions conform with the requirements of NFPA 13. I have placed my Washington PE seal on the drawings and other documents referenced above, subject to the conditions stated herein and approval from the project engineer and City of Tukwila. Please contact me at your convenience if you need any further assistance during the approval and permit process. Sincerely Walter L. Cook PE 13467 SW Summerwood Dr Tigard, OR 97223 Water Environment Resources, Inc. PHONE (503) 333-3470 E-MAIL walt.l.cook@gmail.com WEB SITE http://www.water-envr.com Johnson Controls Fire Protection LP 8380 South Kyrene Road, Ste 108, Tempe, AZ 85284 Tel 480 303 9911 www.JohnsonControls.com Johnson 041(fi Controls Hi Al, Just wanted to give you a small scope letter for this project. We will be adding new horn strobes to these two areas on floors 2 and 3 to help cover caps created by new server equipment. So the placement will look a little odd because of it. In total we will be installing 34 new horn strobes and connecting them to either existing power supplies or existing circuits. Let me know if you have any questions. Regards, Matthew Stewart Special HazaWs Sale Rep Johnson COr,;' )iS (formally Tyco-Westfire) Mobile 602 478 3100 Office 483 333 4411 800 860 0568 Fax 480 303 0922 Matthew Stewart JCl corn Johnson Controls 8380 S Kir �cti.z )tTempe �� r�1a 85234 Arizona • Seett e Dallas Denver FCPS 24 APPLIANCE / GUANIIIEES / CURRENT DRAW (9: IS VOLTS NAC SCHEDULE / VO TAGE DROP CALCULATION 17 %MAXIMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE a 19S (FOR CALCULATIONS) AN HER 1500 0.082 WV 455 3001 0.102 AN - NUR 7504 0.142 AN HER 1100E 0.197 AN CLNG HSBC 1500 0.002 AN CUSS 55BC 300E 0.102 AN CLNG HSRC 7500 0.142 AN CLNG HSRC 9501 0.197 VOLTAGE DROP TOTALS TOTAL CHT. LOAD (AMPS) WIRE GAUGE (18, 15, 14, 12) ESTIMATED CIRCUIT ( LENGTH ACTUAL VOLTAGE DROP 14 ACTUAL VOLTAGE DROP (VOLTS) TOTAL CIRCUIT RESISTANCE MAXIMUM ALLOWABLE CUT. LENGTH CIRCUIT DESCRIPTION 024:01 2ND FLOOR 1 0 0 5 0 00 0 1.067 14 4450. 14.29% 2 915 2.7 Ohms 534 ft. 024:32 2ND FLOOR 2 0 0 4 0 0 0 0 0.952 14 3800. 10.89% 2221 2.3 Ohms 599 ft. B24'V3 2ND FLOOR 4 3 3 0 3 0 1 0 1.448 14 3560. 15.95% 3.254 22 Ohms 394 ft 824.34 2ND FLOOR 7 1 2 2 0 3 I 0 1.802 14 305 f1. 16.54% 3.375 19 Ohms 316 ft. METHOD USED TO CALCULATE VOLTAGE DROP: [(CIRCUIT LENGTH IN FEET X 2) (AMPS) (OHMS / puanee 5unenary 4 5 11 3 2 0 01/11000 (AMPS) 5.269 Wire Resistance At 75 Degrees Celsius 167 Degrees Fahrenheit Ohms/R 10GA . 0.001210 12GA . 0.001930 1406 . 0.003070 1606 . 0.004890 18GA - 0.007770 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) NOTE: LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY, TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS. IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT LENGTH, CONTACT YOUR LOCAL SMPLEXGRINNELL DISTRICT OFFICE. FCPS 2-7 APPUANCE / QUANTITIES / CURRENT DRAW @ 18 VOLTS NAC SCHEDULE / VOLTAGE DROP CALCULATION 17 % MAXIMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE = 19.5 (FOR CALCULATIONS) AN HSR 15cd 0.082 AN HSR 30cd 0.102 AN HSR 75cd 0.142 AN HSR 110cd 0.197 VOLTAGE DROP TOTALS TOTAL CKT. LOAD (AMPS) WIRE GAUGE (18, 16, 14, 12) ESTIMATED CIRCUIT LENGTH ACTUAL VOLTAGE DROP % ACTUAL VOLTAGE DROP (VOLTS) TOTAL CIRCUIT 4ESISTANCF MAXIMUM ALLOWABLE CKT. LENGTH CIRCUIT DESCRIPTION B2 -7:V1 2ND FLOOR 1 0 1 5 1.209 14 375 ft. 13.65% 2.784 2.3 Ohms 471 ft. METHOD USED TO CALCULATE VOLTAGE DROP: [(CIRCUIT LENGTH IN FEET X 2) (AMPS) (OHMS / FT)) Wire Resistance Al 75 Degrees Celsius 167 Degrees Fahrenheit Ohms/ft pllance summary otal Load (AMPS) 1.209 10GA = 0.001210 12GA = 0.001930 14GA = 0.003070 16GA = 0.004890 18GA = 0.007770 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOUD COPPER WIRE) NOTE: LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY, TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS. IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT LENGTH, CONTACT YOUR LOCAL SIMPLEXGRINNELL DISTRICT OFFICE. FCPS 2-8 APPLIANCE/ QUANTITIES / CURRENT DRAW @ 18 VOLTS NAC SCHEDULE / VOLTAGE DROP CALCULATION 17 %MAXIMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE = 19.5 (FOR CALCULATIONS) AN HSR 15cd 0.082 AN HSR 3060 0.102 A/V CLNG HSRC 15cd 0.082 AN CLNG HSRC 75cd 0.142 AN CLNG HSRC 95od 0.197 VOLTAGE DROP TOTALS TOTAL CKT. LOAD (AMPS) WIRE GAUGE (18, 16, 14, 12) ESTIMATED CIRCUIT LENGTH ACTUAL VOLTAGE DROP % ACTUAL VOLTAGE DROP (VOLTS) TOTAL CIRCUIT OESISTANCI MAXIMUM ALLOWABLE CKT. LENGTH CIRCUIT DESCRIPTION B2 -8:V1 2ND FLOOR 1 0 6 3 1 1197 14 350 ft. 12 61% 2.572 2.1 Ohms 476 ft. B2.8:V2 2ND FLOOR 3 0 2 1 0 0.552 14 250 5. 4.15% 0.847 1.5 Ohms 1033 h. B2 -8:V3 2ND FLOOR 0 0 5 2 3 - 1.285 14 415 n. 16.05% 3.274 2.5 Ohms 444 h. METHOD USED TO CALCULATE VOLTAGE DROP: [(CIRCUIT LENGTH IN FEET X 2) (AMPS) (OHMS / FT)] Wire Resistance At 75 Degrees Celsius 167 Degrees Fahrenhelt Ohms/ft p118nce summary 4 13 6 4, otal Load (AMPS) 3 034 10GA = 0.001210 12GA = 0.001930 14GA = 0.003070 16GA = 0.004890 18GA = 0.007770 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) NOTE: LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY, TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS. IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT LENGTH, CONTACT YOUR LOCAL SIMPLEXGRINNELL DISTRICT OFFICE. FCPS 3-9 APPLIANCE / OUANTI11ES/ CURRENT DRAW NAC SCHEDULE / VO TAGE DROP CALCULATION 17 %MAXIMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE 019.5 (FOR CALCULATORS) AIR HSR 1504 0.002 AN HSR 3014 0.102 NV ASH 7564 0.142 AN NSA 11060 0.197 AN CLNG HSRC 1500 0.082 AN CLNG NSRC 3046 0.102 AN CLNG NSRC 7504 0.102 AN CLNG HSRC _ 8504 0.197 VOLTAGE DROP TOTALS TOTAL CET. LOAD (AMPS) WIRE GAUGE (18,16,14, 12) ESTIMATED CIRCUIT LENGTH ACTUAL VOLTAGE DROP % ACTUAL VOLTAGE DROP (VOLTS) TOTAL CIRCUIT RESISTANCE MAXOMUM ALLOWABLE COT. LENGTH CIRCUIT DESCRIPTION B39:VI 3RD FLOOR 1 2 1 3 1 1 0 0 1.203 14 4580. 16.58% 3.383 28 Ohms 474 ft. B3.91/2 3RD FLOOR 0 1 1 5 0 0 0 0 1.229 14 411 f1. 1520% 3.101 25 Ohms 464 ft 839:73 3RD FLOOR 4 0 1 2 0 0 0 0 0.864 14 526 f1. 1368% 2.790 3.2 Ohms 660 ft B3-8 Vd 3RD FLOOR 6 0 2 1 2 0 0 1 1.742 14 3150. 16.52% 3369 1.9 Ohms 3270 METHOD USED TO CALCULATE VOLTAGE DROP: [(CIRCUIT LENGTH IN FEET X 2) (AMPS) (OHMS / FT)[ 11 3 3 0 o 5.038 Wire Resistance AI 75 Degrees Celsius 167 Degrees Fahrenheit Ohms/H IOGA = 0.001210 12GA = 0.001930 14GA = 0.003070 16GA = 0.004890 18GA - 0.007770 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) NOTE: LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY. TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS. IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT LENGTH, CONTACT YOUR LOCAL SWPLEXGRINNELL DISTRICT OFFICE. FCPS 3-10 NAC SCHEbULE / VOLTAGE 01905 CALCULATION 17 %MAXIMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE a 19.5 (FOR CALCULATIONS) AIR HSR 150E 0.082 AN HSR 3000 0.102 Ary HSR 750E 0.142 AIV HSR 1100E 0.197 AN CLNG HSRC 150E 0.082 AN CLNG HSRC 30.E 0.102 AIR CLNG HSRC 750E 0.142 AIR CLNG HSRC 95ed 0.191 VOLTAGE DROP TOTALS TOTAL CHT. LOAD (AMPS) WIRE GAUGE (18, 16, 14,12) ESTIMATEb CIRCUIT LENGTH ACTUAL VOLTAGE DROP ACTUAL VOLTAGE TOTAL CIRCUIT MAXIMUM ALLOWABLE CIRCUIT 03-10:V1 DESCRIPTION FLOOR 03-10:V2 3RD 3RD FLOOR 0 0 0 0 5 1 3 2 1.332 14 4150. % 1664% DROP (VOLTS) RESISTANCE CHT. LENGTH 63.10:03 3RD FLOOR 2 0 0 0 2 0 3 1 0.951 14 38011. 10.88% 3.394 2.219 2.5 Ohms 428k &1-10.04 3RD FLOOR 0 0 0 0 1 3 0.957 14 35011. 1008% 2057 23 Ohms 599 k. 0 0 0 0 ADDllance Summary 3 2 0.869 �_._,._ 14 .......... 55011. 1639% 2935 2.1 Ohms 3.4 Ohms 596 . k 656 k. DROP: (CIRCUIT LENGTH IN FEET X 2) (AMPS) (OHMS / FT)( Wire Resistance At 76 Degrees Celsius 167 Degrees Fahrenheit Ohms/ft 10GA = 0.001210 120A= 0.001930 14GA - 0.003070 1600 = 0.004890 18GA= 0.007770 WIRE RESISTANCE BASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOLID COPPER WIRE) NOTE: LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FOR A SMALL MARGIN OF SAFETY, TAKING INTO CONSIDERATION THE ACTUAL INSTALLED CIRCUIT ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS, IF THE ACTUAL CIRCUIT LENGTH IS GOING TO EXCEED THE MAXIMUM ALLOWABLE CIRCUIT LENGTH, CONTACT YOUR LOCAL SIMPLEXGRINNELL DISTRICT OFFICE. 3v5-5- 5re7 SABEy ARCHITECTURE r• A— Sineul() 3.110 sot ^a_- 51A;k( 1f 0) al i) a. i floc - N0)2412'46 ,ti p 3_ At 156_)15)2S ) W es Iao) )1.) � fit. - S � 0 C.o OCR P . AN Lev i I®t1AT �! 2A 0 SA BEY ARCHITECTURE -L. ,` o F',.00R PLAN LireSi. 2 lm NAY 0? I SAISEY ARCHITECTURE 0 0 kt oOie' PLAN La1EL 9 .0 MT Vi Internap 2"d Floor Offices at Sabey Data Center 3355 S. 120th St. Tukwila, Wa 98168 Job No. 07-2385 Section 1 Cover Sheet This project is broken in to three sections. Each section has it's own permit submittal. The same drawings are being used for each permit submittal, and the sections of work are separated on the drawings. This cover sheet explains work done under Section 1 of 3. Section 1 work is equipment installation in the existing east corridor of the 2nd floor as shown on the drawings. The corridor is getting an Acoustic Tile Ceiling where it is currently open to the deck above. The work being done in this corridor is as follows: 1. Two (2) photoelectric smoke sensors are being installed at the north end of the corridor. The reason for only installing in the north end of the corridor is because a new pre -action system (to be installed under section 3 work) will cover only the north end. The south end of the corridor will continue to be protected by the existing dry system riser. All detection to be connected to Cheetah panel 4 SLC -1 as shown on the drawings. 2. An existing notification circuit is located above the proposed Acoustic Tile Ceiling. The existing circuit is to be brought down to activate three (3) new wall mount horn/strobes within the corridor. Devices in Section 1 Work: Two (2) 63-1021 photoelectric smoke detectors Three (3) MT-24MCW-FR wall mount multicandela horn/strobe Donald Tomaso - Re: Meeting minutes - ck Diamond data center Page 1 YY\ cc(' s cQc_,L 33 SS From: Donald Tomaso To: Richard Simpson (Cochran Electric) Date: 12/29/04 7:57AM Subject: Re: Meeting minutes - Black Diamond data center Richard, FILE I have reviewed the meeting minutes and would like you to add the following items that I had in my notes taken at the meeting. 1) All seal tight conduit under DC plant EPO zone to be removed within 90 days. 2) Fire Alarm control panel power will be not affected by EPO activation. 3) Contractor to provide a written plan for testing of PMM during phased acceptance. If you have any questions let me know. Capt. Don Tomaso Fire Marshal City of Tukwila dtomasoa,ci.tukwila.wa.us »> "Richard Simpson (Cochran Electric)" <v-richas@microsoft.com> 12/27/04 11:08AM »> Don: Please find attached the meeting minutes from the meeting held 12/14/04. Richard Simpson Cochran Electric Black Diamond project phone (206) 786-1134 Microsoft Account Manager Office (425) 706-6137 Mobile (206) 940-0526 CC: Dave Larson FILA C aqac AktctogsercRq7-,-k- Microsoft EPO Meeting Minutes 12/14/04 • The shunt trip for the DC Plant was moved to the electrical room to meet code. • All inspectors agreed that the DC Plant EPO could be tested separately from the shared temporary power. • The three VAV's noted as a deficiency at the last EPO test have been added to the EPO. • All inspectors agreed that the shared temporary power EPO can be tested without shutting down the loads. This will be done by checking for voltage at the relay base. • The electrical inspector will write a correction notice to Cochran for the RTU EPO. The power to these should be shut down, not just a communications signal given. • The electrical inspector will write a correction notice to Cochran for the PMM EPO. These should be shunt tripped in the electrical room rather than at the PMM. • Cochran may apply for a variance for the above corrections. This may take up to 3 weeks. • Cochran will post signs on the RTU's and the PMM's stating that the power to the unit is still energized upon EPO.\ • All inspectors agreed that the data center EPO can be tested in phases as the project progresses. • 1) All seal tight conduit under DC plant EPO zone to be removed within 90 days. 2) Fire Alarm control panel power will be not affected by EPO activation. 3) Contractor to provide a written plan for testing of PMM during phased acceptance. Attendees: Allan Berg — L&I Jack Oxford — L&I Don Tomaso — Fire Department Dave Larsen — Building Department Kelly Waldram — FSS John Coster - Microsoft Corporation Scott Seaton - Microsoft Corporation John Sasser — Sabey John Ford — Sabey Richard Simpson — Cochran Bree Mitchel — Cochran Washington Mutual Representative c o Microsoft EPO Meeting Minutes 12/14/04 • The shunt trip for the DC Plant was moved to the electrical room to meet code. • All inspectors agreed that the DC Plant EPO could be tested separately from the shared temporary power. • The three VAV's noted as a deficiency at the last EPO test have been added to the EPO. • All inspectors agreed that the shared temporary power EPO can be tested without shutting down the loads. This will be done by checking for voltage at the relay base. • The electrical inspector will write a correction notice to Cochran for the RTU EPO. The power to these should be shut down, not just a communications signal given. • The electrical inspector will write a correction notice to Cochran for the PMM EPO. These should be shunt tripped in the electrical room rather than at the PMM. • Cochran may apply for a variance for the above corrections. This may take up to 3 weeks. • Cochran will post signs on the RTU's and the PMM's stating that the power to the unit is still energized upon EPO.\ • All inspectors agreed that the data center EPO can be tested in phases as the project progresses. Attendees: Allan Berg — L&I Jack Oxford — L&I Don Tomaso — Fire Department Dave Larsen — Building Department Kelly Waldram — FSS John Coster - Microsoft Corporation Scott Seaton - Microsoft Corporation John Sasser — Sabey John Ford — Sabey Richard Simpson — Cochran Bree Mitchel — Cochran Washington Mutual Representative Internap 2nd Floor Offices at Sabey Data Center 3355 S. 120th St. Tukwila, Wa 98168 Job No. 07-2385 Table of Contents 1.0 Cheetah Classic Adressable Devices 1.1 Analog Photoelectric Sensor (63-1021) 1.2 Analog Thermal Sensor (60-1028) 1.3 Analog Sensor Base (60-1023) 1.4 Fast Response Contact Module (55-019) 1.5 Solenoid Releasing Module (55-022) 2.0 Booster Power Supply 2.1 8 -Amp 24 -Volt Remote Power Supply (FCPS-24S8) 3.0 Notification Devices 3.1 Ceiling Mount Multicandela Horn Strobe — Red (AS-24MCC-FR) 3.2 Wall Mount Multicandlea Horn Strobe — Red (MT-24MCW-FR) 4.0 Calculations 4.1 FCPS-24S8 Voltage Drop Calculations (on drawings) 4.2 FCPS-24S8 Battery Calculations (on drawings) FROM Port Plastics, Inc. 1228 Andover Park East Tukwila, WA 98188 206 575-4994, FAX 206 575-6920 www. portplastics. com DATE: FAX TO:RoAl FAX FROM: JOHN WARD TOTAL NUMBER. OF PAGES: SUBJECT: CFRI)NOV 10 2006 12: T.12:20/140.7,500000620 P 1 Cv7operri I bbT- 172-7_ KLEERSTRWP STRIPPING PHYSICAL PROPERTIES MATERIAL PROPERTY ASTM TEST METHOD DIN TEST METHOD UNIT STANDARD USDA/ LOW -TEMP Hardness Shore A (15 sec.) D-2240 53505 74 73 Tensile Strength 0 break 0-638 53455 PSI 2610 2333 Elongation CO break D-638 53455 % 302 317 Tear Resistance D-1004 53515 lb/In. 324 272 Cold Temperature Resistance D-746 53372 °F -36° -76° Light Transmittance Hunter ---- % 2.82 3.94 Weather Resistance 0 500 hrs. QUV 53384 Delta E 4.31 36.75 Flammability D-2863 ---- 19 19 a s 0 Los Angeles San Diego San Jose Seattle Portland Phoenix Denver Dallas/Ft. Worth NOV-14-06 TUE 03:40 Phi PtiURETHANES INC Vapor Pressure N/A Vapor Density N/A Boiling Point N/A Freezing /Melting Point Melts 380°F - 450°F May degrade above 300°F (150°C) Solubility in Water Insoluble Specific Gravity 1.05 -1.25 Evaporation Rate N/A Other None Section 10: Stability and Reactivity x Stable o Unstable Conditions to Avoid: None FAX NO. 512733 P. 04 0?T‘ort 4,h? Incompatibility With Other Material Strong acids or bases Hazardous Decomposition or By-products Decomposition through burning produces fumes consisting of organic particulate, gaseous hydrocarbons, carbon dioxide, carbon monoxide and may contain traces of toluene diisocyanate (TDi) or diphenylmethane diisocyanate (MDI), other isocyanates, curatives, hydrogen cyanide, acrolein and oxides of nitrogen. Hazardous Polymerization May Occur Hazardous Polymerization Will Not Occur Conditions to Avoid: o Hazardous Polymerization May Occur x Hazardous Polymerization Will Not Occur Conditions to Avoid: None Section 11: Toxicological Information Toxicological Data Under normal conditions not applicable. Section 12: Ecological Information By Theodore J. Rogan & Associates, Inc, June 22, 2005 OVflOv'J Diversified Silicone Products, Inc. 13937 Rosecrans Ave. Santa Fe Springs, CA 90670 Tel: (562) 404-8942 Fax: (562) 404-1323 e. DESCRIPTION: SILICONE SHEETING FLAME RESISTANT "50FR" Flame Resistant silicone sheeting is designed to be used in applications where self extinguishing and resistance to flammability characteristics to certain specifications are needed. Material is available in 50 durometer in various colors. Sheet thickness ranges from 1/64" up to 1" thick. Available width is up to 60" wide. Call customer service for many other variations of this material. SPECIFICATIONS: BSS7230 UL94-VO FAR25.853 PHYSICAL PROPERTIES PROPERTIES Test Method Typical Properties Specific Gravity, G/CC ASTM D297 1.22 Durometer, Shore "A" ASTM D2240 50 +/-5 Tensile Strength, PSI ASTM D412 1000 Elongation, % ASTM D412 400 Tear, PPI DIE "B" ASTM D624 120 Temperature Range (F) Continuous -65 to +450 The above values are typical properties and are provided for information only. They should not be used to set specification requirements. It is up to the end user to determine whether the material is suitable for the intended application. 2 FIRE CHIEF 1jO1IIPMENT 7661 159th Place NE - Redmond WA. 98052 Ph: 425-641-2127 Fax: 425-562-6662 In response to: Microsoft Tuk 5 Permit Review Comments November 13, 2008 City of Tukwila 444 Andover Park East Tukwila, Wa 98188 FILE FCE Job#: 08-1771 RE: Plan Review #08-F-485 Mr. Al Metzler: We have received your permit review comments regarding Microsoft MS Tuk 5. This letter is in response to those comments. We plan to proceed as follows. 1. Sheet FA3.2 (Notification) states that you would like certain horn/strobes to be increased in candela coverage and require adding a horn/strobe. a. Device 18-2-6 is to be increased to 110cd. We shall adjust. b. Device 18-2-3 is to be increased to 75cd. We shall adjust. c. Device 18-1-1 is to be increased to 75cd. We shall adjust. d. NEW device (30cd) to be added outside of Stair #5 facing east. We shall install. 2. Sheet FA3.4 (Under Floor VESDA) comments that there is no VESDA installed in the north east corridor under floor. The reason VESDA has not been installed in that area is because there will be no equipment there, and it is not a path of airflow. I have attached a drawing that better details the HVAC system. a. Supply air is sent down from rooftop units via supply shafts that outlet in to the under floor. b. Cool air then comes up through floor tiles and enters server room, cools equipment, and enters above tile ceiling. c. Return shaft is located above ceiling. As there are not floor tiles that allow air to enter the server room in this corridor, VESDA has not been supplied there. Please review the attachment and approve the installation under floor as designed. We await your response. Thank you Sincerely, Jon Sellar Fire Chief Equipment jonsfire-chief.com 425-641-2127 ext. 230 USPS Mail: P.O. Box 659 Redmond, Wa 98073-0659 Alan Metzler - Smoke Detectors re: M08-140 FILROPY 3uEc "snid.Y'. .A' Y� i".t.`#:g:; �.T, «c .,a. „✓, T ; �,.eRS �, xS.r91& w+}.iy: Page 1 of 2 From: Alan Metzler To: Bob Winfrey Date: 03/19/2009 10:07 AM Subject: Smoke Detectors re: M08-140 CC: Alan Metzler; Bill Fetterley; Bob Benedicto; Dave Larson; Erika Horowitz (Olympic Associates); Patrick McQueen Bob - As these detectors are not required per the International Mechanical Code, they may be removed and therefore be disconnected from the fire alarm control panel. Please keep in mind that the detectors must be "physically removed" from the system. Also, the fire alarm company will need to obtain a shutdown number from the fire dept. to do the work. Thanks, Al Al Metzler Fire Project Coordinator Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 (206) 575-4407 Phone (206) 575-4439 Fax ametzler@ci.tukwila.wa.us »> "Bob Winfrey" <Bob.Winfrey@callison.com> 03/18/2009 3:26 PM »> Al, Regarding our conversation today about mechanical permit number M08-140, Microsoft Data Center, aka TUK5,' at 3355 120th Place,, I would like to submit the following: The mechanical system for the UPS room (on the first floor) consists of two roof top units (primary and redundant). These units provide the HVAC for the UPS room only, with no other connected areas within the building. The connection is a fire -rated shaft with a smoke damper. The roof top units were ordered without smoke detectors as it was determined by code that we did not need them because of the aforementioned condition. The permit documents were approved without the detectors indicated. The units shipped with detectors and when we were receiving our final for the mechanical systems, the inspector required us to connect them. At the present time these detectors are wired into the fire detection system. We have also received our final on this project after we complied with the inspector's requirement. We would like to remove these detectors from the units. This condition has been discussed with the building department (Dave Larson and Bob Benedicto) and was approved as well. Thanks for your help on this. Bob FYI .. Building Permit # D08-276 Mechanical Permit # M08-140 Plumbing/Gas Permit # PG08-149 file://C:\Documents and Settings\metzler-a\Local Settings\Temp\XPgrpwise\49C21961tu... 03/19/2009 SABEY DATACENTER Sabey DataCenter LLC 3355 South 120'h Place Seattle, WA 98168 206/ 243-0175 main line 206/243-0260 fax line www.sabeydatacenter.com FILE COPY To: Don Tomaso From: John Sasser Fax: 206-575-4439 Pages: 4 Phone: 206-575-4404 Date: 8/17/07 Fax Re: CC: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle COMMENTS: Hi Don — Here are the sketches for the suite designations in Building 5 — per our earlier discussion. Please take a look at it and let me know if' I need to make any adjustments. Thanks, John 02002 Sabey DataCenter LLC. All rights reserved. The information contained in this document Is confidential and/or proprietary information. No part or this document may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without the prior permission of Sabey DataCenter LLC. Revision 1.0 Page 1 of 1 V W m ritY rJ V1 _ r'1 ,C7) Cf) 4 \ own• T 4 aMO'NWwaL i3i4\Ci6tNIM'v a M9N\9 907 atvAti Nzi-inY�-9!\l°1b'3•m1\:$ f IN QMO'Nr4ping Wag\6®NIM'ertiC N\S riot\ mai!`Nai.zawn-eni-mry-igma 91rig M314\T.'�Gi�\%i7atf rust -1 .91V-sv�•9IN: S N C POWER SYSTEMS GENERATOR SET TEST DATA CUSTOMER Yancey PURCHASE ORDER NO S PROJECT ENGINEER R Turner JOB NAME Intemzp PACKAGE SM PACKAGE MIN CaterOw TEST DATE ENGINE S/N PBR00809 ENGINE M/NMODEL 3516C PRE TEST CHECK OUT TESTED BY R Turner GENERATOR S/N GENERATOR MIN SR4B-GD RATED KVA........ 2812 RATED PF........ 08 RATED LINE AMPS......... 3382 RATED KW. .. . 2250 RATED L -L VOLTS.......... 480 RATED TEMP RISE ....... ao RATED FULL LOAD EXCITER VOLTS....... 37 RATED FULL LOAD EXCITER AMPS........ 8 ENGINE PRE START CHECK LIST PRIOR TO OPERATING THE UNIT, THE FOLLOWING PRE -START INSPECTIONS ARE TO COOLING SYSTEM COOLING SYSTEM IS FULL ok ANTIFREEZE/WATER % 50 ELC or DEAC elc COOLING WATER CONNECTIONS ARE SECURE ok DRAIN VALVES ARE SECURE ok VENT LINES ARE IN PLACE AND SECURE ok RADIATOR CAP IS IN PLACE ok JACKET WATER TEMPERATURE PRIOR TO START 112 FUEL SYSTEM FUEL CONNECTIONS ARE TIGHT & LEAK FREE ok FUEL FILTERS ARE SECURE ok GOVERNOR LINKAGE IS FREE FROM BINDING na FUEL SYSTEM IS FREE OF AIR ok DAY TANK FULL OF FUEL ok FUEL TYPE/API INTAKE SYSTEM AIR CLEANERS ARE SECURE ok HUMP HOSE CONNECTIONS ARE TIGHT ok EXHAUST SYSTEM EXHAUST FREE OF OBSTRUCTIONS ok EXHAUST CONNECTIONS ARE SECURE ok LUBE OIL SYSTEM ENGINE CRANKCASE IS FULL OF OIL ok OIL FILTERS ARE SECURE ok OIL DRAIN VALVE IS SECURE ok ENGINE IS FREE FROM LEAKS ok MECHANICAL INSPECTION FOR LOOSE BELTS ok INSPECT FAN AND DUCTWORK ok INSPECT SUPPORTS ok ATTACHMENTS SECURE ok LUBRICATION POINTS ok PROPER ADJUSTMENT OF VIBRATION ISOLATORS ok VIBRATION MEASUREMENTS RECORDED na BE PERFORMED TO VERIFY THE UNIT IS IN COMPLETE OPERATING CONDITION. ENGINE ROOM VENTILATION LOUVERS FUNCTIONAL ok INTAKE/OUTLET FREE OF OBSTRUCTION ok ENGINE ROOM TEMPERATURE ACCEPTABLE ok STARTING SYSTEM BATTERY CABLES ARE TIGHT ok ELECTROLYTE LEVEL ok BATTERY CHARGER OPERATING CORRECTLY ok JACKET WATER HEATER OPERATING CORRECTLY ok GENERATOR GENERATOR HEATERS ON FOR 48 HOURS PRIOR TO STARTING? na GENERATOR ALIGNMENT PERFORMED (ATTACH WORK SHEETS) ok GENERATOR SET PROPERLY GROUNDED ok REMOTE ANNUNCIATOR VERIFY WIRING TERMINATIONS TO REMOTE ANNUNCIATOR PANEL swgr LOAD BANK CONNECT LOAD BANKS AND VERIFY PROPER OPERATION na AUTOMATIC TRANSFER SWITCH MANLFACTURER ATS 1 ATS 2 ATS 3 MODEL # na SERIAL # na TIME DELAYS ENGINE START na XFER TO EMER na XFER TO NORM n a ENGINE COOLDOWN COMMENTS N C POWER SYSTEMS GENERATOR SET TEST DATA CUSTOMER Yancey-RoScon PURCHASE ORDER NO 0 PROJECT ENGINEER Alvin Mlnor JOB NAME Imemap PACKAGE S/N PACKAGE MM Caterpillar TEST DATE ENGINE S/N PBR00612 ENGINE MMMODEL 35160 PRE TEST CHECK OUT TESTED BY GENERATOR S/N 55200401 GENERATOR M/N SR4e_G0 RATED KVA.......... 2812 RATED PF...... 08 RATED LINE AMPS.......... 3228 RATED FULL LOAD EXCI-ER VOLTS........ 37 RATED KW ...... 2250 RATED L -L VOLTS.......... 480 RATED TEMP RISE ...... 130 RATED FULL LOAD EXCITER AMPS........ 8 ENGINE PRE START CHECK LIST PRIOR TO OPERATING THE UNIT, THE FOLLOWING PRE -START INSPECTIONS ARE TO COOLING SYSTEM COOLING SYSTEM IS FULL ok ANTIFREEZE/WATER % 50% ELC or DEAC ELC COOLING WATER CONNECTIONS ARE SECURE ok DRAIN VALVES ARE SECURE ok VENT LINES ARE IN PLACE AND SECURE ok RADIATOR CAP IS IN PLACE ok JACKET WATER TEMPERATURE PRIOR TO START 115 FUEL SYSTEM FUEL CONNECTIONS ARE TIGHT & LEAK FREE x FUEL FILTERS ARE SECURE ok GOVERNOR LINKAGE IS FREE FROM BINDING na FUEL SYSTEM IS FREE OF AIR ok DAY TANK FULL OF FUEL ok FUEL TYPE/API INTAKE SYSTEM AIR CLEANERS ARE SECURE ok HUMP HOSE CONNECTIONS ARE TIGHT ok EXHAUST SYSTEM EXHAUST FREE OF OBSTRUCTIONS ok EXHAUST CONNECTIONS ARE SECURE ok LUBE OIL SYSTEM ENGINE CRANKCASE IS FULL OF OIL ok OIL FILTERS ARE SECURE ok OIL DRAIN VALVE IS SECURE ok ENGINE IS FREE FROM LEAKS ok MECHANICAL INSPECTION FOR LOOSE BELTS ok INSPECT FAN AND DUCTWORK ok INSPECT SUPPORTS ok ATTACHMENTS SECURE ok LUBRICATION POINTS ok PROPER ADJUSTMENT OF VIBRATION ISOLATORS ok VIBRATION MEASUREMENTS RECORDED na BE PERFORMED TO VERIFY THE UNIT IS IN COMPLETE OPERATING CONDITION. ENGINE ROOM VENTILATION LOUVERS FUNCTIONAL ok INTAKE/OUTLET FREE OF OBSTRUCTION ok ENGINE ROOM TEMPERATURE ACCEPTABLE ok STARTING SYSTEM BATTERY CABLES ARE TIGHT ok ELECTROLYTE LEVEL ok BATTERY CHARGER OPERATING CORRECTLY ok JACKET WATER HEATER OPERATING CORRECTLY ok GENERATOR GENERATOR HEATERS ON FOR 48 HOURS PRIOR TO -STARTING? not connected GENERATOR ALIGNMENT PERFORMED (ATTACH ok WORK SHEETS) ok GENERATOR SET PROPERLY GROUNDED ok REMOTE ANNUNCIATOR VERIFY WIRING TERMINATIONS TO REMOTE ANNUNCIATOR PANEL na LOAD BANK CONNECT LOAD BANKS AND VERIFY PROPER OPERATION na AUTOMATIC TRANSFER SWITCH MANUFACTURER ATS 1 ATS 2 ATS 3 MODEL # na SERIAL # na TIME DELAYS ENGINE START na XFER TO EMER na XFER TO NORM na ENGINE COOLDOWN na COMMENTS rut., dean... gent noes ss needed Replaced fuel transfer pump Inlet Ming leaking hfuel Louvers gravity type N C POWER SYSTEMS GENERATOR SET TEST DATA CUSTOMER Yancy,rudcon PURCHASE ORDER NO 0 PROJECT ENGINEER Nim Minor JOB NAME Intemap PACKAGE S/N PACKAGE MM Caterpillar TEST DATE -5 ENGINE S/N PBRSO6810 ENGINE MMMODEL 35160 PRE TEST CHECK OUT TESTED BY R Turner GENERATOR S/N G5J00a00 GENERATOR M/N su-s RATED KVA.......... 2812 RATED PF. .. .. 08 RATED LINE AMPS... .. 3382 RATED FULL LOAD EXCITER VOLTS........ 37 RATED KW.......... 2250 RATED L -L VOLTS.......... 080 RATED TEMP RISE. ... 130 RATED FULL LOAD EXCITER AMPS...... ENGINE PRE START CHECK LIST PRIOR TO OPERATING THE UNIT, THE FOLLOWING PRE -START INSPECTIONS ARE TO COOLING SYSTEM COOLING SYSTEM IS FULL ok ANTIFREEZE/WATER % 50% ELC or DEAC ELC COOLING WATER CONNECTIONS ARE SECURE ok DRAIN VALVES ARE SECURE ok VENT LINES ARE IN PLACE AND SECURE ok RADIATOR CAP IS IN PLACE ok JACKET WATER TEMPERATURE PRIOR TO START 111 FUEL SYSTEM FUEL CONNECTIONS ARE TIGHT & LEAK FREE x FUEL FILTERS ARE SECURE ok GOVERNOR LINKAGE IS FREE FROM BINDING na FUEL SYSTEM IS FREE OF AIR ok DAY TANK FULL OF FUEL ok FUEL TYPE/API INTAKE SYSTEM AIR CLEANERS ARE SECURE ok HUMP HOSE CONNECTIONS ARE TIGHT ok EXHAUST SYSTEM EXHAUST FREE OF OBSTRUCTIONS ok EXHAUST CONNECTIONS ARE SECURE ok LUBE OIL SYSTEM ENGINE CRANKCASE IS FULL OF OIL ok OIL FILTERS ARE SECURE ok OIL DRAIN VALVE IS SECURE ok ENGINE IS FREE FROM LEAKS ok MECHANICAL INSPECTION FOR LOOSE BELTS ok INSPECT FAN AND DUCTWORK ok INSPECT SUPPORTS ok ATTACHMENTS SECURE ok LUBRICATION POINTS ok PROPER ADJUSTMENT OF VIBRATION ISOLATORS ok VIBRATION MEASUREMENTS RECORDED na BE PERFORMED TO VERIFY THE UNIT IS IN COMPLETE OPERATING CONDITION. ENGINE ROOM VENTILATION LOUVERS FUNCTIONAL ok INTAKE/OUTLET FREE OF OBSTRUCTION ok ENGINE ROOM TEMPERATURE ACCEPTABLE ok STARTING SYSTEM BATTERY CABLES ARE TIGHT ok ELECTROLYTE LEVEL ok BATTERY CHARGER OPERATING CORRECTLY ok JACKET WATER HEATER OPERATING CORRECTLY ok GENERATOR GENERATOR HEATERS ON FOE 48 HOURS not connected PRIOR TOSTARTING? not connected GENERATOR ALIGNMENT PERFORMED (ATTACH ok WORK SHEETS) ok GENERATOR SET PROPERLY GROUNDED ok REMOTE ANNUNCIATOR VERIFY WIRING TERMINATIONS TO REMOTE ANNUNCIATOR PANEL na LOAD BANK CONNECT LOAD BANKS AND VERIFY PROPER OPERATION na AUTOMATIC TRANSFER SWITCH MANUFACTURER ATS 1 ATS 2 ATS 3 MODEL # na SERIAL # na TIME DELAYS ENGINE START na XFER TO EMER na XFER TO NORM na ENGINE COOLDOWN na COMMENTS I make lovers gram, operaeon Replaced fuel transfer pump Nkt Ming bllyo. maa 0*** 01* 1111 11 111"11-1 1111 1111 111 INN IAPm1 1 AIHIiilIliiIflhIllIIlIlIIIIIIiI MEN MIMIMMI 11111111LIN pwq1111111111111111.1d 1111111111111111111111111111111ji •••• .••• ••• 11111111111111111 1_11 4It r al• Is 1E: im•E•mummissi 2R: 11 ri I EMEIMIUMUMMIIIMMIN (A° o z -60 14413 CO (1) Cl/ r0- inwommor 11 MR - 1 rr rr c. ( L} 141 ,,, , ,, • ' . • , , • , ' , ql ' . ( • ' , - •1•1": - .:',III:r _: __, . , iiinii 1 1 1 1•1 • ' ,- t, • -,!' L- - --X M II I j En IR ' PI IIIIIIIIMIIIIII -L- I 5t. ,,.. - V.V.)114kb4P. ,t` ' I I Bill i-- ,-,- - h 11111 1111111 •1: • f:LH- . 1- • 11111111 ' ' EMINI Sr Or -4----...m..-...4.4 . _ 1 3.1,70,-. IP Ramer 1 • __ w.,..0 .......m. . ' ( ( . - fi' L. . , ..... I- . i I ..„._ - , ' 1-.H. ' • - ' ! .' ' ' , 1 ,--(-T ' ' ---r---': 1; .. ' , " - 1 ' 1._ :.,.._.....t... ,____ .-I.- ,, --"' '7015.--4.: I ., ' '', ':'" + - W 7 « i : ' i. -. ' W. r=1-1 ..... . P,.., , 1 i . 7. l.r" 1"-, , ,, ' ' I.,,.___ __,. .I, JAL • - 's -'k - '''-'1---- ,_ ,.. I i'.''1. -r- • i1 _ _ ,. = • .., M riallin 11 11U11111111111 1:11:1111= 11 LT -T - >'• —I fil ,. -•-----.' tr---'• I --- -- •••' ',5 i;''(- ,-; 4','-' - ,,, r -. r• ,.:, ,, , '", -- (5 5, 1, ,. . . . - .. - -- -- -14-1111EN 11 11 11 1 I ' d... r .. . : . 7 , - - - -1 11111811111111 }111E1111 11 1 -- - 11111113111111111F •1 -1. , i .. .. f .... 1--'-' , . . 3 .1... ,I, . t ' 1'. • _ -.±:___ , P__ - ..• ' - " .. ''-- ' .„ — - , -. A-- -1-7, , -,_ - --L.' .1-'-r- ; ( T-1- 1- --,--. 0,7 -,--- 5,.. i -5-,- _ : - - -, • , :.., .5 ir —1, ---- ' . .-;--5.-- --,5,-- _, FI Ei . 4 ---, -.-'-' - ME---fflisnil----- - - - - - -1.- ..-. 4''' ,i-, . EN 11111•11”l" MO= ..... Al ... '. 1....11.1t 1111111 ---'1 El ,:i I 1 ' ; " 411"" • ' ; , +- (- r r ' 4- ri. 111 .1' -1 ' l'1 ' 1'1 1.1' T1 ' ,, ' -, • 11111111 1 - MINIIIMIIII Intilin :1'4,,, 5,-,_ .: ''.-J, : ''•-•-: ,,, 5 hr : '>"-+,..." , r- . =ME 5__ 4- 619.1.111711 II= - DP - ' - '-r . . RIMMI 1110111111111nrall Min. . 1111Erm NMI 41,..j II kOE '4'..1 1 c) 1111111' , 111111111111 .....= _ 1 ' ' ' i 74 .,.. .., - i • ''' • t 1 i 'I, ,__ r•-••• 1 ..D1 • 4'7 r :' ,, . - - -.. -.• - 4 I ....E.."'" -• 2-.-!•1 " -1 - '-i-41.- LiE -E- TI: (ok ''-' (...., ,, 4 -4' 7 -1.--- r)".'"'. 1- - :-.; . - ,l' -r -W-.',1-, ;Al' . ''' r-'-' ' i ,(- fil •• si",.' , ,-,,-, ; ,,, ., --.5,______. ' —V-'' ' 72 0 ... 0 ! :, ,_ ,,, •-, -1. _T _. (t' ':- ',- :-l_,"- '' i' ---- ' 1111 111111IN FM 'M jj WNW . AD ,[..... '• ,1 t- . 0 t rf. . '• i f , f 7 • - - } t MIMI .---' la ,...4- : lil ' 1.:-5::. 11111111 1111111111111111 11111111 -:, - , , • 1 11-1E; 11. , - -- •H. __.... J1,4 ,, iiimul milInniiinil liniiii -, .,.. 4-- ... ,••„-__ -.-:- KM TT:: ,i -,.;-• -•,:,i 1 ..c• -4-1- in MEM_ 1 1 ••:., -- - 1 11111111 -I-T —i1 -1--I -1 0 • ",' ' - • • ',:,. 1 , -',' IT- . ,-( (''' , 3 - -- ..) i ' ,-, -1,- i.i&r!.2.,_, - - 1.7. , , - r,-- - P-1 1.--- ; , - "-' - i ---A aa- - --"T----____ . i _, .1 Er, CD CO J REVIEW COMMENT REVISION 3RD FL. VESDA REVISION 10/31/08 10/28/08 A REVISED PERMIT SUBMITTAL SET PERMIT SET 09/04/08 08/23/08 REV DE52E08000 DATE MICROSOFT TUK 5 3355 S 120TH ST. TUKWILA, WA 98168 PROJECT: FIRE ALARM INSTALLATION AND PRE—ACTION REVISIONS r!F/RE CH/EF EQUIPMENT SHEET DESCRIPTION. 380 FLOOR VESDA U F PLAN 7661 15918 Noce NE Redmond. WA. 98052 (425) 641-2129 FAX (425) 562-6662 B N I Page 1 of 2 Alan Metzler - Smoke Detectors re: M08-140 From: Alan Metzler To: Bob Winfrey Date: 03/19/2009 10:07 AM Subject: Smoke Detectors re: M08-140 CC: Alan Metzler; Bill Fetterley; Bob Benedicto; Dave Larson; Erika Horowitz (Olympic Associates); Patrick McQueen Bob - As these detectors are not required per the International Mechanical Code, they may be removed and therefore be disconnected from the fire alarm control panel. Please keep in mind that the detectors must be "physically removed" from the system. Also, the fire alarm company will need to obtain a shutdown number from the fire dept. to do the work. Thanks, Al Al Metzler Fire Project Coordinator Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 (206) 575-4407 Phone (206) 575-4439 Fax ametzler@ci.tukwila.wa.us »> "Bob Winfrey" <Bob.Winfrey@callison.com> 03/18/2009 3:26 PM »> Al, Regarding our conversation today about mechanical permit number M08-140, Microsoft Data Center, aka TUK5, at 3355 120th Place, I would like to submit the following: The mechanical system for the UPS room (on the first floor) consists of two roof top units (primary and redundant). These units provide the HVAC for the UPS room only, with no other connected areas within the building. The connection is a fire -rated shaft with a smoke damper. The roof top units were ordered without smoke detectors as it was determined by code that we did not need them because of the aforementioned condition. The permit documents were approved without the detectors indicated. The units shipped with detectors and when we were receiving our final for the mechanical systems, the inspector required us to connect them. At the present time these detectors are wired into the fire detection system. We have also received our final on this project after we complied with the inspector's requirement. We would like to remove these detectors from the units. This condition has been discussed with the building department (Dave Larson and Bob Benedicto) and was approved as well. Thanks for your help on this. Bob FYI .. Building Permit # D08-276 Mechanical Permit # M08-140 Plumbing/Gas Permit # PG08-149 file://C:\Documents and Settings\metzler-a\Local Settings\Temp\XPgrpwise\49C21961tu... 04/13/2009 Cont'erjnt TECHNOLOGIES June 17th, 2010 Scope of work narrative for revisions to VESDA system MSN 2"d and 3`d floor Server Rooms at TUK 5 3rd floor — early warning and pre -action control: o Provide VESDA detection across return chimneys in four locations. o Use VLP head for location with 2X6 return chimneys, with one pipe per 6 returns o Use VLC for location with 2X1 return chimneys. VESDA pipe to "T", to support revision to VLP at some point in the future (as necessary). o Add modules to monitor VESDA contacts, to link to Fike panel and charge pre -action sprinklers (this work to be supported by Fire Chief, as a subcontractor to Convergint). o Add power supply for new VESDA heads. o Circuit new VESDA heads to existing VSM4 front end, including terminations to existing VESDA High Level Interface (HLI) to NOC o Circuiting will be extension of existing Class A network to HLI o Modify existing VSM4 software on PC in NOC 2nd floor — early warning only: o Provide VESDA detection across return chimneys in one location. o Use VLC for location coverage, using power from existing power supply. o Circuit new VESDA heads to existing VSM4 front end, including terminations to existing VESDA High Level Interface (HLI) to NOC o Circuiting will be extension of existing Class A network to HLI o Modify existing VSM4 software on PC in NOC C0i C 4.70 -7,i , irq,c.ic .a a en1 e S S to 'CC r cR r tor. a'n �,r ;e', r• O ise 125272 22 • F x ^25 :51 "r+49 • �h r L, i 98057 WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs Jose A. Buitrago Senior Field Representative! Plan Review jose.buitrago@wsrb.com 206.273.7157 December 17, 2008 PLAN SHEETS 1 of 1 SUBJECT King Co. Data Center - Tenant Improvement 3355 — South 120th Street Tukwila, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The use of sprinklers of different orifice sizes in the same fire area shall not be permitted as per NFPA 13. 2. Extended coverage -type sprinklers are not recommended for fire insurance rating purposes. For improved fire insurance rating standard coverage sprinkler should be used instead of Extended Coverage sprinklers. 3. Hangers should be installed according to UL listing and as specified by NFPA 13. 4. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible roof or blind space, and to roof skylights. nId 1 e ekkc'cE °°C Serving the Property and Casualty Insuran l ICt F � tak �e c ', �� t° 1Z t to , e aye ce e, as 1 A� 4'` C. , ve e X6\15 + ey �het;,e� _d s°�a\ —44 Sabey Providence 3355 S. 120th St. Tukwila, Wa 98168 Job No. 08-1630 Phase 3 Cover Sheet This project is broken in to three phases. Each phase has it's own permit submittal. The same drawings are being used for each permit submittal, and the phases of work are separated on the drawings. This cover sheet explains work done under phase 3 of 3. 3. Providence Floor 2 Server Room A. Provide addressable 134°F heat detectors, for Pre Action release (per Sabey Bldg Standards) on finished ATC ceiling, nominal spacing 400 ft2 sensors. (no subfloor detection provided) B. Provide horn/strobes and connect to existing booster power supply FPS7A output 3. C. Provide fire alarm stations at exits. D. Provide duct detectors for each of 4 AHU unit (8 total). E. Tie-in, cut over, and program changes to integrate into existing fire alarm system and pre -action systems. F. Provide relay module to convert 24vdc non-resettable power to resettable for duct detectors. G. Provide 3 addressable modules to supervise (future) FM - 200 panel to be provided by owner. H. Control of Fire alarm, Preaction system and Evacuation alarms, via existing Bldg CP -7 panel. Equipment in Phase 3 Work: Sixteen (16) 60-1028 134°F addressable heat detectors Ten (10) 55-031 FROM addressable monitor modules. Four (4) 55-030 FROM addressable mini monitor modules. (for pull stations and EOLR-1) Eight (8) 63-033 conventional duct smoke detectors Two (2) 20-1061 Conventional fire alarm pull stations One (1) 55-023 R2M addressable dual relay module One (1) EOLR-1 24v end of line supervision relay Eight (8) RTS -451 KEY key operated remote test stations (for duct detectors) Four (4) PC2R Ceiling mount multi -candela horn/strobe J Hydraulic Overview ' - Job Number: 8469 Report Description: Ordinary Group Job Job Number 8469 Design Engineer Job Name. KING CO DATA CENTER Phone FAX Address 1 3355 S 120TH PLACE State Certiflcatiorkicense Number Address 2 AHJ CITY OF TUKWILA City TUKWILA State WA Zip Code 98168 Job Site SABEY DATA CENTER System Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 1967.56ft2) Most Demanding Sprinkler Data 14K K-Factor 49.10gpm at 12.300psi Hose Streams 250.00gpm Coverage Per Spnnlder 256.00ft2 Number Of Sprinklers Calculated 12 System Pressure Demand 86.048psi System Flow Demand 607.21gpm Total Demand 857.21gpm @ 86.048psi Pressure Result +19.315psi (18.3%) Supplies Check Point Gauges Node Flow(gom) Hose Flow(gom) Static(osi) Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(gam) 1 1481.00gpm 250.00gpm 113.000psi 92.000psi If rititrillail 6'4111140 0001° 8469=FP-L2-b.cad Supply at Node:1 (1481.00gpm, 250.00gpm, 113.000psi, 92.000psi) 0 0 0 0 0 0 0 0 0 0 0 0 150 135 120 _Static Pressure 113.000psi 0 0 R ° o ° i 1 I j I I .: i f J 1. - 7 ' ern F_i 'k, '.-�.. 0 ° • t� v ° 0 ° 105 Q 90 ai 1481.00gpm @ 92.000psi 75 �' 857.21 gpm with hose streams L- 60 System demand curve 45 30 0 0 0 0 0 0 0 0 ��;o0 0 15 DIlllllllllllllllllll uluull minim 111111111 lltfultl 111111111 111111111 0 00450 600 750 900 1050 1200 1350 1500 Water flow, gpm h © M.E.P.CAD, Inc. 411 AutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:38PM Page 1 Node Analysis Job Number: 8469 Report Description: Ordinary Group Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 253 36'-8" P0(5'-9") 24.391 psi 266 36'-8" mecT(5'-9") 24.505psi 291 35-0" P0(5'-9") 35.394psi 292 35-6" T(5'-9") P0(5'-9") 22.699psi 36.258psi 294 37-7'/z' 305 36'-8" P0(5'-9") 25.207psi 377 35-0" P0(5-9") 36.509psi 379 36-8" P0(5'-9") 37.164psi 381 36-8" P0(5'-9") 27.502psi 399 35-0" mecT(5'-9") 37.526psi 405 36'-8" mecT(5'-9") 29.716psi 411 36'-8" mecT(5'-9") 37.956psi 394 35'-0" P0(13'-7%') 43.728psi 404 35'-0" P0(13'-7'/2') 43.489psi 443 35'-0" P0(13' -7'/z') 45.495psi 446 4'-0" E(13'-11") 84.897psi 103 30'-0" Spr(-9.433psi), fd(9'-0") 9.433psi 43.00gprr 106 30'-0" Spr(-11.756psi), fd(9'-0") 11.756psi 48.00gprr 109 30'-0" Spr(-12.025psi), fd(9'-0") 12.025psi 48.55gprr 108 30'-0" Spr(-11.991psi), fd(9'-0") 11.991psi 48.48gprr 104 30'-0" Spr(-10.720psi), fd(9'-0") 10.720psi 45.84gprr 111 30'-0" Spr(-12.613psi), fd(16'-0") 12.613psi 49.72gprr 107 29'-0" Spr(-16.347psi), fd(9'-0") 16.347psi 56.60gprr 101' 29'-0" Spr(-12.300psi), fd(9'-0") 12.300psi 49.10gpr-- 110 29'-0" Spr(-16.855psi), fd(9'-0") 16.855psi 57.48gprr 112 29'-0" Spr(-14.481 psi), fd(16'-0") 14.481 psi 53.28gprr 105 29'-0" Spr(-15.532psi), fd(16'-0") 15.532psi 55.17gprr (A� © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:39PM Page 2 Hydraulic. Analysis Job Number: 8469 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Route 1 AO 1.0800 Q=49.10gpm 17.20fps C=120 0.594810 101 381 29'-0" 36-8" q=49.10gpm K=14K 12.300psi 27.502psi Spr(-12.300psi), fd(9'-0") 2E(2'-3%"), P0(5-9") 11-91/2' Pf 18.525ps 19'-4'/2 Pe-3.324psi 31-1%' Pv BL 2.2030 Q=188.58gpm 15.87fps C=120 0.222760 381 405 36'-8" 36-8" 27.502psi 29.716psi 9'-11'/2 9'-111/2 Pf 2.215psi Pe Pv BL 2.2030 Q=240.57gpm 20.25fps C=120 0.349529 405 404 36'-8" 35-0" 29.716psi 43.489psi T(13'-7%"), P0(13'-7%') 10,-0'/z' 27-3%' 37'-4' Pf 13.050ps Pe 0.723psi Pv CM 4.3100 Q=240.57gpm 5.29fps C=120 0.013306 404 394 35'-0" 35'-0" 43.489psi 43.728psi 18'-0" 18'-0' Pf 0.240psi Pe Pv CM 4.3100 Q=402.07gpm 8.84fps C=120 0.034412 394 443 35-0" 35-0" 43.728psi 45.495psi 2E(13'-11 ") 23'-5%' 27'-10'/z' 51'-4" Pf 1.766psi Pe Pv CM 4.3100 Q=607.21gpm 13.35fps C=120 0.073778 443 446 35-0" 4'-0" 45.495psi 84.897psi 5E(13'-11"), DPV(13'-11 "), BV(16'-8%") 251'-7' 100'-4' 351'-11" Pf 25.963ps Pe 13.439ps Pv CM 6.4030 Q=607.21gpm 6.05fps C=120 0.010734 446 4'-0" 4'-0" 84.897psi 86.048psi 4E(18'-3"), BFP, S 34'-4' 72'-11' 107-3' Pf 1.151psi Pe Pv v Route 2 DR 1.0800 Q=51.99gpm 18.21fps C=120 0.661307 102 405 29'-0" 36'-8" q=51.99gpm K=14K 13.793psi 29.716psi Spr(-13.793psi), fd(9'-0") 2E(2'-3%"), mecT(5'-9") 9'-9' 19'-4%' 29'-1%' Pf 19.247ps Pe-3.324psi Pv tab Route 3 AO 1.0800 Q=43.00gpm 15.06fps C=120 0.465332 103 253 30'-0" 36-8" q=43.00gpm K=14K 9.433psi 24.391 psi Spr(-9.433psi), fd(9'-0") 4E(2'-3'/2'), P0(5-9") 14'-4'/2 24'-0' 38'-4'%' Pf 17.849ps Pe-2.890psi Pv BL 2.2030 Q=43.00gpm 3.62fps C=120 0.014456 253 266 36'-8" 36'-8" 24.391 psi 24.505psi 7'-10%' 7'-10%' Pf 0.114psi Pe Pv BL 2.2030 Q=91.00gpm 7.66fps C=120 0.057863 266 305 36-8" 36'-8" 24.505psi 25.207psi 12'-1%' 1Z-1%' Pf 0.701 psi Pe Pv BL 2.2030 Q=139.48gpm 11.74fps C=120 0.127502 305 381 36'-8" 36'-8" 25.207psi 27.502psi 18'-0' Pf 2.295psi Pe Pv GO Route 4 AO 1.0800 Q=45.84qpm 16.05fps C=120 0.523773 104 292 30'-0" 35-6" q=45.84gpm K=14K 10.720psi 22.699psi Spr(-10.720psi), fd(9'-0") E(2'-3%"), T(5'-9") 10'-4%' 17-1' 27'-5' Pf 14.364ps Pe-2.384psi Pv AO 1.0800 Q=94.39gpm 33.06fps C=120 1.992762 292 291 35-6" 35-0" 22.699psi 35.394psi P0(5-9") 0'-6' 5'-9' 6-3' Pf 12.479ps Pe 0.217psi Pv BL 2.2030 Q=94.39gpm 7.94fps C=120 0.061908 291 377 35-0" 35-0" 35.394psi 36.509psi 18'-0' Pf 1.114psi Pe Pv BL 2.2030 Q=151.86gpm 12.78fps C=120 0.149230 377 399 35-0" 35'-0" 36.509psi 37.526psi 6'-10' 6-10' Pf 1.017psi Pe Pv BL 2.2030 Q=205.14gpm 17.27fps C=120 0.260292 399 443 35'-0" 35'-0" 37.526psi 45.495psi P0(13'-7%") 16-11%" 13'-7%' 30'-7%' Pf 7.969psi Pe Pv Jib Route 5 AO 1.0800 Q=55.17gpm 19.32fps C=120 0.738067 105 411 29'-0" 36-8" q=55.17gpm K=14K 15.532psi 37.956psi Spr(-15.532psi), fd(16-0") 2E(2'-3%"), mecT(5'-9") 8'-6' 26-4%' 34'-10%' Pf 25.748ps Pe-3.324psi Pv BL 2.2030 Q=161.50gpm 13.59fps C=120 0.167221 411 394 36-8" 35'-0" 37.956psi 43.728psi E(6'-10"), P0(13'-7%") 9'-9' 20'-5%' Pf 5.049psi Pe 0.723psi Pv iiib Route 6 AO 1.0800 Q=48.00gpm 16.81fps C=120 0.570433 106 266 30'-0" 36'-8" q=48.00gpm K=14K 11.756psi 24.505psi Spr(-11.756psi), fd(9'-0") 2E(2'-3%"), mecT(5'-9") 8'-0'W 19'-4%' 27'-5' Pf 15.640ps Pe-2.890psi Pv Route 7 AO 1.0800 Q=56.60gpm 19.82fps C=120 0.773831 107 379 29'-0" 36-8" q=56.60gpm K=14K 16.347psi 37.164psi Spr(-16.347psi), fd(9'-0") 2E(2'-3%"), P0(5-9") 11'-10' 19'-4%' 31'-2%' Pf 24.141ps Pe-3.324psi Pv (, ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:41 PM Page 3 Report Descri Job Number: 8469 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 2.2030 Q=106.33gpm 8.95fps C=120 0.077170 10'-3' 10'-3' Pf Pe Pv 0.792psi 379 411 36'-8" 36-8" 37.164psi 37.956psi +wo Route 8 AO 1.0800 Q=48.48gpm 16.98fps C=120 0.580985 6-4' 19'-4% 27'-8% Pf Pe Pv 16.106ps -2.890psi 108 305 30'-0" 36'-8" q=48.48gpm K=14K 11.991psi Spr(-11.991psi), fd(9'-0") 25.207psi 2E(2'-3%"), P0(5'-9") omo Route 9 AO 1.0800 Q=48.55gpm 17.00fps C=120 0.582497 8'-9'% 13'-7%' 22'-5' Pf Pe Pv 13.058ps -2.384psi 109 292 30'-0" 35'-6" q=48.55gpm K=14K 12.025psi Spr(-12.025psi), fd(9'-0") 22.699psi 2E(2'-3%") Gilo Route 10 AO 1.0800 Q=57.48gpm 20.13fps C=120 0.796053 8'-7' 19'-4% 27'-11'% Pf Pe Pv 22.255ps -2.601 psi 110 377 29'-0" 35'-0" q=57.48gpm K=14K 16.855psi Spr(-16.855psi), fd(9'-0") 36.509psi 2E(2'-3%"), P0(5'-9") = Route 11 AO 1.0800 Q=49.72gpm 17.41fps C=120 0.608811 12'-1% 32'-1% 44'-3' Pf Pe Pv 26.950ps -3.306psi 111 294 30'-0" 37'-7%" q=49.72gpm K=14K 12.613psi Spr(-12.613psi), fd(16'-0") 36.258psi 2E(2'-3%"), T(5'-9"), P0(5'-9") BL 2.2030 Q=49.72gpm 4.19fps C=120 0.018914 18'-11%' 7'-0' 26-11%' Pf Pe Pv 0.491psi 0.415psi 294 379 37'-7%' 36'-8" 36.258psi 37.164psi 2fE(3'-6") ea Route 12 AO 1.0800 Q=53.28gpm 18.66fps C=120 0.691772 8'-5' 28'-8' 37'-1' Pf Pe Pv 25.646ps -2.601psi 112 399 29'-0" 35'-0" q=53.28gpm K=14K 14.481psi Spr(-14.481psi), fd(16'-0") 37.526psi 3E(2'-3%"), mecT(5'-9") Equivalent Pipe Lengths of Valves and Fittings (C=120 only)II C Value"Multiplier • Actual Inside Diameter ( \487 Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter J =Factor © M.E.P.CAD, Inc. tjAutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:41 PM Page 4 Hydraulic Analysis Pipe Type Diameter Job Number: 8469 Report Description: Ordinary Group Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend :Fittings Legend AO BL CM DN DR DY. FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure • Length Friction Loss HWC Pt Pn Pf Pe Pv • Inch Foot gpm gpm fps psi Foot - psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe' ALV AngV b BaIV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN tT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve - Bushing Ball Valve Backflow Preventer Butterfly Valve - Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. qg AutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:41 PM Page 5 Hydraulic Graph Job Number: 8469 Report Description: Ordinary Group I _ Supply at Node 1 150 135 120 Static Pressure 113.000psi 105 1481.00gpm @ 92.000psi- 90 .N n 607.21 gpm @ 86.048psi 857 21 gpm with hose streams 75 w fn a` 60 System demand curve 45 30 15 111111/11 I) 1 1 1 1 1 ) 1 I I 1 t 1 1 1 1 I I I I) I 1 1 1 I 1 I 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 0-wuuwn1 Q150 300 450 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Supply at Node 1 Static Pressure 113.000psi Residual. Pressure 1481.00gpm @ 92.000psi Available Pressure @ Time of Test 105.363psi @ 857.21 gpm System Demand 607.21gpm @ 86.048psi System Demand (Including Hose Allowance) 857.21 gpm @ 86.048psi A[t ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 12/30/2008 1:21:43PM Page 6 GUARDIAN SEC! RITY Seattle - Tacoma - Poulsbo - Bellingham 1743 First Avenue South Seattle, WA 98134 Tel: 206.622.6545 Fax: 206.341.9928 Soft Laver 3355 S 120TH PL Tukwilla, WA 98168 Fire Alarm System Submittals Index 1. Fire Alarm Control Panel Fike FCPS-24S8 Remote Power Supply Fike 60-1028 Addressable Heat Detector Fike 55-020 Manual Pull Station System Sensor DH -100 AC/DCLP Duct Detector Fike 55-021 Addressable Signal Modules Fike 55-023 Addressable Input Modules 2. Notification Appliances Wheelock ZNS-MCW-FR Wall Mount Horn/Strobe ASPIRE2 Installation Data Pack AN!,„ ] . ; >.Gtl:mt IJV + ,*., Installation Data Pack for MSN TUK 5 EXHAUST CHIMNEYS Pipe Type America Date 6/3/10 Installer Dave Clark Units US Altitude 500' Designed with Hole Sizes 0;1/8";9/64" Detector : 2ND FLR VLC Type VESDA LaserCOMPACT V2 80m/240ft Endcap Usage Create a Balanced Design Application Default Temperature 68.0°F Absolute Pressure 995.3hPa System Flowrate 22.31/min Manifold Pressure 210Pa Total Pipe Length 57' 10" Number Of Sample Points 3 Maximum Transport Time 15 Minimum Hole Flow Rate 2.01/min inverted Detector No Fire Threshold 0.300%/ft Balance Data Group name Aggregate Sensitivity Balance Suction pressure (least) Endcap Sensitivity Factor Default Group] 0.300%/ft 93% 185Pa 10.0 Page 1 of 9 file://C:\Documents and Settings\AI1 Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack Isometric View for 2ND FLR VLC Page 2 of 9 file://C:\Documents and Settings\A11 Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack Pipe:Pipe 1 Total Pipe Length 57' 10" Ambient Pressure OPa Sector Pressure 210Pa Number Of Sample Points 3 Pipe Flowrate 22.31/min Section1 Pipe Diameter 0.874in Page 3 of 9 — # - Relative ft Direction Hole Diameter in Capillary Length ft Transport Time sec Pressure Pa Flow I/min Flow % Hole Sensitivity %/ft Diameter in Capillary Diameter in Intersection Pressure i Pa Elbow 16' 10" R - - - - - - - - Hole 37' - 9/64" - 13 188 7.3 32.7 0.919 0.874- - © Hole 2' - 9/64"- 13 186 7.3 32.5 0.923 0.874 "1- �3 Endcap 2' - 9/64"- 15 185 7.8 34.8 0.861 0.874 - - Detector : 3RD FLR VLC Type VESDA LaserCOMPACT V2 80m/240ft Endcap Usage Create a Balanced Design Application Default Temperature 68.0°F Absolute Pressure 995.3hPa System Flowrate 29.91/min Manifold Pressure 209Pa Total Pipe Length 62' 3" Number Of Sample Points 4 Maximum Transport Time 15 Minimum Hole Flow Rate 2.01/min Inverted Detector No Fire Threshold 0.230%/ft Balance Data Group name Aggregate Sensitivity Balance Suction pressure (least) Endcap Sensitivity Factor (Default Group) 0.230%/ft 92% 181 Pa 0.0 file://C:\Documents and Settings\A11 Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack sometric View for 3RD FLR VLC Page 4 of 9 file://C:\Documents and Settings\All Users\Application Data\Xtralis\Aspire2\JDP.html 6/17/2010 ASPIRE2 Installation Data Pack Pipe:Pipe 1 Total Pipe Length 62' 3" Ambient Pressure OPa Sector Pressure 209Pa Number Of Sample Points 4 Pipe Flowrate 29.91/min Section1 Pipe Diameter 0.874in Page 5 of 9 # - Relative ft Direction Hole Diameter in Capillary Length ft Transport Time sec Pressure Pa Flow I/min Flow % Hole Sensitivity %lft Diameter in Capillary Diameter In Intersection Pressure Pa 9 9 9 9 Elbow 10' F- - - - -F-1 - - - Elbow ....._ 3 L- Hole - - - - II - - -� 24.0 25.7 Elbow 3' F - �2 - - - - - - - - Tee 1' 3" R = - - - - - - - - Section 1.1 Pipe Diameter 0.874in Section1.2 Pipe Diameter 0.874in - Relative ft Direction Hole Diameter in_ Capillary Length ft Transport Time sec Pressure Pa Flow I/min Flow % Hole Sensitivity %/ft Diameter in Capillary Diameter in Intersection Pressure Pa Elbow 4' F - - - - - - - - - 0 Hole 23' 6" - 9/64" Min 15 182 181 7,2 7.7 24.0 25.7 0.957 0.874- - - �2 Endcap 2' - 9/64"- 10 0.893 0.874 - - Section1.2 Pipe Diameter 0.874in Detector : 3RD FLR VLP Type VESDA LaserPLUS Endcap Usage Create a Balanced Design Application Default Aspirator Speed 3000rpm Temperature 68.0°F Absolute Pressure 995.3hPa System Flowrate 54.21/min Manifold Pressure 137Pa Total Pipe Length 100' 9" Number Of Sample Points 12 Maximum Transport Time 15 Minimum Hole Flow Rate 2.01/min Inverted Detector No file://C:\Documents and Settings\All Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 - Relative ft Direction Hole Diameter in CapillaiyTransport Length ft Time sec Pressure Pa Flow ilmin Flow % Hole Sensitivity %/ft Diameter in Capillary Diameter in Intersection Pressure Pa Elbow 4' F- - - - - - - -I - n3 ® Hole 9' 6" - 9/64"- 9 186 7.2 _24.2 0.949 0.874 - - Endcap 2' - 9/64" - 10 184 7.8 26.0 0.885 0.874 - - Detector : 3RD FLR VLP Type VESDA LaserPLUS Endcap Usage Create a Balanced Design Application Default Aspirator Speed 3000rpm Temperature 68.0°F Absolute Pressure 995.3hPa System Flowrate 54.21/min Manifold Pressure 137Pa Total Pipe Length 100' 9" Number Of Sample Points 12 Maximum Transport Time 15 Minimum Hole Flow Rate 2.01/min Inverted Detector No file://C:\Documents and Settings\All Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack Fire Threshold 0.075%/ft Balance Data Group name Aggregate Sensitivity Balance Suction pressure (least) Endcap Sensitivity Factor [Default Group] 10.075%/ft 196% 110Pa 0.0 Page 6 of 9 file://C:\Documents and Settings\All Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack Page 7 of 9 file://C:\Documents and Settings\A11 Users\Application Data\Xtralis\Aspire2\IDP.html 6/17/2010 ASPIRE2 Installation Data Pack Pipe:Pipe 1 Total Pipe Length 53' 6" Ambient Pressure OPa Sector Pressure 137Pa Number Of Sample Points 6 Pipe Flowrate 26.91/min Section9 P pe Diameter 0.874in Page 8 of 9 # - Relative ft Direction Hole Diameter in Capillary Length ft Transport Time sec Pressure Pa Flow I/min Flow % Hole Sensitivity %!ft Diameter in Capillary Diameter in Intersection Pressure Pa Elbow 10' F - - - - - -- - - - Elbow 4' L - - - - - - - - - - Elbow 17' 6" F - - - - - - - - - - Hole 10' - 1/8" - 9 116 4.6 8.4 0.892 0.874 - Hole 2' - 1/8' - 10 115 4.5 8.4 0.898 0.874 - - Hole 2' - 1/8" - 10 113 4.5 8.3 0.903 0.874 - - Hole 2' - 118" - 11 112 4.5 8.3 0.908 0.874 - - Hole 2' - 1/8" - 12 111 4.5 8.2 0.912 0.874 - - Hole 2' - 1/8" 15 110 4.4 8.2 0.916 0.874 - MEM Endcap 2' - 0 - - - - - - 0.874 - file://C:\Documents and Settings\A11 Users\Application Data\Xtralis\Aspire2 JDP.html 6/17/2010 Y ASPIRE2 Installation Data Pack Pipe:Pipe 2 Total Pipe Length 47' 3" Ambient Pressure OPa Sector Pressure 137Pa Number Of Sample Points 6 Pipe Flowrate 27.21/min SectionI Pipe Diameter 0.874in Page 9 of 9 # - Relative ft Direction Hole Diameter in Capillary Length ft Transport Time sec Pressure Pa Flow I/min Flow % Hole Sensitivity %/ft Diameter in Capillary Diameter in intersection Pressure Pa Elbow 10' F - - - - - Elbow 4' R - - - - - - Elbow 11' 3" F - - - - - - - - - - 0 Hole 10' - 1/8" - 8 119 4.6 [ 8.5 0.883 0.874 - - Hole 2' - 1/8" - 8 117 4.6 8.4 0.888 0.874 - - © Hole 2' - 1/8" 9 116 4.5 8.4 0.894 0.874 - - d Hole 2' - 1/8" - 10 114 4.5 8.3 0.899 0.874 - - Hole 2' - 1/8" I - 11 113 4.5 8.3 0.903 0.874 ___ - © Q Hole 2' - 1/8" - 14 112 4.5 I-511 0.907 0.8741 -II - Endcap 2' - 0 - - - - - - 0.8741 -H - file://C:\Documents and Settings\Al1 Users\Application Data\Xtralis\Aspire2\IDP,html 6/17/2010 McKINSTRY COMPANY 5005 3RD AVENUE SOUTH, P.O. BOX 24567 SEATTLE, WA 98124 HYDRAULIC CALCULATIONS FOR SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2ND FLOOR CORRIDOR FILE NUMBER: SDC-CORRIDOR.SDF DATE: JUN 16, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: - 710 SQ.FT COVERAGE PER SPRINKLER: 400 SF MAX @ 14k HEADS NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 269.1 gpm TOTAL WATER REQUIRED (including hose): 519.1 gpm FLOW AND PRESSURE (@ BOR): 269.1 gpm @ 134.7 psi. SPRINKLER K -FACTOR: 14.0 K NAME OF CONTRACTOR: McKINSTRY CO DESIGN/LAYOUT BY: JUDY E. PIERCE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: MCKIN**372NO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50060248 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) SOURCE 160.0 112.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 1800..0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 38.0 K=14.00 2 38.0 K=14.00 3 38.0 K=14.00 4 38.0 K=14.00 5 38.0 K=14.00 101 36.8 102 36.8 103 36.8 104 36.8 105 36.8 106 36.8 205 35.0 206 17.0 207 3.0 208 3.0 - - - SOURCE 3.0 SOURCE PRESSURE (PSI) 13.1 12.1 12.8 17.0 19.7 16.5 16.9 17.9 23.4 26.9 123.2 124.6 134.7 140.9 144.9 145.0 AVAIL. PRESS. (PSI) 155.2 TOTAL @ DEMAND (GPM) 519.1 GPM 250.0 GPM 0.0 GPM 269.1 GPM REQ'D PRESS. (PSI) 519.1 145.0 DENSITY DISCHARGE AREA REQ. ACT. NOTES (GPM) (FT^2) (GPM/FT^2) 50.6 324.0 0.150 0.156 48.6 324.0 0.150 0.150 50.1 324.0 0.150 0.155 57.7 324.0 0.150 0.178 62.1 400.0 0.150 0.155 269.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot, (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 101 1 Pipe: 2 102 2 Pipe: 3 103 3 Pipe: 4 104 4 Pipe: 5 105 5 36.8 38.0 36.8 38.0 36.8 38.0 36.8 36.0 36.8 38.0 Pipe: 17 102 36.8 101 36.8 Pipe: 18 1.03 102 Pipe: 19 104 103 Pipe: 20 105 104 Pipe: 21 106 105 Pipe: 22 205 106 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 35.0 36.8 14.00 16.5 13.1 14.00 16.9 12.1 14.00 17.9 12.8 14.00 23.4 17.0 14.00 26.9 19.7 0.0 16.9 16.5 0.0 17.9 16.9 0.0 23.4 17.9 0.0 26.9 23.4 0.0 123.2 26.9 0.0 124.6 123.2 50.6 Disch 0.0 50.6 48.6 Disch 0.0 48.6 50.1 Disch 0.0 50.1 57.7 Disch 0.0 57.7 62.1 Disch 0.0 62.1 0.0 50.6 50.6 50.6 101 48.6 2 99.2 99.2 102 50.1 3 149.3 149.3 103 57.7 4 207.0 207.0 104 62.1 5 269.1 0.0 269.1 105 269.1 1.40 100 1.000 E: 2 2.14 1.097 3.54 0.817 1.40 100 1.000 T: 4 4.28 1.097 5.68 0.758 1.40 100 1.000 T: 4 4.28 1.097 5.68 0.801 1.40 100 1.000 T: 4 4.28 1.097 5.68 1.041 1.40 100 1.000 T: 4 4.28 1.097 5.68 1.192 B2.000 2.157 B2.000 2..157 B2.000 2.157 B2.000 2.157 2E:12 3.4 - 0.5 2.9 4.8 - 0.5 4.3 5.1 - 0.5 4.5 6.4 -0.5 5.9 7.3 -0,5 6.8 18.00 120 0,4 0.00 0.0 18.00 0.022 0.4 13.00 120 1.0 0.00 0.0 13.00 0.075 1.0 22.80 120 5.6 12.00 0.0 34.80 0.160 5.6 12.00 120 3.5 0.00 0.0 12.00 0.293 3.5 184.00 120 96.2 B2.000 E: 6 18.00 0.0 2.157 T:12 202.00 0.476 96.2 B4.000 4.260 2E:26 8.50 120 1.4 26.00 -0.8 34.50 0.017 0.6 Pipe: 37 0.0 0.0 2ETBD 41.00 120 10.1 206 17.0 134.7 269.1 106 B4.000 94.00 -7.8 205 35.0 124.6 269.1 4.260 135.00 0.017 2.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K -f ac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 38 0.0 0.0 207 3.0 140.9 269.1 205 206 17.0 134.7 269.1 Pipe: 39 0.0 208 3.0 144.9 269.1 206 207 3.0 140.9 269.1 B6.000 6.357 2E:36 25.00 120 36.00 61.00 0.002 Fixed Pressure Loss Device 4.0 psi, 269.1 gpm 6.2 -6.1 0.2 Pipe: 40 Source 0.0 2E:62 50.00 140 0.1 SOURCE 3.0 145.0 269.1 207 D8.000 T:59 128.00 0,0 208 3.0 144.9 269.1 8.390 G: 7 178.00 0.000 0.1 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.063 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.6 ft/sec at pipe 21. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER ^McKINSTRY COMPANY^ ^5005 3RD AVENUE SOUTH, P.O. BOX 24567^ ^SEATTLE, WA 98124^ ^HYDRAULIC CALCULATIONS^ ^FOR^ ^SABEY DATA CENTER^ ^3355 SOUTH 120TH PLACE^ ^TUKWILA, WA 98168^ ^2ND FLOOR CORRIDOR^ ^FILE NUMBER: SDC-CORRIDOR.SDF^ ^DATE: JUN 16, 2010^ -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 710 SQ.FT COVERAGE PER SPRINKLER: 400 SF MAX @ 14k HEADS NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 269.1 gpm TOTAL WATER REQUIRED (including hose): 519.1 gpm FLOW AND PRESSURE (@ BOR): 269.1 gpm @ 134.7 psi SPRINKLER K -FACTOR: 14.0 K NAME OF CONTRACTOR: McKINSTRY CO DESIGN/LAYOUT BY: JUDY E. PIERCE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: MCKIN**372N0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50060248 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER 112.00 psi Flow: 1800.0 .� m 4) •�I m H o l0 1j• O ai U a 4.3 fa+ rdw o r -.N r I U U • 01 f -Ir i1 -I -Cf V1 ri r -I q min 0)N p, rd Z El u �00)))O0i a ►� ma 0 a Hi a U rdrn Io 0 U1 H r -I •d.-( 0 0 :> as In or m m H r4 H al N %/i 0 0 0 N 0 _0 CO* r -I N O O ` r -I C � O —0 CO O T o 0 0 O 0 Ln N H r1 0 r.G :J 0 W W r4 43 U) U) A c4 W a m •.-I --. O O O O l0 O O M FLOW (GPM) McKINSTRY COMPANY 5005 3RD AVENUE SOUTH, P.O. BOX 24567 SEATTLE, WA 98124 HYDRAULIC CALCULATIONS FOR SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2ND FLOOR CORRIDOR FILE NUMBER: SDC-CORRIDOR.SDF DATE: JUN 16, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 710 SQ.FT COVERAGE PER SPRINKLER: 400 SF MAX @ 14k HEADS NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 269.1 gpm TOTAL WATER REQUIRED (including hose): 519.1 gpm FLOW AND PRESSURE (@ 'BOR): 269.1 gpm @ 134.7 psi. SPRINKLER K -FACTOR: 14.0 K NAME OF CONTRACTOR: McKINSTRY CO DESIGN/LAYOUT BY: JUDY E. PIERCE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: MCKIN**372N0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50060248 ) HRS SYSTEMS, INC. TUCKER, GA 30084 shr1f. (GLCS McKinstry Fire Protection 5005 3rd Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for SOFTLAYBR SERVER RACKS @ SABEY DATA CENTER 3355 S. 120th PLACE — TUKWILA, WASHINGTON Contract Number: 8519 Date: 1/21/10 (REV 2/10/10) -Design Data - Occupancy Classification: ORDINARY Density: .15 Area of Application: 1950 Coverage per Sprinlder: 256 & 324 SQ. FT. Number of Sprinklers Calculated: 15 Total Sprinkler Water Flow Required: 816.5 Total Water Required (Including Hose): 1066.5 Flow and Pressure (@ BOR): 1066.5 AND 129.3 @ BOR Sprinlder K Factor: 14.0 Name of Contractor: McKinstry Co Designer: Judy Pierce Authority Having Jurisdiction: City of Tukwila Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. PRESS. (PSI) SOURCE 160.0 112.0 1800.0 141.8 AGGREGATE FLOW ANALYSIS: TOTAL @ DEMAND (GPM) 1066.5 TOTAL FLOW AT SOURCE 1066.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 816.5 GPM NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 200 201 202 ELEVATION NODE TYPE (FT) 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 29.5 K=14.00 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 35.0 35.0 35.0 PRESSURE DISCHARGE AREA (PSI) (GPM) (FT^2) 52.0 324.0 43.6 256.0 55.1 324.0 56.6 256.0 54.0 256.0 48.6 324.0 54.0 324.0 53.3 324.0 60.1 324.0 56.5 256.0 54.4 25.6.0 46.3 256.0 57.2 324.0 64.3 324.0 60.6 256.0 13.8 9.7 15.5 16.3 14.9 12.1 14.9 14.5 18.4 16.3 15.1 10.9 16.7 21.1 18.7 26.5 26.7 27.6 31.7 28.7 28.9 29.9 30.6 37.4 26.6 26.9 27.8 29.9 38.3 43.7 33.0 38.8 39.7 REQ'D PRESS. (PSI) 129.3 DENSITY REQ. ACT. NOTES (GPM/FT^2) 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0..150 0.150 0.161 0.170 0.170 0.221 0.211 0.150 0.167 0.164 0.186 0.221 0.213 0.181 0.177 0.198 0.237 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. NOTES (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 203 35.0 46.0 204 35.0 46.0 205 35.0 89.2 206 17.0 117.4 207 3.0 124.6 208 3.0 - - - - 128.6 SOURCE 3.0 SOURCE 129.3 816.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 101 1 Pipe: 2 102 2 Pipe: 3 103 3 Pipe: 4 104 4 Pipe: 5 105 5 Pipe: 6 106 6 Pipe: 7 107 7 Pipe: 8 108 8 Pipe: 9 109 9 Pipe: 10 110 10 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 Pipe: 11 111 36.8 11 29.5 Pipe: 12 112 36.8 12 29.5 14.00 26.5 13.8 14.00 26.7 9.7 14.00 27.6 15.5 14.00 31.7 16.3 14.00 28.7 14.9 14.00 28.9 12.1 14.00 29.9 14.9 14.00 30.6 14.5 14.00 37.4 18.4 14.00 26.6 16.3 14.00 26.9 15.1 14.00 27.8 10.9 52.0 Disch 0.0 52.0 43.6 Disch 0.0 43.6 55.1 Disch 0.0 55.1 56.6 Disch 0.0 56.6 54.0 Disch 0.0 54.0 48.6 Disch 0.0 48.6 54.0 Disch 0.0 54.0 53.3 Disch 0.0 53.3 60.1 Disch 0.0 60.1 56.5 Disch 0.0 56.5 54.4 Disch 0.0 54.4 46.3 Disch 0.0 46.3 A1.000 1.049 2E: 3 12.00 100 2.85 14.85 1.069 22.00 100 A1.000 3E: 4 4.28 1.049 26.28 0.769 A1.000 2E: 3 1.049 A1.000 1.049 A1.000 1.049 2E: 3 2E: 3 A1.000 3E: 4 1.049 A1.000 1.049 2E: 3 A1.000 3E: 4 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 2E: 3 2E: 3 2E: 3 3E: 4 10.00 100 2.85 12.85 1.188 12.00 100 2.85 14.85 1.249 12.00 100 2.85 14.85 1.144 17.00 100 4.28 21.28 0.942 13.00 100 2.85 15.85 1.146 13.00 100 4.28 17.28 1.117 12.7 3.2 15.9 17.1 3.2 20.2 12.1 3.2 15.3 15.4 3.2 18.6 13.8 3.2 17.0 16.9 3.2 20.1 15.0 3.2 18.2 16.1 3.2 19.3 13.00 100 19.0 2.85 3.2 15.85 1.397 22.1 8.00 100 2.85 10.85 1.243 10.00 100 2.85 12.85 1.161 19.00 100 4.28 23.28 0.861 10.3 3.2 13.5 11.8 3.2 14.9 16.9 3.2 20.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 14.00 57.2 Disch 10.00 100 13.2 113 36.8 29.9 0.0 A1.000 2E: 3 2.85 3.2 13 29.5 16.7 57.2 1.049 12.85 1.275 16.4 Pipe: 14 14.00 64.3 Disch 10.00 100 17.2 114 36.8 38.3 0.0 A1.000 2E: 3 2.85 3.2 14 29.5 21.1 64.3 1.049 12.85 1.581 20.3 Pipe: 15 14.00 60.6 Disch 17.00 100 25.0 115 36.8 43.7 0.0 A1.000 2E: 3 2.85 .3.2 15 29.5 18.7 60.6 1.049 19.85 1.416 28.1 Pipe: 17 0.0 0.0 7.00 100 0.2 102 36.8 26.7 52.0 2.000 - 0.00 0.0 101 36.8 26.5 52.0 2.157 7.00 0.032 0.2 Pipe: 18 0.0 52.0 101 8.50 100 0.8 103 36.8 27.6 43.6 2 2.000 0.00 0.0 102 36.8 26.7 95.6 2.157 8.50 0.098 0.8 Pipe: 19 0.0 95.6 102 12.00 100 5..5 200 35.0 33.0 55.1 3 2.000 T: 9 8.56 -0.8 103 36.8 27.6 150.6 2.157 20.56 0.228 4.7 Pipe: 20 0.0 0.0 6.00 100 1.3 2.00 35.0 33.0 56.6 2.000 T: 9 8.56 -0.8 104 36.8 31.7 56.6 2.157 14.56 0.037 0.5 Pipe: 21 0.0 0.0 7.50 100 0.3 106 36.8 28.9 54.0 2.000 0.00 0.0 105 36.8 28.7 54.0 2.157 7.50 0.034 0.3 Pipe: 22 0.0 54.0 105 8.50 100 1.0 107 36.8 29.9 48.6 6 2.000 0.00 0.0 106 36.8 28.9 102.6 2.157 8.50 0.112 1.0 Pipe: 23 0.0 102.6 106 3.00 100 0.7 108 36.8 30.6 54.0 7 2.000 0.00 0.0 107 36.8 29.9 156.6 2.157 3.00 0.245 0.7 Pipe: 24 0.0 156.6 107 9.00 100 8.2 201 35.0 38.8 53.3 8 2.000 T: 9 8.56 -0.8 108 36.8 30.6 209.9 2.157 17.56 0.422 7.4 Pipe; 25 0.0 0.0 6.00 100 1.4 201 35.0 38.8 60.1 2.000 T: 9 8.56 -0.8 109 36.8 37.4 60.1 2.157 14.56 0.042 0.6 Pipe: 26 0.0 0.0 7.10 100 0.3 111 36.8 26.9 56.5 2.000 0.00 0.0 110 36.8 26.6 56.5 2.157 7.10 0.037 0,3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 0.0 56.5 110 7.5.0 100 1.0 112 36.8 27.8 54.4 11 2.000 0.00 0.0 111 36.8 26.9 110.9 2.157 7.50 0.129 1.0 Pipe: 28 0.0 110.9 111 8.50 100 2.1 113 36.8 29.9 46.3 12 2.000 0.00 0.0 112 36.8 27.8 157.2 2.157 8.50 0.247 2.1 Pipe: 29 0.0 202 35.0 39.7 113 36.8 29.9 157.2 112 57.2 13 214.4 Pipe: 30 0.0 0.0 202 35.0 39.7 64.3 114 36.8 38.3 64.3 Pipe: 31 0.0 0.0 204 35.0 46.0 60.6 115 36.8 43.7 60.6 Pipe: 32 0.0 201 35.0 38.8 200 35.0 33.0 Pipe: 33 0.0 202 35.0 39.7 201 35.0 38.8 Pipe: 34 0.0 203 35.0 46.0 202 35.0 39.7 Pipe: 35 0.0 203 35.0 46.0 204 35.0 46.0 Pipe: 36 0.0 205 35.0 89.2 203 35.0 46.0 Pipe: 37 0.0 206 17.0 117.4 205 35.0 89.2 56.6 104 150.6 103 207.2 207.2 200 209.9 108 477.2 477.2 201 214.4 113 755.9 0.0 60.6 115 60.6 60.6 204 755.9 202 816.5 0.0 816.5 203 816.5 Pipe: 38 0.0 0.0 207 3.0 124.6 816.5 205 206 17.0 117.4 816.5 Pipe: 39 0.0 208 3.0 128.6 816.5 206 207 3.0 124.6 816.5 12.00 100 2.000 T: 9 8.56 2.157 20.56 0.438 6.00 100 2.000 T: 9 8.56 2.157 14.56 0.047 27.00 100 2.000 T: 9 8.56 2.157 35.56 0.042 2.000 2.157 4.000 4.260 4.000 E: 9 4.260 14.00 100 0.00 14.00 0.412 13.00 100 0.00 13.00 0.070 29.00 100 9.28 38.28 0.164 6.00 100 4.000 T:19 18.56 4.260 24.56 0.002 209.50 100 4.000 2E:19 18.56 4.260 228.06 0.189 9.8 -0.8 9.0 1.5 - 0.8 0.7 2.3 - 0.8 1.5 5.8 0.0 5.8 0.9 0.0 0.9 6.3 0.0 6.3 0.0 0.0 0.0 43.2 0.0 43.2 2ETBD 41.00 100 28.3 4.000 67.09 -7.8 4.260 108.09 0.189 20.5 25.00 120 6.000 2E:36 36.00 6.357 61.00 0.019 Fixed Pressure Loss Device 4.0 psi, 816.5 gpm 7.2 -6.1 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/10/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 Source 0.0 2E:62 50.00 140 0,7 SOURCE 3.0 129.3 816.5 207 D8.000 T:59 128.00 0.0 208 3.0 128.6 816.5 8.390 G: 7 178.00 0.004 0.7 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.9 ft/sec at pipe 14. DATE: 2/10/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL3.SDF JOB TITLE: SDC SOFTLAYER H a O •0 O co H 0 W H U) a O O N H H U) 0.i a O 0 0 0 H a d a, 0 CO CO o u u ut in H 'CI M 0 0 o H q • mH M + of z H )W i W • a u COQ jH 0 N a CJ (d r H H61 N H r •.-i m 0 ›v i 010) aN4m N O 00 H N 0 0 O o 0 0 In N 01 H H 0 ftC T1 a a W cn M a x W -1H---•- 0O 0 U, 0 0 CO 0 0 O N 0 O co H 0 O H O 0 N H 0 _ O O H O —0 CO 0 — 0 r 0 V. H o I FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 160.0 112,0 1800.0 AGGREGATE FLOW, ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 101 102 103 104 105 106 205 206 207 208 SOURCE ELEVATION NODE TYPE (FT) 38.0 K=14.00 38.0 K=14..00 38.0 K=14.00 38.0 K=14.00 38.0 K=14.00 36.8 36.8 36.8 36.8 36.8 36.8 35.0 17.0 3.0 3.0 - - -- -- 3.0 SOURCE PRESSURE (PSI) 13.1 12.1 12.8 17.0 19.7 16.5 16.9 17.9 23.4 26.9 123.2 124.6 134.7 140.9 144.9 145.0 AVAIL. PRESS. (PSI) 155.2 TOTAL @ DEMAND (GPM) 519.1 GPM 250.0 GPM 0.0 GPM 269.1 GPM REQ'D PRESS. (PSI) 519.1 145,0 DISCHARGE (GPM) 50.6 48.6 50.1 57.7 62.1 269.1 DENSITY AREA REQ. ACT. NOTES (FTA2) (GPM/FTA2) 324.0 0.150 0.156 324.0 0.150 0.150 324.0 0.150 0.155 324.0 0.150 0.178 400.0 0.150 0.155 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSBO\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft.) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 14.00 50.6 Disch 1.40 100 3.4 101 36.8 16.5 0.0 1.000 E: 2 2.14 -0.5 1 38.0 13.1 50.6 1.097 3.54 0.817 2.9 Pipe: 2 14.00 48.6 Disch 1.40 100 4.8 102 36.8 16.9 0.0 1.000 T: 4 4.28 -0.5 2 38.0 12.1 48.6 1.097 5.68 0.758 4.3 Pipe: 3 14.00 50.1 Disch 1.40 100 5.1 103 36,8 17.9 0.0 1.000 T: 4 4.28 -0.5 3 38.0 12.8 50,1 1.097 5.68 0.801 4.5 Pipe: 4 14.00 57.7 Disch 1.40 100 6.4 104 36.8 23.4 0.0 1.000 T: 4 4.28 -0.5 4 38.0 17.0 57.7 1.097 5.68 1.041 5.9 Pipe: 5 14.00 62.1 Disch 105 36.8 26.9 0.0 1.000 5 38.0 19.7 62.1 1.097 Pipe: 17 102 36.8 101 36.8 Pipe: 18 103 36.8 102 36.8 Pipe: 19 104 103 Pipe: 20 105 104 Pipe: 21 106 105 0.0 0.0 16.9 50.6 B2.000 16.5 50.6 2.157 0.0 50.6 101 17.9 48.6 2 B2.000 16.9 99.2 2.157 T: 4 1.40 100 4.28 5.68 1.192 7.3 -0,5 6.8 18.00 120 0.4 0.00 0.0 18.00 0.022 0.4 13.00 120 1.0 0.00 0.0 13.00 0.075 1.0 0.0 99.2 102 22.80 120 5.6 36.8 23.4 50.1 3 B2.000 2E:12 12.00 0.0 36.8 17.9 149.3 2.157 34.80 0.160 5.6 0.0 149.3 103 36.8 26.9 57.7 4 B2.000 36.8 23.4 207.0 .2.157 12.00 120 3.5 0.00 0.0 12.00 0.293 3.5 0.0 207.0 104 184.00 120 96.2 36.8 123.2 62.1 5 B2.000 E: 6 18.00 0.0 36.8 26.9 269.1 2.157 T:12 202.00 0.476 96.2 Pipe: 22 0.0 0.0 8.50 120 1.4 205 35.0 124.6 269.1 105 B4.000 2E:26 26.00 -0.8 106 36.8 123.2 269.1 4.260 34.50 0.017 0.6 Pipe: 37 0.0 0.0 2ETBD 41.00 120 10.1 206 17.0 134.7 269.1 106 B4.000 94.00 -7.8 205 35.0 124.6 269.1 4.260 135.00 0.017 2.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 38 0.0 0.0 25.00 120 6.2 207 3.0 140.9 269.1 205 B6.000 2E:36 36.00 -6.1 206. 17.0 134.7 269.1 6.357 61.00 0.002 0.2 Pipe: 39 0.0 208 3.0 144.9 269.1 206 207 3.0 140.9 269.1 Fixed Pressure Loss Device 4.0 psi, 269.1 gpm Pipe: 40 Source 0.0 2E:62 50.00 140 0.1 SOURCE 3.0 145.0 269.1 207 D8.000 T:59 128.00 0.0 208 3.0 144.9 269.1 8.390 G: 7 178.00 0.000 0.1 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.063 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.6 ft/sec at pipe 21. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER ^McKINSTRY COMPANY^ ^5005 3RD AVENUE SOUTH, P.O. BOX 24567^ ^SEATTLE, WA 98124^ ^HYDRAULIC CALCULATIONS^ ^FOR^ "SABEY DATA CENTER^ ^3355 SOUTH 120TH PLACE^ ^TUKWILA, WA 98168^ ^2ND FLOOR CORRIDOR^ ^FILE NUMBER: SDC-CORRIDOR.SDF^ ^DATE: JUN 16, 2010^ -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 710 SQ.FT COVERAGE PER SPRINKLER: 400 SF MAX @ 14k HEADS NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 269.1 gpm TOTAL WATER REQUIRED (including hose): 519.1 gpm FLOW AND PRESSURE (@ BOR): 269.1 gpm @ 134.7 psi SPRINKLER K -FACTOR: 14.0 K NAME OF CONTRACTOR: McKINSTRY CO DESIGN/LAYOUT BY: JUDY E. PIERCE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: MCKIN**372N0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 4 50060248 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/16/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-CORRIDOR.SDF JOB TITLE: SDC SOFTLAYER H 112.00 psi Flow: 1800.0 N ri H r -I U U $4 0.1 0 01 � 1 .- A a`)U)�aa W04 I -i U) fzi P4 -r1 41 CD CO m 2 o 0 m H t -t •rl 0 0 :> ro U) b u) 141 N 4 H H r a1 %// %/i H N N O 0 0 N 0 0 H O 0 '0 rl 0 0 N H 0 0 0 H O — 0 CO —0 LO O — 0 .41 O O 0 0 O O O O co to N 01 H H H CD F4 0 fri aawvoroprzw--0.,0•rJ. 0 O O O M O d ' H 1 McKinstry Fire Protection 5005 3`d Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for SOFTLAYER SERVER RACKS @ SABEY DATA CENTER 3355 S. 120th PLACE — TUKWILA, WASHINGTON Contract Number: 8519 Date: 1/21/10 -Design Data - Occupancy Classification: ORDINARY Density: .15 Area of Application: 1950 Coverage per Sprinkler: 256 SQ. FT. Number of Sprinklers Calculated: Total Sprinkler Water Flow Required: Total Water Required (Including Hose): Flow and Pressure (@ BOR): Sprinkler K Factor: Name of Contractor: Designer: Authority Having Jurisdiction: 16 758.8 1008.8 1008.8 AND 120.6 @ BOR 14.0 McKinstry Co Judy Pierce City of Tukwila Calculations by HASS Computer Program HRS Systems, Inc. Atlanta. GA 0 DATE: 1/21/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER WATER SUPPLY ANALYSIS E E CP1a N a) • U U O s m N w a o sa o7D O U) o o .I C 0 0 CV w a sa cn 0 -r-I �a) a -o a a) ra F ("n r f H W • o m a o a) N H N 160.00 psi Resid: A B 0 O O N 0 0 CO H 0 O O O a, 0 U -rl Cu 0 _ 0 N H N O —0 w O —0 O O CO O O 0 0 ,$) N r -I rl CD FC p C7 w a, c4w v) to w w -- Q m •H rri O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PCI) SOURCE 160.0 112.0 1800.0 143.6 1008.8 120.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1008.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 758.8 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. NOTES (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 1 29.5 K=14.00 8.6 40.9 256.0 0.150 0.160 2 29.5 K=14.00 9.6 43.3 256.0 0.150 0.169 3 29.5 K=14.00 7.5 38.4 256.0 0.150 0.150 4 29.5 K=14.00 9.6 43.3 256.0 0.150 0.169 5 29.5 K=14.00 11.0 46.4 256.0 0.150 0.181 6 29.5 K=14.00 13.7 51.8 256.0 0.150 0.202 7 29.5 K=14.00 9.4 43.0 256.0 0.150 0.168 8 29.5 K=14.00 9.4 42.9 256.0 0.150 C.167 9 29.5 K=14.00 11.4 47.3 256.0 0.150 0.185 10 29.5 K=14.00 9.1 42.2 256.0 0.150 0.165 11 29.5 K=14.00 13.7 51.8 256.0 0.150 0.202 12 29.5 K=14.00 11.9 48.3 256.0 0.150 0.189 13 29.5 K=14.00 16.4 56.8 256.0 0.150 0.222 14 29.5 K=14.00 15.9 55.9 256.0 0.150 0.218 15 29.5 K=14.00 11.7 47.8 256.0 0.150 0.187 16 29.5 K=14.00 17.5 58.6 256.0 0.150 0.229 102 36.8 17.6 - - - 103 36.8 17.7 104 36.8 17.9 105 36.8 19.3 106 36.8 20.6 107 36.8 26.2 108 36.8 18.9 109 36.8 19.1 110 36.8 19.8 111 36.8 20.3 112 36.8 24.2 113 36.8 25.4 114 36.8 29.4 115 36.8 29.7 116 36.8 30.7 117 36.8 32.9 201 35.0 43.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS8O\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. NOTES (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 202 35.0 - 43.5 203 35.0 - 45.6 - - - 204 35.0 45.0 - - - 205 35.0 83.3 - - - 206 17.0 109.0 - - - 207 3.0 116.1 - - - 208 3.0 - - - - 120.1 - - - SOURCE 3.0 SOURCE 120.6 758.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 102 1 Pipe: 2 103 2 Pipe: 3 104 3 Pipe: 4 105 4 Pipe: 5 106 5 Pipe: 6 107 6 Pipe: 7 108 7 Pipe: 8 109 8 Pipe: 9 110 9 Pipe: 10 111 10 Pipe: 11 112 11 Pipe: 12 113 12 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 14.00 17.6 8.6 14.00 17.7 9.6 14.00 17.9 7.5 14.00 19.3 9.6 14.00 20.6 11.0 14.00 26.2 13.7 14.00 18.9 9.4 14.00 19.1 9.4 14.00 19.8 11.4 14.00 20.3 9.1 14.00 24.2 13.7 14.00 25.4 11.9 40.9 Disch 0.0 40.9 43.3 Disch 0.0 43.3 38.4 Disch 0.0 38.4 43.3 Disch 0.0 43.3 46.4 Disch 0.0 46.4 51.8 Disch 0.0 51.8 43.0 Disch 0.0 43.0 42.9 Disch 0.0 42.9 47.3 Disch 0.0 47.3 42.2 Disch 0.0 42.2 51.8 Disch 0.0 51.8 48.3 Disch 0.0 48.3 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 2E: 3 2E: 3 3E: 4 2E: 3 2E: 3 2E: 3 2E: 3 3E: 4 2E: 3 2E: 3 2E: 3 2E: 3 15.00 100 9.1 2.85 3.2 17.85 0.686 12.3 12.00 100 8.2 2.85 3.2 14.85 0.762 11.3 18.00 100 10.4 4.28 3.2 22.28 0.609 13.6 14.00 100 9.7 2.85 3.2 16.85 0.762 12.8 12.00 100 9.7 2.85 3.2 14.85 0.864 12.8 12.00 100 12.6 2.85 3.2 14.85 1.059 15.7 14.00 100 9.5 2.85 3.2 16.85 0.752 12.7 13.00 100 9.7 4.28 3.2 17.28 0.747 12.9 10.00 100 8.4 2.85 3.2 12.85 0.897 11.5 17.00 100 11.3 2.85 3.2 19.85 0.726 14.4 10.00 100 10.5 2.85 3.2 12.85 1.061 13.6 15.00 100 13.5 2.85 3.2 17.85 0.931 16.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 14.00 56.8 Disch 10.00 100 13.0 114 36.8 29.4 0.0 A1.000 2E: 3 2.85 3.2 13 29.5 16.4 56.8 1.049 12.85 1.256 16.1 Pipe: 14 115 14 Pipe: 15 116 15 Pipe: 16 117 16 Pipe: 17 103 102 Pipe: 18 104 103 Pipe: 19 105 104 Pipe: 20 106 105 Pipe: 21 107 106 Pipe: 22 201 107 Pipe: 23 109 108 Pipe: 24 110 109 Pipe: 25 111 110 14.00 36.8 29.7 29.5 15.9 14.00 36.8 30.7 29.5 11.7 14.00 36.8 32.9 29.5 17.5 0.0 36.8 17.7 36.8 17.6 0.0 36.8 17.9 36.8 17.7 0.0 36.8 19.3 36.8 17.9 0.0 36.8 20.6 36.8 19.3 0.0 36.8 26.2 36.8 20.6 0.0 35.0 43.0 36.8 26.2 0.0 36.8 19.1 36.8 18.9 0.0 36.8 19.8 36.8 19.1 0.0 36.8 20.3 36.8 19.8 55.9 Disch 0.0 55.9 47.8 Disch 0.0 47.8 58.6 Disch 0.0 58.6 11.00 100 13.7 A1.000 2E: 3 2.85 3.2 1.049 13.85 1.221 16.9 20.00 100 19.0 A1.000 3E: 4 4.28 3.2 1.049 24.28 0.914 22.2 11.00 100 15.3 A1.000 2E: 3 2.85 3.2 1.049 13.85 1.334 18.5 0.0 5.00 100 0.1 40.9 2.000 - 0.00 0.0 40.9 2.157 5.00 0.020 0.1 40.9 102 43.3 2 84.3 84.3 103 38.4 3 122.7 122.7 104 43.3 4 166.0 166.0 105 46.4 5 212.4 212.4 106 51.8 6 264.1 2.50 100 0.2 2.000 - - 0.00 0.0 2.157 2.50 0.078 0.2 8.50 100 1.3 2.000 0.00 0.0 2.157 8.50 0.156 1.3 5.00 100 1.4 2.000 0.00 0.0 2.157 5.00 0.273 1.4 13.00 100 5.6 2.000 0.00 0.0 2.157 13.00 0.431 5.6 12.00 100 16.8 2.000 E: 4 12.85 -0.8 2.157 T: 9 24.85 0.645 16.0 0.0 7.50 100 0.2 43.0 2.000 0.00 0.0 43.0 2.157 7.50 0.022 0.2 43.0 108 42.9 8 85.9 85.9 109 47.3 9 133.2 8.50 100 0.7 2.000 0.00 0.0 2.157 8.50 0.081 0.7 3.00 100 0.5 2.000 0.00 0.0 2.157 3.00 0.182 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 133.2 110 12.70 100 3.8 112 36.8 24.2 42.2 10 2.000 0.00 0.0 111 36.8 20.3 175.4 2.157 12.70 0.302 3.8 Pipe: 27 113 112 Pipe: 28 202 113 Pipe: 29 115 114 Pipe: 30 116 115 Pipe: 31 117 116 Pipe: 32 204 117 Pipe: 33 202 201 Pipe: 34 203 202 Pipe: 35 203 204 Pipe: 36 205 203 Pipe: 37 206 205 Pipe: 38 207 206 36.8 36.8 35.0 36.8 36.8 36.8 36.8 36.8 36.8 36.8 35.0 36.8 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 17.0 35.0 3.0 17.0 0.0 25.4 24.2 0.0 43.5 25.4 0.0 29.7 29.4 0.0 30.7 29.7 0.0 32.9 30.7 0.0 45.0 32.9 0.0 43.5 43.0 0.0 45.6 43.5 0.0 45.6 45.0 0.0 83.3 45.6 0.0 109.0 83.3 0.0 116.1 109.0 175.4 111 51.8 11 227.2 227.2 112 48.3 12 275.5 0.0 56.8 56.8 56.8 114 55.9 14 112.7 112.7 115 47.8 15 160.5 160.5 116 58.6 16 219.1 0.0 264.1 107 264.1 264.1 201 275.5 113 539.7 0.0 219.1 117 219.1 219.1 204 539.7 202 758.8 0.0 758.8 203 758.8 0.0 758.8 205 758.8 2.000 2.157 2.40 100 0.00 2.40 0.488 1.2 0.0 1.2 12.00 100 18.1 2.000 E: 4 12.85 -0.8 2.157 T: 9 24.85 0.697 17.3 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 4.000 4.260 E: 4 T: 9 4.000 T:19 4.260 4.000 E: 9 4.260 4.000 4.260 4.000 4.260 2E:19 2ETBD 7.00 100 0.00 7.00 0.038 7.50 100 0.00 7.50 0.133 8.50 100 0.00 8.50 0.257 12.00 100 12.85 24.85 0.457 18.00 100 0.00 18.00 0.023 6.00 100 18.56 24.56 0.088 29.00 100 9.28 38.28 0.017 209.50 100 18.56 228.06 0.165 41.00 100 67.09 108.09 0.165 25.00 120 6.000 2E:36 36.00 6.357 61.00 0.017 0.3 0.0 0.3 1.0 0.0 1.0 2.2 0.0 2.2 12.1 -0.8 11.3 0.4 0.0 0.4 2.2 0.0 2.2 0.6 0.0 0.6 37.7 0.0 37.7 25.7 -7.8 17.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/21/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS8C\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 208 3.0 120.1 207 3.0 116.1 0.0 758.8 206 758.8 Fixed Pressure Loss Device 4.0 psi, 758.8 gpm Pipe: 40 Source 0.0 2E:62 50.00 140 0.6 SOURCE 3.0 120.6 758.8 207 D8.000 T:59 128.00 0.0 208 3.0 120.1 758.8 8.390 G: 7 178.00 0.003 0.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.083 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.2 ft/sec at pipe 28. T McKinstry Fire Protection 5005 3`a Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for SOFTLAYER SERVER PODS REMOTE AREA 2 @ SABEY DATA CENTER 3355 S. 120th PLACE — TUKWILA, WASHINGTON Contract Number: 8519 Date: 2/3/10 -Design Data - Occupancy Classification: ORDINARY Density: .15 Area of Application: 1950 Coverage per Sprinkler: VARIES - SEE CALCS. Number of Sprinklers Calculated: 10 Total Sprinkler Water Flow Required: Total Water Required (Including Hose): Flow and Pressure (@ BOR): Sprinkler K Factor: Name of Contractor: Designer: Authority Having Jurisdiction: 676.6 926.6 926.6 AND 135.8 @ BOR 14.0 & 11.2 McKinstry Co Judy Pierce City of Tukwila Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA DATE: 2/3/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL.SDF JOB TITLE: SDC SOFTLAYER WATER SUPPLY ANALYSIS 160.00 psi Resid a a. CT tD N f a) VD o U U • • a) • m rn CD a ro Q N m a E N M a) w CL N (n -H a -H W H CL n Q U a) ro Lr) ) o U m rn -H OD 0 > -H • • co cn ro v) tr Ln • .1, a) co • Fcc a /// /// - N -I N O O 0 0 0 0 0 O O O N 10 N 61 l0 r1 f -i ,--I 0 Ic r.D w a, rz w cn m n r=1 -- a m —I O 0 P) O 0 O O O N 0 0 CO 0 0 O — 0 OD O — O w 0 — SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/3/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSBO\SDC-SL.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 160.0 112.0 1800.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA AVAIL. PRESS. (PSI) 145.9 TOTAL @ DEMAND (GPM) 926.6 GPM 250.0 GPM 0.0 GPM 676.6 GPM REQ'D PRESS. (PSI) 926.6 135.8 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) 20 29.5 K=14.00 32.8 21 29.5 K=14.00 26.5 22 29.5 K=14.00 26.3 23 29.5 K=11.20 25.1 24 29.5 K=14.00 18.4 25 29.5 K=14.00 22.7 26 29.5 K=11.20 26.2 27 29.5 K=14.00 25.2 28 29.5 K=14.00 24.1 29 29.5 K=14.00 27.4 120 36.8 67.3 121 36.8 68.7 122 36.8 46.2 123 36.8 46.3 124 36.8 47.6 125 36.8 55.7 126 36.8 58.6 127 36.8 61.8 128 36.8 62.5 129 36.8 67.2 220 35.0 80.4 221 35.0 80.6 222 35.0 81.7 205 35.0 102.2 206 17.0 124.4 207 3.0 131.3 208 3.0 - - - - 135.3 SOURCE 3.0 SOURCE 135.8 676.6 (GPM) 80.1 72.0 71.8 56.2 60.0 66.8 57.4 70.3 68.7 73.3 AREA (FT^2) 256.0 256.0 324.0 256.0 400.0 400.0 256.0 324.0 400.0 400.0 DENSITY REQ. ACT. NOTES (GPM/FT^2) 0.150 0.313 0.150 0.281 0.:_50 0.222 0.150 0.219 0.150 0.150 0.150 0.167 0.150 0.224 0.150 0.217 0.150 0.172 0.150 0.183 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/3/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 120 20 Pipe: 2 121 21 Pipe: 3 122 22 Pipe: 4 123 23 Pipe: 5 124 24 Pipe: 6 125 25 Pipe: 7 126 26 Pipe: 8 127 27 Pipe: 9 128 28 Pipe: 10 129 29 Pipe: 17 121 120 Pipe: 18 222 121 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 29.5 36.8 36.8 35.0 36.8 14.00 67.3 32.8 14.00 68.7 26.5 14.00 46.2 26.3 11.20 46.3 25.1 14.00 47.6 18.4 14.00 55.7 22.7 11.20 58.6 26.2 14.00 61.8 25.2 14.00 62.5 24.1 14.00 67.2 27.4 0.0 68.7 67.3 0.0 81.7 68.7 80.1 Disch 0.0 80.1 72.0 Disch 0.0 72.0 71.8 Disch 0.0 71.8 56.2 Disch 0.0 56.2 60.0 Disch 0.0 60.0 66.8 Disch 0.0 66.8 57.4 Disch 0.0 57.4 70.3 Disch 0.0 70.3 68.7 Disch 0.0 68.7 73.3 Disch 0.0 73.3 0.0 80.1 80.1 80.1 120 72.0 21 152.2 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 A1.000 1.049 2.000 2.157 2.000 2.157 2E: 3 3E: 4 2E: 3 4E: 6 3E: 4 3E: 4 4E: 6 3E: 4 3E: 4 3E: 4 13.00 100 34.5 2.85 3.2 15.85 2.377 37.7 19.00 100 42.3 4.28 3.2 23.28 1.951 45.4 9.00 100 19.8 2.85 3.2 11.85 1.941 23.0 14.00 100 21.1 5.71 3.2 19.71 1.231 24.3 19.00 100 29.2 4.28 3.2 23.28 1.392 32.4 17.00 100 32.9 4.28 3.2 21.28 1.696 36.1 22.00 100 32.3 5.71 3.2 27.71 1.281 35.5 17.00 100 36.6 4.28 3.2 21.28 1.868 39.7 19.00 100 38.5 4.28 3.2 23.28 1.787 41.6 17.00 100 39.7 4.28 3.2 21.28 2.016 42.9 20.00 100 1.4 0.00 0.0 20.00 0.071 1.4 39.50 100 13.0 E: 4 12.85 -0.8 T: 9 52.35 0.233 12.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/3/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 19 123 122 Pipe: 20 124 123 Pipe: 21 125 124 Pipe: 22 126 125 Pipe: 23 221 126 0.0 36.8 46.3 36.8 46.2 0.0 36.8 47.6 36.8 46.3 0.0 36.8 55.7 36.8 47.6 0.0 36.8 58.6 36.8 55.7 0.0 35.0 80.6 36.8 58.6 Pipe: 24 128 36.8 127 36.8 Pipe: 25 129 36.8 128 36.8 Pipe: 26 220 35.0 129 36.8 Pipe: 29 221 35.0 220 35.0 Pipe: 30 222 221 Pipe: 32 205 222 Pipe: 33 206 205 Pipe: 34 207 206 35.0 35.0 35.0 35.0 17.0 35.0 3.0 17.0 0.0 1.50 100 71.8 2.000 0.00 71.8 2.157 1.50 0.058 71.8 122 56.2 23 128.0 128.0 123 60.0 24 188.0 188.0 124 66.8 25 254.8 254.8 125 57.4 26 312.1 0.0 0.0 62.5 70.3 61.8 70.3 0.0 67.2 62.5 0.0 80.4 67.2 0.0 80.6 80.4 0.0 81.7 80.6 0.0 102.2 81.7 0.0 124.4 102.2 0.0 131.3 124.4 70.3 127 68.7 28 139.0 139.0 128 73.3 29 212.3 0.0 212.3 129 212.3 212.3 220 312.1 126 524.5 524.5 221 152.2 121 676.6 0.0 676.6 222 676.6 0.0 676.6 205 676.6 8.00 100 2.000 0.00 2.157 8.00 0.169 23.50 100 2.000 0.00 2.157 23.50 0.344 0.1 0.0 0.1 1.4 0.0 1.4 8.1 0.0 8.1 4.80 100 2.9 2.000 - 0.00 0.0 2.157 4.80 0.603 2.9 11.30 100 22.0 2.000 E: 4 12.85 -0.8 2.157 T: 9 24.15 0.879 21.2 12.50 100 0.7 2.000 0.00 0.0 2.157 12.50 0.056 0.7 23.50 100 4.6 2.000 0.00 0.0 2.157 23.50 0.197 4.6 16.00 100 13.2 2.000 E: 4 12.85 -0.8 2.157 T: 9 28.85 0.431 12.4 14.00 100 0.2 4.000 0.00 0.0 4.260 14.00 0.016 0.2 4.000 4.260 13.00 100 1.1 0.00 0.0 13.00 0.083 1.1 116.50 100 20.5 4.000 2E:19 37.11 0.0 4.260 T:19 153.61 0.134 20.5 2ETBD 41.00 100 22.2 4.000 67.09 -7.8 4.260 108.09 0.134 14.4 25.00 120 6.9 6.000 2E:36 36.00 -6.1 6.357 61.00 0.014 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/3/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 35 208 3.0 135.3 207 3.0 131.3 0.0 676.6 206 676.6 Fixed Pressure Loss Device 4.0 psi, 676.6 gpm Pipe: 36 Source 0.0 2E:62 50.00 140 0.5 SOURCE 3.0 135.8 676.6 207 D8.000 T:59 128.00 0.0 208 3.0 135.3 676.6 8.390 G: 7 178.00 0.003 0.5 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.7 ft/sec at pipe 1. McKinstry Fire Protection 5005 3rd Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for Sabey Data Ctr. — 2nd Floor Offices Remote Area #1 3355 South 120th st. Tukwila, Wa. Contract Number: Date: 02/20/08 11:30 AM -Design Data - Source Pressures have been decresed by 10% due to Seasonal Variances. Occupancy Classification: Ordinary Hazard Group 1 Density: .15 Area of Appliucation: 1950 Coverage per Sprinkler: 324 Max. SQ. FT. Number of Sprinklers Calculated: 12 Total Sprinkler Water Flow Required: Total Water Required (Including Hose): Flow and Pressure (@ BOR): Sprinkler Orifice Size: Name of Contractor: Designer: Authority Having Jurisdiction: 487.8 737.8 487.6GPM @ 68.6 PSI 3/4 inch McKinstry Co R. Dwayne Johnson Tukwila Fire Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 113.0 92.0 1481.0 107.2 737.8 70.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 737.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 487.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 28.5 K=14.00 15.0 54.3 2 28.5 K=14.00 16.9 57.5 3 28.5 K=14.00 15.2 54.5 4 28.5 K=14.00 16.1 56.1 5 28.5 K=14.00 12.3 49.1 6 28.5 K=14.00 15.9 55.8 7 28.5 K= 5.60 14.8 21.6 8 28.5 K= 5.60 17.3 23.3 9 28.5 K= 5.60 26.5 28.8 10 28.5 K= 5.60 26.3 28.7 11 28.5 K= 5.60 26.2 28.7 12 28.5 K= 5.60 27.0 29.1 1A 35.0 26.5 2A 35.0 28.1 3A 35.0 26.8 4A 35.0 27.4 5A 35.0 26.6 6A 35.0 27.1 7A 35.0 14.4 8A 35.0 17.3 9A 35.0 28.1 10A 35.0 28.3 11A 35.0 28.5 12A 35.0 28.7 12B 35.0 29.2 10B 35.0 29.2 8B 35.0 29.3 6B 35.0 29.4 4B 35.0 30.0 2B 35.0 31.0 TOR 35.0 49.5 BOR 3.0 68.6 BFIN 3.0 74.6 BFOUT 3.0 69.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE 0.0 SOURCE 70.5 487.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -29.1 1.049 PL 9.33 PF 4.4 12 28.5 5.6 27.0 29.1 10.8 100 FTG 2L PE -2.8 12A 35.0 0.0 28.7 0.0 0.365 TL 12.18 PV Pipe: 2 -28.7 1.049 PL 11.75 PF 5.2 11 28.5 5.6 26.2 28.7 10.6 100 FTG 2L PE -2.8 11A 35.0 0.0 28.5 0.0 0.355 TL 14.60 PV Pipe: 3 -28.7 1.049 PL 10.50 PF 4.8 10 28.5 5.6 26.3 28.7 10.7 100 FTG 2L PE -2.8 10A 35.0 0.0 28.3 0.0 0.356 TL 13.35 PV Pipe: 4 -28.8 1.049 PL 9.50 PF 4.4 9 28.5 5.6 26.5 28.8 10.7 100 FTG 2L PE -2.8 9A 35.0 0.0 28.1 0.0 0.359 TL 12.35 PV Pipe: 5 -23.3 1.049 PL 6.50 PF 2.8 8 28.5 5.6 17.3 23.3 8.7 100 FTG TL PE -2.8 8A 35.0 0.0 17.3 0.0 0.242 TL 11.50 PV Pipe: 6 -21.6 1.049 PL 6.50 PF 2.4 7 28.5 5.6 14.8 21.6 8.0 100 FTG TL PE -2.8 7A 35.0 0.0 14.4 0.0 0.209 TL 11.50 PV Pipe: 7 -55.8 1.049 PL 8.67 PF 14.0 6 28.5 14.0 15.9 55.8 20.7 100 FTG 2L PE -2.8 6A 35.0 0.0 27.1 0.0 1.216 TL 11.52 PV Pipe: 8 -49.1 1.049 PL 13.50 PF 17.1 5 28.5 14.0 12.3 49.1 18.2 100 FTG 3L PE -2.8 5A 35.0 0.0 26.6 0.0 0.960 TL 17.78 PV Pipe: 9 -56.1 1.049 PL 8.67 PF 14.2 4 28.5 14.0 16.1 56.1 20.8 100 FTG 2L PE -2.8 4A 35.0 0.0 27.4 0.0 1.229 TL 11.52 PV Pipe: 10 -54.5 1.049 PL 9.50 PF 14.4 3 28.5 14.0 15.2 54.5 20.2 100 FTG 2L PE -2.8 3A 35.0 0.0 26.8 0.0 1.166 TL 12.35 PV Pipe: 11 -57.5 1.049 PL 8.00 PF 14.0 2 28.5 14.0 16.9 57.5 21.4 100 FTG 2L PE -2.8 2A 35.0 0.0 28.1 0.0 1.288 TL 10.85 PV Pipe: 12 -54.3 1.049 PL 9.50 PF 14.3 1 28.5 14.0 15.0 54.3 20.2 100 FTG 2L PE -2.8 lA 35.0 0.0 26.5 0.0 1.157 TL 12.35 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12A -28.7 2.067 PL 9.00 PF 0.1 11A 35.0 0.0 28.5 0.0 2.7 100 FTG ---- PE 0.0 12A 35.0 0.0 28.7 0.0 0.013 TL 9.00 PV Pipe: 13 -57.8 2.067 PL 4.50 PF 0.6 12A 35.0 0.0 28.7 0.0 5.5 100 FTG T PE 0.0 12B 35.0 0.0 29.2 0.0 0.048 TL 11.64 PV Pipe: 14 -57.6 2.067 PL 13.83 PF 1.0 10A 35.0 0.0 28.3 0.0 5.5 100 FTG T PE 0.0 10B 35.0 0.0 29.2 0.0 0.047 TL 20.97 PV Pipe: 15 -28.8 2.067 PL 10.00 PF 0.1 9A 35.0 0.0 28.1 0.0 2.8 100 FTG ---- PE 0.0 10A 35.0 0.0 28.3 0.0 0.013 TL 10.00 PV Pipe: 15A -21.6 1.049 PL 13.83 PF 2.9 7A 35.0 0.0 14.4 0.0 8.0 100 FTG ---- PE 0.0 8A 35.0 0.0 17.3 0.0 0.209 TL 13.83 PV Pipe: 15B -44.9 1.049 PL 11.17 PF 12.0 8A 35.0 0.0 17.3 0.0 16.7 100 FTG T PE 0.0 8B 35.0 0.0 29.3 0.0 0.813 TL 14.74 PV Pipe: 16 -49.1 2.067 PL 14.67 PF 0.5 5A 35.0 0.0 26.6 0.0 4.7 100 FTG ---- PE 0.0 6A 35.0 0.0 27.1 0.0 0.035 TL 14.67 PV Pipe: 17 -104.9 2.067 PL 9.17 PF 2.3 6A 35.0 0.0 27.1 0.0 10.0 100 FTG T PE 0.0 6B 35.0 0.0 29.4 0.0 0.144 TL 16.31 PV Pipe: 18 -110.6 2.067 PL 9.17 PF 2.6 4A 35.0 0.0 27.4 0.0 10.6 100 FTG T PE 0.0 4B 35.0 0.0 30.0 0.0 0.159 TL 16.31 PV Pipe: 19 -54.5 2.067 PL 14.67 PF 0.6 3A 35.0 0.0 26.8 0.0 5.2 100 FTG ---- PE 0.0 4A 35.0 0.0 27.4 0.0 0.043 TL 14.67 PV Pipe: 20 -111.9 2.067 PL 9.17 PF 3.0 2A 35.0 0.0 28.1 0.0 10.7 100 FTG LT PE 0.0 2B 35.0 0.0 31.0 0.0 0.162 TL 18.45 PV Pipe: 21 -54.3 2.067 PL 29.50 PF 1.5 lA 35.0 0.0 26.5 0.0 5.2 100 FTG 3L PE 0.0 2A 35.0 0.0 28.1 0.0 0.043 TL 35.92 PV Pipe: 22 -57.8 4.026 PL 13.00 PF 0.0 12B 35.0 0.0 29.2 0.0 1.5 100 FTG ---- PE 0.0 10B 35.0 0.0 29.2 0.0 0.002 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 -115.3 4.026 PL 7.67 PF 0.1 10B 35.0 0.0 29.2 0.0 2.9 100 FTG ---- PE 0.0 8B 35.0 0.0 29.3 0.0 0.007 TL 7.67 PV Pipe: 24 -160.2 4.026 PL 10.33 PF 0.1 8B 35.0 0.0 29.3 0.0 4.0 100 FTG ---- PE 0.0 6B 35.0 0.0 29.4 0.0 0.012 TL 10.33 PV Pipe: 25 -265.1 4.026 PL 18.00 PF 0.6 6B 35.0 0.0 29.4 0.0 6.7 100 FTG ---- PE 0.0 4B 35.0 0.0 30.0 0.0 0.031 TL 18.00 PV Pipe: 26 -375.7 4.026 PL 18.00 PF 1.1 4B 35.0 0.0 30.0 0.0 9.5 100 FTG ---- PE 0.0 2B 35.0 0.0 31.0 0.0 0.059 TL 18.00 PV Pipe: 30 -487.6 4.026 PL 175.00 PF 18.4 2B 35.0 0.0 31.0 0.0 12.3 100 FTG 4L PE 0.0 TOR 35.0 0.0 49.5 0.0 0.096 TL 192.13 PV Pipe: 32 -487.6 4.026 PL 32.00 PF 5.3 TOR 35.0 0.0 49.5 0.0 12.3 100 FTG BD PE 13.9 BOR 3.0 0.0 68.6 0.0 0.096 TL 54.84 PV Pipe: 33 -487.6 6.065 PL 6.67 PF 0.3 BOR 3.0 0.0 68.6 0.0 5.4 120 FTG T PE 0.0 BFOUT 3.0 0.0 69.0 0.0 0.009 TL 36.67 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE BFIN 3.0 0.0 74.6 0.0 5.6 psi, 0.0 gpm BFOUT 3.0 0.0 69.0 0.0 Pipe: 35 487.8 7.981 PL 30.00 PF 0.2 SOURCE 0.0 SRCE 70.5 (N/A) 3.1 120 FTG TL PE -1.3 BFOUT 3.0 0.0 69.0 0.0 0.002 TL 78.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 50060248 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.029 gpm and a maximum imbalance at any node of 0.971 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.4 ft/sec at pipe 11. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 NOTES (USER): SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFiCES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. WATER SUPPLY ANALYSIS a q z r W 7t' � a 0 Fri -H U) 0 O N -H a) - -1 U) O O U -H 4J va %// //i rl N N 0 O 0 N 0 O CO O H 0 0 N O — w O — O 0 0 0 0 0 0 0 c' H O 0 0 0 0 0 0 N 0 m k..0 •r N H H 0rz0w aawM I zaw - -a -H- - FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/29/2008EY DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_OFFICES.SDF JOB TITLE: Sabey Data Ctr. - Offices 2nd Flr. WATER SUPPLY CURVE I \\\\\ I \\\\ I * <-92 0 psi @ 1481 gpm 90+ Flow Test Point I I I P 80+ R I E I S I S 70+ X U I R I E I 60+ ( I P I S I I 50+ I I I 40+ I I I 30+ I I I 20+ LEGEND " I" I X = Required Water Supply " I 70.45 psi @ 737.8 gpm " 10+ I 0 = Available Water Supply " I 107.21 psi @ 737.8 gpm " I" 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) McKinstry Fire Protection 5005 3rd Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for SOFTLAYER SERVER RACKS REMOTE AREA 1 @ SABEY DATA CENTER 3355 S. 120th PLACE — TUKWILA, WASHINGTON Contract Number: 8519 Date: 1/21/10 (REV 2/1/10) -Design Data - Occupancy Classification: ORDINARY Density: .15 Area of Application: 1950 Coverage per Sprinkler: 256 & 324 SQ. FT. Number of Sprinklers Calculated: 16 Total Sprinkler Water Flow Required: 763.7 Total Water Required (Including Hose): 1013.7 Flow and Pressure (@ BOR): 1013.7 AND 121.9 @ BOR Sprinkler K Factor: 14.0 Name of Contractor: McKinstry Co Designer: Judy Pierce Authority Having Jurisdiction: City of Tukwila Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA F3 > ' SI 9 / DATE: 2/1/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER WATER SUPPLY ANALYSIS E E Cn v • U Sa co v M 7 u >co m O O H H m a ro v m R E u v e v a $.4 c Q -H a -H f1 'O a U N 4 v u+- rtS -H 1-I (NI U) rl C -H Ol O ?i -H • • U) CO It 5 0' WN F[, a r -I F[,' co H N O N O 0 0 0 0 0 In N m r-1 r-1 O t9apC7w a,rzwcnu��xw W O O 0 0 CO 0 0 X t9 0 — 0 co O — 0 0 CZI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS8O\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 160.0 112.0 1800.0 143.4 1013.7 121.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1013.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 763.7 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. NOTES (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 1 29.5 K=14.00 8.7 A1.2, 256.0 0.150 0.161 2 29.5 K=14.00 9.7 43.6 256.0 0.150 0.170 3 29.5 K=14.00 7.6 38.7 256.0 0.L50 0.151 4 29.5 K=14.00 9.7 43.& 256.0 0.150 0.170 5 29.5 K=14.00 11.1 46.7, 256.0 0.150 0.182 6 29.5 K=14.00 13.8 52.1 324.0 0.150 0.161 7 29.5 K=14.00 9.6 43.3' 256.0 0.150 0.169 8 29.5 K=14.00 9.5 43.1, 256.0 0.150 0.169 9 29.5 K=14.00 11.6 47.6 256.0 0.150 0.186 10 29.5 K=14.00 9.2 42.5 256.0 0.150 0.166 11 29.5 K=14.00 13.9 52.2 256.0 0.150 0.204 12 29.5 K=14.00 12.1 48.6 324.0 0.150 0.150 13 29.5 K=14.00 16.7 57.1 256.0 0.150 0.223 14 29.5 K=14.00 16.1 56.3 256.0 0.150 0.220 15 29.5 K=14.00 11.8 48.1 256.0 0.150 0.188 16 29.5 K=14.00 17.8 59.0 256.0 0.150 0.231 102 36.8 - - - - 17.9 103 36.8 18.0 104 36.8 18.2 105 36.8 19.5 106 36.8 20.9 107 36.8 26.6 108 36.8 19.2 109 36.8 19.4 110 36.8 20.1 111 36.8 20.6 112 36.8 24.5 113 36.8 25.7 114 36.8 29.8 115 36.8 30.1 116 36.8 31.1 117 36.8 33.3 201 35.0 43.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. NOTES (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 202 35.0 44.0 203 35.0 46.2 204 35.0 45.6 205 35.0 84.4 206 17.0 110.2 207 3.0 117.3 208 3.0 - - - - 121.3 SOURCE 3.0 SOURCE 121.9 763.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 • DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 14.00 41.2 Disch 15.00 100 9.2 102 36.8 17.9 0.0 A1.000 2E: 3 2.85 3.2 1 29.5 8.7 41.2 1.049 17.85 0.695 12.4 Pipe: 2 14.00 43.6 Disch 12.00 100 8.3 103 36.8 18.0 0.0 A1.000 2E: 3 2.85 3.2 2 29.5 9.7 43.6 1.049 14.85 0.772 11.5 Pipe: 3 14.00 38.7 Disch 18.00 100 10.6 104 36.8 18.2 0.0 A1.000 3E: 4 4.28 3.2 3 29.5 7.6 38.7 1.049 22.28 0.617 13.7 Pipe: 4 14.00 43.6 Disch 14.00 100 9.8 105 36.8 19.5 0.0 A1.000 2E: 3 2.85 3.2 4 29.5 9.7 43.6 1.049 16.85 0.772 13.0 Pipe: 5 14.00 46.7 Disch 12.00 100 9.8 106 36.8 20.9 0.0 A1.000 2E: 3 2.85 3.2 5 29.5 11.1 46.7 1.049 14.85 0.874 13.0 Pipe: 6 14.00 52.1 Disch 12.00 100 12.8 107 36.8 26.6 0.0 A1.000 2E: 3 2.85 3.2 6 29.5 13.8 52.1 1.049 L4.85 1.072 15.9 Pipe: 7 14.00 43.3 Disch 14.00 100 9.7 108 36.8 19.2 0.0 A1.000 2E: 3 2.85 3.2 7 29.5 9.6 43.3 1.049 16.85 0.761 12.8 Pipe: 8 14.00 43.1 Disch 13.00 100 9.9 109 36.8 19.4 0.0 A1.000 3E: 4 4.28 3.2 8 29.5 9.5 43.1 1.049 17.28 0.756 13.1 Pipe: 9 14.00 47.6 Disch 10.00 100 8.5 110 36.8 20.1 0.0 A1.000 2E: 3 2.85 3.2 9 29.5 11.6 47.6 1.049 12.85 0.908 11.7 Pipe: 10 14.00 42.5 Disch 17.00 100 11.4 111 36.8 20.6 0.0 A1.000 2E: 3 2.85 3.2 10 29.5 9.2 42.5 1.049 19.85 0.735 14.6 Pipe: 11 14.00 52.2 Disch 10.00 100 10.6 112 36.8 24.5 0.0 A1.000 2E: 3 2.85 3.2 11 29.5 13.9 52.2 1.049 12.85 1.074 13.8 Pipe: 12 14.00 48.6 Disch 15.00 100 13.7 113 36.8 25.7 0.0 A1.000 2E: 3 2.85 3.2 12 29.5 12.1 48.6 1.049 17.85 0.942 16.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 14.00 57.1 Disch 10.00 100 13.2 114 36.8 29.8 0.0 A1.000 2E: 3 2.85 3.2 13 29.5 16.7 57.1 1.049 12.85 1.271 16.3 Pipe: 14 115 14 Pipe: 15 116 15 Pipe: 16 117 16 Pipe: 17 103 102 Pipe: 18 104 103 Pipe: 19 105 104 Pipe: 20 106 105 Pipe: 21 107 106 Pipe: 22 201 107 Pipe: 23 109 108 Pipe: 24 110 109 Pipe: 25 111 110 36.8 29.5 36.8 29.5 36.8 29.5 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 36.8 35.0 36.8 36.8 36.8 36.8 36.8 36.8 36.8 14.00 30.1 16.1 14.00 31.1 11.8 14.00 33.3 17.8 0.0 18.0 17.9 0.0 18.2 18.0 0.0 19.5 18.2 0.0 20.9 19.5 0.0 26.6 20.9 0.0 43.6 26.6 0.0 19.4 19.2 0.0 20.1 19.4 0.0 20.6 20.1 56.3 Disch 0.0 56.3 48.1 Disch 0.0 48.1 59.0 Disch 0.0 59.0 0.0 41.2 41.2 41.2 102 43.6 2 84.8 84.8 103 38.7 3 123.5 123.5 104 43.6 4 167.1 167.1 105 46.7 5 213.8 213.8 106 52.1 6 265.9 0.0 43.3 43.3 43.3 108 43.1 8 86.4 86.4 109 47.6 9 134.1 A1.000 1.049 A1.000 1.049 A1.000 1.049 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2E: 3 3E: 4 2E: 3 E: 4 T: 9 11.00 100 2.85 13.85 1.235 20.00 100 4.28 24.28 0.925 11.00 100 2.85 13.85 1.350 5.00 100 0.00 5.00 0.021 2.50 100 0.00 2.50 0.079 8.50 100 0.00 8.50 0.158 5.00 100 0.00 5.00 0.277 13.00 100 0.00 13.00 0.436 12.00 100 12.85 24.85 0.653 7.50 100 0.00 7.50 0.023 8.50 100 0.00 8.50 0.082 3.00 100 0.00 3.00 0.184 14.0 3.2 17.1 19.3 3.2 22.5 15.5 3.2 18.7 0.1 0.0 0.1 0.2 0.0 0.2 1.3 0.0 1.3 1.4 0.0 1.4 5.7 0.0 5.7 17.0 -0.8 16.2 0.2 0.0 0.2 0.7 0.0 0.7 0.6 0.0 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 134.1 110 X2.70 100 3.9 112 36.8 24.5 42.5 10 2.000 0.00 0.0 111 36.8 20.6 176.6 2.157 12.70 0.306 3.9 Pipe: 27 113 112 Pipe: 28 202 113 Pipe: 29 115 114 Pipe: 30 116 115 Pipe: 31 117 116 Pipe: 32 204 117 Pipe: 33 202 201 Pipe: 34 203 202 Pipe: 35 203 204 Pipe: 36 205 203 Pipe: 37 206 205 Pipe: 38 207 206 36.8 36.8 35.0 36.8 36.8 36.8 36.8 36.8 36.8 36.8 35.0 36.8 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 17.0 35.0 3.0 17.0 0.0 25.7 24.5 0.0 44.0 25.7 0.0 30.1 29.8 0.0 31.1 30.1 0.0 33.3 31.1 0.0 45.6 33.3 0.0 44.0 43.6 0.0 46.2 44.0 0.0 46.2 45.6 0.0 84.4 46.2 0.0 110.2 84.4 0.0 117.3 110.2 176.6 111 52.2 11 228.7 228.7 112 48.6 12 277.3 0.0 57.1 57.1 57.1 114 56.3 14 113.4 113.4 115 48.1 15 161.5 161.5 116 59.0 16 220.5 0.0 265.9 107 265.9 265.9 201 277.3 113 543.2 0.0 220.5 117 220.5 220.5 204 543.2 202 763.7 0.0 763.7 203 763.7 0.0 763.7 205 763.7 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 2.000 2.157 4.000 4.260 E: 4 T: 9 E: 4 T: 9 4.000 T:19 4.260 4.000 E: 9 4.260 4.000 4.260 4.000 4.260 2E:19 2ETBD 2.40 100 0.00 2.40 0.494 12.00 100 12.85 24.85 0.706 7.00 100 0.00 7.00 0.038 7.50 100 0.00 7.50 0.135 8.50 100 0.00 8.50 0.260 12.00 100 12.85 24.85 0.462 18.00 100 0.00 18.00 0.024 6.00 100 18.56 24.56 0.089 29.00 100 9.28 38.28 0.017 209.50 100 18.56 228.06 0.167 41.00 100 67.09 108.09 0.167 25.00 120 6.000 2E:36 36.00 6.357 61.00 0.017 1.2 0.0 1.2 18.3 -0.8 17.5 0.3 0.0 0.3 1.0 0.0 1.0 2.2 0.0 2.2 12.3 -0.8 11.5 0.4 0.0 0.4 2.2 0.0 2.2 0.6 0.0 0.6 38.1 0.0 38.1 25.9 -7.8 18.1 .f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/1/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASS80\SDC-SL2.SDF JOB TITLE: SDC SOFTLAYER Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 208 3.0 121.3 207 3.0 117.3 0.0 763.7 206 763.7 Fixed Pressure Loss Device 4.0 psi, 763.7 gpm Pipe: 40 Source 0.0 2E:62 50.00 140 0.6 SOURCE 3.0 121.9 763.7 207 D8.000 T:59 128.00 0.0 208 3.0 121.3 763.7 8.390 G: 7 178.00 0.003 0.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.072 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.3 ft/sec at pipe 28. FRasl PE0.)ctr•JC:Eri tIPTER AL E; 7,/ 7cd 0 To: Fire Protection Lt Tomaso I Lt. Kohler 2003 - i Fax: 206-575-4439 08:27. ktESS P Ell ./Vii " '::r From; Randy Smythe, Boeing Facilities Date: 01/19101 425-393-6314 shop 2O6 -797-8i2 pager 425-143-1791 fax I would like to request a Demo Permit number to accomplish the removal of a paint booth. It is located at the Boeing EMWCP, 3417 So. 120th Pt. 21-01 building, column F-1. One sprinkler head will be removed, ills fed from SV -3. I UKVVILA FIRE DEPARTMLN1 Please call: 575-4407 and give this job No. r5 S nd :,,xact address for shut. down or restoration approval, Thank You Randy Smythe, Boeing Facilities FWr.GM MPTERIPLE; -3=f717S1 • • • • • • • • C To: Fire Protection Lt_ Tomaso / Li Kohler 2001 U -3E 12; E FILE #Se4 P-01/01 -.-.-.-- ---._ -- FUKVltlta4 fiRE- DEPAR1'MENI Please call: 575-4407 and give this job Fax: 206-575-4439N0. O /—r516'7-2-0 and exact address for shut, down or restoration approval. From: Randy Smythe, Boeing Facilities Date: 01/16/01 425-393-6314 shop 206-797-8182 pager 425-393-1791 fax /.two 0A/1y / /// / a/ 0 For Review 0 Please Comment El Please Reply 0 Please Recycle I would filo to request a Demo Permit number to accomplish the removal of a sanding booth. It is located at the Boeing EMWCP, 3417 So. 12e PI., 21-01 building, column G-6. Seven sprinkler heads will be removed, they are feed from SV- 3. Thank You Randy Smythe, Boeing Faciildes FROM PDVPNCED MPTER 1 PL .S 3S7,1 o 2001 , 0.1 -1 .S 12: 07 #ES2 P 01/0 FILE XFfit.,,4;:.-;:m ,.-z-,w,14,44,1iy ",:'•!q; t, .d.Pr• - illKWILA FIRE OEPARTMEN1 Please cail: 575-4407 and give this job 206-5754439 Ta: Fir e Protection Fax; and exact address for shut, ' down or restoration approval. Lc. Tomas() /Lt Kohler be--2770 From: Randy Smythe, &icing Facilities Date: CU/L5/OI ///0/9/ 425-393-6314 strop 206-797-8182 pager 425-393-1791 fax I would like to request a Demo Permit number to accomplish the removal of two paint booths and a curing oven. These are located at the Boeing EMWCP, 3417 So. 120th PI, 21-01 building, column J-5. Eight sprinkler heads will be removed, they are fed from SV -2. Thank You Randy Smythe, Boeing Facifities FROM : PriVriNCED iIPTER 7.S2:1 • • • • , . . . • , . . , MI To: Fire Protection Lt. Tomas° / Lt. Kohler Fax: 2001 ,cai —IDS ll:04 #87E P-211/01 93-5 5 / /P( aro and type- addres) FILE 206-575-4439 • . , From; Randy Smythe 425-393-6314 shop 206-797-8182 pager 425-393-1791 fax nio Permit Date! 01/09/01 fUKWILA FIRE 0EPArifivic.N4 Please call: 575-4407 and give this job No. (5/— and exact address for shut- down or restoration approval. DL-g/le, c'v/ //1/0/ 0 For Review LI Please Comment LI Pse Repdy U Please Recr.f. e would like to request a Demo Permit number to accomplish the removal of a freezer. One sprinkler head will be removed (feti from Sit -3). Also a hose rack needs to be removed from a wall that Is being torn down (fed from SP -1). These are located at the Boeing EMWCP, 3417 So. 120th PI, 21-01 building, column E-3. Thank You MAY -19,20061 14:20 FROM: SABEY CONSTRUCTION May 19, 2000 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Attention: U. Steve Kohler; D. Don Tomaso RE: Gentlemen: T T5+443 F. 002.002 FUKWILA FIRE DEPAtt EMtiUU Please call: 575-4407 and give this job No. 00 /87 and exact address for shut- down or restoration approval, i 1nc ©N( 5// l/vo N nes ly ,ke_el-- ST City of Tukwila Permit No. D2000-134 Building Demolition at Boeing Building 2105 Exodus Seattle 3 Sabey Construction, Inc. is beginning work at the Exodus 3 project site. This work is scheduled at the building formerly occupied by Boeing, Building 2105, residing at 3355 S. 120th St., Tukwila, WA. Currently, we are beginning the demolition phase and require a fire system shutdown. We will provide a 24/7flre watch, which will be provided by Exodus security forces_ Their point of contact number is 206.988.6527. Should you require further information, please do not hesitate to contact me at 206.730.1423. Sincerely, SABEY CONS RUCTION, • Eric D. Strand Project Superintendent ce Ken Stickley, Facilities Manager Doug Gardner, Project Manager File ARCHITECTURE Salley Construi,tion, Inc. CONSTRUCTION 12201 Tukwila International Blvd, 4th Floor OEvtr01'MENT Seattle, Washini3tnn 98168-S121 206! .2$1-4200 main lint, Q6/ 281-0920 fax line www.sabey.corn C:\Users\ F7, .3s37 C ID Without Comments lir As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance wilt current City standards. Acceptance I5 $I1DjeCt to enots and omissions which do not imorize violations,of adopted szandards and orOinanct,i2t,-„ -rile responsibility for the adequacy of design wiUy with the designer. Additions, deietions or revisions to these drawings after this date will \mid thsacceptance and will require a resubmittal of revieet:1 drawings fo,T. subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Are Prevention Bureau. Date: V -3 -1 By: 4- TUMILA FIRE DEPARTMEar PleaSe call 206-575-4407 and give this Re PerrnIt No. and exact address for shut- down or restoration approval. wrieurive - Jonnsori k..orirots\irrojects\apeyv\s-burlus\r-u-u.awg, 411L/LUI 6:1...57J4+ UYvi 1 0 rUr.pC.5 APPLICABLE CODES & STANDARDS JURISDICTIONS WITHIN THE STATE MAY HAVE AMENDMENTS TO THE STATE ADOPTED CODE. CHECK WITH THE LOCAL JURISDICTION AUTHORITY FOR MORE DETAILS. National Fire Alarm Code (NFPA 72), 2013 Edition National Electric Code (NFPA 70), 2014 Edition 2015 International Building Code with statewide amendments 2015 International Mechanical Code with statewide amendments 2015 International Fire Code with statewide amendments 2015 International Exiting Building Code with statewide amendments found in the IBC ICC/ANSI A117.1-09, Accessible and Usable Buildings and Facilities with statewide amendments );. • OCCUPANCY TYPE(S): SPRINKLER PROTECTION: B Business Group UNKNOWN SCOPE OF WORK EXISTING FIRE ALARM SYSTEM: PROVIDE NEW DEVICES, AND RELOCATE EXISTING DEVICES AS SHOWN ON DRAWINGS. N1 NEW INE NEW HEAT DETECTORS IN SDC42 GENERATOR ROOM. 1 NEW HORN STROBE IN SDC42 GENERATOR ROOM. 4 NEW DUCT DETECTORS IN SDC42 MECHANICAL ROOM. ALL NEW WIRING TO BE CLASS B. THE EXISTING FIRE ALARM SYSTEM SHALL NOT BE DISCONNECTED OR TAKEN OUT OF SERVICE WITHOUT WRITTEN PERMISSION FROM THE OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER THE TIMING OF ANY EXISTING FIRE ALARM SYSTEM DEMOLITION WORK. ABBREVIATIONS LEGEND AC = ABOVE CEILING AFF = ABOVE FINISHED FLOOR AHJ = AUTHORITY HAVING JURISDICTION ALM = ALARM ANN = ANNUNCIATOR BMS = BUILDING MANAGEMENT SYSTEM C = CEILING MOUNTED CD = CANDELA RATING DET = DETECTOR DGP = DATA GATHERING PANEL E = EXISTING TO REMAIN EOL = END OF LINE EPO = EMERGENCY POWER OFF FAA = FIRE ALARM ANNUNCIATOR FAC = FIRE ALARM CONTROL PANEL FAT = FIRE ALARM TERMINAL CABINET FBO = FURNISHED BY OTHERS FCC = FIRE COMMAND CENTER FSD = FIRE SMOKE DAMPER FTR = FIRE ALARM TRANSPONDER H = HIGH HUMIDITY HT = HEIGHT HVA HEATING VENTILATION Et AIR C CONDITIONING IMS = INFORMATION MANAGEMENT SYSTEM MAX = MAXIMUM MIN = MINIMUM N/A = NOT APPLICABLE NAC = NOTIFICATION APPLIANCE CIRCUIT NDU = NETWORK DISPLAY UNIT NEC = NATIONAL ELECTRIC CODE NFPNATIONAL FIRE PROTECTION A = ASSOCIATION NIC = NOT IN CONTRACT NPU = NETWORK PROCESSING UNIT NTS = NOT TO SCALE PAP = PRE -ACTION PANEL RC = EXISTING TO REMOVE AND COVER RD = EXISTING DEVICE TO BE RELOCATED RL = RELOCATED DEVICE RR = REMOVE EXISTING & REPLACE WITH NEW SCC = STATUS COMMAND CENTER SLC = SIGNALING LINE CIRCUIT SMK = SMOKE SUP v = SUPERVISORY TAC = TRUEALERT ADDRESSABLE CONTROLLER TRB = TROUBLE TS = TAMPER SWITCH TYP = TYPICAL UON = UNLESS OTHERWISE NOTED VCC = VOICE COMMAND CENTER VT = VALVE TAMPER W = WATTAGE SYSTEM SEQUENCE OF OPERATIONS NOTE: 1. REFER TO EXISTING SYSTEM MATRIX AND CONFIRM SEQUENCE OF OPERATIONS BELOW. 2. MATCH EXISTING OR UPDATE ACCORDINGLY. SYSTEM INPUTS JOHNSON CONTROLS CONTACTS Sales Representative MATT STEWART MATTHEW.STEWART@JCI.COM PHONE: 480-303-9911 PROJECT DIRECTORY Site Sabey Building 5 SDC42 D BUSS FIRE ALARM 3355 S 120th PI Tukwila, Wa 98168 DEVICE TAG LEGEND W/ = WITH W/O = WITHOUT WF WATERFLOW WG = WIRE GUARD WP = WEATHERPROOF XP = EXPLOSION PROOF ("rd (—Am 1:T2:A2:1-1(E1:1) CTRL. UNIT ANNUNCIATION NOTIFICATION Drawings Prepared By FRANK ADAMS FRANK.ADAMS@JCI.COM PHONE: 480.446-2671 Johnson Controls FPLP District - 458 9520 10th Ave S Seattle, Wa 98108 PANEL DESIGNATOR • FA: = FACP (NON -NETWORK) • #: = NODE NUMBER • T#: = TRANSPONDER NUMBER • #:T# = NODE:TRANSPONDER NUMBER • N#: = NAC EXTENDER NUMBER CIRCUIT DESIGNATOR • D# = DOOR HOLDER CIRCUIT NUMBER • F# = FIRE PHONE CIRCUIT • H# = AUDIBLE (HORN) CIRCUIT NUMBER • M# = IDNET LOOP NUMBER • P# = POWER CIRCUIT NUMBER • S# = SPEAKER CIRCUIT NUMBER • V# = VISUAL CIRCUIT NUMBER DEVIdalti tif NUMBER BRANCH / ISOLATED LOOP DESIGNATOR: • (Lit) = IDNET ISOLATED LOOP NUMBER FIRE SAFETY CONTROL A B C D E F G H J K L M N 0 W AA AB AC AD AE AF AG AN Al AJ 1 MANUAL PULL STATION • • • • • • • . 1 2 HEAT SENSOR/DETECTOR • • • • • • • 2 3 FIRE ALARM AC POWER FAILURE • • • • -, 3 4 OPEN CIRCUIT OR GROUND FAULT • • • • ) 4 5 FIRE ALARM SYSTEM LOW BATTERY • • • • 5 6 CLASS B NOTIFICATION CIRCUIT (NAC) - SHORT • • • • 6 7 7 8 •8 9 9 10 10 1111 ' 12 •12 13 •13 14 14 15 15 16 ' 16 17 , 17 18 18 19 19 20 20 21 •21 22 22 23 23 24 •24 25 25 26 26 27 27• 28 28 2929 ' 30 •30 31 31 32 32 ABCD EFGH I JK LMNO PJQRS TUVW X YZAAABACADAEAFAGAHAIAJ PAID APR -221 TUKWILA FIRE „0.3-2-° CO - DESCRIPTION rt 0 w N S E a. 2 a 9 LU LU w CO SABEY BUILDING 5 SDC42 D BUSS LU co >0 - LU iiis4C cct >LU ca- F- 0 0 Cl) LU AHJ: 8-2-18 DRAWN BY: FA DRAWN BY DATE: 4-2-19 DESIGNED BY: MS DESIGNED BY DATE: 4-2-19 CHECKED BY: MS CHECKED BY DATE: 4-2-19 JOB# : SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAME/NUMBER: FS.DWG SHEET: FS -0.0 QF REV: DATE: 2-1-D24 O 2-1-D23 2-1-D22 2-1-D21 2-1-D13 O 2-1-D19 STOAC JAS 3ATTHY oov 0 2-1-D25 2-1-D26 2-1-D27 0 2-1-D28 2-1-D29 0 2-1-D30 2-1-M36 2-1-M23 B E\i'°ATOF)� � OOV � --3 OCCDA\CYl 2-1-D36 2-1-D35 2-1-D34 2-1-D33 2-1-D32 2-1-D31 6-1-M15 0 2-1-D37 2-1-D38 0 0 Q 2-1-D39 2-1-M14 2-1-M1 SIG FCPS I 2-1-D40 2-1-D41 BOOSTER 1.4 2-1-D42 SYNC WIRE N y/}} W WO m N Ir § 1-4-M® 1-4-® 1-4-® 1-4-®1 1-4-1„22 2-1-M24 Q SPRINKLER ROOM AIS TACE \\EL CE\iATO ROOV STAIR #5 111111111U i%, Z.f AW 1-4-M77 -t�t6 PLAN NORTH 1ST FLOOR DEVICE PLACE SCALES /8" = 1'-0" vIENT PAN SECTION C Will VIII 11111111101•1111111111111111 4 8 (IN FEET) DRAWN BY: FA DESIGNED BY: MS CHECKED BY: MS JOB#: DRAWN BY DATE: 4-2-19 DESIGNED BY DATE: 4-2-19 CHECKED BY DATE: 4-2-19 KEYP_A\ SCALE: NTS DRAWING SIZE: AS NOTED FILE NAMEINUMBER: D -SHEET (24 X 36) FS.DWG OP DATE: C:\Users\ : ,t _�._� � , : �� neurrvewneurrve - Jonnson Lontroisvlrrojects\aDeyv- s-bunas\r�-i-5.awg, '-f/ zui 45: 4:uz irvr, uvvL r 0 r,ur.pc.5 C:\Users\ 1-5-D123 1-5-D121 1-5-M65 1-5-D1221 1-5-D120 1-5-D118 1-5-D115 1-5-D-114 1-5-D129 EQ L1 -5-D111 CIR #1 17A-2-4 [7A-2-5 1-5-D125 1N RELOCA% 1-5-D126 \95cd 0 e_)_a 1-5-D127 75cd 0 1-5-D112 1-5-D-128 1-5-D131 75cd 0 1-5-D132 1-5-0109 1-5-D110 PNL:PDC 0 1-5-D11 FPS7A 3R 120VAC -52-CB2 2- 7- 1-5-D130 — 0 1-5-D113 BOOSTER 2.5 2-2-D98 r 1-5-M63 1-5-M66 2-2-D97 2-2-D124 2-2-D102 2-2-D101 2-2-D100 2-2-D96 2-2-D95 2-2-D27 5-D108 I2A-4-5 30cd 12B-3-51‘ � 15cd , 126-3-61 15cd EOL CKT 42-263 15cd EOL CKT 42-2A-3 -8- I2A-3-6I 15cd EOL c IR #Z 2-2-D10 2-2-D11 2-2-D12 2-2-D13 2-2-D14 2-2-D15 2-2-D16 2-2-D17 2-2-DI8 2-2-D19 2-2-D20 2-2-D21 2-2-D22 2-2-D23 2-2-D24 2-2-D25 -5-DI07 2-2-D49 2 2-D48 2-2-M21 I _--- L----- II J L I 2-2-D68 F T (----> ' 0' 0 0 0 2-2-D47 2.2•D46 1 2-2-D45 L---- —_---I� -- -- II J —_—_ — I L -- J r I L---- _----1 - - I J r---__ I - _ L I �-- J 2-2-D43 0 2-2-D42 2-2-041 2-2-040 0 2.2-D39 2-2-D38 2 '-D37 ) 2-2-D36 2-2-D35 2-2-D34 2-2-D33 2-2-D32 2-2-D30 2-2-D29 0 2-2-D28 1 1-5-D137 2M9 1 0 2-2- 2-2-M6 7-3-1 EOL CIR #3 -` 2-2-D68 F T ' 0' 0 0 1 1 2-2-D61 L---- —_---I� -- -- II J —_—_ — I L -- J r I L---- _----1 - - I J r---__ I - _ L I �-- J 2-2-041 2-2-040 0 2.2-D39 2-2-D38 2 '-D37 ) 2-2-D36 2-2-D35 2-2-D34 2-2-D33 2-2-D32 2-2-D30 2-2-D29 0 2-2-D28 1 1-5-D137 2M9 1 0 2-2- 2-2-M6 7-3-1 EOL CIR #3 2B-3-1 I 2-D55 2-2-D106 2-2-D56 2-2-D57 2-2-D59 2-2-D63 2-2-D64 1N 2-2-D51 2-2-D60 2-2-052 2-2-D65 l n 2-2-D70 2.2-D71 0 2-2-D75 2-2-D74 30fSTFR 7 4 I2B-2-1 2-2-D78 1-5-D138 BOOSTER 2.7 + --- r1 B2 -7:V2-7 PLAN NORTH SCALE1/8" = 1'-0" MIN INN gill* EiNfiefte!_1,110beF,_,Au KEYRLAN DRAWN BY: FA DRAWN BY DATE: 4-2-19 SCALE: NTS DESIGNED BY: MS CHECKED BY: MS DRAWING SIZE: D -SHEET (24 X 36) DESIGNED BY DATE: 4-2-19 CHECKED BY DATE: 4-2-19 SCALE: AS NOTED FILE NAMEINUMBER: FS.DWG -` 2-2-D68 F T 0' 0 0 2-2-D105 2-2-D61 2-2-D73 2B-3-1 I 2-D55 2-2-D106 2-2-D56 2-2-D57 2-2-D59 2-2-D63 2-2-D64 1N 2-2-D51 2-2-D60 2-2-052 2-2-D65 l n 2-2-D70 2.2-D71 0 2-2-D75 2-2-D74 30fSTFR 7 4 I2B-2-1 2-2-D78 1-5-D138 BOOSTER 2.7 + --- r1 B2 -7:V2-7 PLAN NORTH SCALE1/8" = 1'-0" MIN INN gill* EiNfiefte!_1,110beF,_,Au KEYRLAN DRAWN BY: FA DRAWN BY DATE: 4-2-19 SCALE: NTS DESIGNED BY: MS CHECKED BY: MS DRAWING SIZE: D -SHEET (24 X 36) DESIGNED BY DATE: 4-2-19 CHECKED BY DATE: 4-2-19 SCALE: AS NOTED FILE NAMEINUMBER: FS.DWG FILE PATH: Y\ Master drawings\West Fire\Sabey S Master\Seattle Childrens 608636411\FA-001dwg LAST SAVED BY: JADAMSFR LAST PRINTED: 8-10-18 24" x 36" • Arch D Size .3 35S 5 70? P( Witho1I_ ,a-Y11nent C7 As Notec ... R.e4, Per The Atocheci Letter "hese plans have been reviewed by The Tukwila Fire -vention Bureau for conformance • tit current City r7indarcis. Accep nc e is subjec ; : a ors and .nissions which do r:ot. authorize violations of adopted .andards and oral :°races. The responsibility for the Aequacy of desi9 ;, totally with the designer. editions, ci rAetior.,• f evislons to oese drawings after -.-tis date wig void :<<:eptance and will require a , esubmittai o rent. •,::' drawings for sub egtent approval. ;=final acceponce ojeci. co field test and inspection by Tne Tukwila Etre Pfevendon Bureau. Date: 9- I `i " g By: J -' JK ILA FIRE DEPARTMENT tease call 205-575-4+37 and . ivr this Fire e Permit No. ham; for shut - Johnson '/ ,k - Controls SEATTLE CHILDRENS TI EAST HORN STROBE TI FIRE ALARM SYSTEM JOHNSON CONTROLS CONTACTS DRAWING INDEX LEGENDS APPLICABLE CODES & STANDARDS GENERAL NOTES L THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT & FIELD DEVICES. EXACT ROUTING OF CONDUITS IS TO BE DETERMINED IN THE FIELD BYTHE INSTALLING CONTRACTOR TOSUIT CONDITIONS. AU. CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 2. SHOULD ANY CONDTDONS EXIST THAT DIFFER FROM WHAT IS INDICATED ON THESE DRAWINGS WHICH CAUSE MAJOR DEVIATIONS IN THE WORK SHOWN, THE CONTRACTOR SHALL CONTACT JOHNSON CONTROLS IN A TIMELY MANNER SO AS NOT TO IMPAIR THE CONSTRUCTION SCHEDULE. 3. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENTS IN C RCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE AFFECTED BY ANY AUTHORIZED CHANGE. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. 4. A STAMPED SET OF APPROVED FIRE ALARM DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR INSTALLATION. 5. THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V, 20A BRANCH CIRCUIT BREAKER, AND SHALL HAVE A RED MARKING, LOCK -ON PROVISION AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL' THE LOCATION OF THE CIRCUIT DISCONNECT MEANS (CIRCUIT BREAKER) SHALL BE PERMANENTLYIDENT4TED AT THE FIRE ALARM CONTROL UNIT. 6. UPDATE THE AS -BUILT DRAWING SET DAILY WITH JOB PROGRESS. RETURN THE AS -BUILT DRAWING SET TO JOHNSON CONTROLS NO LATER THAN 7 DAYS AFTER FINAL TEST. 7. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMANLIKE MANNER 8. DO NOT APPLY POWER EXCEPT IN THE PRESENCE OF A FACTORY TRAINED JOHNSON CONTROLS TECHNICAL REPRESENTATNE 9. ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM INSTALLER 10. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL CHUNG, AND ROOF ASSEMBLIES ANY TIME THAT WORK'S NOT ACTIVELY BEING PERFORMED. 11INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND NON -POWER LIMITED FIELD WIRING MUST BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE ELECTRICAL CODES. REFER TO' APPLICABLE CODES & STANDARDS' FOR SPECIFIC CODE REFERENCES. 12. ALL WIRING SHALL BE INSTALLED ACCORDING TO APPLICABLE ELECTRICAL CODES. 13. FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODES. MARK ALL FIRE ALARM WIRES IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODE SECTIONS FOR POWER LIMITED AND NON -POWER LIMITED WIRE 14 FIRE ALARM CABLE INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP. 15. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR OR CABLES INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL BE TYPE FPLR 16. FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET LOCATIONS. 17. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE APPLICABLE ELECTRICAL CODES, WHERE APPLICABLE 18. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 19. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE 20. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 21 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING. 22. MAINTAIN MAXIMUM CONDUIT FILL RATIO AS PER APPLICABLE ELECTRICAL CODES REQUIREMENTS. 23. EXISTING CONDUITS MAY BE USED BY THE INSTALLATION CONTRACTOR AS DEEMED NECESSARY; HOWEVER ANY EXISTING CONDUIT WILL BE USED ONLY IF CONDUITS MEET CURRENT STANDARDS AND CODES. JOHNSON CONTROLS MAKES NO STATEMENTS WRITTEN OR VERBAL AS TO THE CONDITION OF EXISTING CONDUITS. IMPORTANT NOTICE TO USER This information may not be sold or transferred to any third party, used on other projects or additions to the project for which it was prepared, or used for completion of this project by any third party. Johnson Controls disdaims all liability for the use or reuse of altered files by the user or any third party and such use will be a user's sole risk. User shall, to the fullest extent permitted by law, defend, indemnify, and hold Johnson Controls harmless from any and all daims for loss, damage or injury arising directly or indirectly from any such unauthorized use FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION BRAND MODEL BOX CODE WIRE TYPE PANELS & ANNUNCIATORS FE REMOTE POWER SUPPLY, 120 VAC NOTIFIER FCPS24-S8 UTP SOLID 18 AWG NAC INITIATING DEVICES F MANUAL PULL STATION JQ JNGB-12LX 5 M O THERMAL HEAT DETECTOR BASE 1C[ 59511 B210LPJ X M MODULES & RELAYS ® MONITOR MODULE 1Q M300MJ 14 AWG M Z ® RELAY MODULE JQ M300RJ 1 MANUAL PULL STATION M R 'Op CONTROL MODULE xi M300CJ X MP V NOTIFICATION APPLIANCES Al* C MULTI -CANDELA HORN/STROBE, CEILING MOUNT, RED, FIRE, CLEAR LENS SYSTEM SENSOR PC2RL 2 COND. SOLID V MISCELLANEOUS DEVICES VESDA LASER FOCUS ASPIRATING SMOKE DETECTOR )(TRAITS VIS -500-00 Z f� MAX CONDUCTOR AREA VESDA LASER PLUS ASPIRATING SMOKE DETECTOR XTRALJS VIP -021-00 1/2' 3/4' r P Z ME 0.60 SQINCH* 0.82 SQINCH * 1.34 SQ INCH * VESDA BATTERY BOX AMP/HR BATTERIES **OUTDOOR AERIAL CABLE REQUIRES MESSENGER ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM INSTALLATION. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS. RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE UPON REQUEST. VBC-001 VBT-012 BATT12 BACKBOX CODES FOR ADDITIONAL BACK BOX OPTIONS, REFER TO THE XX -700 SERIES DRAWINGS OR PRODUCT DATA SHEETS AND INSTALLATION INSTRUCTIONS. FIRE ALARM WIRE UST ACCEPTABLE CABLE TYPES 0 CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES a a = FE o ri M SLC UTP SOLID 18 AWG X X 5 P POWER 2 COND. SOLID 18 AWG X X X AA AB AC R RELAY 2 COND. SOLID 14 AWG AG X X X REMARKS 1 MANUAL PULL STATION • V VISUAL SIGNAL 2 COND. SOLID 14 AWG X X • • • Z ZONE (IDC) 2 COND. SOLID 16 AWG X X X CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA NOTES 1/2' 3/4' r 0.12 SQINCH* 021 SQINCH • 0.34 SQINCH * 1-1/4- 1 -IR' 2' 0.60 SQINCH* 0.82 SQINCH * 1.34 SQ INCH * *40%FILL PER NEC. SUBSCRIPT u: UNSHIELDED CABLES MIXED WITH SHIELDED CABLES OF SAME CIRCUIT DESIGNATION. **OUTDOOR AERIAL CABLE REQUIRES MESSENGER ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM INSTALLATION. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS. RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE UPON REQUEST. JURISDICTIONS WITHIN THE STATE MAY HAVE AMENDMENTS 10 TIE STATE ADOPTED CODE CHECK WITH THE LOCAL JURISDICTION AUTHORITY FOR MORE DETAILS. National Fire Alarm Code (NEPA 72), 2013 Edition National Electric Code (NEPA 70), 2014 Edition 2015 International Building Code with statewide amendments 2015 International Mechanical Code with statewide amendments 2015 International Fire Code with statewide amendments 2015 International Existing Building Code with statewide amendments found in the IBC ICC/ANSI A1171-09, Accessible and Usable Buildings and Facilities with statewide amendments OCCUPANCY TYPE(S): SPRINKLER PROTECTION: B Business Group UNKNOWN Sales Representative MATT STEWART MATTHEWSTEWART@JQCOM PHONE480-303-9911 Drawings Prepared By FRANK ADAMS FRANKADAMS@JCLCOM PHONE480-446-2671 PROJECT DIRECTORY SCOPE OF WORK EXISTING FIRE ALARM SYSTEM: PROVIDE NEW DEVICES, AND RELOCATE EXISTING DEVICES AS SHOWN ON DRAWINGS. ALL NEW WIRING TO BE CLASS B. THE EXISTING RRE ALARM SYSTEM SHALL NOT BE DISCONNECTED OR TAKEN OUT OF SERVICE WITHOUT WRITTEN PERMISSION FROM THE OWNER ITIS THE CONTRACTORS RESPONSBUIIY TO COORDINATE WITH THE OWNER THE TIMING OF ANY EXISTING FIRE ALARM SYSTEM DEMOLITION WORK Site SABEY BUILDING 5 3355S120THPL TUKWI A, WA 98168 Johnson Controls District -.175 9520 10TH AVE S. SEATTLE, WA 98108 PHONE 206-381-3090 FAX 206-381-3490 SERVICE 206-381-3090 00 ON 01CO CO te 0 a co rn In no -. Qb aryQWV `0 OJJ ABBREVIATIONS LEGEND DEVICE TAG LEGEND AC = ABOVE CEILING AFF = ABOVE FINISHED FLOOR AHJ = AUTHORITY HAVING JURISDICTION ALM = ALARM ANN = ANNUNCIATOR BMS = BUIIDING MANAGEMENT SYSTEM C = CEILING MOUNTED CD = CANDELA RATING DET = DETECTOR DGD = DATA GATHERING PANEL E = DUSTING TO REMAIN EOL = END OF LINE EPO = EMERGENCY POWER OFF FAA = FIRE ALARM ANNUNCIATOR FACP = FIRE ALARM CONTROL PANEL FATC = FIRE ALARM TERMINAL CABINET FB0 = FURNISHED BY OTHERS FCC = FIRE COMMAND CENTER FSD = FIRE SMOKE DAMPER FTR = FIRE ALARM TRANSPONDER H = HIGH HUMIDITY HT = HEIGHT HVAC = HEATING VENTILATION & AIR CONDITIONING IMS = INFORMATION MANAGEMENT SYSTEM MAX = MAXIMUM MIN = MINIMUM N/A = NOT APPUCABLE NAC = NOTIFICATION APPLIANCE CIRCUIT NDU = NETWORK DISPLAY UNIT NEC = NATIONAL ELECTRIC CODE NFPA = NATIONAL FIRE PROTECTION ASSOCIATION NIC = NOT IN CONTRACT NPU = NETWORK PROCESSING UNIT NTS = NOT TO SCALE PAP = PRE -ACTION PANEL RC = EXISTING TO REMOVE AND COVER RD = EXISTING DEVICE TO BE RELOCATED RL = RELOCATED DEVICE RR = REMOVE EXISTING & REPLACE WITH NEW SCC = STATUS COMMAND CENTER SLC = SIGNALING UNE CIRCUIT SMK = SMOKE SUPV = SUPERVISORY TAC = TRUEALERT ADDRESSABLE CONTROLLER TRBL = TROUBLE TS = TAMPER SWITCH TYP = TYPICAL UON = UNLESS OTHERWISE NOTED VCC = VOICE COMMAND CENTER VT = VALVE TAMPER W = WATTAGE W/ = WITH W/0 = WITHOUT WF = WATERFLOW WG = WIRE GUARD WP = WEATHERPROOF XP = EXPLOSION PROOF rtir-. 1:T2:A2:1-1(E1:1) PANEL DESIGNATOR • FA = FACP (NON -NETWORK) • #:=NODE NUMBER • TI: = TRANSPONDER NUMBER • #:T# = NODE -TRANSPONDER NUMBER • NB = NAC EXTENDER NUMBER CIRCUIT DESIGNATOR • D# = DOOR HOLDER CIRCUIT NUMBER • F# = FIRE PHONE CIRCUIT • H# = AUDIBLE (HORN) CIRCUIT NUMBER • M# = IDNET LOOP NUMBER • P# = POWER CIRCUIT NUMBER • S#= SPEAKER CRCUITNUMBER • VC = VISUAL CIRCUIT NUMBER • Z# = ZONE NUMBER DEVICE NUMBER BRANCH /ISOLATED LOOP DESIGNATOR: • (LO) = IDNET ISOLATED LOOP NUMBER Name: Frank Adams Sub—Field _Fire Alarm Level 04 Certification # 84995 Expiration Dgte 9,1/01/20 Signature:_ -Lg.— i= H Z m 14.1 ii. HT N ii Z V O 1- inimin LU W CO to CO cn SYSTEM SEQUENCE OF OPERATIONS NOTE L REFER TO EXISTING SYSTEM MATRIX AND CONFIRM SEQUENCE OF OPERATIONS BELOW. 2. MATCH EXISTING OR UPDATE ACCORDINGLY. CTRL UNIT ANNUNCIATION So�PaQ,`�7 ��� X00 a' S OI$ �P� PC O �� <`43 ` 43� QQOc7-k‘' Sty� �ereti��PLOP JP ON'e,0PJoti`�� Jo�``o�JotimQQo�, �PR v �� NOTIFICATION FIRE SAFETY CONTROL O P�'O�O� �40�o�P� _ . SYSTEM INPUTS ABCDE F GNI J K LMNOPQR 5 TUVWX Y Z AA AB AC AD AE AF AG AH AI Al REMARKS 1 MANUAL PULL STATION • • • • • • • 1 2 HEAT SENSOR/DETECTOR • • •• •• •• •• •• 2 3 FIRE ALARM AC POWER FAILURE • • •• • 3 4 OPEN CIRCUIT OR GROUND FAULT • • •• •• 4 5 FIRE ALARM SYSTEM LOW BATTERY• • . • 5 6 CLASS 8 NOTIFICATION CIRCUIT (NAC) - SHORT• • . . 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 A 8 C 06 F GH I J K LMNOPQR 5 TUVWX Y Z AA AB AC AD AE AF AG AH AI AJ ions shown with &symbol 0 50 DESCRIPTION V S 0 DRAWN BY: FA CHECKED BY: MS ISSUE DATE 9-20-18 JOB #: PROJECT #: 175:608636411 JOHNSON CONTROLS 0 2018 SYSTEM: FIRE ALARM SYSTEM SHEET: COVER SHEET FA -001 0 Johnson Controls 2018. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. PAID SEP 13 MO TU ILA ARE FILE PATH: Y:\Master drawings\West Fire\Sabey 5 Master\Seattle Childrens 606636411\FA-101dwg LAST SAVED BY: JADAMSFR Oro L' • N 2 ( DEVICE PLACEMENT PLAN 1ST FLOOR SCALE:I/8" -rJ" FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION BRAND MODEL CODE BOX WIRE TYPE PANELS & ANNUNCIATORS REMOTE POWER SUPPLY, 120 VAC NOTIFIER FCPS24-S8 NAC INITIATING DEVICES F MANUAL PULL STATION .10JNGB-12LX M O THERMAL HEAT DETECTOR BASE 1C1 59511 B2101P1 M MODULES & RELAYS MONITOR MODULE JCI M300MJ M Z 0 RELAY MODULE - 1C1 M300R1 M R ®b p CONTROL MODULE JCI M3000I MY NOTIFICATION APPLIANCES C MULTI{ANDELA HORN/STROBE CEILING MOUNT, RED, FIRE CLEAR LENS SYSTEM SENSOR PC2RL V MISCELLANEOUS DEVICES VESDA LASER FOCUS ASPIRATING SMOKE DETECTOR XTRAUS VLF -500 00 P Z ® VESDA LASER PLUS ASPIRATING SMOKE DETECTOR )(TRAILS VLP-021-00 P Z K] BATT VESDA BATTERY BOX 12 AMP/HR BATTERIES XTRALIS VBC-001 VBT-012 BACKBOX CODES FOR ADDITIONAL BACK BOX OPTIONS, REFER TO THE XX -700 SERIES DRAWINGS OR PRODUCT DATA SHEETS AND INSTALLATION INSTRUCTIONS. li'milit4111/4441114$*: tn CO O 4.1 C • 0 ■ O V Name: Frank Adams Sub—Field _Fire Alarm Level 04 Certification # 84995 Expiration D9te 0,1 /01 /20 Signature:_ ./ ▪ immig W Z W0 Cd ce ami ▪ Z GG 1` 1 N Vf ▪ W Revisions shown with ®symbol 0 L2 2 DRAWN BY: FA CHECKED BY: MS ISSUE DATE 9-20-18 JOB f PROJECT 175:608636411 JOHNSON CONTROLS 0 2018 SYSTEM: FIRE ALARM SYSTEM SHEET: DEVICE PLACEMENT PLAN FA -101 0 Johnson Controls 2018. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited. FILE pATh: Y1Master drawings\West Fire\Sabey 5 Master\Seattle Children 608636411\FA-201.dwg LAST SAVED BY: IADAMSFR LAST PRINTED: 9-20-18 24" x 36" - Arch D Size APPLIANCE/QUANRTOS/ CURRENT DRAW D 18 VOLTS NAC SCHEDUIE/ VOLTAGE DROP CALCULATION 17 %MAxMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE= 195(MR CALCULATIONS) System Current Draw - FCPS-24s8 Select deices using the -Qty^ co6mn NV HSR 75rd 0142 Total Current Lire ye000cells toenter quant5Au ardcurrent va,ues. ANONG H5RC 30cd 0102 Cl 0.091A To show only seeded deice seed'Show Selected Dences. TOTAL (KE. LOAD (AMPS) C2 L470A I To clear seededdevice seed'Oear Seleaioru. ACTUAL VOLTAGE DROP% C3 0.065 A I MAXIMUM ALLOWABLE OR. LENGTH CIRCUIT Q - Primary Nos -Alarm Q - Primary Alarm O - Secondary Non -Alarm Device Qty I I Draw I Nor -Alarm Qty Draw Alar Qv I Draw Nan -Alarm L System Modules FCPS-24S8Maln0nvit Board 1 x I 009100 009100 1 I 0.14500 014500 1 I 0 006500 006500 Awlary Dencespower drawn from TA4-9 and T8411 o x i H MCO I 0 0 I 010000 0 0 I x 0 C000 ft Power Supernson Reay 0 x I 0.02500 Ott 0 x 0.02500 0 0 I x 002500 0 CHG-120 0 I I 000000 is 0 x 0.00000 00 Olins 0 I x 006000 Other mmpabPedences 0 x I 0.00000 0 x 0.00000 O I x 000000 Other mmpaohkdences 0 x, 0.00000 0 x 000000 0 I x 010000 2 Not fixation Apprarces H5R15 0 x 000000 0 x 008200 0 0 002000 HSR30 0 x 000000 0 x 0.10200 0 x 0.00000 65075 0 x 0.00000 0 x 014000 0 a noon 655110 1 I 000000 0.00000 1 x 0.19700 0.19700 1 a 0.00000 0.00000 HSRC15 1 I 0.00000 0.00000 1 x 008200 0.08200 1 a 0.00000 000000 95900 1 a 000000 000000 1 x 0.10200 010200 1 x 0.00000 010000 055C75 4 x 010000 000000 4 x 014800 039200 4 x 010000 0.00000 HSRCSS 2 x I 000000 0.00000 2 x 017600 035200 2 a 010000 0.00000 0 Tot Noo-Ala'n Load 0091 Total Alar Load 1470 Total Standby Load 0165 APPLIANCE/QUANRTOS/ CURRENT DRAW D 18 VOLTS NAC SCHEDUIE/ VOLTAGE DROP CALCULATION 17 %MAxMUM VOLTAGE DROP FROM A WORSE CASE CIRCUIT OUTPUT VOLTAGE= 195(MR CALCULATIONS) AN FOR 15rd 0082 AN MR 30cd 0102 NV HSR 75rd 0142 AN HSR 110cd 0197 ANONG HSRC 15cd 0.002 ANONG H5RC 30cd 0102 ANCLNG HSBC 75cd 0142 ANONG HSBC 95cd 0.197 VOLTAOT_ DROP TOTALS TOTAL (KE. LOAD (AMPS) WIRE GAUGE 081414,125 ESTIMATE) CIRCUIT LENGTH ACTUAL VOLTAGE DROP% ACTUAL VOLTAGE DROP (VOLTS) TOTAL GRCIRT RESISTANCE MAXIMUM ALLOWABLE OR. LENGTH CIRCUIT DESCRIPTION 89.1-91 1st Floor0 I 0 0 1 1 1 4 2 1.343 14 420 ft 1698% 1463 26 Ohms 424 IT. 69-1-92 Spare0 I 0 0 0 0 0 0 0 0.000 14 ft 0.0036 0Ohms100 0.0 Ohms Ott 69-193 Spare 0 I 0 0 D 0 0 0 0 0080 is k 0005 0080 00 Olins Oft METHOD USED TO CALCULATE VOLTAGE DROP. [(CIRCUIT LENGTH IN FEET 2) (AMPS) (OHMS /FT)] Wire Resistance At 75 Degrees Celsius 167 Degrees Fahrenheit Ohms/ft erre wrreary 10GA = 0.001210 12GA= 0.001930 14GA = 0.003070 16GA= 0.004890 15GA = 0.007770 WORE RESISTANCE EASED ON TABLE 8 FROM NATIONAL ELECTRICAL CODE (UNCOATED SOUDCOPPER WRE) NOTE LUMP SUM METHOD WAS USED TO CALCULATE ALLOWABLE VOLTAGE DROP. THIS METHOD ALLOWS FORA SMALL MARCLN OF SAFETY, TAKING INTO CONSIDERATION THE ACIUALINSTAUID CDROM ROUTING MAY DIFFER FROM WHAT IS SHOWN ON THE SHOP DRAWINGS IF THE ACTUAL CIRCUIT LENGTH IS C-0ING TO OCEEDTHE MA%LMUM ALLOWABLECIRCUIT LENGTH, CONTACT YOUR LOCAL SIMPLOGRNNELL DISTRICT OFFICE 0 ' 0 1 4 2 1.343 mM c0 c0 r� Z S Name: _Frank Adams Sub -Field _Fire Alarm Level 04 Certification # 84995 Expiration Dgte 9) /01 /20 Signature:_ ./ 00 tst t --t 00 Cf� Revisions shown with tib symbol i7 TO DESCRIPTION 2 V s a 2 DRAWN BY: FA CHECKED BY: MS ISSUE DATE 9-20-18 JOB= PROJECT T7: 175:608636411 JOHNSON CONTROLS 0 2018 SYSTEM: FIRE ALARM SYSTEM SHEET: DEVICE PLACEMENT PLAN FA -201 ()Johnson Controls 2018. All rights reserved. Reuse, copying, modification or alteration of the drawings and other information contained herein is strictly prohibited.