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Home My WebLink AboutPP - 12201 TUKWILA INTERNATIONAL BLVD - SABEY / INTERGATE WEST BUILDING B - PERMITS AND PLANS12201 TUKWILA INTERNATIONAL BLVD 16-F-087 16-F-041 13-F-216 13-F-120 12-F-235 12-F-218 12-F-003 10-F-137 10-F-033 09-F-215 08-F-531 07-F-056 06-F-133 05-F-175 05-F-173 03-F-163 00-F-012 99-F-360 ASSOCIATED PERMITS 99-F-343 99-F-228 99-F-209 17-S-222 13-5-047 12-S-253 12-S-210 10-S-075 09-5-198 09-S-097 09-S-057 09-S-056 08-S-093 08-5-141 06-S-121 05-S-093 05-S-050 03-S-131 oo-s-155 00-5-0126 00-5-067 00-S-024 99-5-390 99-S-358 99-S-340 99-5-170 44sitt"4e SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 12201 Tukwila Int'l Blvd. Bld B Suite Number: Floor: Tenant Name: Sabey / IGW New Tenant? ❑ - Yes x0 - No Property Owner's Name: Doug Gardner Mailing Address: 12201 Tukwila Intl Blvd. Bld B Seattle WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Donald Koval Company Name: Viking Automatic Sprinkler Mailing Address: 3434 1st Ave S Day Telephone: (206)622-4656 E-mail Address: donald.koval@vikingsprinkler.net Seattle WA 98134 City State Zip Fax Number: Valuation of Project (contractor's bid price): $ 2250.00 Scope of Work (please provide detailed information): Relocate 4 heads in P1 and P2 elevator lobby 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: Signatur-: — Print Name: Donald Koval Date: 11/17/2017 Day Telephone: (206)622-4656 Plan Permit App.doc 5/14/10 TFD FP Form 8 440W44 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: igt\ocots kiQ FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASEPRINT** SITE LOCATION King Co. Assessor's Tax No.: 0923049120 Site Address: 12201 Tukwila International Blvd. Suite Number: Floor: 4 Tenant Name: Sabey Corp. Property Owner's Name: International Gateway West Mailing Address: New Tenant? ❑ - Yes ❑x - No 12201 Tukwila International Blvd. — Fir 4 Seattle WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Jim Stewart Day Telephone: (425) 881-0100 Company Name: Western States Fire Protection Mailing Address: 14690 NE 95th Street, Unit 101 E-mail Address: iim.stewartwsfp.us Redmond City WA 98052 State Zip Fax Number: (425) 881-3030 Valuation of Project (contractor's bid price): $ 997.00 Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. N 0 r 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 OR Signature: RIZED AGENT: /‘— Print Name: Jim Stewart Day Telephone: (425) 445-5623 Date: 12-10-12 Plan Permit App.doc 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: OC()ZU/ER L 2X Site Address: 1 -10 t -TVA VA 1 L c, \,\A} '�� Suite Number: Tenant Name: Sv \ V / Q,m New Tenant? Yes -No Property Owner's Name:, �(k A/i\(",61a'kk Mailing Address: \1:2-0 / JA(,\( (\-1)\\A' City State Zip ,Floor: L4 CONTACT PERSON -if there are questions about the submittal. Name: KARINA VELIZ Company Name: GUARDIAN SECURITY SYSTEMS, INC Day Telephone: 206-734-6276 x229 Mailing Address: 1743 — 1ST AVE S SEATTLE . WA 98134 City State Zip E-mail Address: kveliz@guardiansecurity.com Fax Number: 206-341-9928 Valuation of Project (contractor's bid price): $ -''I)C) - Scope of Work (please provide detailed information): t tl aLf\1 1 _e,x-tLJ6/\ 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. 1 BUILDIN 1' R OR AUTHO ' ZED AGENT: Signature: 1 �� Print Name: -e, t Day Telephone: Date: , �- Plan Permit App.doc 5/14/10 TFD FP Form 8 4te .117 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.: 0923049120 12201 TUKWILA INTL BLVD 1 Site Address: Suite Number: 140 Floor: LIUNA TI @ SABEY GATEWAY BLDG B Tenant Name: New Tenant? ®- Yes ❑ - No NC MACHINERY Property Owner's Name: Mailing Address: N/A City State Zip CONTACT PERSON -if there are questions about the submittal. Name: LUKE KOOYMAN Company Name: REDHAWK FIRE & SECURITY Day Telephone: 425-486-2600 EX 7630 Mailing Address:1312 30TH DR SE STE 103 BOTHELL WA 98021 E-mail Address: Iuke.kooyman@redhawkus.com City State Zip Fax Number: 425-486-2611 Contractor's City of Tukwila Business License number: BUS -0993181 Total number of new/relocated devices or sprinkler heads: 19 Valuation of Project (contractor's bid price): $ $7670 Scope of Work (please provide detailed information): Expansion of existing addressable fire alarm system into renovated tenant space. adding 1 power supply and 17 AV devices. JOINT VENTURE WITH REDHAWK F&S ( DESIGN) AND HOLMES ELECTRIC (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 OWNER OR AUTHORIZED AGENT: Signature: Date: 02/25/2016 Print Name: LUKE KOOYMAN Day Telephone: 425-486-2600 Plan Permit App.doc 8/22/14 1 rll FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION 12201 TUKWILA INT'L BLVD 1 Site Address: Suite Number: 140 Floor: LIUNA TI @ SABEY GATEWAY BLDG B PH2 Tenant Name: New Tenant? M - Yes 1=1- No N/A Property Owner's Name: Mailing Address: N/A City State Zip **PLEASE PRINT** King Co. Assessor's Tax No.: 0923049120 CONTACT PERSON -if there are questions about the submittal. Name: LUKE KOOYMAN Day Telephone: 425-486-2600 EX 7630 Company Name: REDHAWK FIRE & SECURITY Mailing Address21312 30TH DR SE STE 103 BOTHELL WA 98021 luke.kooyman@redhawkus.com City State Zip E-mail Address: Fax Number: 425-486-2611 Contractor's City of Tukwila Business License number: BUS -0993181 Total number of new/relocated devices or sprinkler heads: 6 Valuation of Project (contractor's bid price): $ $4300 Scope of Work (please provide detailed information):Expansion of existing addressable fire alarm system into renovated tenant space. Phase 2, 1 strobe circuit. JOINT VENTURE WITH REDHAWK F&S ( DESIGN) AND HOLMES ELECTRIC (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 OWNER OR AUTHORIZED AGENT: Signature: Date: 04/20/2016 Print Name: LUKE KOOYMAN Day Telephone: 425-486-2600 Plan Permit App.doc 8/22/14 TFD FP Form 8 luidERN 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.: VC`�?DLI l W 1 r I Site Address: 220 l�� `� l t '1 Suite Number: 1 Floor: Tenant Name: OW y v1.,El&c Ej(5'16 (-) New Tenant. sX No Property Owner's Name: -12/ Y kk �j �(�,�jl�,� W(LM Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: KARINA VELIZ Company Name: GUARDIAN SECURITY SYSTEMS, INC Mailing Address: 1743 — 1ST AVE S E-mail Address: kveliz@guardiansecurity.com City State Zip Day Telephone: 206-734-6276 x229 City SEATTLE, WA 98134 State Zip Fax Number: 206-341-9928 Valuation of Project (contractor's bid price): $ Q j =7.1.......71.........."7.1"1"... Scope of Work (p ase provide detailed information): e _OA0Y l Q.2_,1) . 1 n c5 1V- V-0(13 "i \feS 1 bei cJL 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 • WNER OR UTHORIZED AGENT: Signature: Print Name: \ 11J �V (V,, Vey l Plan Permit App.doc Date: Ci . U Day Telephone: lie • " % "( . /-5-52-9 5/14/10 TFD FP Form 8 MOW 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 King Co. Assessor's Tax No.: Site Address: t22' t-01--‘44 L_P 'rl�oY\q\ `St\a Suite Number: \\O Floor: I Tenant Name: \"40 ‘04 jZRG�- Property Owner's Name: y Mailing Address: \22 C. ¶u.'4 ‘ 1q S.nk . g14 k4L-61 bJ P qa\ls, 8 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: �O n le \A e.--54-C.A Day Telephone: 2-04.41440(12."44+ Company Name: `l t h4C a N,4..)VCD 4519 0Y -tee CO Mailing Address: 3 43 4' 1 vc S ll t -, a. c\3< - City State Zip E-mail Address:e/' nlf' • 1,-4CS e\Av.%►.,C-M1-%O1-1 . NerFax Number: "7-0Co - Oi Total number of new/relocated devices or sprinkler heads: C.o Valuation of Project (contractor's bid price): $ 31 c)c) __ Scope of Work (please provide detailed information): �c� CCo� SPY-eS UY\t er „re 61' `c?--E?pv," New Tenant? ❑ - Yes ® - No 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 AUTHORIZ D A NT: sJ Signature: 0-(J Date: 2 /ib /A7 Print Name: 3G/`i1 le L 1k3 '" Day Telephone: 20Co -('2 2- 46,54 Plan Permit App.doc 1/2/13 TFD FP Form 8 441t1w4t SITE LOCATION Job# 13-1120 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.: 12201 Tukwila International Blvd Site Address: Suite Number: Floor: Wowrack Tenant Name: New Tenant? ❑ - Yes ® - No Property Owner's Name: WOW Technologies Mailing Address: same Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Mark Kushino 425/522-1226 Name: Day Telephone: Company Name: Fire Chief Equipment Mailing Address: 7661 159th PI NE Redmond WA 98052 E-mail Address. City State Zip markk@fire-chief.com Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ 3877.00 Scope of Work (please provide detailed information): Install supervisory modules for smoke detectors in CRAG units. 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 A HD AGENT: Signature:Date: (642 Print Name: Mark Kushino Day Telephone: 425/522-1226 Plan Permit App.doc 1/2/13 TFD FP Form 8 4iitt 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.: Site Address: 122 O LL& b ket. - tom" "^40tai' Jot Suite Number: Floor: Tenant Name: (JOU) r ct. tit ,s eit S`d:3es- C New Tenant? ❑ - Yes /('= No Property Owner's Name: .7-, r'^ loti _ I•✓"� �Q S� 122 1 -i- % la 4e,A io.,.A.lZ till T w'�I, g 8 f 6 S City State Zip Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: Rae (2 Company Name: Gl l0.,rc o.., , Se Day Telephone: C-206 ) 3 S9. l 2.6 Mailing Address: 1 f Sea {" J� .v E-mail Address: f' k 1 f �2 34-Qe'c la, set c.,444-3 c ov b- city Fax Number: LA) ik t `�g13 State Zip Valuation of Project (contractor's bid price): $ 30 0 • C O Scope of Work (please provide detailed information): new CRA(- O .. 45' 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. d dai vii ` rag/ StAL(JC Cjoc�ril 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: OI (Oct ! 12 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: / 2 2:71 711144.J 1 LA I r✓TCR *6( r t #41- Q i-1/21 . Suite Number: Floor: Tenant Name: fO JJ (2A K. - g,o GPA,.dSco•.l New Tenant? ❑ - Yes [YNo Property Owner's Name: Mailing Address: / 2-2.01 7; Ku 1 LA ',Pre n1krLO4 L 6t-114 . SeA-r7-1.4r GSA, 9 W eOg City 1 State Zip CONTACT PERSON -if there are questions about the submittal. Name: DJ EVA 5 Day Telephone: (240 &i 2 - 465-(0 Company Name: V 111-1 *14 5P IEZ%141€(L ST A , Mailing Address: 3 43 4 1 �• S t. rN tJA . 987 3 4 CityState Zip E-mail Address: DT, C u EVA -5@ 1// AuAl4 SPR►aKt.rE:/L . de' j r Fax Number: (Z✓60.) 1022 - ?/ Valuation of Project (contractor's bid price): $ 1'Si 4 O Scope of Work (please provide detailed information): /2 MO(1e E X i S'T. /'1 eE .J .JE eAJ S6/2--Vel-- (2-0V11 -✓el--i20V11 a: x p*, -o ex/ Sr. eft -el -Alt e -r .i v y$ra-t-1 f3 4-e_14- iso 44 -ti s IZo VII 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: b Atiolt Plan Permit App.doc Date: 9/2db z Day Telephone: (7dfo) % 22 - 41 409-10 5/14/10 TFD FP Form 8 rEFIMAN 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.: OgL5 LI q (10 Site Address: 12 -2A 1 TR(/iJ-4 `� 1�� ''jvd Suite Number: floor: Tenant Name: S i New Tenant? ❑ - Yes 'No Property Owner's Name- .711:1-a 6[71()AJ (-1)X,L4: W V -+ Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: KARINA VELIZ Day Telephone: 206-734-6276 x229 Company Name: GUARDIAN SECURITY SYSTEMS, INC Mailing Address: 1743 — 1ST AVE S SEATTLE , WA 98134 City State Zip E-mail Address: kveliz@guardiansecurity. coni Fax Number: 206-341-9928 Valuation of Project (contractor's bid price): $ L- OO - ((�� G�,�% Scope of Work (please provide detailed information): Xaztt v, GJ V �� J ' v S X.15 -1'l (15 ,Fi ✓,c., (1%v,),.J 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 CER1'1 Y 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 Signature: Print Name: ER O `R A AGENT: at/i ►� C \J 1( Plan Permit App.doc Date: 127 '1 Day Telephone: °`-e 7.21-1 61 • t5 7,F61 R 5/141) 0 TFD FP roan 8 l.al FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sabey Data Center 12201 Tukwila Intl. BI. Permit No.: 09-S-097 Date: June 16, 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 7-05, 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: Corelink 12201 Tukwila Intl BI Permit No.: 09-S-198 Date: November 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 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. iin width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Wowrack 12201 Tukwila International BI Permit No.: 10-S-075 Date: May 12, 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, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Wowrack 12201 Tukwila Intl BI Permit No.: 13-S-047 Date: March 5, 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 7-05, 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: Getty Images Permit No.: 08-S-141 Date: April 28, 2008, 2008 Reviewer: Capt. Patrick McCoy 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. • 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. All references are NFPA 13, 2007 Edition. Pr FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Corelink 12201 Tukwila International BI Permit No.: 09-S-056 Date: April 14, 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 Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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. es • 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: Wowrack 12201 Tukwila Intl. BI. #110 Permit No.: 12-S-210 Date: September 25, 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'A inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • 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. Bat Cal Sabey TI Battery Back up Calculation FCPS-24 Level 4 Total Total Item Qty Part # Description Standby Alarm Standby Alarm 1 1 FCPS-24 Remote Power Supply 0.032000 0.032000 0.032000 0.032000 2 15 P2415W Sync Horn 1 Strobe 15cd 0.000000 0.074000 0.000000 1.110000 3 9 P2430W Sync Horn 1 Strobe 30cd 0.000000 0.102000 0.000000 0.918000 4 1 P2475W Sync Horn 1 Strobe 75cd 0.000000 0.169000 0.000000 0.169000 5 2 P24110W Sync Horn 1 Strobe 110cd 0.000000 0.193000 0.000000 0.386000 6 4 S2415W Sync Strobe 15cd 0.000000 0.050000 0.000000 0.200000 7 2 DSM -24 Dual Sync Module 0.000000 0.038000 0.000000 0.076000 8 0.000000 0.000000 0.032000 2.891000 Standby Current Total Hours = 0.032000 X 24 = 0.768000 (Hours) Alarm Current Total Minutes = 2.891000 X .083 = 0.239953 (5 Mins) Total = 1.007953 30% Battery Depletion = 0.302386 Total AH Rated Batteries Needed = 1.310339 Total AH Rated Batteries Supplied 4.5 Existing MAIN FACP IGCP Bld. B Battery Calculations Total Total Item Qty Part # Description Standby Alarm Standby Alarm 1 1 AFP -400 Fire Alarm Control Panel 0.170000 0.420000 0.170000 0.420000 2 15 MMX -1 Monitor Module 0.000200 0.000200 0.003000 0.003000 3 12 CMX-2 Control Module 0.000300 0.000300 0.003600 0.003600 4 17 SDX-751 Intelligent Photoelectric Smoke Detector Ip 0.000290 0.000290 0.004930 0.004930 5 4 DHX-502 Duct Detector Housing (SDX-551) 0.000200 0.000200 0.000800 0.000800 6 9 SDX-551 Intelligent Photoelectric Smoke Detector 0.000200 0.000200 0.001800 0.001800 7 4 RTS451 Remote Test Station 0.000000 0.007000 0.000000 0.028000 8 12 BGX-101 L Manual Pull Station 0.000300 0.000300 0.003600 0.003600 9 3 P241575W Horn / Strobe, 24VDC, 15/75c 0.000000 0.091000 0.000000 0.273000 10 2 P2475W Horn / Strobe, 24VDC, 75c 0.000000 0.148000 0.000000 0.296000 11 3 S241575W Strobe, 24VDC, 15/75c 0.000000 0.066000 0.000000 0.198000 12 1 WM3T-24-FR Weather Proof Strobe (ADA) 0.000000 0.088000 0.000000 0.088000 13 1 MB -G10 -24-R 10" Motor Bell 0.000000 0.030000 0.000000 0.030000 0.000000 0.000000 Sabey Tennant Improvement 0.000000 0.000000 0.000000 0.000000 14 1 CMX-2 Control Module 0.000300 0.000300 0.000300 0.000300 15 3 SDX-751 Intelligent Photoelectric Smoke Detector Ip 0.000290 0.000290 0.000870 0.000870 16 0.000000 0.000000 0.188900 1.351900 Standby Current Total = Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided 0.188900 1.351900 X 24 (Hours) X .083 (5 Mins) 4.533600 0.112208 4.645808 1.393742 6.039550 17 Page 1 FIRE SYSTEMS WEST 219 FRONTAGE ROAD, NORTH SUITE B PACIFIC, WA 98047 HYDRAULIC CALCULATIONS FOR • SABEY OFFICES f r' :::A10:11_8025 . r r ♦� FILE : - ... DATE: Feb 07, 2000 4140 -DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD OFFICES DENSITY: 40 gpm/sq. ft. AREA OF APPLICATION: 900 sq. ft. MINIMUM COVERAGE PER SPRINKLER: 400 sq. ft. MAXIMUM NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 336.8 gpm TOTAL WATER REQUIRED (including hose): 436.8 gpm FLOW AND PRESSURE (@ BOR): 336.8 gpm @ 60.1 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: SABEY CONSTRUCTION DESIGN/LAYOUT BY: JAMES RUARK AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA/KEMPER INSURANCE CONTRACTOR CERTIFICATION NUMBER: FIRESWI140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. ATLANTA, GA C)110 ?\ \0221 NAC Circuit Load & Voltage Drop Calculation APS-2 FCPS-24 Level 4 Candella Amps Circuit Number 21 22 23 24 Notifier Horn Strobes P2415 P2430 P2475 P24110 WP Horn Strobe P241575K 15 0.074` 30 0.102 10 2 4 3 Z5 0.169' 1, 110 0.193 1 1 15-75 0.080 Notifier Strobes S2415 S2430 S2475 S24110 WP Strobe S241575K 15 0.050 1 3 30 0.078 75 0.145 1.10 0.169 15-75 0.056 Misc APS Activation A77-716B EOL Relay MDL sync mod DSM sync mod WP Bell 0.030 . 0.015 0.017 1 1 0.030 0.030 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft)(12awg) EOL Voltage (14awg) EOL Voltage (12awg) 14 12 7 0 1.187 0.871 0.759 0.000 0 0 0 0 0 0 0 0 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 EQUIVALENT K -FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H -W Equiv. Name K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-fac. 1-8 8.00 25.0 1.049 4.00 2ET 13.00 120 7.17 ornINALm SYSTEM HYDRAULIC ANALYSIS 'Date: 02/07/2000 JOB TITLE: SABEY OFFICES WATER SUPPLY DATA Page 1 SABEY.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 125.0 112.0 648.0 118.7 436.8 60.1 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 436.8 GPM 100.0 GPM 0.0 GPM 336.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) K= 7.17 37.5 43.9 K= 7.17 37.8 44.1 K= 7.17 37.5 43.9 K= 7.17 37.9 44.1 K= 7.17 31.1 40.0 K= 7.17 31.4 40.2 K= 7.17 31.4 40.2 K= 7.17 31.7 40.4 32.5 45.3 45.4 48.3 SOURCE 60.1 336.8 1 10.0 2 10.0 3 10.0 4 10.0 5 10.0 6 10.0 7 10.0 8 10.0 9 10.0 A 10.0 B 10.0 C 10.0 SRC 10.0 orninnLKK SYSTEM HYDRAULIC ANALYSIS 'Date: 02/07/2000 JOB TITLE: SABEY OFFICES PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 1 1 10.0 2 10.0 Pipe: 2 2 10.0 A 10.0 -43.9 7.2 37.5 43.9 4.2 7.2 37.8 44.1 2.067 PL 18.00 120 FTG -- 0.020 TL 18.00 -88.0 2.067 PL 91.00 7.2 37.8 44.1 8.4 120 FTG T 0.0 45.3 0.0 0.074 TL 101.00 Pipe: 3 -43.9 2.067 PL 18.00 3 10.0 7.2 37.5 43.9 4.2 120 FTG 4 10.0 7.2 37.9 44.1 0.021 TL 18.00 Pipe: 4 4 10.0 B 10.0 Pipe: 5 5 10.0 6 10.0 Pipe: 6 6 10.0 9 10.0 Pipe: 7 7 10.0 8 10.0 Pipe: 8 8 10.0 9 10.0 Pipe: 9 9 10.0 C 10.0 Pipe: 10 A 10.0 B 10.0 B C C SRC Pipe: 11 10.0 10.0 -88.1 2.067 PL 91.00 7.2 37.9 44.1 8.4 120 FTG T 0.0 45.4 0.0 0.074 TL 101.00 -40.0 2.067 PL 18.00 7.2 31.1 40.0 3.8 120 FTG 7.2 31.4 40.2 0.017 TL 18.00 -80.2 2.067 PL 12.00 7.2 31.4 40.2 7.7 120 FTG E 0.0 32.5 0.0 0.062 TL 17.00 - 40.2 7.2 31.4 40.2 3.8 7.2 31.7 40.4 2.067 PL 18.00 120 FTG -- 0.017 TL 18.00 - 80.6 2.067 PL 2.00 7.2 31.7 40.4 7.7 120 FTG T 0.0 32.5 0.0 0.063 TL 12.00 -160.8 2.067 PL 70.00 0.0 32.5 0.0 15.4 120 FTG ---- 0.0 48.3 0.0 0.226 TL 70.00 -88.0 3.068 PL 10.00 0.0 45.3 0.0 3.8 120 FTG ---- 0.0 45.4 0.0 0.011 TL 10.00 -176.1 3.068 PL 45.50 0.0 45.4 0.0 7.6 120 FTG 2ET 0.0 48.3 0.0 0.039 TL 74.50 Pipe: 12 -336.8 3.068 PL 62.00 10.0 0.0 48.3 0.0 14.6 120 FTG 2ET 10.0 SRCE 60.1 (N/A) 0.130 TL 91.00 Page 2 SABEY.SDF PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.4 0.0 0.1 7.5 0.0 0.5 0.4 0.0 0.1 7.5 0.0 0.5 0.3 0.0 0.1 1.1 0.0 0.4 0.3 0.0 0.1 0.8 0.0 0.4 15.8 0.0 1.6 0.1 0.0 0.1 2.9 0.0 0.4 PF 11.8 PE 0.0 PV 1.4 Date: 02/07/2000 JOB TITLE: SABEY OFFICES .'rna.AnLC.IC 1iYDRAULIC ANALYSIS Page 3 SABEY.SDF NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 0 I5825A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.079 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 9. (4) PIPE FITTINGS TABLE Pipe Table PAGE: A Diameter (in) Name: STANDARD.PIP MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk D DPV1v N NPTee 2.067 5.00 10.00 3.00 11.00 6.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 15.00 1.00 10.00 10.00 1.00 13.00 10.00 Date: 02/07/2000 JOB TITLE: SABEY OFFICES WATER SUPPLY CURVE azoTran HYDRAULIC ANALYSIS 132+ *\ 121+ I 110+ 1 99+ 1 P 88+ R I E 1 S I S 77+ U I R 1 E I 66+ ( 1 P 1 S I I 55+ ) 1 1 1 44+ 1 33+ 1 \\\\\\\ 0\\\\\\\ * <-112.0 psi @ 648 gpm Flow Test Point X Page 4 SABEY.SDF 22+ LEGEND 1 if I X = Required Water Supply II 1 60.14 psi @ 436.8 gpm 'I 11+ „ 1 0 = Available Water Supply 118.73 psi @ 436.8 gpm 0++-+---+----+ + + + + 200 300 400 500 600 700 800 900 + FLOW (GPM) 1000 OCT -03-1999 SUN 10:17 ID:WESTFIRE TEL:30S-273-9801 P:01 FM -200 Flow Calculation Program - Version FI1C1,34a l Capyrilht (c) 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protection Systems LJ U.L. Ex4625 1B240,AF r1 Distributor: West ire+ Inc. 14618 W. Sixth Ave #4A L' Golden, CO 80401 r i Designer; Steve Pozab `J Project: Pac West Tukwila File Name: c:"fi,k134\pwestco9.prj n Date Calculated; Oct 2, 1999 7159 PM LJ Project Informatics Culstomer Information n N : Pac West Telecom, Inc. Address : 12301 Pacific Highway South : Tukwila. Washington 71 Phone Contact Name : Mr. Ernest Hydsn n Contact Title : LJ Project Information n Name : Pac West Tukwila LJ Number Location Fl Account Description : ColoCate #1 - Container #1 LJ n u n u u n LA 0CT-03-1999 SUN 10:18 ID:WESTFIRE TEL:303-Z73-9801 P:OZ f FM -200 Flow Calculation Program - Version FIR1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : mike protection Systems J.L. Ez4623 F.M. 0E12A0.AF Distributor: Westfire, Tnc. 14519 W. Sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pao West Tukwila File Name: c;ti'ik134\pwestco3.prj Date Calculated: Oct 2, 1999 7:58 pM Enclosure Information Enclosure Number: 1 Enclosure Name: Colocata #1 Room Miuimuta Design Concentration: Adjuetad Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above see level: Enclosure Volume: Non -Permeable Volume; Net Enclosure Volume: Number of NOz2las: 4 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: 11552.00 0.00 11552.00 - Container #1 7.00 # 7,00 % 7.00X. 70.0 r 70.0 F 0 ft cubic feet cubic feet cubic Bent 394.2 lbe 395 lee 394.3 lbs Enclosure Number: 2 Enclosure Name: Colocate #1 Room Subfloor - Container #1 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Teiperature: Elevation above sea level: Enclosure Volume Non -Permeable Volume: Net Enclosure Volume: Number of Nozzles: 2 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: 7.00 % 7.00 % 7.07 % 70.0 F 70.0 E� 0 ft 2166.00 cubic feet 0.00 cubic feet 2166.00 cubic feet 73.9 lbs 74 lbs 74.7 lbs OCT -03-1999 SUN 10:18 ID:WESTFIRE TEL:303-273-9801 P:03 MN -200 Flow Calculation Program - Version FIK1.34C Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed t4 ; Film Protection Systems C.L. Ex4623 F.M. 0P2A0.AP Distributor: Weatfixar Inc, 1481E W. Sixth Ave #4A Golden, CO 60401 Designer: Steve Raab Project; Pao Wast Tukwila File Name: c;\£ik134\pwestco3.prj Date Calculated: Out 2, 1999 7:5B pm Cylinder Size: Cylinder Type: Number of Cylinders: FH -200 per Cylinder; Fill Density: Height of Cylinders: Floor Area for Cylinders: Total Weight: Floor Leading: Cylinder Information 650 lb. Upright 1 469.0 lbs 5!].507 1176 / cubic fMet 65.9 inches 2.19 square feet 925 lbs 424 lbs / wquare feet OGT -03-1999 SUM 10:18 ID:WESTFIRE TEL:303-273-9801 P:04 FM -200 Flow Calculation Program - VOroi,n FIR1.34c Copyright (c) 1994. 1995 Hughes Associates, inc. Licensed to : Pike Protection Systems Distributor: Westfix'a. Inc. 14818 w. Sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pac West Tuk+rila File Name: c:Nfik134• westco3.prj Date Calculated: Oct 2, 1999 7:58 Pio Isometric Drawing r U f-1 r r1 OCT-0S-1SSS SUN 10:15 ID:WESTFIRE TEL:S S-Z7S-9801 PODS FM -200 Flaw Calculation Program - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Associates. Inc. Licensed to mike Protection Nysten U.L. Ez4623 F.M. OB2AO.AF Distributor: Wbgt£ira, Ise. 14818 W. Sixth Avo #4A Golden, CO 80401 Designer: Sty Raab Project: Parc West Tukwila File Mame: c:4.fik134\pwestco3.prj rl Date Calculated: Oct 2. 1999 7:58 PM r.1 V r' J r-1 r r f LJ r r r• Pips Network Report Mode Pipe El Start Eu4 Typo Dieu Length Elev 90 0 1 40t 3.000 5,48 5.46 1 2 40t 2.000 6.00 4.00 2 3 40t 2.000 1.50 1 3 4 40t 2.000 12.00 4 5 40t 2.000 6.50 1 5 6 40t 2.000 14.00 6 7 40t 2.000 10.00 7 8 40t 1.000 6.80 9 40t 1.000 0,50 -0.50 1 7 10 40t 1.000 9.50 10 11 40t 1.000 0.50 -0.50 1 6 12 40t 1.000 5.50 12 13 40t 1.000 0.50 -0.8a 1 5 14 40t 1.250 5.50 14 15 40t 1.250 D.50 -0.50 1 3 16 40t 1.000 1.50 16 17 40t 1.000 9.75 -9.75 1 17 18 40t 1.000 14.00 1 18 19 40t 1.000 0.25 19 20 40t 1.000 3.00 1 20 21 40t 1.000 0.50 0.50 1 18 22 40t 1.000 0.25 22 23 40t 1.000 13.50 1 23 24 40t 1.00d 0,25 0.25 1 Toes Equiv Lon T 5 Un Added Total 6.5 6.0 7.0 1 15.5 12.0 1 17.5 1 21.2 1 12.2 3.3 1 15.2 3.3 1 11.2 3.3 1 13.0 4.2 1 7.2 12.6 16.8 1 6.0 5.8 3.3 I 6.0 16.3 3.1 Adj Req Nz Orifice 469.0 469.0 469.0 395.0 395,0 297.0 198.0 99.0 92.0 1C 0.6649 360 Degree 99.0 99.0 1D 0.6669 360 Degree 99.0 99.0 1B 0.5890 360 Degree 98.0 98.0 1A 0.5520 360 Degree 74.0 74.0 74.0 37.0 37.0 37.0 ZA 0.2130 180 Devoe 37.0 37.0 37.0 2B 0.1931 160 Degree Type 0CT-03-1999 SUN 10:19 ID:WESTFIRE rot -200 Flaw Calculation Program - Version FIR1.34c Copyright (u1) 1994fr 1995 HtlghVU AsSociatO8, Int. Licensed to : File Protection Systems U.L. Ez4623 F.M. 0f2A0.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Widen, CO 00401 Designer: Stave Raab Project: Pat Worst Tukwila Filo Name: c:ti.fik134\pweetcn3.prj Date Calculated: Oct 2, 1999 7:58 PM Size '1YP8 Parts Report Data Cylinder TEL:303-273-9801 P:06 Fill weight Fill Density Quantity Part # 650 11). Upright 469 50.5 1 70-083 Nozzla(o) Nozzle Type Size Orifice Area Hole Diameter Drill Size Part # IA 360 Degree 1.250 0.5520 0.2420 c 80-056-2420 1B 360 Degree 1.000 0.5890 0.2500 1/4 50-055-2500 iC 360 Degree 1.000 0.6649 0.2656 17/64 80-055-2656 1D 360 Degree 1.000 0.6669 0,2660 H 80-055-2660 2A 100 Degree 1.000 0.2130 0.1570 22 60-003-1570 28 180 Degree 1.000 0.1931 0.1495 25 00-063-1495 Pipe Item TYPe Size Quantity Pipe 40t 1.000 inches 66.00 feet Pipe 40t 1.250 inches 6.00 feet Pipe 40t 2.000 inches S0.00 feet Elbow 90 Claes 300 1.000 inches 9 each Elbow 90 Claes 300 1.250 inches 1 each Elbow 90 Claes 300 2.000 inches 2 each Tee Claes 300 l.dfb inches 1 each Tee Class 300 2.000 inches 4 each OCT -03-1395 SUN 10:19 ID:WESTFIRE TEL:303-273-9801 P:07 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to ; Fike Protection Systems II.I. E:4623 F.M. 082Ad.AP Distributor: Wbotriree Ino. 14818 W. Sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Name: c:".fik134`pweetvo3,prj Date Calculated: Oct 2, 1994 7:59 PM ystem Data System Discharge Time : 9.4 Percent agent ib Pip. 35.58 Percent agent before let Tea I 0.52 Enclosure Number: 1 Enclosure Name: Colocate #1 Room - Container 01 Minimum Design Concentration; 7.00%C Adjusted Design Concentration: 7.00X Predicted Concentration: 7.0% Maximum EsPeoted Agent Concentration: 7.0% @ 70.DF Minimum Agent Nozzle Required (lbs) 1A 1B 1C 10 97.9 98.8 98.0 98.8 Adjusted Predicted Agent Agent Required Delivered (lbs) (lbs) 98.0 99.0 99.0 99.0 97.0 99.1 99.9 98.3 Nozzle Pressure ()Average) (P810) 350 12B 117 112 Enclosure Number: 2 Enclosure Name: Colocate #1 Room Subfloor - Container #1 Minimum Design Concentration: 7.00% AdjhAtOd 1lee=gti CohcAnttAtion: 7.00X Pradiotgcl Cnnaentratian i 7.14 Maximum Expected Agent Concentration: 7.17: Minimum Adjusted Predicted Agent Agent lent Nozzle Required Required Delivered (lbs) (lbs) (lbs) 2A 29 37.0 37.0 36.9 37.0 37.0 37.8 0 70.OF Nozzle Pressure (Average) (paig) 139 130 OCT -03-1939 SUN 10:19 ID:kESTFIRE TEL:303-Z73-5801 P:08 Fl LJ FM -200 Flow Calculation Program - Version ' i .94c n Copyright (+G) 1994, 1995 iiugmeS A6Sociates, Inc. Licensed to : Pike Protection Systems U.L. Ex4623 F.M. 0B2h0.AF ,fl Distributor: Westfire. Inc. 14818W. pixth Ave #4A u tO1den, CO 60401 r`1 Designer: Steve Raab } ✓ Project: Pao Wast Tukwila F1/0 Name: e::\fik134\pWestco4.prj fl Date Calculated: Oct 2, 1995 0:27 PM LJ Project Information ri Customer Znformatior Name : Pac West Telecom, Inc. n Address : 12301 Pacific Highway South LJ : 'Tukwila, Washington Phone Contact Name : Mr. Ernest Hyden rl Contact Title : f Project Information rl Mame : pnc West Tukwila Number Location f1 Aoesunt Description eolOcata #2 - Container #1 u n n L r n t 0CT-03-1999 SUN 10:15 ID:WESTFIRE TEL:305-273-9801 P:05 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Aesueidtes, Inc. Licensed to : Fik. Protection Seerteens U.L. Ez4623 F.M. OB2h0.AF Distributor: Westfixe, Inc. 14818 W. Sixth Ave #4A Goidee. CO 80401 Designer: Steve Raab Project: Pec West 'eked Filer Name: c:\fik134'.pbestco4.prj Date Calculated: Oct 2, 1999 6:27 PM Encinee Information Enclosure Number: 1 Lnciomure Name: Celotate 42 Ranee - Container Ml Minimum Design Concentration: Adjusted Design Concentration; Predicted Concentration: Minimum Enclosure Temperature: Mazieum Eeclaeure Teeperdturo: Elevation above sea level: EACIctsere Volume; Non -Permeable Volume: Net Enclosure Volume; Number of Nozzles: 3 7.00 % 7.00 r 7.02 x 70.0 F 70.0 F 0 ft 13840.00 cubic feat OM cubic feet 13840.00 cubic feet Minimum Agent Required: 472.3 ibe Adjusted Agent Required: 473 lbs Predicted ,Agent. Delivered: 473.5 lb. Enclosure Number: 2 Enclosure Names Colocate F2 Room Subfla0r - Container #1 Minimum Design Concentration: Adjusted Design Concentreticn: Predicted Ccncerltration: Minimum Enclosure Temperature: Maximum Enclosure Tempez tura: Elevation above eon level: Enalccure Valumo: Non -Permeable Volume: Net Enelaeura Volume: Number of Nozzles: 2 7.00 % 7.00 7.00 % 70.0 F 70.0 F 0 ft 2595.00 cubic feet 0.00 cubic feet 2595.0U cubic feet Minimum Agent Required! 96.6 lbs Adjusted Agent Requ i read : 69 1be Predicted Agent Delivered: 08.5 lbs fl OCT -0S-1999 SUN 10:20 ID:WESTFIRE TEL:SOS-27S-5901 P:10 FM -200 Flow Calculation Program - Version F1K1.34c Copyright (0 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protection Systema. U.L. En4623 F.M. 082A0,AF Distributor: West 'i,l^g, ZOO, 14818 W. Sixth Ave 44A Gulden, CD 04401 Designer: Stevie Raob Project: Pam West Tukwila File Nene: c:\fik134\pweatco4.prj Date C+.1oulcted: Oct 2, 1999 8:27 PM Cylinder Information Cylinder Size: 650 lb. Cylinder Type: Upright NtIflbor of Cylinders: 1 FM -200 per Cylinder: 562.0 lbs Fill Density: 60.522 lbs / cubic feet Height of Cylinders: 65.n inches Floor Area for Cylinderu: 2.18 square feet Total Weight: 1018 lbs Floor Loading: 467 lhs / square feet QCT -03-1599 SUN 10:20 ID:MESTFIRE TEL:303-273-8801 P:11 FM -200 Flaw Calculation Program - Version FIK1.34c Copyright (c) 1994, 199S Hughes Associates, Inc. Licensed to : Film Protection Systems Distributor: Westfire, Inc. 14818 W. Sixth taws #4A Golden, CO 80401 Designer: Stave Raab Projects Pbo Went Tukwila File Mame; c:\fak134\pweetco4.prj Date Calculated: Oct 2, 1999 8:27 PM Isometric Drawing 0CT-03-1359 SUN 10:20 ID:l4£STFIRE TEL:305-273-9801 P:12 FM -200 Flow Calculation Prpgr+nm - Vargioa F111,344 Copyright O0) 1994, 1995 11110e0 A550c1at09. Inc. Licensed to : Mika Protection 0Vsterie U.L. 1tx4623 F.M. 0132A0 -AF Distributor: W+stfire. Inc. 14918 W. Sixth Ava 44A Holden, C0 80401 Designer: Stever Raab Prbjact: Pap Wast Tukwila File Name: c:\fik134\pweetao4.prj Date Calculated: Oct 2. 1999 8:27 PM Node Pipe. Start End Typic Diana a 1 4ot 3,000 1 2 40t 2.000 2 3 40t 2.000 3 4 lot 2.000 4 5 40t 2.000 5 6 40t 1.500 6 7 40t 1.500 5 8 40t 1.500 0 9 40t 1.500 4 10 40t 1.500 10 11 40t 1.500 11 12 40t 1.500 3 13 40t 1.250 13 14 40t 1.250 14 15 40t 1.250 15 16 40t 1.250 16 17 40t 0.750 17 19 40t 0.750 16 19 40t 0.750 19 20 40t 0.750 20 21 40t 0.750 rT Pipe Network Report El Length E1ev 90 5.48 5.40 4.00 4.00 1.50 1 12.00 19,50 6,00 0.50 -0.50 1 6.00 0.50 -0.50 1 2,50 15.00 1 0.50 -0.50 1 1.50 4.50 -9.50 1 1.50 1 12.00 1 19.SP 0.50 0.50 1 2.50 15.00 1 0.50 0,50 1 Teas Fquiv Lan T 5 Un Added T#Gal 6.5 4.0 7.0 1 15.$ 1 30.7 1 14.7 4.6 1 14.7 4.8 1 11.2 19.3 4.6 1 9.0 13.2 5.2 15.7 1 24.0 2.7 1 7.0 17.2 2.7 Adj Req Nz Orifice Typo 562.0 562.0 562.0 473.0 315.3 157.6 157.6 1C 0.7452 360 Degree 157.7 157.7 10 0.7452 360 Degree 157.7 157.7 157.7 1A 0.6973 360 Degree 89.0 89.0 89.0 89.0 44.5 44.5 28 0.2.597 55e 0egr®p 44.5 44.5 44.5 2A 0.2597 360 Degree OCT -03-1999 SUN 10:21 ID:I4ESTFIRE FM -200 flaw Calculation Program - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed t4 : Fiks Protection Systems L 1 rJ.L. Ex4623 F.M. 082F40.AF Distributor: Wsstfir,, Inc. 14818 W. Sixth Ave #4A :3alden, CU 80401 f 1 Designer: Stein Raab Project: Pac West Tukwila File Name: c:\fik134\pw@stcp4.prj f-? Date Calculated: Oct 2, 1999 B:27 PM Parts Report Data r1 Cylinder TEL:303-273-9801 P:13 Size Type fill weight Fill Density Quantity Part # 650 ib. Upright 562 60.5 1 70-083 f1 Hozz1e(s) NOtzle Type Size Orifice Area !hale Diameter Drill Size Part # y 1A 360 Degree 1.500 x.6973 0.2720 I 80-057-2720 0 360 Degree 1.500 0.7452 0.2812 9/32 80-057-2812 .-_, 1C 360 Degree 1,500 0.7452 0.2812 9f32 80-057-2812 2A 360 Degree 0.750 0.2597 0,1660 19 80-054-1660 1 1 28 360 Degree 0.750 0.2597 0.1660 19 80-054-1660 Pipe I 1 Item Type size Quantity `J Pipe 40t 0.75Q inches 38.00 feet Pipe 40t 1.250 inchee 24.50 feat r�' Pipe 40t 1.500 inches 31.00 feet Pip, 40t 2.000 inches 37.00 feet Elbow 90 Class 300 0.750 inches 3 each ( ) Elbow 90 C1acs 300 1.250 inches 3 each Elbow 90 Class 300 1.500 inches: 4 each Elbow 90 Class 300 2.000 inches 1 each rl Tee Class 300 1.250 inches 1 each Teo Class 300 2.000 inches 3 each OCT -0S-1999 SUN 1e:21 ID:WESTFIRE 1' TEL:30S-273-9501 P:14 FK -OP r).ow Calculation Program - Version FIK1,340 1 Copyright (c) 1994. 1995 Hughes Associates. Inc. Licensed to : Pike Protection Systems t -f U.L. Ex4623 F.M. 082IO.AF I Distributor; Westf'ire, Inc, 14819 W. Sixth Ave #4A Widen, CO 80401 l Doeiggxt StieVu Rbeb J Project: Pac West Tu)Cwila Pile Nhme: c:\fik134\pwestco4,px'j '-I Date Calculated: Oct 2. 1999 8:27 PM System Data Fl 5y5tem Discharge Time : 9,9 1 Percent agent in pipe . 30.82 Percent Agent before 1st Tee : 8.38 r 1 Enclosure Number: 1 _J Enclaeure Name: Cblocate #2 Room - Container #1 f 1 Minimum Design Concentration: 7.00% Adjusted Design Concentration: 7.00 ,_, Predicted Concentration: 7.0% Maximum Enpeoted Agent Concentretinn: 7,02 # 70,OF Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average} f 1 (lbs) (lbs) (lbs) (pai9) LA 157.5 157.7 164.7 129 19 157.5 1557.7 156.4 120 f -I 1C 157.4 157.6 156.4 120 �J Eztclb$ux-e Number: 2 1 Enclosure Name: Colocate #Z Room Sul floor - Container #1 Minimuz¢ Deeige Coaceetratian: 7.00% Adjusted Design Concentration: 7.00% {I Predicted Concentration: 7.0% _J Maximum Expected Agent Concentration: 7.0% 44 70.DF Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) (lbs) (lbs) (lbs) (ptaig) 2A 44.3 44.5 43.3 106 29 44.3 44.5 45.2 104 r) LJ SEP -30-1999 THU 07:42 ID:WESTFIRE TEL:303-273-9801 F14-200 Flow Calculation Program - Version FIK1.34a Copyright (c) 1944. 1995 Hughes Associates, Inc. Licensed to : Fiko Protection Systems U.L. Ex4623 P.M. OD2AO.AF Distributor: Weatfire, YAC, 14e18 W. Sixth Ave #4A Oolden. CO 80401 Designer: Stave Raab Project: Pac West Tukwila File Name; c:\fik134\pwestcol.prj Date Calculated: Sep 29, 1949 11:39 PM * Project Information Customer Information Nana : Pac West Telecom, Inc. Address : 1301 Pacific Highway South Tukwila, Washington Phone Contact Name : Mr. Ernest Hyden Contact Title : Project Information Name Pac West Tukwila Number Location Account Description : Colocate #3 - Container *1 P:01 SEP -S0-1999 THU 07:42 ID:MESTFIRE TEL:30S-27S-5801 P:OZ 1M-200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Aeaociatoa, Inc. Licensed to : F1ku Protection 5ystets U.L. Ex4623 F.M. 082AO.AF Distributor: W etfire, Inc. 14818 W. Sixth Ave #4A Widen, C0 80401 DoniOner: Steve Raab Project: Fac west Tukwila File Name: c:\fik134\Fwestcol.prj Date Calculated? Sep 29„ 1999 11:39 PM - Enclosure Information Enclosure Number; 1 Enclosure Name: Colocate #3 Room Minimum Design Concentration! Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sea level: Enclosure Volume: Non -Permeable Volume: Net Enclosure Volume: Number of Nozzles: 2 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: Contaiber #1 7.00 X 7.00 % 7.00 r 70.0 F 70.0 F 0 ft 11280.00 cubic feet 0.00 cubic feet 11280.00 cubic feet 384.9 lbs 365 lbs 385.1 lbs Enclosure Number: 2 Enclosure Name: Colocate #3 Eubfloor Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration? Minimtam Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sed level: Enclosure Volume: Noe -Permeable Volume: Net Enclosure Volume: Number of Nozzles: 2 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: 7.30 %G 7.00 X 7.00 X 70.0 F 70.0 1? 0 ft 2109.00 cubic feet 0.04 Cubic feet 2109.00 cubic feat 72.0 /be 72 lbs 72.0 lbs SEP -30-1995 THU 07:42 ID:WESTFIRE TEL:30S-273-9501 P:05 PM -200 Flow Calculation Program - Version FIK1.34c CPPYright (c) 1994. 1445 Hughes Associates, Inc, Licensed to : Fora Protection Systeme U.L. Ex4623 F.M. 4E2AD.AP Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Aden. CO 80441 Designer: stave Raab Project: Pec West Tukwila File Name: c:wfik134\pweeteol.prj Date Calculated: Sep 29, 1094 11:39 PM • cylinder Sire: Cylinder Type: Number of Cylinders: FM -200 per Cylinder: Fill Density: Height ae Cylinders: Floor Area for Cylinders: Total Weight; Floor Loading: Cylijdor Information 650 lb. Upright 1 457.0 lbs 49.214 ibe i cubic feet 65.9 inches 2.18 square feet 913 lbs 418 lbs ' square feet SEP -00 1000 THU 07:42 ID:WEUTFIRE TCL : DOD 270 0001 P:04 W-200 Plow Calculation Program -- Version FIK1.34c Copyright (c) 1994. 1995 Hughes Agsociaton. Inc. Licensed to : Pike Protection Systems Distributor: Westfiru, Inc. 14918 W. Sixth Ave *4A Golden, Cb 80401 Designer: Steve Raab Project: Pao West Tuk*i1a File Name: c:`fik134\pwestcol.prj Date Calculated: Sep 29. 1999 11,39 PM • Isometric Drawing .-r ,.Lfif•ie,v«,.rrr.•,•:••t uv in �•... �J:Irr rrn r: n;..:,a.., :. . , .. N+tY..-,.e.,4:4: _.... ., :_ • , r� uu:rnrnn r, r:.n � r • „$„ ..„ 16 SEP-90-1999 THU 07:49 ID:I4ESTFIRE TEL:80S-Z79-9801 P:05 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Associate. Inc. Licensed to : Fike Protection Memo U.L. Ex4623 F.M. 082AO.AF Distributor; Weetfire, Inc. 14818 W. Sixth Ave #4A Gulden. CO 80401 Designer: Stave Raab Project: Par West Tukwila Filo Weine: c:Nfik134\petier tcal.prj Date Calculated: Sep 29. 1999 11:39 PM m Pipe Network Report Node Pipe El Teas Equiv Len A4j Start End Type Dia* Length Elm, 90 T S Up Added Tate] Req Nt Orifice Type 0 1 40t 3.000 5,40 5.48 6.5 457.0 1 2 40t 2.000 9.50 9.50 9.5 457.0 2 3 40t 2.000 10.00 1 15.5 457.0 3 4 40t 2.001 2.00 1 5.5 385.0 4 5 40t 2.000 21.50 1 27.0 365.0 5 6 40t 1.500 12.00 1 20.7 192.5 6 7 40t 1.500 0.50 -0.50 1 4.8 192.5 18 1.0388 360 Degree 5 8 40t 1.500 9.00 1 17.7 192.5 8 9 40t 1.500 0.50 -0.50 1 4.8 192.5 1A 1.0388 360 Degree 3 10 40t 1.000 1.50 1 7.2 72.0 10 11 40t 1.000 11.50 •11.,5 1 14.3 72.0 11 12 40t 1.00p 24.80 1 27.6 72.0 12 13 40t 0.750 8.00 1 12.5 36.0 13 14 40t 0.750 0.50 0.50 1 2.7 36.0 2B 0.2597 360 Degree 12 15 40t 0.750 12.00 1 16.6 36.0 15 16 40t 0.750 0.50 0.50 1 2.7 36.h 2A 0.2821 360 Degree SEP -S0-1999 THU 07:43 ID::ESTFIRE TEL P:06 FM -200 Flow Calculation Program - Vireion FIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protection Syetems U.L. Ex4623 F.K. CIB2AO.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave i4A Golden, CO 80401 Designer: Steve !lamb Project: Pac West Tukwila File Name: c:\fik134\pweetcoi Date Calculated: Sep 29„ 1999 Prj £1:39 PM • *** WARNING *** The data in thl.a project may have been changed after calculating. System Data System Discharge Time : 9.6 Percent agunt in pipe : 36.40 Percent agent before let Tae : 14.10 Enclosure Number: 1 Enclosure Dome: 0olocdte #3 Room - Container #1 Minimum Design Concentration: 7.0Qy Adjusted Design Coacantx-ation; 7.00% Predicted Concentration: 7,07. Maximum Expected Agent Concentration: 7.0c Minimum Adjusted predicted Agent Agent Agent Nozzle Required Required Delivered (lbs) (lbs) (ibe) 1A 113 70.0):' Nozzle Pressure (Average) (Pgiff ) 192.5 192.5 192.3 134 492.5 192.5 192.8 132 Enclosure Lumber: 2 Enclosure Name; Coiocate #3 Subfloor Minimum Design Concentration; 7,00% Adjusted bewigu Concentration: 7.01 Predicted Concentration: 7.0% Maximum Expected Agent Concentration: 7.0% a 70.0P Minimum Adjusted Predicted Nozzle Agent Agent Agent Fr$esnre Nozzle Required Required Delivered (Average) (lbs) (lbs) (tho) (psis) 2A 36.0 36.0 36.0 98 28 36.0 36.0 36.0 104 SEP-S0-1SS9 THU 07:43 ID:WESTFIRE TEL:30S-273-9E01 P:07 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protection 3tvms U.L. Ez4623 F.M. ODZAO.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Name: c:\fik134.pwestco1.prj Date Calculated: Sep 29. 1999 11:39 PH • Parts Report Data Size Type Cylinder Fill weight Fill Density Quantity Part # 650 lb. Upright 457 49.2 1 70-083 Nozzle(s) Nozzle Type Size Orifice Area Melo Diameter Drill Size Part # 1A 360 Degree 1.500 1.0388 0.3320 Q 80-057-3320 IB 360 Degree 1.500 1.0368 0.3320 g 80-057-3320 2A 360 Degree 0,750 0.2821 0.1730 17 90-054-1730 28 360 Degree 0.750 0.2597 0.1660 19 80-054-1660 Pipe Item Type Size Quantity Pipe 40t 0.750 inches 21.00 feet Pipe 40t 1.000 inches 37.80 feet Pipe 40t 1.500 inches 22.00 feet Pipe 40t 2.000 inches 43.00 feet Elbow 90 Claes 300 0.750 inches 2 each Elbow 90 Class 300 1.000 inches 2 each Elbow 90 Class 300 1.500 inches 2 each Elbow 90 Class 300 2.000 inches 2 each Tea Claes 300 1.000 inches 1 each Tee Class 300 2.000 inches 2 each SEP -90-1999 THU 07:48 ID:.ESTFIRE TEL:803-278-9801 P:08 FM -200 Flaw Calculation Program - Version FIR1.34c Copyright (c) 1944. 1995 Hughes Associates, Inc. Licensed to : Fake Protection Systems U.L. Ea4h23 F.M. 0B2Ao.AF' Distributor: Wectfire, Inc. 14818 W. Sixth Ave #4A Golden. CO 88401 Designer: Steve Raab Project: Pec West Tukwila File Name: c:'£ik134\pweetco2.pr.j nate Calculated: Sep 30, 1999 12:30 AM Project Information Customer Information Name : Pao West Telecom. Inc. Addrns9 : 123i1 Pacific Highway South : Tukwila. WaehiggtDn Phone Contact foams : Mr. Ernest Hyden Contact Title : Project Information Name : Pec West Tukwila Number ; Location Account Description : Co1 cote i3 - Container #2 SEP-30-1SSS THU 07:44 ID:NESTFIRE TEL:SOS-273-9001 P:09 FM -200 Flow Calculation Program - Version FIV 1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : Fike Protection Systeme U.L. Ex4823 F.M. 082AO.AF Distributor: weetfire, Inc. 14816 W. Sixth Ave #4A Golden, CO 00401 Designer: Steve Raab Projegt: Pac test Tukwila Pile Name: c:\fik134\pesetc02.prj Date Calculated: Sep 30, 1999 12:30 AM Enclosures Information Enclosure Number: 1 Enclosure Name: Colocate #3 - COntainer #2 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure TelapeY eiture: Maximum Fnolosure Temperature: Elevation above see level: Enclosure Volutins: Non -Permeable V41ume: Net Enclosure Volume; Number of Nozzles: 2 7.00 X 7.00 x 7.150 x 70.0 F 7110 F 0 ft 11280.00 cubic Eget 0.00 cubic foot 11280.00 cubic feet Minimum Ageht Required; 304.9 lbs Adjusted Agent Required; 385 lbs Predicted Agent Delivered: 305.1 lbs Enclosure Number: 2 Enclosure Naw: Calocate #3 Sub€loor - Container #2 Minimum Design COneentration: Adjusted Design Concentration: Predicted Concentration: Minimum Enclooure Temperature: Maximum Enclosure Temperature: Elevation above sea level! Eneloeure Volume: Non -Permeable Volume: Met Enclosure Volume: Number of Nozzles: 2 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered; 7.00 X 7.00 Y. 6.98 70.0 F 70.0 F 0 ft 2109.00 cubic feet 0.00 cubic feet 2109.00 cubic feet 72.0 lbs 72 lbs 71.8 lbs SEP -90-189,.9 THU 07:44 ID:I.ESTFIRE TEL:aoB-27S-980i P:10 FM -2nd Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to : File Protection Systems U.L. Es4623 F.M. 082 O .AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden. CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Name: c:tifik134tipweetan2.prj Date calculated: Seip 30. 1999 12:30 AN Cylinder Information Cylinder Size: 650 lb. Cylinder Type: Upright Number of Cylinders: 1 FM -200 per cylinder: 457.0 lbs Fill Density: 49.214 lbs / cubic feet Height of Cylinders: 65.8 inches Floor Area for Cylinders: 2.18 square feet Total Weight: 913 lbs Floor Loading: 418 lbs / square feet SEP -30-1995 THU 07:44 1D:IESTFIRE TEL:303-273-9001 P:11 F!.4 -20D Flow Calculation program - Version FIK1.34c Copyright (c) 1994, 1595 Hughes Associates, Inc. Licensed to : Fike Protection Systems Distributor; Weatf'irs, Inc. 14818 W. Sixth Ave #4p, Golden, co AD4D1 Designer: Stave Raab Project: Pac West TUkw'ila File Name; c:\fik134\pwestcaz,prj Date Calculated; Sep 30, 1999 12:30 AN Iscametric Drawing 13 SEP -30-1999 THU 07:45 ID:WESTFIRE TEL:30S-273-9801 P:12 F14-200 Plow Calculation Program - Version FIK1:34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : Fike.Protaetitn System U.L. Ex4623 F.M. 082A0.AF Distributor: W&stfire, Inq, 1481B W. Sixth Ave #4A Bolden, CO 80401 Designer: 8tev& Raab Project: Pac West Tukwila Filo Name: c:`fik134\pweetco2.prj Date Calculated: Sep 30, 1999 12;30 AM Pipe Network Report Node Pipe E1 Tees Equity L.en Adj Start End Type Diem Length Elev 90. T S Un Added Total Reg Ns Orifice Type 0 1 40t 3.000 5.48 5.48 8.5 457.0 1 2 40t 2.000 9.50 9.50 9.5 457.0 2 3 40t 2.000 10.00 1 15.5 457,0 3 4• 40t 2.000 z.0o 1 5.5 385.0 4 5 40t 2.000 21.50 1 27.0 385.0 5 6 40t 1.500 12.00 1 20,7 192.5 6 7 40t 1.500 0.50 -0.50 1 4.8 192:5 1B 1.0388 360 Degree 5 8 40t 1.500 9.00 1 17.7 192.5 0 9 40t 1.500 0.50 -0.50 1 4.8 192.5 Lk 1.0388 360 Degree 3 10 40t 1.000 1.50 1 7.2 72.0 10 11 40t 1.000 11.50 -11.5 1 14.3 72.0 11 12 40t 1.000 24.00 1 26.6 72.0 12 13 40t 0.750 8.00 1 12.5 36.0 13 14 40t 0.750 0.50 0.50 1 2.7 36.0 211 0.2597 360 Degree 12 15 40t 0.750 17.00 1 16.5 36.0 15 16 40t 0.750 0.50 0,50 1 2.7 36.0 2A 0.2443 360 Degree SEP -30-1999 THU 07:45 ID:f.ESTFIRE TEL:303-273-9501 P:13 Fat -200 Flow Calculation Program _ Version FIA1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : fFike Protection Systeme U.L. Ea4623 F.M. 082AO.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden, CO 90401 Designer: Stever Rabb Project: Pac West Tukwila File Ni:aaae\fik134\pwoetco2.prj Demo Calculated: Sep 30, 1999 12:30 AM Parts Report Data Cylinder Size Typo Fill weight Fill Density Quantity Past # 650 lb. Upright 457 49.2 1 70-083 Nozzle(s) NcZZle 'l'ype Size Orifice Area Hole Diameter Drill Size Part # Lk 360 Degree 1.500 1.0388 0.3320 Q 80-057-3320 1D 360 Degree 1.500 1.0388 0.3320 Q 80-057-3320 2A 960 Degree 0.750 0.7443 0.1610 20 00-094-1610 2E1 360 Degree 0.750 0.2597 0.1660 19 80-054-1660 Pipe Item Type Size Quantity Pipe 40t 0.750 inches 21.00 feet Pipe 40t 1.000 inches 37.00 feet Pipe 40t 1.500 inches 22.00 feat Pipe 40t 2.000 inches 43.00 feet Elbow 90 Class 300 0.750 inches 2 each Elbow 90 Class 300 1.000 inches 2 each Elbow 90 Clens 300 1.500 inches 2 each Elbow 90 Cleee 300 2.000 inches 2 each Teo Claes 300 1,000 inches 1 each Tee Class 300 2.000 inches 2 eeeh SEP -30-1999 THU 07:46 ID:NESTFIRE TEL:303-273-9801 P:14 FM -200 Plow Calculation Program - Version PIK1.34c Copyright (c) 1994. 1995 Hughse Associates, inc. Licensed to : Fike Protection Systems 1.1. Ez4b23 F.M. OB2140.AF Distributor: Wa tfire, Inc. 14819 W. Sixth Ave #4A Golden. CO 80401 Designer: Steve Raab Project; Pao West Tukwila rile biome: c:4fik134\piweetco2.prj Date Calculated: Sep 30. 1999 12:30 ,1 System Data System Discharge Time : 9,5 Percent agent in pipe . 36.31 Percent agent before let Tea : 14.10 Enclosure Number: 1 Enclosure Name; Coiocate #9 - Container #2 Minimum Design Concentration: 7.00% Adjusted Design Concentration: 7.00% Predicted Concentration: 7.0% Maximum Expected Agent Cancentratjan; 7,0% 8 70.0F Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) (lbs) (lbs) (lbs) (prig) IA 192.5 192.5 192.8 133 16 192.5 192.5 192.3 131 Enclosure Number: 2 Enclosure Name: Colocats #3 Subfloor - Container #2 minimum Assign Concentration: 7.00%G Adjusted Design Concentration: 7'.0ox Predicted Concentration: 7.0'6 Maximum Expected Agent Concentration: 7.0% @ 70.OF Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) (lbs) (lbs) (lbs) (psig) 2A 36.0 36.0 35.7 105 25 36.0 38.0 35.1 109 btY-30-1593 THU 07:4£ ID:kESTFIRE TEL:505-273-3801 P:15 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : Fike Protection Systems U.L. Ez4423 F.M. 092AO.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden, CO 80401 Demigner: Steve Raab Project: PeoWest Tukwila File Name: c:4fik134\pweettxl.prj Date Calculated: Sap 29, 1999 0:05 PM + Project Information Customer Information Name : Pacwast Telecom, Inc. Addreag : 12301 Pacific Highway South TSukwila. Washington Phone Contact Name : Mr. Ernest Hyden Contact Title : Project Information Name : PacWsst Tukwila Number Location Account Description : Transmission & Switch Room - Container #1 SEP -30-1999 THU 07:46 ID:WESTFIRE TEL:30S-273-9801 P:16 FM -200 Flow Calculation Program - Version FIIC1.34c copyright (e) 1994. 1995 Hughes Associates. Inc. Licensed to : Fike Protection Systems U.L. Ea4623 F.M. OBZAO.AF Distributor: Westfire, Inc, 14618 W. Sixth Ave #4A °olden, co 80401 Designer: Steve Raab Project: PanWeet T hila File Name: c:'fik134\pweettxl.prj Date Calculated: Sep 29. 1999 8:05 PM Enclosure Iefermation Enclosure Dumber; 1 Enclosure Name: Tranaimssian & Switch Room - Container #1 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Tentperature : Elevation above sea level: Encleeurc Volume: i�Taw-Perlpeeble Volume: Net Enclosure Volume: Number of Nozzles: 2 7.00 x 7.00 % 7.02 % 70.0 F 70.0 F 0 ft 7E94.00 cubic feet 0.00 cubic feat 7894.00 cubic feet Minim= Agent Required: 269.4 lbs Adjusted Agent Required: 270 lbs Predicted ]agent Delivered: 270.2 lbs Enolosuro Number: 2 Enclosure Name: '1X & Switch Roam Subfloor - Container #1 Minimum Design Concentration: Adjusted Design Concentration: Prsdicte4 concentration: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above no level; Enclosure Volume: Non -Permeable Volume: Net Enclosure Volume: Number of Nozzles: 1 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: 7.00 7.00 %t 6.96 %{ 70.0 F 70.0 F 0 ft 1170.00 cubic feet 0.00 cubic fent 1i70.d0 cubic feet 39.9 lbs 40 lbs 39.7 Ibe SEP -S0-1999 THU 07:47 ID:WESTFIRE TEL: WS -Z73-96 01 P:17 FM -200 Flow Calculation Program - Version FIK1.34t Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to ; Fike Protection Systems U.L. hx4623 F.M. OH2AO.AF Distributor: Westfire, Inc. 14019 W. Sixth Ave $4A Golden, CO 90401 Designer: gteve Raab Project: Pa West Tukwila File Naas: c:\fik134\pwosttx1.prj Data Calculated: Sap 29. 1999 8:05 Pm ++ Cylinder Size: Cylinder Type: Number of Cylinders: FM -200 per Cylinder: Fill Density: Height of Cylinders: Floor Area for Cylinders: Total Weight: Floor Loading: Cylinder Information 375 lb. Upright 1 310.0 lbe 57.866 lbs / cubic feet 42.5 inches 2.18 square feet 605 lbs 314 lbs / square fact SEP -S0-1999 THU 07:47 ID:WESTFIRE TEL:808-275-9801 P:18 FM -200 Flow Calculation Program - Version FIK .34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : Pike Protection Systems Distributor: *attire, Inc, 14818 W. Sixth Ave #4A Golden, CO 80401 Designer! Steve Raab Project: Pacwest Tukwila File Name: c:Nfik134\pwesttxl.prj Date Calenlatad: Sep 29, 1999 8:05 Ptd • Isometric Drawing SEP -30-1999 THU 07:47 ID:WESTFIRE TEL:303-273-98+01 P:19 FM -200 Flow Calculation Program - Version F1K1.34c Copyright (b) 1994, 1995 Hughes Associates, ins. Licensed to : Eike Protection Systeme U.L. 1~x 4623 F.M. OB2A0 . Af Distributor: Westfire, Inc. 14818 W. sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: PacWest Tukwila File Mame; c:\fik134\pwesttxl.prj Date Calculated: Sep 29, 1999 0:05 PM Pipe Network Report Node pipe El Tens Equiv Lon Adj Start End Type Diem Length Elev 90 T S Un Added Total Req Nz Orifice Type 0 1 40t 3.000 3.54 3.54 6.5 310.0 1 2 40t 1.500 6.90 6.90 6.9 310.0 2 3 40t 1.500 13.00 1 17.3 310.0 3 4 40t 1.500 3.00 1 5.7 270.0 4 5 40t 1.500 13.00 1 17.3 270.0 5 6 4Ut 1.500 10.00 1 10.7 135.0 6 7 40t 1,500 0.50 -0.50 1 4.8 135.3 18 1.0831 360 Degree 5 8 40t 1.500 6.00 1 14.7 135.0 0 9 40t. 1.500 0.511 -0.50 1 4.8 135.0 1A 1.0931 360 Degree 3 10 40t 0.750 1.00 1 5.5 40.0 10 11 40t 0.750 11.50 -11.5 1 13.7 40.0 11 12 dot 0.750 15.00 1 17.2 40.0 12 13 40t 0.750 0.50 0.50 1 2.7 40.0 2A 0.3732 360 Degree SEP -30-1399 THU 07:40 ID:ISTFIRE TEL:30S-273-SS 1 P:20 FM -200 Flow Calculation Program - Version FI1(1.34a Copyright (c) 1994. 1995 Hughes Associates, Inc, Licensed to : Fike Protection Systeme U.L. Ex4623 F.M. 05240.AF Distributor: Westfire, Inc. 14010 W, Sixth Aum #4A Golden. CO 90401 Designer: Stere Raab Project: PacWest Tukwila File Mame c:\fik134\pwesttxl.prj Date Calcutlatsd: Sep 29. 1999 9:05 PM = Parts Report Data Size Type 375 ib. Upright Cylinder Fill weight Fill Density Quantity 310 57,9 Nozzles Type Size lA 360 Degree 1.500 16 360 Degree 1.500 2A 360 Degree 0.750 Item Type Pipe 40t Pipe lot Elbow 90 Class 300 Elbow 90 Class 300 Noxx1Q(s) Part # 1 70•-086 Orifice Area Hole Diameter Pipe iamet r - Pipe 1.0631, 1.0631 0.3732 0.3390 0.3390 0.1990 Size 0.750 inches 1.500 inches 0.750 inches 1.500 inches Tee Glass 300 1.500 inches Quantity 26.00 feet 52.90 teat 3 each 4 each 2 each Drill Size Part # R R 6 80-057-3390 U0-057-3390 80-054-1990 SEP -30-1999 THU 07:48 ID:WESTFIRE TEL:30S-Z79-9801 P:Z1 FM -200 Flo* Calculation Pragrem - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc, Licensed to : Pike Protection Systems U.L, Ex4623 F.M. 0B2A0,AF Distributor: Westfire, Inc. 14619 W. Sixth Ave #4A Holden, CO 90401 Designer: Steve Raab Project: PaCWest Tukwila Filo DTame: ceti€i1c131\prionttzl.prj Date CalculatAii Sip 29, 1999 0:05 Phi • r*i WARRING ••• The data in this project may havo been changed after calculating, Syotem Data %ratan Dieeherge Time : 9.4 Percent agent in pipe . 29.20 Percent agent before let Tee : 13.09 Enclosure Number: 1 Enclosure Ndmd: Transimasion & 5Witch Room - Container #1 Minimum Design Concentration: 7.00% Adjusted Dociga Concentration: 7.00% Predicted Concentration: 7.0% Maximum Expected Agent Concentration: 7.0% @ 70,QF Minimum Adjusted Predicted Agent Agent Agent Nozzle Required Required Delivered (lbs) (lbs) (lbe) IA 134.7 135.0 135.6 10 134.7 135.0 134.6 tJozzle Pressure (Average) (P8le) 95 93 Enclosure Number: 2 Enclosure Nene: TX & Switch Room Subfloor - Container #1 Minimum Design Concentration: 7.f0% Adjusted Design Concentration: 7.00% Predicted concentration! 7.0% Maximum Expected Agent Concentration: 7.0%. Minimum Adjusted Predicted Agent Agent Agent Nozzle Required Required Delivered (lbe) (lbs) (lbs) 2A 39.9 40.0 39.7 @ 70.OF Nozzle Pressure (Average) (PBig) 33 SEP -30-1999 THU 07:48 ID:WESTFIRE TEL:503-Z73-9801 P:22 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994, 1495 Hughes Associates_ Inc. Licensed to : Eike Protection 5ystam9 U.L. Ex4623 F.M. U82AO.AF Distributor: WI@atfire, Inc. 14619 W. Sixth Ave #4A Golden, CO 60401 Designer: J49 Polito Project: Pac West Tukwila File lama: ol\tik134\pweetts2.prj Date Calculated: Sep 29, 1999 0:23 Pit Project Information Customer Information Name : Pac West Telecom, Inc, Address : 12341 Pacific Highway South : Tukwila., Washington Phone Contact Name : Mr. Ernest Hyden CC:atect TitIH Project Information Name : Pac Wast Thkwila Number LneAt i.on Account Description : Transmission s switch Room - Container #2 1' r SEP -30-1999 THU 07:49 ID:IESTFIRE TEL:30S-273-9801 P:24 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1495 Hughes AsoociatU®. Inc. Licenced to : Fike Protection System U.L. $x4623 F.M. 082A0.AF Distributer: West ire, Inc. 14818 W. Sixth Ave #4A Golden, CO 80407, Designer: Joe Polito Project: Pec West Tukwila File Name: c:lfik134\pweettx2.prj Date Calculated: Sep 29, 1999 8:23 PN Cylinder Size: Cylinder Typo: Number of Cy1indare: FM -211U per Cylinder: Fill Density: Height of C"yl inders : Floor Area for Cylindore: Total Weight: Floor Leading: Cylinder Information 75 ib. Upright 1 310.0 lbs 57.055 lbs / cubic feet 42.5 inches 2.16 square feet h85 lbs 314 lbw / square feet SEP -30-1399 THU 07:48 ID:HESTFIRE TEL:303-273-9801 P:2S FM -280 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994, 1995 Hughes Associates, Tna, Licensed to : Fins Protection Systom Distributor: Westfire, Inc. 14918 W. Sixth Ave #4A Golden, CO 84401 Designer: Jae Polito Project Pao West Tukwila File Nom; c:\fi,k134\pivsfttx2,prj Date Calculated: Sep 29. 1999 8:23 PM Isometric Drawing 11 SEP -30-1999 THU D7:S0 ID:I.ESTFIRE TEL:S03-Z73-9901 FM -200 Flow Calculation Program - version FIR1.34c Copyright (c) 1994, 1995 Hughes Associates: Inc. Licensed to : FYke Protection Systems 0.L. Ez4623 F.M. 082A0.AF Distributor: Weetfire, Inc. 14818 W. Siztb Ave #4A &olden* CO 80401 Designer: Joe Polito Project: Pac West Tukwila File Name: c:'tifik134\pwesttn2.Frj Drubs Calculated: Sep 29, 1999 8:23 Poi Pi po Network Report Node Pipe RlT4ee Equiv Len Adj Start End Type Diam Length Elev 90 T S Un Added Total Req Nz Orifice Type 0 1 40t 3.000 3.54 3.54 6.5 310.0 1 2 40t 1.500 6.90 6.90 6.9 310.0 2 3 40t 1.500 9.00 1 13.3 310.0 3 4 40t 1.500 3.50 1 6.2 270.0 4 5 40t 1.500 16.00 1 20.3 270.0 5 6 40t 1.500 6.00 1 14.7 135.0 6 7 40t 1.500 0.50 -0.50 1 4.8 135.0 1A 1.0398 360 Degree 5 8 40t 1.00 10.00 1 10.7 135.0 8 9 40t 1.500 0.50 -0.50 1 4.8 135.0 iB 1.030$ 360 Degree 3 10 40t 0.750 1.00 1 5.5 40.0 10 11 40t 0.750 11.50 -11.5 1 13.7 40.0 11 12 40t 0.750 17.00 1 19.2 40.0 12 13 40t 0.750 0.50 0.50 1 2.7 40.0 2A 0.3732 360 Degree P:26 SEP -80-1999 THU 07:50 ID:kESTFIRE TEL:808-278-9801 P:27 FM -200 Flow Calculation Program - Version fIK1.34c Copyright (a) 1994, 1995 Hughes Assaciaten, Inc. Licensed to : Film Protection Wausau. U.L. Ex4623 F.M. 0132AO.AF Distributor: Westfire, Inc. 14818 W. Sixth AVB #4A d01deh, CO 80401 Designer: Joe Polito Project: Pec west Tutsile File Name: c:\fik134\pwesttx2.prj Date Calculated: sap 29, 1999 8:23 PM 5120 Parts Report Data Cylinder Fill weight Fill Density Quantity Part # 375 ib. Upright 310 57.9 1 70 -IAA Nozzle(s) Nozzle Type Size Orifice Ayes Hale Diameter Drill Size Part # 1A 360 Degree 1.500 1.0388 0.3320 Q 80-057-3320 18 360 Degree 1.500 1.0300 0.3320 Q 80-087-3320 2A 360 Degree 0.750 0.3732 0.1990 6 80-054-1990 Pipe It Type Size Quantity Pipe 40t 0.750 inches 30.00 feet Pips 40t 1.500 inches 52.40 feet Elbow 90 Class 300 0.750 inches 3 each Elbow 90 Class 300 1.500 inches 4 each Tee Class 300 1,500 inches 2 each SEP -30-1999 THU 07:90 ID:WESTFIRE TEL P:28 FM -200 flow Calculation Program - version FIX1.340 Copyright (c) 1994. 1995 Hughes Associates, Inc, Licensed to : Eike Protection System U.L. Ex4621 F.M. OE2A0.AF Distributor: Weetfire, Inc. 14818 W, Sixth Ave #4A Oclden. CO 80401 Designer: Joe Polito Project: PAC Went Tukwila File Name: c:tifik134\pwesttz2.prj Data Calculated: Sep 29, 1999 0:23 PM System Data System Discharge Time : 9.4 Percent agent in pipe : 29.21 Percent agent before 1st Tee : 11.49 Enclosure Number: 1 Enclosure Name: Transmission & Switch Room Container #2 Minimum Design Concentration: 7.0031 Adjusted Design Concentration: 7.00% Predicted Concentration: 7.0% Maximum Expected Agent Concentration: 7.0% @ 70.0F Minimum Adjusted Predicted Agent Agent Agent Noz319 Required Required Delivered (lbs) (lbs) (lbs) 1A 18 134.7 135.0 135.7 134.7 135.0 134.3 Nozzle Pressure (Average) (Pc1g ) 100 97 Enclosure Number: 2 Enclosure Name: TX & Switch Rooms Subfloor Container #2 Minimum Design Concentration: 7.00% Adjusted Design Concentration: 7.00% Predicted Concentration: 7.0% MAYimum Expected Agent Concentration: 7.0: (0 70.0F Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) (1be) (lbs) (lbs) (prig) 2A 39.9 40.0 40.1 85 SEP -90-1999 THU 07:51 ID:IESTFIRE TEL:809-273-9901 P:ZS LM -200 Flop Calculation Program - Version Fitt1.34e Copyright (c) 1994, 1995 Hughes Associates, Inc. LiOensed to : Fike Protection Systems J.L. Ea4623 P.M. OB2AO.AF Distributor: Westfiro, Inc. 1481E W. Sixth Ave #4A Golden. Co 80401 Designer: Steve Raab Project: Pao West Tukwila File Nanta: c:\fik.l34\pwesttx3.prj Date Calculated: Sep 2g, 1999 10:11 PM Project Information Customer Information Name : Pao West Telecom, Inc. Address ; 12301 Pacific Highway South Tukwila, Washington Phone Contact Name : Mr. Ernest Hyden Contact Title ; Project Information Name : Pat West 'Tukwila Number iocation : Account Description : Transmission & Switch Room - Container #3 SEP -30-1999 THU 07:51 ID:MESTFIRE TL: ,mud -Z73-58101 P:50 PM -200 Flow Calculation Program - Ve cion FIA1.34c Copyright (c) 1994. 1995 Hughes A9sociatee, Inc. Licensed to : Fike Protection Systems U.L. Ex4623 F.M. 092AO.AF Distributor: Waatfiri, Inc. 14010 W. Sixth Ave ,fop Golden, CO 00401 00Signer: Steve Raab Project; Pao WWet Tukwila File Name: ,c:\fik134\pweattx3.prj Tate Calculated: Sep 29, x.999 10:11 Pm Enclosure Information Enclosure Number: 1 Enclosure Name: Transmission . Switch Rom - Container #3 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sea level: Enclosure Volume: Non -Permeable Volumes; Net Enclosure Volum*: Number of Nozzles: 2 7,00 Y_ 7.00 % 7.01 % 70.0 F 70.0 F 0 ft 8947.00 cubic feet 0.00 cubic fest 0947.00 cubic feet Minimum Agent Required: 305.3 ibo Adjusted Agent Required: 306 lbs Predicted Agent Delivered: 305.6 lbs Enclosure Number: 2 Enclosure Name: 'IX & Switch Room Subfloor - Container #3 Minimum Design Concentration: Adjusted Design Concentration: Predicted Cohdentrbtion: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sea level: Enclosure Volum*: Non -Permeable Volume: Net Enclasurs Volumes: Number of Nozzles: 1 Minimum Agent Required: Adjusted Agent Required: Predicted Agent Delivered: 7.00 % 7.00 % 7.05 Y, 70.0 F 70.0 F 0 ft 2017.00 cubic fest 0.00 cubic feet 2017.00 cubic feet 68.8 lbs 69 lbs 69.4 lbs SEP -30-1995 THU 07:52 ID:I.ESTFIRE TEL:303-273-9801 P:31 PH -200 Floe Calculation Program - Version FIK1.34c Copyright (c) 1914, 1995 Rnahes Associates, Inc. Licensed to ; like Protection Systems U.L. Lz4623 F.M. 0132AO.AF Distributor: West€ire, Inc. 14818 W. Sixth Ave #4A Golden, CO 00401 Do4ignsr: Steve Raab Project: Pao West Tukwila File Maws: c:\fik134tipxnestt=3.prj Date Calculated: Sap 29, 1999 1{3:11 PM Cylinder Size: Cylinder Type: Number of Cylinders: FM -200 per Cylinder: Fill Density: Haight of Cylinders: Floor Area far Cylinders; Total Weight: Floor Loading: Cylinder Information 375 ib, Upright 1 375.0 lbs 69.949 ma / cubic 42.5 inches 2.18 square feet 750 1hs 344 lbie / square feet feat SEP-30-1SSS THU 07:52 ID:MESTFIRE TEL:303-Z73-9801 P:SZ F}4-200 Flaw Calculation Program - Version FIK1.34c Copyright (c) 1994, 1999 Hughes Associates, Inc. Licensed to : Pike Protection Systems Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden, CD 80401 Designer.: Steve Rab Project: Pau West Tukwila File Some: c:Nfik134\pweettT3.trj Date Calculated: Sep 29, 1999 10:11 PM Isometric Drawing 11 SEP -30-1999 THU 07:52 ID:WESTFIRE TEL:303-273-9801 FH -200 Flow Calculation Program - Version FIK1.34t 05pYright (c) 1994, 1995 Hughon Associates, Int. ' Licensed to : Fika Prutaatian Sytems H.L. Ea4623 P.M. QB2A0.AF Distriautor: Westfire, Inc. 14818 W. Sixth Ave #4A. Golden, c0 80401 Designer: Steve Raab Project: Pac West Tukwi l a Vile Name: a:\fik134\pwesttx3.prj Date Calculated: Sop 29, 1999 10:11 lei Pipe Network Report Nods Pipe El Tees Equiv Len Adj Start End TWO Diam Length E15v 90 T s Un Added Tete1 Req Nw Orifice Type 0 1 40t 3.000 3.54 3.54 6.5 375.0 1 2 40t 2.000 6.90 6,90 6.9 375.0 2 3 40t 2.000 9.00 1 14.5 375.0 3 4 40t 1.500 4.00 1 6.7 306.0 4 5 40t 1.500 16.50 1 20.8 306.0 5 6 40t 1.500 6.75 1 15.5 153,Q 6 7 40t 1.500 0.50 -0,50 1 4.8 153.0 1A 1.4043 360 Degree 5 8 40t 1.500 9.50 1 18.2 153.0 8 9 40t 1.500 0.50 -0.bu 1 4.8 153.0 1D 1.4054 360 Degree 3 10 40t 1.008 1.00 1 6.7 69.0 10 11 40t 1.000 11.50 -11.5 1 14.3 69.0 11 12 40t 1.000 10.00 1 20.6 69.0 12 1$ 4Qt 1,000 0.50 0.50 1 3.3 69.0 ZA 0.6225 360 Degree P:33 SEP -30-1999 THU 07:53 ID:kESTFIRE TEL:SOS-273-9801 FM -200 Flow Calculation Program - Version FTR1.34c Copyright (c) 1994. 1995 Hughes Associates. Inc. Licensed to : Fike Protection Systems U.L. Es4623 F.K. 032A0.AF Distributor: Wsatfire, I. 14818 W. Sixth Ave #41A Golden, CO 80401 Designer: Stave Raab Project: Pac West Tukwila File blame: c:\fik134\pweetta3.prj Date CalCalatvd: Sep 29„ 1994 10:11 PM Parts Report Data Size Fill weight Fill Density Type Cylinder 375 1b. Upright 375 70.0 Mozzle.(s) Nozzle Typo Site Orifice Area Hole Diameter IA► 1B 2A 360 Degree 1.500 360 Degree 1.500 350 Degree 1.000 Item Pipe Pipe Pipe Elbow 90 Elbow 90 Elbow 90 Tee Tee TYpe 40t 401 40t Clans 300 Claes 300 Class 300 Class 300 Class 300 1.4043 1.4854 0.6225 0.3860 0.3970 0.2570 Pipe Size Quantity 1.000 inches 1.500 inches 2.000 inches 1.000 inches 1.500 inches 2.000 inches 1.500 inches 2.000 inches Quantity Part # 1 70-085 31.00 feet 37.75 feet 15.90 feet 3 each 3 each 1 each 1 each 1 each Part # 80-057-5860 80-057-3970 80.055-2570 P:34 SEP -30-1999 THU 07:S3 ID:WEbiFIRE FM -nn Flow C'aleµiati,ep Program - Version FIE1.34c Copyright (a) 1994, 1995 Hughes Associates, Inc. Licensed to : Film Protection Systems U.L. Ex4623 F.M. 082AO.AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A °olden, CO 90401 Designer: Steve Raab Project: Pau West Tukwila File Name; c:\fik134\peeettxa.prj Date Calculated; Sep 29, 1999 10:11 P14 System Data System Discharge Time : 10.0 Percent agent in pipe : 29.71 Percent agent before 1st Tee : 12.90 Enclosure Number: 1 Enclosure Name: Transmission & Switch Room - Container #3 Minimum Design Concentration: 7.00% Adjusted Design Concentration: 7.00%1 Predicted Concentration; 7.02 Heximum Expected Agent Concentration: 7.02 # 70.0F Minimum Adjusted Predicted dazzle Agent Agent Agent Pressure Nezzle Required Required Delivered (Average) (lbs) (lbs) (lbs) (psi$) 1A 18 152.7 153.0 153.3 82 152.7 153.0 152.3 79 Enclosure Number: 2 Enclosure Name: TX 6 Switch Room Subfloer - Container #3 Minimum Design Concentration: 7.00: Adjusted Design Concentrdtion: 7.00% Predicted Coscantration: 7.1% Maximum Expected Agent Concentration: 7.1:: Minimum Adjusted Agent Agent Nozzle Required Required (lbs) (lbs) Predicted Agent beliversd (lbs) • 2A 60.8 69.0 69.4 70.0F Nozzle Pressure (Av r -a ) (Psis) 92 TEL:503-273-9801 P:SS SEP -30-1333 THIJ 07:53 ID:.E:STFIRE TEL:303-273-5601 P:36 FR -200 Flow Calculation Program - Version FZK1.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : Fikg Protection Syatip* u.J,. Es4623 F.H. 052A0.AF Distributor: We trire, inc. 1413113 W. Sixth Ave $4A Ooldan, CO 80441 Designer: Steve Raab Project: Pac Wast Tukwila Fila Nom: c:\fik134\pw$sttx4.prj Vete Calculated: Sap 2e, 1999 10:52 PH Project Information Customsr Information Name : Pac West Telecom. Inc. Address : 12301 Pacific Highway South : Tukwila, Washington phai e Contact Name : Mr. Ernest Hyden Contact Title : Project Information Name Pac Wsat TMcwils Number Lothti ed Account Description t Ttonemiaaion & Switch Room - Container #4 SEP -30-1999 THU 07:54 ID:WESTFIRE TEL:309-273-9801 P:37 FM -200 Flow Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to : Fikk Protection Systems U.L. Er4623 P.M. 0132A0 .AF Distributor: Westfire, Inc. 14818 W. Sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pao West Tukwila File Nage: c:\fik134\pwesttx4.prj Date CEllculated: Sep 29, 1499 10:52 PM Enclosure Information Enclosure plunger: 1 Enclosure Name: Transmission & Switch Room - Container #4 Minimum Design Concentration; Adjusted Design Concentration: Predicted Concentration: Minimum Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sea level: EnclOsure Volume: Nen-Permeable Volume: Net Enclosure Volume: Number of Nozzles: 2 7.00 z 7.00 k 7.01 : 70.0 F 70,0 F 0 ft 8947.00 cubic feet 0.80 cubit feet 0947.00 cubic feet Minimum Agent Required; 305.3 lbs Adjusted Agent Required: 306 lbs Predicted Agent Delivered: 305.7 lbe Enclosure Number: 2 Enclosure Name: TX & Switch Rohm Subfloor - container #4 MinimdM Design Concentration: Adjusted Design Concentration: Predicted Concentration: Minimtun Enclosure Temperature: Maximum Enclosure Temperature: Elevation above sea level: Enclosure Volume: Non -Permeable Volume: Net Enclosure Volume: Number of RoTz1es: 1 Minimum Agent Required: Adjusted Agent Required; Predicted Agent Delivered: 7.00 : 7.00 x 7.04 % 70.0 F 70.0 F 0 ft 2111?.00 cubic feet 0.00 cubic feet 2017.00 cubic feet 68.8 lbs fig lbs 69.3 lbs SEP -00-1999 THU 07:54 ID:WESTFIRE TEL Fid -200 Flow Calculation Program - Version FIK1.34c Copyright (a) 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protection Systems U.L. Ex4623 F.M. OB2.AD,AJ Distributor: Westfire. Inc. 14810 W. Sixth Ave #4A Golden, co 00401 Designer: Steve Raab Project: Pao West Tukwila Fade Name: c:\fikl34\pwesttz4,prj Date Calculated; Sep 29. 1999 1O:62 PM Cylinder Size: Cylinder Type : Number of Cylinders: FM -200 per Cylinder: Fill bensity; Height of Cylinders: Floor Area for Cylinders: Total Weight: Floor Loading: Cylinder Information 375 lb. Upright 1 375.0 1bta 69.999 lbs / cubic 42.5 inches 2,18 square feet 750 lbs 944 lbs f square feet feet P:58 SEP-90-1SSS THU 07:S4 ID:MESTFIRE TEL:90S-279-9801 P:S9 FM -200 Flow Calculation Program - Version FIR1.34c Copy'r'ight (c) 1994, 1995 Hughes Asaociatea, Inc, Licensed to : Fike Protection Systeme Distributor: Weetfire, Inc. 14818 W. sixth Ave #4A Golden, CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Mamas: c:\fiki34\pwesttx4.prj Data Calculated: Sep z9, 1999 10:5? PM Isometric Drawing SEP -80-1559 THU 07:55 ID;.ESTFIRE TEL:80S-278-5801 FM..2010 Flaw Calculation Program - Version FIK1.34c Copyright (c) 1994. 1995 inghes Associates. Inc. Licensed to : Eike Protection Systems U.I. Ex4623 F.M. 0B2AO.AF Distributor; We tfix'e, Inc, 14818 W. Sixth Ace #4A Golden, CO 80401 Designer: Steve Raab Project: Parc West Tukwila File Name: c:\fik134\pwesttx4.prj Data calculated: Sep 29, 1999 10:52 PM Pipe Network Report Node Pipe El Tees Fquiv Len Adj start End Type Diem length Elev 90 7 S Un Added Total Req Isla Orifice Type 0 1 40t 3.000 3.54 3.54 6.5 375.0 1 2 40t 2.000 6.90 6.90 6.9 375.0 2 3 40t 2.000 17.00 1 22.5 375.0 3 4 90t 2.000 1.50 1 5.0 306.0 4 5 40t 2.000 13.00 1 18.5 306.0 5 8 40t 1.500 0.50 1 17.2 153.0 6 7 40t 1.500 0.50 -0.50 1 4.8 153.0 1A 0.6596 360 Degree 5 8 40t 1.500 9.50 1 18.2 153.0 9 9 40t 1.500 0.50 -0.50 1 4.8 159.0 10 0.6308 360 Degree 3 10 40t 1.000 5.50 1 11.2 69.0 10 11 40t 1.000 11.50 -11.5 1 14.3 69.0 11 12 40t 1.000 19.00 1 21.0 69.0 12 13 40t 1.250 0.50 0.50 1 4.2 69.0 2A 0.6225 360 Degree P:40 SEP -30-1999 THU 07:55 ID:{•ESTFIRE TEL:303-273-S0 1 P:41 FM -200 Flog Calculation Program - Version FI1C1.34n Copyrigpt (t) 1994, 1995 Hughes Associates, Tnc. Licensed to : Fike Protection Systems U.L. Ex4623 F.M. 0132A0.AF Distributor: Westfire. Inc. 14618 W. Sixth Ave #4A Golden. CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Nemo: c:\fik134\pwestts4.prj Date Calculated: Sep 29, 1999 10:52 gal Parte Report Data Cylinder Sias Type Fill weight Fill tensity 375 lb. Upright 375 Nozzle Type Size Nozzle(s) 70.0 Quantity Part 1 70-006 Orale)) Area Hale Diameter Drill Size Part # 1A 360 Degree 1.500 0.0596 0.3020 1B 360 Degree 1.500 0.8308 0.2969 24 360 Degree 1.250 0.6225 0.2570 Pipe Item Type Site Quantity Pipe 40t 1.000 inches 36.00 feet Pipe 40t 1.250 inches 0,50 fest Pipe 40t 1.500 inches 19.00 feet Pipe 40t 2.000 inches 38.40 feet Elbow 90 Class 300 1.000 inches 2 each Elbow 90 Class 300 1.250 inches 1 each Elbow 90 Class 300 1,500 inches 2 each Elbow 90 Class 300 2.000 inches 2 each Tee Clans 300 2.000 inches 2 each t3 19/64 F 80-057-3020 80-057-2969 6o -a66-2670 SEP-30-15SS THU 07:55 ID:WESTFIRE TEL:30S-Z73-9001 P:4Z FM -200 Flow Calculation Program - Version PIK1.34c Copyright (c) 1994. 1995 Hughes Associates, Inc. Licensed to : Fike Protectlen Systems U.L. Ex4623 F.M. 082A0.AP Diutributor: Westfiz`e, Inc, 1481B W. Sixth Ave #4A (olden, CO 80401 Designer: Steve Raab Project: Pac West Tukwila File Name: c:tfik134\pwesttx4.prj Daze Calculated: Sep 22. 1999 le:52 PK System Dat* Systems Discharge Time : 9.8 Percent agent in pips . 36.59 Percent agent before 1$t Tee : 17.26 Enclosure Number: 1 Enclosure Name: TraneMission & Switch Room Minimum Design Concentration: 7.00% Adjusted Design Concentration; 7.004 Predicted Concentration: 7.0% Maximum Expected Agent Concentration: - Container 7.0:' @ 70.0F Minimum Adjusted Predicted Agent Agent Agent Nozzle Required Required Delivered (lbs) (lbs) (lbs) lA 1B 152.7 153.0 153.2 152.7 153.0 152.5 Nozzle Pressure (Average) (PEAS) 105 106 #4 Enclosure Number: 2 Enclosure Name: 1X & Switch Room Subfloor , Container #4 Minium Design Concentrdtion: 7.004 Adjusted Design Concentration: 7.00% Predicted Concentration: 7.0% Maximum Expected Agent Concentration: 7.04 @ 70.OF Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) (lbs) (lbs) (lbs) (prig) ZA 68.8 69.0 69.3 79 OCT -OB -189S SUN 10:22 1D:hESTFIRE TEL:50S-27S-9801 P:1S !M -2p0 FlOw Calculation Program - Version !111.34c Copyright (c) 1994, 1995 Hughes Associates, Inc. Licensed to : ribs Protection Systems U.L. 8x4623 P.M. O02AO.AF Distributor: Westfire, Inc. 14918 W. Sixth Ave #4A Golden, CO 00401 Designer: Steve Raab Project: Pew Wast Tukwila Pile Name: c0..fik134\pwastbat,prj Date Calculated: Oct 2, 1999 9;46 FM Project Information Customer Information Name : Pac Wast T alecam, Ina, Address : 12301 Pacific Highway South : Tukwila. Washington Phone Contact Name : Mr. Ernsat Hyden Contact Title : Project Information Name : Paw West Tukwila Number Location Account Description ; Battery Room - Container #1 a T -0a-135.4 SUt 10:ZZ Ip:l4E&TFIRZ TFL: Wa-Z73-3001 P:10 FM -200 Flaw Calculation Program - Version fY1(.1040 Copyright (c) 1994. 1995 Hughes Associates. Trio. Licensed to : Pike Protection Systems U.L. Ex4523 F.M. 087AO.AI' Distributor: Wastfire, Inc, 14818 W. Sixth Ave #4A Golden. CO 80401 Desigheir: SteVe Raab Project: Pac West Tukwila File Nanta: c:\fik134\pw4tst$at.prj Date Calculated: Oct 2. 1999 9:46 PM Enclosure Information Enclosure Number: 1 Enclosure Mama: Battery Room Minimum Design Concentration: 7.00 X Adjusted Design Concentration: 7.00 x krnAicte4 Cvuceftiatiwn: 7.00 % Minimum Enclosure Temperature: M4ximum Ehclosure 'Temperature: Elevation above sen iovv1: Enclosure Vulu m+: Non -Permeable Volume: Net Enclosure Volume: Number of Nozzles: 2 70.0 F 70.0 F 0 ft 5301.00 cubic foot 0.00 cubic feet 5301.00 orbic feet Minimum Agent Required! 1110.9 lbs Adjusted Agent Required: Al ins Predicted Agent Delivered: 181.0 Ibe OCT-03-1SSS SUN 10:ZZ ID:WESTFIRE TEL:503-27S-9801 P:17 FR -200 Flow Calculation Program - Version FIK1.34e Copyright (C) 1994, 1995 Hughes Associates, Inc. Lioa><med to : Pike Protection Systeme U.L. B14623 F.K. OB2Ad.AP Distributor: Wdstfit't, Inc. 14818 W. Sixth Ave #4A Golden, CO 80401 Designer: Steve Rab Project; Pac West Tukwila Fila Name: c:\fik134\pweetbeat.prj Data Calculated: Oct 2. 1999 9:46 PM Cylinder Site: Cylinder Type: Number of Cylinders: F'M-200 per Cylinder: fill Density: Height of Cylinders: Floor Area for Cylinders: Total Weight: Floor Loading: Cylinder Information 215 lb. Upright 1 181.0 lbs 50.929 lbs / cubic feet 28.9 inches 2.18 square feet 306 lbs 177 Lbo / square feet OCT-03-1SSS SUN 10:23 ID:I+E:STFIRE TEL P:18 FR -200 Flaw Calculation Program - Version FIK1.$4c Copyrigpt (c) 1994, 1995 Mughas Assaciatea, Inc. Licensed to : Fi.ke Protection Systems Distributor; WOCtfire, Inc. 14816 W. Sixth Ave #4A Golden, CO 90401 Designer: Steve Raab Project: Pac West Tukwila File Name; c:\fik134\pweethae.prj Date Calculated: Oct 2, 1999 9;46 PM Isometric Drawing OCT -03-1999 SUN 10:23 ID:kESTFIRE TEL:903-279-9801 P:19 FM -200 Plow Calculation Program - Version FIR1.34c Copyright (a) 1994, 1995 Hughes Aasociatos, Inc. Licensed to ; Fike Protection Systems U.L. Ftt4623 P.M. O82AO.AF Distributor: Westfire, Inc. 14818 W. sixth Ave #4A Boldon, CO 80401 DenigDer: Steve Raab Pruject„ Pac Wet Tukwila Filo Nathe: e:\fik134\pwentbat.prj Date Calculated: Oct 2, 1999 9:46 PM Pip, Network Report Node pipe El Tom Eguiv Len Adj Start Snd Typo Maw Length Elev 90 T S JJn Added Total Req Nz Orifice Typn 0 1 40t 3.000 2.41 2.41 6.5 181.0 1 2 40t 1.500 7.00 7.00 7.0 181.0 2 3 40t 1.500 20.00 1 24.3 101.0 3 4 40t 1.500 8.00 1 12.3 181.0 4 5 40t 1.500 7.00 1 15.7 90.8 5 6 40t 1.500 0.50 -0.50 1 4.0 90.5 lA 0.4117 360 Degree 4 7 40t 1.500 7.00 1 15.7 90.5 7 8 40t 1.500 0.50 -0.50 1 4.8 90,5 113 0.4117 360 Degree OCT -0S-1999 SUN 10:ZS ID:MESTFIRE r1 TEL:S0S-278-9801 P:20 L�J FM -200 Flow Calculation program - Version FIK1.34ct Copyright (c) 1994. 1996 Hughea Associates, Inc. Licensed to : Fike Protection Systeme aJ U.L. tz4623 F.M. 0B2A0.AF I.1 Distributor: Weatfire, Inc. 1481E W. Sixth Ave 14A golden, CO 80401 r 1 Designer: Steve Raab Project; Pao West Tukwila File Name: dt\Fik134\pwestbat.prj r'-1 Date Calculated: Oct 2, 1989 9:46 P34 Parte Report Data n r' L J Cylinder Size Type Fill weight Fill Density Quantity part # 21,5 lb. Upright 181 58.9 1 70-097 ri Nozzle(e) Nozzle Type Size Orifice Area Hole Diameter Drill Size Part # lA 360 Degree 1..500 0.4117 0.2090 4 80-057-2090 18 360 Degree 1.500 0.4117 0,2090 4 80-057-2090 r-1 Pipe -T�- Item Type Size Quantity L) Pipe 40t 1.500 inches 50.00 feat Elbow 9D Class 300 1.500 x.aches 4 each +.J Tee Class 300 1.500 inches 1 each rl r1 i-1 fl r1 OCT -03-1999 SUN 10:24 ID:l.ESTFIRE r� TEL:SOS-273-9601 P:21 FM -200 Plan Calculation program - Version FIK1.34o Copyright (c) 1994. 1995 Hughes Associates, Ins, Licensed to : Vika Protection Systeme U.L. Ex4623 F.M. OB2AO.AF Distributor: W.stfirw, /no. 14010 W. Sixth Ave .4A Oold.n. CO 904111 Designer: Steve Raab Project: Peat Weet Tukwi l a File Name: c:\fik134\pwsetbat.prj Dare Calculated: Oct 2. 1999 9:46 PH System Data Systema Discharge Time : 9.6 Percent agent in pipe . 40.20 Percent agent before 1st Tea : 29.94 Rncloeure Muumber: 1 Enclosure Name: Battery Room Minimum Decign Cohcentration: 7.00% Adjusted Design Concentration: 7.00% Predicted Concentration: 7.0% Maximum Expected Agent Concentration: 7.01. Minimum Adjusted Predicted Agent Agent Agent N6221e Pwquired Required Delivered (111s) (lbs) (1}) 90.5 90.5 90.5 90.5 90.5 90.5 4 70.0F Nozzle Pressure (Average) (Psi9) 1g2 132 HYDRAULIC DESIGN INFORMATION SHEET Name:PAC-WEST Location:12201 INTERNATIONAL BLVD. Building:SABEY BUILDING "B" - 3RD FLOOR Contractor:RELIANCE FIRE PROTECTION Calculated By:STEVE WASLEY Construction: [ ]-Combustible [X] -Non -Combustible Occupancy:COMPUTER SWITCHGEAR EQUIPMENT SYSTEM DESIGN Date:OCTOBER 18, 1999 System No. SYSTEM #1 Contract No. 91002 Drawing No. FP -1 Ceiling Height:VARIES Ft. [X]-NFPA 13: [ ]-LT. HAZ. [ ]-ORDINARY HAZARD GROUP: [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [ ]-OTHER (Specify) :NFPA 214 [ ]-SPECIFIC RULING: Area of Sprinkler Operation:ENTIRE Density:.15/1950 Area Per Sprinkler:130 Hose Allowance GPM: Inside:0 Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: GPM Required:690.4 PSI [ ]-EX.HAZARD. MADE BY: DATE: * System Type * [ ] -WET [ ] -DRY [ ] -DELUGE [X] -PRE-ACTION * SPRINKLER OR NOZZLE * Make:STAR Model:SG RECESSED Size:1/2 K-Factor:5.6 Temperature Rating:155 CALCULATION SUMMARY Required:124.9 "C" Factor Used: Overhead:100 Underground:140 * WATER FLOW TEST * Date & Time:1992 Static PSI:160 Residual PSI:112 GPM Flowing:1800 Elevation:0 WATER SUPPLY * PUMP DATA * Rated Capacity: At PSI: Elevation: Location:AT CITY CONNECTION Source Information:K.C. H2O DISTRICT 20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: �� Certificate ocS+ °r 1.0 k r� III c° Keith Millard ;, n, slprr+. v Decc • ,, 141;i Ec X, m ...II.......... rr_ 1 I 1 1 I 1 I I 1I 1 L I I I I 'I...I.• •• 1...l...E..�•.1..1f • c 3 IS -I +-I m m m m m 0' W N Ctsd) 3t1F1SS3tid 1/40 m m m f CS At • 3 0 J L. CD m .•i "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 1 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 1 18.00 5.6 43.17 10.33 1.049 6.67 0.150 Al 0.00 44.0 11.19 100 E 1.43 -0.36 18.00 6.68 8.10 1.22 2 18.16 5.6 43.17 10.52 1.049 5.33 0.153 Al 0.00 44.0 11.19 100 E 1.43 -0.36 18.16 6.74 6.76 1.03 Al 0.00 .44_=0 33.19 1.049 2.5 0.545 A2 0.00 43.5 17.43 100 2TE 8.56 0.22 36.16 13.42 11.06 6.03 A2 0.00 43.5 17.43 2.227 18.0 0.014 A4 0.00 43-_5 _13_69 100 0.00 0.00 36.16' 2.98 18.00 0.25 3 18.35 5.6 43.17 10.74 1.-049 4.67 0.156 A3 0.00 44.0 11.33 100 E 1.43 -0.36 18.35 _6_81 6.10 0.95 4 18.15 5.6 43.17 10.51 1.049 6.33 0.152 A3 0.00 -44.0 11.33 100 E 1.43 -0.36 18.15 6.74 7.76 1.18 A3 0.00 _44_0 11 _13 1.049 2.5 0.555 A4 0.00 43.5 17.69 100 2TE 8.56 0.22 36.50 13.55 11.06 6.14 A4 0.00 43.5 17.69 2.227 13.67 0.051 M 01 0.00 41-5 _1.8-._9-D 100 T 10.25 0.00 72.66 5.98 23.92 1.21 5 19.12 5.6 42.5 11.65 1.049 3.46 0.168 B1 0.00 44.0 11.82 100 E 1.43 -0.65 19.12 7.10 4.89 0.82 6 18.73 5.6 42.5 11.19 1.049 6.54 0.161 B1 0.00 44.0 11.82 100 E 1.43 -0.65 18.73 6.95 7.97 1.29 Bi 0.00 -44_-0 11 87 1._-049 1.33 0.593 B2 0.00 43.5 17.91 100 2TE 8.56 0.22 37.85 14.05 9.89 5.87 B2 0.00 43.5 17.91 2.245 16.25 0.015 B4 0.00 ==43,5 -1-8 _ 16 100 0.00 0.00 37.85 3.07 16.25 0.24 7 18.96 5.6 _42.5 -11.46 1.049 5.71 0.165 B3 0.00 44.0 11.99 100 E 1.43 -0.65 18.96 7$4 7.14 33-8 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 8 19.14 5.6 42.5 11.68 1.049 4.29 0.168 B3 0.00 44.0 11.99 100 E 1.43 -0.65 19.14 7.10 5.72 0.96 B3 0.00 44.0 11.99 1.049 1.33 0.601 B4 0.00 43.5 18.15 100 2TE 8.56 0.22 38.09 14.14 9.89 5.94 B4 0.00 43.5 18.15 2.245 3.58 0.053 MO1 0.00 43.5 18.90 100 T 10.65 0.00 75.94 6.15 14.23 0.75 MOl 0.00 43.5 18.90 3.340 9.5 0.026 M02 0.00 43.5 19.15 100 0.00 0.00 148.60 5.44 9.50 0.25 9 18.56 5.6 43.17 10.98 1.049 6.67 0.159 C1 0.00 44.0 11.91 100 E 1.43 -0.36 18.56 6.89 8.10 1.29 10 18.72 5.6 43.17 11.18 1.049 5.33 0.161 C1 0.00 44.0 11.91 100 E 1.43 -0.36 18.72 6.95 6.76 1.09 C1 0.00 44.0 11.91 1.049 1.0 0.577 C2 0.00 43.5 17.64 100 2TE 8.56 0.22 37.28 13.84 9.56 5.52 C2 0.00 43.5 17.64 2.245 18.0 0.014 C4 0.00 43.5 17.90 100 0.00 0.00 37.28 3.02 18.00 0.26 11 18.92 5.6 43.17 11.42 1.049 4.67 0.165 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.92 7.02 6.10 1.00 12 18.72 5.6 43.17 11.17 1.049 6.33 0.161 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.72 6.95 7.76 1.25 C3 0.00 44.0 12.06 1.049 1.0 0.587 C4 0.00 43.5 17.90 100 2TE 8.56 0.22 37.64 13.97 9.56 5.62 C4 0.00 43.5 17.90 2.245 13.67 0.052 M02 0.00 43.5 19.15 100 T 10.65 0.00 74.92 6.07 24.32 1.26 13 19.24 5.6 42.5 11.81 1.049 3.46 0.170 D1 0.00 44.0 11.99 100 E 1.43 -0.65 19.24 7.14 4.89 0.83 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 3 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 14 18.86 5.6 42.5 11.34 1.049 6.54 0.163 D1 0.00 44.0 11.99 100 E 1.43 -0.65 18.86 7.00 7.97 1.30 D1 0.00 44.0 11.99 1.049 1.33 0.601 D2 0.00 43.5 18.15 100 2TE 8.56 0.22 38.10 14.14 9.89 5.94 D2 0.00 43.5 18.15 2.245 16.25 0.015 D4 0.00 43.5 18.39 100 0.00 0.00 38.10 3.09 16.25 0.24 15 19.08 5.6 42.5 11.61 1.049 5.71 0.167 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.08 7.08 7.14 1.19 16 19.26 5.6 42.5 11.84 1.049 4.29 0.170 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.26 7.15 5.72 0.97 D3 0.00 44.0 12.16 1.049 1.33 0.608 D4 0.00 43.5 18.39 100 2TE 8.56 0.22 38.35 14.24 9.89 6.01 D4 0.00 43.5 18.39 2.245 3.58 0.054 M02 0.00 43.5 19.15 100 T 10.65 0.00 76.45 6.20 14.23 0.76 M02 0.00 43.5 19.15 3.340 9.67 0.097 M03 0.00 43.5 20.09 100 0.00 0.00 299.97 10.98 9.67 0.94 17 19.41 5.6 42.5 12.01 1.049 4.25 0.172 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.41 7.20 5.68 0.98 18 19.20 5.6 42.5 11.76 1.049 5.83 0.169 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.20 7.13 7.26 1.23 El 0.00 44.0 12.34 1.049 2.08 0.616 E2 0.00 43.5 19.11 100 2TE 8.56 0.22 38.61 14.33 10.64 6.55 E2 0.00 43.5 19.11 2.245 16.25 0.015 E4 0.00 43.5 19.35 100 0.00 0.00 38.61 3.13 16.25 0.25 19 19.24 5.6 42.5 11.81 1.049 6.5 0.170 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.24 7.14 7.93 1.35 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 4 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 20 19.63 5.6 42.5 12.29 1.049 3.5 0.176 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.63 7.29 4.93 0.87 E3 0.00 44.0 12.50 1.049 2.08 0.623 E4 0.00 43.5 19.35 100 2TE 8.56 0.22 38.87 14.43 10.64 6.63 E4 0.00 43.5 19.35 2.245 2.75 0.055 M03 0.00 43.5 20.09 100 T 10.65 0.00 77.48 6.28 13.40 0.74 M03 0.00 43.5 20.09 3.340 9.5 0.148 M04 0.00 43.5 21.50 100 0.00 0.00 377.45 13.82 9.50 1.41 21 23.01 5.6 42.5 16.89 1.049 5.83 0.236 Fl 0.00 44.0 17.96 100 E 1.43 -0.65 23.01 8.54 7.26 1.72 Fi. 0.00 44.0 17.96 1.049 3.0 0.236 F2 0.00 43.5 20.90 100 2TE 8.56 0.22 23.01 8.54 11.56 2.73 F2 0.00 43.5 20.90 2.245 16.25 0.006 F4 0.00 43.5 21.00 100 0.00 0.00 23.01 1.87 16.25 0.09 22 19.76 5.6 42.5 12.45 1.049 6.5 0.178 F3 0.00 44.0 13.21 100 E 1.43 -0.65 19.76 7.34 7.93 1.41 23 20.15 5.6 42.5 12.95 1.049 F3 0.00 44.0 13.21 100 20.15 7.48 3.5 0.185 E 1.43 -0.65 4.93 0.91 F3 0.00 44.0 13.21 1.049 3.0 0.655 F4 0.00 43.5 21.00 100 2TE 8.56 0.22 39.91 14.82 11.56 7.57 F4 0.00 43.5 21.00 2.245 2.75 0.037 M04 0.00 43.5 21.50 100 T 10.65 0.00 62.92 5.10 13.40 0.50 M04 0.00 43.5 21.50 3.340 36.25 0.197 M05 0.00 43.5 30.15 100 E 7.54 0.00 440.37 16.13 43.79 8.65 M05 0.00 43.5 30.15 3.340 145.08 0.197 TR1 0.00 39.0 66.71 100 4E 30.17 1.95 440.37 16.13 175.25 34.61 • "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 5 Node Node NodeFlow NodeFlow PipeFlow Kfactor Elev. Pressure Kfactor Elev. Pressure Diameter HWC Fittings Velocity Length FricLoss EqvLgth ElevLoss TotLgth TotFric TR1 BR1 BR1 2SP 2SP BKF BKF CTY 0.00 0.00 440.37 0.00 0.00 440.37 0.00 0.00 440.37 0.00 690.37 440.37 Units Legend Flow = gpm Elev. = feet Pressure = psi Diameter = inches SOURCE 39.0 66.71 3.340 36.0 79.29 120 16.13 36.0 79.29 3.340 43.0 98.97 120 16.13 43.0 98.97 4.260 12.0 119.25 120 9.91 12.0 119.25 8.510 0 124.87 140 2.48 Velocity = ft/sec Length, EqvLgth, TotLgth = feet 3 0.141 3E30 77.00 1.30 80.00 11.28 60 0.141 6EBT 101.16 -3.03 161.16 22.72 107 0.043 3ETG 52.00 13.43 159.00 6.85 200 0.001 3ETG 168.86 5.20 368.86 0.41 FricLoss, ElevLoss, TotFric = psi HYDRAULIC DESIGN INFORMATION SHEET Name:PAC-WEST Location:12201 INTERNATIONAL BLVD. Building:SABEY BUILDING "B" - 3RD FLOOR Contractor:RELIANCE FIRE PROTECTION Calculated By:STEVE WASLEY Construction: [ ]-Combustible [X] -Non -Combustible Occupancy:COMPUTER SWITCHGEAR EQUIPMENT SYSTEM DESIGN Date:OCTOBER 18, 1999 System No. SYSTEM #1 Contract No. 91002 Drawing No. FP -1 Ceiling Height:VARIES Ft. [X]-NFPA 13: [ ] -LT. HAZ. [ ]-ORDINARY HAZARD GROUP: [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [ ]-OTHER (Specify):NFPA 214 [ ]-SPECIFIC RULING: Area of Sprinkler Operation:ENTIRE Density:.15/1950 [ Area Per Sprinkler:130 Hose Allowance GPM: Inside:0 Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: [ ]-EX.HAZARD. MADE BY: DATE: * System Type * ] -WET [ ] -DRY [ ] -DELUGE [X] -PRE-ACTION * SPRINKLER OR NOZZLE * Make:STAR Model:SG RECESSED Size:1/2 K-Factor:5.6 Temperature Rating:155 CALCULATION SUMMARY GPM Required:690.4 PSI Required:124.9 "C" Factor Used: Overhead:100 Underground:140 * WATER FLOW TEST * Date & Time:1992 Static PSI:160 Residual PSI:112 GPM Flowing:1800 Elevation:0 WATER SUPPLY * PUMP DATA * Rated Capacity: At PSI: Elevation: Location:AT CITY CONNECTION Source Information:K.C. H2O DISTRICT 20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: cr -S -39d a Z Q PISC Z a A tri 21 714 O4 Z N a -44d 3 COCD 131 G t- 40 *.1 *i +-I a a is f CD PiCD 0 • 3 0 J Ii a co 0 3 Y7 d' co cm +. 3 T CO N MO in d' P7 CM *i *•I ,4 *i '4 ,-1 *1 CtSc[) 3?fflSS3fd "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 1 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 1 18.00 5.6 43.17 10.33 1.049 6.67 0.150 Al 0.00 44.0 11.19 100 .E 1.43 -0.36 18.00 6.68 8.10 1.22 2 18.16 5.6 43.17 10.52 1.049 5.33 0.153 Al 0.00 44.0 11.19 100 E 1.43 -0.36 18.16 6.74 6.76 1.03 Al 0.00 .44_0 ._31.19 1.049 2.5 0.545 A2 0.00 43.5 17.43 100 2TE 8.56 0.22 36.16 13.42 11.06 6.03 A2 0.00 43.5 17.43 2.227 18.0 0.014 A4 0.00 43_5 _17_69 100 0.00 0.00 36.16 2.98 18.00 0.25 3 18.35 5.6 43.17 10.74 1.049 4.67 0.156 A3 0.00 44.0 11.33 100 E 1.43 -0.36 18.35 ;_$1 6.10 0.95 4 18.15 5.6 43.17 10.51 1.049 6.33 0.152 A3 0.00 -44.0 11.33 100 E 1.43 -0.36 18.15 6.74 7.76 1.18 A3 0.00 _44__0 11 13 1.-049 2.5 0.555 A4 0.00 43.5 17.69 100 2TE 8.56 0.22 36.50 13.55 11.06 6.14 A4 0.00 43.5 17.69 2.227 13.67 0.051 MO1 0.00 ..3 _3&.S-0 100 T 10.25 0.00 72.66 5.98 23.92 1.21 5 19.12 5.6 42.5 11.65 1.049 3.46 0.168 B1 0.00 44.0 11.82 100 E 1.43 -0.65 19.12 7.10 4.89 0.82 6 18.73 5.6 42.5 11.19 1.049 6.54 0.161 Bl 0.00 44.0 11.82 100 E 1.43 -0.65 18.73 6.95 7.97 1.29 B1 0.00 44_-0 11_82 1._049 1.33 0.593 B2 0.00 43.5 17.91 100 2TE 8.56 0.22 37.85 14.05 9.89 5.87 B2 0.00 43.5 17.91 2.245 16.25 0.015 B4 0.00 -43 i,35 100 0.00 0.00 37.85 3.07 16.25 0.24 7 18.9-6 5.-6 -42.-5 -11.4.6 1.049 5.71 0.165 B3 0.00 44.0 11.99 100 E 1.43 -0.65 18.96 7_284 7.14 3_1$ "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EgvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 8 19.14 5.6 42.5 11.68 1.049 4.29 0.168 B3 0.00 44.0 11.99 100 E 1.43 -0.65 19.14 7.10 5.72 0.96 B3 0.00 44.0 11.99 1.049 1.33 0.601 B4 0.00 43.5 18.15 100 2TE 8.56 0.22 38.09 14.14 9.89 5.94 B4 0.00 43.5 18.15 2.245 3.58 0.053 MOl 0.00 43.5 18.90 100 T 10.65 0.00 75.94 6.15 14.23 0.75 MOl 0.00 43.5 18.90 3.340 9.5 0.026 M02 0.00 43.5 19.15 100 0.00 0.00 148.60 5.44 9.50 0.25 9 18.56 5.6 43.17 10.98 1.049 6.67 0.159 C1 0.00 44.0 11.91 100 E 1.43 -0.36 18.56 6.89 8.10 1.29 10 18.72 5.6 43.17 11.18 1.049 5.33 0.161 Cl 0.00 44.0 11.91 100 E 1.43 -0.36 18.72 6.95 6.76 1.09 C1 0.00 44.0 11.91 1.049 1.0 0.577 C2 0.00 43.5 17.64 100 2TE 8.56 0.22 37.28 13.84 9.56 5.52 C2 0.00 43.5 17.64 2.245 18.0 0.014 C4 0.00 43.5 17.90 100 0.00 0.00 37.28 3.02 18.00 0.26 11 18.92 5.6 43.17 11.42 1.049 4.67 0.165 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.92 7.02 6.10 1.00 12 18.72 5.6 43.17 11.17 1.049 6.33 0.161 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.72 6.95 7.76 1.25 C3 0.00 44.0 12.06 1.049 1.0 0.587 C4 0.00 43.5 17.90 100 2TE 8.56 0.22 37.64 13.97 9.56 5.62 C4 0.00 43.5 17.90 2.245 13.67 0.052 M02 0.00 43.5 19.15 100 T 10.65 0.00 74.92 6.07 24.32 1.26 13 19.24 5.6 42.5 11.81 1.049 3.46 0.170 D1 0.00 44.0 11.99 100 E 1.43 -0.65 19.24 7.14 4.89 0.83 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 3 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 14 18.86 5.6 42.5 11.34 1.049 6.54 0.163 D1 0.00 44.0 11.99 100 E 1.43 -0.65 18.86 7.00 7.97 1.30 D1 0.00 44.0 11.99 1.049 1.33 0.601 D2 0.00 43.5 18.15 100 2TE 8.56 0.22 38.10 14.14 9.89 5.94 D2 0.00 43.5 18.15 2.245 16.25 0.015 D4 0.00 43.5 18.39 100 0.00 0.00 38.10 3.09 16.25 0.24 15 19.08 5.6 42.5 11.61 1.049 5.71 0.167 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.08 7.08 7.14 1.19 16 19.26 5.6 42.5 11.84 1.049 4.29 0.170 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.26 7.15 5.72 0.97 D3 0.00 44.0 12.16 1.049 1.33 0.608 D4 0.00 43.5 18.39 100 2TE 8.56 0.22 38.35 14.24 9.89 6.01 D4 0.00 43.5 18.39 2.245 3.58 0.054 M02 0.00 43.5 19.15 100 T 10.65 0.00 76.45 6.20 14.23 0.76 M02 0.00 43.5 19.15 3.340 9.67 0.097 M03 0.00 43.5 20.09 100 0.00 0.00 299.97 10.98 9.67 0.94 17 19.41 5.6 42.5 12.01 1.049 4.25 0.172 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.41 7.20 5.68 0.98 18 19.20 5.6 42.5 11.76 1.049 5.83 0.169 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.20 7.13 7.26 1.23 El 0.00 44.0 12.34 1.049 2.08 0.616 E2 0.00 43.5 19.11 100 2TE 8.56 0.22 38.61 14.33 10.64 6.55 E2 0.00 43.5 19.11 2.245 16.25 0.015 E4 0.00 43.5 19.35 100 0.00 0.00 38.61 3.13 16.25 0.25 19 19.24 5.6 42.5 11.81 1.049 6.5 0.170 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.24 7.14 7.93 1.35 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 4 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 20 19.63 5.6 42.5 12.29 1.049 3.5 0.176 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.63 7.29 4.93 0.87 E3 0.00 44.0 12.50 1.049 2.08 0.623 E4 0.00 43.5 19.35 100 2TE 8.56 0.22 38.87 14.43 10.64 6.63 E4 0.00 43.5 19.35 2.245 2.75 0.055 M03 0.00 43.5 20.09 100 T 10.65 0.00 77.48 6.28 13.40 0.74 M03 0.00 43.5 20.09 3.340 9.5 0.148 M04 0.00 43.5 21.50 100 0.00 0.00 377.45 13.82 9.50 1.41 21 23.01 5.6 42.5 16.89 1.049 5.83 0.236 Fl 0.00 44.0 17.96 100 E 1.43 -0.65 23.01 8.54 7.26 1.72 F1 0.00 44.0 17.96 1.049 3.0 0.236 F2 0.00 43.5 20.90 100 2TE 8.56 0.22 23.01 8.54 11.56 2.73 F2 0.00 43.5 20.90 2.245 16.25 0.006 F4 0.00 43.5 21.00 100 0.00 0.00 23.01 1.87 16.25 0.09 22 19.76 5.6 42.5 12.45 1.049 6.5 0.178 F3 0.00 44.0 13.21 100 E 1.43 -0.65 19.76 7.34 7.93 1.41 23 20.15 5.6 42.5 12.95 1.049 3.5 0.185 F3 0.00 44.0 13.21 100 E 1.43 -0.65 20.15 7.48 4.93 0.91 F3 0.00 44.0 13.21 1.049 3.0 0.655 F4 0.00 43.5 21.00 100 2TE 8.56 0.22 39.91 14.82 11.56 7.57 F4 0.00 43.5 21.00 2.245 2.75 0.037 M04 0.00 43.5 21.50 100 T 10.65 0.00 62.92 5.10 13.40 0.50 M04 0.00 43.5 21.50 3.340 36.25 0.197 M05 0.00 43.5 30.15 100 E 7.54 0.00 440.37 16.13 43.79 8.65 M05 0.00 43.5 30.15 3.340 145.08 0.197 TR1 0.00 39.0 66.71 100 4E 30.17 1.95 440.37 16.13 175.25 34.61 File: PACWEST2 Node Node NodeFlow NodeFlow PipeFlow "THE" Sprinkler Program by FPE Software, Inc. Kfactor Elev. Kfactor Elev. Pressure Diameter Pressure HWC Fittings Velocity Page: 5 Length FricLoss EqvLgth ElevLoss TotLgth TotFric TR1 BR1 BR1 2SP 2SP BKF BKF CTY Units Legend 0.00 0.00 440.37 0.00 0.00 440.37 0.00 0.00 440.37 0.00 690.37 440.37 Flow = gpm Elev. = feet Pressure = psi Diameter = inches SOURCE 39.0 66.71 3.340 36.0 79.29 120 16.13 36.0 79.29 3.340 43.0 98.97 120 16.13 43.0 98.97 4.260 12.0 119.25 120 9.91 12.0 119.25 8.510 0 124.87 140 2.48 Velocity = ft/sec Length, EqvLgth, TotLgth = feet 3 0.141 3E30 77.00 1.30 80.00 11.28 60 0.141 6EBT 101.16 -3.03 161.16 22.72 107 0.043 3ETG 52.00 13.43 159.00 6.85 200 0.001 3ETG 168.86 5.20 368.86 0.41 FricLoss, ElevLoss, TotFric = psi HYDRAULIC DESIGN INFORMATION SHEET Name:PAC-WEST Location:12201 INTERNATIONAL BLVD. Building:SABEY BUILDING "B" - 3RD FLOOR Contractor:RELIANCE FIRE PROTECTION Calculated By:STEVE WASLEY Construction: [ ]-Combustible [X] -Non -Combustible Occupancy:COMPUTER SWITCHGEAR EQUIPMENT SYSTEM DESIGN Date:OCTOBER 18, 1999 System No. SYSTEM #1 Contract No. 91002 Drawing No. FP -1 Ceiling Height:VARIES Ft. [X] -NFPA 13: [ ]-LT. HAZ . [ ]-ORDINARY HAZARD GROUP: [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [ 3 -OTHER (Specify) :NFPA 214 [ ]-SPECIFIC RULING: [ ]-EX.HAZARD. MADE BY: DATE: Area of Sprinkler Operation:ENTIRE * System Type * Density:.15/1950 [ ] -WET [ 1 -DRY [ 1 -DELUGE [X] -PRE-ACTION Area Per Sprinkler:130 Hose Allowance GPM: Inside:0 Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: GPM Required:690.4 PSI * SPRINKLER OR NOZZLE * Make:STAR Model:SG RECESSED Size:1/2 K-Factor:5.6 Temperature Rating:155 CALCULATION SUMMARY Required:124.9 "C" Factor Used: Overhead:100 Underground:140 * WATER FLOW TEST * Date & Time:1992 Static PSI:160 Residual PSI:112 GPM Flowing:1800 Elevation:0 WATER SUPPLY * PUMP DATA * Rated Capacity: At PSI: Elevation: Location:AT CITY CONNECTION Source Information:K.C. H2O DISTRICT 20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: 396 4Ze,e6/e- a A Z V ✓ d C il C; A til m .r S4 04 Z CA ii 44 IV 3 a a a CU f.. G 94 u7so -I 3 0 J L. G G in 0 CO r 10 117 VI C4 C9 •-I co T co C. kr. 117 d' 07 0,1 *4 '4 ,-1 ,4 *i *i .•4 *-I .•4 '.4 IC T Sd) 3M(1SS3Hd "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 1 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 1 18.00 5.6 43.17 10.33 1.049 6.67 0.150 Al 0.00 44.0 11.19 100 E 1.43 -0.36 18.00 6.68 8.10 1.22 2 18.16 5.6 43.17 10.52 1.049 5.33 0.153 Al 0.00 44.0 11.19 100 E 1.43 -0.36 18.16 6.74 6.76 1.03 Al 0.00 44_1) 11_19 1.049 2.5 0.545 A2 0.00 43.5 17.43 100 2TE 8.56 0.22 36.16 13.42 11.06 6.03 A2 0.00 43.5 17.43 2.227 18.0 0.014 A4 0.00 43_5 _1_7_69 100 0.00 0.00 36.16 2.98 18.00 0.25 3 18.35 5.6 43.17 10.74 1.-049 4.67 0.156 A3 0.00 44.0 11.33 100 E 1.43 -0.36 18.35 4i_S1 6.10 0.95 4 18.15 5.6 43.17 10.51 1.049 6.33 0.152 A3 0.00 -44.0 11.33 100 E 1.43 -0.36 18.15 6.74 7.76 1.18 A3 0.00 -440 11 .3 1.-049 2.5 0.555 A4 0.00 43.5 17.69 100 2TE 8.56 0.22 36.50 13.55 11.06 6.14 A4 0.00 43.5 17.69 2.227 13.67 0.051 MO1 0.00 43-5 _18_90 100 T 10.25 0.00 72.66 5.98 23.92 1.21 5 19.12 5.6 42.5 11.65 1.049 3.46 0.168 B1 0.00 44.0 11.82 100 E 1.43 -0.65 19.12 7.10 4.89 0.82 6 18.73 5.6 42.5 11.19 1.049 6.54 0.161 B1 0.00 44.0 11.82 100 E 1.43 -0.65 18.73 6.95 7.97 1.29 Bi 0.00 44_0 11 89 1_-049 1.33 0.593 B2 0.00 43.5 17.91 100 2TE 8.56 0.22 37.85 14.05 9.89 5.87 B2 0.00 43.5 17.91 2.245 16.25 0.015 B4 0.00 =43,5 x_-15 loo 0.n 0 0.00 37.85 3.07 16.25 0.24 7 18.96 5.6 -42.-5 11.4.6 1.049 5.71 0.165 B3 0.00 44.0 11.99 100 E 1.43 -0.65 18.96 3$4 7.14 118 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 8 19.14 5.6 42.5 11.68 1.049 4.29 0.168 B3 0.00 44.0 11.99 100 E 1.43 -0.65 19.14 7.10 5.72 0.96 B3 0.00 44.0 11.99 1.049 1.33 0.601 B4 0.00 43.5 18.15 100 2TE 8.56 0.22 38.09 14.14 9.89 5.94 B4 0.00 43.5 18.15 2.245 3.58 0.053 MOl 0.00 43.5 18.90 100 T 10.65 0.00 75.94 6.15 14.23 0.75 M01 0.00 43.5 18.90 3.340 9.5 0.026 M02 0.00 43.5 19.15 100 0.00 0.00 148.60 5.44 9.50 0.25 9 18.56 5.6 43.17 10.98 1.049 6.67 0.159 C1 0.00 44.0 11.91 100 E 1.43 -0.36 18.56 6.89 8.10 1.29 10 18.72 5.6 43.17 11.18 1.049 5.33 0.161 C1 0.00 44.0 11.91 100 E 1.43 -0.36 18.72 6.95 6.76 1.09 C1 0.00 44.0 11.91 1.049 1.0 0.577 C2 0.00 43.5 17.64 100 2TE 8.56 0.22 37.28 13.84 9.56 5.52 C2 0.00 43.5 17.64 2.245 18.0 0.014 C4 0.00 43.5 17.90 100 0.00 0.00 37.28 3.02 18.00 0.26 11 18.92 5.6 43.17 11.42 1.049 4.67 0.165 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.92 7.02 6.10 1.00 12 18.72 5.6 43.17 11.17 1.049 6.33 0.161 C3 0.00 44.0 12.06 100 E 1.43 -0.36 18.72 6.95 7.76 1.25 C3 0.00 44.0 12.06 1.049 1.0 0.587 C4 0.00 43.5 17.90 100 2TE 8.56 0.22 37.64 13.97 9.56 5.62 C4 0.00 43.5 17.90 2.245 13.67 0.052 M02 0.00 43.5 19.15 100 T 10.65 0.00 74.92 6.07 24.32 1.26 13 19.24 5.6 42.5 11.81 1.049 3.46 0.170 D1 0.00 44.0 11.99 100 E 1.43 -0.65 19.24 7.14 4.89 0.83 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 3 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EgvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 14 18.86 5.6 42.5 11.34 1.049 6.54 0.163 D1 0.00 44.0 11.99 100 E 1.43 -0.65 18.86 7.00 7.97 1.30 D1 0.00 44.0 11.99 1.049 1.33 0.601 D2 0.00 43.5 18.15 100 2TE 8.56 0.22 38.10 14.14 9.89 5.94 D2 0.00 43.5 18.15 2.245 16.25 0.015 D4 0.00 43.5 18.39 100 0.00 0.00 38.10 3.09 16.25 0.24 15 19.08 5.6 42.5 11.61 1.049 5.71 0.167 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.08 7.08 7.14 1.19 16 19.26 5.6 42.5 11.84 1.049 4.29 0.170 D3 0.00 44.0 12.16 100 E 1.43 -0.65 19.26 7.15 5.72 0.97 D3 0.00 44.0 12.16 1.049 1.33 0.608 D4 0.00 43.5 18.39 100 2TE 8.56 0.22 38.35 14.24 9.89 6.01 D4 0.00 43.5 18.39 2.245 3.58 0.054 M02 0.00 43.5 19.15 100 T 10.65 0.00 76.45 6.20 14.23 0.76 M02 0.00 43.5 19.15 3.340 9.67 0.097 M03 0.00 43.5 20.09 100 0.00 0.00 299.97 10.98 9.67 0.94 17 19.41 5.6 42.5 12.01 1.049 4.25 0.172 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.41 7.20 5.68 0.98 18 19.20 5.6 42.5 11.76 1.049 5.83 0.169 El 0.00 44.0 12.34 100 E 1.43 -0.65 19.20 7.13 7.26 1.23 El 0.00 44.0 12.34 1.049 2.08 0.616 E2 0.00 43.5 19.11 100 2TE 8.56 0.22 38.61 14.33 10.64 6.55 E2 0.00 43.5 19.11 2.245 16.25 0.015 E4 0.00 43.5 19.35 100 0.00 0.00 38.61 3.13 16.25 0.25 19 19.24 5.6 42.5 11.81 1.049 6.5 0.170 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.24 7.14 7.93 1.35 • "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST2 Page: 4 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 20 19.63 5.6 42.5 12.29 1.049 3.5 0.176 E3 0.00 44.0 12.50 100 E 1.43 -0.65 19.63 7.29 4.93 0.87 E3 0.00 44.0 12.50 1.049 2.08 0.623 E4 0.00 43.5 19.35 100 2TE 8.56 0.22 38.87 14.43 10.64 6.63 E4 0.00 43.5 19.35 2.245 2.75 0.055 M03 0.00 43.5 20.09 100 T 10.65 0.00 77.48 6.28 13.40 0.74 M03 0.00 43.5 20.09 3.340 9.5 0.148 M04 0.00 43.5 21.50 100 0.00 0.00 377.45 13.82 9.50 1.41 21 23.01 5.6 42.5 16.89 1.049 5.83 0.236 F1 0.00 44.0 17.96 100 E 1.43 -0.65 23.01 8.54 7.26 1.72 Fl 0.00 44.0 17.96 1.049 3.0 0.236 F2 0.00 43.5 20.90 100 2TE 8.56 0.22 23.01 8.54 11.56 2.73 F2 0.00 43.5 20.90 2.245 16.25 0.006 F4 0.00 43.5 21.00 100 0.00 0.00 23.01 1.87 16.25 0.09 22 19.76 5.6 42.5 12.45 1.049 6.5 0.178 F3 0.00 44.0 13.21 100 E 1.43 -0.65 19.76 7.34 7.93 1.41 23 20.15 5.6 42.5 12.95 1.049 3.5 0.185 F3 0.00 44.0 13.21 100 E 1.43 -0.65 20.15 7.48 4.93 0.91 F3 0.00 44.0 13.21 1.049 3.0 0.655 F4 0.00 43.5 21.00 100 2TE 8.56 0.22 39.91 14.82 11.56 7.57 F4 0.00 43.5 21.00 2.245 2.75 0.037 M04 0.00 43.5 21.50 100 T 10.65 0.00 62.92 5.10 13.40 0.50 M04 0.00 43.5 21.50 3.340 36.25 0.197 M05 0.00 43.5 30.15 100 E 7.54 0.00 440.37 16.13 43.79 8.65 M05 0.00 43.5 30.15 3.340 145.08 0.197 TR1 0.00 39.0 66.71 100 4E 30.17 1.95 440.37 16.13 175.25 34.61 a File: PACWEST2 Node Node NodeFlow NodeFlow PipeFlow "THE" Sprinkler Program by FPE Software, Inc. Kfactor Elev. Pressure Kfactor Elev. Pressure Diameter HWC Fittings Velocity Page: 5 Length FricLoss EqvLgth ElevLoss TotLgth TotFric TR1 BR1 BR1 2SP 2SP BKF BKF CTY 0.00 0.00 440.37 0.00 0.00 440.37 0.00 0.00 440.37 0.00 690.37 440.37 Units Legend Flow = gpm Elev. = feet Pressure = psi Diameter = inches SOURCE 39.0 66.71 3.340 36.0 79.29 120 16.13 36.0 79.29 3.340 43.0 98.97 120 16.13 43.0 98.97 4.260 12.0 119.25 120 9.91 12.0 119.25 8.510 0 124.87 140 2.48 Velocity = ft/sec Length, EqvLgth, TotLgth = feet 3 0.141 3E30 77.00 1.30 80.00 11.28 60 0.141 6EBT 101.16 -3.03 161.16 22.72 107 0.043 3ETG 52.00 13.43 159.00 6.85 200 0.001 3ETG 168.86 5.20 368.86 0.41 FricLoss, ElevLoss, TotFric = psi HYDRAULIC DESIGN INFORMATION SHEET Name:ICG COMMUNICATIONS Location:12201 INTERNATIONAL BLVD - THIRD FLOOR Building:SABEY BUILDING "B" System No. RA #2 Contractor:RELIANCE FIRE PROTECTION Contract No. 90987 Calculated By:STEVE WASLEY Drawing No. FP -1 Construction: [ ]-Combustible [X] -Non -Combustible Ceiling Height:12.5 Ft. Occupancy:ORDINARY HAZARD GROUP I - SWITCH GEAR _EQUIPMENT Date:SEPT. 17, 1999 SYSTEM DESIGN [X] -NFPA 13: ( ]-LT. HAZ . [X] -ORDINARY HAZARD GROUP: [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [X] -OTHER (Specify) : [ ]-SPECIFIC RULING: MADE BY: 1 ]-EX.HAZARD. DATE: Area of Sprinkler Operation:ENTIRE * System Type * Density:0.15/1950 [ ] -WET [ ] -DRY [ ] -DELUGE [X] -PRE-ACTION Area Per Sprinkl.er.:.13.0 MAX Hose Allowance GPM: Inside:0 Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: * SPRINKLER OR NOZZLE * Make:STAR Model:SG Size:1/2 K-Factor:5.6 Temperature Rating.:155 CALCULATION SUMMARY GPM Required:718.21 PSI Required:101.37 "C" Factor Used: Overhead:100 Underground:140 * WATER -FLOW TEST * Date & Time:1992 Static PSI:160 Residu4.1 PS.I.:.112 GPM Flowing:1800 Elevation:5 WATER SUPPLY * PUMP DATA * Rated Capacity: At PSI: .Elevation.: Location:CITY SUPPLY Source Information:KING CO. H20 DIST. #20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: File: ICGRA2 Node "THE" Sprinkler Program by FPB Software, Inc. Pressure (psi) Flow Elevation K -Factor (gpm) (feet) Page: 1 SO1 12.13 19.50 58.00 5.60 SO2 13_ 87 .._ .20....85 58__0.0 5.60 TO1 16.35 0.00 57.00 MO1 18.46 0.00 56.50 M02 18.61 0.00 56.50 M03 ....19_1.7 0_..0.0 ..56..5_0 M04 20.33 0.00 56.50 M08 24.03 0.00 56.25 M09 42.81 0.00 56.00 M10 6.0...23 .. .0....0.0 .56_0.0 TR1 63.33 0.00 56.00 BR1 69.45 0.00 49.00 3SP 69.55 0.00 56.00 BKF 96..92 ..0._.0.D 12.__0..0 CTY -101.37 718.21 5.00 SOURCE S03 14.65 21.43 58.00 5.60 SO4 12.22 19.58 58.00 5.60 905 ..._13....9.8 .20.93 ._5.8._.0.0 5.60 T02 16.48 0.00 57.00 S06 14.76 21.52 58.00 5.60 S07 12.62 19.89 58.00 5.60 S08 14._.42 .21._2.6 ..5.8._.0._0 5.60 T03 16.99 0.00 57.00 S09 15.23 21.85 58.00 5.60 S10 13.39 20.49 58.00 5.60 S l l ....15.__3D .219.0 ..5.8....0.0 5.60 T04 17.98 0.00 57.00 S12 16.94 23.05 58.00 5.60 S13 11.17 18.72 58.00 5.60 S14 ....12.._62 ..._ 19...89 58_00 5.60 A 15.16 0.00 56.50 M05 21.43 0.00 56.50 M06 21.52 0.00 56.50 M07 .22...1 0.0.0 56_5.0 S15 11.96 19.37 58.00 5.60 S16 13.51 20.58 58.00 5.60 S17 19.86 24.96 58.00 5.60 S18 ...15_15 .21_.79 ...58__0_0 5.60 S19 17.07 23.13 58.00 5.60 S20 14.33 21.20 58.00 5.60 S21 16.16 22.51 58.00 5.60 T07 19 g2 ..0._00 57_OD S22 18.06 23.79 58.00 5.60 File: ICGRA2 Node Node "THE" Sprinkler Program by FPE Software, Inc. NodeFlow Kfactor NodeFlow Kfactor PipeFlow Elev. Elev. Pressure Diameter Pressure HWC Fittings Velocity Page: 1 Length FricLoss EqvLgth ElevLoss TotLgth, TotFric SO1 SO2 SO2 TO1 TO1 MOl MO1 M02 M02 M03 M03 M04 M04 M08 M08 M09 M09 M10 M10 TR1 TR1 BR1 Flow BR1 3SP 19.50 20.85 19.50 20.85 0_x0 40.35 0.00 0.00 61.7.8 0.00 0.00 61.78 0._.0D 0.00 123.81 0.00 186.82 0.00 0.00 252.2.6 0.00 0.00 468.21 0.00 468.21 0.00 ...0.._0.0 468.21 0.00 0.00 468,21 Dependent 0.00 0.00 468.21 5.6 5.6 5.6 ..58 _12_13 58 13.87 58 13.87 5.7 _.6_35 1.049 100 7.24 1.380 100 8.66 57 16.35 1.380 56.5 18.46 100 _13_25 56.5 18.46 . 2.635 56.5 18.61 100 3.63 5.6...5 .._1.8._21 56.5 19.17 56.5 19.17 ..�&..5 ....2.0_33 .2..e35 100 7.28 2.635 1_0 10.99 56.5 20.33 2.635 56.25 24.03 100 14.._2 4 56.25 24.03 3.260 56 42.81 100 18.00 5.6 _.42 Al 56 60.23 100 18.00 56 60.23 4.260 5.6 ...63. 31 . 190 10.54 56 63.33 4.260 49 69.45 120 _1D_54 Pressure Loss Device accounts for 49 69.45 4.260 56 69.55 120 _10_54_ . 10.0 0.174 0.00 0.00 10.00 1.74 7.42 0.176 T 4.28 0.43 11.70 2.06 .6 0.386 T 4.28 0.22 4.88 1.89 9.0 0.017 0.00 0.00 9.00 0.15 9.5 0.060 0.00 0.00 9.50 0.57 9.0 0.128 0.00 0.00 9.00 1.15 7.5 0.224 T 8.56 0.11 16.06 3.59 75.0 0.249 0.00 0.11 75.00 18.67 70 0.249 0.00 0.00 70.00 17.43 8.75 0.068 .ETC 37.11 0.00 45.86 3.10 6.92 0.048 GT 22.00 3.03 28.92 9.15 7.75 of TotFric loss 15 3ET 50.00 .65.00 0.048 -3.03 3_14 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA2 Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 3SP 0.00 56 69.55 4.260 120.0 0.048 BKF 0.00 12 96.92 120 3ETG 52.00 19.07 468.21 10.54 172.00 8.30 BKF 0.00 12 96.92 8.385 200.0 0.001 CTY 718.21 SOURCE 5 101.37 140 3EGT 157.16 3.03 468.21 2.72 357.16 7.48 Flow Dependent. Pressure Loss Device accounts for 7.00 of TotFric loss S03 21.43 5.6 58 14.65 1.049 2.58 0.207 TO1 0.00 ...57 2_6_15 ..100 T 3.57 0.43 21.43 7.96 6.15 1.27 SO4 19.58 5.6 58 12_2.2 1.0-49 10.0 0.175 S05 20.93 5.6 58 13.98 100 0.00 0.00 19.58 7.27 10.00 1.75 S05 20.93 5.6 58 13.98 1.380 7.42 0.177 T02 0.00 57 .16..-48 100 T 4.28 0.43 40.51 8.69 11.70 2.07 T02 0_00 _57 . ..1.6._.48 ._1._.380 .62 0.389 M02 0.00 56.5 18.61 100 T 4.28 0.22 62.9.3 13.31 4.90 1.91 S06 21.52 5.6 58 14.76 1.049 2.58 0.209 T02 0._.0.0 5.7 ...16__.42 100 .T 3.57 0.43 21.52 7.99 6.15 1.28 S07 19.89 5.6 _5.8 32_.62 .1..049 -L0.0- -0 .1-80 S08 21.26 5.6 58 14.42 100 0.00 0.00 19.89 ...7..3.8 ...1.0.x.0.0 s_.80 S08 21.26 5.6 58 14.42 1.380 7.42 0.182 T03 0.00 .57 .1b_.99 .:1-00 T 4.28 0.43 41.15 8.83 11.70 2.13 T03 0.00 57... 16.99 ...1_3$0 64 .0...401 M03 0.00 56.5 19.17 100 T 4.28 0.22 63_01 .13 -.52 -4.92 1.9-7 S09 _21.85 5.6 58 15.23 1.049 2.58 0.215 T03 ....D_.0.0 S.7 16.9_9 ..1D.D ..T 3.57 0.43 21.85 8.11 6.15 1.32 S10 .20-.49 5.6 -.58 .13._39 .1_0-49 10.0 Sil 21.90 5.6 58 15.30 100 0.00 20.49 ....7.61 .10...00 0.191 0.00 .1_..91 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA2 Page: 3 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric S11 21.90 5.6 58 15.30 1.380 7.42 0.193 T04 0.00 57 17.98 100 T 4.28 0.43 42.39 9.09 11.70 2.25 T04 0.00 57 17.98 1.380 .67 0.430 M04 0.00 56.5 20.33 100 T 4.28 0.22 65.44 14.04 4.95 2.13 S12 23.05 5.6 58 16.94 1.049 2.58 0.237 T04 0.00 57 17.98 100 0.00 0.43 23.05 8.56 2.58 0.61 S13 18.72 5.6 58 11.17 1.049 9.0 0.161 S14 19.89 5.6 58 12.62 100 0.00 0.00 18.72 6.95 9.00 1.45 S14 19.89 5.6 58 12.62 1.380 9.5 0.162 A 0.00 56.5 15.16 100 E 2.14 0.65 38.61 8.28 11.64 1.88 A 0.00 56.5 15.16 1.610 13.5 0.284 M05 0.00 56.5 21.43 100 ET 8.56 0.00 78.56 12.38 22.06 6.28 M05 0.00 56.5 -21.43 2.635 2.0 0.043 1Y106 0.00 56.5 21.52 100 0.00 0.00 103.52 6.09 2.00 0.09 M06 0.00 56.5 21.52 2.635 7.0 0.084 M07 0.00 56.5 22.11 100 0.00 0.00 148.45 8.73 7.00 0.59 M07 0.00 56.5 22.11 2.635 2.25 0.168 M08 0.00 56.25 24.03 100 T 8.56 0.11 215.95 12.71 10.81 1.81 S15 19.37 5.6 58 11.96 1.049 S16 20.58 5.6 58 13.51 100 19.37 7.19 9.0 0.172 0.00 0.00 9.00 1.55 S16 20.58 5.6 58 13.51 1.380 1.5 0.172 A 0.00 56.5 15.16 100 T 4.28 0.65 39.95 8.57 5.78 1.00 S17 24.96 5.6 58 19.86 1.049 1.92 0.275 M05 0.00 56.5 21.43 100 E 1.43 0.65 24.96 9.26 3.35 0.92 S18 21.79 5.6 58 15.15 1.049 S19 23.13 5.6 58 17.07 100 21.79 8.09 9.0 0.214 0.00 0.00 9.00 1.92 File: ICGR.A2 Node Node "THE" Sprinkler Program by FPE Software, Inc. NodeFlow Kfactor _NodeFlow _Kfactor PipeFlow Elev. Pressure Diameter ,Elegy 2r�.ssure .AJC Fittings Velocity Page: 4 Length FricLoss EqvLgth .Elsvr,ngs TotLgth TotFric S19 23.13 5.6 58 17.07 1.380 M06 ....0.._.0.0 56.5 21.52 .10.0 44.93 9.64 S20 S21 21.20 22.51 21.2.0 5.6 . 5.6 58 14.33 1.049 58 16.16 100 7.83 S21 22.51 5.6 58 16.16 1.380 T07 0.00 57 19.62 100 43.71 9.38 TO7 M07 S22 TO7 Units Legend 0..0.0 0.00 67.50 23.79 _002) 23.79 Flow = gpm Elev. =.feet Pressure = psi Diameter = inches 5.6 57 19.62.... . 1..38.0 56.5 22.11 100 14.48 58 18.06 57 . .1.9_62 Velocity = ft/sec _Length. EqvLgth, TotLgth = feet 1.049 100 8.83 11.31 0.214 gr ..._6. 47 x_.55 17.73 3.80 9.0 0.203 0.00 0.00 9_nn 1 83 10.58 0.204 T 4.28 0.43 14.86 3.03 _71 0,455 T 4.28 0.22 4.99 2.27 FricLoss, T1 evl.ics.s_, TotFric = psi .92 0.251 _3___52 _O 43 4.49 1.13 (WdE) MO1J N El S El co c ea c PRESSURE (psi) r P.I. I r I N ca A CA o' a co ao 1 tv C4 A 0 Q+ E P r1 0 r tc C 0 m 3 P a A. 0 c A HYDRAULICDESIGN INFORMATIONSHEET Name:ICG COMMUNICATION Location:12201,INTERNATIONAL BLVD. - THIRD FLOOR Building:SABEY BUILDING "B" Contractor:RELIANCE FIRE PROTECTION Calculated By:STEVE WASLEY Construction: [ ]-Combustible [X] -Non -Combustible Occupancy:ORDINARY GROUP I - SWITCH GEAR EQUIPMENT SYSTEM DESIGN Date:SEPT. 17, 1999 System No. RA #1 Contract No. 90987 Drawing No. FP -1 Ceiling Height:12.5 Ft. [X]-NFPA 13: [ ]-LT. HAZ. [X] -ORDINARY HAZARD GROUP:1 [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [ 1 -OTHER (Specify) : [ ]-SPECIFIC RULING: MADE BY: Area of Sprinkler Operation: Density:0.15/1950 Area Per Sprinkler:130 Hose Allowance GPM: Inside: Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: [ ]-EX.HAZARD. DATE: * System Type * [ 1 -WET [ 1 -DRY [ 1 -DELUGE [X] -PRE-ACTION * SPRINKLER Make:STAR Size:1/2 Temperature OR NOZZLE * Model:G K-Factor:5.6 Rating:155 CALCULATION SUMMARY GPM Required:748.22 PSI Rerpir.ed:130.97 "C" Factor Used: Overhead:100 Underground: 140 * WATER FLAW TEST * Date & Time:1992 Static PSI:160 Residua,1 PSI:112 GPM Flowing:1800 Elevation:5 MATER SUPPLY * PUMP DATA * Rated Capacity At PSI: Elevation; Location:CITY SUPPLY Source Information:KING CO. E20 DIST #20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: File: ICGRA1. Node "THE" Sprinkler Program by FPE Software, Inc. Pressure (psi) Flow Elevation K -Factor (gpm) (feet) Page: 1 S30 10.64 18.27 55.00 5.60 S31 12.28 19.63 .5.8_00 5.60 LO1 14.44 0.00 57.00 L02 17.23 D_DO 57.._.0.0 S34 19.64 24.82 58.00 5.60 T20 26.08 0_0D 57._.00 M20 28.06 0.00 56.50 M21 .28..57 .0.00 56.50 M22 30.83 0.00 56.50 M23 .35_75 -0._DD 55_5D M09 51.93 0.00 56.00 M10 .. 71.47 0.00 56.00 TR1 81.49 0.00 56.00 BR1 90_89 .0.0.0 4.9_0D 3SP 98.02 0.00 56.00 BKF 126.40 0.00 12.00 CTY 130.97 748.22 5.00 SOURCE S32 .13...48 .20_5.6 5.5_0_0 5.60 S33 15.96 22.37 55.00 5.60 S35 22.90 26.80 55.00 .5.60 L03 25.77 0.00 57.00 S36 30_.51 18_24 5.8_O0 5.60 S37 12.41 19.73 58.00 5.60 S38 .14.14 21.06 58.00 5.6D S39 .. 16.98 23.08 58.00 5.60 S40 39_92 24._.99 .5._00 5.-60 T21 26.08 0.00 58.00 S41 ..._26_15 .... .28_.63 . 57..0.0 .5.60 S42 11.52 19.01 58.00 5.60 S43 .1.3.47 ... 2.0..55 .58_0.0 5.60 S44 15.33 21.93 58.00 5.60 S45 . 18.40 ... 24...02 58.00 .5 .60 S46 21.56 26.00 58.00 5.60 T22 .28_53 .0_0.0 57_DD S47 27.81 29.53 58.00 5.60 S48 27.06 .29.13 58.00 ..5.60 S49 27.83 29.54 58.00 5.60 S50 29-.40 3_.36 52_0.0 5.60 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA1 Page: 1 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric S30 18.27 5.6 55 10.64 1.049 16.25 0.154 S31 19.63 5.6 58 12.28 100 2E 2.85 -1.30 18.27 6.78 19.10 2.94 S31 19.63 5.6 58 12.28 1.380 11.0 0.156 LOl 0.00 57 14.44 100 0.00 0.43 37.89 8.13 11.00 1.72 LOl 0.00 57 14.44 1.380 8.0 0.349 L02 0.00 57 17.23 100 0.00 0.00 58.45 12.54 8.00 2.79 L02 0.00 57 17.23 1.610 9.5 0.300 S34 24.82 5.6 58 19.64 100 0.00 -0.43 80.82 12.74 9.50 2.85 S34 24.82 5.6 58 19.64 1.610 6.5 0.492 T20 0.00 57 26.08 100 T 5.71 0.43 105.64 16.65 12.21 6.01 T20 0.00 M20 0.00 132 .44 57 26.08 2.067 .83 0.221 56.5 28.06 100 T 7.14 0.22 12.66 7.97 1.76 M20 0.00 56.5 28.06 2.635 7.5 0.068 M21 0.00 56.5 28.57 100 0.00 0.00 132.44 7.79 7.50 0.51 M21 0.00 56.5 28.57 2.635 9.0 0.250 M22 0.00 56.5 30.83 100 0.00 0.00 268.17 15.78 9.00 2.25 M22 0.00 56.5 30.83 2.635 9.0 0.547 M23 0.00 56.5 35.75 100 0.00 0.00 409.20 24.07 9.00 4.92 M23 0.00 56.5 35.75 2.635 11.71 0.787 M09 0.00 56 51.93 100 T 8.56 0.22 498.22 29.31 20.27 15.96 M09 0.00 56 51.93 3.260 70 0.279 M10 0.00 56 71.47 100 0.00 0.00 498.22 19.15 70.00 19.55 M10 0.00 56 71.47 3.260 8.75 0.279 TR1 0.00 56 81.49 100 ETC 27.12 0.00 498.22 19.15 35.87 10.02 TR1 0.00 56 81.49 3.260 6.92 0.199 BR1 0.00 49 90.89 120 GT 16.00 3.03 498.22 19.15 22.92 12.43 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA1 Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric BR1 0.00 49 90.89 3.260 15 0.199 3SP 0.00 56 98.02 120 3ET 36.00 -3.03 498.22 19.15 51.00 10.16 3SP 0.00 56 98.02 4.260 120.0 0.054 BKF 0.00 12 126.40 120 3ETG 52.00 19.07 498.22 11.21 172.00 9.32 BKF 0.00 12 126.40 8.385 200.0 0.002 CTY 748.22 SOURCE 5 130.97 140 3EGT 157.16 3.03 498.22 2.89 357.16 7.60 Flow Dependent Pressure Loss Device accounts for 7.06 of TotFric loss S32 20.56 5.6 55 13.48 1.049 4.5 0.192 LOl 0.00 57 14.44 100 ET 5.00 -0.87 20.56 7.63 9.50 1.82 S33 22.37 L02 0.00 22.37 5.6 55 15.96 1.049 4.5 . 0.224 57 17.23 100 ET 5.00 -0.87 8.31 9.50 2.13 S35 26.80 5.6 55 22.90 1.049 5.5 0.313 L03 0.00 57 25.77 100 2ET 6.42 -0.87 26.80 9.95 11.92 3.73 L03 0.00 57 25.77 1.610 2.•46 0.039 T20 0.00 57 26.08 100 T 5.71 0.00 26.80 4.22 8.17 0.32 S36 18.24 5.6 58 10.61 1.049 11.75 0.154 S37 19.73 5.6 58 12.41 100 0.00 0.00 18.24 6.77 11.75 1.81 S37 19.73 S38 21.06 37.97 5.6 58 12.41 1.380 11.0 0.157 5.6 58 14.14 100 0.00 0.00 8.14 11.00 1.73 S38 21.06 5.6 58 14.14 1.380 8.0 0.355 S39 23.08 5.6 58 16.98 100 0.00 0.00 59.03 12.66 8.00 2.84 S39 23.08 5.6 58 16.98 1.610 9.5 0.309 S40 24.99 5.6 58 19.92 100 0.00 0.00 82.11 12.94 9.50 2.93 S40 24.99 5.6 58 19.92 1.610 6.5 0.505 T21 0.00 58 26.08 100 T 5.71 0.00 107.09 16.88 12.21 6.16 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA1 Page: 3 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric T21 0.00 58 26.08 2.067 .83 0.232 M21 0.00 56.5 28.57 100 T 7.14 0.65 135.73 12.98 7.97 1.85 S41 28.63 5.6 57 26.15 1.610 2.46 0.044 T21 0.00 58 26.08 100 T 5.71 -0.43 28.63 4.51 8.17 0.36 S42 19.01 5.6 58 11.52 1.049 11.75 0.166 S43 20.55 5.6 58 13.47 100 0.00 0.00 19.01 7.06 11.75 1.95 S43 20.55 5.6 58 13.47 1.380 11.0 0.169 S44 21.93 5.6 58 15.33 100 0.00 0.00 39.56 8.49 11.00 1.86 S44 21.93 5.6 58 15.33 1.380 8.0 0.383 S45 24.02 5.6 58 18.40 100 0.00 0.00 61.48 13.19 8.00 3.06 S45 24.02 5.6 58 18.40 1.610 9.5 0.333 S46 26.00 5.6 58 21.56 100 0.00 0.00 85.50 13.47 9.50 3.16 S46 26.00 5.6 58 21.56 1.610 6.5 0.544 T22 0.00 57 28.63 100 T 5,71 0.43 111.50 17.57 12.21 6.64 T22 0.00 57 28.63 2.067 .83 0.249 M22 0.00 56.5 30.83 100 T 7.14 0.22 141.03 13.48 7.97 1.98 S47 29.53 5.6 58 27.81 1.610 2.46 0.047 T22 0.00 57 28.63 100 T 5.71 0.43 29.53 4.65 8.17 0.38 S48 29.13 5.6 58 27.06 1.380 8.0 0.096 S49 29.54 5.6 58 27.83 100 0.00 0.00 29.13 6.25 8.00 0.77 S49 29.54 5.6 58 27.83 1.610 S50 30.36 5.6 58 29.40 100 58.67 9.25 9.5 0.166 0.00 0.00 9.50 1.57 S50 30.36 5.6 58, 29.40 1.610 7.33 0.359 M23 0.00 56.5 35.75 100 ET 8.56 0.65 89.03 14.03 15.89 5.70 "THE" Sprinkler Program by FPE Software, Inc. File: ICGRA1 Page: 4 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC...Eit.tings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric Units Legend Flow = gpm Velocity = ft/sec FricLoss, Elev. = feet Length, E1.evlsoss, Pressure = psi EqvLgth, TotFric = psi Diameter... inches TotLgth = feet (wd5) MO1_I PRESSURE (psi) P. F+ F+ F+ I. F+ F+ F+ F+ �• to w LA Q+ a oD 1,0 00 F+ ty w ,p v1 0+ a 00 ••I• '..1..a 1...,...1..'..1...1..!...1..!..1....1„... VIKING AUTOMATIC SPRINKLER COMPANY 3434 1ST AVENUE SOUTH SEATTLE,WA 98134-1894 HYDRAULIC CALCULATIONS FOR WOWRACK 12201 TUKWILA INT'L BLVD SEATTLE, WA DATE: 5-11-2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 3300 sq. ft. COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 30 TOTAL SPRINKLER WATER FLOW REQUIRED: 699.2 gpm TOTAL WATER REQUIRED (including hose): 949.2 gpm SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: SABEY CORPORATION DESIGN/LAYOUT BY: MIKE MOFFETT AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA/FACTORY MUTUAL CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3803071320) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC RESID. FLOW AVAIL. TOTAL PRESS. PRESS. @ PRESS. @ DEMAND (PSI) (PSI) (GPM) (PSI) (GPM) REQ'D PRESS. (PSI) 160.0 112.0 1800.0 145.3 949.2 132.9 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 ELEVATION NODE TYPE (FT) 1 12.0 K= 5.60 2 12.0 K= 5.60 3 12.0 - - - - 4 12.0 K= 5.60 5 12.0 K= 5.60 6 12.0 K= 5.60 7 12.0 K= 5.60 8 12.0 K= 5.60 9 12.0 K= 5.60 10 12.0 K= 5.60 11 12.0 K= 5.60 12 12.0 K= 5.60 13 12.0 K= 5.60 14 12.0 K= 5.60 15 12.0 K= 5.60 16 12.0 K= 5.60 17 12.0 K= 5.60 18 12.0 K= 5.60 19 12.0 K= 5.60 20 12.0 K= 5.60 21 12.0 K= 5.60 22 12.0 K= 5.60 23 12.0 K= 5.60 24 12.0 K= 5.60 25 12.0 K= 5.60 26 12.0 K= 5.60 27 12.0 K= 5.60 28 7.7 K= 5.60 29 7.7 K= 5.60 30 7.7 - - - - A 12.0 949.2 GPM 250.0 GPM 0.0 GPM 699.2 GPM DENSITY PRESSURE DISCHARGE AREA REQ. ACT. (PSI) (GPM) (FTA2) (GPM/FTA2) 10.3 18.0 120.0 0.150 0.150 12.8 20.0 105.0 0.150 0.191 13.3 - - - - - - - - - - - - 14.5 21.4 105.0 0.150 0.203 18.3 24.0 105.0 0.150 0.228 14.2 21.1 130.0 0.150 0.162 16.8 23.0 130.0 0.150 0.177 17.3 23.3 130.0 0.150 0.179 14.4 21.3 117.0 0.150 0.182 17.1 23.1 117.0 0.150 0.198 17.6 23.5 117.0 0.150 0.201 14.8 21.6 117.0 0.150 0.184 17.5 23.5 117.0 0.150 0.200 18.1 23.8 117.0 0.150 0.203 13.6 20.6 124.0 0.150 0.166 16.0 22.4 124.0 0.150 0.181 11.5 19.0 124.0 0.150 0.153 13.6 20.6 124.0 0.150 0.166 15.7 22.2 124.0 0.150 0.179 13.7 20.7 124.0 0.150 0.167 16.1 22.5 124.0 0.150 0.181 11.6 19.1 124.0 0.150 0.154 13.7 20.7 124.0 0.150 0.167 15.8 22.3 124.0 0.150 0.180 14.8 21.5 104.0 0.150 0.207 17.5 23.4 104.0 0.150 0.225 18.0 23.8 104.0 0.150 0.228 30.5 30.9 100.0 0.150 0.309 31.3 31.3 100.0 0.150 0.313 35.1 - - - - - - - - - 19.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FTA2) Al 10.5 22.6 B 12.0 19.4 B1 10.5 22.7 C 12.0 19.7 Cl 10.5 23.0 D 12.0 20.2 D1 10.5 23.6 E 12.0 18.6 El 10.5 22.8 F 12.0 18.8 F1 10.5 22.9 G 12.0 20.1 G1 10.5 23.5 H 10.5 - - 25.3 - - - - - - I 7.7 K= 5.60 37.0 34.1 100.0 0.150 0.341 J 7.7 - - - - 39.1 - - - - - - - - - - - - K 7.7 K= 5.60 42.8 36.6 100.0 0.150 0.366 TOR 7.7 53.9 - - - - - - - - - - - - BOR 2.0 87.1 EX 8.6 102.2 BF1 -3.0 118.7 BF2 -3.0 126.7 POC -3.0 - - - - 129.0 - - - SOURCE -3.0 SOURCE 132.9 699.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT EISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.0 1.049 PL 11.70 PF 2.9 12.0 5.6 10.3 18.0 6.7 100 FTG 3ET PE 0.0 12.0 0.0 13.3 0.0 0.150 TL 19.55 PV Pipe: 2 -20.0 1.049 PL 2.50 PF 0.5 2 12.0 5.6 12.8 20.0 7.4 100 FTG ---- PE 0.0 3 12.0 0.0 13.3 0.0 0.183 TL 2.50 PV Pipe: 3 -38.0 1.380 PL 8.10 PF 1.3 3 12.0 0.0 13.3 0.0 8.2 100 FTG ---- PE 0.0 4 12.0 5.6 14.5 21.4 0.158 TL 8.10 PV Pipe: 4 -59.4 1.380 PL 10.50 PF 3.8 4 12.0 5.6 14.5 21.4 12.7 100 FTG ---- PE 0.0 5 12.0 5.6 18.3 24.0 0.359 TL 10.50 PV Pipe: 5 -83.4 1.610 PL 1.30 PF 1.3 5 12.0 5.6 18.3 24.0 13.1 100 FTG E PE 0.0 A 12.0 0.0 19.6 0.0 0.317 TL 4.15 PV Pipe: 6 -21.1 1.049 PL 13.00 PF 2.6 6 12.0 5.6 14.2 21.1 7.8 100 FTG ---- PE 0.0 7 12.0 5.6 16.8 23.0 0.201 TL 13.00 PV Pipe: 7 -44.1 1.380 PL 8.10 PF 2.6 7 12.0 5.6 16.8 23.0 9.5 100 FTG T PE 0.0 B 12.0 0.0 19.4 0.0 0.207 TL 12.38 PV Pipe: 8 -23.3 1.049 PL 4.90 PF 2.1 8 12.0 5.6 17.3 23.3 8.7 100 FTG T PE 0.0 B 12.0 0.0 19.4 0.0 0.242 TL 8.47 PV Pipe: 9 -21.3 1.049 PL 13.00 PF 2.7 9 12.0 5.6 14.4 21.3 7.9 100 FTG ---- PE 0.0 10 12.0 5.6 17.1 23.1 0.204 TL 13.00 PV Pipe: 10 -44.4 1.380 PL 8.10 PF 2.6 10 12.0 5.6 17.1 23.1 9.5 100 FTG T PE 0.0 C 12.0 0.0 19.7 0.0 0.210 TL 12.38 PV Pipe: 11 -23.5 1.049 PL 4.90 PF 2.1 11 12.0 5.6 17.6 23.5 8.7 100 FTG T PE 0.0 C 12.0 0.0 19.7 0.0 0.245 TL 8.47 PV Pipe: 12 -21.6 1.049 PL 13.00 PF 2.7 12 12.0 5.6 14.8 21.6 8.0 100 FTG ---- PE 0.0 13 12.0 5.6 17.5 23.5 0.209 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack 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: 13 -45.0 1.380 PL 8.10 PF 2.7 13 12.0 5.6 17.5 23.5 9.7 100 FTG T PE 0.0 D 12.0 0.0 20.2 0.0 0.215 TL 12.38 PV Pipe: 14 -23.8 1.049 PL 4.90 PF 2.1 14 12.0 5.6 18.1 23.8 8.8 100 FTG T PE 0.0 D 12.0 0.0 20.2 0.0 0.252 TL 8.47 PV Pipe: 15 -20.6 1.049 PL 12.40 PF 2.4 15 12.0 5.6 13.6 20.6 7.7 100 FTG ---- PE 0.0 16 12.0 5.6 16.0 22.4 0.193 TL 12.40 PV Pipe: 16 -43.0 1.380 PL 9.10 PF 2.6 16 12.0 5.6 16.0 22.4 9.2 100 FTG T PE 0.0 E 12.0 0.0 18.6 0.0 0.198 TL 13.38 PV Pipe: 17 -19.0 1.049 PL 12.40 PF 2.1 17 12.0 5.6 11.5 19.0 7.1 100 FTG ---- PE 0.0 18 12.0 5.6 13.6 20.6 0.166 TL 12.40 PV Pipe: 18 -39.7 1.380 PL 12.40 PF 2.1 18 12.0 5.6 13.6 20.6 8.5 100 FTG ---- PE 0.0 19 12.0 5.6 15.7 22.2 0.170 TL 12.40 PV Pipe: 19 -61.8 1.380 PL 3.30 PF 2.9 19 12.0 5.6 15.7 22.2 13.3 100 FTG T PE 0.0 E 12.0 0.0 18.6 0.0 0.387 TL 7.58 PV Pipe: 20 -20.7 1.049 PL 12.40 PF 2.4 20 12.0 5.6 13.7 20.7 7.7 100 FTG ---- PE 0.0 21 12.0 5.6 16.1 22.5 0.195 TL 12.40 PV Pipe: 21 -43.2 1.380 PL 9.10 PF 2.7 21 12.0 5.6 16.1 22.5 9.3 100 FTG T PE 0.0 F 12.0 0.0 18.8 0.0 0.199 TL 13.38 PV Pipe: 22 -19.1 1.049 PL 12.40 PF 2.1 22 12.0 5.6 11.6 19.1 7.1 100 FTG ---- PE 0.0 23 12.0 5.6 13.7 20.7 0.167 TL 12.40 PV Pipe: 23 -39.8 1.380 PL 12.40 PF 2.1 23 12.0 5.6 13.7 20.7 8.5 100 FTG ---- PE 0.0 24 12.0 5.6 15.8 22.3 0.171 TL 12.40 PV Pipe: 24 -62.1 1.380 PL 3.30 PF 3.0 24 12.0 5.6 15.8 22.3 13.3 100 FTG T PE 0.0 F 12.0 0.0 18.8 0.0 0.390 TL 7.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack 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: 25 -21.5 1.049 PL 13.00 PF 2.7 25 12.0 5.6 14.8 21.5 8.0 100 FTG ---- PE 0.0 26 12.0 5.6 17.5 23.4 0.209 TL 13.00 PV Pipe: 26 -44.9 1.380 PL 8.10 PF 2.7 26 12.0 5.6 17.5 23.4 9.6 100 FTG T PE 0.0 G 12.0 0.0 20.1 0.0 0.214 TL 12.38 PV Pipe: 27 -23.8 1.049 PL 4.90 PF 2.1 27 12.0 5.6 18.0 23.8 8.8 100 FTG T PE 0.0 G 12.0 0.0 20.1 0.0 0.251 TL 8.47 PV Pipe: 28 -30.9 1.049 PL 7.70 PF 4.6 28 7.7 5.6 30.5 30.9 11.5 100 FTG T PE 0.0 30 7.7 0.0 35.1 0.0 0.408 TL 11.27 PV Pipe: 29 -31.3 1.049 PL 5.40 PF 3.8 29 7.7 5.6 31.3 31.3 11.6 100 FTG T PE 0.0 30 7.7 0.0 35.1 0.0 0.419 TL 8.97 PV Pipe: 30 -62.3 1.380 PL 6.00 PF 4.0 30 7.7 0.0 35.1 0.0 13.4 100 FTG T PE 0.0 J 7.7 0.0 39.1 0.0 0.392 TL 10.28 PV Pipe: 31 -83.4 1.610 PL 1.50 PF 2.3 A 12.0 0.0 19.6 0.0 13.1 100 FTG T PE 0.6 Al 10.5 0.0 22.6 0.0 0.317 TL 7.21 PV Pipe: 32 -83.4 3.260 PL 10.00 PF 0.1 Al 10.5 0.0 22.6 0.0 3.2 100 FTG ---- PE 0.0 B1 10.5 0.0 22.7 0.0 0.010 TL 10.00 PV Pipe: 33 -67.4 1.380 PL 1.50 PF 2.6 B 12.0 0.0 19.4 0.0 14.5 100 FTG T PE 0.6 B1 10.5 0.0 22.7 0.0 0.454 TL 5.78 PV Pipe: 34 -150.8 3.260 PL 10.00 PF 0.3 B1 10.5 0.0 22.7 0.0 5.8 100 FTG ---- PE 0.0 Cl 10.5 0.0 23.0 0.0 0.031 TL 10.00 PV Pipe: 35 -67.9 1.380 PL 1.50 PF 2.7 C 12.0 0.0 19.7 0.0 14.6 100 FTG T PE 0.6 Cl 10.5 0.0 23.0 0.0 0.460 TL 5.78 PV Pipe: 36 -218.7 3.260 PL 10.00 PF 0.6 Cl 10.5 0.0 23.0 0.0 8.4 100 FTG ---- PE 0.0 D1 10.5 0.0 23.6 0.0 0.061 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack 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: 37 -68.8 1.380 PL 1.50 PF 2.7 D 12.0 0.0 20.2 0.0 14.8 100 FTG T PE 0.6 D1 10.5 0.0 23.6 0.0 0.472 TL 5.78 PV Pipe: 38 -287.5 3.260 PL 3.00 PF 1.8 D1 10.5 0.0 23.6 0.0 11.0 100 FTG T PE 0.0 H 10.5 0.0 25.3 0.0 0.101 TL 17.39 PV Pipe: 39 -104.9 1.610 PL 1.50 PF 3.5 E 12.0 0.0 18.6 0.0 16.5 100 FTG T PE 0.6 El 10.5 0.0 22.8 0.0 0.485 TL 7.21 PV Pipe: 40 -104.9 3.260 PL 10.00 PF 0.2 El 10.5 0.0 22.8 0.0 4.0 100 FTG ---- PE 0.0 F1 10.5 0.0 22.9 0.0 0.016 TL 10.00 PV Pipe: 41 -105.3 1.610 PL 1.50 PF 3.5 F 12.0 0.0 18.8 0.0 16.6 100 FTG T PE 0.6 F1 10.5 0.0 22.9 0.0 0.489 TL 7.21 PV Pipe: 42 -210.1 3.260 PL 9.80 PF 0.6 F1 10.5 0.0 22.9 0.0 8.1 100 FTG ---- PE 0.0 G1 10.5 0.0 23.5 0.0 0.057 TL 9.80 PV Pipe: 43 -68.7 1.380 PL 1.50 PF 2.7 G 12.0 0.0 20.1 0.0 14.7 100 FTG T PE 0.6 G1 10.5 0.0 23.5 0.0 0.470 TL 5.78 PV Pipe: 44 -278.8 3.260 PL 5.00 PF 1.8 G1 10.5 0.0 23.5 0.0 10.7 100 FTG T PE 0.0 H 10.5 0.0 25.3 0.0 0.095 TL 19.39 PV Pipe: 45 -566.3 3.260 PL 19.90 PF 10.4 H 10.5 0.0 25.3 0.0 21.8 100 FTG 2L PE 1.2 I 7.7 5.6 37.0 34.1 0.354 TL 29.49 PV Pipe: 46 -600.3 3.260 PL 5.40 PF 2.1 I 7.7 5.6 37.0 34.1 23.1 100 FTG ---- PE 0.0 J 7.7 0.0 39.1 0.0 0.394 TL 5.40 PV Pipe: 47 -662.6 3.260 PL 7.70 PF 3.6 J 7.7 0.0 39.1 0.0 25.5 100 FTG ---- PE 0.0 K 7.7 5.6 42.8 36.6 0.473 TL 7.70 PV Pipe: 48 -699.2 3.260 PL 7.00 PF 11.2 K 7.7 5.6 42.8 36.6 26.9 100 FTG 3L PE 0.0 TOR 7.7 0.0 53.9 0.0 0.523 TL 21.39 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack 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: 49 -699:2 3.260 PL 54.00 PF 30.7 TOR 7.7 0.0 53.9 0.0 26.9 100 FTG L PE 2.5 BOR 2.0 0.0 87.1 0.0 0.523 TL 58.80 PV Pipe: 50 -699.2 3.260 PL 15.00 PF 17.9 BOR 2.0 0.0 87.1 0.0 26.9 100 FTG LT PE -2.9 EX 8.6 0.0 102.2 0.0 0.523 TL 34.18 PV Pipe: 51 -699.2 4.260 PL 40.00 PF 11.6 EX 8.6 0.0 102.2 0.0 15.7 100 FTG 4LT PE 5.0 BF1 -3.0 0.0 118.7 0.0 0.142 TL 81.35 PV Pipe: 53 FIXED PRESSURE LOSS DEVICE BF2 -3.0 0.0 126.7 0.0 8.0 psi, 699.2 gpm BF1 -3.0 0.0 118.7 0.0 Pipe: 54 -699.2 4.260 PL 5.00 PF 2.3 BF2 -3.0 0.0 126.7 0.0 15.7 100 FTG 2L PE 0.0 POC -3.0 0.0 129.0 0.0 0.142 TL 16.28 PV Pipe: 55 -699.2 6.065 PL 200.00 PF 3.8 POC -3.0 0.0 129.0 0.0 7.8 140 FTG 2T PE 0.0 SOURCE -3.0 SRCE 132.9 (N/A) 0.014 TL 279.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 3803071320 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 0.088 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.9 ft/sec at pipe 50. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyV1v GatV1v AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 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 BfyV1v GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 DATE: 5/11/2010 JOB TITLE: Wowrack SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF CP Cn 131 O WN v N U U O 01 k 01 >r b E O o d' 0 vr H is O (a m m m a 0 co W0 a `• @ 1 u) '-1 0 a ro P4 o ai O N 1yp) M CO 0 0' N 1!1 CO V) r-1 R: r-1 d GO N 0 W -1-1 U) a 0 0 N H H ro .r-1 m 0 IX C -H H m a 0 —o 0 d' O H o w >4 H 14 a 6 "d 0 w rt —o N W m H 4 Ava H N 0 0 0 N 0 0 o H 0 —0 k0 H 0 O O H N I 0 O O O O d u•, N M '-104 (743 • aawmcnDrxw O O w — aU)--.-. 0 0 M 0.1 O O r- d' H O 0 co O 0 FLOW ( GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/11/2010 C:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WOW RACK.SDF JOB TITLE: Wowrack WATER SUPPLY CURVE 168+ \\ 0\ \ \\\\ \\\\ X \\\\ \\\ 126+ \\\\ P112+ R S 1 S 98+ U R E 84+ ( S I 70+ 56+ 42+ \\\ 112 0 psi @ 1800 gpm-> Flow Test Point 28+ LEGEND 14+ X = Required Water Supply 132.86 psi @ 949.2 gpm 0 = Available Water Supply 145.31 psi @ 949.2 gpm 0++-+---+----+ II 11 400 600 800 1000 1200 1400 1600 1500 2000 FLOW (GPM) Pac View Office Park Job Name: Location: Drawing Date: Contractor: Drawing Date:1/15/98 HYDRAULIC DESIGN INFORMATION Pac View Office Park Building "B" 12301 Pacific Tukwilla, WA 1/15/98 McKinstry Co 558 1st Ave S. #100 Seattle, Wa 98104 Designer: Richard Gordon Jr. Calculated By:SprinkCALC CSC Systems & Design Construction: Non Combustible Reviewing Authorities:Tukwilla Fire Highw 4/ 8/99 6:50 SHEET Remote Area Number: 1 Telephone:206-749-9106 Occupancy:Parking SYSTEM DESIGN Code:NFPA #13 Hazard:Ordinary I System Type:DRY Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft)„,0.15 Area per Sprinkler 2°`6' 400 sq ft Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make:CENTRAL Model:ESLO—k) Size:3/4” K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 6 Flowing Outlets gpm Required: 367.9 psi Required: 118.2 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 3'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 450 Gallons Notes: 1 Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 368 118.2 psi Elevation Change 5'0" 2.2 1 Pipe 4" DFx24 AMERICA DYNA FLOW 5' 100 4.328 368 0.2 1 4" FG Dry Valve CSC "AG" CHART LOSS 368 1.3 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 368 0.6 Fixed Flow inside Hose 100 gpm 1 4" Grvd Tee 20' 120 4.000 468 1.3 1 6" Flngd Back Flow Valve Ames "2000 CHART LOSS 468 6.1 4 6" MJ 90 Ell MJ 90 E11 14' 120 6.000 468 0.5 1 6" Flngd Gate Valve Kennedy "3068" 3' 120 6.000 468 0.0 1 6" MJ Tee MJ Tee 30' 120 6.000 468 0.3 Fixed Flow Outside Hose Allow. 150 gpm 1 Pipe 6" DI 280' 140 6.093 618 3.0 Maximum Water Velocity is 20.3 fps Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC„REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 60.0 (P°"2" 0 0 20'0" 5.0 fps 17.1 17.1 17.1 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.0 100 DF 0 20'0" 1" 0.0 17.1 17.1 HEAD 5 60.1 2" 0 0 20'0" 10.0 fps 17.9 17.9 17.2 0.15 gpm/sq ft 2.227" 0 0 0" 0.129 2.6 0.7 0.0 K =14.50 120.2 100 DF 0 20'0" 1" 0.0 17.2 17.2 HEAD 6 63.1 2" 2 0 167'7" 15.2 fps 20.5 20.5 18.9 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.281 51.1 1.5 -0.0 K =14.50 183.2 100 DF 0 181'11" 11" 0.4 18.9 18.9 REF A2 184.7 2-1/2" 3 0 102'3" 20.3 fps 74.7 74.7 PATH 2 2.731" 0 0 12'10" 0.377 43.4 2.7 K =21.37 "367.9 100 DF 0 115'1" 2" 0.1 71.9 REF W 367.9 gpm PATH 1 K = 33.84 118.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 60.5 2" 0 0 20'0" 5.0 fps 17.4 17.4 17.4 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.5 100 DF 0 20'0" 1" 0.0 17.4 17.4 HEAD 2 60.6 2" 0 0 20'0" 10.1 fps 18.1 18.1 17.5 0.15 gpm/sq ft 2.227" 0 0 0" 0.130 2.6 0.7 0.0 K =14.50 121.1 100 DF 0 20'0" 1" 0.0 17.5 17.5 HEAD 3 63.6 2" 2 0 167'7" 15.4 fps 20.8 20.8 19.2 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.285 51.8 1.6 -0.0 K =14.50 184.7 100 DF 0 181'10" 11" 0.4 19.2 19.2 REF Al 2-1/2" 0 0 16'0" 10.2 fps 73.0 2.731" 0 0 0" 0.105 1.7 184.7 100 DF 0 16'0" 0" 0.0 REF A2 184.7 gpm PATH 2 K = 21.37 74.7 psi Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. -elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to - 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths ©-' 112 w, 112 1 N N N f. 0 0 0 0 0 0 Y•4.. hJ 0 00 000 1•J Cru 00 0 0 CO 0 0 0 0 00 Ln 000 000 s...) 0 0 0 fr 0 0 0 0 0 j - 000 0 0 0 coo LIJ-. fS00 7 0 7 0 0 U N ! ? Alii: 111111�i1 Illlli PRESSURE PSI C U 0 0 U 1 0 0 0 Ln J A (^ 0 0 _ J 0 Vf n 1 -J •f ,..n cn 'f -.� - MI - ,. MI IIII x 11011111 IIII lyltlLLl ill 1!II.ILI Itf,i !! 1111 11!!1'1 it r 11 Ltl1J �11" t Li; Il. 111 um 1 a. • 0 2 IIIdi -.o� '1 � ..• m .. 11 I_0 tn Vl1 61 I -7/ l 1 1 - t i t I _ _ - - i 1 1 11 C I in i✓ n D 'OS .AVMHO I H I:1 13Vd I OCZ I S • Pac View Office Park Job Name: Location: Drawing Date: Contractor: Drawing Date:1/15/98 HYDRAULIC DESIGN INFORMATION Pac View Office Park Building "B" 12301 Pacific Tukwilla, WA 1/15/98 McKinstry Co 558 1st Ave S. #100 Seattle, Wa 98104 Designer: Richard Gordon Jr. Calculated By:SprinkCALC CSC Systems & Design Construction: Non Combustible Reviewing Authorities:Tukwilla Fire SYSTEM DESIGN Highw 4/ 8/99 6:50 SHEET Remote Area Number: 1 Telephone:206-749-9106 Occupancy:Parking Code:NFPA #13 Hazard:Ordinary I Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm System Type:DRY Sprinkler or Nozzle �`�X2� Make:CENTRAL Model:ESLO ,`IX'K Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 6 Flowing Outlets gpm Required: 367.9 psi Required: 118.2 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 3'0" Location: Source of Information: Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm SYSTEM VOLUME 450 Gallons Notes: Pac View Office Park t 7 Drawing Date:1/15/98 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 4/ 8/99 6:50 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 368 118.2 psi Elevation Change 5'0" 2.2 1 Pipe 4" DFx24 AMERICA DYNA FLOW 5' 100 4.328 368 0.2 1 4" FG Dry Valve CSC "AG" CHART LOSS 368 1.3 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 368 0.6 Fixed Flow inside Hose 100 gpm 1 4" Grvd Tee 20' 120 4.000 468 1.3 1 6" Flngd Back Flow Valve Ames "2000 CHART LOSS 468 6.1 4 6" MJ 90 Ell MJ 90 Ell 14' 120 6.000 468 0.5 1 6" Flngd Gate Valve Kennedy "3068" 3' 120 6.000 468 0.0 1 6" MJ Tee MJ Tee 30' 120 6.000 468 0.3 Fixed Flow Outside Hose Allow. 150 gpm 1 Pipe 6" DI 280' 140 6.093 618 3.0 Maximum Water Velocity is 20.3 fps Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 60.0 2" 0 0 20'0" 5.0 fps 17.1 17.1 17.1 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.0 100 DF 0 20'0" 1" 0.0 17.1 17.1 HEAD 5 60.1 2" 0 0 20'0" 10.0 fps 17.9 17.9 17.2 0.15 gpm/sq ft 2.227" 0 0 0" 0.129 2.6 0.7 0.0 K =14.50 120.2 100 DF 0 20'0" 1" 0.0 17.2 17.2 HEAD 6 63.1 2" 2 0 167'7" 15.2 fps 20.5 20.5 18.9 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.281 51.1 1.5 -0.0 K =14.50 183.2 100 DF 0 181'11" 11" 0.4 18.9 18.9 REF A2 184.7 2-1/2" 3 0 102'3" 20.3 fps 74.7 74.7 PATH 2 2.731" 0 0 12'10" 0.377 43.4 2.7 K =21.37 - 367.9 100 DF 0 115'1" 2" 0.1 71.9 REF W 367.9 gpm PATH 1 K = 33.84 118.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 60.5 2" 0 0 20'0" 5.0 fps 17.4 17.4 17.4 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.5 100 DF 0 20'0" 1" 0.0 17.4 17.4 HEAD 2 60.6 2" 0 0 20'0" 10.1 fps 18.1 18.1 17.5 0.15 gpm/sq ft 2.227" 0 0 0" 0.130 2.6 0.7 0.0 K =14.50 121.1 100 DF 0 20'0" 1" 0.0 17.5 17.5 HEAD 3 63.6 2" 2 0 167'7" 15.4 fps 20.8 20.8 19.2 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.285 51.8 1.6 -0.0 K =14.50 184.7 100 DF 0 181'10" 11" 0.4 19.2 19.2 REF Al 2-1/2" 0 0 16'0" 10.2 fps 73.0 2.731" 0 0 0" 0.105 1.7 184.7 100 DF 0 16'0" 0" 0.0 REF A2 184.7 gpm PATH 2 K = 21.37 74.7 psi Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) "'1.85 / ID"'4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. .elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures -are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths O Co 0 112 N 112 1 N N ica O) N • a 0 0 E - 000 000 00 0 0 0 0 <7, (...< 000 000 CO .4 000 000 7.) - 0 0 0 000 000 000 000 CO A 000 00 0 0 CO 0 0 0 000 000 000 000 tJ 0 0 0 0 000 0 ' PRESSURE P3! 7.4 7,) 0 0 CI 0 0 0 0 0 1,7 ti< 0 .0 NJ I r,11 0 0 Cf1 -1 0 r 0 0 t •...1 ' • 11,1 it1.1. - k! , ' ' U.I. 'ILLAULL4.1..1.1-Lrli.P ,11t ' l', i I 't' 1 ' LI' ' ' LL: ' L * IL111.1 ILLL 1 i _nfl (!1-0 --Ct t') • 0 i Mill r- 0, ..'53 P4.--"- x ' i • ( C) A 71 ' 0 • .._ 4.,, :-4 "TI 1 I T1 " a * 111 1 1 ] 74 4 1 • -, 1 z ,.„ L 0 Cf1 -1 0 r 0 0 t 4 Pac View Office Park Job Name: Location: Drawing Date: Contractor: Drawing Date:1/15/98 HYDRAULIC DESIGN INFORMATION Pac View Office Park Building "B" 12301 Pacific Tukwilla, WA 1/15/98 McKinstry Co 558 1st Ave S. #100 Seattle, Wa 98104 Designer: Richard Gordon Jr. Calculated By:SprinkCALC CSC Systems & Design Construction: Non Combustible Reviewing Authorities:Tukwilla Fire Highw 4/ 8/99 6:50 SHEET Remote Area Number: 1 Telephone:206-749-9106 Occupancy:Parking SYSTEM DESIGN Code:NFPA #13 Hazard:Ordinary I System Type:DRY Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ft 0.15 400 sq ft 100 gpm 150 gpm Sprinkler or Nozzle Make:CENTRAL Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 6 Flowing Outlets gpm Required: 367.9 psi Required: 118.2 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 3'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 450 Gallons Notes: 4 Pac View Office Park ) Drawing Date:1/15/98 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 4/ 8/99 6:50 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 368 118.2 psi Elevation Change 5'0" 2.2 1 Pipe 4" DFx24 AMERICA DYNA FLOW 5' 100 4.328 368 0.2 1 4" FG Dry Valve CSC "AG" CHART LOSS 368 1.3 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 368 0.6 Fixed Flow inside Hose 100 gpm 1 4" Grvd Tee 20' 120 4.000 468 1.3 1 6" Fingd Back Flow Valve Ames "2000 CHART LOSS 468 6.1 4 6" MJ 90 Ell MJ 90 Ell 14' 120 6.000 468 0.5 1 6" Flngd Gate Valve Kennedy "3068" 3' 120 6.000 468 0.0 1 6" MJ Tee MJ Tee 30' 120 6.000 468 0.3 Fixed Flow Outside Hose Allow. 150 gpm 1 Pipe 6" DI 280' 140 6.093 618 3.0 Maximum Water Velocity is 20.3 fps Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 60.0 2" 0 0 20'0" 5.0 fps 17.1 17.1 17.1 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.0 100 DF 0 20'0" 1" 0.0 17.1 17.1 HEAD 5 60.1 2" 0 0 20'0" 10.0 fps 17.9 17.9 17.2 0.15 gpm/sq ft 2.227" 0 0 0" 0.129 2.6 0.7 0.0 K =14.50 120.2 100 DF 0 20'0" 1" 0.0 17.2 17.2 HEAD 6 63.1 2" 2 0 167'7" 15.2 fps 20.5 20.5 18.9 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.281 51.1 1.5 -0.0 K =14.50 183.2 100 DF 0 181'11" 11" 0.4 18.9 18.9 REF A2 184.7 2-1/2" 3 0 102'3" 20.3 fps 74.7 74.7 PATH 2 2.731" 0 0 12'10" 0.377 43.4 2.7 K =21.37 -367.9 100 DF 0 115'1" 2" 0.1 71.9 REF W 367.9 gpm PATH 1 K = 33.84 118.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 60.5 2" 0 0 20'0" 5.0 fps 17.4 17.4 17.4 0.15 gpm/sq ft 2.227" 0 0 0" 0.036 0.7 0.0 -0.0 K =14.50 60.5 100 DF 0 20'0" 1" 0.0 17.4 17.4 HEAD 2 60.6 2" 0 0 20'0" 10.1 fps 18.1 18.1 17.5 0.15 gpm/sq ft 2.227" 0 0 0" 0.130 2.6 0.7 0.0 K =14.50 121.1 100 DF 0 20'0" 1" 0.0 17.5 17.5 HEAD 3 63.6 2" 2 0 167'7" 15.4 fps 20.8 20.8 19.2 0.16 gpm/sq ft 2.227" 1 0 14'3" 0.285 51.8 1.6 -0.0 K =14.50 184.7 100 DF 0 181'10" 11" 0.4 19.2 19.2 REF Al 2-1/2" 0 0 16'0" 10.2 fps 73.0 2.731" 0 0 0" 0.105 1.7 184.7 100 DF 0 16'0" 0" 0.0 REF A2 184.7 gpm PATH 2 K = 21.37 74.7 psi A Pac View Office Park Drawing Date:1/15/98 4/ 8/99 6:50 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. _elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths U1 op 12 112 n 0) ^ 0) v("4 -P p� PO �4 1 N 6 •?• —A• 000 00 0 c t, 0 0 0 000 (..1 000 000 C7. 4. 0 0 0 000 KJ —A 0 0 (1, 000 000 000 o 7..) —A CD A. V v 0 000 •".7, 00 0 000 CP tO 000 000 - 7•.> 0 0 0 4%. 44 4 PRESSURE PSI ...., _, —. —• _ _ ••4 70 er, 0 _. r•., r-0 4- c 7 .4 0 0 o 0 0 0 0 :.1 0 ::::, 0 0 •,1 CA ta) • •••• --f- • utui. , iilitLILL_W LU, ,111t1' 1 Le ULF:L*11'1W '111_ 1 11 Mini Illir • Mill MI MI • z I 0 P 0 oi , cn 1.4 m 111 -..,m —.. x • p._ ..t.x) 20 -v : • , 0 _ . ._ . (..., :4,+ 0. 0 c.7. —0 w . rip r _.1 1 .., A 1 1 1 0 47. <-71 — ' ; C • ; PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET PACVIEW OFFICE PARK BST 12201 PACIFIC HIGHWAY SO. TUKWILA.WASHINGTON 4-26-99 MCKINSTRY CO. 5005 3RD AVE. SO. SEATTLE, WASHINGTON Designer: H.E.HARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT. Remote Area Number: 1 Telephone:206-762-3311 Occupancy:OFFICES SYSTEM DESIGN Code:NFPA-13 Hazard:T ! D. System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 150 gpm 100 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION- SUMMARY 10 Flowing Outlets gpm Required: 696.0 psi Required: 127.0 @ POC WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 3'0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 313 Gallons Notes: PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 696 81.7 psi Elevation Change 17'0" 7.4 3 4" Grvd Tee 20' 120 4 000 696 8.2 1 3" Grvd 90 Ell 7' 120 3 000 696 3.9 1 6" Flngd 90 Ell 14' 120 6 000 696 0.3 6 4" Grvd 90 Ell 10' 120 4 000 696 8.2 1 3"Butterfly Valve 0' 0 3 000 696 0.0 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4 000 696 1.9 1 Pipe 4" 10x21 CSC Grvd 127' 120 4 260 696 12.8 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 696 2.8 Total Loss for 45.3 psi Hydr Ref R1 Required at POC 696 127.0 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 696 gpm 151.7 psi SAFETY PRESSURE 24.7 psi Available Pressure of 151.7 psi Exceeds Required Pressure of 127.0 psi This is a safety margin of 24.7 psi or 16 % of Supply Maximum Water Velocity is 27.0 fps PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID"4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 63.1 2" 0 0 16'3" 6.1 fps 23.1 23.1 -35" 0.16 gpm/sq ft 2.067" 0 0 0" 0.040 0.7 4.1 35" K =14.50 63.1 120 40 0 16'3" 0" 0.0 19.0 24" HEAD 8 60.0 2" 1 0 12'6" 11.9 fps 23.7 23.7 -35" 0.15 gpm/sq ft 2.067" 0 0 0" 0.138 1.7 6.6 35" K =14.50 123.1 120 40 0 12'6" 0" 0.0 17.1 60" REF 25 126.3 2" 1 0 28'7" 24.1 fps 25.4 PATH 2 2.067" 0 0 0" 0.510 14.6 K =25.05 249.5 120 40 0 28'7" 0" 0.0 REF 24 2" 0 0 67'1" 22.1 fps 40.0 2.157" 1 0 0" 0.414 27.8 249.5 120 10 0 67'1" 0" 0.0 REF A3 446.5 3" 2 0 37'4" 27.0 fps 67.8 PATH 3 3.260" 1 0 0" 0.370 13.8 K =54.23 696.0 120 10 0 37'4" 0" 0.0 REF A4 4" 0 0 9" 15.8 fps 81.6 4.260" 0 0 0" 0.101 0.1 696.0 120 10 0 9" 0" 0.0 REF W 696.0 gpm PATH 1 K = 77.01 81.7 psi PATH 2 FROM HYDRAULIC REFERENCE 9 TO 25 HEAD 9 64.8 2" 0 0 16'3" 6.3 fps 24.3 24.3 -35" 0.16 gpm/sq ft 2.067" 0 0 0" 0.042 0.7 4.4 35" K =14.50 64.8 120 40 0 16'3" 0" 0.0 20.0 24" HEAD 10 61.6 2" 0 0 3'0" 12.2 fps 25.0 25.0 35" 0.15 gpm/sq ft 2.067" 1 0 0" 0.145 0.4 7.0 35" K =14.50 126.3 120 40 0 3'0" 0" 0.0 18.0 60" REF 25 126.3 gpm PATH 2 K = 25.05 25.4 psi PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 1 TO A3 HEAD 1 75.8 2" 0 0 16'3" 7.3 fps 31.0 31.0 4" 0.19 gpm/sq ft 2.067" 0 0 0" 0.056 0.9 3.7 4" K =14.50 75.8 120 40 0 16'3" 0" 0.0 27.3 24" HEAD 2 71.7 2" 0 0 17'1" 14.2 fps 31.9 31.9 4" 0.18 gpm/sq ft 2.067" 0 0 0" 0.193 3.3 7.5 4" K =14.50 147.5 120 40 0 17'1" 0" 0.0 24.4 60" HEAD 3 75.4 2" 0 0 35'9" 21.5 fps 35.2 35.2 4" 0.19 gpm/sq ft 2.067" 0 0 0" 0.414 14.8 8.2 4" K =14.50 222.8 120 40 0 35'9" 0" 0.0 27.0 60" REF 21 2" 0 0 39'1" 19.8 fps 50.0 2.157" 1 0 0" 0.336 13.1 222.8 120 10 0 39'1" 0" 0.0 REF 20 2" 0 0 3'3" 21.5 fps 63.2 2.067" 1 0 0" 0.414 1.3 222.8 120 40 0 3'3" -3'3" -1.4 REF Al 3" 0 0 10'2" 8.6 fps 63.1 3.260" 0 0 0" 0.045 0.5 222.8 120 10 0 10'2" 0" 0.0 REF A2 223.7 3" 0 0 26'1" 17.3 fps 63.6 PATH 4 3.260" 0 0 0" 0.163 4.2 K =28.05 446.5 120 10 0 26'1" 0" 0.0 REF A3 446.5 gpm PATH 3 K = 54.23 67.8 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 76.1 2" 0 0 16'3" 7.3 fps 31.3 31.3 4" 0.19 gpm/sq ft 2.067" 0 0 0" 0.057 0.9 3.7 4" K =14.50 76.1 120 40 0 16'3" 0" 0.0 27.5 24" CONTINUED 32.2 psi PACVIEW OFFICE PARK BST Drawing Date:4-26-99 5/20/99 8:31 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 4 TO A2 CONTINUED HEAD 5 72.0 2" 0 0 17'1" 14.3 fps 32.2 32.2 4" 0.18 gpm/sq ft 2.067" 0 0 0" 0.194 3.3 7.6 4" K =14.50 148.0 120 40 0 17'1" 0" 0.0 24.6 60" HEAD 6 75.6 2" 0 0 35'9" 21.6 fps 35.5 35.5 4" 0.19 gpm/sq ft 2.067" 0 0 0" 0.417 14.9 8.3 4" K =14.50 223.7 120 40 0 35'9" 0" 0.0 27.2 60" REF 23 2" 0 0 39'1" 19.8 fps 50.4 2.157" 1 0 0" 0.339 13.2 223.7 120 10 0 39'1" 0" 0.0 REF 22 2" 0 0 3'3" 21.6 fps 63.6 2.067" 1 0 0" 0.417 1.4 223.7 120 40 0 3'3" -3'3" -1.44. REF A2 223.7 gpm PATH 4 K = 28.05 63.6 psi -,7::: ,• 4.. s- ,. :ts •••.; s tZ:t,' :I ..„_____.4......... ...............t...................-...4 ; — ....._ ...,... —„. 1 ' 1 S . 7 f;/.....: 411-1 FGOR 698.2GPM @ 1456PSI , •„, , , ..........._..__*______4___ --,---- - ....— ._ ,:•; '', .., ; ND •••• 5 e ---i695:46GPM (4 130,5 PSI „ --,- - ;,.... - •• - • 1 ,. -r.,:......0.--1$1. FL:GOR " .' 96 ! PM © 127 PSI 3RD ruDoR i 693- PM© 1 4 PS -•• -1' -r-- - •,. 1 10 • a' • 4 ' , - - ; Pr2 PARKING .i • 31..._1GPM/118.2P81-- • , •-•••••• - . : - - ---------------^ 77, i : V..:e I -4----- ----- --- - — f sss-4 • ; , -- 1 . .... 7(:; 4 : 1 i , . ,,,, f.• 5 % , :5 ---r--.---4 -1- - ; _-. ____-- -__ ?•:, 1 i .... • : ... ; 5 l' '1 , 1 - -- ,_, - - . :its -4-4.....__5_..........s._.,..... ......... _ , i ... .-. : . . .,. ,....S -..._._... .. _ ........, _ * _,... ...,_ ......___ .-. ....I .11 , ; , .f. .. . ..... 1 ; , ....j 1 t .....-. t'--r—,--r-----'• --4. -- , --- -1 .. 4 , % 1". .. t ; 't 5 ..... ._., . . , ..--,- , - - Isirt .47-5 - of 'd. til, :333.i.3n ,i,t1,.1,f ,",31•.3'1,. 1:33 3:31;: 3 t , t . < t t i, t ,7 3 33t,:t.lti<<t,,,,I,;t:<,.•.:;,. ;34:r-3t,:.,:r.3 tttt,.<.33.<:;3<t13,1 ''..4..f.,i .F.,,,:34".• A 1 C,'4.:': f.:01 ...??..:A)F:../....t(..: ',..)..",, ' 71)0 EP.70 c,./.::(3 3 (...,'....; 441) 1E00 4,C, E:13 1.2M 1. .50 f.:,' 2000 244:s•C .213t:1;) 3.';:c3t3 ZsC,,::,!.:t 4000 ..., r \ ')C'i3: PACV 1 EW OFFICE PARK i :..]:::;{) PAC i r: C: H (..:;HWACi SO WATER FLOW TEST: SYSTEM DEMAND: einstry L'AH : 4.....2 6..--..g 9 %3'.7.)13 W: 4 57f.i SCALE: 4. 1 PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: PACVIEW OFFICE PARK B-2 Location: 12$01 PACIFIC HIGHWAY SO. TUKWILA,WASHINGTON Drawing Date: 4-26-99 Contractor: MCKINSTRY CO. 5005 3RD AVE. SO. SEATTLE, WASHINGTON 5/20/99 8:46 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NONCOMBUSTIBLE Occupancy:OFFICES Reviewing Authorities:TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 180 sq ft 150 gpm 250 gpm Sprinkler or Nozzle Make: Model:ESLO 'yw� Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 695.6 psi Required: 130.5 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 315 Gallons Notes: PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 5/20/99 8:46 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 696 77.7 psi Elevation Change 28'0" 12.1 3 4" Grvd Tee 20' 120 4.000 696 8.2 1 3" Grvd 90 Ell 7' 120 3.000 696 3.9 1 6" Flngd 90 Ell 14' 120 6.000 696 0.3 6 4" Grvd 90 Ell 10' 120 4.000 696 8.2 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.000 696 5.5 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 696 1.9 1 Pipe 4" 10x21 CSC Grvd 127' 120 4.260 696 12.8 Total Loss for POC 52.8 psi Hydr Ref R1 Required at 696 130.5 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 696 gpm 151.7 psi SAFETY PRESSURE 21.2 psi 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 696 2.8 Available Pressure of 151.7 psi Exceeds Required Pressure of 130.5 psi This is a safety margin of 21.2 psi or 14 % of Supply Maximum Water Velocity is 27.0 fps PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND 5/20/99 Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) "'1.85 / ID"4. 87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"'2/ID"'4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. diagram. (gpm) = K x 8:46 -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path ##1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) 5/20/99 8:46 PAGE 1 # OF LENGTH PRESSURE BRANCH LINE PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 63.5 2" 0 0 0.16 gpm/sq ft 2.157" 0 0 K =14.50 63.5 120 10 0 16'3" 5.6 fps 23.9 0" 0.033 0.5 16'3" 0" 0.0 23.9 20" 4.7 20" 19.2 24" HEAD 8 60.0 2" 1 0 0.15 gpm/sq ft 2.157" 0 0 K =14.50 123.5 120 10 0 12'6" 10.9 fps 24.4 0" 0.113 1.4 12'6" 0" 0.0 24.4 7.3 17.1 20" 20" 60" REF 22 126.2 2" 1 0 PATH 2 2.157" 1 0 K =24.85 249.7 120 10 0 95'8" 22.1 fps 25.8 0" 0.415 39.7 95'8" 0" 0.0 REF B2 445.9 3" 0 0 PATH 3 3.260" 2 0 K =55.09 695.6 120 10 0 33'0" 27.0 fps 65.5 0" 0.370 12.2 33'0" 0" 0.0 REF W 695.6 gpm PATH 1 K = 78.92 77.7 psi PATH 2 FROM HYDRAULIC REFERENCE 9 TO 22 HEAD 9 64.9 2" 0 0 0.16 gpm/sq ft 2.157" 0 0 K =14.50 64.9 120 10 0 16'3" 5.8 fps 24.9 0" 0.034 0.6 16'3" 0" 0.0 24.9 20" 4.9 20" 20.0 24" HEAD 10 61.3 2" 0 0 0.15 gpm/sq ft 2.157" 1 0 K =14.50 126.2 120 10 0 3'0" 11.2 fps 25.5 0" 0.117 0.4 3'0" 0" 0.0 25.5 7.6 17.9 20" 20" 60" REF 22 126.2 gpm PATH 2 K = 24.85 25.8 psi PATH 3 FROM HYDRAULIC REFERENCE 1 TO B2 HEAD 1 76.0 2" 0 0 0.19 gpm/sq ft 2.157" 0 0 K =14.50 76.0 120 10 0 16'3" 6.7 fps 31.2 0" 0.046 0.7 16'3" 0" 0.0 31.2 3.7 27.5 4" 4" 24" CONTINUED 32.0 psi PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 5/20/99 8:46 REMOTE AREA #1 FLOW (GPM) # OF PIPE FITS LENGTH FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 1 TO B2 CONTINUED HEAD 2 71.7 2" 0.18 gpm/sq ft 2.157" K =14.50 147.8 120 10 0 0 0 0 0 17'1" 13.1 fps 0" 0.157 17'1" 0" 32.0 2.7 0.0 32.0 4" 7.5 4" 24.5 60" HEAD 3 74.7 2" 0.19 gpm/sq ft 2.157" K =14.50 222.5 120 10 0 0 1 0 0 74'10" 19.7 fps 0" 0.335 74'10" 0" 34.7 25.1 0.0 34.7 8.1 26.6 4" 4" 60" REF 20 2" 2.067" 222.5 120 40 0 0 1 0 0 1'4" 21.5 fps 0" 0.413 1'4" 1'4" 59.8 0.6 0.6 REF Al 3" 3.260" 0 0 0 0 222.5 120 10 0 9'6" 0" 9'6" 8.6 fps 0.045 0" 60.9 0.4 0.0 REF A2 2" 2.067" 222.5 120 40 1 0 1 0 0 1" 21.5 fps - 0" 0.413 1" -1" 61.3 0.0 -0.0 REF B1 223.4 3" 0 0 PATH 4 3.260" 0 0 K =28.53 445.9 120 10 0 25'10" 17.3 fps 0" 0.162 25'10" 0" 61.3 4.2 0.0 REF B2 445.9 gpm PATH 3 K = 55.09 PATH 4 FROM HYDRAULIC REFERENCE 4 TO B1 65.5 psi HEAD 4 76.3 2" 0.19 gpm/sq ft 2.157" K =14.50 76.3 120 10 0 0 0 0 0 16'3" 0" 16'3" 6.8 fps 0.046 0" 31.5 0.8 0.0 31.5 4" 3.8 4" 27.7 24" HEAD 5 72.0 2" 0.18 gpm/sq ft 2.157" K =14.50 148.4 120 10 0 0 0 0 0 17'1" 13.2 fps 0" 0.158 17'1" 0" 32.2 2.7 0.0 32.2 7.6 24.7 4" 4" 60" CONTINUED 34.9 psi PACVIEW OFFICE PARK B-2 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET 5/20/99 8:46 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 4 TO B1 CONTINUED HEAD 6 75.0 2" 0.19 gpm/sq ft 2.157" K =14.50 223.4 120 10 0 0 1 0 0 74'10" 19.8 fps 0" 0.338 74'10" 0" 34.9 25.3 0.0 34.9 8.2 26.8 4" 4" 60" REF 21 2" 2.067" 223.4 120 40 0 0 1 0 0 1'4" 21.6 fps 60.2 4" 0.416 0.5 1'4" 1'4" 0.6 REF B1 223.4 gpm PATH 4 K = 28.53 61.3 psi PACV I EW OFF I CE PARK WATER .7;:T....FLOW TEST: SYSTEM DEMAND: einstry , 1:1/4'1F- — i ".- 1 trir• • , ../ CALC . R"I': t-11--1 rt. P.M. 7 i 800 SYS T.1.11%;1: SPRINA-LET • : ...R:-.”3 il: 4 "..'; 7 ff: ; c:r'Ai r • t, 1 , : 7!.', ; ; , • ; ,_____ ; • ;- I % 1 t •:;,;"3 6 i ,,_ , , I .,, -3 1-- 4TH FOOR 698.2GPM @ 145.6PSI ...i . ----i • ---i,..---:---.._. --4 f ----.4.--_--i-----! — -----1 ' 131 I , • 2ND- 1 OR -B -9-5:6G P -M -@-130,5--P SI ---2i , . i 1-1STFLOOR '..96 ', PM @ 127 PSI i ,_...- . 1 - _ z., • i e,. . m ...-st ---3RD FI.40R I 693. '' PM© 1z4 1--'1 -i ---7- - • 111:3 I ; ':-11 I P-2 PARKING I : , EC••'..5 •.:. 3-7:9GPtittlift2PS1 ______. - i i ; t t 1 tt __ _ r-- , — . • , Li..3 T.T‘•:3 _; i T I ',.1: •••3; I 1 ; I - I.F.:/'• 1 ; ----....._..--. ..._ ____ — ; i 3 TP --- ------- t '; 7c; ; 1 i - ....._i_. .; __ : _ •:',••• 1 —4 -1- --------------3 e!,': - 1.4. •3 , , 7••: : 1 3 1 3,c1 - -; . 7' ; , 1 I 1 --- — i --I z, 1 i ; •-ie,3 -I -; 1---' I'TfT,•I,--4-••-,-1-- , ---•%-- 5- -_. —,--.• ----1 -- - z, -", 4, • i i, , , I : -- 1•I' ...•........f ••• • 7.4 — ,• !- • --- ---- — I 1 -4 44 7,-; ! .,. 1 4 „., 11 •11:••r 31:41::311,:;4;1:11:::::: t,r;:i13 1 ;I;;;1, T3PM A jiiif:t ' 74)!) 1P;3 1 AtY.1 2•.),Y) .-.i.i.,...d•-1 c 4tX, SOO 1.2013 14.303 2D4.10 2.40 1600 31(.30 .3 El X.1 4 t". 0,."'. • • .. PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: PACVIEW OFFICE PARK B-3 Location: 121.01 PACIFIC HIGHWAY SO. TUKWILA,WASHINGTON Drawing Date: 4-26-99 Contractor: MCKINSTRY 5005 3RD AVE. SO. SEATTLE, WASHINGTON 5/20/99 9:21 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NONCOMBUSTIBLE Occupancy:OFFICES Reviewing Authorities:TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 180 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 100 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:200 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 693.9 psi Required: 124.0 @ POC WATER SUPPLY Water Flow Test Date of Test J Static Pressure 160.0 Residual Pres 112.0 At a Flow of 1800 Elevation 0" psi psi gpm Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 306 Gallons Notes: PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 5/20/99 9:21 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 Elevation Change 30'0" 20' 120 7' 120 14' 120 10' 120 10' 120 14' 120 12' 120 A CHART LOSS 3 4" Grvd Tee 1 3" Grvd 90 Ell 1 6" Flngd 90 Ell 6 4" Grvd 90 Ell 1 3" Grvd Butterfly Valve 1 4" Grvd Butterfly Valve 1 Pipe 4" 10x21 CSC Grvd 1 6" Flngd Back Flow Valve Hydr Ref Ri Water Source160.0 psi CSC "BFV" CSC "BFV" "3000ss" Total Loss for 4.000 3.000 6.000 4.000 3.000 4.000 4.260 694 13.0 694 8.2 694 3.9 694 0.3 694 8.2 694 5.5 694 1.9 694 1.2 694 2.7 79.2 psi 44.8 psi Required at POC 694 124.0 psi static,112.0 psi residual @ 1800 gpm 694 gpm 151.8 psi SAFETY PRESSURE 27.8 psi Available Pressure of 151.8 psi Exceeds Required Pressure of 124.0 psi This is a safety margin of 27.8 psi or 18 % of Supply Maximum Water Velocity is 26.9 fps PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 5/20/99 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^l 85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. -Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. diagram. (gpm) 9:21 = K x -\/T- T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures ate listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET 5/20/99 9:21 PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) HEAD 9 63.6 2" 0.16 gpm/sq ft 2.157" K =14.50 63.6 120 10 0 0 0 0 0 16'3" 0" 16'3" 5.6 fps 0.033 0" 22.9 0.5 0.0 22.9 12" 3.7 12" 19.2 24" HEAD 7 60.0 2" 0.15 gpm/sq ft 2.157" K =14.50 123.6 120 10 1 0 0 0 0 11'6" 11.0 fps 0" 0.113 11'6" 0" 23.4 1.3 0.0 23.4 6.3 17.1 12" 12" 60" REF 22 126.4 2" 1 0 PATH 2 2.157" 1 0 K =25.42 `250.0 120 10 0 96'6" 22.2 fps 0" 0.416 96'6" 0" 24.7 40.1 0.0 REF A3 443.9 3" PATH 3 3.260" K =55.10 693.9 120 10 2 0 1 -0 0 38'10" 26.9 fps 0" 0.368 38'10" 0" 64.9 14.3 O .0 REF W 693.9 gpm PATH 1 K = 77.98 PATH 2 FROM HYDRAULIC REFERENCE 10 TO 22 79.2 psi HEAD 10 65.0 2" 0.16 gpm/sq ft 2.157" K =14.50 65.0 120 10 0 0 0 0 0 16'3" 0" 16'3" 5.8 fps 0.034 0" 24.0 0.6 0.0 24.0 12" 3.8 12" 20.1 24" HEAD 8 61.4 2" 0.15 gpm/sq ft 2.157" K =14.50 126.4 120 10 0 0 1 0 0 2'0" 11.2 fps 0" 0.118 2'0" 0" 24.5 O .2 0.0 24.5 6.6 17.9 12" 12" 60" REF 22 126.4 gpm PATH 2 K = 25.42 PATH 3 FROM HYDRAULIC REFERENCE 3 TO A3 24.7 psi HEAD 3 75.8 2" 0.19 gpm/sq ft 2.157" K =14.50 75.8 120 10 0 0 0 0 0 16'3" 0" 16'3" 6.7 fps 0.046 0" 30.7 O .7 0.0 30.7 3.4 27.3 -4" 4" 24" CONTINUED 31.5 psi PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 5/20/99 9:21 REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 3 TO A3 CONTINUED HEAD 2 71.5 2" 0.18 gpm/sq ft 2.157" K =14.50 147.2 120 10 0 0 0 0 0 16'0" 13.1 fps 0" 0.156 16'0" 0" 31.5 2.5 0.0 31.5 -4" 7.2 4" 24.3 60" HEAD 1 74.3 2" 0.19 gpm/sq ft 2.157" K =14.50 221.5 120 10 0 0 1 0 0 75'9" 19.6 fps 0" 0.333 75'9" 0" 34.0 25.2 0.0 34.0 7.7 26.2 -4" 4" 60" REF 20 2" 2.067" 221.5 120 40 0 0 1 0 0 1'4" 21.4 fps 0" 0.409 1'4" 1'4" 59.2 0.5 0.6 REF Al 3" 3.260" 221.5 120 10 0 0 0 0 0 10'2" 0" 10'2" 8.6 fps 0.044 0" 60.2 0.5 0.0 REF A2 222.4 3" 0 0 PATH 4 3.260" 0 0 K =28.54 443.9 120 10 0 26'1" 17.2 fps 0" 0.161 26'1" 0" 60.7 4.2 0.0 REF A3 443.9 gpm PATH 3 K = 55.10 PATH 4 FROM HYDRAULIC REFERENCE 6 TO A2 64.9 psi HEAD 6 76.1 2" 0.19 gpm/sq ft 2.157" K =14.50 76.1 120 10 0 0 0 0 0 16'3" 0" 16'3" 6.7 fps 0.046 0" 31.0 0.7 0.0 31.0 -4" 3.4 4" 27.5 24" HEAD 5 71.7 2" .0.18 gpm/sq ft 2.157" K =14.50 147.8 120 10 0 0 0 0 0 16'0" 13.1 fps 0" 0.157 16'0" 0" 31.7 2.5 0.0 31.7 7.2 24.5 - 4" 4" 60" HEAD 4 74.6 2" 0.19 gpm/sq ft 2.157" K =14.50 222.4 120 10 0 0 1 0 0 75'9" 19.7 fps 0" 0.335 75'9" 0" 34.2 25.4 0.0 34.2 7.8 26.5 - 4" 4" 60" CONTINUED 59.6 psi PACVIEW OFFICE PARK B-3 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) # OF PIPE FITS LENGTH FEET 5/20/99 9:21 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 6 TO A2 CONTINUED REF 21 2" 2.067" 222.4 120 40 0 0 1 0 0 1'4" 21.5 fps 0" 0.412 1'4" 1'4" 59.6 0.5 0.6 REF A2 222.4 gpm PATH 4 K = 28.54 60.7 psi f , ;. 1 : i1 ; 1-- i 55 1 i 1 . i. . _ •::i : • , .• f ' •`‘ -i—t— ' .. — I i i . • 698 2GPM @ 145 6PSI : - :..;, ! lb- '...5oR-6-95:6GPM @ 130.5 PSI .L....4_-_,-- i$T FLOOR :096 ' PM @ 127 PSI :::: _...........„ ; , 3R .1 t ;',9 • ...4 D FLOOR 1"693 ''' PM© 124 PS , ,,,...., •-•,. ....,. , .., P4-2 PARKIN G 1 4. - -3-7:90PM/118:2PS] (..,'- -,,, ."-{ • --, . , %...: - •-; % • el) • '9 •-1 : .---- Li , ; v i . -4 ..._. -.• ; ..__, - ___,_ _ ...• , ..:',(.; • -4 • 20 - -'3.• , jr-- --I- 4-- ,.. '10 :-:.. -5-- - .., if Kirr,6 -• ipft ..:' t c TT T: s :TT% TTfl VT VT r17 I c CI I. f I I I $ I c I i c c 1 c I""1 I T T"I : 1.*; I T r h c c T"ri 1 ri r 1 i T"; t T : c , c r I" c c I' I c j"1 I c C.iPM ' 1 A I•e,, ,'..:‘,1.-; 7.0,) 4.0•.-; .-.. /,/,. :::•:),:;, 70 -.7c,...a.4. F.•4 2L+••'.. 4C.a% ,.-7/31-. ri,...P3 i i..16'....., I ';•-•..:;'.) 1 44..k) i 4-CP..1 40C, .2•54.1 12C,'S !. GOO 2D03 245) 2) 3.203 3f.,X• 4,e.,•.3,5 • 0., i N jf:':'13: PACV I EW OFFICE PARK iPAc i F C WATER FLOW TEST: SYSTEM DEMAND: einstry 4_26-99 5.7A-flC• 1 i5f.) RESIDUAL: i I 2 ' e P• f,i - ..r • . •,,• • CALC . SPRINKLER I „1,:)•;..3 W: 4.57E; SCALE: A i 1 PACVIEW OFFICE PARK B-4 Drawing Date:4-26-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: PACVIEW OFFICE PARK B-4 Location: 1201 PACIFIC HIGHWAY SO. TUKWILA,WASHINGTON Drawing Date: 4-26-99 Contractor: MCKINSTRY CO. 5005 3RD AVE. SO. SEATTLE, WASHINGTON 5/20/99 9:40 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICES Reviewing Authorities:TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 180 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 250 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:200 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 698.2 psi Required: 145.6 @ POC WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 293 Gallons Notes: PACVIEW OFFICE PARK B-4 Drawing Date:4-26-99 5/20/99 9:40 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W 3 4" Grvd Tee 1 3" Grvd 90 Ell 1 6" Flngd 90 Ell 6 4" Grvd 90 Ell 1 3" Grvd Butterfly Valve 1 4" Grvd Butterfly Valve 1 Pipe 4" 10x21 CSC Grvd 1 6" Flngd Back Flow Valve HYDRAULIC 'LOW LOSS LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 Elevation Change 50'0" 20' 120 7' 120 14' 120 10' 120 10' 120 14' 120 138' 120 A CHART LOSS CSC "BFV" CSC "BFV" "3000ss" Total Loss for 4.000 3.000 6.000 4.000 3.000 4.000 4.260 698 21.6 698 8.2 698 3.9 698 0.3 698 8.2 698 5.6 698 1.9 698 14.0 698 2.8 79.1 psi 66.5 psi Hydr Ref Ri Required at POC 698 145.6 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 698 gpm 151.7 psi SAFETY PRESSURE 6.1 psi Available Pressure of 151.7 psi Exceeds Required Pressure of 145.6 psi This is a safety margin of 6.1 psi or 4 % of Supply Maximum Water Velocity is 27.1 fps PACVIEW OFFICE PARK B-4 Drawing Date:4-26-99 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND 5/20/99 9:40 Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID""4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"'4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK B-4 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET 5/20/99 9:40 PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 8 TO W (PRIMARY PATH) HEAD 8 63.2 2" 0.16 gpm/sq ft 2.157" K =14.50 63.2 120 10 0 0 0 0 0 16'3" 0" 16'3" 5.6 fps 0.033 0" 23.6 0.5 0.0 23.6 -43" 4.6 43" 19.0 24" HEAD 7 60.0 2" 0.15 gpm/sq ft 2.157" K =14.50 123.2 120 10 1 0 0 0 0 12'6" 10.9 fps 0" 0.112 12'6" 0" 24.1 1.4 0.0 24.1 -43" 7.0 43" 17.1 60" REF 20 125.8 2" 1 0 PATH 2 2.157" 1 0 K =24.91 249.0 120 10 0 95'7" 22.1 fps 0" 0.413 95'7" 0" 25.5 39.4 0.0 REF A3 449.2 3" 2 0 PATH 3 - 3.260" 1 0 K =55.74 698.2 120 10 0 38'1" 27.1 fps 0" 0.372 38'1" 0" 64.9 14.2 0.0 REF W 698.2 gpm PATH 1 K = 78.50 PATH 2 FROM HYDRAULIC REFERENCE 10 TO 20 79.1 psi HEAD 10 64.5 2" 0.16 gpm/sq ft 2.157" K =14.50 64.5 120 10 0 0 0 0 0 16'3" 0" 16'3" 5.7 fps 0.034 0" 24.6 0.6 0.0 24.6 -43" 4.8 43" 19.8 24" HEAD 9 61.2 2" 0.15 gpm/sq ft 2.157" K =14.50 125.8 120 10 0 0 1 0 0 3'0" 11.2 fps 0" 0.117 3'0" 0" 25.1 0.4 0.0 25.1 -43" 7.3 43" 17.8 60" REF 20 125.8 gpm PATH 2 K = 24.91 PATH 3 FROM HYDRAULIC REFERENCE 3 TO A3 25.5 psi HEAD 3 76.6 2" 0.19 gpm/sq ft 2.157" K =14.50 76.6 120 10 0 0 0 0 0 16'3" 0" 16'3" 6.8 fps 0.047 0" 31.7 0.8 0.0 31.7 3.8 27.9 4" 4" 24" CONTINUED 32.5 psi PACVIEW OFFICE PARK B-4 Drawing Date:4-26-99 REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET 5/20/99 9:40 PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 3 TO A3 CONTINUED HEAD 2 72.3 2" 0.18 gpm/sq ft 2.157" K =14.50 148.9 120 10 0 0 0 0 0 17'1" 13.2 fps 0" 0.159 17'1" 0" 32.5 2.7 0.0 32.5 4" 7.6 4" 24.8 60" HEAD 1 75.3 2" 0.19 gpm/sq ft 2.157" K =14.50 224.2 120 10 0 0 2 0 0 78'9" 19.9 fps 0" 0.340 78'9" -3'11" 35.2 26.8 -1.7 35.2 8.2 27.0 4" 4" 60" REF Al 3" 3.260" 0 0 0 0 224.2 120 10 0 919" 0" 9'9" 8.7 fps 0.045 0" 60.3 0.4 0.0 REF A2 225.0 3" PATH 4 - 3.260" K =28.88 449.2 120 10 0 0 0 0 0 25'9" 17.4 fps 0" 0.165 25'9" 0" 60.7 4.2 0.0 REF A3 449.2 gpm PATH 3 K = 55.74 PATH 4 FROM HYDRAULIC REFERENCE 6 TO A2 64.9 psi HEAD 6 76.9 2" 0.19 gpm/sq ft 2.157" K =14.50 76.9 120 10 0 0 0 0 0 16'3" 0" 16'3" 6.8 fps 0.047 0" 31.9 0.8 0.0 31.9 4" 3.8 4" 28.1 24" HEAD 5 72.5 2" 0.18 gpm/sq ft 2.157" K =14.50 149.4 120 10 0 0 0 0 0 17'1" 13.2 fps 0" 0.161 17'1" 0" 32.7 2.7 0.0 32.7 7.7 25.0 4" 4" 60" HEAD 4 75.6 2" 0.19 gpm/sq ft 2.157" K =14.50 225.0 120 10 0 0 2 0 0 78'9" 20.0 fps 0" 0.342 78'9" -3'11" 35.4 27.0 -1.7 35.4 8.3 27.2 4" 4" 60" REF A2 225.0 gpm PATH 4 K = 28.88 60.7 psi PACV I EW OFFICE PARK 2.50 PAC i T.71..- H GHWAY 5.:0 . WATER FLOW TEST: SYSTEM DEMAND: einstry ()ATE: 4,-26-99 STAlle • : 0:.., _......_______._._j •-, .-- : , CALC F:': .4H :•;.P .M. : S MAT ELF"? -4 jOB ii : 457-:. CALL.5A 1 I I"it; • f*"• -•'-7 ,........--........-........,.._—.....-....._..........-.........-,-,..-...-.-....-...--.,----,-.......--..............*- i i 1 ..4 • , •i ; 70 •••i ; . ' . ......-.._--...,.......................-..-.1---........................ ................_.-.-...............,---...... , . 1 ; 41H FOOR • 698.2GPM @ 145.6PSI ... .... -4— ; - ; - - AD- • .,OR-1695-.6GP-M----©--1.30,5-P-SI----• --- -! -- - ...: , .,..:, ..r.i..._7-17 FLOOR ... :096 PM .6 127 PSI 1 : % 25 •L;--! ,..r ! ; : ' — 1-;',.-•; — -.71 4 "................ , , .4 3RD FLOOR 1-6-93, PM© 124 PSI ... 11,,,,,,---: • 3 f -- ------ -- ___3.-- - 1-- ---; '; 11:3 • a -,- i.; -1. Pr2 PARKING ! !c:s.-. 37:9GPM/118:2P$1 , ..., ; i :-;,.). ; • U; ..... c, 1 -, f.........-. . : Lij c;0 L• 1 -....". 1 •-• ' i .4 "i i .... • ! ; — P,': 5 • ; . 4 3 3 3 .1-.- 3 . 1 % i..L. --- ; ; -------- ' : --f-- El.....t.- — • :90 •• 1 i •• 3 3 . -.4 *-----7----------------'--------- ------ i ---- - .%; % ; 3 ---------- --- --- ------- --------3,------ 33• ..+0 —3 -• 3 ' ' i • 733 3 , 7.3 • 3 ,___ ..____...., ...._„—_--....____ _ — . — _____,___4____+..__.. ____ • 4 2''' 1 .......... ; -........,-...-.. ..,,. .....,.. ...........,.. . ..... ..... . ......-• •••••••••• .....• *.••••• 2 (; ii 1. i 71 1 I5 , ; ____________ ____ ___-__ • __, ? _ . ..% • : , . _ 4 t ITTiTI:,-0.111::•!1; ' I: I :11 I ; : : 113i;3113:litill;;%3:1 :1,13.:;;: I:1:t•Iii ,:ii1:111 :7,4 :.?,:o ? VS,,,'..'; 2CA:1 :?,(.3‘) 400 5e..'t{) s•-,1 ,e, 'Ng% E;0,•; f•;•<0 •:(,;(f.: F...:.•;:ik% 7_3 4 00 SO -5 I 2(20 1 6"...;:i 20::.V.; 2.4.C;;) 2.80) 1 HYDRAULIC DESIGN INFORMATION SHEET Name:PAC-WEST Location:12201 INTERNATIONAL BLVD. Building:SABEY BUILDING "B" - SECOND FLOOR Contractor:RELIANCE FIRE PROTECTION Calculated By:STEVE WASLEY Construction: [ ]-Combustible IX] -Non -Combustible Occupancy:COMPUTER SWITCHGEAR SYSTEM DESIGN Date:OCTOBER 11, 1999 System No. SYSTEM #1 Contract No. 91002 Drawing No. FP -1 Ceiling Height:VARIES Ft. [X]-NFPA 13: [ ]-LT. HAZ. [X] -ORDINARY HAZARD GROUP:1 [ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE: [ ]-OTHER (Specify) : [ ]-SPECIFIC RULING: MADE BY: Area of Sprinkler Operation:1950 Density:0.15 Area Per Sprinkler:364 MAX. Hose Allowance GPM: Inside: Hose Allowance GPM: Outside:250 Rack Sprinkler Allowance: [ ] - EX .HAZARD . DATE: SQ. FT. * System Type * [ J -WET [ ] -DRY [ 1 -DELUGE [X] -PRE-ACTION * SPRINKLER OR NOZZLE * Make:CENTRAL Model:ESLO-OH Size:.70 K-Factor:14.5 Temperature Rating:155 CALCULATION SUMMARY GPM Required:648.83 PSI Required:114.63 "C" Factor Used: Overhead:100 Underground:140 * WATER FLOW TEST * Date & Time:1992 Static PSI:160 Residual PSI:112 GPM Flowing:1800 Elevation:0 WATER SUPPLY * PUMP DATA * Rated Capacity: At PSI: Elevation: Location:AT CITY CONNECTION Source Information:KC WATER DISTRICT 20 * TANK OR RESERVOIR * Capacity: Elevation: * WELL * Proof Flow: b'� 'tea S.rink�°� 4Y,� ;/-c `1 V iP 35S( "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST Page: 1 Node Pressure Flow Elevation K -Factor (psi) (gpm) (feet) 1 22.87 0.00 43.17 LO1 22.51 0.00 44.00 L02 22.04 0.00 44.00 MO1 23.36 0.00 43.50 M02 23.63 0.00 43.50 M03 24.52 0.00 43.50 M04 33.31 0.00 43.50 TR1 -64..08 0.00 39.00 BR1 72.96 0.00 36.00 2SP 88.83 0.00 43.00 BKF 108.27 0.00 12.00 CTY ...114.63. 648.83 0.00 SOURCE 2 12.77 51.81 43.17 14.50 3 12.40 51.05 42.50 14.50 L03 21.42 0.00 44.00 L04 ...21 84 0.00 44.00 4 12.52 51.30 42.50 14.50 5 11.23 48.60 43.17 14.50 L05 18.70 0.00 44.00 L06 18_90 .. D.00 44 .00 L07 19.54 0.00 44.00 6 7.38 39.40 42.00 14.50 7 11.75 49.70 43.17 14.50 8 - _13...39 53.05 42.50 ..14.50 L08 22.44 0.00 44.00 L09 22.89 0.00 44.00 9 13.83 53.92 42.50 14.50 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST Page: 1 Node Node NodeFlow Kfactor NodeFlow Kfactor PipeFlow Elev. Elev. Pressure Diameter Pressure HWC Fittings Velocity Length FricLoss EqvLgth ElevLoss TotLgth TotFric 1 L01 L02 LO1 LO1 MO1 MOl M02 M02 M03 M03 M04 M04 TR1 TR1 BR1 Flow BR1 2SP 2SP BKF BKF CTY 0.00 43.17 22.87 1.104 0.00 44.0 22.51 100 0.00 .D.00 0.00 0.00 51.81 0.00 51.81 0.00 154.17 0.00 0.00 291.8.6 0.00 0.00 398.83 0_DD 0.00 398.83 0.00 0.._0.0 398.83 Dependent 0.00 0.. .0.0 398.83 0.00 0.00 398.23 44.0 22.04 2.245 44.0 22.51 100 4.20 22.51 43.5 23.36 2.245 100 4.20 43.5 23.36 3.340 .43...5 .. 23.63 100 5.65 43.5 23.63 3.340 43.5 24.52 100 _10_69 43.5 24.52 3.340 43.5 33.31 100 14.60 43.5 33.31 ...3...340 39.0 64.08 100 14.60 39.0 64.08 3.340 36.0 72.9. . 120 14.60 Pressure Loss Device accounts for 0.00 648.83 SOURCE 398.83 Flow .Dependent pressure 36.0 72.96 3.340 43.0 88.83 120 14.60 43.0 88.83 4.328 12 108.27 120 8.70 12 108.27 8.385 0 114.63 140 2.32 .Loss ..Device accounts £or 2 51.81 14.5 43.17 12.77 1.104 L02 0.00 44.0 22.04 100 51.81 17.36 3.42 0.000 2ET 8.23 0.00 11.65 0.00 18 0.026 0.00 0.00 18.00 0.47 13.67 0.026 T 10.65 0.22 24.32 0.63 9.5 0.028 0.00 0.00 9.50 0.27 9.67 0.092 0.00 0.00 9.67 0.89 45.92 0.164 E 7.54 0.00 53.46 8.79 145.08 0.164 4E 30.17 1.95 175.25 28.81 3 0.117 BT 37.75 1.30 40.75 10.18 5.40 of TotFric loss 60 6F.RT 101.16 161.16 107 3ETG 73.85 180.85 0.117 -3.03 18.91 0.033 13.43 6.01 200 0.001 3ETG 157.16 5.20 357.16 11.55 11.20 of TotFric loss 3.42 2ET 8.23 11.65 0.827 -0.36 9.63 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST Page: 2 Node NodeFlow Kfactor Elev. Pressure Diameter Length FricLoss Node NodeFlow Kfactor Elev. Pressure HWC Fittings EqvLgth ElevLoss PipeFlow Velocity TotLgth TotFric 3 51.05 14.5 42.5 12.40 1.104 3.79 0.805 L03 0.00 44.0 21.42 100 2ET 8.23 -0.65 51.05 17.11 12.02 9.67 L03 0.00 44.0 21.42 2.245 16.25 0.025 L04 0.00 44.0 21.84 100 0.00 0.00 51.05 4.14 16.25 0.41 L04 0.00 44.0 21.84 2.245 3.58 0.092 M01 0.00 43.5 23.36 100 T 10.65 0.22 102.36 8.30 14.23 1.31 4 51.30 14.5 42.5 12.52 1.104 4.04 0.812 L04 ..-5-.0_0 44..0 . .21..84 100 2ET 8.23 -0.65 51.30 17.20 12.27 9.97 5 48.60 14.5 43.17 11.23 1.104 2.42 0.735 L05 0.00 44.0 18.70 100 2ET 8.23 -0.36 48.60 16.29 10.65 7.82 L05 0.00 44.0 18.70 2.245 8.75 0.023 L06 0.00 44.0 18.90 100 0.00 0.00 48.60 3.94 8.75 0.20 L06 ..0..00 44.0. .._18.90 _ 2.245 9.25 0.069 L07 0.00 44.0 19.54 100 0.00 0.00 88.00 7.13 9.25 0.64 L07 0.00 44.0 19.54 2.245 13.67 0.159 M02 _10...0.0 43..5.. ..23.63 100 T 10.65 0.22 137.69 11.16 24.32 3.87 6 39.40 14.5 42.0 7.38 1.104 14.79 0.498 L06 0.00 44.0 18.90 100 3ET . 10.06 -0.87 39.40 .. 13.21 24.85 12.38 7 49.70 14.5 43.17 11.75 1.104 2.42 0.766 L07 0.00 44.0 19.54 100 2ET 8.23 -0.36 49.70 16.66 10.65 8.16 8 _53A35 14.5 42.5 ... 13.39 _ .1.104 3.0 0.864 L08 0.00 44.0 22.44 100 2ET 8.23 -0.65 53.05 17.78 11.23 9.70 L08 0.00 44.0 22.44 2.245 16.25 0.027 L09 .0_11D 44...0..: .22.89 .100 0.00 0.00 53.05 4.30 16.25 0.44 L09 0.00 44.0 22.89 2.245 3.58 0.100 M03 0.00 43.5 24.52 100 T 10.65 0.22 106.97 8.67 ._. .14.23 .1_.42 "THE" Sprinkler Program by FPE Software, Inc. File: PACWEST Page: 3 Node Node NodeFlow NodeFlow PipeFlow Kfactor Elev. Kfactor Elev. Pressure Diameter Pressure HWC Fittings Velocity Length FricLoss EqvLgth ElevLoss TotLgth TotFric 9 LO9 Units Legend 53.92 0.00 53.92 Flow = gpm Elev. = feet Pressure = psi Diameter = inches 14.5 42.5 13.83 44.0 22.89 Velocity = ft/sec Length, EqvLgth, TotLgth = feet 1.104 100 2ET 18.07 FricLoss, ElevLoss, TotFric = psi 2.67 8.23 10.90 0.890 -0.65 9.71 3 31 C •� •-1 *4 It) e4 CO CPI CO e11 M CO • I cTSd) 3iH11SS3lLd m co P4 FLOW tgpM) EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: EXODUS Location: GENERATOR BUNKER Drawing Date: 9/28/00 Contractor: McKinstry Co. 5005 3RD AVE. S. Seattle, WA. 98124 Designer: T. Easton Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTABLE Reviewing Authorities:TUKWILA FIRE DEPT. AO Remote Area Number: 1 Telephone:206-762-3311 Occupancy:POWER GENERATOR SYSTEM DESIGN Code:NFPA 13 Hazard:EXTRA System Type:DRY Area of Sprinkler Operation 2745 sq ftl Density (gpm/sq ft) 0.300 Area per Sprinkler 80 sq fti Hose Allowance Inside 0 gpm Hose Allowance Outside 500 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:200 CALCULATION SUMMARY 45 Flowing Outlets gpm Required: 1660.2 psi Required: 112.6 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 Rated Pressure 0.0 Elevation 0 Make: Model: gpm psi Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: 12201 TUKWILA INT. BLVD. Source of Information: ADJACENT TENANT PROJECT SYSTEM VOLUME 214 Gallons Notes: EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1160 1 6" Grvd 90 Ell 14' 100 6.065 1160 1.0 1 Pipe 6" 10x21 CSC Grvd 6' 100 6.357 1160 0.3 1 6" FG Dry Valve CSC "AG" CHART LOSS 1160 0.0 Fixed Flow Outside Hose Allow. 500 gpm 1 6" Flngd Back Flow Valve Ames "3000 CHART LOSS 1660 10.5 Elevation Change 10'0" 4.3 4 6" Grvd 90 Ell 14' 120 6.065 1660 5.3 1 Pipe 6" 10x21 CSC Grvd 15' 120 6.357 1660 1.1 1 6" MJ 90 Ell 0' 120 6.065 1660 0.0 1 Pipe 6" DIx18 Cl 52 300' 140 6.590 1660 13.5 Elevation Change 30'0" 13.0 1 6" Flngd Gate Valve CSC "721U" PIV 3' 120 6.065 1660 0.3 63.4 psi Hydr Ref R1 Required at Source 1660 112.6 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 1660 gpm 118.7 psi SAFETY PRESSURE 6.0 psi Available Pressure of 118.7 psi Exceeds Required Pressure of 112.6 psi This is a safety margin of 6.0 psi or 5 % of Supply Maximum Water Velocity is 25.3 fps EXODUS HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date:9/28/00 LEGEND 10/ 4/00 8:37 Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO MEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 19 TO W (PRIMARY PATH) HEAD 19 24.1 14" 0 0 0.30 gpm/sq ft 1.673" 0 0 K= 5.60 24.1 100 TL 0 6'0" 3.6 fps 18.5 18.5 18.5 0" 0.027 0.2 0.0 0.0 6'0" 0" 0.0 18.5 18.5 HEAD 20 24.0 134" 0 0 8'0" 7.1 fps 18.7 18.7 18.4 0.30 gpm/sq ft 1.673" 0 0 0" 0.095 0.8 0.3 0.0 K= 5.60 48.1 100 TL 0 8'0" 0" 0.0 18.4 18.4 HEAD 21 24.2 134" 0 0 8'0" 10.7 fps 19.5 19.5 18.7 0.30 gpm/sq ft 1.673" 0 0 0" 0.203 1.6 0.8 0.0 K= 5.60 72.3 100 TL 0 8'0" 0" 0.0 18.7 18.7 HEAD 22 24.9 134" 0 0 8'0" 14.3 fps 21.1 21.1 19.7 0.31 gpm/sq ft 1.673" 0 0 0" 0.350 2.8 1.4 0.0 K= 5.60 97.2 100 TL 0 8'0" 0" 0.0 19.7 19.7 HEAD 23 26.1 1%" 0 0 1'8" 18.2 fps 23.9 23.9 21.7 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.543 4.0 2.2 0.0 K= 5.60 123.3 100 TL 0 7'5" 0" 0.0 21.7 21.7 REF 52 102.2 2" 0 0 1'4" 20.3 fps 27.9 27.9 PATH 5 2.140" 1 0 7'2" 0.500 4.2 0.0 K= 19.35 225.5 100 TL 0 8'6" 1'4" 0.6 27.9 REF A3 456.3 4" 0 0 7'3" 14.8 fps 34.2 34.2 PATH 2 4.352" 0 0 0" 0.122 0.9 1.5 K= 78.05 681.8 100 SF 0 7'3" 0" 0.0 32.7 REF A4 478.3 -4" 2 0 37'11" 25.3 fps 35.1 35.1 PATH 4 4.352" 2 0 42'10" 0.327 26.4 0.0 K= 80.78 1160.2 100 SF 0 80'9" 3'6" 1.5 35.1 REF A5 6" 0 0 8'6" 11.8 fps 63.0 6.357" 0 0 0" 0.052 0.4 1160.2 100 10 0 8'6" 0" 0.0 REF W 1160.2 gpm PATH 1 K= 145.71 63.4 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 10 TO A3 HEAD 10 24.2 1W' 0 0 6'0" 3.6 fps 18.7 18.7 18.7 0.30 gpm/sq ft 1.673" 0 0 0" 0.027 0.2 0.0 0.0 K= 5.60 24.2 100 TL 0 6'0" 0" 0.0 18.7 18.7 HEAD 11 24.1 13" 0 0 8'0" 7.1 fps 18.8 18.8 18.5 0.30 gpm/sq ft 1.673" 0 0 0" 0.096 0.8 0.3 0.0 K= 5.60 48.3 100 TL 0 8'0" 0" 0.0 18.5 18.5 HEAD 12 24.3 1%" 0 0 8'0" 10.7 fps 19.6 19.6 18.8 0.30 gpm/sq ft 1.673" 0 0 0" 0.204 1.6 0.8 0.0 K= 5.60 72.6 100 TL 0 8'0" 0" 0.0 18.8 18.8 HEAD 13 25.0 1%" 0 0 8'0" 14.4 fps 21.2 21.2 19.9 0.31 gpm/sq ft 1.673" 0 0 0" 0.352 2.8 1.4 0.0 K= 5.60 97.6 100 TL 0 8'0" 0" 0.0 19.9 19.9 HEAD 14 26.2 1%" 0 0 1'8" 18.2 fps 24.0 24.0 21.9 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.547 4.1 2.2 0.0 K= 5.60 123.7 100 TL 0 7'5" 0" 0.0 21.9 21.9 REF 51 102.6 2" 0 0 1'4" 20.4 fps 28.1 28.1 PATH 6 2.140" 1 0 7'2" 0.504 4.3 0.0 K= 19.35 226.3 100 TL 0 8'6" 1'4" 0.6 28.1 REF A2 230.0 4" 0 0 10'0" 9.9 fps 33.6 33.6 PATH 3 4.352" 0 0 0" 0.058 0.6 0.7 K= 39.68 456.3 100 SF 0 10'0" 0" 0.0 32.9 REF A3 456.3 gpm PATH 2 K= 78.05 34.2 psi PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 24.6 1%" 0 0 6'0" 3.6 fps 19.3 19.3 19.3 0.31 gpm/sq ft 1.673" 0 0 0" 0.028 0.2 0.0 0.0 K= 5.60 24.6 100 TL 0 6'0" 0" 0.0 19.3 19.3 CONTINUED 19.5 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 CONTINUED HEAD 2 24.5 1M" 0 0 8'0" 7.2 fps 19.5 19.5 19.1 0.31 gpm/sq ft 1.673" 0 0 0" 0.099 0.8 0.3 0.0 K. 5.60 49.1 100 TL 0 8'0" 0" 0.0 19.1 19.1 HEAD 3 24.7 1M" 0 0 8'0" 10.9 fps 20.3 20.3 19.5 0.31 gpm/sq ft 1.673" 0 0 0" 0.210 1.7 0.8 0.0 K= 5.60 73.8 100 TL 0 8'0" 0" 0.0 19.5 19.5 HEAD 4 25.4 1M" 0 0 8'0" 14.6 fps 21.9 21.9 20.5 0.32 gpm/sq ft 1.673" 0 0 0" 0.363 2.9 1.4 0.0 K. 5.60 99.2 100 TL 0 8'0" 0" 0.0 20.5 20.5 HEAD 5 26.6 1M" 0 0 1'8" 18.5 fps 24.8 24.8 22.6 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.564 4.2 2.3 0.0 K= 5.60 125.8 100 TL 0 7'5" 0" 0.0 22.6 22.6 REF 50 104.3 2" 0 0 9" 20.7 fps 29.0 29.0 PATH 7 2.140" 1 0 7'2" 0.519 4.1 0.0 K. 19.35 230.0 100 TL 0 7'11" 9" 0.3 29.0 REF Al 4" 0 0 10'0" 5.0 fps 33.4 4.352" 0 0 0" 0.016 0.2 230.0 100 SF 0 10'0" 0" 0.0 REF A2 230.0 gpm PATH 3 K= 39.68 33.6 psi PATH 4 FROM HYDRAULIC REFERENCE 28 TO A4 HEAD 28 24.7 1M" 0 0 6'0" 3.6 fps 19.4 19.4 19.4 0.31 gpm/sq ft 1.673" 0 0 0" 0.028 0.2 0.0 0.0 K. 5.60 24.7 100 TL 0 6'0" 0" 0.0 19.4 19.4 HEAD 29 24.6 1W' 0 0 8'0" 7.3 fps 19.6 19.6 19.2 0.31 gpm/sq ft 1.673" 0 0 0" 0.099 0.8 0.3 0.0 K= 5.60 49.2 100 TL 0 8'0" 0" 0.0 19.2 19.2 CONTINUED 20.4 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 28 TO A4 CONTINUED HEAD 30 24.8 14" 0 0 8'0" 10.9 fps 20.4 20.4 19.6 0.31 gpm/sq ft 1.673" 0 0 0" 0.211 1.7 0.8 0.0 K= 5.60 74.0 100 TL 0 8'0" 0" 0.0 19.6 19.6 HEAD 31 25.4 1%" 0 0 8'0" 14.7 fps 22.1 22.1 20.6 0.32 gpm/sq ft 1.673" 0 0 0" 0.365 2.9 1.4 0.0 K= 5.60 99.4 100 TL 0 8'0" 0" 0.0 20.6 20.6 HEAD 32 26.7 1%" 0 0 1'8" 18.6 fps 25.0 25.0 22.7 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.567 4.2 2.3 0.0 K= 5.60 126.1 100 TL 0 7'5" 0" 0.0 22.7 22.7 REF 55 104.5 2" 0 0 1'4" 20.8 fps 29.2 29.2 PATH 8 2.140" 1 0 7'2" 0.522 4.4 0.0 K= 19.35 230.7 100 TL 0 8'6" 1'4" 0.6 29.2 REF B3 247.7 4" 0 0 2'9" 10.4 fps 34.9 34.9 PATH 9 4.352" 0 0 0" 0.063 0.2 0.7 K= 41.93 478.3 100 SF 0 2'9" 0" 0.0 34.2 REF A4 478.3 gpm PATH 4 K. 80.78 35.1 psi PATH 5 FROM HYDRAULIC REFERENCE 27 TO 52 HEAD 27 25.3 1%" 0 0 7'0" 3.7 fps 20.5 20.5 20.5 0.32 gpm/sq ft 1.673" 0 0 0" 0.029 0.2 0.0 0.0 K= 5.60 25.3 100 TL 0 7'0" 0" 0.0 20.5 20.5 HEAD 26 25.2 1%" 0 0 8'0" 7.5 fps 20.7 20.7 20.3 0.32 gpm/sq ft 1.673" 0 0 0" 0.105 0.8 0.4 0.0 K= 5.60 50.6 100 TL 0 8'0" 0" 0.0 20.3 20.3 HEAD 25 25.5 1W' 0 0 8'0" 11.2 fps 21.5 21.5 20.7 0.32 gpm/sq ft 1.673" 0 0 0" 0.222 1.8 0.8 0.0 K= 5.60 76.1 100 TL 0 8'0" 0" 0.0 20.7 20.7 CONTINUED 23.3 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 27 TO 52 CONTINUED HEAD 24 26.1 1%" 0 0 6'4" 15.1 fps 23.3 23.3 21.8 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.384 4.6 1.5 0.0 K= 5.60 102.2 100 TL 0 12'0" 0" 0.0 21.8 21.8 REF 52 102.2 gpm PATH 5 K= 19.35 27.9 psi PATH 6 FROM HYDRAULIC REFERENCE 18 TO 51 HEAD 18 25.4 1%" 0 0 7'0" 3.7 fps 20.6 20.6 20.6 0.32 gpm/sq ft 1.673" 0 0 0" 0.029 0.2 0.0 0.0 K= 5.60 25.4 100 TL 0 7'0" 0" 0.0 20.6 20.6 HEAD 17 25.3 14" 0 0 8'0" 7.5 fps 20.8 20.8 20.5 0.32 gpm/sq ft 1.673" 0 0 0" 0.105 0.8 0.4 0.0 K= 5.60 50.8 100 TL 0 8'0" 0" 0.0 20.5 20.5 HEAD 16 25.6 1'W" 0 0 8'0" 11.2 fps 21.7 21.7 20.8 0.32 gpm/sq ft 1.673" 0 0 0" 0.224 1.8 0.8 0.0 K= 5.60 76.3 100 TL 0 8'0" 0" 0.0 20.8 20.8 HEAD 15 26.2 1%" 0 0 6'4" 15.1 fps 23.5 23.5 22.0 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.386 4.6 1.5 0.0 K= 5.60 102.6 100 TL 0 12'0" 0" 0.0 22.0 22.0 REF 51 102.6 gpm PATH 6 K= 19.35 28.1 psi PATH 7 FROM HYDRAULIC REFERENCE 9 TO 50 HEAD 9 25.9 1%" 0 0 7'0" 3.8 fps 21.3 21.3 21.3 0.32 gpm/sq ft 1.673" 0 0 0" 0.030 0.2 0.0 0.0 K= 5.60 25.9 100 TL 0 7'0" 0" 0.0 21.3 21.3 HEAD 8 25.7 1%" 0 0 8'0" 7.6 fps 21.5 21.5 21.1 0.32 gpm/sq ft 1.673" 0 0 0" 0.108 0.9 0.4 0.0 K= 5.60 51.6 100 TL 0 8'0" 0" 0.0 21.1 21.1 CONTINUED 22.4 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 9 TO 50 CONTINUED HEAD 7 26.0 134" 0 0 0.32 gpm/sq ft 1.673" 0 0 K= 5.60 77.6 100 TL 0 8'0" 11.4 fps 22.4 22.4 21.5 0" 0.231 1.8 0.9 0.0 8'0" 0" 0.0 21.5 21.5 HEAD 6 26.7 1%" 0 0 6'4" 15.4 fps 24.2 24.2 22.7 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.398 4.8 1.6 0.0 K= 5.60 104.3 100 TL 0 12'0" 0" 0.0 22.7 22.7 REF 50 104.3 gpm PATH 7 K= 19.35 29.0 psi PATH 8 FROM HYDRAULIC REFERENCE 36 TO 55 HEAD 36 25.9 134" 0 0 7'0" 3.8 fps 21.4 21.4 21.4 0.32 gpm/sq ft 1.673" 0 0 0" 0.030 0.2 0.0 0.0 K= 5.60 25.9 100 TL 0 7'0" 0" 0.0 21.4 21.4 HEAD 35 25.8 134" 0 0 8'0" 7.6 fps 21.6 21.6 21.3 0.32 gpm/sq ft 1.673" 0 0 0" 0.109 0.9 0.4 0.0 K= 5.60 51.7 100 TL 0 8'0" 0" 0.0 21.3 21.3 HEAD 34 26.1 134" 0 0 8'0" 11.5 fps 22.5 22.5 21.7 0.33 gpm/sq ft 1.673" 0 0 0" 0.232 1.9 0.9 0.0 K= 5.60 77.8 100 TL 0 8'0" 0" 0.0 21.7 21.7 HEAD 33 26.7 134" 0 0 6'4" 15.4 fps 24.4 24.4 22.8 0.33 gpm/sq ft 1.673" 1 0 5'9" 0.400 4.8 1.6 0.0 K= 5.60 104.5 100 TL 0 12'0" 0" 0.0 22.8 22.8 REF 55 104.5 gpm PATH 8 K= 19.35 29.2 psi PATH 9 FROM HYDRAULIC REFERENCE 44 TO B3 HEAD 44 26.3 134" 0 0 7'0" 3.9 fps 22.1 22.1 22.1 0.47 gpm/sq ft 1.673" 0 0 0" 0.031 0.2 0.0 0.0 K= 5.60 26.3 100 TL 0 7'0" 0" 0.0 22.1 22.1 CONTINUED 22.3 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 44 TO B3 CONTINUED HEAD 43 26.2 13" 0 0 8'0" 7.7 fps 22.3 22.3 21.9 0.47 gpm/sq ft 1.673" 0 0 0" 0.112 0.9 0.4 0.0 K= 5.60 52.6 100 TL 0 8'0" 0" 0.0 21.9 21.9 HEAD 42 26.5 1'Mz" 0 0 8'0" 11.6 fps 23.2 23.2 22.3 0.47 gpm/sq ft 1.673" 0 0 0" 0.239 1.9 0.9 0.0 K= 5.60 79.0 100 TL 0 8'0" 0" 0.0 22.3 22.3 HEAD 41 27.2 13" 0 0 6'4" 15.6 fps 25.1 25.1 23.5 0.48 gpm/sq ft 1.673" 1 0 5'9" 0.412 4.9 1.6 0.0 K= 5.60 106.2 100 TL 0 12'0" 0" 0.0 23.5 23.5 REF 54 109.7 2" 0 0 1'4" 19.4 fps 30.1 30.1 PATH 10 2.140" 1 0 7'2" 0.462 3.9 0.0 K= 20.00 215.9 100 TL 0 8'6" 1'4" 0.6 30.1 REF B2 31.8 4" 0 0 7'0" 5.4 fps 34.8 34.8 PATH 11 4.352" 0 0 0" 0.019 0.1 0.2 K= 5.39 247.7 100 SF 0 7'0" 0" 0.0 34.6 REF B3 247.7 gpm PATH 9 K= 41.93 34.9 psi PATH 10 FROM HYDRAULIC REFERENCE 37 TO 54 HEAD 37 27.2 1M" 0 0 8'0" 4.0 fps 23.6 23.6 23.6 0.49 gpm/sq ft 1.673" 0 0 0" 0.033 0.3 0.0 0.0 K= 5.60 27.2 100 TL 0 8'0" 0" 0.0 23.6 23.6 HEAD 38 27.1 1M" 0 0 8'0" 8.0 fps 23.9 23.9 23.4 0.48 gpm/sq ft 1.673" 0 0 0" 0.119 1.0 0.4 0.0 K= 5.60 54.3 100 TL 0 8'0" 0" 0.0 23.4 23.4 HEAD 39 27.3 1M" 0 0 8'0" 12.0 fps 24.8 24.8 23.9 0.49 gpm/sq ft 1.673" 0 0 0" 0.253 2.0 1.0 0.0 K= 5.60 81.7 100 TL 0 8'0" 0" 0.0 23.9 23.9 CONTINUED 26.8 psi EXODUS Drawing Date:9/28/00 10/ 4/00 8:37 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 8 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 37 TO 54 CONTINUED HEAD 40 28.1 1M" 0 0 1'8" 16.2 fps 26.8 26.8 25.1 0.50 gpm/sq ft 1.673" 1 0 5'9" 0.438 3.2 1.7 0.0 K= 5.60 109.7 100 TL 0 7'5" 0" 0.0 25.1 25.1 REF 54 109.7 gpm PATH 10 K= 20.00 30.1 psi PATH 11 FROM HYDRAULIC REFERENCE 45 TO B2 HEAD 45 31.8 1M" 1 0 33'8" 4.7 fps 32.2 32.2 32.2 0.40 gpm/sq ft 1.673" 1 0 8'7" 0.044 1.9 0.0 0.0 K= 5.60 31.8 100 TL 0 42'3" 0" 0.0 32.2 32.2 REF 53 2" 0 0 1'4" 2.9 fps 34.1 2.140" 1 0 7'2" 0.013 0.1 31.8 100 TL 0 8'6" 1'4" 0.6 REF B1 4" 0 0 5'0" 0.7 fps 34.8 4.352" 0 0 0" 0.000 0.0 31.8 100 SF 0 5'0" 0" 0.0 REF B2 31.8 gpm PATH 11 K= 5.39 34.8 psi PRESSURE PSI GPM 175= 170 165 160 155 150 _ 145f 140 130 125 120 135- WATER FLOW 160 �r-1800 STATIC, GPM F INFO 112 RESID OWING UAL 115 110 105 100 90 80 70 6o 50 95 85 75 65 A 55 45= 40 E. 35: 30 25 y 15: 5- 0 20 10 11111 1111 1111 1 1 1 1 1 I I I 11 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N1.85 Scale 8 r. 200 400 600 800 1000 1200 1400 1800 1800 2000 WATER SUPPLY GRAPH ,\ SYSTEM DEMAND IN i i/ /' / i ` // / , / / / / / / / SITE PLAN SCALE: -1" = 10' GENERATOR ROOM 1660.2 GPM ® 112.6 PSI 500 GPM HOSE INCLUDED HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 80 UPRIGHT BRASS 212' 5.60 1/2' 1/2 STAR SGQR GENF_RAL NOTES 1.) FOREMAN: SITE PLAN is shown for reference only. Underground Mains and Fire Service connection, etc ahead of "START HERE" location, are to be provided under separate contract; and are by others. All underground is assumed to be complete and in accordance with NFPA #13, #24, NFC, & all state and local requirements. DO NOT connect to, nor allow connection of, this work by Others, prior to receiving a copy of the properly "signed—off" Flush & Test Ce,-tificate. 2.) All Devices & equipment for Fire Protection Service are to be new, U.L. Listed and (or) acceptable to the city of Seattle. Installation and workmanship will comply with device & equipment listings, and conform to generally accepted industrystandards for Fire Protection Systems. 3.) Electrical work, and equipment, including any alarm systems & central station signalling, is to be provided (by Others) under separate Specification and Permit. 4.) Building design & construction are ouiside of the scope and responsibility of this Specification Section. It is therefore assumed that the structure is designed to support any general &/or specific loading necessitated by the installation of the system shown on these plans. Further, any engineering analysis &/or building component reinforcement or testing, (either required or desired) for the NFPA approved methods is to be provided by Others. 5.) Wet pipe & Dry pipe Systems are to be installed throughout the areas as shown. The owner is to be responsible for the maintenance of adequate heat &/or protection from any possible freezing of the Fire Protection Equipement. 6.) 2" & smaller pipe is to be threaded light—wall Steel Sprinkler Pipe "BLT" or EQ. with black screwed C.I., &/or welded outlets (175#) & grooved or plain fittings. 2 1/2" & larger pipe is to be "Dyna Flow" Thin Wall black steel pipe, with grooved or weld flange fittings (`75#), welded outlets & grooved couplings. Typically, rigid grooved cplgs are to be used on all Main piping. Grooves in BLT, and TW pipe are to be rolled, not cut. 7.) Hanger locations are to be in accordance with NFPA #13-91, Sec. 4-5.2 & A-4-5.2.2.1 through A-4-5.2.3.4, and are generally 10ft or 12ft on center. 8.) Seismic sway bracing size & fasteners are to be in accordance with NFPA #13-91, Sec. 4-5.4.3.5 and associated Tables. 8.) This system is designed to conform to NFPA 13, 14, and City of Tukwila requirements as modified by project agreements. BUNKER DRAWING INDEX FP1.0 FP1.1 FP3.0 SITE PLAN PLAN BUILDING SECTIONS DETAILS Set Parallel to MAIN, O 45' to 60' off vertical plane. (Orientation: B & E) Set Perpendicular to MAIN, O 45' to 60' off vertical plane. (Orientation: B & E) (1) each: Lat & Lg Brace, O 45'. to 60'. offvertical plane. (Orientation: B & E) All pipe used for ` Bracing is to be 1', sch'I 40, bik steel; for lengths of 7'-0' or Tess. 1 1/4" for lenghts to 9'-0' Fasten to structure with 1/2' Anchor Bolt (thru 6" Pipe); or 5/8' Anchor Bolt (for 8' Pipe) 4' & smaller Pipe = 40'x 80' spacing (max.) 6' Pipe = 25'x 50' spacing (max.) & 8' Pipe = 30'x 60' spacing (max.) NFPA #13, 1991 Edition 80 HEADS Fig. 910 - (Typical) Fig. 4A Longitudinal Brace (2 -Way) Leaf Spring TOLCO, INC. UL Fig. 1000 Fast Clamp installations. U.L. listed, with Fig. 910 or Fig. 975 (non -swivel). Leaf Spring configuration before nuts are tightened. Fig. 1000 Fast Clamp Lateral Sway Brace, (2 -Way) NOTE! To assure minimum required torque- tighten hex nuts until Leaf Spring is flat. Fig. 1000 Fast Clamp Riser Brace (4 -Way) (Riser) Fig. 1000 Fast Clamp (Leaf Spring shown flat) Maintain shortest possible distance between center lines. SEISMIC (SWAY) BRACING v DA A TYPICAL NO As recommended by Mf gr HANGERS SCALE FOR PIPE 1' TO 4' 1 -- 3/8' HILTI 'HDI' DROP-IN ANCHOR 1 -- LENGTH OF 3/8' A.T.R. (FOR 1 ' OR w '0 1 -- PIPE HANGER RING HETI "HDI'' ANCHORS HANGER NOTE: ALL HANGERS TO BE PER NFPA 13. ALL HANGERS ON ALL FLOORS TO BE MAX 3'-0" FROM END HEAD, 12'-0" MAX BETWEEN ALL HANGERS. EACH PIECE OF PIPE TO HAVE AT LEAST ONE HANGER. 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (2(6) 762-3311 1419 N.E. LOMBARD PLACE PORTLANDIOR. 97211 (503) 285-6383 EXODUS GENERATOR BUNKER NO. DATE DESCRIPTION REVISIONS: McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: T EASTON DRAWN BY: T EASTON CHECKED BY: PROJECT NUMBER: 496a DATE: 9/28/00 SCALE: SEE DRAWING PROJECT TITLE: EXODUS /z2O1 78 SHEET TITLE: GENERATOR BUNKER SITE FIRE PROTECTION PLAN SHEET NUMBER: 7-1@MET5Er I OCT - 5 2000 N) 112 11 I 2 112 ® 7-0 8-0 8-0 112 7-0 112 8-0 112 8-0 Q V�� 112 r.Q N /1-812 O N ®112 n 112 . ^® 6-312 8-0 SOUND CNAM5ER 0 0 23' O"® 7,0® 112 6-312 417 112 8-0 112 8-0 0 N 112 8-0 0 \s -o 112 o 112\0 6-0 0 ,112 0 112\0 8-0 6-0 7, 1 N N I -4- -0 112®\ 0 /8-0 1 2 SOUND CHAMBER r. N C-9 UP TO S( SEE SECT SOUND CHAMBER LEVEL SCALE: 3/16" = 1'-0" UND CHAMBER ON A REMOTE AREA .30/2745 (ENTIRE SYSTEM DEMAND: 1660.2 GPM © 112.6 PSI SAFETY PRESSURE = 6.0 PSI OOM) .1.2." —812 r---�11 N r 1"4") 0 411'4" O _ O 0 5I -10F) AREA \./ 0 O 4_ 8-0 8-0 0 0 411'4" O" 0 (.1 0.H. COILING DOOR • 112 7-0 i8-0 111 12 8- 6 112 n 112 n 112 6-312 � O 7-0 8-0 8-0 11� <°'� 11�1� X112 8-0 8-6 ( 8 1 CD Q13&*-�r 7C /1-811 4 4 0 1 ®\12r. 0 112 O 0 1 2 6-312 Ds UP TO SOUND CHAMBER SEE SECTION B 8-0 8-0 4-- 31-10 1 12 1 12 7 8-0 0 0 O 11111111I 112 1►`~. 33-3 112 112 12 6-312\11232 . 8-0 (1'Nct_ 71-812 /� r-- 112 X 8-0 8-0.--b6-312 cy Ds o "---'7'-1T2--X1 2 8-0 30) (29, 38) 6-0 X (28, 112 0 \ 11 2 8 -0.r, -,Tr-- 8-0 112 LEAD-IN AND RISER ASSEMBLY SEE DETAILS SHEET FP3.0 FDC 8-0 0 \2 8-0 RI NV= PI AN 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 EXODUS GENERATOR BUNKER NO. DATE DESCRIPTION REVISIONS: McKINS1RY DIVISION: FIRE PROTECTION DESIGNED BY: T EASTON DRAWN BY: T EASTON CHECKED BY: PROJECT NUMBER: 4/96 DATE 9/27/00 SCALE: SEE DRAWING PROJECT TITLE: EXODUS SHEET TITLE: GENERATOR BUNKER IRE SPRINKLER PLAN SHEET NUMBER: FP1.1 BACKGROUND. XREF: PLOT DAF": DR.MNG 4" CROSS MAIN BRANCH UNE TYP. RISER IPPLE 4" MAIN IQ M� 4 CROSS MAIN v \ \ (//\/ • . ::I/\//�///\//j//\�\/j/j\/jam \ e ` .>' . \\\\\\\\\\\\\\\\\\%\y\\/\\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\/\/\/\//\//\//\//\//\//\//\/\//////////////////////////////////\\/\\�j\\��\\�j\\��\\�/\\��\\//\\//\\// r /; • , SECTION B SCALE: 3/16" = 1'-0" a • 1 • ° r S1 --10F AREA +/- S&O SF BOLLARDS PER CODE BOLLARDS PER CODE — 6" SUPPLY —� 0 O.H. COILING - DOOR SP.RINKL'ER. PIPING ON PLY SIDE OF DRY PIPE VALVE • LL REQUIER FREEZE PROTEC110` v J r 111JNU C►i4k4 0000001 w z = J = .I 5 •- z re 51-40P AREA 0 Q 0I RY P1 DETAIL ET MUFFLER/EX1-IAU5T ( / -- MUFFLER/EX-IA T ) 4" CRQSS MAIN' - 4" MAIN1 J ----- ANCH MUFFLER/EX-14145T k E TYP. /GENERATOR ROOM MUFFLER/EXH� t -� -.4 1----->/ \im\l\-.A\rA\ \ \ \ \ \ \ \ \ \ ".""/\/\/>"//\/\/, /\/\/\/\/\/\/\/\/\ \\ \\ \\ \\ N \\ / / \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \\ \/\/\/\/\ //, � \ \\ \\ \\ \\ \ \ \ \\ \ \\ \\ \\ \\ \/\/\/\/\/\/\// /\/\/\/\/\/\/\\ \\ \\ \ y\/\/\/\/\/\/\/\i\i \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ / / /\\ /// / / /// Vii/ i "jj\/\�\\% ,/\ /\/\//jN/N/Nj\/\\\\/N/N/N/N\%\"j/N/N/N/N/N/N/\/N/Nj\/\j\j\/jj\j\1\/\/j\j"\/ \j\j\j\/\///\/\/\/ /\/\//\/\//\/ \/\/\/.\\"( \/\//\(NX/\/\/ e/N,/ \/\/ /\/\/\/N /\/\/\/\/\\ \\\A \, \\ \\ \\\ \\\ \\ \ \A \\ \\ \ 4x2' 22212 FDC DETAIL A SCALE: 1/4" = 1'-0" SOUND CNA ER BEYOND DRAIN 90' W/ BALL VA. & PLUG UP TO SOUND • CHAMBER SECTION A SCALE: 3/16" = 1'-0" TYP. i PT- I Si -10F 4iRE 4 cr TO SYSTEM 000000 DRY PIPE VALVE 1� finr 6" AMES BACKFLOW PREVENTER p,,,:_,,,.."..4 \\i \i \\i \i \i \i \i \; ` \i \\i \/\._\...__\....___ / / S 3RINKLER SDE OF DR REQUIER FR T 4" OUTSIDE W DETAIL B SCALE: 1/4" = 1'-0" TO SYSTEM Y PIPE VALVE 0 /— 6x4 GRVD. OUTLET FOR FDC ■ AIR COMPRESSOR DETAIL C 3'x7' DOOR SPRINKLER PIPING ON SUPPLY SIDE OF DRY PIPE VALVE WILL REQUIER FREEZE PROTECTION. SCALE: 1/4" = 1'-0 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 EXODUS GENERATOR BUNKER NO. DATE DESCRIPTION REVISIONS: Md<INSTRY DIVISION: FIRE PROTECTION DESIGNED BY: T EASTON DRAWN BY: T EASTON CHECKED BY: PROJECT NUMBER: • 'F'& DATE 9/27/00 SCALE: SEE DRAWING PROJECT TITLE: EXODUS SHEET TITLE GENERATOR BUNKER FIRE SPRINKLER PLAN SHEET NUMBER:. BACKGROUND: PLOT DATE: FP3.0 DRAWING FILE: UNIVERSITY OF WASHINGTON 12201 INTL. BLVD. TUKWYILA, WA 98168 FILE COSY FIRE ALARM DETECTION AND CONTROLS EQUIPMENT SUBMITTALS SUBMITTED BY: WESTFIRE COASTAL, INC. 22651 83RD AVENUE SOUTH KENT, WASHINGTON (2O6) 381 3090 DEC -3 2008 Tukwila fire ZC3`I Scope of Work WestFire Coastal INC. will be adding a monitor module to a CRAC unit smoke detector that will be programmed for a supervisory signal. ACCEPTED Without Comment* 0 As Noted In Red Per The Attached Letter i nese plans have beer, Prevention Bureau standards. J ; ta;.c omissions a /K t standards and adequacy o Additions, (x I:=: 'ons r iz.,w,” nt, ;, t ;rt . • atter this date w1 vusi7 trips a Lt..7.�t.�t r > :': F w ?. 'E „e a resubmittal of revised di ewingt €cr m.0 + , nt epproval. Lay The Tukwila Fire rent city dopted the Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. Date' - /0-0 }� By: / S-1 J i uKWILA F IRE DEh'Al t wtiirAts Please call: 575-4407 and give this job No. 0 3-F- 3 and exact address for shut. 'own or restration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. TITILAT ELECTRIC F 900 34th Street, Suite 108 • Seattle, WA 98103 • Ph: 206.633.2811 FAX: 206.374.2128 http://www.Ti'tanElectric.net December 28, 2009 FA Permit for 12201 Tukwila international Blvd Suite 206 & 207: We are going to relocate (1) FA device from suite 206 to Suite 207. The candela rating is 15. If there are any questions please call Larry Fung 206-633-2811 }FT it Comments 0 As Nuted in Red p Per The Attached Letter These plans have: teen reviewed by The Tukwila Fire Prevention Bureed conformance with current City standards. _t' ,s JMDjt:ct to errors and omissions which cio no: all:norize violations of adopted standards ano crr•<.nces. The responsibility for the adequacy of des:gn re ,:s totally with the designer. Additions, deletions or revisions to these drawings after this date will vold this acceptance and will require;;a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:/ -30 061 By: °� f i UKwilA FIRE DEPARTMEhn Please call: 575.4407 and give this job No. 0 9- -- .11,C and exact address for shut. •1)wrn or restoration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. SABEY OFFICE - NEW CONF. RM. 1/4" = ,_�,f� oQ r S4B EY &1/4; LDtbc tt,9 • r77��5'Ttv1 1 IGW BLDG B 122 ‘c. gLiS, SABEY CORP No, Descripli PAID NOV 02 2012 TUKWI.A FIRE a to GUARDIAN SECURITY LIFE AND PROPERTY PROTECTION 1743 Rust Avenue South Seethe, WA 98134 7eL: 296.622.6545 — 1, 40R ACCEPTED If Without Comments As Noted in Red 0 Per The Attached Letter -ti plans have been reviewed by The Tukwila Fire teventlon Bureau for conformance errors � standards. Acceptance is subject omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the any of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Are Prevention Bureau. Date - 5 I By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No., and exact address for shut- down hutdown or restoration approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. REUSE EXISTING WORKSTATIONS NEW HOTEL WS DEMOLISH EXISTING WALL NEW HOTEL WS NEW WALLS TO UIS OF CEILING NIH.. V .J 1 R.! NII 1 161 • N �.. NEW DOOR AND. RE ITE TO C EXISTING DEMOLISH H EXIST*I G WALL NEW WALLS TO UES OF CEILING TUKWILA FIRE DEPARTMENT' Please call 206-575-4407 and 71—NEV) give this Fire Permit No. PAR a- S - Z,53 ,f and exact c dress for shut- down or restoration approval. ` N PA 42 A6 OFFI OFFICE 1ARPETAN = BAS ION ARLA DXIMATE 3.615 F • • FIRE SPRINKLER PLAN - LEVEL 4 SCALE: 1/8" = 1.-0" SYMBOL LEGEND P.WAY EARTHOWJ(E BRACE ... f —_HNAY EARTHODAKEBRACE_—._ mommr, HANGER SYMBOL IR SPRINXLERHE,ADTOBERELo.<reD •ASPRINKLER HEAD TO BE ADDED ®P 1 EXISTING SPRINKLER TORE PLUGGED NO REVISIONS IPTION DATE SPRINKLER LEGEND T ORIF. DESCRIPTION EXISTING EC.PENDENT RELIABLE FIER row + 1/2. MP FINISH CMRICHR CMPJEMR SYMBOL SPRINKLER LEGEND j DRi; DESCRIPTION K 1 TEMP FINISH NO REO APPROVAL: TUKWILA FIRE CONT. NO.: KS1853 DRAWN BY: JIM STEWART ----- ------ SPRK. ON SHEET: 1 SPRK. ON JOB: 1 DATE: DECEMBER 10, 2012 0 PAID DEC I1 2012 27339 TUKWILA FIRE Sx°b- Western States Fire Protection Company 14690 NE 95th AVE , UNIT 101 - REDMOND, WA - 98052 Phone: 425-881-0100 Fax: 425-881-3030 Lic.#: WESTESF136QF ti 16 on SpciA ' ''. 0u86 Dere SABEY CORP. 12201 TUKWILA INTER. BLVD. SEATTLE, WA 98168 LEVEL 4 SHEET FP -01 OF 1 1 OPTED Without Comments p AsNoted inRed p Per The Attached Letter pians have been reviewed by The Tukwila Fire :cion Bureau for conformance with current City rds. Acceptance is subject to errors and -'ins which do not authorize violations of adopted ids and ordinances. The responsibility for the :ar;y of design rests totally with the designer. deletions or revisions to these drawings after L,., wit' void this acceptance and will require a ocrai of revised drawings for subsequent approval• cceptance is subject to field test and inspection by ukwiia Fire Prevention Bureau. E c use of increned3-7 days Cdf ee6ai.d.y : wigi need to ca!12 :-5 5.- 1 F ,. schedi!!e yoursi.le t; -.r: s :s ti minimum Cif48 hoLn.:,.: f i udvc�a ir,'� f F�f � `'� 1 `S i . • � iyou ;Aunt C.an EL, a I. --i , I.1- C ! V k c`rTL S rt-eCc, 0.6Q HEIM 001 52 1 e3 I 04 55 53 3, 00 50 31G 017' .f018 �c Electrical room Telco closet I 10 1 10 2 110 3 110 ,1 10 5 1 10 1 10 7 1 10 8 100!1010 10.111012 10 13 1.54 10.15110101117 1013'10 10110 20110 21 1022 10231102. Lim 1:71- 1—I � I� ®® Nk c1=5 SSP o �J L i -L,77-4 P. 1 E 'N\-\ vw.00a ?tee � c g t>�,� .‘ 4z,eL C.;\-- < \< \J rales 11 • 0 g, 5, to d 0 rD w c C ti 0 a, ; , M 9 14 e j C c c —O tr2_ . , Ce 0/67t) Lia c UL.7 w 7_, IV 16_ PAID SEP 11 2013 TUKWIL.A FIRE -c- lav o v_ /Y2 /Y -2_ s HANGER #1 (140-8 MR 5CH. 40 r BEAM CLAMP 11/ y RETAINING STRAP f r Mit - SEE PLAN FOR LENG111 -1—STEEL BAR JOST O.C. SLWVEL RING HANGER -- HANGER #2 EMT PIPE IN NEW SERVER ROME TO BE REMOVED EXCEPT A5 NOTED /-CONCRETE DECK jCONCRETE DEM( par POWFAs SDI XPAN90N ANCHOR TOLCO 980 SWAY BRACE ATTACHMENT 1' SOS 10 PIPE TOLCO 1001 SWAY BRACE ATTACHMENT TYPICAL LATERAL BRACE 3r POWERS SDI XPAN9d1 ANCHOR TOLCO IL SWAY BRACE ATTACHMENT 10.00 9130 SWAY BRACE ATTACHMENT TYPICAL LONGITUDINAL BRACE NOTE ALL PIPE & SPRINKLERS SHOWN N TWS AREA IS EXISTING, IT IS 910161 FOR REFERENCE PURPOSES ONLY - PIPE SIZES FOR THE NEW MURK IS BASED ON 1H15 PART OF THE SYSTEM ALL PANG FOR PRE -ACTION SYSTEM TO BE GALVANIZED, SCR 10 & 5CH. 40 TOE RAISE MAN AS 11660 0 RE -CVT RISER TIPPLES - C0J 92 Exit 3X7.6 NEW 2' 'SOOcl CPL4 01 3x7.6 I o-• I 5-1 5T100' 1 ,, 5-10 a 10'21 nl N+a� j m i 1 TI:,1 $ER\ERI9009 I 19)0* L., -3x6. -'1i1 • t3 3X8.1 m II ,_,3X6 -,i 11 1 1 I EI as j o -e I o-6 17 o-7 m1 g� G�� ".[irtl :�_r�i},�F:"�. Its 3 "o J, 4 3 P a J E1tlST. 3-6 L 1 / o TO RERAN b TEE r0 REYAN I I Lt LEALE ce YCR ALL PIPING FOR WET SYSTEM TO BE EXAM, SCH. 10 & SOL 40 SPWRIOER DUCT GENERAL NOTES I. ALL WORN R WENN. TO CONFORM TO THE 2010 EDITION OE NRA 13 91 ALL OTHER STATE AND LOCAL CODES O IT SHALL BE THE OPNER5 OESPON0BLITY TO PRO0DE R MAYITAN ADEQUATE HEAT TO 1E9(NT WATER N PIPES ER01 FRE DNO N MEAS PROTECTED BY 11E1 RIPE 5151EM5 AND N ALL ODER PORDOS O ANY OTHER TIPS OF SYSTEM (DRY, DELUGE. PRE -ACRAL ETC.) THAT CONTAIN WATER 1 SIRUCRFAL ADEQUACY OF DE GUIDING TO SUPPORT ME SPINDLIER LIER 51151TH SHALL BE THE 0E0P099BE1TY OE THE OWNER AND / 03 THEM 5IRUCNRAL REPIE3/1TA1NE 4. AIL MATERIAL 81 COKES TO BE NEW, LLL 8S1E0 R F.N. /PERMED 5. ALL HANGER MATERIALS AND SPACING 10 BE ARMED PER NEPA 13 B 5E010 BRACING TO BE PROVIDED PER NEPA 13 A FM. STANDARDS 7. ALL NEW PANG 10 BE HYDROSTATIC/41Y TESTED PER NEPA 13 B ALL PPE TO BE POOPED AS MOMS FOR (MANAGE - NAM 1' 11 10•-0'. GRAMMIES, r 91 10-0' A ALL NW 6 EIECIRICAL 000055 BY MRS 10 ALL ALARM 91 OETECTOT WON 81 EQIPIENT BY O11ER5 11. ALL PAINTING OE PIPE INCLUDING ANY PREPARATIONS WR PAR016. 8Y OTHERS 12. ALL ACCESS PANELS 8Y OTOS 11 ALL PATCHING CP ANY ION 8Y OTHERS DESIGN CRITERIA I. SYSTEM OE90I BASED ON OROPIAIN HAZARD. GROUPE OCCUPANCY 2. MAYNM HEAD SPACNG - 130 50. FT. 3. PPE SWIG IS BASED THE SOW EF 1ME COSMIC PRE -ACTION SISTER ' DUCT R FABRICATION NOTES 1. ALL PPE AND HANGER ',Ammons ARI: SHOW AS 'CIT' LENGTHS 2. ALL PPE Y -r TO BE GALW, 50EQAE 40 NTH STANDARD CLASS 125 CAST NON IMAM F111NG5 ORA TEL/DATA prirJ EXIST 3' DOUBLE INTERLOCK PRE -ACTION RISER - SEE DETAIL EMELT CALCULATED REMOTE AREA .15/3300 50. FT. I� W E N ABBREVIATIONS IIF-ce0BW1E ABODE 8611 ROOK O FC•MOW COMBI41I1E U80WFMK CO Me- COMM N30W0OIOM0FDAM IOC-CBReIIE BBOW BOTT011 OF ORNMIL B OD-CFNIERIE BOON BOTTOM OF DECK 1901- COITEMAS IEEOW BOTTOM O JOSE IOP- GENUINE BBOWBOYTOM OF PUR N BEJ•CBJTER/E BBDW TOP OF MST CO1-CRON.019 DOE.ONODVEONE MO 15)1.09)890490 1TD-ORO8YE0 485E N T.O.EA0T MOIR T -T -THREAD OMEN] HIO.• NOT N OONNCT ILOL-OROOVEO ET(OROOED WIRED OUTLET) P.UL• PPEO.ET PREPPED WELDEDOUREN) SPRINKLER LEGEND SPRINKLER PIPING PLAN WALL 1/9 - T•-0' WATER SUPPLY INFORMATION REVISIONS STAMP OF COMPETENCY SYMBOL MANE MODEL TEMP. FWISH STYLE N.P.T. K+CTR. CANOPY 5LR TOTAL STATIC: NO DATE BY DESCRIPTION O 1)18810 3910( REV 150 MASS UPRIGHTS 1? 5.6 WA 1114400 14 RESgIAL: ROWING: DATE LOCATION PROVIDE:1 U: FIRE PUMP INFORMATION PUMP TYPE: TOTAL NEW SPRINKLERS THIS SHEET: 14 RATED PRESSURE: ' APPROVING AUTHORITIES TOTAL NEW SPRINKLERS THIS PROJECT: 14 RATEDEPM: CITY OF TUKWILA PORTLAND MEDFORD SEATTLE KING RREPROTEC7TQN VIKING AUTOMATIC SPRINKLER COMPANY 3134 FIRST AVENUE SOUTH SEATTLE, WA 98134 PHONE: (206) 622.4658 FAX: (206) 6229319 CONTRACTOR REGISTRATION NO.: V80NAS373NT 3. ALL PIPE 2J' 91 LARGER TO BE GCV. UMW 10 NTH WCTALLICS 'MEOW GROOVED RTIIIBR, LLRO 2e�e �Pwc P r3'9 13- 1 11 fT-0' EXIST. r MRV°. BUTTERFLY VALVE COST. 3' (RV9. _— CHECK VALVE EXST. r CRUD. DELUGE VALVE FOSE 3' ORVD. — BUTTERFLY VALVE 44 it 3 8 EXIST. DOUBLE INTERLOCK PRE—ACTION RISER SOWS: 3/4' - 1-0' Lamm MERMAN POCATe1D AS -BUILT DRAWING BY: CIC CATE1-fl-12 Wane AUTOMATIC SPEW. CO. -WATTLE, WA PROJECT: WOWRACK - SERVER ROOM EXPANSION 12201 Tukwila International Blvd. Seattle, WA 98168 SPRINKLER SHOP DRAWING THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. R IS SUBMITTED IN CONRDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF MING AUTOMATIC SPRINKLER COMPANY. DATE DRAW 9-20-12 DMW1. N: DJC SHEET NUMBER ROM AS NOTED PADECT MAIN WSC-2729 FP1 OF 1 1 CODE INFORM 'ION BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL FIRE CODE 2006 INTERNATIONAL MECHANICAL CODE WASHINGTON STATE AND CITY OF TUKWILA AMENDMENTS TO CODES LISTED ABOVE BUILDING CODE AUTHORITY: CITY OF TUKWILA OCCUPANCY: GROUP B CONSTRUCTION TYPE REINFORCED CONCRETE FIRE PROTECTION: FULL SPRINKLER COVERAGE PER NEPA 13 BUIDLING AREA 60.580 NSF SCOPE OF WORK 1. MD NB& EARLY 51101E DETFLTON ASPIRATOR(VESDA) TM OUGICUT DATA CENTER. ADD MOtOOR MODULES TO 11011IOR THE VESDA 5Y51EL WAIN IRE WILLOW FRE NN61 PANEL. 2. EETAN EWNG NOTIFICATION DOTES N OFFICE AND COMMENCE RO086. R5IOYE OLD WALL MOUNT N 187454TON DEVICES N DATA CEDER AND RELOCATE CABLING TO CONFONI 10 NEW ONCE LOCATIONS AT TIE CELNG. OLD DEVICES HAD A CUtlE 47 DINT' OF 209mo 90 (418 TOTAL). FEW DUCES DRAW 19oma (9548 DEVICE) A60 218 (11548 DEVICE) FOR A TOOL OF 40&no. CURRENT DRAW 6 NOT AFFECTED • 1485 CHANGE MATRIX FIRE ALARM MATRIX OF OPERATION • :MED ALBE51.4T7KM'NL CAUSE 9SC1G ACT5MS SKRY WIM16 X111 ill /Ili § 40 R I iii R 5 6L raidW111S 8 9 87 0 44 87 71 N I I MAUL PALL STAIIRF • • • • 2 AREA SYCE 0E1EC7DR • • • • 3 M1FRROW MORN 101719 ED • • 4 TAMPER W M OFF -I N. • • 5 DIC MNM mum FRNNE • • 6 FRE MANN AC P8808 FAMINE • • 7 TRF MARY MID/LOW BORT • • 6 LP1K CROAT • • 9 MOM PNET 1 • 10 GROAT 9111 • • 71 W91A575811RIE5 • • • 12 ANSA SSST& RIC 1 • • • 13 1ESa4 MEM ACBW • • 14 WSDA 5151EJI NEXT • • ISM.SISTDI YA11dMYf k • • GENERAL NOTES 2. ALL EQUIPMENT SHALL BE U.L LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SEIMCING, TROUBLESHOOTING ETC. 3. CO NOT COATE FROM war RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRO) APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY Si51L195, INC. TEL 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, A 0411006 PMTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DVAATI INS SHALL BE THE 501E FESPONS•NY OF THE DEC1RKA1 CONTRACTOR SHEET IN 4. DETECTORS 5HAL1 NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0' (900mm) F1204 AN NR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REOUNEMEN174 FOR THE FRE ALARM SYSTEM SHALL BE FURN0HED BY THE ELECTRON. CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. ALL FIRE HARM DEVICE MILK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AK ASSOCIATED CONDUITS SHALL BE FURNISHED AND &STALED BY DE 0FC1RICHL CONTRACTOR UNLESS ODE NSE NOTED. REFER TO FRE ALARM SArBDI. LIST 40/OR MOUNTING 0ETA05 FOR ADDLWNAL INFORMATION. 5YB1EM SUPPLIER PROVIDED BACK BOXES SHALL BE 40181005 BY ELECTRICAL CONTRACTOR MESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MWUFACNRER'S INSIRUCTOFS. 8. ALL WIRING, BOATING 067CE5 AND AINUNCATOR PANELS SHALL BE 5UPERV5ED 70 THE PRINCIPAL POINT OF ANNUNCIATION. ME FIRE NARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL ALL INITIATING AND INDICATING DEVICE ORCUI7. 9. NL WRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. AL SPLICED /ARE POSSESSING SHEDS SHALL NAGE 5HEL05 SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. MKT NLD COMMON NI9UNC1001I AND 7 -TAPPING (EXCEPT SLC LOOP) la PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDBILIIY OF NOT LESS THAN 15418 ABODE AMBIENT NOISE LEVELS TESTING SHALL 8E ACr.OMPl51E0 WITH A dB METER 12. ALL DEVICES IN THE ALARM SYSTEM SEAL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE 10)489ED AND INSTALLED BY A SIEMENS AFTIUA7: AND AUTHORIZED SIEMENS DISTRIBUTOR 14. FRE ALARM SYSTEM NS7AL>A710N COMPANY SHALL BE 0.L LISTED (UDS). MSTALIA110N 5WL1 8E N 515(1 COMPLIANCE WITH NEPA LOCAL AND STATE, NEC A6 CONTRACT DRAINING& 16. ALL maw SDK AND ROUTING BY ELECTRICAL 506771670) PER NEC AND NU. 17. DE 1/CP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF GS.5 TECHNICIANS. 18. A SET OF 8SFAIATION AS -BUILT DRAWINGS SHOWING AC71111 CONDUIT AM CONDUCTOR ROUTES SAL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 15. • 0 0 lm HORN/STROBE AND STROBE MOUNTING MOUNTING DETAILS 45 DEEP BOX W/ OPTIONAL 10 RING 4' SOL/ARE DEEP BACK 8071 WITH 15 TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE SHEET DESCRIPTION FA -01 INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPUNG PIPE LAY -OUT LEGEND QUANTITY SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACPI FIRE ALARM CONTROL PANEL AFP -400 NOTIFIER PROVIDED 66' A.F.F. I REL 1 PRE -ACTION RELEASE PANEL FS -250 SIEMENS PROVIDED 66" A.F.F. IVESDAI SOWER DETECTOR VPSVLP-002 w/-120 VESDA -10005 PRO1DED 66' A.F.F. ADDRESSAMANUAL • PULL STATIONBLE 8012-1X NOTIFIER 45 DEEP BOX 48' TO HANDLE w/1 GANG RING ❑M ADDRESSABLE MONITOR MODULE NOTIFIER 45 DEEP BOX FIELD LOCATE 2 R ADDRESSABLE RELAY 188-1 OUTPUT MODULE NOTIFIER 45 DEEP BOX FIELD LOCATE X CEILING MOUNT 111-8tl HORN/STROBE ZN-HMC-FW SIEMENS 45 DEEP BOX BOTTOM OF METAL JOIST 210 FT 4 2 2 CEILING MOUNT % HORN/STROBE ZN-MC-FW SIEMENS 45 DEEP BOX BOTTOM OF METAL JOIST WALL MOUNT El.(1 HORN/STROBE Xctl SETTING ZN-MC-FW SIEMENS 4S DEEP BOX 80' A.F.F. TO BOTTOM WALL MOUNT I]X STROBE Xmc0 SET11N0 VESDA SAMPLING PIPE ZR -MC -FW SIEMENS 45 DEEP BOX 80' as. TO 80770A. 49 VP -P-210 SIEMENS N/A TO STRUCTURE VESDA 90 DEG 1171190 VP -ELS -9D SIEMENS N/A N/A VESDA END CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N/A VESDA TEE FITTING VP -TEE SIEMENS N/A N/A 13 VESDA PIPE COUPUNG VP -COUP SIEMENS N/A N/A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A t, L 1 S i ) P (c, m N ID 0 N m 0 0 05 y 11 0 W F 2 3 WIRE SCHEDULE C_ 11 -N,9 44/ WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D UD UI DATA UNE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNAUNG CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT UNDERGROUND DATA UNDERGROUND INITIATION TWISTED PAIR WITH SHIELD /16 TWO /14 TWO /14 TWISTED PAR /14 TWISTED PAR /18 TWISTED PAIR RATED /18 TWISTED PAIR RATED /18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) 1-) 7011110E0 NEM A009ESSA8LE L i TYPICAL WIRING FOR FMM-1 MONITOR MODULE WIRING DIAGRAMS 4-) 0LTO 11ICNFJE(T ADDRESSABLE ) TYPICAL WIRING FOR FRM-1 CONTROL MODULE MOM FACP. Rn. LIR PREVIOUS x us Vla WIRI F •• HORN S20: et/ VESDA LAY -OUT /f Copyright 2006 by Guardian Security «« CC W I— 6Jc Z aJ W W mro >-omm cn cc()) mZw< Noz3 Q gg ort O5pp Ct LL � 0 INDEX, LEGEND, TY 'CAME: 1/8' DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLM PROVIDED BY: EVERGREEN POWER SYS. \,.100 NUMBER: 5500 / SHEET \ FA -02 fights Reserved ` / [1J 0 COLD AISLE E HOT AISLE H COLD AISLE ELEVATOR LOBBY REMOVE EXISTING DEVICES HOT AISLE t1DQ TEL./DATA ELECTRICAL COLD AISLE HOT AISLE COLD AISLE HOT AISLE COLD AISLE I'.I I HOT AISLE DECK FUTURE CRAG UNIT FUTURE CRAG UNIT e-C--e..ite vJtki SCALE: a" = 1' 4/y Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FAX (206) 628-4990 0 0 0 0 DESCRIPTION W C Z a 0 0 a 0 1- 0 m 0 0 AND REVISED DESIGN Lu 0 2 CC 0 w Z Zai QUI z°30c° r 01 .4,4 J a Q gco po UgoF" 2 „,• <F4' N 0 0°n LLI /\ J '"ALE. 1/8" - 1' 0"1 DRAWN 8Y: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: EVERGREEN POWER SYS ‘,108 NUMBER: 55005j l SHEET FA -02 ACCEPTED IEC WIthout Comments p As Noted in Red p Per The Attached Letter These plans have been reviewed by The Tukwila Fire l rPI/eotion Bureau foT conformance with current C(ty -E*ndards. Acceptance is subject to errors and of afissions which do not authorize violations of adopted ndards and ordinances. The responsibility for the „, ?.guacy of design rests totally with the designer. .,^.,{tions, deletions or revisions to these drawings after this date will oid this acceptance and will require aroval. resubmittal of revised drawings for subsequent Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: —IB _1 3 By: A -1,-,,c11 NOTCE cornoleted, signed, Tukwila Fire Derwtment Pre-test Certificate t+nust be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing TUKWILA FIRE DEPARTMENT Please call 205-575-40.07 and give this iti` Per mit No. and exacta d ess for shut- down or restoraton approval. m 7 • CAD W ACCEPTED T 1L 0 O 'l L: Q, a re Nis 0 - t,J x :v r3 a) 1:3 {.) n ]' «7 E c t -O t: .t, y .as C'ri .a ,- U n, • R . . r 7-1 dO 2 a. .' :tet 'n `2 al *0 0 La o -8 T2) 6.- eg w g H ze CLCD t lij -2 N> c c g L N a a0 N r w r3 E 2i N C�C 1- 0, 7n 0 V) (5 < �'i., i) !i )- R Z a-42 E to 04 a N z- ; 1 113 hpa rn ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PiPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER I HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. 3; "ICICLE" PENDANTS ;,HS2 7Ci!4.3SI 1FT FIRE SPRINKLER PLAN - SABEY CORPORATION SCALE 1/8" = 1•-0' X11 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. © REMOT .15 GP AREA / 1500 SOFT. BRASS I 14.5 3/4" 11-1 1 2" CENTRAL ESLO Thread SYM CNT NAME 8'-1" TEMP 79.9G'M REQUIRED AT 90. PSI MFG. MODEL# ESCUT CONN. Q PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLD RECESSED Thread � Ea Ea EX CVR PEND. CHROME - BOJ = 2,_6" 8.0 3/4" .64 VIKING M (QR) RECESSED Thread 4 EX CVR PEND. 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MT .!!,�!%!■_�II_■■■■II ^ , ■ II . ,. -8 wini .. .. 111.31119WIIPLIES riliSTIII •�=■`� I ��I��JI �- 0_rim �■liiE Ti ^ ,- E 1 0 �LIL. i'1111 :; . _ (-7,--, Ism- a s - -IL - . - I r_.. mon MEM 11 ili�MUM II HIM III • II .1111 ■ak I �_Il_ I II II ' I o © . 2 �IlI � �! 1 2-L, 2 iiL.M ��1i1� ■I�• 0 'i �?�11�,. 0 . m o II . n - ■01 - -10 - 17-11 0 11 6-4 ! •2� 1-6 1 L 5t2 1 `�' 1 " 17-: IIS v ® o �Min � � illi all �■ _t -11=111111111111111111/11 I -.iii 11M1 II NMI= II ,,gmia.M rni •• 11 II ■� 11 ��1■I _I vs.- ■ ..i,.. .imp : r. 2 __ �>__ .imp : ■R � . unip■� - �. __ ,, 23'-10 1/2" I 11'-1 1/2" A L51 I IGNTiNC (1) - 3-LiGNT FUSION JACK CANOPIES 4CK,0 3F3 -SC ("STAIN NICKEL? 3; "ICICLE" PENDANTS ;,HS2 7Ci!4.3SI 1FT FIRE SPRINKLER PLAN - SABEY CORPORATION SCALE 1/8" = 1•-0' X11 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. © 73 UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLD RECESSED Thread P 8 EX CVR PEND. CHROME 155 8.0 3/4" .64 VIKING M (QR) RECESSED Thread 4 EX CVR PEND. CHROME 155 8.0 3/4" .64 VIKING M (QR) RECESSED Thread Gu 1 - PLUGGED HEAD L TUKWILA FiRE DEPARTMENT Please call: 575-4407 and give this job No. oS ©562 and exact address for shut- down or restoration approval. ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. s: Additions, deletions or revisions to these drawings this date will void this,acceptance and will require a resubmittal of revised drawings for.subsequent approval. ik Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 //By: S, z5te((1 ISSUED FOR CONSTRUCTION a BACKGROUND REVISION INFO 0 M N I M PLOT DATE: a 03-23-05 O 0 i=== I a , a 001W Z i- 0 cn uz H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOU1H SEATiLE,WA. 98134 (206) 762-3311 1419 N.E LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: AB / DJ CHECKED BY: RF DATE: 3-23-05 PROJECT: McK. PROJECT NUMBER: TITLE: SABEY CORP FOURTH FLOOR INTERGATE WEST BLDG. 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OPEN OFFICE et, LOUNGE SWITCHES FOR SOUTHERN TRACK AND RECESSED DOWNLIGHTS IIO:f:ab� Lib+Hf:MYIFO%'1xn At00i n.w,vN,N.xf„ri+1'.n.'�1;:..••.VMV wN eMi/d.!:dkaVA:OAVAnHJ::J.MrN",.:'R:.r;'/.oYMfhti:b!'CSL:@81f:1`•t?tYAYA3SiOAVY AWAtiVeM;#1 YNrAYnNw Y.rHx vl wvAY.vl/xNnvN.WI.VAVM•NtNN ' A.NNx> .WAV enY•vMwNMNN,N NwNA'M•N•uAVM..l OPEN OFFICE OFFICE OFFICE WN.NN n N, NM E I�. SWITCH FOR -1 UNDERCA83, FLUORESCENT LIGHTING SWITCHES FOR EAST/WEST TRACK LIGHTING & PENDANT —77YNMw.NlNNr w ,L `'"L "a"w Na Y¢tn. N', d: FYla44taai MEN :i T'ii N.vMNVIINnN'.'FWfaf01'Lr•au/wI<N+v�,:Jl^ 7IAVAVreregiP iMANAVOgelaWAVIVFNItMX:O.OYNA7 INt,VOR lMPRX(HiF`klki`i!{!RS'RMf111WIt r.O. YY/iYdYaYh'Y,M1SV.'rY.MW',W OW,c".M,4 :ik' YAWA'/AWWxNII//NIIANW'I.;VINNIMMoi NAwNMW.CINN,I(Nfrl roeNvithrNnYNMvnN• rlfwWnvAF GMwNF. NN M' AWN eratl I i %n.rw rmNx Iu�ws�a vYF WIrxMN,Yn•nwINMYn' TEL. 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', i � nN.w� w• N wNQ u;�• "a`3}' '10.: i.ka.,.tt0.Y. ..ani rFf.!J x 14�U' .n'.C4 ":"F:t":V:]..aa•�(•t..aa:.;� �iY.<.. t�Y.r,..`� A rYd N •�` I 4_ • �Mt,.a.NY.wH,INA �«uwux«v Ni4F, a x STORAGE OPEN OFFICE V V ««AYa»>xww" NMAwM..Nn~Mw.ww,.wMwM .we._, STAIRWAY E.EC. ROOM v.N1NAxMJHC'rOANW.n 1 a. r rawwiab:.narrow+u<rxk4wsleer+twlYAKKW>»>x>w»:� L�•i 1:e1•+.»1 NYn,VJr•N„InwlnYN,NY.NN•AYNmw.vMVAVInwNlnw.vrrn•OM,WIn`•NIxANYAV N J•$/( nMv REP. COFFEE STORAGE InimapAY 4,4 LOCATION FOR FURNITURE SYSTEM POWER POLES 0 CONE rin .14 OFFICE NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to comMencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. CCE ED Without Comments A7; Noted In Red Per The Attached Letter These plans have bc.i)on reviewed by The Tukwila Fire Prevention Bureau fei c:-..,r4c.Irrnance with current citY ( omissions Nivhi::2c, .:.-.• ncltaw,:hol;:.:,? violations of adopted resubmittal of i.i::-.,. ,..-.i ,ji.aiirigs for subsequent approval. Final acceptance is subject to field test and inspection by The TukWilalire Pr ,vention Bureau. 7. OFFICE OFFICE Fo rtczNi- 0\ • Ett.........,...0.1.80/..M.X.itmovr...X. OFFICT PAID AUG 3 0 2.005 Tukwila Fire BEN ARCHITECTURE CONSULTANTS REVISIONS 01/25/0S PERMIT ISSUE ISSUE DATE All drawings and written material appearing herein constitutc the originol and unpublished work of the Sabey Corporotior and the same may not be duplicated, used or disclosec without the written concent of the Sabey Corporation SABEY CORPORA TION FOURTH FLOOR INTERGATE WEST BLDG, B DRAWING TIRE; POWER/TEL1DATA PLAi PROGRESS DATE: FILE: PROJECT NUMBER: DRAWN BY: THERESA WOOD CHECKED BY; CHRISTINE PAGE APPROVED BY: DRAWING NUMBER: A-134 x 3'11 9 v v! EXISTING CROSSMAIN 3011 313 l M2 COLD ISLE COLD ISLE 1%% 0.-44 I; COLD ISLE COLD ISLE LOW POINT DRAIN TIE IN HERE i` • SITE MAP NTS 3RD FLOOR GENERAL NOTES! 1. LOW POINT DRAIN PROVIDED PER CODE. 2. ALL HANGERS TO BE TOP BEAM CLAMP WITH RETAINER STRAP. 3. LINE PIPING SHALL BE SCH.40 SPRINKLER PIPE WITH THREADED ENDS, AND THREADED FITTINGS. 4. SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 5. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F.M. APPROVED. 6. PROJECT IS TO ADD UPRIGHT HEADS TO COLD ISLES UNDER NEWLY ADDED SHEET METAL THAT COVERS COLD ISLE. 7. SUITE HAS AN EXISTING PRE -ACTION SYSTEM. 8. STRUCTURE IS STEEL CONSTRUCTION. 9. TIE IN WILL BE ON EXISTING 2 1/2" CROSSMAIN WITH GROOVED TEE. 10. PIPE SIZE TO MATCH EXISTING PIPE SIZING. SABEY BUILDING 12201 TUKWILA INTL BLVD TUKWILA, WA 98168 SCALE: 1 /8" = 1'-0" Top Beam C -Clamp with Retaining Strap (Joist) Retaining Shap` Steal 46eem or Bar Joist Top Beam C -Clamp with Leek Nut All /-- ThRodad / Swivel Ring HANGER DETAIL AREA OF W UnistruVTop Beam C -Clamps Inverted Retaining Slrap__\ Retaining Strap—' Top Beam Clamp To�of Boom or r ois 1.5"xl.5' Unistrul Header Pipe Swivel Ri HANGER DETAIL All Thread Rad with Spring Nul UNiSTRIJT WITH TOP BEAM CLAMPS W/ RETAINER STRAPS SHEET METAL ---STEEL BAR JOIST EXISTING BRANCHLINE EXISTING CROSSMAIN ._-----UPRIGHT HEAD NEW BRANCHLINE COLD ISLE £ t ( St SERVER UNITS SECTION VIEW A NTS NOTICE Weld stamps must be inspected before pipe is hung. floiat. paint piping prior to hydrostatic test approval. ACCEPT E o Without Comments D As Noted in Red V" Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will vold this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by' The Tukwila Fire Prevention Bureau. Date: / (A —09 By: AIM fb LA FtRh i:itt'M I VitN► Please call: 575-4407 and give this job No. .09i -S-011). and exact address for shut. town or restoration approval) Legend Revisions Sprinkler Legend Symbol Description Revision No. Description Symbo' Manufacturer Model K Factor Degree Qty. 2 WAY EQ BRACE 0 GLOBE GL5615 QR BRASS UPRIGHTS 5.6 200 16 4 WAY EQ BRACE 0 RIGID GROOVED COUPLING 0 FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING 0 EXISTING SPRINKLER PIPING HANGER LOCATION CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S90605 Date: JUNE 2009 PA1 ,JUN 12 2009 Tukwiyteor Reliance Fire Protection Inc., PO Box 428 Preston, WA 98050 Fax: (206) 682-6744 e-mail:jim@reliancefire.com Tel: (206) 682-6636 Drawn by: Jim Bowlin Approval: TUKWILA FIRE Scale: AS SHOWN SABEY DATA CENTER Fire Sprinkler Plan 12201 TUKWILA INTL BLVD, SUITE 300 TUKWILA, WA 98168 FP 1 of 1 HIEN i-IEAD NPEU- - -. 2dcr ExISTc0 2" eCAtJ(NC II.I E Toi3EPEriotp, C7 ELECrRJ CAL At? EA SOurin ATTi3It1A-lbk. •-i4r%%/J i Pat/ cJe (Low! P014T- MAP -0 r ENTRAL ESLO01.1 9?x,:..n 24 ESLO f,, Extended Coverage Ordinary Hazard Very Extra Large Orifice Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 r, Product Description The Central Model ESLO Very Extra Large Orifice Upright, Pendent and Recessed Pendent Automatic Glass Bulb Sprinklers are specifically designed for Extended Coverage/Ordinary Hazard for all Groups as defined by NFPA 13. The ESLO is Listed for an 18' commodity clearance from the deflector, as standard sprinklers are per NFPA 13. The ESLO pendent is the first extended coverage ordinary hazard sprinkler ever Approved by Factory Mutual. As with any project that requires Factory Mutual Approval, always consult the F.M. Guidelines for their specific requirements. The ESLO provides the maximum in design flexibility as it has a minimum separation of only 8'-0' for upright and 9'-0" for pendent versions and is Listed for flows and pressures associated with 14' x 14' and 16' x 16', as well as 18' x 18' and 20' x 20' spacing. They are intended for use, as all extended coverage sprinklers are, with hydraulically designed systems and using the flows and pressures as shown in this brochure. For the purpose of determining the correct flow and pressure to use in the hydraulic calculations, all spacing is rounded up to the next higher category. For example, 17'-6' x 15'-0' spacing would be calculated at the Listed 18' x 18' flow and pressure. The advantage of the ESLO is the ability to cover large areas, up to 400 square feet, with pressures that compare to W standard sprinklers spaced at their maximum 01130 square feet. For example, the ESLO can cover 18' x 18' spacing or 324 square feet with less pressure than is required with W sprinklers at 130 square feet. (20.0 vs. 21.3) The Model ESLO Sprinkler incorporates a specially designed deflector that provides a much greater area of coverage than standard commercial sprinklers. The two (2) piece recessed escutcheon assembly provides for % of field adjustment. Operation: The glass bulb capsule operating mechanism contains a heat -sensitive liquid that expands upon application of heat. At the rated temperature, the frangible capsule ruptures, thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control the fire. 2 20 F.PI=1, F --�;.allAr/r__ DECK S' -4",4F .� SO -MD itilEkilJATA pri i 2 „ -Euf-ia.LJST- iPLE401.1 Ex LST' liiSPECR e5 "TEST MM. 01111M 2.0'- ZD - o„ O e- 2 /man. dam 1111•11M "S O Technical Data Model: ESLO Style: Upright, Pendent & Recessed Pendent Escutcheon: Model ELO (2 -piece) Recessed gscutcheon Part 4's: 850 - Brush Brass 851 - Bright Chrome 852 - Bright Brass 853 - White 848 - Off White 849 - Black Note: in the recessed position, only the Model ELO (2-plece) Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Wrench Pendent/Upright: Part 81073 ELO/ESLO/ESFR Combination Recessed Pendent: Part 81093 ESLO Offset Orifice Size: 0.70" (17.8 mm) (VELO) K -Factor: 14.5 (207.35) Thread Size: 3/.` N.P.T. (19.1 mm) Temperature Rating: 155°F/68°C Red 200°F/93°C Green 250°F/121°C Blue Installation Limitations: • Unobstructed or non-combustible obstructed construction. • Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater (UL only). • Minimum spacing between upright sprinklers is 8'-0". Minimum spacing between pendent and recessed pendent sprinklers is 9'-0" (UL only). • Maximum ceiling slope is 2` per toot per NFPA 13. • Web member of open web trusses must not exceed 1' maximum dimension. Approvals: U.L., c-UL'F.M., "M.E.A. (466-92-E Vol. II) • Pendent only, not recessed pendent or uprigtt. "Pendent and Recessed Pendent only. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass or chrome plated GENEI'ATOI R'OOM FIRE SPINKLLR ISL -ASI = 1-0.. t1 verage ry rd Glass Decorative Finishes: white or black painted Corrosion -Resistant Coatings: wax, Lead, wax -over -lead (FM only) Escutcheon: brass, chrome plated, white or black painted Length: 23/.` (70 cm) Width: 11/2" (3.80 cm) Weight: 4.2 oz. (120 grams) V it 1t No. 3.4.0 LEC -?Et •, - ICATEch • - /14 p I CATES - Iw1D►CATFS //////////' 11,14 CATES o It.d ICATES CBPPlrilir <, fZ " - I1.1b IcATES OA " - irin►CATES Figure 1 ESLO Extended Coverage Ordinary Hazard Upright Figure 2 ESLO Extended Coverage Ordinary Hazard Pendent Consult the Factory Mutual Guidelines fo. specific Factory Mutual requirements if Factory Mutual Approval is required. Figure 3 ESLO Extended Coverage Ordinary Hazard Recessed Pendent f 1' x 3/4' Reducing Coupling Face of Reducing Coupling 3/a' Mtn. 3/4" Nominal 1 1/8" Max. 2 1/4' Dia. Min. 23/4' Dia. Max. 31/4" Diameter Finished Ceiling Line Model ELO (2 -piece) Recessed Escutcheon Note: Cenrrara Model 65 w 401 escutcheon may be used. when using Centrars Model 65 escutcheon, the lace of the R.C. Is to protrude 1B' 21/16' beyond the finished ceiling line. 4E11 PIPikic, NAKIc E1Z LacA-r'l at.1 t'I PE -1`6 RE Perfo hi Ext T Ci -11b ,o (C\)E. >& r'i ►aKLE SPI2.14 4LER- To 5e teEwc A'cr`e NLS! IP l la teL E 12, . T y= GENERAL NOTES: The existing sprinkler system has been modified to accommodate the construction of a generator room. All changes shall conform to NFPA #13 standards. All materials shall conform to NFPA #13 standards. Piping shall be hung in accordance with NFPA #13 standards. New sprinkler piping shall be pitched to allow for adequate drainage per NFPA #13. Branchlines shall be sloped '/a" per 10'-0". The existing sprinkler heads are Central Model "ESLO- OH" uprights, 155°. Maximum spacing is 20'x 20'. Minimum spacing is 8' between upright sprinkler heads. All new sprinkler heads shall match existing. Modifications to the existing sprinkler system shall be visually inspected by the City of Tukwila Fire Department. 2 U -n Data Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.15 GPM/ft' - NFPA 131991 and later Temperature Rating 155'F/68°C, 200°F/93°C and 250°F/121°C Spacing Between Sprinklers . Maximum Location From Any Wall Typical Hanger Detail Concrete Anchor HILTI HDI Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 7 feet ILTI HDI �Drllled) / / /\ 1\/-� / ^ / '1 N 5 /' \/ 1 / �% 8 feet 38.4 7.0 3/8" All Thread Rod 11111111 ra Concrete e Construction o I 48.6 11.2 Swivel Ring ,/ Pipe ,,�� ' 60.0 17.1 JOB NO. 0 DATE SCALE HIEN i-IEAD NPEU- - -. 2dcr ExISTc0 2" eCAtJ(NC II.I E Toi3EPEriotp, C7 ELECrRJ CAL At? EA SOurin ATTi3It1A-lbk. •-i4r%%/J i Pat/ cJe (Low! P014T- MAP -0 r ENTRAL ESLO01.1 9?x,:..n 24 ESLO f,, Extended Coverage Ordinary Hazard Very Extra Large Orifice Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 r, Product Description The Central Model ESLO Very Extra Large Orifice Upright, Pendent and Recessed Pendent Automatic Glass Bulb Sprinklers are specifically designed for Extended Coverage/Ordinary Hazard for all Groups as defined by NFPA 13. The ESLO is Listed for an 18' commodity clearance from the deflector, as standard sprinklers are per NFPA 13. The ESLO pendent is the first extended coverage ordinary hazard sprinkler ever Approved by Factory Mutual. As with any project that requires Factory Mutual Approval, always consult the F.M. Guidelines for their specific requirements. The ESLO provides the maximum in design flexibility as it has a minimum separation of only 8'-0' for upright and 9'-0" for pendent versions and is Listed for flows and pressures associated with 14' x 14' and 16' x 16', as well as 18' x 18' and 20' x 20' spacing. They are intended for use, as all extended coverage sprinklers are, with hydraulically designed systems and using the flows and pressures as shown in this brochure. For the purpose of determining the correct flow and pressure to use in the hydraulic calculations, all spacing is rounded up to the next higher category. For example, 17'-6' x 15'-0' spacing would be calculated at the Listed 18' x 18' flow and pressure. The advantage of the ESLO is the ability to cover large areas, up to 400 square feet, with pressures that compare to W standard sprinklers spaced at their maximum 01130 square feet. For example, the ESLO can cover 18' x 18' spacing or 324 square feet with less pressure than is required with W sprinklers at 130 square feet. (20.0 vs. 21.3) The Model ESLO Sprinkler incorporates a specially designed deflector that provides a much greater area of coverage than standard commercial sprinklers. The two (2) piece recessed escutcheon assembly provides for % of field adjustment. Operation: The glass bulb capsule operating mechanism contains a heat -sensitive liquid that expands upon application of heat. At the rated temperature, the frangible capsule ruptures, thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control the fire. 2 20 F.PI=1, F --�;.allAr/r__ DECK S' -4",4F .� SO -MD itilEkilJATA pri i 2 „ -Euf-ia.LJST- iPLE401.1 Ex LST' liiSPECR e5 "TEST MM. 01111M 2.0'- ZD - o„ O e- 2 /man. dam 1111•11M "S O Technical Data Model: ESLO Style: Upright, Pendent & Recessed Pendent Escutcheon: Model ELO (2 -piece) Recessed gscutcheon Part 4's: 850 - Brush Brass 851 - Bright Chrome 852 - Bright Brass 853 - White 848 - Off White 849 - Black Note: in the recessed position, only the Model ELO (2-plece) Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Wrench Pendent/Upright: Part 81073 ELO/ESLO/ESFR Combination Recessed Pendent: Part 81093 ESLO Offset Orifice Size: 0.70" (17.8 mm) (VELO) K -Factor: 14.5 (207.35) Thread Size: 3/.` N.P.T. (19.1 mm) Temperature Rating: 155°F/68°C Red 200°F/93°C Green 250°F/121°C Blue Installation Limitations: • Unobstructed or non-combustible obstructed construction. • Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater (UL only). • Minimum spacing between upright sprinklers is 8'-0". Minimum spacing between pendent and recessed pendent sprinklers is 9'-0" (UL only). • Maximum ceiling slope is 2` per toot per NFPA 13. • Web member of open web trusses must not exceed 1' maximum dimension. Approvals: U.L., c-UL'F.M., "M.E.A. (466-92-E Vol. II) • Pendent only, not recessed pendent or uprigtt. "Pendent and Recessed Pendent only. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass or chrome plated GENEI'ATOI R'OOM FIRE SPINKLLR ISL -ASI = 1-0.. t1 verage ry rd Glass Decorative Finishes: white or black painted Corrosion -Resistant Coatings: wax, Lead, wax -over -lead (FM only) Escutcheon: brass, chrome plated, white or black painted Length: 23/.` (70 cm) Width: 11/2" (3.80 cm) Weight: 4.2 oz. (120 grams) V it 1t No. 3.4.0 LEC -?Et •, - ICATEch • - /14 p I CATES - Iw1D►CATFS //////////' 11,14 CATES o It.d ICATES CBPPlrilir <, fZ " - I1.1b IcATES OA " - irin►CATES Figure 1 ESLO Extended Coverage Ordinary Hazard Upright Figure 2 ESLO Extended Coverage Ordinary Hazard Pendent Consult the Factory Mutual Guidelines fo. specific Factory Mutual requirements if Factory Mutual Approval is required. Figure 3 ESLO Extended Coverage Ordinary Hazard Recessed Pendent f 1' x 3/4' Reducing Coupling Face of Reducing Coupling 3/a' Mtn. 3/4" Nominal 1 1/8" Max. 2 1/4' Dia. Min. 23/4' Dia. Max. 31/4" Diameter Finished Ceiling Line Model ELO (2 -piece) Recessed Escutcheon Note: Cenrrara Model 65 w 401 escutcheon may be used. when using Centrars Model 65 escutcheon, the lace of the R.C. Is to protrude 1B' 21/16' beyond the finished ceiling line. 4E11 PIPikic, NAKIc E1Z LacA-r'l at.1 t'I PE -1`6 RE Perfo hi Ext T Ci -11b ,o (C\)E. >& r'i ►aKLE SPI2.14 4LER- To 5e teEwc A'cr`e NLS! IP l la teL E 12, . T y= GENERAL NOTES: The existing sprinkler system has been modified to accommodate the construction of a generator room. All changes shall conform to NFPA #13 standards. All materials shall conform to NFPA #13 standards. Piping shall be hung in accordance with NFPA #13 standards. New sprinkler piping shall be pitched to allow for adequate drainage per NFPA #13. Branchlines shall be sloped '/a" per 10'-0". The existing sprinkler heads are Central Model "ESLO- OH" uprights, 155°. Maximum spacing is 20'x 20'. Minimum spacing is 8' between upright sprinkler heads. All new sprinkler heads shall match existing. Modifications to the existing sprinkler system shall be visually inspected by the City of Tukwila Fire Department. 2 U -n Data Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.15 GPM/ft' - NFPA 131991 and later Temperature Rating 155'F/68°C, 200°F/93°C and 250°F/121°C Spacing Between Sprinklers . Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 7 feet 29.4. 4.1 16 x 16 feet (256 sq. ft) 8 feet 38.4 7.0 18 x 18 feet (324 sq. ft.) 9 feet 48.6 11.2 20 x 20 feet (400 sq. ft.) 10 feet 60.0 17.1 Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.16 GPM/tt' - NFPA 13 1989 and earlier Temperature Rating 155'F/68°C, 200°F/93'C and 250'F/121°C Spacing Between Sprinklers Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 7 feet 31.4 4.7 16 x 16 feet (256 sq. ft.) 8 feet 41.0 8.0 18 x 18 feet (324 sq. ft.) 9 feet 51.8 12.8 20 x 20 feet (400 sq. ft.) 10 feet 64.0 19.5 Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.19 GPM/ft, - NFPA 13 1989 and earlier Temperature Rating 155'F/68°C, 200'F/93°C and 250'F/121°C Spacing Between Sprinklers Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 16 x 16 feet (256 sq. ft.) 18 x 18 feet (324 sq. ft.) 20 x 20 feet (400 sq. ft.) 7 feet 8 feet 9 feet 10 feet 37.2 48.6 61.6 76.0 6.6 11.2 18.0 27.5 Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.20 GPM/ft, - NFPA 131991 and later Temperature Rating 155'F/68°C, 200°F/93°C and 250°F/121°C Spacing Between Sprinklers Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 7 feet 39.2 7.3 16 x 16 feet (256 sq. ft.) 8 feet 51.2 12.5 18 x 18 feet (324 sq. ft.) 9 feet 64.8 20.0 20 x 20 feet (400 sq. ft.) 10 feet 80.0 30.4 Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.21 GPM/ft, - NFPA 131989 end earlier Temperature Rating 155°F/68°C, 200°F/93°C and 2500F/121°C Spacing Between Sprinklers Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 14 x 14 feet (196 sq. ft.) 7 feet 41.2 8.1 16 x 16 feet (256 sq. ft.) 8 feet 53.8 13.8 18 x 18 feet (324 sq. ft.) 9 feet 68.0 22.0 20 x 20 feet (400 sq. ft.) 10 feet 84.0 33.6 Caution: Minimum spacing between upright sprinklers is 8'-0". Minimum spacing between pendent or recessed pendent sprinklers is 9'•0". 3 Installation All Central Model ESLO Upright, Pendent and Recessed Pendent Automatic Sprinklers must be in- stalled according to the current NFPA 13 Standard and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. For Pendent and Recessed Pendent sprinklers, the face of the sprinkler fitting should be installed a nominal W (±W) behind the ceiling line. Adjustments are made via the push -on escutcheon. Step 2. Use only a non -hardening pipe joint compound or Teflon' tape. Apply only to the male threads. Step 3. Hand tighten the sprinkler into the fitting. Use a Central Sprinkler Wrench, to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft. -lbs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs, may distort the orifice seal, resulting In leakage. 'Teflon is a trademark of the DuPont Corp. PROJECT LOCATION 12201 INT'L BLVD (99) ft:ma ail TF Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to er ors and omissions which do not authorize violations of adopted I C I N I T Y PLAN standards and ordinances. The responsibility for the V E adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a . resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: bo By: 5 to NO SCALE to H TUKWILA FIRE DEPARTMENT. Please call: 575.4407, and give this job and exact address for shut= down or restoration approve), CONTRACTOR'S LICENSE Lic, # RELIAFP 1041 Reliance Fire rotes O , nc..... ' 500 South Lander Street Seattle, WA. 98134 • Tel: (206) 682-6636. Fax: (206) 682-6744 REVISIONS CUSTOMER: ICC1 CaMil t..IOICAT ()Li S ADDRESS: I ZZO ► I al" L &Jp 1Uf(-LI t L . , i••14*4 ” I (0 8 •' APPROVING AGENCIES PROJECT: .6,,1 Eie 11'a lz Roo r -I - I3Age I J 6 t '.�t2 &GE. ICEMP�t2 /c )-r �/ o t= •'TUKWILA JOB NO. DRAWN BY: DATE SCALE DRAWING NO. 90987 S• ViAs .E.f 3/2/0o 143''; ii -o" OF rp I I Symbols Legend Symbol QTY Description Mounting Manufacturer Part # 13 1 Audible Power Supply Surface Notifier FCPS-24 iIiM FA -2 1 Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SDX-75i 2 2 Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M 1 Intelligent Relay Module 4 Square Deep Notifier CMX-2 C 2 04 11 Horn 2 Gang at 80" to Bottom Wheelock NH -12? -W E2,1 1 Horn with 30cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2430W -FW al 2 Horn with 75cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2475W -FW 8 CEILING Strobe 75cd 2 Gang Wheelock RSS-2475C-FW 75 FA 3 CEILING Strobe 100cd 2 Gang Wheelock RSS-24100C-FW ® 1 Sprinkler Waterflow Switch 1 Supplied by Others ® 1 Sprinkler Tamper Switch # Devices Circuit Amps Circuit Length (ft )( l4awg) Circuit Length (ft )( 12awg) EOL Voltage (14awg) EOL Voltage (i2awg) Supplied by Others (E) Denotes Existing Devices ICG FCPS-24 Level 3 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 8 1 FCPS-24 11 NH -12/24 1 NS -2430W -FR 2 NS -2475W -FR 8 RSS-2475C 3 RSS-24100C 1 DSM -24 Remote Power Supply Sync Horn Sync Horn Strobe 30cd Sync Horn Strobe 75cd Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Dual Sync Module Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.027000 0.121000 0.186000 0.260000 0.300000 0.038000 0.032000 X 24 (Hours) 3.840000 X .083 (5 Mins) 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.032000 0.297000 0.121000 0.372000 2.080000 0.900000 0.038000 0.000000 3.840000 0.768000 0.318720 1.086720 0.326016 1.412736 4.5 Existing MAIN FACP Pacific View Bld. B Battery Calculations Item Qty Part # Description Standby Alarm Total Standby .Total Alarm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 17 18 19 20 21 22 23 24 25 26 27 1 AFP -400 14 MMX -1 11 CMX-2 16 SDX-751 4 DHX-502 9 SDX-551 4 RTS451 12 BGX-101L 3 P241575W 2 P2475W 3 S241575W 1 WM3T-24-FR 1 MB -G10 -24-R 2 MMX -1 1 CMX-? 1 SDX-751 1 Fire Alarm Control Panel Monitor Module Control Module Intelligent Photoelectric Smoke Detector 1p Duct Detector Housing (SDX-551) Intelligent Photoelectric Smoke Detector Remote Test Station Manual Pull Station Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Strobe, 24VDC, 15/75c Weather Proof Strobe (ADA) 10" Motor Bell ICG Tennant Improvement Monitor Module Control Module Intelligent Photoelectric Smoke Detector 1p Standby Current Total = Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided =17AHR 0.170000 0.000200 0.000300 0.000290 0.000200 0.000200 0.000000 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000200 0.000300 0.000290 0.420000 0.000200 0.000300 0.000290 0.000200 0.000200 0.007000 0.000300 0.091000 0.148000 0.066000 0.088000 0.030000 0.000200 0.000300 0.000290 0.167930 X 24 1.350930 X .083 0.170000 0.002800 0.003300 0.004640 0.000800 0.001800 0.000000 0.003600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000400 0.000300 0.000290 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.187930 0.420000 0.002800 0.003300 0.004640 0.000800 0.001800 0.028000 0.003600 0.273000 0.296000 0.198000 0.088000 0.030000 0.000000 0.000000 0.000000 0.000400 0.000300 0.000290 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 1.350930 4.510320 0.112127 4.622447 1.386734 6.009181 NAC Circuit Load & Voltage Drop Calculation APS -1 Level 3 Candella Amps Circuit Number Description 11 12 13 14 Wheelock Horn Strobe NS -2415W -FR I NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 FA -1 ICG TI - 3rd Floor FA -2 Connection Details 1 0 z 2 Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260, 100 0.300 4 2 2 1 1 1 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 Misc NH -12/24-R horn DSM sync mod MB -G10= -24-R wp Bell 0.027 0.030 0.030 3 3 3 2 1 1 # Devices Circuit Amps Circuit Length (ft )( l4awg) Circuit Length (ft )( 12awg) EOL Voltage (14awg) EOL Voltage (i2awg) 8 6 8 5 1.151 0.901 0.904 0.874 150 140 210 170 0 0 0 0 23.09 23.34 23.00 23.22 24.00 24.00 24.00 24.00 GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A TO BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET, OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BELMADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. DEVICE DESIGNATION LEGEND EXAMPLE: NOTIFICATION APPLIANCE CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) N-42 F -CIRCUIT #2 0<1 Sheet Schedule Symbol Description Sheet Number Description 2 16 AWG Solid Fire Rated Conventional (IDC) Circuit FA -0 General Notes, Symbols Legend, Loads, Batt Calcs i FA -1 ICG TI - 3rd Floor FA -2 Connection Details 0 z Wire Legend Symbol Description Type of Circuit A 2 16 AWG Solid Fire Rated Conventional (IDC) Circuit C 2 14 AWG Solid Fire Rated Cable Audible (NAC) Circuit 0 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit TUKWILA FIRE DEPARTM J 1 Please call: 575-4407 and give this job No. fID- and exact address for shut- down or restoration approval. ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: O By: .,/s/ F6E ag5gM272IT t;8""efv 4 u) O N W ce co ce DESCRIPTION Lu ea 0 z 1 4100 200th Street S.W. Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 ICG TI PACIFIC VIEW BLDG B WASHINGTON 12201 PACIFIC HWY SOUTH I. SCALE: AS NOTED PROJECT NUMBER: 688 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 12/28/99 SHEET FA -4 J P 'i 666T 9T =55 :IT 6E 390 PaM I!I1 STORAOi j i3^I EREAK AREA Ir- 14 i O=, IGE 313 BEL O'W C -C 11 N-13 C 1 MECHANICAL / SHAFT ELEG. ROOM 1 306 i'1 5A I E' it 311 Y w REGI, r R AR• ELEG T RIGAL ROOM 305 C N--14 A N414 RELOCATE N-14:'7 C Iv ma tan ItAil WC EQ2 WC CM Ili !1 1,i li 'i; rti----a 111 EXISTING AREA OF rr CONTRACT li MECHANICAL SHA - CN -11 -11 cam- C C -co; )1 o N-13 N-13 1 TRANSMISSION AREA N-13 1 310 4 RELOCAT C 308 N-12 1126/211 C/2 >, I Ma MEI 121 -12 N-12 C f_LEG ROOMJ T 41 N-1 it 11 it it 111 N-12-_----._ N -11 C 00 - LOCATE AREA 1309 Li C N-11 c N-11 N=1 N-12 y N-1 1 • C 1 BELOW DECK 3RD FLOOR PLAN SCALE: 1 /8" = Flag Notes 1 Referance Connection Details for Connections in this Area. 2 Connect to Data Circuit Suppling Lobby Smoke Detector. 3 Relocate and Connect to New NAC Circuit. Wire Existing NAC Circuit Through to Maintain Supervision. 4 Remove Existing Horn Strobe and Replace with Horn in this Location, Connect to New NAC Circuit. Wire Existing NAC Circuit Through to Maintain Supervision. 5 Route Cable to APS -1 6 Detection and System Shutdown Interface Provided by Independent Pre -Action System fA z O O3 wCZ DESCRIPTION 4J 4100 200th Street S.W., Suite 3 Lynnwood, Wo. 98036 FAX (425) 697-2155 TEL (425) 697-2116 ICG TI PACIFIC VIEW BLDG B WASHINGTON J 12201 PACIFIC HWY SOUTH CC J Lry.L-J L.L. LL SCALE: AS NOTED PROJECT NUMBER: 688 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 12/28/99 J SHEET FA -1 \\Derekj\F\Gadd Files\# 688 ICG TI @ PACVIEW B\FA-2.dwg STROBE HORN HORN STROBE (WP) ss STROBE HORN W ~ Z N eNN W Z O O N DSM �r r® }z N O W J Z = Z N Z Z � Z O N N to 0 0 WP = WEATHER-PROOF TO NEXT DEVICE OR EOL HORN STROBE (WP) WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) C 14 s WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) s s ✓ N U i 1- N N DSM J Z O a 0- oZ sz 8 N N n 0 00000 6 AC NEUTRAL 0 Q e + D O 0 =_ 1— 1— o 0 (4w RETURN +) 0 O (4w RETURN —) a O + I +D- D- D 1 0 0 0 0 OUTPUT 2 OUTPUT 3 OUTPUT 3 OUTPUT 4 WP WP = WEATHER-PROOF NOTE: *MIN 2" SPACING BETWEEN ALL BACK BOXES *MOUNT CMX-2 IN SBB BACK BOX *MOUNT DSM IN 4-11/16" BACK BOX WITH EXTENTION RING 3.0 A MAX. PER CIRCUIT 6.0 A TOTAL OUTPUT POWER LIMITED AND SUPERVISED z O 0 AC FAILURE EARTH FAULT BATTERY TROUBLE COLU 14-1 m CO - m DD OC CC CC D31 CONTROL INPUT #1 FROM FACP (IN +) ®-- CONTROL INPUT #1 FROM FACP (IN -) CONTROL INPUT #1 (THROUGH +) CONTROL INPUT #1 (THROUGH -) TROUBLE N.C. CONTROL INPUT #2 FROM FACP (IN/OUT +) CONTROL INPUT #2 FROM ,FACP (IN/OUT -) N "o AUXILLARY OUTPUT (+ 24 VDC) (10 mA MAX) n D M 0 O 0 0 fi0000000 COMMON �J SHIELD - DRAIN TO NEXT DEVICE OR EOL / s PICAL FOPS NOT TO SCALE NOTE: USE ONLY 1 OF 2 KNOCKOUTS IN CABINET BOTTOM 14. - CMX-2 + 9 8 7 47K EOL RESISTOR RELAY BLACK RED FROM FACP C 1 STROBE HORN HORN STROBE (WP) s C 1 C 1 WP = WEATHER-PROOF TO NEXT DEVICE OR EOL 14 TYPICAL STROBE AND HORN/STROBE CONNECTION TO NAC CIRCUIT NOT TO SCALE FROM FACP SHIELD DRAIN I le" TO NEXT DEVICE 47K EOL RESISTOR TYPICAL TAMPER SWITCH/MMX-1 CONNECTION 1 NOT TO SCALE SHIELD DRAIN FROM FACP TO NEXT DEVICE c c MMX -1 9 +8 + 7 _L 0. 47K EOL RESISTOR 2 TYPICAL WATER FLOW SWITCH/MMX-1 CONNECTION NOT TO SCALE SMOKE DETECTOR SDX-751 CPX-751 LPX -751 HEAT DETECTOR FDX -551 R SHIELD DRAIN SHIELD DRAIN B710LP SHIELD DRAIN 6 TYPICAL SMOKE DETECTOR/HEAT DETECTOR CONNECTION NOT TO SCALE tin z 0 (REV. BY:I DESCRIPTION DATE o z ICG TI PACIFIC VIEW BLDG B WASHINGTON J J 12201 PACIFIC HWY SOUTH CC .J w CC LL I SCALE: AS NOTED PROJECT NUMBER: 688 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 12/28/99 SHEET FA -2 THIS DRAWING CONTANS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ZONE 6 PRE ACTION ONLY Electrical or • • i, • 11.......40,4, lir 10 or i%.,ter'%///�i�� t/4 �II!////AO /////AollotefARK.i Ait."1 4)r.:cil C•Ilocat oII 'cote S -or —40 Oc•upied •pa CEILI\G SvO KE DETECTIO\ LAYOUT `L; 1 ' F . NO. DATE BY REVISION 09-30-99 SR CONSTRUCTION DRAWING S 12607 NE WOODINVILLE DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 PAC WEST TELECOM, INC. 122.01 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS CEILING SMOKE DETECTION ENG. BY: SR SCALE: AS NOTED DWG 8Y: GC O 15WC99 DATE: 10-05-99 DWG NO: SHEET 2 OF 5 F v ROOM 104 -200 SYSTEV PIPING ISOMETRIC SCALE: NTS 375# TANK 310# FILL FM ROOM 105 TA\< 1 -200 SYSTEv PIPING ISOMETRIC SCALE: NTS 360' NOZZLE ROOM 104 FM -200 SYSTEM PIPING ISOMETRIC SCALE: NTS �Y 0' 6, NOZZLE 0 0 360' NOZZLE 6 375# TANK 310# FILL 360' NOZZLE h 0 1� ROOM 105 TANK 2 FV -200 SYSTEM PIPI \G ISOVETRIC SCALE: NTS = BILL OF MATERIALS ITEM NUMBER 0 = HYDRAULIC PIPING CALCULATION NODE POINT THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ROOM 105 TANK 3 Fv1-200 SYSTEM PIPING ISOMETRIC SCALE: NTS NO. DATE BY REVISION 1 09-30-99 SR CONSTRUCTION DRAWING F E 12607 NE WOODINVILLE DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 PAC WEST TELECOM, INC. 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS PIPING ISOMETRIC ENG. BY: SR sCALE:AS NOTED DWG BY: 3C DATE: 10-05-99 015WC99 DWG NO: SHEET 3 OF 5 ROOM 105 TANK 4 FM -200 SYSTEM PIPING ISOMETRIC 1`L SCALE: NTS ("! r- c0 360' NOZZLE 6;s 360' NOZZLE "04 7. 360' NOZZLE BATTERY ROOM 107 FM -200 SYSTEM PIPING ISOMETRIC SCALE: NTS _ in 215# TANK 215# FILL .04 360' NOZZLE 10 360' NOZZLE 1 a 1.`o 360' NOZZLE .75" CL. 360' NOZZLE in N 360' NOZZLE COLOCATE #1 FM -200 SYSTEM PIPING ISOMETRIC SCALE: NTS 5 COLOCATE #2 FVI-200 SYSTEM PIPING ISOMETRIC SCALE: NTS = BILL OF MATERIALS ITEM NUMBER Q= HYDRAULIC PIPING CALCULATION NODE POINT THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. MECHANICAL INSTALLATION NOTES 1. Tanks, brackets, piping, nozzles, etc., are to be surface mounted and exposed. Exceptions are: above "drop—in" false ceiling tiles, where specifically shown or labeled on these drawings. 2. Pipe exposed to view will be primer pointed and finished safety red. 3. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 4. Changes in pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securment of WESTFIRE approval to assure proper FM -200 flow and discharge characteristics. 5. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherance to approved installation practices. 6. Materials— A. Pipe: Black or galvanized steel pipe shall be either ASTM A 53 seamless or ERW, grade A or B, or ASTM A-106, grade A,B, or C. B. Fittings : Malleable iron 300 Ib. class suitable for the material being used. Screwed fittings may be of malleble iron 300 Ib. class only — ASTM A-197; ductable iron 300 Ib. only — ASTM A-395; or steel — ASTM A-234. 7. Threaded connections — use Teflon tape and apply to male threads only. 8. All pipe and fittings are to be reamed, blown clear and thoroughly cleaned with appropriate solvent to remove mill varnish, chips, and cutting oil before assembly. 9. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 10. CAUTION: FM -200 tanks must be located within a temperature range of: +32' F to +130' F. Do not locate the FM -200 container where it may be sub jest to damage. 11. All devices and equipment shall be of the make and type listed by U.L. and/or approved by F.M. 12. FM -200 cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. 13. Filling of the tank assembly shall be by a factory authorized, U.L. listed filling station. 14. Nameplates indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 15. Discharge nozzles shall be as computer calculated, if part of an engineered system, or as manufactured, if port of a pre—engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. RAISED FLOOR TOP VIEW 20' 0.0. 1 Sim - MOUNI1NO 1 STRAP • 11 SUPPORT PIPE ON RAISED FLOOR ',TANCHION f—NOZZLE t, FLOOR 'j I SDt VIEW e5-3/4' -*':!;17-1 •' /Ilk—A1kvio t10 . . --owl TYPICAL SUBFLOOR MOUNTED 21 -3/4 TYPICAL MOUNTING DETAIL FOR 70-08 650 POUND STORAGE CONTAINER NOZZLE DETAIL (DIMENSIONS ARE APPROXIMATE) FM -200 PIPING is VIEW 20' OZ. ---1a,--- UNISTRUT MOUNTING STRAP Mill 1 I SUSPENDED CEILING 42-1/2' SID[ VKW . -//"// = AZ .. y �-- 21 s/4' --.I NOZZLEIIIIIIIIIIIP —� 0 0 1 TYPICA MOUNTING DETAIL FOR .�.�� 70-086 TYPICAL CEILING MOUNTED 375 POUND STORAGE CONTAINER NOZZLE DETAIL (aMtNSONs ARE APPROXIMATE) CONTAINER CHANNEL MOUNTING STRAP P1000 UNISTRUTilk TOP VIEW 20• 0.0. [*-- �i MOUNTING STRAP 1 ra1.22. 0.'"20- 1111 ,,,,liel° � m,/#1 Sot MEW 0 r y I 21 3/4"-0.1 \Iiiww—www—wwiti UNISTRUT NUT, BOLT AND WASHER MOUNTING STRAP I WAIL DETAIL TYPICAL MOUNTING DETAIL FOR 70-087 215 POUND STORAGE CONTAINER (DIMENSIONS ARE APPRoxIMATE) NO. DATE BY REVISION 09-30-99 SR CONSTRUCTION DRAWING TFI 12607 NE WOODINVILLE DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 PAC WEST TELECOM, INC. 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS PIPING ISOMETRIC ENG. BY: SR SCALE:AS NOTED DWG BY: GC DATE: 9-30-99 016WC99 DWG NO: SHEET r OF 51 FOR USE FOR CUSTOMER CONTACTS TO BUILDING FIRE ALARM PANEL AT 1ST ALARM TO BUILDING FIRE ALARM PANEL AT TROUBLE ED P42 4 C NC NO rC NC NO RELAY 1 1 RELAY 2 C NC NO RELAY 3 RELAY NO NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 0000000000 VOLTAGE. FI 7.5A FUSE 15A FUSE F2 P1 0+24V 024V OBAT °BAT LJ GND 24V BATT P41 P2 2929 SUPRV. 0 Protection Systems O PRE -ALARM WARNING O FIRE ALARM O SUPERVISORY O TROUBLE RESET ABCD 1 MNOP 4 YZ 7 ALARM SILENCE EFGH 2 QRST 5 SPECIAL 8 OAC POWER O ALARM SILENCE O SUPERVISORY SILENCE O TROUBLE SILENCE ACK IJKL 3 UVWX 6 SPECIAL2 9 SPIECIAL3 ID I D L_1 DRILL F1 F2 F3 ESCAPE STEP (HELP) F4 F5 F6 ENTER 0 T "1 ALARM TROUBLE F3 F5 F4 2A FUSE 2A FUSE 2A FUSE rojj1 SWI Li J J = y_ AUDIBLEQ CIRCUITS 1 P4 4850 4850 RESC) RES AUX° AUX (TYPICAL OF 143) PHOTOELECTRIC SMOKE DETECTORS +24VDC z -o ❑o' -0 n t0 -I + +0 P7 P8 -0 -0 1, +01, NOTIFICATION CIRCUITS ++0 -0 + +O P9 (BLACK) RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY U J I- 3 (YELLOW) 12V/17 AH BATTERY (GREEN) GROUND TO l CABINET STAND -OFT SUPERVISED POWER INPUT 125c4E0 41Z2 208/240V AC @ 2A 12V/17 AH BATTERY CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE (TYP. OF 11) GENERAL ALARM BELL LOCATED ABOVE PANEL 100K E.O.L. J ®0® 00 Z z. _ ? ¢ W Vl U O O Z, Z. N N U FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TRUE CEILING 4" OCTAGONAL BOX OR A 4" PLASTER RING� PLASTER MOUNTING SCREWS DETECTOR HEAD JUNCTION BOX OR PULL BOX FLEXIBLE CONDUIT (MAXIMUM LENGTH OF 6') FALSE CEILING DETECTOR BASE TYPICAL CEILING. MOUNTED DETECTOR DETAIL J _ � y 00000 zz¢m VI O ❑ ^ Z N N H FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) 14131S) S NOI1OV38d PROVIDED BY OTHERS rZ, - - ¢ Pq h ,) ❑ ❑ z N y N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TYPICAL ALL ROOMS 000000 4" ❑ p U Z Z U Z z OU SUPERVISED OUTPUT MODULE (P/N 55 021) 4- 0 ~ U U '-' '6'866 ELECTRICAL INSTALLATION NOTES 1. All installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by the Installation Contractor. Materials for "Wiring By Others" are not supplied by the Installation Contractor. 2. Panels, devices, conduit, boxes, etc. are to be flush mounted and exposed. Exceptions are: above "drop-in" false ceiling tiles and where specifically shown or labeled on these drawings. 3. Exact locations of all equipment to be determined in the field. 4. All wiring must conform with local codes. 5. Detector and audible alarm device circuit polarity must be observed. 6. All detector and audible alarm device circuit wires are supervised. 7. Wiring: Unless otherwise specified by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #14 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #14 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed. 10. For detector layout information, refer to drawing. 11. Release circuit wiring must be in a conduit clone with no other wiring. 12. Smoke detectors shall not be located within 18" of direct air stream from supply air outlets. 13. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 000000 N N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) -1 P1 -n -0 o� R0 O 0 1131SAS NOI13d3dd PROVIDED 1 BY OTHERS Z PREACTION SYSTEM SOLENOID RELEASE 00000 z z (- 5 ¢ o0 In U ❑ ❑ Z. N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TYPICAL ALL ROOMS 000000 d X 0 z Cu N d S z ❑ LJ N sv L SUPERVISED OUTPUT MODULE (P/N 55-021) D O DUAL RELAY MODULE u u 000 + C;4), + 1 1 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ITEM PART NUMBER QTY. DESCRIPTION 1 10-2217-1 1 CHEETAH CONTROL PANEL, 120 VAC 2 10-2190-2 1 12 VOLT, 17AMP HOUR BATTERY PACKAGE (2 REQUIRED) 3 10-2204 2 CRM4 CHEETAH RELAY MODULE, DPDT 4 55-019 24 FAST RESPONSE CONTRACT MONITOR 5 55-021 19 SUPERVISED OUTPUT MODULE 6 55-022 11 SOLENOID/ARM RELEASE MODULE 7 55-023 14 DUAL RELAY MODULE 8 63-1021 143 PHOTOELECTRIC SMOKE DETECTOR 9 10-1638 9 FM -200 SYSTEM MANUAL RELEASE STATION 10 10-1639 9 FM -200 SYSTEM ABORT SWITCH 11 20-110 6 FM -200 SYSTEM 6" ALARM BELL (1ST ALARM) 12 20-098 6 FM -200 SYSTEM HORN/STROBE ALARM (2ND ALARM) 13 20-091 9 FM -200 SYSTEM STROBE WARNING DEVICE (DISCHARGE) 14 10-1832 1 AGENT RELEASE MODULE (ARM) FOR 215# CONTAINER 15 10-1832 4 AGENT RELEASE MODULE (ARM) FOR 375# CONTAINER 16 10-1832 AGENT RELEASE MODULE (ARM) FOR 650# CONTAINER ROOM 102, 103, 104 FM -200 SYSTEM ARM 2.7K E.O.L. +24VDC 000e0000 Z Z I- I- m m J J 0 0 0 ((4 NO 0 Q ¢ > j ¢ ¢ SOLENOID RELEASING MODULE (P/N 55-022) a o z 0 u 0000 TYPICAL ALL ROOMS DISCHARGE STROBE 10K E.O.L. ROOM 105 FM -200 SYSTEM ARM 2.7K E.O.L. + 24VDC 0(2000000 •• ••• 0 0 v❑i N V) v) ¢ ¢ SOLENOID RELEASING MODULE (P/N 55-022) 0 - u u H ti 6"( 000 TYPICAL ALL ROOMS 1ST ALARM BELL 100K E.O.L. 00000 0• 0❑ > > N N Z z > > N Na 5. ❑ SUPERVISED OUTPUT MODULE (P/N 55-021) Vi (4 V! (4 0000 Oo0 z z as>>. N N SUPERVISED OUTPUT MODULE (P/N 55-021) 1- ❑ r- 0 r ^zi N N N Q000 +24VDC BATTERY ROOM FM -200 SYSTEM ARM 2.7K E.O.L. +24VDC 00000000 Z Z r 4 as m J J x x > > x x ¢ ¢ a a SOLENOID RELEASING MODULE (P/N 55-022) 0000N N V) V1 TYPICAL ALL ROOMS 2ND ALARM HORN /STROBE 100K E.O.L. 000000 0 ❑ > > N N Z z va N N SUPERVISED OUTPUT MODULE (P/N 55-021) 0 ~ U U 0090 1 +24VDC 102, 103 TYP. DISCHARGE STROBE 10K E.O.L. +24VDC 000000 Z z av N N SUPERVISED OUTPUT MODULE (P/N 55-021) +24VDC 00000000 X X ❑ O 0N O O Q Q X SOLENOID RELEASING MODULE (P/N 55-022) 0 0 - I-1 u 000 n + ., Ij7 ROOM 105 DISCHARGE STROBE 10K E.O.L. 4- O SUPERVISED OUTPUT MODULE (P/N 55-021) r N (.4 V1 0 V) 0090 (TYP. OF 7) NO. DATE BY REVISION 10-05-99 SR CONSTRUCTION DRAWING ESTFI E C ABTA 12607 NE WOODINVILLE DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 PAC WEST TELECOM, INC. 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS ELECTRICAL SCHEMATIC ENG. BY: SR SCALE: NTS DWG BY: GC DATE: 10-05-99 017WC99 DWG NO: SHEET 5 OF 5 BATTERY CALCULATIONS STANDBY CURRENT ALARM CURRENT ADDRESSABLE DEVICE CURRENT COMM LOOP AUX POWER NOTIFICAITON MODEL QTY CURRENT TOTAL 1. CSC 0.25000 A 0.25000 A FRCM (24 EA) 0.01104 A N/A BELL (9 EA) 0.041 A 0.369 2 SLM 0.07500 A 0.07500 A SOM (29 EA) 0.0608 0.01537 A HORN/STROBE (9 EA) 0.163 A 1.467 3. CRM4 0.00000 A 0.04000 A SRM (9 ARM, 2 SOLE) 0.00297 0.0114 A STROBE , (11 EA) 0.115 1.265 4. COMMUNICAITON LOOP 0.15387 A 0.15387 A R2M (14 EA) 0.0756 N/A 5. AUXILIARY POWER 0.02677 A 0.02677 A PHOTO DETECTOR (143 EA.) 0.0715 A N/A TOTALS 3.101 A 6. NOTIFICATION CIRCUITS 0.00000 A 3.101 A TOTALS 0.15387 A 0.02677 A TOTALS 0.50564 A 3.64664 A HOURS STANDBY 024 HOURS BATTERY DERATING 020 % MINIMUM BATTERY SIZE 14.915095 AMP HOUR STANDBY CAPACITY 12.12536 AMP HOURS MINUTES ALARM 005 MINUTES ALARM CAPACITY 0.3038865 AMP HOURS BATTERY PROVIDED 17.0 AMP HOUR FOR USE FOR CUSTOMER CONTACTS TO BUILDING FIRE ALARM PANEL AT 1ST ALARM TO BUILDING FIRE ALARM PANEL AT TROUBLE ED P42 4 C NC NO rC NC NO RELAY 1 1 RELAY 2 C NC NO RELAY 3 RELAY NO NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 0000000000 VOLTAGE. FI 7.5A FUSE 15A FUSE F2 P1 0+24V 024V OBAT °BAT LJ GND 24V BATT P41 P2 2929 SUPRV. 0 Protection Systems O PRE -ALARM WARNING O FIRE ALARM O SUPERVISORY O TROUBLE RESET ABCD 1 MNOP 4 YZ 7 ALARM SILENCE EFGH 2 QRST 5 SPECIAL 8 OAC POWER O ALARM SILENCE O SUPERVISORY SILENCE O TROUBLE SILENCE ACK IJKL 3 UVWX 6 SPECIAL2 9 SPIECIAL3 ID I D L_1 DRILL F1 F2 F3 ESCAPE STEP (HELP) F4 F5 F6 ENTER 0 T "1 ALARM TROUBLE F3 F5 F4 2A FUSE 2A FUSE 2A FUSE rojj1 SWI Li J J = y_ AUDIBLEQ CIRCUITS 1 P4 4850 4850 RESC) RES AUX° AUX (TYPICAL OF 143) PHOTOELECTRIC SMOKE DETECTORS +24VDC z -o ❑o' -0 n t0 -I + +0 P7 P8 -0 -0 1, +01, NOTIFICATION CIRCUITS ++0 -0 + +O P9 (BLACK) RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY U J I- 3 (YELLOW) 12V/17 AH BATTERY (GREEN) GROUND TO l CABINET STAND -OFT SUPERVISED POWER INPUT 125c4E0 41Z2 208/240V AC @ 2A 12V/17 AH BATTERY CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE (TYP. OF 11) GENERAL ALARM BELL LOCATED ABOVE PANEL 100K E.O.L. J ®0® 00 Z z. _ ? ¢ W Vl U O O Z, Z. N N U FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TRUE CEILING 4" OCTAGONAL BOX OR A 4" PLASTER RING� PLASTER MOUNTING SCREWS DETECTOR HEAD JUNCTION BOX OR PULL BOX FLEXIBLE CONDUIT (MAXIMUM LENGTH OF 6') FALSE CEILING DETECTOR BASE TYPICAL CEILING. MOUNTED DETECTOR DETAIL J _ � y 00000 zz¢m VI O ❑ ^ Z N N H FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) 14131S) S NOI1OV38d PROVIDED BY OTHERS rZ, - - ¢ Pq h ,) ❑ ❑ z N y N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TYPICAL ALL ROOMS 000000 4" ❑ p U Z Z U Z z OU SUPERVISED OUTPUT MODULE (P/N 55 021) 4- 0 ~ U U '-' '6'866 ELECTRICAL INSTALLATION NOTES 1. All installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by the Installation Contractor. Materials for "Wiring By Others" are not supplied by the Installation Contractor. 2. Panels, devices, conduit, boxes, etc. are to be flush mounted and exposed. Exceptions are: above "drop-in" false ceiling tiles and where specifically shown or labeled on these drawings. 3. Exact locations of all equipment to be determined in the field. 4. All wiring must conform with local codes. 5. Detector and audible alarm device circuit polarity must be observed. 6. All detector and audible alarm device circuit wires are supervised. 7. Wiring: Unless otherwise specified by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #14 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #14 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed. 10. For detector layout information, refer to drawing. 11. Release circuit wiring must be in a conduit clone with no other wiring. 12. Smoke detectors shall not be located within 18" of direct air stream from supply air outlets. 13. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 000000 N N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) -1 P1 -n -0 o� R0 O 0 1131SAS NOI13d3dd PROVIDED 1 BY OTHERS Z PREACTION SYSTEM SOLENOID RELEASE 00000 z z (- 5 ¢ o0 In U ❑ ❑ Z. N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) TYPICAL ALL ROOMS 000000 d X 0 z Cu N d S z ❑ LJ N sv L SUPERVISED OUTPUT MODULE (P/N 55-021) D O DUAL RELAY MODULE u u 000 + C;4), + 1 1 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ITEM PART NUMBER QTY. DESCRIPTION 1 10-2217-1 1 CHEETAH CONTROL PANEL, 120 VAC 2 10-2190-2 1 12 VOLT, 17AMP HOUR BATTERY PACKAGE (2 REQUIRED) 3 10-2204 2 CRM4 CHEETAH RELAY MODULE, DPDT 4 55-019 24 FAST RESPONSE CONTRACT MONITOR 5 55-021 19 SUPERVISED OUTPUT MODULE 6 55-022 11 SOLENOID/ARM RELEASE MODULE 7 55-023 14 DUAL RELAY MODULE 8 63-1021 143 PHOTOELECTRIC SMOKE DETECTOR 9 10-1638 9 FM -200 SYSTEM MANUAL RELEASE STATION 10 10-1639 9 FM -200 SYSTEM ABORT SWITCH 11 20-110 6 FM -200 SYSTEM 6" ALARM BELL (1ST ALARM) 12 20-098 6 FM -200 SYSTEM HORN/STROBE ALARM (2ND ALARM) 13 20-091 9 FM -200 SYSTEM STROBE WARNING DEVICE (DISCHARGE) 14 10-1832 1 AGENT RELEASE MODULE (ARM) FOR 215# CONTAINER 15 10-1832 4 AGENT RELEASE MODULE (ARM) FOR 375# CONTAINER 16 10-1832 AGENT RELEASE MODULE (ARM) FOR 650# CONTAINER ROOM 102, 103, 104 FM -200 SYSTEM ARM 2.7K E.O.L. +24VDC 000e0000 Z Z I- I- m m J J 0 0 0 ((4 NO 0 Q ¢ > j ¢ ¢ SOLENOID RELEASING MODULE (P/N 55-022) a o z 0 u 0000 TYPICAL ALL ROOMS DISCHARGE STROBE 10K E.O.L. ROOM 105 FM -200 SYSTEM ARM 2.7K E.O.L. + 24VDC 0(2000000 •• ••• 0 0 v❑i N V) v) ¢ ¢ SOLENOID RELEASING MODULE (P/N 55-022) 0 - u u H ti 6"( 000 TYPICAL ALL ROOMS 1ST ALARM BELL 100K E.O.L. 00000 0• 0❑ > > N N Z z > > N Na 5. ❑ SUPERVISED OUTPUT MODULE (P/N 55-021) Vi (4 V! (4 0000 Oo0 z z as>>. N N SUPERVISED OUTPUT MODULE (P/N 55-021) 1- ❑ r- 0 r ^zi N N N Q000 +24VDC BATTERY ROOM FM -200 SYSTEM ARM 2.7K E.O.L. +24VDC 00000000 Z Z r 4 as m J J x x > > x x ¢ ¢ a a SOLENOID RELEASING MODULE (P/N 55-022) 0000N N V) V1 TYPICAL ALL ROOMS 2ND ALARM HORN /STROBE 100K E.O.L. 000000 0 ❑ > > N N Z z va N N SUPERVISED OUTPUT MODULE (P/N 55-021) 0 ~ U U 0090 1 +24VDC 102, 103 TYP. DISCHARGE STROBE 10K E.O.L. +24VDC 000000 Z z av N N SUPERVISED OUTPUT MODULE (P/N 55-021) +24VDC 00000000 X X ❑ O 0N O O Q Q X SOLENOID RELEASING MODULE (P/N 55-022) 0 0 - I-1 u 000 n + ., Ij7 ROOM 105 DISCHARGE STROBE 10K E.O.L. 4- O SUPERVISED OUTPUT MODULE (P/N 55-021) r N (.4 V1 0 V) 0090 (TYP. OF 7) NO. DATE BY REVISION 10-05-99 SR CONSTRUCTION DRAWING ESTFI E C ABTA 12607 NE WOODINVILLE DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 PAC WEST TELECOM, INC. 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS ELECTRICAL SCHEMATIC ENG. BY: SR SCALE: NTS DWG BY: GC DATE: 10-05-99 017WC99 DWG NO: SHEET 5 OF 5 ;YSTEM DESIGN -SUMMARY ',AS�L . ATED AREA: ?AREA 42CENPUISyI1CH GEAR i&2AR � RR��IH�ARY ECIMF 1 AREA /Mts1.ER 130 SOFT. 04AXI DEFISITY .15 GPM / SQ: FT, AARREEEAAn i • y' TRIP!1950 SOFT. ITS' TE4 • i"1' II t12 1 GPM a 101.37 PSI e �rTY $APPLY IDE HOSE 0 GPM SIDE RI R �SE Z50 MEAD STAR MODEL'SG' UPRIGHT ICE FACTIRt 5.6 . TEM9 RAT} )51 � NOTE: SYSTEM #2 PIE SIZES ARE BASED ON HYDRAULIC CALCULATIONS ESTABLISHED FOR SYSTEM #1. RELOCATE EXISTING 3" CROSS MAIN CLOSER TO riALL. AP EXISTING BRANCHLINES EXISTING SPRINKLERS AND PIPING TO REMAIN, AnessassissitstsisimaahossmassessmassfeL---L- 1" 11-10 • RELOCATE OPEN TO E5ELoW 114" 2-4 1".. 23-4 .taUa- "1 O BT10 7-- ELECTRICAL ROOM 0-1 JANITbR '\ Imo' 1i-'�I 4" QPIPE � 011111111111A=1/04. EW 4"A W/ yieU.R, 3" L11111112 f ON VAI. • S SWIM Milli ELEC. ROAM 1 10-10 2- U M 134" 10-10 t• 1U"N 6-10' 4-11 TRANSMISSION AREA 8-10 1-4 MCC SYSTEM #1 ;REMOTE AREA #2 1 " -10 10-10 1• 9-5 '1-10 t'' fid" 11-7 10-10 TOP BEAM CLAMP ALL THREAD ROD BAR JOIST SWIVEL RING HANGER: SPRINKLER PIPE TYPIPIPE HANGER DETAIL - NOT TG SALE TOP BEAM CLAMP ALL THREAD ROD ill SWIVEL RING HANGER SPRINKLER PIPE BAR JOIST TYP, PIPE HANGER DETAIL NOT T1 SCALE Generql Notes: - , SYSTEM DESIGN SUMMARY CALCULATED AREk AREA i1 acc AAncY' CO UTER SWITCH GEAR KAMM IRDD4ARY MP I AREA / SPRIWLER 130 SOFT. OIAX) DDGSITY 15 GPM / SO FT. AREA IT TIM 1950 SOFT. LEMMAO 7 GIRT R 130.97 PS1 9 CRY SUPPLY I •. HOSE 0 GPM FOSE HA'l ER HEAD STAR E'SG' UPPJGHT • e -ICE 1/2' K FACTOR Sb , TEWERATiRE 155 DEGREE CONCRFTE SLAB DR BEAM • •` • • '. . �• •. a .1 SPRINKLER PIPE EIPANSIDN ANCHOR AIL THREAD ROD 3/8' FOR PIPE UNDER 6' 1. FOR PIPE OVER 6' VEL _RING HANGER TYR PIPE HANGED DETAIL f uR SPi<INXLER PIPE DVEk 2' IN DIA, - NOT TO SCALE. TOP BEAM CLAMP ALL THREAD RPD SWIVEL RING HANGER SPRINKLER P!PE TYP, PIPE HANGER DETAIL - NOT TO SCALE BAR JOIST SYSTEM #1 REMOTE AREA .1 FIG. 910 SVIVEL SWAY ' BRACE FITTIN THIRD FLOOR FIRE BRACE PIPE 1000 - 'FAST CLAMP' SVAY BRACE ATTACI4CNT LATERAL EARTHQUAKE BRACE BRACE PIPE THREADED ONE END FIG. 910 SVIVEL SWAY BRACE FITTIN FIG. 4A PIPE CLAMP 0R SWAY BRACE BRACE PIPE LONGITUDINAL EARTHQUAKE BRACE THREADED BRACE PIPE 114 PROTECTION PLAN f SCALE 1/84•I'-0' 3/8" CORETE ANCHOR PRIGHT SPRINKLER 41.1 FLooR. • Nir/ BAR MIST \-EIRANCHLINE •ALL141ti-4D RD S) HEAD UNDERD'► cT / a.° 2- o• .,.x W/ PLUGGED OUTLET --u.J6g4 ON 11E. /7. 3RD FLOOR (ELEV. 46'-0") SECTION "A" NOT TO SCALE SCOPE: RELIANCE FIRE PROTECTION SHALL PROVIDE LABOR AN' MATERIALS FOR TWO COMPLETE PREACTION SPRINKLER SYSTEMS (XCLUDING DETECTION AND WIRING). AREAS NOT PROTECTED BY NEW PREAC['lON SYSTEMS SHALL BE SPRINKLED BY EXISTING WET PIPE SPRINKLER S` Ta.M. EXISTING PIPING SHALL REMAIN AS NECESSARY. GENERAL NOTES 1. SPRINKLER SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH NFPA #13 FOR AN ORDINARY HAZARD GROU I OCCUPANCY. 2. ALL PIPING SHALL BE HUNG IN ACCORDANCE WITH. NFPA #13. PIPING SHALL BE SLOPED PER NFPA #13 - MAIN 1/4k PER 10'-0" LINES 1/2' PER 10'-0". 3. HANGER MATERIALS SHALL CONFORM TO NEPA STANDARDS. 4. ALL PIPING MATERIALS SHALL CONFORM TO NFPA "TANDARDS. MAINS SHALL BE BLACK SCHEDULE 10. BRANCHLINES SHALL BE BLACK SCHEDULE 40. FITTINGS SHALL BE BL.AICK CAST IRON, VICTAULIC GROOVED OR EQUAL, AND WELDED OUT..ETS. 5. PREACTIONAIRPERNFPA SYSTEMS #13 . SHALL HAVE A MINIMUM Or 7 psi SUPERVISORY 6. SPRINKLER PIPING SHALL BE BRACED FOR SEISMIC ACTIVITY PER NFPA #13. LEGEND ______ 2 WAY EO BRACE • - - •---_ + 4 WAY EQ BRACE _ 'Fin, n RIGID GROOVED COUPUNG -1,-/-2-h ST -A14 UPRIGHT Gt- - - - - - •--- ,.FLEXIBLE GROOVED COUPPUNG ^�~ q v UPRIGHT SPRINKLER ON SPRIG -UP 0 O UPRIGHT SPRINKLER ON TEE W/ PLUG BRZ. 13 INDICATES EXISTING SPRINKLER HEAD - q INDICATES PLUGGED OUTLET _ INDICATES NEW SPRINKLER PIPING ------ ----- INDICATES EXISTING SPRINKLER PIPING 141D 1r-Airr5 NA,IGVZ_ LO CD.Tt O L1 --1- Sprinkler Dead 'Legend Description • Tp rnp. 'Fin, r$ymb. �- C -1,-/-2-h ST -A14 UPRIGHT Gt- - - - - - •--- - .-BRE - ,ReR'd, 1L5 - 0 1/2" STAR UPRIGHT 'SG' 155' BRZ. 13 CEN1'R.A.L "GB" tip42.I61rr /2' 1Ss-° K 4 - 22. RELIANCE FIRE PROTECTION, INC. 500 So. Lander St, Seattle, WA 98134 Tel: (206) 682-6636 Fax: (206) 682-6744 LIC. # RELIAFP102L1 Project: - ICG CO .IIMUNICATI.NS 12201 INTERNATIONAL BLVD. TUKWILA, WA . I PREACTION SYSTEM CAPACITIES YSTEM. #1 Capacity = 294.12 gal , Sprk. Hegds 139 iYSTEM. #2 Capocit r 47.Et4 gal Hegds 7 1. 3" QS&Y VALVE W/ 'CAMPER SWITCH 2. 3" $TAR MODEL "A" PREACTION VALVE 3. PNEUMATIC ACTUATOR 4. EMERGENCY RELEASE STATION 5. PRESSURE SWITCH 6. ��!!l!��..OW AIR SWITCH 7. R FROM AIR COMPRESSOR T SEPARATE AlRRRR MAINTENANCE DEVICE FOR EACH 1"T 8. DRAIN VALVE 9. EMGLO MODEL "Pigs -'?as" 't'A>,1K:MQUNTED AIR COMPRESSOR 3h- SUPPLY IN FROM STANDPIPE 3" OUT To SYSTEM #1--� OUT Td SYSTEM #2-\ G 1 4 3" 3-0 - wce, BS ¶ 1 DISCHARGE TO FLOOR DRAIN T �1 4 -DRAIN MANIFOLD 0 SECTION _ "B" NOT TO SCALE D EP'E Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for.subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: C4)lC7/1'9 By: `�l-milli HPR DEP.AR E.�,-_------ !� l`.. •tact)% ,� �_ i PLC .Ca': SEATTLE WA APPROVED APPROVED IS FOR i,NFC!R,^-1AT;.D ' SHOWN . AND 1S WINGED TO REFLECT ONLY CONDITIC:4S AS RELATED TO THE ACCEPTA'.!LITY FCR INSURANCE. APPROVAL SUSJECT TO: I ck%/ Dated: .. /1, Inspection c ,d e51'S Notify Pig. 48 Hes. in r dv.:r:oe Approved by -....__.__ Date PROJECT LOCATION 12201 INTI BLVD (99)-N TUKWILA FIRE -)EPARTM Please ca 1: ,. X407 E and giv �;1, : ,, and e: �r shut down ... �,.,,..,rQuon approval) HWY 99 (INTI 81 VjgIN(TY PLAN. NO SALE kid 4 i8&c,L( FILE DATE: - • SEPT. 20. 1999 REVISIONS: - OMNI REV. NO. DESCRIPTION DATE Plan Description: THIRD FLOOR FIRE PROTECTION PLAN DRAWN BY: S. WASLEY AUTHORITY: CITY OF TUKWILA/ KEMPER INSURANCE Sht. FP -1 sySTM DESIGN SUMMARY CALCULATED AREAL AREA' #2 OCCUPANCY; COMPUTER SWITCH GEAR HAZARD; O DINARY.GROUP I AREA / SPRINKLER 130 SOFT. (MAX.) DENSITY .13 GPM / SQ. FT. AREA OF OPERATION 1950 SQ,FT. SYSTEM DEDS MADi FLOWING 7181 GPM B 101.37 PSI CITY SUPPLY INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SPRINKLER HEAD SITAR MODEL'SG' UPRIGHT ORIFICE 1/2' K FACTOR 5.6 TEMPERATURE, , 1.p1 ,;gGRf • CB NOTE: SYSTEM #2 PIPE SIZES ARE BASED ON HYDRAULIC CALCULATIONS ESTABLISHED FOR SYSTEM #1. RELOCATE EXISTING 3" CROSS MAIN CLQSER TO WALL. CeD (6 AP EXISTING BRANCHLINES EXISTING SPRINKLERS AND PIPING TO REMAIN, cv 1 Q' '� �� '� lig i' 4i Q �� 11,4 SO2 1" so p I. I' 2-5 To. 7-3 " 9-10 1 STORAGE; ;! Na) clI. r 4 ,Il I' . �� -5 S� 114" �-; 1" \_-� 1 ti rozf7-3 9-10 i, �uo2 I. •'-7 1 /2"-- i. SYSTEM #2 1'/" 11-10 T 1" 1-10 114" 12-4 7M RELOCATE . 1%" 12-4 1" 23-4 , , 1'/" 12-4 u sa 8-10 ELECTRICAL ROOM 41-1 JANITbR WOME 8=10 `' 7 INSTALL 2x1' MECH. TEE ELEC. ROOM 114" 12-4 „ 1" CO - LOCATE AREA 1 1-7 CAP EXISTING 2" MAIN HERE Mos) 8-10 11" 9-3' TRANSMISSION AREA 8-10 1-4 MCC :SYSTEM #1 REMOTE AREA #2 134" 10-10 11 11-0' 4-5 11h" 1',4" 2-234 3-10 11" 10-4 1'/" 8-10 13" 10-10 1v "--' 1A" 1 1/" 8-9' TOP BEAM CLAMP ALL THREAD ROD BAR JOIST SWIVEL RING HANGER SPRINKLER PIPE TYPI PIPE HANGER DETAIL - NOT TO SCALE TOP BEAM CLAMP ALL THREAD ROD SWIVEL RING HANGER SPRINKI_EI2 PIPE BAR J❑IST Tye, PIPE HA\GES To wim',E 7ETAIL SYSTEM DESIGN SUMMARY CALCU.ATED AREA; AREA #1 OCCUPANCY; COMPUTER SWITCH GEAR HAZARD; ORDINARY GROUP I AREAEA�! SPRINKLER 130 SQ.FT. (MAX.) f EAI DE OPERATION 1950 SQ.FT. # HEADS FLOVING 21 SYSTEM DEMAND' 748.22 GPM 8 130.97 PSI e CITY SUPPLY INSIDE 'HOSE 0 GPM S�PROCLER HEAD STAR GPM MODEL'SG' UPRIGHT ORIFICE1/2' KK FACTOR 5.6 TEMPERATI,IRE 155 DEGREE CONCRETE SLAB OR BEAM SPRINKLER PIPE EXPANSION ANCHOR ALL THREAD ROD - 3/8' FOR PIPE UNDER 6' 1/2' FOR PIPE OVER 6' SWIVEL RING HANGER TYP, PIPE HANGER DETAIL FOR SPRINKLER PIPE ❑VER a' IN DIA. - NOT Tp SCALE. PIPE 2' '& 41P `TO' HANG' FROM TOP CHORD 4' MAX FROM PANEL POINT, TGP BEAM CLAMP ALI- THREAD RPD y.,'1' SWIVEL RING HANGER - \- SPRINKLER PIPp TYR. PIPENOT- TO SCALE HA�GE2 DETAIL SYSTEM #1 REMOTE AREA #1 FIG. 910 SWIVEL SWAY ' BRACE FITTIN BRACE PIPE THIRD FLOOR FIRE PROTECTION PLAN FIG. 1000' - 'FAST CLAMP' SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE BRACE PIPE THREADED ONE END FIG. 910 SWIVEL SWAY BRACE FITTING FIG. 4A PIPE LAMP FOR $WAY BRACE t> RACE PIPE LONGITUDINAL EARTHQUAKE BRACE THREADED BRACE PIPE r C19 t w.- - SCALE 1/8'=l' -O' H w/ 3/8" CONCRETE ANCHOR \\/\\IX\ PRIGHT SPRINKLER i NT/ e \\--f3RANCHUNE u 3/8 ALLTt412.5.64, Zoo EAD UNDER DUCT PLUGGED OUTLET ON TETE. 1" 2-0 HA1G \ NA4 Erz >�i 1 3RD FLOOR (ELEV. 46'-0") SECTIO\ „A» ' NOTI Tp SCALE SCOPE: RELIANCE FIRE PROTECTION SHALL PROVIDE LABOR AND MATERIALS FOR TWO COMPLETE PREACTION SPRINKLER SYSTEMS (EXCLUDING DETECTION ANP WIRING). AREAS NOT PROTECTED BY NEW PREACTION SYSTEMS SHALL BE SPRINKLED BY EXISTING WET PIPE SPRINKLER SYSTEM. EXISTING PIPING SHALL REMAIN AS NECESSARY. GENERAL NOTES 1. SPRINKLER SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH NFPA #13 FOR AN ORDINARY HAZARD GROUP I OCCUPANCY. 2. ALL PIPING SHALL BE HUNG IN ACCORDANCE WITH NFPA #13. PIPING SHALL BE SLOPED PER NFPA #13 - MAINS 1/4" PER 10'0" LINES 1/2" PER 10'--Q". 3. HANGER MATERIALS SHALL CONFORM TO NFPA STANDARDS. 4. ALL PIPING MATERIALS SHALL CONFORM TO NFPA STANDARDS. MAINS SHALL BE BLACK SCHEDULE 10, BRANCHLINES SHALL E3E SLACK SCHEDULE 40. FITTINGS SHALL DE SLACK CAST IRON, VICTAULIC GROOVED OR EQUAL, AND WELDED OUTLETS. 5. PREACTION SYSTEMS SHALL HAVE A MINIMUM or 7 ppi SUPERVISQR;Y AIR PER NFPA #13. 6. SPRINKLER PIPING SHALL ESE BRACED FOR SEISMIC ACTIVITY PER NFPA #13. T. LEGFN b -,,- 2 WAY EQ BRACE, , + 4 WAY EQ BRACE . , c' RIGID GROOVED 'COUPLING c 4 PLEXIE;<LE GR00YE0 COUPPLING T' UPRIGHT SPRINKLER ON 5PRIG-UP elTeil UPRIGHT SPRINKLER 'ON TEE W/ PLUG INDICATES EXISTING SPRINKLER NERD 1 ' ,41 4 . , . INDICATES PLUGGED OUTLET. INDICATES NEW SPRINKLER IbIPING ---,-- - --- INDICATES EXISTING SPRINKLER PIPING -4-- 64171 CATE5 0 2 LDC.ATt o1. PREACTION SYSTEM CAPACITIES YSTEM: #1 Capacit = 2Q4.1- gal Sprk. Hegds = 13Q ' YSTpM. #Z Capacit = 47.i gal Sprk. Heads 1. 3" QS&Y VALVE W/ TAMPER SWITCH 2. 3" STAR MODEL "A" PREACTION yALVf; 3. PNEUMATIC ACTUATOR 4. EMERGENCY RELEASE STATION 5. PRESSURE SWITCH 6. LOW AIR SWITCH 7. 'jam FROM AIR COMPRESSOR - SEPARATE AIR MAINTENANCE DEVICE FOR EACH SYSTEM. 8. 1'2 DRAIN VALVE 9. EMGLO MODEL "Fl 2S -BS" BASEMQUNTED AIR COMPRESSOR 2 OUT TO SYSTEM #2\ 3" SUPPLY IN FROM STANDPIPE 3" OUT. TO SYSTEM # N 0 i 4 DISCHARGE TO FLOOR DRAIN 3" 3-0 T /DRAIN MANIFOLD ri V . T 20 i7 SECTIO\ --r--�- NOT TO SCALE PROJECT LOCATION 12201 INT'L BLVD (99) 0 -770 rn rn 518 699 tE@NET11 SEP 2 19,98 Generql otes: - ,Sy.Fmb. Sprinkler u t Qad �-Qgend D'eSeriptiQn S �1 LGMTi L. . ev'd VI -7-e 'I 0 1/2" STAR UPRIGHT 'SG' 155" BRZ. 13 RELIANCE FIRE PROTECTION, INC. 500 So L.an d_er.. Sf, $eqt'te,.A Tel: (206) 682-6636 Fax: (206) 682-6744 LIC. # RELIAFP102L1 Project: - IC C UNIC 12201 INTERNATIONAL BLVD. % NS:c11 TUKWILA, WA DATE: .......' SEPT. 20, 1999 REVISIONS:- REV. EVISIONS:- REV. NO. DESCRIPTION DATE Plan Description: THIRD FLOOR FIRE PROTECTION PLAN DRAWN BY: S. WASLEY AUTHORITY: CITY OF TUKWILA/ KEMPER INSURANCE Sht. FP -1 ArariA l , y7 D REFLECTED CEILING FLAN 16' 24' 1 /8" = 1'_ 0" Design per NFPA 13 —. Ordinary Hazard Occupancy — 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by an.,y means • Existing No Change • 8 — Relocate Reliable Model FI Standard Response 155° %2 x 1/2 • 6 — Add Reliable Model FI Standard Response 155° %z x %2 14 — Total 0 These plans hw.te bc: :* 'r 1,,, { 1- F .f e -1'1c1 Pre. Prevention Bureau tr}i•4;i iCi :; �.; tt i„'C'' V\:'1'i'i': cul rent CR)/ standards. Acceptance is c'.rror:5 and o.rnlssions which• do not: e?S: i;( i r7;; v Jrc Ions O adopted • standards and ordlnanc :3. i he for the adequacy of design rte is tot a`;iy w`'t r Additions, deleti6ns or tiii: ii:;F, i4: ttl , ;.t,i,A0cisi after this date will void this ac ept nc,-. resubrnittal of revised d `t`.} _ { ; ;;.. l t' ",idiprovai. Final acceptance is subject to ileid test Inspection h\/ The Tukwila Fire Prevention Fav reau. Date: / S 116th P1 S117thSt S 1181h Si! tu$WILA FIRE DEPART Please calf: 575' • 7, and give this Job N0.Oq-S— I a-Hress for shut' �; • ..: ;t ;r ;raiihn at:spros/4 (, 4 d . RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS . HANGER DETAIL NTS opy J200 m I 600 ft 5 117th St N 15 1; `ice `, 1im r ; $'t1 i i 5 122nd St 5124th S 128th St. -- 02009 MapQuest Inc. • CROWN FIRE . PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 t m g 128th St ' Map Data '02009 tJIthVTEQ.. or. TPIeAtlas CORELINK INTERGATE WEST - BUILDING B 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 to DA NOV 252009 iikwila Fire -7 -z49e • #l5',� • DATE: I I , Z' -I,. c9 DRAWN: 40 1. SCALE: r 1 0 .F I FROM FACP STROBE S s 1 STROBE (WP) S WP = WEATHER-PROOF TO NEXT DEVICE .(? OR EOL 11 TYPICAL STROBE CONNEC11ON TO NAC CIRCUIT NOT TO SCALE FROM FACP STROBE HORN s HORN STROBE (WP) WP = WEATHER-PROOF TO NEXT DEVICE OR EOL 14 TYPICAL STROBE AND HORN/STROBE CONNECTION TO NAC CIRCUIT NOT TO SCALE Symbols Legend Symbol QTY Description Mounting Manufacturer Part # 24 1 Audible Power Supply Surface Notifier FCPS-24 OAPs -21 1 2 1 Intelligent Relay Module 4 Square Deep Notifier CMX-2 c 2 Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M 1E415 4 Horn with 15cd Strobe 2 Gang at 80" to Bottom Notifier P2415W 01 75 3 Horn with 75cd Strobe 2 Gang at 80" to Bottom Notifier P2475W DI 7 Horn 2 Gang at 80" to Bottom Notifier H12/24W 4 CEILING Strobe 100cd 2 Gang Wheelock RSS-24100C-FW 100 1 Horn Strobe Sync Module 4 11/16 Deep Back Box with Extension Ring Notifier MDL SM 1 FM -200 Extinguising System Control Panel 1 1 By Others FACP•200 (E) Denotes Existing Devices STROBE S HORN HORN STROBE (WP) STROBE w 0 Z O 0 w 0 Z O N DSM O Z N o z N HORN WP = WEATHER-PROOF HORN TO NEXT DEVICE OR EOL STROBE (WP) ss is STROBE s HORN WP = WEATHER-PROOF TO NEXT DEVICE OR EOL HORN STROBE (WP) S STROBE s HORN S c WP =WEATHER-PROOF TO NEXT DEVICE OR EOL HORN STROBE (WP) S S S+ 5 ®+1\® L®�,e Y r Y y w S O z O N z 0 J O 0 DSM go w ZZ- N ®iv® ®Vu® A 'o (/1-16\\ + 1 m 1- w w m E AC NEUTRAL 0 0 1- 1- 0 OUTPUT 1 (OUT —) (4w RETURN +) 0 1- O (4w RETURN —) 0_ 1 - CD 1- 0 1- 0 1- 0 OUTPUT 3 1- 0 OUTPUT 3 (4w RETURN +) (4w RETURN —) M 1- 0_ 1- 0 0 OUTPUT 4 1- 0 OUTPUT 4 3.0 A MAX. PER CIRCUIT 6.0 A TOTAL OUTPUT POWER LIMITED AND SUPERVISED W 0, _ L- 0 >-¢m w ") = W J J J m0�12 m = m = D 1-1- W X 1- N M '4t AUXILLARY OUTPUT (+ 24 VDC) (10 mA MAX) /� -4 >- I- I- I- 1- o 1- 1 M 1 COMMON < < m 0 0 0 0 0000000 CONTROL INPUT #1 FROM FACP (IN +) CONTROL INPUT #1 FROM FACP (IN -) CONTROL INPUT #1 (THROUGH +) CONTROL INPUT #1 (THROUGH -) WP - WEATHER-PROOF NOTE: *MIN 2" SPACING BETWEEN ALL BACK BOXES *MOUNT CMX-2 IN SBB BACK BOX *MOUNT DSM IN 4-11/16" BACK BOX WITH EXTENTION RING D31 I TROUBLE N.C. W ` m CONTROL INPUT #2 FROM FACP (IN/OUT +) w CONTROL INPUT #2 FROM FACP (IN/OUT -) SHIELD - DRAIN TO NEXT DEVICE OR EOL +) +) BATTERY BATTERY TYPICAL FCPS NOT TO SCALE NOTE: USE ONLY 1 OF 2 KNOCKOUTS IN CABINET BOTTOM -C a CMX-2 =fa MA 9 6 • 0 47K EOL RESISTOR • RELAY BLACK RED Pacific West FCPS-24 Level 1 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 5 6 7 1 FCPS-24 4 RSS-24100C-FW 4 P2415W 3 P2475W 7 H12/24 1 MDLW Remote Power Supply Ceiling Sync 100cd Strobe Sync Horn Strobe 15cd Sync Horn Strobe 75cd Horn Dual Sync Module Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.300000 0.074000 0.169000 0.024000 0.030000 0.032000 X 24 (Hours) 2.233000 X .083 (5 Mins) 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.032000 1.200000 0.296000 0.507000 0.168000 0.030000 0.000000 2.233000 0.768000 0.185339 0.953339 0.286002 1.239341 4.5 Existing MAIN FACP Pacific View Bld. B Battery Calculations Item Oty Part # Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 17 18 19 20 21 22 23 24 25 26 27 1 AFP -400 12 MMX -1 10 CMX-2 16 SDX-751 4 DHX-502 9 SDX-551 4 RTS451 12 BOX -101L 3 P241575W 2 P2475W 3 5241575W 1 WM3T-24-FR 1 MB -G10 -24-R 2 MMX -1 1 CMX-2 Fire Alarm Control Panel Monitor Module Control Module Intelligent Photoelectric Smoke Detector 1p Duct Detector Housing (SDX-551) Intelligent Photoelectric Smoke Detector Remote Test Station Manual Pull Station Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Strobe, 24VDC, 15/75c Weather Proof Strobe (ADA) 10" Motor Bell Pac West Tennant Improvement Monitor Module Control Module Standby Current Total = Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided =17AHR 0.170000 0.000200 0.000300 0.000290 0.000200 0.000200 0.000000 0.000300 0.000000 0.000000 0.000000j 0.000000 0.000000 0.000200 0.000300 0.420000 0.000200 0.000300 0.000290 0.000200 0.000200 0.007000 0.000300 0.091000 0.148000 0.066000 0.088000 0.030000 0.000200 0.000300 0.186940 X 24 1.349940 X .083 0.170000 0.002400 0.003000 0.004640 0.000800 0.001800 0.000000 0.003600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000400 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.186940 0.420000 0.002400 0.003000 0.004640 0.000800 0.001800 0.028000 0.003600 0.273000 0.296000 0.198000 0.088000 0.030000 0.000000 0.000000 0.000000 0.000400 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 1.349940 4.486560 0.112045 4.598605 1.379582 5.978187 NAC Circuit Load & Voltage Drop Calculation APS -2 Candella Amps Description Circuit Number 21 22 23 24 Notifier Horn Strobes P2415 P2475 P24110 WP Horn Strobe P241575K 15 0.061 75 0.156 110 0.180 15-75 0.067 2 2 Data (SLC) Circuit 1 2 0 z Notifier Strobes S2415 S2475 S24110 WP Strobe S241575K 15 0.050 75 0.145 110 0.169 15-75 0.056 Wheelock Strobes RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR Ceiling Mount RSS-24100C-FW WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.300 100 ada 0.088 2 2 Misc MDL sync mod DSM sync mod Horn H12/24 0.017 0.030 0.025 1 1 6 1 # Devices Circuit Amps Circuit Length (ft )( l4awg ) Circuit Length (ft )(12awg) EOL Voltage (14awg) EOL Voltage (12awg) 6 7 0 0 1.045 1.076 0.000 0.000 170 145 0 0 0 0 0 0 23.07 23.18 24.00 24.00 24.00 24.00 24.00 24.00 GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD 'VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. DEVICE DESIGNATION LEGEND EXAMPLE: NOTIFICATION APPLIANCE CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) N-42 <---CIRCUIT #2 04 v v y EXAMPLE: 111 M 01 ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 TYPE (MODULE) MODULE ADDRESS 1 ADDRESSABLE INITIATING DEVICES: y EXAMPLE: � 11 I D 011 LOOP NUMBER 1 TYPE (DETECTOR) DETECTOR ADDRESS 1 Wire Legend Symbol Description Type of Circuit A 2 16 AWG Stranded Fire Rated Conventional (IDC) Circuit C 2 14 AWG Solid Fire Rated Audible (NAC) Circuit 0 1 pair 16 AWG Twisted Shielded Fire Rated Data (SLC) Circuit (LG't l t// / Without Comments ❑ As Noted In Red Per The Attached Letter D These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance mance with current city 1 standards. Acceptance is subject to errors and omissions which do not authorize violations of adoptell standards and ordinances. The responsibility for t!th adequacy of design rests totally with the designee`. Additions, deletions or revisions ''to these drawing( after 1 this date will void this acceptance and will require iti resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 /r9I By: TUKWILA FIRE __,ESA .ri, i41 Please call: 575-4407 and give this job No. 36a and exact address for shut- down or restoration approval. FILE 0 w IREV. BY:1 DESCRIPTION DATE 0 z 4100 200th Street S.W., Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL. (425) 697-2116 z 0 J e 5 co a VJ �_ W 0 0 0 Q aLi- z 0 0 VJ FH LL /' SCALE: AS NOTED PROJECT NUMBER: 692 DRAWN BY: DSJ/JWS DESIGNED BY: RPV DATE: 10/8/99 J VE@OTT'ff-' 1�999 OCT 21 ,.,...>, SHEET 1 0 6 C8\ FLOOR PLAN 0 SCALE: 1/8"=1'-0" Flag Notes Supply 3/4" EMT Between CXM-2 and FCPS-24 Ref Details for Wire Connections Between FCPS, CMX and DSM. Detection and System Shutdown Interface Provided by Independent FM -200 System Monitor Trouble Contacts of FM -200 System Control Panel Monitor Alarm Contacts of FM -200 System Control Panel N 0 LJ CC REV. BY: DESCRIPTION DATE (0 J 0 4100 200th Street S.W., Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL. (425) 697-2116 LJ SCALE: AS NOTED PROJECT NUMBER: 692 DRAWN DESIGNED BY: BY: DSJ/JWS RPV DATE: 10/8/99 SHEET FA -1 0/ irv.:6 1-2-i -0Iy0 ?raua et sa �r gig rx r ; ,,,iga pxf Ac r scnws r s ceuur asv w.��ua� raas1450.4). ..auu vcte+ 411rim �r nva ur c ; rrs z� c..esr mai.. .,sa Ansaga ,. ... ..... .. .�m�m- "'",.Y y .?x�u?� r...�.,,.�...,-...,.�.,,. -moi..., . �. ... i:m.rm �.....a.,..-,... wM-.c:+.-.is:^'•yy {i.T• 21,�u,,4 7 y�M �_:;yJyl��'.,.—.a., yen" ° ;�;c�� '�� f ��'x �xh'�ir�p �y i L. � � „lx '�� 4i�t� �; /.• IMMu[i triEMMI MRS EWER E'`'LI mum MEM1 Ili mom s. s57�f•Lp1AL?STA'{�[OFJCF.45'JARAu�93ed!¢c DEMO / CONSTRUCTION PLAN co 0 CV 8' 16' 6'—O° 24' f EQ EQ / r N 7 n n I /\ I 36" CLR 1/8" = 1'— 0 Fi r'P �l c,v 4— EXISTING CEILING P LAM UPPER CLOSED CABINETS WITH ONE WHITE MELAMINE ADJUSTABLE SHELF ADA COMPLIANT SINK & < FAUCET W/ INSULATED > SUPPLY & DRAIN LINES rr CASEWORK ELEVATION P—LAM LOWER CLOSED CABINETS VERTICAL PANEL BEHIND DOOR 3/8" = 1'— 0" TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut- *Awn far restoratiop a;pprova . niw 1 ACCE)'T.ED 1 Without Comments As Noted In Red Per The Attached Letter These plans have been rvi w'ed by The Tukwila Fire Prevention Burr:atl fc:r .,. .,.. ,., .'t ;'t with current city standards. ACC `I,i ?;. + i, errors and omissions which dor L violDfions of adopted standards and o::i ,:r:: The r:.=;:,on: ibil ty for the adequacy of design. 15 ' ttl illU CIE:",ICI?'I:,r. Additions, delci'I.l;i??. l5. these, ciraVdio 1S after this date will v ,d ti".5 .....r : ' : t`.oCe and will rt quir : a ry e0 i.?' ?`;%lr`' S for subsequent uent approv L. resubmittal of r v::., . �:; I Final acceptance is subject to field test and inspection by The Tukwila Faire Prevention Bureau. Date: 61%l �.� By: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. Lo L.10 fN0‘,,, \2,Z.o\ sk- �v 4��r b� n�er(1�6nCu� E,VA SCJ \L b<6 SYMBOL LEGEND 4/.1/////x.4 F.E. (E) EXISTING CONSTRUCTION TO REMOVE EXISTING CONSTRUCTION TO REMAIN NEW DEMISING PARTITION CONSTRUCTION. SEE F/A.9.1 NEW INSULATED INTERIOR PARTITION CONSTRUCTION. SEE E/A.9.1 B/S GLASS AND .FRAME CASEWORK • / MILLWORK UNE OF UPPER CABINETS NEW OR RELOCATED FIRE EXTINGUISHER CABINET EXISTING GENERAL NOTES 1. BUILDING'S FIRE SPRINKLER SYSTEM HAS NEPA-13 QUICK RESPONSE HEADS. 2. VERIFY ALL ELECTRICAL OUTLETS WITH BUILDING MANAGEMENT AND TENANT. 3. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT AND TENANT. MANAGEMENT NOTES 1. THE DRAWINGS AND SPECIFICATIONS PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS AND THE TENANT • IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFUCT WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. 2. DIMENSIONS A. ALL INFORMATION SHOWN ON THE DRAWINGS RELATNE TO EXISTING CONDmONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE . BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDmONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECIEU. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MUWON AS SHOWN. 3. COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4. FIRE PROTECTION IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATION OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY. 5. GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTNG CONDITIONS PRIOR TO DRIWNG OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING AS REQUIRED FOR AU. WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDmON OF THE IBC IN THE LOCAL JURISDICTION. D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 6. MECHANICAL NOTES A. THE HVAC SYSTEM SHALL COMPLY WITH ALL APPUCABLE CODES. B. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACTOR SHALL PROVIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR. GENERAL NOTES KEYED SHEET NOTES DEMO EXISTING DOOR, FRAME, AND HARDWARE — TO BE RELOCATED AND REINSTAI I FD WHERE APPLICABLE. DEMO EXISTING RECITE AND FRAME — TO BE RELOCATED AND REINSTALLED WHERE APPLICABLE. REMOVE PORTION OF EXISTING PARTITION - PARTITION INFILLS EXISTING PENETRATIONS OF SHEAR PANELS. REMOVE EXISTING MILLWORK. MODIFY/RELOCATE IF POSSIBLE. CONTRACTOR TO VERIFY. FINISH OPENING WITH GWB. VERIFY WITH BUILDING MANAGEMENT REQUIREMENTS FOR VACANT TENANT SPACE NOT A PART OF THIS PERMIT.* VERIFY FRAMING WIDTH BEFORE ORDERING DOORS. NEW OR RELOCATED 13/5 SHELF AND ROD ASSEMBLY. EXISTING DEMISING PARTITION, 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE—USE, UON. 3. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTmONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 4. AREA INDICATED AS SHADED TO BE NOT IN CONTRACT TYP, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 6. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 7. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDmONS PRIOR TO COMMENCEMENT OF WORK. 8. ALL IN i I_ lOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING . SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 9. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 10. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 11. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD. 12.. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UNLESS OTHERWISE NOTED. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 13. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4-1/2" FROM ADJACENT WALL OR OR MATCH EXISTING SUITE STANDARD. AUG 3 0 2005 Tukwila Fire A Tenant Improvement for SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA 98168-5121 Tenant: LIUNA 600 STEWART STREET SUITE 1302 SEATTLE, WA 98101 Burgess Design Inc. DBA: • DES:I G N:G R O: U I' 1326 Fifth A4.riue:Suite.500" • Seattle;.,•Was.hi.11.6 0ii 9.e.I01. 0.7 F All reproduction & intellectual property rights reserved c 2005 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 8109T REGISTERED ARCHITECT 1 N 'EAVER T' • WASHINGTON 1111121130N k+as No. Issue Description Date PERMIT SET 04/07/05 Drawn by: JHN Reviewed by: KK Project No: 05-9701-00 DEMOLITION / CONSTRUCTION PLAN / CASEWORK ELEVATION Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 ©COPYRIGHT 2007-2014 BY REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. Drawings RevO\FA—005.dwg CAD FILE: M:\Projects\2016\16-1033 Sabey PLOT DATE: 25—Feb-2016 LIUNA TI SABEY GATEWAY BLDG B FIRE ALARM ALTERATION 12201 TUKWILA INT'L BLVD. TUKWILA, WA. 98168 SYMBOL LEGEND SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS SUPPLIER PART NUMBER C 1 INTEWGENT PHOTO SMOKE DETECTOR 4 SQUARE DEEP w/ 3' ROUND RING NOTIFIER FSP -851 D 1 PAIR 16AWG TWISTED \ NON SHIELDED FIRE RATED CABLE (FPIP) 60991B IX INTEWGENT MANUAL PULL STATION 4 SQUARE DEEP w/ 1 GANG RING; MOUNTED AT 48' TO TOP NOTIFIER NBG-12LX F 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WITH THE EXCLUSION OF WET AND CIRCUIT INTEGRf1Y REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS, IE: PLENUM, RISER, UNDERGROUND, ETC. 1 AUXILIARY FIELD POWER SUPPLY w/ ONBOARD FCM-1 8.0A, 4- 3.0A NAC & 1- 0.5A AUX POWER PART INCLUDE BACKBOX; SURFACE MOUNT NOTIFIER FCPS-24S8 w/ FCM-1 FCPSB 0.0000 0.1680 LJ 2 WALL HORN w/ STROBE: WHITE 4 SQUARE DEEP; MOUNTED AT 80' TO BOTTOM N011FlER P2W 8 4 CEILING HORN w/ STROBE: WHiTE 4 SQUARE DEEP; CENTER ON CEILING TILE NOTiFIER PC2W Q 11 CEILING STROBE: WHITE 4 SQUARE DEEP; CENTER ON CEILING TiLE NOTIFIER SCW FOR EXAMPLE: 0 SW Wall Strobe set at 15cd 0.0000 0.0710 NOTES: 1- DEVICE SUBSCRIPT: NW=NEW RR=REMOVE & RELOCATE EX=EXISITNG TO REMAIN AC=ABOVE CEILING RB=RELAY BASE WP=WATERPROOF WG=WIRE GUARD 2- CABLEING SHOWN IS FOR CIRCUIT REFERENCE ONLY AND DOES NOT INTENDED TO INDICATE THE EXACT PATHWAY. 3- DEVICES SHOWN ON DRAWINGS IN GRAY SCALE ARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THIS SYMBOL LEGEND UNLESS NOTED. 4- SET HORN/STROBE DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. 5- ALL DEVICES WITH A WP SUBSCRIPT WILL REQUIRE THE USE OF A OUTDOOR OR WP BACKBOX. WIRE LEGEND SYMBOL DESCRIPTION WEST PENN P/N COLOR CODING TYPE OF CIRCUIT APPLICATION NOTES C 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 60993B RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) OR NAC POWER CIRCUIT HALLWAY ELEC ROOM FCPS-2458 Description: D 1 PAIR 16AWG TWISTED \ NON SHIELDED FIRE RATED CABLE (FPIP) 60991B RED JACKET w/ NO STRIPE DATA (SIC) CIRCUIT FAX: 253-234-2900 NOTES: :# STRIPES ARE NOT REQUIRED, HOWEVER IT DOES MAKE IT EASIER FOR CIRCUIT IDENTIFICATION. 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USING OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WITH THE EXCLUSION OF WET AND CIRCUIT INTEGRf1Y REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS, IE: PLENUM, RISER, UNDERGROUND, ETC. 4- THE Y FIBER OPTIC CABLE LISTED ISA BELDEN CABLE PART NUMBER AS WEST PENN NO LAGER SUPPORTS FIBER OPTiC CABLE 5- THIS CABLE MUST BE INSTALLED IN A CONTINUOUS PATH POINT-TO-POINT. ABSOLUTLEY NO SPLICES ARE ALLOWED. 6- THiS CABLE IS A BELDEN SPECIFIC CABLE, NO ALTERNATES ARE ALLOWED FLAGNOTES NOTE f DESCRIPTION 34 DEVICE ADDRESS ASSIGNED BY RED HAWK F&S FIELD TECHNICIAN ONCE ON -SHE 35 MOUNT [IC] NAC CONTROL MODULE (OR [IM] MONITORING MODULE) INSIDE OF FCPS SERIES POWER SUPPLIES WITH USE OF PROVIDED STANDOFFS 42 CONFIGURE POWER SUPPLY FOR GENERAL ALARM OPERATION (4 NAC OUTPUTS) NAC Circuit Load, Voltage Drop & Battery Load Calculations APS -NP APS Name: Location: PS. Type: Part if: APS -NP Standby: Alarm: Circuit Identifers: Output 11 NAC Syne NP -1 Output 12 RAC Sync NP -2 Output 113 NAC Sync If -3 Output 114 NAC Sync NP -4 Aux Power NP -5 Total Qty HALLWAY ELEC ROOM FCPS-2458 Description: P2W Wall Horn w/ Strobe set at 15cd 0.0000 o. a': • 1 2 FAX: 253-234-2900 BASE 10 ADDRESS 2 P2W Wall Horn w/ Strobe set at 30cd 0.0000 0.1120 FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY THE DETECTOR & MODULES ON ONYX SERIES MAY HAVE 0 P2W Wall Horn w/ Strobe set at 75cd 0.0000 0.1680 PHONE: 425-486-2600 0 P2W Wall Hon w/ Strobe set at 95cd 0.0000 0.1900 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 PROJECT MANAGER: JEREMY MUNSON jeremy.munson@redhawkus.com 0 P2W Wall Horn w/ Strobe set at 110cd 0.0000 0.2100 I FOR EXAMPLE: 0 SW Wall Strobe set at 15cd 0.0000 0.0710 OO€10 DEVICE ADDRESS ® 0 SW Wall Strobe set at 30cd 0.0000 0.0960 1D127 1M127 ° `.I IFS -320 = 159 DET + 159 MOD ((1 LOOP REUOVETAeONDW.FOR 0 SW Wall Strobe set at 75cd 0.0000 0.1530 ADDRESSES i00 AND ABOVE I 159 DET + 159 MOD LOOP) 0 SW Wall Strobe set at 95cd 0.0000 0.1760 APPLIANCES: o . co 0 ? 0 SW Wall Strobe set at Vaud 0.0000 0.1950 9 0 PC2W Cel'ag Horn w/ Strobe set at 15ad 0.0000 0.0880 1 BELL DESINGATION: 5=15cd 9=95cd 50=150cd L3=135cd M=MINI HORN 3 = 30cd 0 =110cd 77 =177cd L5 =150cd H= HORN ONLY 6:60d 15 =115cd 85:185cd L7 =17Tcd F=SPEAKER ONLY 7 = 75cd 35 =135cd L8 =185cd LF = LOW FREQUENCY 1 PC2W Ceiling Horn w/ Strobe set at 30cd 0.0000 0.1120 NOTE: A "WP" ADJACENT TO THE DEVICE INDICATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION /VISUAL CIRCUITS: 0 PC2W Celing Horn w/ Strobe set at 75cd 0.0000 0.1680 3 FLOOR THAT P.S. IS ON 3 PC2W Celing Horn w/ Strobe set at 95cd 0.0000 0.1900 'C":-• FACP NAC CiRCUIT 0 PC2W Celing Horn w/ Strobe set at 110cd 0.0000 0.2100 'N"=APS NAC CIRCUIT - 0 SCW Ceiling Strobe set at 15cd 0.0000 0.0710 10 'P" = 24VDC POWER CIRCUIT 10 SOW Ceiling Strobe set at 30x1 0.0000 0.0980 1 'R" = 24VDC RESET POWER CIRCUIT 1 SCW Ceiling Strobe set at 75cd 0.0000 0.1530 'S'=SLR BE 0 SCW Celing Strobe set at 95cd 0.0000 0.1760 COMPLETE 'Z' = AUDIO RISER CIRCUIT 0 SOW Celkg Strobe set at Vaud 0.0000 0.1950 FOR SYSTEM SENSOR HORNS: HORN DB ADJUST HORN DB SETFNGS __ I - r[I'�'3l'' /3 0 Typical Door Holders 0.0680 0.0000 ` \ 3 TEMPS LOW L (;r(� ! -_____- o (;l 11 L(.,'+' 1 I I I I I S 0 Existing Circuit Measured Load (Amps): fl Devices per Circuit Total Standby Circuit Calculated Amps (3): Total Alarm Circuit Calculated Amps (1): Wire Gauge Used (awg): Circuit Length (ft): Estimated Voltage Drop (dc): Estimated EOL Voltage (dc): Calculated Voltage Drop X; 17 0 0 0 0 17 0.000 0.000 0.000 0.000 0.0000 1.574 0.000 0.000 0.000 0.0000 14AWG 14AWG 14AWG 14AWG 14AWG Total Amps Requited 1.574 350 0 0 0 0 2.86 0.00 0.00 0.00 0.00 21.14 24.00 24.00 24.00 24.00 11.9% 0.0% 0,0% 0.0X 0.0% 1) Current Draw Measurement based on: UL1971, 16-311, FM Input, High cb & Temporal Patten 2) Outdoor/WP Devices have the same Measured Current Draw as the Indoor Devices and may not listed separately above. 3) When the APS is configured for 'Doors', Output 14 shutsdown on loss of AC Power. Therefore no "Standby' Current Draw is sham DATTERY LOAD CALC for APS -NP: Total Stam . Current Total Alarm Current Spare Capacity Required per NAC Circuit Total Amp Hours Required (AH): Total Amp Minutes Required (AH): tin mum Battery Size Needed (AH): Spare Battery Capacity Required: Actual Battery Size Requited (IW): Total AH Rated Batteries Supplied: =I Hours Stmudby: 24 0.0910 2.2 Minutes Alarm: 5 1.7190 0.1 2.3 Backup Generator? No Voice Evacuation? No 20% 20% MWtary? No 2.8 MAXIMUM CHARGER CAPACRY E: 18N1 7.0 DEVICE DESIGNATION LEGEND: NOTIFIER ONYX SERIES ADDRESSABLE INITIATING DEVICES: CUSTOMER: NAME: HOLMES ELECTRIC ADDRESS: 600 WASHINGTON AVE S. BASE 1 ADDRESS SABEY GATEWAY BLDG B 12201 TUKWILA IlVT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTEgATION KENT, WA. 98032 4 wc, CONTACT: BRIAN P. SNYDER PHONE: 253-479-4000 FAX: 253-234-2900 BASE 10 ADDRESS EMAIL: br4an.snyder@holms.com FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY THE DETECTOR & MODULES ON ONYX SERIES MAY HAVE DETECTOR or MODULE BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 THE SAME FIELD ADDRESS SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 PROJECT MANAGER: JEREMY MUNSON jeremy.munson@redhawkus.com EXT: 7604 DESIGNER: LUKE KOOYMAN LOOP NUMBER (SIC) I FOR EXAMPLE: D D D COMPLETE 1D127 OO€10 DEVICE ADDRESS ® S / Fc/ 1 \ ® TENS � E© ) J G^:ES 1D127 1M127 ° `.I IFS -320 = 159 DET + 159 MOD ((1 LOOP REUOVETAeONDW.FOR _ --�-- NFS2-640 = 159 DET + 159 MOD f2 LOOP ADDRESSES i00 AND ABOVE I 159 DET + 159 MOD LOOP) -3030 = (0 NOTIFICATION APPLIANCES: o . co 0 ? . 0 9 STROBE: L.F. SOUNDER: AUDIO ONLY: BELL DESINGATION: 5=15cd 9=95cd 50=150cd L3=135cd M=MINI HORN 3 = 30cd 0 =110cd 77 =177cd L5 =150cd H= HORN ONLY 6:60d 15 =115cd 85:185cd L7 =17Tcd F=SPEAKER ONLY 7 = 75cd 35 =135cd L8 =185cd LF = LOW FREQUENCY 6=6'BELL 8 = 8' BELL 10 =10' BELL 12 =12' BELL NOTE: A "WP" ADJACENT TO THE DEVICE INDICATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION /VISUAL CIRCUITS: CIRCUIT TYPE: FLOOR THAT P.S. IS ON 'C":-• FACP NAC CiRCUIT POWER SUPPLY ID 'N"=APS NAC CIRCUIT - 'P" = 24VDC POWER CIRCUIT 1 SUB NUMBER 'R" = 24VDC RESET POWER CIRCUIT -CIRCUIT 'S'=SLR BE if E1SPEACUIT 'V'=AUDIORISERCRCIRCUIT COMPLETE 'Z' = AUDIO RISER CIRCUIT ©O©_ NIA2I CIRCUIT# FOR SYSTEM SENSOR HORNS: HORN DB ADJUST HORN DB SETFNGS __ I - r[I'�'3l'' /3 SETTINGS: FOR WHEELOCK HORNS: ADJUST HORN DB SETTINGS [ 1I i ' II f ` 7 ` \ 3 TEMPS LOW L (;r(� ! -_____- o (;l 11 L(.,'+' 1 I I I I I S • eilb1, i1" 1 -'�bv� fM {:M��'� 1 'It!AO.sdcle L1oi ' .1Os' l JO LIaMOP -gngs .K1,,1 s o pexa. prat✓ p � oN s'u.0 pu n? zfyz s ✓� )15 Aq uoppadsul pue 1ST 'IeAoadde luanbayeo;1� .' �s;••. rpt aJlnhaa tI!N\ p;.=r- .tui e safimeJp '.I UoIsap 2git Gua J0j .MIIl(lIS1�(7ct`- paadope Io suopelocn pue saoaia AID luauno Lpim 9a1U Aq pan:;8V.. 1}99/0 `tO 54 4"Stta sl .auedaaae IeUu J nal pa pe p9'd SV sluaWLLIoJ ;4r og14M FIRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHI. 4. THE SYSTEM SHALL BE MONITORED BY A U.L LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY All WiRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8. SMOKE DEFECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTiL AFTER FINAL CONSTRUCTION CLEAN-UP. DEFECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -UNE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK FIRE & SECURITY PROJECT MANAGER. ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE SCHEDULED WITH REDHAWK FIRE & SECURRY PROJECT MANAGER WiTH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY FIELD TECHNICIAN. 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TiME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED ONES WITHIN 2 WEEKS PRiOR TO AHJ TESTS. 16.1. EACH CIRCUIT (SLC, NAC OR POWER) MUST BE CLEARLY IDEMiFIED WITH A DISTINCT COLOR 16.2. EACH NAC CIRCUIT MUST BE CLEARLY MARKED AS TO WHICH DEVICES ARE ON EACH CIRCUIT AND IN THE ORDER THE DEVICES ARE WIRED TO COMPLETE THE CIRCUIT. 17. NO UNE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48' TO TOP AND NO LOWER THAN 36' TO BOTTOM. PROJECT CONTACT INFORMATION: CUSTOMER: NAME: HOLMES ELECTRIC ADDRESS: 600 WASHINGTON AVE S. SABEY GATEWAY BLDG B 12201 TUKWILA IlVT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTEgATION KENT, WA. 98032 4 wc, CONTACT: BRIAN P. SNYDER PHONE: 253-479-4000 FAX: 253-234-2900 EMAIL: br4an.snyder@holms.com FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 PROJECT MANAGER: JEREMY MUNSON jeremy.munson@redhawkus.com EXT: 7604 DESIGNER: LUKE KOOYMAN luke.kooyman@redhawkus.com EXT: 7630 SHEET SCHEDULE: SHEET i DESCRIPTION FA -001 GENERAL NOTES & INFO FA -101 WIRING DEFAILSFAS LAYOUT SUITE 140 SYMBOL & WIRE STYLE IDENTIFICATION J -BOX -Nr 5 1 2C,D o ` s OPEN CABLE S RACEWAY ' 5--2HR--- WIRE/CABLE INDENTIFIER 2C = 2 TYPE "C" CABLES D =1 TYPE 'D" CABLE CABLE INSTALLATION TYPES - 0-- -5 DEMO OR REMOVE EQUIPMENT FROM SERVICE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 1 of 3 NEC APPROVED 2HR METHODS OF PROTECTION 5 - • • i}1 • • - • • -S AC POWER (120, 240 or 480VAC) - 2HR- -S I-- -- X - - -1-4--ENLARGED VIEW BOUNDRY -0-r-- TOP LINE INDICATES THE DETAIL# - J BOTTOM LINE INDICATES THE SHEET# XX -MVO- END of LINE RESISTOR I ELEVATION DETAIL 10'-0' ATC CEILING INFO FLAG NOTE _ _ SHEET NOTE EQUIPMENT NOTE IMO -- MIN -- -_. ADA ROOM, AREA OR ZONE BOUNDRIES 2HR RATED WALL 1 HR RATED WALL J FULL HEIGHT WALL PARTIAL HEIGHT WALL PAID F EO 26 2(16 TUKWILA FIR, #zd=7L�3 $'2(3 ' WHEN PRINTED ON ARCH -D (24x36) z� 4.01001 oeimmumig MINNMNN O g SCALE: DEVELOPMENT RELEASE DATE: 0212512016 GENERAL NOTES AND INFORMATION FA-OO1 21312 30TH DRIVE SE, BOTHELL, WA 98021 P: 425-486-2600 F: 4254862611 WA LICENSE #: REDHAHF882NH WA 1.831: 602685551 FORMERLY: I, Chubb DET PRCC7TON1tLOGIC Fil�OTEGIlOM SABEY GATEWAY BLDG B 12201 TUKWILA IlVT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTEgATION 4 wc, g 1 li0g N -,i. k1IIH III SCALE: DEVELOPMENT RELEASE DATE: 0212512016 GENERAL NOTES AND INFORMATION FA-OO1 ©COPYRIGHT 2007-2014 BY REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. Drawings RevO\FA-005.dwg PLOT DATE: 25—Feb-2016 1 r BREAK RM. H -1-1 CD --2c -.. TERRACE 1,0 1 1 STORAGE 16 NOT CURRENTLY IN SCOPE PHASE II 0 SUITE 140 RECEPTION 01 OFFICE 10 c 6 1 1 TRAINING RM. L_ 17 STORAGE 21 SFAIH2 IIi EXTEND EXISITING AV LOOP FOR SYNC OF NEW AV DEVICES. Sip. _. _.._. I R- EXTEND EXISITING SLC FROM IT CLOSET PULL STATION TO TRIGGER NEW APS. REPLACE EXITING DEVICE WITH NEW. 1 Ji NP -1 4,7K COPY / FILE RM. 03 HALL OFFICE 09 02 04 OFFICE 18 J 1 OFFICE L '19 OPEN OFFICE 20 1 OFFICE 08 NOTE: DEMO ALL EXISTING AV DEVICES AND LOCATIONS IN THIS SPACE EXCEPT WHERE NOTED LL CONFERENCE RM. 05 6 6 XEC. OFFICE 07 I - J=+ .-�� ■ As •.. ...�■ .-. SUITE 120 STORAGE 22 J WOMEN'S MEN'S r ]1L HATCHED AREA EXISTING AND NOT IN SCOPE JI ELEV. LOBBY EXEC. OFFICE 06 LAYOUT SUITE 140 TI (\FAS1 SCALE:1/8"=1' APS 1 TELCO. Ti STAIR 1 ELEC. SUITE 110 r TERRACE h Iw Lli SCALE:7 =1'-0" 16 8 6 4 2 0 WHEN PRINTED ON ARCH•D (24x36) N_00_ 2 o 8 SCALE: 116° =1'-0" DEVELOPMENT RELEASE DATE: 02/2512016 FAS LAYOUT FA -1O1 Fire& Security 21312 30TH DRIVE SE, BOTHELL, WA. 98021 P: 425-486-2600 F: 425-486-2611 WA LICENSE #: REDHAHF882NH WA WI:. 602685-851 _ _ SABEY GATEWAY BLDG B 12701 TUKWILA INT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM AL'TEgATION 'ISSUE DATE BY oESCR I 1 N 1 N 1 S d X, Id l l SCALE: 116° =1'-0" DEVELOPMENT RELEASE DATE: 02/2512016 FAS LAYOUT FA -1O1 ©COPYRIGHT 2007-2014 BY REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. CA CD CD a> cn•3 L.- ("1 cn a> Lr. U CAD FILE: M:\Projects\2016\16-1055 Phase 2 — Sabey Gateway LIUNA TI PH II SABEY GATEWAY BLDG B FIRE ALARM ALTERATION 12201 TUKWILA INT'L BLVD. TUKWILA, WA. 98168 SYMBOL LEGEND SYMBOL QTY DESCRIPTION MOUNTiNG REQUIREMENTS SUPPLIER PART NUMBER El 1 WALL HORN w/ STROBE: WHITE 4 SQUARE DEEP; MOUNTED AT 80" TO BOTTOM NOTIFIER P2W P2W Wail Hom w/ Strobe set at 15cd 2 CEILING HORN w/ STROBE: WHiTE 4 SQUARE DEEP; CENTER ON CEILING TILE NOTIFIER PC2W O 3 CEILING STROBE: WHiTE 4 SQUARE DEEP; CENTER ON CEILING TILE NOTIFIER SCW THE DETECTOR & MODULES ON 0 P2W Wal Horn w/ Strobe set at 75cd 0.0000 0.1680 NOTES: 1- DEVICE SUBSCRIPT: NW=NEW RR=REMOVE & RELOCATE EX=EXISTING TO REMAIN AC=ABOVE CEILING RB=RELAY BASE WP=WATERPROOF WG=WIRE GUARD 2- CABLEING SHOWN IS FOR CIRCUIT REFERENCE ONLY AND DOES NOT INTENDED TO INDICATE THE EXACT PATHWAY. 3- DEVICES SHOWN ON DRAWINGS IN GRAY SCALE ARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THIS SYMBOL LEGEND UNLESS NOTED. 4- SET HORN/STROBE DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. 5- ALL DEVICES WiTH A WP SUBSCRIPT WILL REQUIRE THE USE OF A OUTDOOR OR WP BACKBOX. WIRE LEGEND SYMBOL DESCRIPTION C 1 PAIR 14AWG FIRE RATED CABLE (FPLP) WEST PENN P/N COLOR CODING ITYPE OF CIRCUIT APPLICATION NOTES 609938 RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) OR NAC POWER CIRCUIT NOTES: $* STRIPES ARE NOT REQUIRED, HOWEVER iT DOES MAKE IT EASIER FOR CIRCUIT IDENTIFICATION. 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USING OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WITH THE EXCLUSION OF WET AND CIRCUIT INTEGRITY REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WITH NEC REQUIREMENTS, IE: PLENUM, RISER, UNDERGROUND, ETC. 4- THE Y' FIBER OPTIC CABLE LISTED IS A BELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 5- THIS CABLE MUST BE INSTALLED IN A CONTINUOUS PATH POINT-TO-POINT. ABSOLUTLEY NO SPLICES ARE ALLOWED. 6- THIS CABLE IS A BELDEN SPECIFIC CABLE, NO ALTERNATES ARE ALLOWED NAC Circuit Load, Voltage Drop & Battery Load Calculations APS -NP APS Name: Location: P.S. Type: Part I: APS -NP Standby: Alarm: Circuit Identifers: Output 11 NC Sync NP -1 Output 12 NAC Sync NP -2 Output 13 WIC Sync _ NP -3 Output 14 NAC Sync NP -4 Aux Power NP -5 Total Qty HALLWAY EIEC ROOM FCPS-2458 Description: P2W Wail Hom w/ Strobe set at 15cd 0.0000 0.0880 2 1 W FAX: 253-234-2900 BASE 10 ADDRESS 3 P2W Wall Horn w/ Strobe set at 30cd 0.0000 0.1120 FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY THE DETECTOR & MODULES ON 0 P2W Wal Horn w/ Strobe set at 75cd 0.0000 0.1680 ONYX SERIES MAY HAVE PHONE: 425-486-2600 DETECTOR or MODULE 0 P2W Wal Horn w/ Strobe set at 95cd 0.0000 0.1900 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 THE SAME FIELD ADDRESS slade.miller@redhawkus.com 0 P2W Wall Horn w/ Strobe set at 110cd 0.0000 0.2100 EXT: 7630 LOOP NUMBER (SLC) 0 SW Wall Strobe set at 15cd 0.0000 0.0710 FOR EXAMPLE: D D 0 SW Wall Strobe set at 30cd 0.0000 0.0960 DEVICEADDRE S 10127 ' • S 3 7 a o 0\ .p c �/ 13 I 0 15 - r rs0 1=J 10127 1M127 / NFS-320 = 159 DEE + 159 MOD 0 SW Wall Strobe set at 75cd 0.0000 0.1530 -- _------ ��-� 02-640 = 159 DET + 159 MOD 2 LOOP ADDRESSES 10O 3 ABOVE 02-3030 = 159 DEE + 159 MOD 0 SW Wall Strobe set at 95cd 0.0000 0.1760 9(-,-- A ? 0 SW Wall Strobe set at 111kd 0.0000 0.1950 0 PC2W Celli Horn w/ Strobe set at 15cd 0.0000 0.0880 1 BELL DESINGATION: 5=15cd 9=95cd 50=150cd L3=135cd 3 = 30cd 0=110cd 77=177cd L5=150cd 6 =60cd 15=115cd 85=185cd L7=Mad 7 =75cd 35=135cd L8=185cd 1 PC2W Ceiling Horn w/ Strobe set at 30cd 0.0000 0,1120 2 INDICATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION I VISUAL CIRCUITS: 2 PC2W Ceiling Horn w/ Strobe set at 75cd 0.0000 0.1680 3 CIRCUIT TYPE: 3 PC2W Ceiling Horn w/ Strobe set at 95cd 0.0000 0.1900 "C" = FACP NAC CIRCUIT 0 PC21V Ceiling Horn w/ Strobe set at 110cd 0.0000 0.2100 1 ID 0 SCW Cel'ug Strobe set at 15cd 0.0000 0.0710 1 3 13 SCW Ceiling Strobe set at 30cd 0.0000 0.0960 SUB -CIRCUIT NUMBER 1 SCW Ceiling Strobe set at 75cd 0.0000 0.1530 =VOICESpEAKER CiRCUIT 'T = AUDIO RISER CIRCUIT 0 SCW Ceiling Strobe set at 95cd 0.0000 0.1760 FOR SYSTEM SENSOR HORNS: HORN DB ADJUST HORN DB SETTINGS ( SETTINGS: FOR W}IEELOCK HORNS: _ ADJUST HORN DB SETTINGS z 2 EI'P3 � J 1( 3= TE►JP3 UM I (WI III 6 = C,Oi1 TUI, , , : �� L l i � I i I I 0 SCW Ceiling Strobe set at 110cd 0.0000 0.1950 0 Typical Door Holders 0.0680 0.0000 0 Existing Circuit Measured load (Amps): f Devices per Circuit Total Standby Circuit Calculated Arrgls (3): Total Alarm Circuit Calculated Amps (1): Wire Gauge Used (awg): Circuit Length (ft): Estimated Voltage Drop (dc): Estimated EOL Voltage (dc): Calculated Voltage Drop X: 17 6 0 0 0 23 0.000 0.000 0,000 0.000 0.0000 1.574 0.525 0.000 0.000 0.0000 14AWG 14AWG 14AWG 14AWG 14AWG Total Amps Required 350 200 0 0 0 2.86 0.55 0.00 0.00 0.00 21.14 23.45 24.00 24.00 24.00 2.099 11.9% 2.3% 0.0% 0.0% 0.0% 1) Current Draw Measurement based on: 11!1971, 16-33V, FWR Input, High db & Temporal Patten 2) Outdoor/VIP Devices have the same Measured Current Draw as the Indoor Devices and may not listed separately above. 3) When the APS is configured for 'Doors', Output 14 shutsdown on loss of AC Power. Therefore no 'Standby' Current Draw is shown BATTERY LOAD CALL for APS -NP: Total Standby Current Total Alarm Current Spare Capacity Required Total Amp Hours Required (NI): Total Amp Minutes Required (AH): Minimum Battery Size Needed (Alt): Spare Battery Capacity Required: Actual Battery Size Required (AH): Total AH Rated Batteries Supp: =1 Hours Standby 24 0.0910 2.2 Minutes Norm: 5 2.2440 0.2 2.4 Backup Generator'/ No Voice Evacuation? No per NAG Circuit 20% 20% wry? No 2.8 MAXIMUM CHARGER CAPACITY IS: 18AH 7.0 DEVICE DESIGNATION LEGEND: NOTIFIER ONYX SERIES ADDRESSABLE INITIATING DEVICES: CUSTOMER: NAME: HOLMES ELECTRIC BASE N111. ADDRESS: 600 WASHINGTON AVE S. 1 ADDRESS SABEY GATEWAY BLDG B 12201 TITHWII.A INT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTERATION KENT, WA. 98032 1 0 a CONTACT: BRIAN P. SNYDER PHONE: 253-479-4000 W FAX: 253-234-2900 BASE 10 ADDRESS EMAIL: brian.snyder@hoims.cam Lg FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY THE DETECTOR & MODULES ON BOTHELL, WA 98021 ONYX SERIES MAY HAVE PHONE: 425-486-2600 DETECTOR or MODULE FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 THE SAME FIELD ADDRESS slade.miller@redhawkus.com EXT: 7607 DESIGNER: LUKE KOOYMAN luke.kooyman@redhawkus.com EXT: 7630 LOOP NUMBER (SLC) FOR EXAMPLE: D D TEOA®© b DEVICEADDRE S 10127 ' • S 3 7 a o 0\ .p c �/ 13 I 0 15 - r rs0 1=J 10127 1M127 / NFS-320 = 159 DEE + 159 MOD 1 LOOP REMOVE TAB ON DAL FOR -- _------ ��-� 02-640 = 159 DET + 159 MOD 2 LOOP ADDRESSES 10O 3 ABOVE 02-3030 = 159 DEE + 159 MOD LOOP} (0 NOTIFICATION APPLIANCES: Y. SZ 9(-,-- A ? . . STROBE: L,F. SOUNDER: AUDIO ONLY: BELL DESINGATION: 5=15cd 9=95cd 50=150cd L3=135cd 3 = 30cd 0=110cd 77=177cd L5=150cd 6 =60cd 15=115cd 85=185cd L7=Mad 7 =75cd 35=135cd L8=185cd M=MINI HORN H =HORN ONLY F=SPEAKER ONLY LF= LOW FREQUENCY 6=6'BELL 8=8'BELL 10 =10" BELL 12 =12' BELL NOTE A'WP' ADJACENT TO THE DEVICE INDICATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION I VISUAL CIRCUITS: CIRCUIT TYPE: FLOOR THAT P.S. IS ON "C" = FACP NAC CIRCUIT POWER SUPPLY "N" =APS NAC CIRCUIT ID "P"=24VDCPOWER CIRCUIT "R" = 24VDC RESET POWER CIRCUIT SUB -CIRCUIT NUMBER "S' = STROBE CIRCUIT =VOICESpEAKER CiRCUIT 'T = AUDIO RISER CIRCUIT ©O©- -41-01A2 O2 COMPLETE C��#"V' FOR SYSTEM SENSOR HORNS: HORN DB ADJUST HORN DB SETTINGS ( SETTINGS: FOR W}IEELOCK HORNS: _ ADJUST HORN DB SETTINGS z 2 EI'P3 � J 1( 3= TE►JP3 UM I (WI III 6 = C,Oi1 TUI, , , : �� L l i � I i I I FIRE ALARM GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 16.1. 16.2. 17. 18. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. THE SYSTEM SHALL BE MONITORED BY A U.L USTED MONITORING STATION BEFORE AHJ TEST. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK FIRE & SECURITY PROJECT MANAGER. ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE SCHEDULED WiTH REDHAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY FIELD TECHNICIAN. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80" AFF TO A MAXIMUM OF 96" AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. EACH CIRCUIT (SLC, NAC OR POWER) MUST BE CLEARLY IDENTIFIED WiTH A DISTINCT COLOR EACH NAC CIRCUIT MUST BE CLEARLY MARKED AS TO WHICH DEVICES ARE ON EACH CIRCUIT AND IN THE ORDER THE DEVICES ARE WIRED TO COMPLETE THE CIRCUIT. NO UNE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48" TO TOP AND NO LOWER THAN 36" TO BOTTOM. EF Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have he: 11 viewed by The Tukwila Fire Prevention Bureau for ;::-)Iforrnance with current City s': adards. t,ccepta :;uoject to errors and omissions Which din,i wi:1'rrize violations of adopted nciards and =esoonsibiiity for the d ctlacy of design Y;Ith the designer. !clstions, deie�1��ti, : q aisiors to these drawings after tis cite will uu o will require a -.esubmittai of ►.>>i_< . , ,: : }ubsequent approval. Final acre nce u ilec ; and inspection by The Tukwila Fire Prey entio'" I- Date: S- �i ! y i3;1 I TUKWILA FIRE DEPARTMENT P'(Fx,se coo 206-575-4497 and give this Fire Permit; No ; nd exact u ckL,7css for shut- down or rostoraion . pprovd1. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the fr.sp .ctor prior to comrnencen-F4Ti: Ac:c eot ince Testing Of any s ir,2 A of m and De:ec tiof f>t rr?s. Failure -:F .. si• a ,'result in a Re -in:. pec Toil Fee and termination of' the tasting:: PROJECT CONTACT INFORMATION: °•44 HIP m lialiiidmil CUSTOMER: NAME: HOLMES ELECTRIC @EmIRIgegts :k N111. ADDRESS: 600 WASHINGTON AVE S. r ligi SABEY GATEWAY BLDG B 12201 TITHWII.A INT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTERATION KENT, WA. 98032 1 0 a CONTACT: BRIAN P. SNYDER PHONE: 253-479-4000 W FAX: 253-234-2900 EMAIL: brian.snyder@hoims.cam Lg FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 7616 PROJECT MANAGER: SLADE MILLER slade.miller@redhawkus.com EXT: 7607 DESIGNER: LUKE KOOYMAN luke.kooyman@redhawkus.com EXT: 7630 SHEET SCHEDULE: SHEET I DESCRIPTION FA -001 GENERAL NOTES & INFO FA -101 FAS LAYOUT SUiTE 140 PH II SYMBOL & WIRE STYLE IDENTIFICATION J -BOX 2C,D WIREICABLE INDENTIFIER 2C: 2 TYPE "C" CABLES S D=1TYPE "D"CABLE OPEN CABLE 5 RACEWAY 5 X )0( END of LINE RESISTOR CABLE INSTALLATION TYPES DEMO OR REMOVE EQUIPMENT FROM SERVICE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 1 of 3 NEC APPROVED 2HR METHODS OF PROTECTION AC POWER (120, 240 or 480VAC) -1-4-ENLARGED VIEW BOUNDRY TOP LINE INDICATES THE DETAIL # BOTTOM LINE INDICATES THE SHEET# I ELEVATION DETAIL FLAG NOTE 1�i--0 -U ATC CEILING INFO SHEET NOTE EQUIPMENT NOTE ADA ROOM, AREA OR ZONE BOUNDRIES 2HR RATED WALL 1 HR RATED WALL J FULL HEIGHT WALL PARTIAL HEIGHT WALL PAID APR 21 2816 TUKWILA FIRE "I/1411w Item At 701) WHEN PRINTED ON ARCH -D (24x36) -�- L,� °•44 HIP m lialiiidmil i @EmIRIgegts :k N111. r ligi SABEY GATEWAY BLDG B 12201 TITHWII.A INT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTERATION SCALE: DEVELOPMENT RELEASE DATE: 0411912016 0 CA GENERAL NOTES AND INFORMATION FA.001 • 21312 30TH DRIVE SE, BOTHELL, WA. 98021 P: 425-486-2600 F: 425-486-2611 WA LICENSEREDHAHF882NH WA USI: 602665551 FORMERLY: cji b� Do li _ c SABEY GATEWAY BLDG B 12201 TITHWII.A INT'L BLVD. TUKWILA, WA. 98168 FIRE ALARM ALTERATION 1 0 a I© 04/19/2016 LAIC 100% DESIGN DOCS - PERMIT SUBMITTAL SET W Lg SCALE: DEVELOPMENT RELEASE DATE: 0411912016 0 CA GENERAL NOTES AND INFORMATION FA.001 ©COPYRIGHT 2007-2014 BY REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. CAD Files\FAS Drawings RevO\FA-006.dwg 1st FL TI\05 Engineering\O CAD FILE: M:\Projects\2016\16-1055 Phase 2 — Sabey Gateway Bldg B Liuna PLOT DATE: 20—Apr-2016 NOT IN SCOPE PHASE I U MI OM CURRENT SCOPE PHASE II SO -1111i) IIL WO MIS 000•111111111. HATCHED AREA EXISTING AND NOT IN SCOPE TORAGE NP -2 4. K OFNI 2 O"1IH E TRAINING RM. 17 OFFICE r' C -t) 1 7 NP -2 OPEN OFFICE OFFICE SUIT 140 20 9 2C SUITE P-2 120 STORAGE 22 ELEV. LOBBY RECEP 01 FCPS r8 CELEC. OFFICE r 13 HALLWAY IT CLOSET OFFICE NP -1 4,7K COPY I FILE RM. CONFERENCE RM. 05 SUITE 150 BREAK RM. OFFICE OFFICE EXEC. OFFICE FAS LAYOUT SUITE 140 TI PHASE II SCALE: 1/8"=1' IAPS f TELCO. � !I STAIR 1 ELEC. I_D L SUITE 100 ,F SUITE 110 TER ACE O L9. r SCALE: =1'-0" 16 8 6 4 2 0 WHEN PRINTED ON ARCH -0 (24x36) W 0 0 8 - it. 111m hmliOP SCALE: 116°:11.0 DEVELOPMENT RELEASE DATE: G4I1912016 FAS LAYOUT PHASE II FA -701 21312 30TH DRIVE SE. BOTHELL, WA. 98021 P: 425-486-2600 F: 42548626" 25 486 2611 WA LICENSE #: REDHAHF882NH WA UBI: 6026854151 g SABEY GATEWAY B] ISSUE DATE BY DESCRIPTION Qo 04/19/2016 IAL 100% DESIGN DOCS — PERMIT SUB#TTTAL SET SCALE: 116°:11.0 DEVELOPMENT RELEASE DATE: G4I1912016 FAS LAYOUT PHASE II FA -701 CODE INFORMATION e MATRIX GENERAL NOTES SHEET INDEX BUILDING CODE: 2006 INTERNATI❑NAL BUILDING CODE 2006 INTERNATI❑NAL FIRE CODE 2006 INTERNATI❑NAL MECHANICAL CODE WASHINGT❑N STATE AND CITY OF TUKWILA AMENDMENTS TO CODES LISTED ABOVE BUILDING CODE AUTHORITY: CITY OF TUKWILA OCCUPANCY: GROUP B C❑NSTRUCTI❑N TYPE: REINFORCED CONCRETE FIRE PROTECTION: FULL SPRINKLER COVERAGE PER NFPA 13 • EJ Without Comments 1 11 As r s €I Letter �.tter PerVii:., ! l•a21., .,i. 71. er,e plans f 1. ; l�t{,:,.<, t Y i 1kiw/ila Fire City • 'dards. i,5 1 f i j/t`. + ,I r e .nd OOI ,;10pted ll.ir the 'f{ i{ t ; signer. Carawh1Js after tris f pt1 1� ..1 i ,� require e a, ofr• rt„ uer'lV approval. �r� I I 1 i, ;r:3c and Inspection by 4 The Tukwila F .. Pi ve'Hf dOt 4 Li, :U. sate: LQ 3-1.. Yit is , (Ig4-ioL 1.vi4-1., j t tea- Sec,- 0, -7,1 TUKWILA FIRE DEPARTMENT" Please Gall 2OG-57-Permit 7 and give this Fire No. and exact address for r but down or restoration approval, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prlo•r to commencement of Acceptanc6. Testing of any Fire Alarm and Detection Systems. Failure of test will result P in a Re -inspection Fee amid termination of the testinAA FIRE ALARM MATRIX OF OPERATION 5NDICATED ACTION WILL CAUSE L A SPECIFIC RESULT DESCRIPTION ACTIONS BUILDING FACP ALARM LED AND AUDIBLE SIGNAL• BUILDING FACP SUPERVISORY LED AND AUDIBLE SIGNAL BUILDING FACP TROUBLE LED AND AUDIBLE SIGNAL• REPORT ALARM SIGNAL TO CENTRAL MONITORING STATION REPORT SUPERVISORY SIGNAL TO CENTRAL MONITORING STATION --- , o REPORT TROUBLE SIGNAL TO CENTRAL MONITORING STATION ! � i RECALL ELEVATORS TO PRIMARY LOBBY I EA ACTIVATE BUILDING EVACUATION AUDIBLES SYSTEM INPUTS A B C D E F G H I 1 MANUAL PULL STATION 0) 0 2 AREA SMOKE DETECTOR 3 WATERFLOW SWITCH ACTIVATED 4 TAMPER VALVE OFF -NORMAL f1 5 FIRE ALARM SYSTEM TROUBLE 6 FIRE ALARM AC POWER FAILURE 7 FIRE ALARM SYSTEM LOW BATTERY 8 OPEN CIRCUIT 9 GROUND FAULT 10 CIRCUIT SHORT 11 VESDA SYSTEM FIRE 2 12 VESDA SYSTEM FIRE 1 13 VESDA SYSTEM ACTION 14 VESDA SYSTEM ALERT VESDA SYSTEM MAINTENANCE & 15 FAULT 1...._.__.. _.__.__. ALL EQUIPMENT SHALL BE U.L. LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING 2. ETC. 3. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC. TEL. 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0" (900mm) FROM AN AIR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. ALL FIRE ALARM DEVICE BACK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACK BOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS. 8. 9. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANELS SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESSING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED SIEMENS DISTRIBUTOR. 14. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE U.L. LISTED (UUJS). 15. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 16. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 17. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS. 18. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS. MOUNTING DETAILS HORN/STROBE AND STROBE MOUNTING WIRING WIRING DIAGRAMS ALARM STROBE R E 80" A.F.F. MANUAL PULLC STATI O N O ©48" TO PULL J.. 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE SHEET FA -01 DESCRIPTION INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPLING PIPE LAY -OUT LEGEND QUANTITY E E E E E E E E 210 FT 2 1 1 10 1 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL AFP -400 NOTIFIER PROVIDED 66" A.F.F. VESDA VESDA DETECTOR W/POWER SUPPLY VLP-002 w/ VPS -1000S-120 VESDA PROVIDED 66" A.F.F. F ADDRESSABLE MANUAL BG12-FX PULL STATION NOTIFIER 4S DEEP BOX w/1 GANG RING 48" TO HANDLE M ADDRESSABLE MONITOR MODULE FMM-1 NOTIFIER 4S DEEP BOX FIELD LOCATE ADDRESSABLE RELAY FRM-1 OUTPUT MODULE NOTIFIER 4S DEEP BOX FIELD LOCATE WALL MOUNT HI -cd HORN/STROBE ZN-HMC-FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM Eli X WALL MOUNT HORN/STROBE X=cd SETTING WALL MOUNT STROBE X=cd SETTING ZN-MC-FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM ZR -MC -FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM VESDA SAMPLING PIPE VP -P-210 SIEMENS N/A TO STRUCTURE VESDA 90 . DEG FITTING VP-ELB-90 SIEMENS N /A N/A VESDA END CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N /A VESDA TEE FITTING VP -TEE SIEMENS N /A N/A VESDA PIPE COUPLING VP -COUP SIEMENS N/A N/A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A WIRE SCHEDULE 1,0 co ON 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D R P S X UD UI DATA LINE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNALING CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT UNDERGROUND DATA UNDERGROUND INITIATION TWISTED PAIR WITH TWO TWO TWISTED PAIR TWISTED PAIR TWISTED PAIR RATED TWISTED PAIR RATED SHIELD #16 #14 #14 #14 #18 #18 #18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) VESDA LAY -OUT TS1 SLC DATA CIRCUIT + 00 0� SUPERVISED SWITCH AT EQUIPMENT FMM-1 ® 9 _a8 _a 7 TENS 4 6 4 -1 5 ONES o �-T LOOP 0 2 3 4 ADDRESS Vo 00 (-) TO NEXT ADDRESSABLE (+) DEVICE TYPICAL WIRING FOR FMM-1 MONITOR MODULE FAN CONTROL CIRCUIT SLC DATA CIRCUIT ((+ 00 FRM-1 9C 8NC 7NQENs 6C NC ONES ' o LOOP ADDRESS 1 QO 00 J TO NEXT ADDRESSABLE �+ DEVICE TYPICAL WIRING FOR FRM-1 CONTROL MODULE FROM FACP. RPS, OR PREVIOUS DEVICE TO NEXT DEVICE OR END OF LINE RESISTOR TYPICAL WIRING FOR Z—SERIES HORN/STROBES & STROBES FILE VH S A POWER SUPPLY PAID SEP 28 2012 TUKWILA FIRE Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved REV. BY: V) m 0 DESCRIPTION SUBMITTED FOR PLAN REVIEW DATE N to N 0) 0 0 INDEX, LEGEND, TYPICAL DIAGRAMS, iCALCU LA GALE: 1/8" = 1'-O" DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 09/26/12 BACKROUND PLAN PROVIDED BY: GUARDIAN SECURITY JOB NUMBER: 55540 SHEET FA -01 A R A F \A/ nR< • ---------- ..... ---------------------. • .. .. . .. . . . . . . .: • . . . • • • . -"7-.-- ... . .• • . . . . .. • . . . . . . . .. . . : • :. . .... . . .. . . ., ' . "• . , •• . . . .. .• . • ' ' • *I . • .._ . . . • . • • .* .. li• . ____L. . . . . . : . . . .. . . . . . . . . . . . . . ,.... , . . i .. . . • . . . . • . • . . 1._ • . ' i . • . . . I . ____. : . : . I . .. 1 i• . . .... . . .• ' : Jr. . . . : . : 1: , 1 ..... .. i • .. . . • • .. . .. .. '-I . . . : . . . . ..• .. . ___.__ . . . . .. . __:__.___ ... .. . . . . . . . . .. . . 1V-0" 30.-0" 30.-0" L 110 E RELOCATE EXISTING DEVICE 75 TO THIS LOCATION 1 , _ il t--------] -1 , — 1_ .1 i . i N i I I V V L__ I -------- • • • N s, • L L L N / 75 T Es I L.. L. 1A L • COLD ISLE IlL HOT ISLE . • . • „ • M M E , . • COLD ISLE / E C, TRH AL N 75 E COLD ISLE !W»-- / E C, TRH AL N 75 E COLD ISLE !W»-- / E HOT ISLE I— HOT ISLE / .,/..'. '• // COLD ISLE HOT ISLE COLD ISLE I . • . HOT ISLE / Copyright 2006 by Guardian Security Systems, Inc. All Ritts Reserved ) 1743 ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS 0 DESCRIPTION 3 Li 5 Liz< 0 IL 0 LiI I 2 CO 3 LLJ F— c\I (1) N cr) z LL 0 o K-CALE: DRAWN BY: D. SAGRELI US DESIGNED BY: D. SAGRELIU,S DATE: 09/26/12 BACKROUND PLAN PROVIDED BY: GUARDIAN SECURITY OB NUMBER: 55549! SHEET FA -02 M:\Engineering\Drawings\Wowracks\As Builts Dwgs 9- • I Fire_Vesda_ AI -FA.dwg, 0 10 ' 31:59 AM, dgarcia, PDF995 ME\ ELEVATOR L033Y TEL/DATA M COLD AISLE • • • • 115 HOT AISLE VESDA REL ELECTRICAL F. E. 110 C 110 • REV COLD AISLE OVED EXISTI\G DEVICES tt • HOT AISLE COLD AISLE HOT AISLE COLD AISLE HOT AISLE. COLD AISLE • HOT AISLE R 1-16 145i4' u DEC FUTURE CRAC UNIT INSTALLED CRAC UNIT Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 REV. BY: In mm2 0 In 0 0 0 DESCRIPTION SUBMITTED FOR PLAN REVIEW REVISION PER PLAN REVIEW AND REVISED DESIGN 0 z 4 f 0 I- J 3 m 4 DATE 0 07/06/10 09/10/10 N i 0 zaaaaa J /(1)CC 01 W a Z Z a J 06 III Fici o0 00 I— U a Q� O >-amco .1 m Z < 4:i WQ g (Oz g a.m.- < Q LLg- o Z Y 3n J U gT�a_2 < < 0 < CC w N oC N (i) r -ii: <0 CD W ‘CALE. 1/8" = 1' DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: EVERGREEN POWER SYS \OB NUMBER: ( SHEET N. 5500 FA -02 CODE INFORMATION MATRIX GENERAL NOTES SHEET INDEX BUILDING CODEI 2006 INTERNATI❑NAL BUILDING CODE 2006 INTERNATI❑NAL FIRE CODE 2006 INTERNATI❑NAL MECHANICAL CODE WASHINGTON STATE AND CITY OF TUKWILA AMENDMENTS TO CODES LISTED ABOVE BUILDING CODE AUTHORITY: CITY OF TUKWILA OCCUPANCY: GROUP B CONSTRUCTION TYPE: REINFORCED CONCRETE FIRE PROTECTI❑NI FULL SPRINKLER COVERAGE PER NFPA 13 BUIDLING AREA, 60,580 NSF SCOPE OF WORK 1. ADD VERY EARLY SMOKE DETECTION ASPIRATOR(VESDA) THROUGHOUT DATA CENTER. ADD MONITOR MODULES TO MONITOR THE VESDA SYSTEM WITH THE BUILDING FIRE ALARM PANEL. 2. RETAIN EXISTING NOTIFICATION DEVICES IN OFFICE AND CONFERENCE ROOMS. REMOVE OLD WALL MOUNT NOTIFICATION DEVICES IN DATA CENTER AND RELOCATE CABLING TO CONFORM TO NEW DEVICE LOCATIONS AT THE CELING. OLD DEVICES HAD A CURRENT DRAW OF 209ma ea (418 TOTAL). NEW DEVICES DRAW 190ma (95cd DEVICE) AND 218 (115cd DEVICE) FOR A TOTAL OF 408ma. CURRENT DRAW IS NOT AFFECTED BY THIS CHANGE. FIRE ALARM MATRIX OF OPERATION a. INDICATED ACT1ON WILL CAUSE A SPECIFIC RESULT O 1 0 ACTIONS SYSTEM OUTPUTS DESCRIPTION BUILDING FACP ALARM LED AND AUDIBLE SIGNAL BUILDING FACP SUPERVISORY LED AND AUDIBLE SIGNAL BUILDING FACP TROUBLE LED AND AUDIBLE SIGNAL REPORT ALARM SIGNAL TO CENTRAL MONITORING STATION REPORT SUPERVISORY SIGNAL TO CENTRAL MONITORING STATION REPORT TROUBLE SIGNAL TO CENTRAL MONITORING STATION RECALL ELEVATORS TO PRIMARY LOBBY ACTIVATE BUILDING EVACUATION AUDIBLES 4 SYSTEM INPUTS ABCDEFGH 0 I' J J I 1 MANUAL PULL STATION 4 DATE o o o 2 AREA SMOKE DETECTOR \ \ \ co (00 O 3 WATERFLOW SWITCH ACTIVATED O N r a, 4 TAMPER VALVE OFF -NORMAL 'O 5 FIRE ALARM SYSTEM TROUBLE 6 FIRE ALARM AC POWER FAILURE 7 FIRE ALARM SYSTEM LOW BATTERY 8 OPEN CIRCUIT , 9 GROUND FAULT 10 CIRCUIT SHORT 11 VESDA SYSTEM FIRE 2 12 VESDA SYSTEM FIRE 1 13 VESDA SYSTEM ACTION 14 VESDA SYSTEM ALERT 15 VESDA SYSTEM MAINTENANCE & FAULT ALL EQUIPMENT SHALL BE U.L. LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING 2. ETC. 3. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC. TEL. 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0" (900mm) FROM AN AIR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. ALL FIRE ALARM DEVICE BACK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AND ASSOCIATED: CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDE[) BACK BOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS. 8. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANELS SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESSING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED SIEMENS DISTRIBUTOR. 14. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE U.L. LISTED (UUJS). 15. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 16. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 17. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS. 18. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS. SHEET DESCRIPTION FA -01 INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPLING PIPE LAY -OUT LEGEND MOUNTING DETAILS 4.69 HORN/STROBE AND STROBE MOUNTING ALARM STROBE R E 80" A.F.F. 0 O MANUAL PULL STATION , (448" TO PULL 1 5 0 O 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE QUANTITY SYMBOL E 1 E 210 FT 2 13 DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL AFP -400 NOTIFIER PROVIDED 66" A.F.F. REL PRE -ACTION RELEASE PANEL FS -250 SIEMENS PROVIDED 66" A.F.F. VESDA VESDA DETECTOR W/POWER SUPPLY VLP-002 w/ VPS -1000S-120 VESDA PROVIDED 66" A.F.F. F ADDRESSABLE MANUAL PULL STATION BG12-FX NOTIFIER 4S DEEP BOX 48" TO HANDLE w/1 GANG RING M ADDRESSABLE MONITOR MODULE HTRI-S SIEMENS 4S DEEP BOX FIELD LOCATE ADDRESSABLE RELAY HTRI-R OUTPUT MODULE SIEMENS 4S DEEP BOX FIELD LOCATE CEILING MOUNT 3, HI -cd HORN/STROBE ZN-HMC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST CEILING MOUNT HORN/STROBE ZN-MC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST X WALL MOUNT HORN/STROBE X=cd SETTING WALL MOUNT STROBE X=cd SETTING VESDA SAMPLING PIPE ZN-MC-FW ZR -MC -FW VP -P-210 SIEMENS SIEMENS SIEMENS 4S DEEP BOX 4S DEEP BOX N/A 80" A.F.F. TO BOTTOM 80" A.F.F. TO BOTTOM TO STRUCTURE VESDA 90 DEG FITTING VP-ELB-90 SIEMENS N/A N/A VESDA END CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N/A VESDA TEE FITTING VP -TEE SIEMENS N/A N/A VESDA PIPE COUPLING VP -COUP SIEMENS N/A N/A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A WIRE SCHEDULE WASHINGTON 98134 FAX (206) 628-4990 LU -J F— a LU U) lf') O CV LL1 CV Q � F— o • J to _1 Z 0 v) LU LU U, LU —J Lu Cr WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D R P S X UD UI DATA LINE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNALING CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT. UNDERGROUND DATA UNDERGROUND INITIATION TWISTED PAIR WITH TWO TWO TWISTED PAIR TWISTED PAIR TWISTED PAIR RATED TWISTED PAIR RATED SHIELD #16 #14 #14 #14 #18 #18 #18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) U1 0) LL CI a co 01 cri -45 Q co 6 rn it i m 0) a .0) 0) C) Lu WIRING DIAGRAMS VESDA LAY -OUT SLC DATA CIRCUIT + 00 00 S SUPERVISED SWITCH AT EQUIPMENT EMM -1 II9 778 4 a 7 TENS 6 5 LOOP 10 11 2 0 1 4 2 3 4 ADDRESS 0 I QO 00 (-) TO NEXT ADDRESSABLE (+) DEVICE TYPICAL WIRING FOR FMM-1 MONITOR MODULE FAN CONTROL CIRCUIT SLC DATA CIRCUIT + FRM-1 9C 8NC 4(, 7N 20 6C NC a ONES ' 0 LOOP 0 11 1 12 13 514 2 3 N04 ADDRESS 00 0 0 I 00 (-) TO NEXT ADDRESSABLE (+) DEVICE TYPICAL WIRING FOR FRM-1 CONTROL MODULE FROM FACP. RPI, OR PREVIOUS DEVICE TO NEXT DEVICE OR END OF LINE RESISTOR TYPICAL WIRING FOR Z—SERIES HORN/STROBES & STROBES .11 REL VESDA POWER SUPPLY Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved REV. BY: (n CO 0 0 CO 0 O 1 0 DESCRIPTION SUBMITTED FOR PLAN REVIEW REVISION PER PLANE REVIEW AND REVISED DESIGN 0 Z 4 0 I' J J 0 4 DATE o o o \ \ \ co (00 O N O N r a, O O 'O CC WL F—w � Z.?j W W m ao ?Zo >wrIcf0-0 coocf:< Q Q�� (/)6z tjt (/) 03 ✓ :71- CC <�N \ IL T- 0 0 J Z 0 LU LU i< LU 0 �CALE: 1/8" = DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: EVERGREEN POWER SYS. .JOB NUMBER: 5500 CFA SHEET-0 SHEET _0 1 4' SERVER NEW 3" VIC. TEE (VIKIN: STARTS HERON. EXISTING 4" STANDPIPE EXISTING 3" MAIN DETAIL FO' ADDITIONAL NF 0 0 O D AD on T REMOTE AREA .15/3300 SQ. FT. c O PIPING PLAN 1/8)) = l' -O" FH 6" DIP 6" DIP a9 EXISTING 6" P.I.V. of 1.1 -RISER ROOM LOCATION r _J rJ r -J J \--UNE INDICATES SERVER ROOM FLOOR ABOVE - ALL UNDERGROUND PIPING IS EXISTING AND SHOWN FOR REFERENCE ONLY SITE PLAN NTS FH 0 N 6" DIP -►fII a N TUKWILA INT'L BLVD n r * FLEXIBLE COUPLINGS LOCATED AT TOP AND BOTTOM OF RISER A - 2" PIPE STAND B - 3" VICTAUUC BUTTERFLY VALVE C - 3" MODEL F-1 DELUGE VALVE W/ MOD. F TRIM KIT W/ ELECT/PNEUMATIC RELEASE B - RISER MOUNTED AIR COMPRESSOR (SYSTEM CAPACITY = 57.66 GAL) 1"- 169-0(.045) = 7.605 114"- 120-0(.078) = 9.36 11"- 4-0(.106) = .424 3"- 93-0(.433) = 40.269 TOTAL CAPACITY = 57.66 VALVING DETAIL NTS -i L J SCOPE OF WORK: - UPGRADES TO THE EXISTING FIRE PROTECTION SYSTEMS SEISMIC BRACING IN SERVER ROOM PER FM GLOBAL STANDARDS - PROVIDE NEW AUXILARY PREACTION SYSTEM IN SERVER ROOM - THE REMOVAL AND CAPPING OF ALL EXISTING WET LINES WILL TAKE PLACE ONCE THE PREACTION SYSTEM IS OPERATIONAL. EXISTING WET MAINS TO REMAIN WITH DRIP TRAYS (PROVIDED BY OTHERS) INSTALLED DIRECTLY BELOW GENERAL NOTES: 1. ALL NEW PIPING 1" THRU 11/2" TO BE SCHEDULE 40 WITH CAST IRON FITTINGS. ALL NEW 3" PIPING TO BE SCHED. 10 THINWALL WITH FIRELOCK GROOVED FITTINGS 2. ALL MATERIAL AND INSTALLATION PER NFPA 13 AND A.H.J. 3. HANGERS PER DETAILS 4. PLUGGED OUTLETS PROVIDED AT THE END OF BRANCHLINES TO ACCOMODATE FUTURE SPRINKLER COVERAGE UNDER DUCTWORK 48" OR GREATER IN WIDTH 5. ALL REQUIRED ACCEPTANCE TESTING SHALL BE PERFORMED BY THE INSTALLER PER NFPA AND THE A.H.J. 6. WATER SUPPLY DATA TAKEN FROM EXISTING SPRINKLER DRAWINGS 7. ALL ELECTRICAL, PAINTING OF PIPE, CUTTING OR PATCHING OF DRY WALL TO BE BY OTHERS r 1/2' ELBOW 1/2'X7' (177,8) a 1/2' ELBOW UNION 1/2' X 2 1/2' <63,5) 1/2' X 6 1/2' C: 1/2' X 1-1/2 <38,1) 1/2' TEE 1/2' PLUG 1/2' TEE 1/2' X 1-1/2' (38,1) 1/2' TEE 1/2' X 1-1/2' (38,1) 1/2' x 1/4' x 1/2' TEE 1/2' X 1/4' X 1/2' TEE 1/2' X 5' (127) 1/4' X 1-1/2' (38,1) 1/2' X 1-1/2' (38,1) WATER GAUGE SIDE OUTLET VALVE /4' X 1-1/ (38,1) 1/2' X 3 1/2 (88,9) 1/2' X 1-1/2' (38,1) 1/2' X 1-1/2' (38,1) P.O.R.V. See Note 6 1/2' ELBOW 1/2' X 3 1/2' (88,9) 1/2'X4' (101,6) 1/2' ELBOW EMERGENCY RELEASE 1/2' X 1-1/2' (38,1) 1/2' TEE ELBOW 1/2' X 1-1/2' (38,1) 1/2' UNION 1/2' X 1-1/2' (38,1) 1/2' TEE 1/2' X 1-1/2' (38,1) 1/2' ELBOW 1/2' PLUG 1/2' X 5' (127) 1/4' ELBOW 1/4' X 1-1/2' <38,1) 1/4' CHECK VALVE 1/16' RESTRICTION 1/4' X 1-1/2' (38,1) 1/4' STRAINER 1/4' X 1-1/2' (38,1) 1/4' BALL VALVE 1/4' X 1-1/2' (38,1) 1/4' UNION. 1/2' ELBOW 1/2' X 1-1/2' (38,1) 1/2' X 5-1/2' 1/2' (139,7) UNION ti$ 'CHECK VALVE J 3' X 2' a */) /4 (50,8) II (101,6) 3/4' X 1/2' X 3/4'` TEE 1/2' X 4' 3/4' X 2' (50,8) 1/2' X 2' (58,8) 1/2' ELBOW 1/2' X 2' <58,8) 1/2' X 2' (58,8) 1/2'X9' (228,6) 1/2' TEE 1111/2' x DRAIN CHECK .. 1-1/2' VALVE (38,1) <See Note 5) ® 1/2' X 1-1/2' (38,1) 1/2' BALL VALVE 1/2'X4' 1/2' X 2' (58,8) 1/4' PLUG 1/2' X 1/4' X 1/2' TEE 1/4' X 1-1/2' (38,1) 3/4' X 2' SIDE OUTLET VALVE <50,8) 1/4' X 1-1/2' (38,1) 1/4' ELBOW (101,6) UNION • 3/4' X 2' Itis (50,8) .__ 1/2' ELBOW 1/2' X 2' (58,8) 1/2' TEE 1/2' X 4' (101,6) 1/2' X 3/4' X 1/2' TEE 1/2' 1/2' X 4' BALL (101,6) VALVE 1/2'X4' (101,6) 1/2' PLUG 1-1/4' ELBOW 3/4' TEE 3/4'X2' (50,8) 3/4' BALL VALVE DELUGE VALVE TRIM KIT DETAIL NTS DRAIN CUP 3/4' PLUG ALARM CONNECTIONS (See Note3) 1/2' PLUG CONNECTION FOR OPTIONAL ELECTRIC ALARM (See Note 4) 1-1/4' X 3' (76,2) 1-1/4' BALL VALVE L r LEVEL 2 KEY PLAN NTS L J J O / 0 o o � o o v1. v o oo ° Qp el o o a POWERS DROP-IN INSERT n 0,A0 .A A O p a 0o a0 W ATR = 4" AND SMALLER PIPE RING HANGER TYP. H A\ GE L J 1/2x21/2 KWIK BOLT • •°• e•• 44 .. A .a. TOLCO FIG. 1001 PIPE CLAMP FOR SWAY BRACING N e TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TYP. e STEEL PIPE LATERAL BRACE LATERAL SWAY BRACE (LONGITUDINAL SIMILAR) L J ABBREVIATIONS / SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION AFF : Above Finish Floor BOD : Bottom Of Deck BOB : Bottom Of Beam BOJ : Bottom Of Joist BOP : Bottom Of Purlin COJ : Cut On Job FOW : Face Of Wall Flex : Flexible Coupling DN : Down Nipple RN : Riser Nipple GG : Groove X Groove TT : Thread X Thread GT : Groove X Thread GOE : Groove One End TOE : Thread One End 5-11 DENSITY CHANGED TO ORDINARY HAZARD GROUP 1 (.15) 7-22 AS-BUILTS SYMBOL 0 SIZE MODEL MAKE FINISH STYLE TEMP K -FACTOR TOTAL 1�2„ VK300 VIKING BRASS SSU 155 5.6 37 BOISE LONGVIEW PORTLAND MEDFORD FIRE PROTECTION CONTRACTOR'S LICENSE VI -KI -NA -S373 NT VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH (206) 622-4656 SEATTLE, WA. 98134 FAX: (206) 622-9319 Date: 3-22-2010 APPROVING AGENCIES ® : Centerline of Pipe BOD CITY OF TUKWILA/FM GLOBAL ®10" : Centerline of Pipe AFF (1'-0") : Ref. Only Dimension AFF PROJECT WOWRACK SERVER ROOM 12201 TUKWILA INT'L BLVD SEATTLE, WA 98166 Scale: AS NOTED Job No. WSC-0373 TOTAL SPRINKLERS SHOWN ON THIS SHEET TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 32 DESCRIPTION NEW AUX. PREACTION SYSTEM Drawn By: MIKE MOFFETT Sheet No. 1 OF 1 CODE INFORMATION MATRIX GENERAL NOTES SHEET INDEX BUILDING CODE: 2006 INTERNATI❑NAL BUILDING CODE 2006 INTERNATI❑NAL FIRE CODE 2006 INTERNATI❑NAL MECHANICAL CODE WASHINGTON STATE AND CITY OF TUKWILA AMENDMENTS TO CODES LISTED ABOVE BUILDING CODE AUTHORITY; CITY OF TUKWILA OCCUPANCY: GROUP B CONSTRUCTION TYPE: REINFORCED CONCRETE FIRE PR❑TECTI❑N: FULL SPRINKLER COVERAGE PER NFPA 13 BUIDLING AREA: 60,580 NSF SCOPE OF WORK 1. ADD VERY EARLY SMOKE DETECTION ASPIRATOR(VESDA) THROUGHOUT DATA CENTER. ADD MONITOR MODULES TO MONITOR THE VESDA SYSTEM WITH THE BUILDING FIRE ALARM PANEL. 2. RETAIN EXISTING NOTIFICATION DEVICES IN OFFICE AND CONFERENCE ROOMS. REMOVE OLD WALL MOUNT NOTIFICATION DEVICES IN DATA CENTER AND RELOCATE CABLING TO CONFORM TO NEW DEVICE LOCATIONS AT THE CEUNG. OLD DEVICES HAD A CURRENT DRAW OF 209ma ea (418 TOTAL). NEW DEVICES DRAW 190ma (95cd DEVICE) AND 218 (115cd DEVICE) FOR A TOTAL OF 408ma. CURRENT DRAW IS NOT AFFECTED BY THIS CHANGE. ALL EQUIPMENT SHALL BE U.L. LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING 2. ETC. 3. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC. TEL. 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0" (900mm) FROM AN AIR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. ALL FIRE ALARM DEVICE BACK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACK BOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS. 8. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANELS SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 9. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESSING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED SIEMENS DISTRIBUTOR. 14. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE U.L. LISTED (UUJS). 15. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 16. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 17. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS. 18. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS. MOUNTING DETAILS 28 PM, dgarcia, OceTDS700.pc3 HORN/STROBE AND STROBE MOUNTING ALARM STROBE i R 80" A.F.F. MANUAL PULL STATION 0 1-7 0 ©48" TO PULL1-4 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE 2,251 SHEET DESCRIPTION FA -01 INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPLING PIPE LAY -OUT LEGEND QUANTITY E E 3 2 E E 210 FT 4 2 2 13 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL AFP -400 NOTIFIER PROVIDED 66" A.F.F. REL PRE -ACTION RELEASE PANEL FS -250 SIEMENS PROVIDED 66" A.F.F. VESDA VESDA DETECTOR W/POWER SUPPLY VLP-002 w/ VPS -1000S-120 VESDA PROVIDED 66" A.F.F. F ADDRESSABLE MANUAL PULL STATION BG12-FX NOTIFIER 4S DEEP BOX w/1 GANG RING 48" TO HANDLE M ADDRESSABLE MONITOR MODULE FMM-1 NOTIFIER 4S DEEP BOX FIELD LOCATE R ADDRESSABLE RELAY FRM-1 OUTPUT MODULE NOTIFIER 4S DEEP BOX FIELD LOCATE X CEILING MOUNT HI -cd HORN/STROBE ZN-HMC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST CEILING MOUNT X HORN/STROBE ZN-MC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST WALL MOUNT j HORN/STROBE X=cd SETTING WALL MOUNT STROBE X=cd SETTING X ZN-MC-FW SIEMENS 4S DEEP BOX ZR -MC -FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM 80" A.F.F. TO BOTTOM VESDA SAMPLING PIPE VP -P-210 SIEMENS N/A TO STRUCTURE VESDA 90 DEG FITTING VP-ELB-90 SIEMENS N/A N/A VESDA END CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N/A VESDA TEE FITTING VP -TEE SIEMENS N/A N /A VESDA PIPE COUPLING VP -COUP SIEMENS N/A N /A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A WIRE SCHEDULE Ltiay 0614 cc 14t 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D R P S X UD UI DATA LINE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNALING CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT UNDERGROUND DATA UNDERGROUND INITIATION TWISTED PAIR WITH SHIELD #16 TWO #14 TWO #14 TWISTED PAIR #14 TWISTED PAIR #18 TWISTED PAIR. RATED #18 TWISTED PAIR RATED #18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) REV. BY: FIRE ALARM MATRIX OF OPERATION (n m 0 INDICATED SPECIFIC ACTIONRESULT WILL CAUSE ACTIONS SYSTEM OUTPUTS REVISION PER PLANE REVIEW AND REVISED DESIGN BUILDING FACP ALARM LED AND AUDIBLE SIGNAL BUILDING FACP SUPERVISORY LED AND AUDIBLE SIGNAL BUILDING FACP TROUBLE LED AND AUDIBLE SIGNAL REPORT ALARM SIGNAL TO CENTRAL MONITORING STATION REPORT SUPERVISORY SIGNAL TO CENTRAL MONITORING STATION REPORT TROUBLE SIGNAL TO CENTRAL MONITORING STATION 1 RECALL ELEVATORS TO PRIMARY LOBBY ACTIVATE BUILDING EVACUATION AUDIBLES (0 SYSTEM INPUTS ABCDEF � n GH I 1 MANUAL PULL STATION 2 AREA SMOKE DETECTOR 3 WATERFLOW SWITCH ACTIVATED 4 TAMPER VALVE OFF -NORMAL 5 FIRE ALARM SYSTEM TROUBLE 6 FIRE ALARM AC POWER FAILURE 7 FIRE ALARM SYSTEM LOW BATTERY 8 OPEN CIRCUIT 9 GROUND FAULT 10 CIRCUIT SHORT 11 VESDA SYSTEM FIRE 2 12 VESDA SYSTEM FIRE 1 13 VESDA SYSTEM ACTION 14 VESDA SYSTEM ALERT 15 VESDA SYSTEM MAINTENANCE & FAULT ALL EQUIPMENT SHALL BE U.L. LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING 2. ETC. 3. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC. TEL. 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0" (900mm) FROM AN AIR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. ALL FIRE ALARM DEVICE BACK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACK BOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS. 8. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANELS SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 9. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESSING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED SIEMENS DISTRIBUTOR. 14. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE U.L. LISTED (UUJS). 15. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 16. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 17. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS. 18. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS. MOUNTING DETAILS 28 PM, dgarcia, OceTDS700.pc3 HORN/STROBE AND STROBE MOUNTING ALARM STROBE i R 80" A.F.F. MANUAL PULL STATION 0 1-7 0 ©48" TO PULL1-4 0 4S DEEP BOX W/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE 2,251 SHEET DESCRIPTION FA -01 INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPLING PIPE LAY -OUT LEGEND QUANTITY E E 3 2 E E 210 FT 4 2 2 13 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL AFP -400 NOTIFIER PROVIDED 66" A.F.F. REL PRE -ACTION RELEASE PANEL FS -250 SIEMENS PROVIDED 66" A.F.F. VESDA VESDA DETECTOR W/POWER SUPPLY VLP-002 w/ VPS -1000S-120 VESDA PROVIDED 66" A.F.F. F ADDRESSABLE MANUAL PULL STATION BG12-FX NOTIFIER 4S DEEP BOX w/1 GANG RING 48" TO HANDLE M ADDRESSABLE MONITOR MODULE FMM-1 NOTIFIER 4S DEEP BOX FIELD LOCATE R ADDRESSABLE RELAY FRM-1 OUTPUT MODULE NOTIFIER 4S DEEP BOX FIELD LOCATE X CEILING MOUNT HI -cd HORN/STROBE ZN-HMC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST CEILING MOUNT X HORN/STROBE ZN-MC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST WALL MOUNT j HORN/STROBE X=cd SETTING WALL MOUNT STROBE X=cd SETTING X ZN-MC-FW SIEMENS 4S DEEP BOX ZR -MC -FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM 80" A.F.F. TO BOTTOM VESDA SAMPLING PIPE VP -P-210 SIEMENS N/A TO STRUCTURE VESDA 90 DEG FITTING VP-ELB-90 SIEMENS N/A N/A VESDA END CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N/A VESDA TEE FITTING VP -TEE SIEMENS N/A N /A VESDA PIPE COUPLING VP -COUP SIEMENS N/A N /A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A WIRE SCHEDULE Ltiay 0614 cc 14t 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D R P S X UD UI DATA LINE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNALING CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT UNDERGROUND DATA UNDERGROUND INITIATION TWISTED PAIR WITH SHIELD #16 TWO #14 TWO #14 TWISTED PAIR #14 TWISTED PAIR #18 TWISTED PAIR. RATED #18 TWISTED PAIR RATED #18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) REV. BY: in m 0 (n m 0 DESCRIPTION SUBMITTED FOR PLAN REVIEW REVISION PER PLANE REVIEW AND REVISED DESIGN DATE 0 0 (0 cD � n 0 0 ( E 0 WIRING DIAGRAMS VESDA LAY -OUT SLC DATA CIRCUIT + 00 00 FM LO 0 0 0 0 I QO 00 SUPERVISED SWITCH AT EQUIPMENT (—) TO NEXT ADDRESSABLE (+) DEVICE TYPICAL WIRING FOR FMM-1 MONITOR MODULE SLC DATA CIRCUIT + 00 00 \ FAN CONTROL CIRCUIT FRM-1 9C ® 8NC 4 _gS)_7N1s\ B 6C NC '2\ oNcso LOOP 2 1 4 2 3 NO4 ADDRESS 0 0 QO 00 (—) TO NEXT ADDRESSABLE (+) DEVICE TYPICAL WIRING FOR FRM-1 CONTROL MODULE FROM FACP, RPS, DR PREVIOUS DEVICE ACCEPTED O Without Comments St As Noted in Red O :.Per The Attached Letter hese plans have been reviewed by The Tukwila Fire -tvention Bureau for conformance with current City ::•randards. Acceptance is subject to errors and omissions which do not authorize violations of adopted 5tandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawingsOfter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test antinspection by The Tukwila Fire Prevention Bureau. Date: 7—fci— rc) By: I E:'hs�''a Sregktr hA IA e14vy) o- deo( rc" 1,4 PAT- Pf L��- brcctieV15; I $ e Kr.* 4Nd( 4-Y),i'P%5 av tot".hl,/ NWA- 7) .31J- 17.7.3, c TO NEXT DEVICE OR END OF LINE RESISTOR TYPICAL WIRING FOR Z --SERIES HORN/STROBES & STROBES TigutivVUA FIRE DEPARTIVILNI Please call: 575• . '7 and give this job No. io -f -13 7 anti oxact address for shut. )own or restoration aD rc \mL C) REL VESDA POWER SUPPLY ti Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved WL F -w a Z �J W W m o0 V z Z� Qr >-acaco iiigacca) cOc3ter1 •<.* F3 (OQ Z er<Ct..) — 5 (D'Es DD <0ccn tL r 0 11.1 w -J w 0 ' CALE: 1/8" = 1'-0"� DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: EVERGREEN POWER SYS .OB NUMBER: 55005 c SHEET FA -02 ,, ia. OceTDS700 2/2010 1:24:41 PM esda FA01-FA04.dw owracks\FA Dra �r= MEN OO EL__EVATOR LOOBY ---T OO OO /// L../DATA _ l'. 1 S L -_I COLD AISLE • /77 it D HOT AISLE J COLD AISLE M • LVESDA REL C P C A I_._ P.E. 110 110 • . EV10VE EXISTING DEVICES HOT AISLE COLD AISLE %i HOT AISLE L COLD AISLE HOT AISLE • • COLD AISLE i HOT AISLE N _D N r -- DECK FUTURE CRAC UNIT FUTURE CRAC UNIT SCALE: 4" = 1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: (I) mm 0 (t) 0 DESCRIPTION SUBMITTED FOR PLAN REVIEW REVISION PER PLAN REVIEW AND REVISED DESIGN DATE 0 0 N 0 In N. 0 0 2aaaaa ( WL r F-wD Z�� W moo V z(1) >w 0 DA m Zc'cQ U) p Z � gg CDL -54 2D0cr <<c) �N Il 0 4CALE: 1/8" = 1' DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: EVERGREEN POWER SYS. .0B NUMBER: 5500 SHEET FA -02 43 1 I' I' I- 1 1 �p 1. I I I I Ivo I I I sR� 1 I 11/4 1 I 11 1 \ 0 I ® ``V 11 I T1j-212 1 1 1 16 I I I 10 1 I I I I I I 11-1o1/2i (,'' I I I I I I s§\" I I I I I I ('O I I I I I I JGv I I I 4IR\' 1 11/4 1 I 11 I \ 20 v.° b8-11 • I 10-21/2 I \ 1 1 L_.41, __ _24" D . I-BE(tM -1-_ :_ oo-- II I N II I .J i 9" 14 11 ®o 10-1i1 1� / 1 1-131/2 I_____I NEW 3" VIC. TEE (VIKIN STARTS HERE) M o ELECT. EXISTING 4" STANDPIPE EXISTING 3" MAIN S EIII FO D � FO' ADDITIONAL INFO GWB © 8-0 PIPI\G PLAN 1/811 = 11-0)> FH 6" DIP 6" DIP EXISTING 6" P.I.V. RISER ROOM LOCATION P r j rJ J UNE INDICATES SERVER ROOM FLOOR ABOVE - ALL UNDERGROUND PIPING IS EXISTING AND SHOWN FOR REFERENCE ONLY SITE PLAN NTS -1041 FS/ 6" DIP 1 -L TUKWILA INT'L BLVD J I � 'a- 11-6 I`i I I C 1 0�O S 110 'Ss' I \SR II ocQ�I 1 1 I I I I I I 1 I I E)kIST1N6 DECK NO 4.S. c as u\ cV 0 O I 0 c r 4" 41 5 * FLEXIBLE COUPLINGS LOCATED AT TOP AND BOTTOM OF RISER A - 2" PIPE STAND B - 3" VICTAULIC BUTTERFLY VALVE C - 3" MODEL F-1 DELUGE VALVE W/ MOD. F TRIM KIT W/ ELECT/PNEUMATIC RELEASE B - RISER MOUNTED AIR COMPRESSOR (SYSTEM CAPACITY = 57.66 GAL) 169-0(.045) = 7.605 11/4"- 120-0(.078) = 9.36 112"- 4-0(.106) = .424 3"- 93-0(.433) = 40.269 TOTAL CAPACITY = 57.66 VALVING DETAIL NTS L SCOPE OF WORK: - UPGRADES TO THE EXISTING FIRE PROTECTION SYSTEMS SEISMIC BRACING IN SERVER ROOM PER FM GLOBAL STANDARDS - PROVIDE NEW AUXILARY PREACTION SYSTEM IN SERVER ROOM - THE REMOVAL AND CAPPING OF ALL EXISTING WET LINES WILL TAKE PLACE ONCE THE PREACTION SYSTEM IS OPERATIONAL. EXISTING WET MAINS TO REMAIN WITH DRIP TRAYS (PROVIDED BY OTHERS) INSTALLED DIRECTLY BELOW GENERAL NOTES: 1. ALL NEW PIPING 1" THRU 11/2" TO BE SCHEDULE 40 WITH CAST IRON FITTINGS. ALL NEW 3" PIPING TO BE SCHED. 10 THINWALL WITH FIRELOCK GROOVED FITTINGS 2. ALL MATERIAL AND INSTALLATION PER NFPA 13 AND A.H.J. 3. HANGERS PER DETAILS 4. PLUGGED OUTLETS PROVIDED AT THE END OF BRANCHLINES TO ACCOMODATE FUTURE SPRINKLER COVERAGE UNDER DUCTWORK 48" OR GREATER IN WIDTH 5. ALL REQUIRED ACCEPTANCE TESTING SHALL BE PERFORMED BY THE INSTALLER PER NFPA AND THE A.H.J. 6. WATER SUPPLY DATA TAKEN FROM EXISTING SPRINKLER DRAWINGS 7. ALL ELECTRICAL, PAINTING OF PIPE, CUTTING OR PATCHING OF DRY WALL TO BE BY OTHERS Colo -rot vatves -low -f;o Ise eie(,4fi6.,((•( S.ireevlsecAI. Pre- 461-;0,, Vaty-e a-r;'o 1-e$t 4 4 rrs¢..Gt,6'C'iph o(e+evh-s +es-' recd, r t. J I- 1/2' ELBOW 1/2' X 7' (177,8) a 1/2' ELBOW UNION 1/2' X 6 1/2' (165,1) 1/2' X 1-1/2' (38,1) 1/2' T 1/2' 1/2' X 2' (58,8) 1/2' X 2 1/2' (63,5) 1/2' X 1/4' X 1/2' TEE 1/2'X5' (127) J (�C 1/2' TEE EE JI PLUG 411 PLUG rC (See Note 2) v 611/2' t i4., 11 1/ •s� :1�, 1/2' X 1-1/2' �• (38,1) 4f(� it 1/2' TEE �� 1/2' X 1-1/2' (38,1) 1/2' x 1/4' x 1/2' TEE 1/4' X 1-1/2' (38,1) 1/2' X 1-1/2' (38,1) 1/2' 1/2' ELBOW PLUG (See Note 1) WATER GAUGE SIDE OUTLET VALVE /4' X 1-1/ (38,1) 1/2' X 3 1/2' (88,9) 1/2' X 1-1/2' (38,1) 1/2 TEE r 1/2' X 1-1/2' tu',I (38,1) P,O,R.V. See Note 6 1/2' 1/4' ELBOW 1/4' X 1-1/2' (38,1) 1/4' '■� CHECK VALVE 11 1/4' X 1-1/2' (38,1) 1/4' STRAINER `II 1/16' RESTRICTION 1/2' X 3 1/2' (88,9) 1/2' X 4' (101,6) ELBOW EMERGENCY RELEASE 1/2' X 1-1/2' (38,1) 1/2' TEE 1/2' ELBOW 1/2' TEE 1/2' X 1-1/2' (38,1) 1/2' UNION 1/2' X 1-1/2' (38,1) 1/2' X 2' (58,8) 1/2' X 1-1/2' (38,1) 1/2' ELBOW I. 410 .t.D 0' 1/2'X 5' 1/2' PLUG %'+' %ji" ' 1/2'(38,1)-1/2' lit; y: ..°N ✓ TEE 1/2'�1/2' x DRAIN CHECK 1-1/2' VALVE (101,6) ®(38,1) (See Note 5) i/2' X 1-1/2' (38,1) 1/2' X 1-1/2' (38,1) �A"i 444-4.: UNIO 1/2' X 2''U( . (58,8) .112,... -.It. 1/2'X2' , (58,8) rc 1/2' X9 C228,6 1/2' �0000 � to, 1/2'X4' ELBOW ELBOW 1/2' BALL VALVE WATER GAUGE UNION 3/4' X 2' (50,8) 3/4' X 2' (50,8) 1/4' X 1-1/2' (38,1) 1/4' BALL VALVE 1/4' X 1-1/2' (38,1) 1/4' UNION 1/2' ELBOW 1/2' X 1-1/2' (38,1) i#1/2' X 5-1/2' 1/2' (139,7) UNION 1/2' X DRIP CHECK VALVE 1/2'X4' (101,6) 1/2' ELBOW 1/2' X 2' (58,8) 1/2' TEE 1/2' X 4' (101,6) DRAIN 1/2' X 3/4' X 1/2' PLUG ALARM CONNECTIONS (See Note3) TEE • 011/2' 1/2' X 4' BALL (101,6) rlffrC VALVE �1+ 4,0 (101,6) 1/2' PLUG 1-1/4' ELBOW 3/4' X 2' (50,8) 1/2'X2' (58,8) 1/2' X 1-1/2' (38,1) 0 1/4' PLUG 1/2' X 1/4' X 1/2' TEE SIDE OUTLET VALVE 1/4' X 1-1/2' (38,1) 3/4' X 2' (50,8) 1/4' X 1-1/2' (38,1) 1/4' ELBOW 3/4' TEE 3/4' X 2' (50,8) 3/4' BALL VALVE DELUGE VALVE TRIM KIT DETAIL NTS 1/2' PLUG CONNECTION FOR OPTIONAL ELECTRIC ALARM (See Note 4) 1-1/4' X 3' (76,2) taut lul 1-1/4' BALL VALVE L r LEVEL 2 KEY PLAN NTS L J 0 a O o ▪ 0 • 0 'Q O n C) G. pp n 0 po 40 4 ,n d� POWERS DROP-IN INSERT p 3/4" ATR = 4" AND SMALLER PIPE RING HANGER TYP. H A\ Ic3E� 1/2x21/2 KWIK BOLT . 44 ..• d TOLCO FIG. 1001 PIPE CLAMP FOR SWAY BRACING N TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TYP. STEEL PIPE LATERAL BRACE LATERAL SWAY 3 ACE (LONGITUDINAL SIMILAR) L J 0 Without Comments IX As Rt?Cei... in Red i' Per The Attached Letter These plans have been reviewed by The Tukwila Fire r'revention Bureau for cc forrn3nce with current City r andards. Acceptance is subject to errors and ._)missions which do not aWdlonze violations of adopted - andards and ordinances. The responsibility for the- a'deguacy of design rc ` :",Ith the designer. or ;�vIsI'�- r to dier'e drawingsafter �Gdtions, deletions this date will void trAs will require.a resubmittal of revised di +viii.` tor subsequent approval.. Fina! acceptance is subject, to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. t1 KWILA; FIRE DEPARTMMI Please cell:: 5754407 and give this job Nb. /D -S-o�S and exact address for shuti k7# ror� e8toratibn alal)ro,)al` I F1L� CQ13y 7 J J ABBREVIATIONS / SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION AFF : Above Finish Floor BOD : Bottom Of Deck BOB : Bottom Of Beam BOJ : Bottom Of Joist BOP : Bottom Of Purlin COJ : Cut On Job FOW : Face Of Wall Flex : Flexible Coupling DN : Down Nipple RN : Riser Nipple GG : Groove X Groove TT : Thread X Thread GT : Groove X Thread GOE : Groove One End TOE : Thread One End : Centerline of Pipe BOD : Centerline of Pipe AFF (1'-0") : Ref. Only Dimension AFF 5-11 DENSITY CHANGED TO ORDINARY SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K -FACTOR TOTAL HAZARD GROUP 1 (.15) VK300 VIKING BRASS SSU 155 5.6 32 BOISE LONGVIEW PORTLAND MEDFORD FIRE PROTECTION CONTRACTOR'S LICENSE VI -KI -NA -S373 NT VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH (206) 622-4656 SEATTLE, WA. 98134 FAX: (206) 622-9319 APPROVING AGENCIES CITY OF TUKWILA/FM GLOBAL PROJECT WOWRACK SERVER ROOM 12201 TUKWILA INT'L BLVD SEATTLE, WA 98166 Date: 3-22-2010 AS NOTED Job No. TOTAL SPRINKLERS SHOWN ON THIS SHEET TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 32 DESCRIPTION NEW AUX. PREACTION SYSTEM Drawn By: MIKE MOFFETT Sheet No. Without Comments As Noted in Red Per The Attached Letter 'these pians have been reviewed by The Tukwila Fire prevention :ion Eur•eaau for con ormance with current City :rrendards. Accernc2 is subject to errors and OmIssCdl1S which bo not authorize violations of adopte arldards and ord rvmces, The responslbiilty for the ,,Oe }uac of d eit.i.,a totally with the designer. tti ^ 4 voidt:6!7:.f �f i h41.. �•i�� V Osdate� Will V/i.).l ; stibraittal foi subsequent approve acc r1:ance if .uo),icrt to ii ki test and Inspection by i ie Tukwila Fke :'revert l , ?? bUreDLl. Ft1ij rec Imre a P ease, c: .v: 3 . iS '• kJ6 Cgthive s �° ire. Cd. fr ai'l Cyt �. k ✓i . and exact address for shut- down or restoration approv . HANGER #1 HANGER #2 0.4 (o• 2') �C��17UR' N D a t4E.1--A Psi2A,1c N 1.1 t4e e EXIST PIPE IN NEW SERVER ROOM TO BE REMOVED EXCEPT AS NOTED TYPICAL LATERAL BRACE TYPICAL LONGITUDINAL BRACE NOTE: ALL PIPE & SPRINKLERS SHOWN IN THIS AREA IS EXISTING, IT IS SHOWN FOR REFERENCE PURPOSES ONLY - PIPE SIZES FOR THE NEW WORK IS BASED ON THIS PART OF THE SYSTEM ALL PIPING FOR PRE -ACTION SYSTEM TO BE GALVANIZED, SCH. 10 & SCH. 40 2 2-0 TOE 2 COJ 5'-2" RAISE MAIN AS REQUIRED RE -CUT RISER NIPPLES - COJ NEW 2" "SOCKET" CP G. 5-10 2 -1012 1 1 101 UPRI EXIST. TO REMAIN 0-6 — — 10-6 SPRINKLER R DUCT T SPRINKLER R DUCT TO REMAIN NEW 2" TOED "SOCKET" CPLG. ALL PIPING FOR WET SYSTEM TO BE BLACK, SCH. 10 & SCH. 40 ELEVATOR LOBBY 10-101/2 ELECTRICAL EXISTING 4" STANDPIPE ELECTRICAL EXISTING FACILITY W/ EXISTING SPRINKLER SYSTEM EXIST 3" DOUBLE INTERLOCK PRE -ACTION RISER - SEE DETAIL UPRIGHT UNDER EVIOUSLY CALCULATED REMOTE AREA .15/3300 SQ. FT. UPRIGHT UNDER SPRINKLER PIPING PLAN SCALE 1/8" = 1'-0" GENERAL NOTES 1. ALL WORK & MATERIAL TO CONFORM TO THE 2010 EDITION OF NFPA 13 & ALL OTHER STATE AND LOCAL CODES 2. IT SHALL BE THE OWNER'S RESPONSIBILITY TO PROVIDE & MAINTAIN ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SYSTEMS AND IN ALL OTHER PORTIONS OF ANY OTHER TYPE OF SYSTEM (DRY, DELUGE, PRE -ACTION, ETC.) THAT CONTAIN WATER 3. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM SHALL BE THE RESPONSIBIUTY OF THE OWNER AND / OR THEIR STRUCTURAL REPRESENTATIVE 4. ALL MATERIAL & DEVICES TO BE NEW, U.L. USTED & F.M. APPROVED 5. ALL HANGER MATERIALS AND SPACING TO BE PROVIDED PER NFPA 13 6. SEISMIC BRACING TO BE PROVIDED PER NFPA 13 & F.M. STANDARDS 7. ALL NEW PIPING TO BE HYDROSTATICALLY TESTED PER NFPA 13 8. ALL PIPE TO BE PITCHED AS FOLLOWS FOR DRAINAGE - MAINS: i" IN 1O'-0", BRANCHUNES: i" IN 10'-0" 9. ALL WRING OF ELECTRICAL DEVICES BY OTHERS 10. ALL ALARM & DETECTION WORK & EQUIPMENT BY OTHERS 11. ALL PAINTING OF PIPE, INCLUDING ANY PREPARATIONS FOR PAINTING, BY OTHERS 12. ALL ACCESS PANELS BY OTHERS 13. ALL PATCHING OF ANY KIND BY OTHERS DESIGN CRITERIA 1. SYSTEM DESIGN BASED ON ORDINARY HAZARD, GROUP1 OCCUPANCY 2. MAXIMUM HEAD SPACING - 130 SQ. FT. 3. PIPE SIZING IS BASED THE SIZING OF THE EXISTING PRE -ACTION SYSTEM FABRICATION NOTES 1. ALL PIPE AND HANGER MEASUREMENTS ARE SHOWN AS "Cur LENGTHS 2. ALL PIPE 1"-2" TO BE GALV., SCHEDULE 40 WTH STANDARD CLASS 125, CAST IRON THREADED FITTINGS, U.N.O. 3. ALL PIPE 23" & LARGER TO BE GALV., SCHEDULE 10 WITH VICTAUUC'S "FlRELOCK" GROOVED FITTINGS, U.N.O. +7'-31" EXIST. 3" GRVD. BUTTERFLY VALVE EXIST. 3" GRVD CHECK VALVE EXIST. 3" GRVD. DELUGE VALVE EXIST. 3" GRVD BUTTERFLY VALVE EXIST. DOUBLE INTERLOCK PRE -ACTION RISER SCALE 3/4" = 1'-0" AS—BUILT DRAWING BY: DJC DATE: 1-17-12 VIKING AUTOMATIC SPRKLR. CO. - SEATTLE, WA. ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP OF COMPETENCY AFF - CENTERLINE ABOVE FINISH FLOOR BFC - CENTERLINE BELOW FINISH CEILING BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC - CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ - CENTERLINE BELOW BOTTOM OF JOIST BOP • CENTERLINE BELOW BOTTOM OF PURIM BTJ - CENTERLINE BELOW TOP OF JOIST COJ-CUT ON JOB GOE - GROOVE ONE END TOE - THREAD ONE END G -G - GROOVE x GROOVE TG • THREAD x GROOVE T -T - THREAD x THREAD N.I.C. - NOT IN CONTRACT G.OL - GROOVE O•LET (GROOVED WELDED OUTLET) P.O.L. • PIPED -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL TEMP. FINISH STYLE N.P.T. K-FCTR. CANOPY S.I.N. TOTAL STATIC: NO. DATE BY DESCRIPTION 0 VIKING QUICK RESP 155° BRASS UPRIGHTS 1/2" 5.6 N/A VK -300 14 RESIDUAL: .4. 9'b Z5 under cL' . FLOWING: DATE: LOCATION: PROVIDED BY: FIRE PUMP INFORMATION PUMP TYPE: TOTAL NEW SPRINKLERS THIS SHEET: 14 RATED PRESSURE: APPROVING AUTHORITIES TOTAL NEW SPRINKLERS THIS PROJECT: 14 RATED GPM: CITY OF TLIKWIIA PORTLAND MEDFORD SEATTLE (KING FIRE PROTECTION VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CONTRACTOR REGISTRATION NO.: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO PROJECT: WOWRACK — SERVER ROOM EXPANSION 12201 Tukwila International Blvd. PAUU Seattle, WA. 98168 B 19 I -U KW I LPA SPRINKLER SHOP DRAWING `'�` THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: 9-20-12 DRAWN BY: DJC SHEET NUMBER SCALE: --AS NOTED PROJECT NUMBER: - •--WSG-2729 FP1 O 1 Steel Bar Joist Inverted Top Beam C -Clamp with Retaining Strap (Joist) Retaining Strap Top Beam C -Clamp with Lock Nut /— All Thread Rod 1 Swivel Ring HANGE DETAIL GENERAL NOTES! 1. SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 2. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F.M. APPROVED. 3. PROJECT IS TO RELOCATE AND ADD FLEXHEAD PENDENTS TO ROOM #104 USING EXISTING OUTLETS ON EXISTING SYSTEM. 4. THE SERVERS ARE WITHIN 12" OF CEILING GRID. 5. THE STRUCTURE IS STEEL OPEN WEB JOISTS. A - ADDED FLEXHEAD - 3 R - RELOCATED HEAD - 19 P-PLUGEDHEAD -0 E - EXISTING HEAD TO REMAIN- 10 If - HVAC UNIT P E co ..w_ ct u) ceo u� co E ce tti- cf) • riVAC- UNIT —71 12207 773 13 ` %% P E0 P E • E co (o w C0 u_ IIr CO g i A? 0 0 w mornOmprrnmrrnseeexemereems -k\/AG _ . 1. 1UNIT E • c,. ROOM 11104 SCALE 1/4" = 1'-0" P w w Cr) (I) R HVAC UNIT E EXISTING BRANCHLINE NEW FLEXHEAD Because of `-� demand our increased demand our inspectors' sche schedules are days ahead. Therefore, e, you will y to call 206-575-4407 or email F eed �'` C�•Ff.. your inspections a rninimurn o'4L hours in advance of the you inspection, FLEX HEAD DETAIL TUKWILA T7ht. Uh /"i}i t i4. I_ Please calla 575-44QZ and give this job NoedCk3– /Y and exact address for shut® gown or restoration approval, .'E it s �� x .ti. m 11 ,_t rl .. •� - • tr;i5 Ii-��.i 7" -..iii Jl ', 1 ., ivn and t r' icC 4 fw 1 sublec_3t to fietd test and inspection J Shy Date: 08 jim@reliancefire.com i W 4(00 CD W O) 4 > o <Q as ,Sent ��- co Z ov0 (1)oo`� el QCOQU •- 7)1 ce Tel: (206) 682-6636 w 0 0 J Q N off' Va=�LLI Qco <0 o § 0) Li.0 Z >- 0 W Y D H 0 N CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 0 Z 0 APRIL 2008 0 JIM BOWLIN } 0 Approval: TUKWILA FIRE a] Tti U 0) 0 K Factor I Orifice I Degree co 0 0 L) 0) -a 0 GL 5601 QR CHROME PENDENT HEAD U (0 2 W m 0 J 0 E co 0 0 j a) 0 0 0. U in 0) 0 Revision No. -o c 0) w J 0 0 0. 0 a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E 0) V ` Pacific View Bld. B 30L LIST Symbol Qty Description Back Box Mounting Height Manufacture Part Number A' 6 1 Fire Alarm Panel Surface 5'-6" Top Notifier BEAFP-400 FACP C' 6 4C 1 4AWG SOLID FiRE RATED 1 Remote Power SupplySurface D 6 Sequence Of Operation Matrix —.4.11 horn and or strobes All hvac shutdown _ 1 o e- E a Mt. Elev recall All Smoke Fire Dampers Close FACP Alarm Monitoring Output FACP Supervisiory Monitoring Output FACP Watertlow Alarm Monitoring Output FACP System Trouble Monitoring Output ___... _ ...... Annunciate Zone or Device On FACP Parking Waterflow X X X WBB-R X Notifier WM3T-24-FR )(___________X____ 2C 1 4AWG SOLID FIRE RATED 16 Parking Pull / Smoke X X X S24-XXXX X X 1 Bell WP WBB-R X Parking Waterflow X X X Manual Pull Station X 48" C Notifier )(___________-X---.. F Parking Pull / Smoke X X X Notifier X 3 Elevator Heat Detector 4 sq Deep W/4-0 Ring Main Floor Waterflow X X X 6 X - - X MR -201/C X Main Floor Elevator Lobby Smoke X X 4 sq Deep X Notifier CMX-2 c 12 . Main Floor Pull/ Smoke X X X M X X Waterflow by others - - X 2nd Floor Waterflow X X X - X X 1 X 2nd Floor Pull / Smoke X X X X X - - X 3rd Floor Waterflow X X X X X X 5'-6" Top X X X STu X 4 _$ X 3rd Floor Pull / Smoke 4th Floor Waterflow X X X X X X 4th Floor Pull / Smoke X X X X X X Sprinkler Tamper Switches X X System trouble X i Voltage Drop Calculation FACP Total Wire Footage Total Circuit Load Volatile 0 Last Device Zone 1 200 0.48 23.5 Zone 2 Zone 3 250 0.57 23.25 Zone 4 Voltage Drop Calculation FCPS # 1 Total Wire Footage Total Circuit Load Volatge 0 Last Device Zone 1 330 1.4 21.35 Zone 2 Zone 3 360 1.2 21.7 100 0.3 23.84 Zone 4 150 0.45 23.65 SYiV 30L LIST Symbol Qty Description Back Box Mounting Height Manufacture Part Number A' 6 1 Fire Alarm Panel Surface 5'-6" Top Notifier BEAFP-400 FACP C' 6 4C 1 4AWG SOLID FiRE RATED 1 Remote Power SupplySurface D 6 5'-6" Top Notifier - FCPS 2C 1 4AWG SOLID FIRE RATED Efl 27 ADA Horn/Strobe 4 sq. Deep Note 15 Notifier P24-XXXX 2C 1 4AWG SOLID FIRE RATED 1 Strobe WP WBB-R Note 15 Notifier WM3T-24-FR WP L 2C 1 4AWG SOLID FIRE RATED 16 Strobe WBB-R Note 15 Notifier S24-XXXX L WP 00 1 Bell WP WBB-R Note 15 Notifier MB -G10 -24-R 12 Manual Pull Station S -G Deep 48" C Notifier BNG-1 R F 18 Smoke Detector 4 sq Deep W/4-0 Ring - Notifier SDX-751 3 Elevator Heat Detector 4 sq Deep W/4-0 Ring - Notifier HD -603 6 Relay - - Notifier MR -201/C R 9 Control Module 4 sq Deep - Notifier CMX-2 c 12 Monitor Module 4 sq Deep - Notifier MMX -1 M WF 3 Waterflow by others - - 0 3 Tampers by others - - ® 1 Post Indicator by others - - 4 Duct Smoke Detectors - - 1 STU (By Others) - 5'-6" Top Notifier STU-11 Z -UL STu 4 Duct Smoke by others - 5'-6" Top Notifier RTS 4S1 RT FCPS # t Pacific View Bld B Battery Calulations Item 2 34 5 Oty Part # 1 FCPS-24 6 3241575W 7 S2475W 10 P241575W 9 P2475W Description Remote Power Supply Strobe, 24VDC, 15/75c Strobe, 24VDC, 75c.. Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Standby Current Total = Alarm Current -Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided = 7AHR Total Standby Alarm Standby 0.032000 0.032000 0.032000 0.066000 0.000000 0.123000 0.000000 0.091000 0.000000 0.148000 0.000000 0.032000 0.032000 X 24 3.531000 X .083 Total Alarm 0.032000 0.396000 0.861000 0.910000 1.332000 3.531000 0.768000 0.293073 1.061073 0.318322 = 1.379395 MAIN FACE Pacific View Bld. B Battery Calculations Item 2 3 4 5 6 7 8 9 10 11 12 13 Oty 12 918 44 12 6 2 31 1 WI 'E LEGE\ 3 SYMBOL WIRE TYPE USED ON A 6 2C 1 4AWG SOLID FIRE RATED INITIATING CIRCUIT FEED FIRST FLOOR - FIRE PROTECTION PLAN A' 6 4C 1 4AWG SOLID FIRE RATED INITIATING CIRCUIT FEED & RETURN THIRD FLOOR - FIRE PROTECTION PLAN '° c 6 2C 1 4AWG SOLID FIRE RATED INDICATING CIRCUIT FEED ROOF - FIRE PROTECTION PLAN C' 6 4C 1 4AWG SOLID FiRE RATED INDICATING CIRCUIT FEED & RETURN D 6 1 PR. 16AWG TWISTED SHIELDED MID CAP FIRE RATED DATA CIRCUIT P 6 2C 1 4AWG SOLID FIRE RATED POWER CIRCUIT FEED P' 6 4C 1 4AWG SOLID FiRE RATED POWER CIRCUIT FEED & RETURN R 6 2C 1 4AWG SOLID FIRE RATED RESETTABLE POWER FEED R' 6 4C 1 4AWG SOLID FIRE RATED RESETTABLE POWER FEED & RETURN M 6 2C 1 4AWG SOLID FIRE RATED MAGNETIC DOOR POWER FEED F 6 2C 1 4AWG SOLID FIRE RATED FIRE DAMPER POWER FEED Part # AFP -400 MMX -1 CMX-2 SDX-751 DHX-502 SDX-551 RTS451 BGX-101L P241575W P2475W S241575W WM3T-24-FR MB -G10 -24-R �ISE� DIAGRA V r C' D D D o-D,C• r: p e (ROOF) C CIRCUIT _ -UIWp CIRCUIT _ C D P DP Q- D, P, R,C D Q -P o -D (FOURTH FLOOR) (THIRD FLOOR) C CIRCUIT _ `rvv->ri FCPS 110 VAC DEDICATED D,P,R,2C 36C C DP DP 3#12I 7.7 110 VAC NEU. EARTH GROUND FACP BATTERIES 4 CONDUCTORS #18 0--D,P,R,3C D bo Q -P 4 t TO DED. 110 VAC °'^ 20 AMP CIRCUIT Q 4 CONDUCTORS #18 STU __Ry Others `rY DED. 110 VAC (SECOND FLOOR) C CIRCUIT _ JW1rN C DP DP e r e jj D,P,R,2C D Q -P El (FIRST FLOOR) C CIRCUIT _ -Mb-r CLA C D P DP o-D,P,R,C (PARKING LEVEL 2) C CIRCUIT _ J1NIr� C D P DP (PARKING LEVEL 2) Description Fire Alarm Control Panel Monitor Module Control Module Intelligent Photoelectric Smoke Detector Ip Duct Detector Housing (insert head type) Intelligent Photoelectric Smoke Detector Remote Test Station Manual Pull Station Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Strobe, 24VDC, 15/75c Weather Proof Strobe (ADA) 10" Motor Bell Standby Current Total = Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided = 7AHR Standby 0.170000 0.000200 0.000300 0.000290 0.000200 0.000000 0.000300 0.000000 0.000000 Alarm 0.420000 0.000200 0.000300 0.000290 0.000200 0.007000 0.000300 0.091000 0.148000 0.066000 0.088000 0.030000 Total Standby 0.170000 0.002400 0.002700 0.005220 0.000000 0.000800 0.000000 0.003600 0.000000 0.000000 0.000000 0.000000 0.000000 0.184720 Total Alarm 0.420000 0.002400 0.002700 0.005220 0.000000 0.000800 0.028000 0.003600 0.546000 0.296000 0.198000 0.088000 0.030000 1.620720 0.184720 X 24 = 4.433280 1.620720 X .083 = 0.134520 = 4.567800 1.370340 = 5.938140 G \EAL OTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN -NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT, ROUTING. 3. ALL CONDUIT SiZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. APPROVED COVERING MUST BE LEFT ON ALL SMOKE DETECTORS UNTIL FINAL CONSTRUCTION CLEAN UP IS COMPLETED. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 1'1. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T --TAPPING OF STYLE 4 ADDRESSABLE CIRC JITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. CANDELA RATING OF STROBES ARE INDICATED ON THESE DRAWINGS AT EACH LOCATION. DEVICE 3ESIGNATIO\ LEGE\ D NOTIFICATION CIRCUIT: i EXAMPLE: A EXAMPLE EXAMPLE: CIRCUIT A ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 TYPE (MODULE) MODULE ADDRESS 1 L11 M 01 El ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 TYPE (DETECTOR) DETECTOR ADDRESS 1 EXAMPLE: 3:1 CONVENTIONAL INITIATING DEVICES: ZONE NUMBER 3 DEVICE NUMBER 1 TUKWILA FIRE DEPARTivlta Please call: 575-4407 and give this job No. and exact address for shut* down or restoration aft ACCEPTED Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: (00/F9 By: Project Contact Data MAi^17151 NIIA/- 51)113 0;7 p lyjz,1�� m 2,( -Ab 6-z,`CIL-"S Loh erc `,rcdcA 6001e 8�' /f5 1)/r'v� - �'/ /1-Cce;9T Ce- % Ta�r� F.A. Supplier Elect. Cont. Design - Precision Alarm (425) 697-2116 ECO6 PREIAL024Q0 VECA Electric 5614 7th Ave South Seattle, Wa. 98108 (206) 436-5200 FILE 21818 66th Ave. W. Suite 12 Mountlake Terrace, Wa. 98043 TUKWILA FIRE DEPARTIVItivi Please call: 575-4407 and give this job and exact address for shut- down or restoration appro., SHEET SCHEDULE FA -0 GENERAL NOTES, SYMBOLS, LEGENDS AND RISER DIAGRAM FA -1 PARKING LEVEL 1 - FIRE PROTECTION PLAN FA -2 PARKING LEVEL 2 - FIRE PROTECTION PLAN FA -3 FIRST FLOOR - FIRE PROTECTION PLAN FA -4 SECOND FLOOR - FIRE PROTECTION PLAN FA -5 THIRD FLOOR - FIRE PROTECTION PLAN '° FA -6 FOURTH FLOOR - FIRE PROTECTION PLAN FA -7 ROOF - FIRE PROTECTION PLAN DESCRIPTION LU I- 0 O 0 ci) I\ d' O ao rn N co NI- N M 00 I.) U.) N J LU I - m LTJ z m 0 ‘CALE: SCALE RE .ALARM CORE&SH F LL `Q DRAWN BY: DRAWN_BY DESIGNED BY: DESIGNED_BY ATE: DATE SHEET JUN 2 2 1999 Eppzu-D SHEET C U 75 75 75 C 03 Waal Mf -1335II 75 15 C °Am J 8 STAMM o t 4 C 75 75 1004 1M03 0 M 1 MO5 1D05 1M04 1M 06 W/F PKG 2 UP TO FACP ¢D/P/R PARKING LEVEL 1 - FIRE PROTECTION PLAN SCALE: 1/8n = 1'—O" UP TO FCPS FLR 1 7575 T 1 DESCRIPTION w 1— Q 0 O 0 1 -1-1 N H lx 0 cl)CO•44 O CC N) O M • oO Z - M c in La - 0, _! Lai N F— m a -, WASHINGTON z 0 LiJ Lj UJ w 4cCALE: 1/1r = 1'-0" DRAWN BY: BFM DESIGNED BY: JMC TE: 4/4/99 SHEET FA -1 _} 13 UP TO FCPS ON FLR 1 — 0 C L PARKING LEVEL 2 - FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" = 0 ,1 i 0 cn w ce w DESCRIPTION La I— a O z N. M "ct r O P) 0 a) � LO CZU LOW) F: L. " U CL LL Ct w cn 0F- 1 Pi 0 O CI) Z D dn' o rl C i �,J W M O M 03 Z M ▪ 04 Cn w r W N I— m ■allaaa 120 a z P- O Tz I 4) Q W a z m 0 �CALE: Z 0_ Z 0 F— U Li J F- 0 0_ Lai L� N J W w J CD Z 0_ LU J F— F— F— w w 1/8" = V-0" DRAWN BY: BFM DESIGNED BY: JMC ATE: 4/4/99 SHEET FA -2 I SEE ENLARGE PLAN THIS SH ET .u. ... .,. FIRST FLOOR - FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" 4 P1 DIP DOWN 2C/D/P/ 1M10 ELECTRelCSFD's DORR HOI DFRS_ SFD POWER BY OTHERS ELECTRICAL ROOM F107 - ENLARGED PLAN SCALE: 1/4" = 1'-0" DESCRIPTION w 0 O Z J 0 CI) M 0 '— CO OD U � U o_ IQ m w F— cn I Ix 0 Ci °° c•I 0 r c.) m ubmnm ■ r0 V co 1 = i . 0 w SCALE: Z J 0 0 F- U F 1..1. Ll_ 0 0 L V / U__ w —J I— w w J\ 1/8" = 1'-O" DRAWN BY: BFM DESIGNED BY: JMC DTE: 4/4/99 SHEET FA -3 J 3A/ 2P / TO F207 ELECTRICAL RM. C Ciq c to .eb. B;‘!) &Mk SEE ENLARGED PLAN THIS SHEET D IC)) SECOND FLOOR - FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" SFD's DORR HOLDERS SFD POWER ELECTRICAL BY OTHERS F201 ELECTRICAL ROOM F207 - ENLARGED PLAN SCALE: 3/8" = 1'-0" f m Lai IX DESCRIPTION w I 0 O 0 ci) 01 J W N m co w W J z J a_ Z O F— CD U LIJ I— O 0 L.� O 0 J L.� Z 0 U LTJ to Q Z I- W m w ‘CALE: 1/8" = 1'-0" DRAWN BY: BFM DESIGNED BY: JMC tTE: 4/4/99 SHEET THIRD FLOOR - FIRE PROTECTION PLAN SCALE: 1 /8" = 1'-0" N 0 V) w DESCRIPTION LLI 1- a 0 0 0 co a CO U P4;1 Li U O_ O w q I— D N ®ct O Cf) z czi .Fi O Qz) cr w a I - z Li O CX L. - O) N M r Ln M LO N La— • 5 a) . 0 cto WASHINGTON w LLI w w O = V) ‘CALE: 1 /8" = 0 0 U 0 a_ La./ w 0 0 1,-0„ DRAWN BY: BFM DESIGNED BY: JMC tTE: 4/4/99 SHEET FA -5 C B 1D15 -S D IP -CD 1D16 0- -R D16R D/P-o FOURTH FLOOR - FIRE PROTECTION PLAN SCALE: 1 /8" = 1'-0" N TO DOOR HOLDERS 0 O w DESCRIPTION w F - Q O l M d' O r CO O I NI < iris:. CaZ 1:41 _• M O to o_ Q m w In 0 ±. F— ce I 11 O Z CIull 0 Nt CS1) C I W M O co M Q) •ZE Z - Pt)) Ce N L.L. O WW N I- 1102010111 CCS WASHINGTON z Q 0 z 0 F-- 0 w F- 0 a_ w Ct Lam. 0 0 L� F- 0 U_ w W -J F— z F— w m W 0 SCALE: 1/8" = 1'-0" DRAWN BY: BFM DESIGNED BY: JMC ATE: 4/4/99 SHEET FA -6 DOWN 1- 1 1 f 0 SHUNT 1•RIP 15 1D22 ALT. PRIME L' D - 1M33 1 M34 DOWN ROOF - FIRE PROTECTION PLAN SCALE: 1/8" = C;) cn O v) w m w DESCRIPTION LU I O Z 0 Lai I- N I�— Ct O Z CO CI Q N Ct I W M CljO M a co 1— n Z1.0 CC CNI w O') r w N 1— CSS 0=1 LU Q 0 ‘CALE: 1/8" = 1'-0" Z 0 z O F— LU F- O 0 w L L O LU f- I - F Lai w 2 DRAWN BY: BFM DESIGNED BY: JMC ATE: 4/4/99 SHEET FA -7 • ��77\..... -- L k.a,.; ••••`•;17- O 1O /11 r-6 3/4" 13'-3 5/8" EX 20'-10 3/8" J Wltho -' .. L x)mrents 0 As Noce_ ,r: Re O Per -I he 6. tachec. Letter ase plans have been reviewers to in:. Tukwila Fire ention Bureau for conforrnanr't ;' current City ldards. Acceptance is subjeci ,t, .. rrors and ss'ons which cio not authorizf A'tolatio"s If adopted •ue;-ds and ordinances rhe espons!i,l=..,) for the I:,acy of desigi rests totally with cr=e .resigner. ' L:ons, deieaorls of revisions tc' rhes: crawings after aa1:c will void tats acceptance and w 'require a oubmittal o{-E:vtsea drawings for 5uoseuo,ent approval. ,=:nal acceptance .ject to fiela test ana inspection by i ne Tukwila Fir(' ention Bureau. / f-�Y--(By: Date' 1 P1 PLAN VIEW • • • • • • • .•.. dam.. . • .A. UKVITILA 77711i 6'QL,7A.Aj4.Lc. :J r ••» and St..:; this r Permit i OG s- �- exxcci: r: 1 re s f07 shut .. wn or restoration approval. CONCRETE —\ i u HANGER ALL THREAD ROD RING HANGER EX 9'-2 1/8" north 00Y== ADO �/NpN g'/►f p C��R7,S OF 0011 I 212 EX P2 PLAN VIEW 1/8' • 1'-v 16 i 1 FIRS PROTEOTwW SPR( N ICLIMR (SYSTEMS Lucia S. Y. F� S :4626.0311-C Level3 iVilcing Automatic Sprinkler Company 't VIKINAS37314T s,., I irir ========== 1111011111 SW MIR SCOPE OF WORK RELOCATE HEADS IN P1 & P2 ELEVATOR LOBBIES GENERAL NOTES: 1. SYSTEM IS DESIGNED PER NFPA 13, AND THE CITY OF TUKWILA. 2. DESIGNED FOR ORDINARY OCCUPANCY HAZARD 3. ALL NEW PIPING SHALL BE SIZED TO MATCH EXISTING 4. PIPE: THREADED - STIEL, BLACK, SCH40 5. FTG.S: THREADED ANVIL DUCTILE IRON - BLACK 6. HANGER MATERIAL F1NISH TO BE BLACK OR STANDARD ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION AFF -CENTERLINE ABOVE FINISH RAW BFC • CENTERLINE BELOW FINISH CEILING DOB -CENTERLINE BELOWBOTT26 OF BEAN IOC- CENTERLINE BELOW BOOM OF eW- CENTERLINE BELOW LOOMOF DECK BOJ • GEMINI% BELOW BOOM OF JOIST [OP •CENTIMEBELOW WON aRANI BTJ - CENTENO* BELOW Ta OF J06T OW -CBT ONJOB Oce•GROOVE ONE END TOE -THREW ONE END GG -GROOVE A GROOVE TO•TINEAD• GROOVE TT•THREAD 'MEAD ILC.• NOT N CONTRACT POC• MINIM CONNECTER 0.01.•URJOLEo1ET (GROOVED NEMO FOL •PPEgIET(THREADED WELDED OUTLET) SYMBOL MAKE MODEL SME SIN. TEMP. N.P.T. K•FCTR CANOPY FINISH TOTAL STATIC: NO. DATE BY REVISIONS DESCRIPTION Q VIKING M QR-HSW VK305 155 1/2 5.6 N/A BRNZ 4 RESIDUAL.. FLOWIND: D DATE LOCATION: PAI; •$TAMP '! 17 201? PROV6ED BY: FIRE PUMP INFORMATION 0 )etiti,11147k FIRE PROINGTON VIKING AUTOMATIC SPRINKLER COMPANY PROJECT: SABEY / IGW 12201 Tukwila Intl Blvd Bld B Seattle, WA A FIRE PORTLAND MEDFORD 3434 FIRST AVENUE SOUTH SEATTLE, WA 88134 PHONE: (206) 622-4656 FAX: (206) 622.8318 CCBO is VIXINAS373NT LONGVIEW MEWOENN POCATEILO P1 & P2 ELEVATOR LOBBY PUMP TYPE: TOTAL SPRINKLER THIS SHEET: 4 RATED PRESSURE TOTAL SPRINKLERS THIS PROJECT: 4 RATED DPM: APPROVING AUTHORmEs Cc ) 7 z77) City of Tukwila THIS MAYANS IS THE PROPERTYOFVNNO AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE A140IS NOT TO BE DISCLOSED OR UTR2ED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRNKLER COMPANY. OATEORAME 11/16/2017 MLLE NOTED DRAMS% CION KOVAL WST 7630 SHEET NUMBER FP -1 `r. i4 CONCRETE DEO( • rx2 ' POWERS SW EXPANSION ANCHOR " ALL THREAD ROD SWIVEL RING HANGER " ROD COUPLING r r BEAM CLAMP W/ RETAINING STRAP " ALL THREAD R00 TYPICAL HANGERS ELECTRICAL S - 2 1-0 T -G _2_ 2 4 5- EXIST 0- COJ fr EXIST. 2 TO REMAIN 1-0 T -G foommilkommiomminniP N ABBREVIATIONS 0 it BEAM CLAMP W/ RETAINING STRAP r ALL THREAD ROD SWIVEL RING HANGER -F-- STEEL I -BEAM /-CONCRETE DECK •::j..•. . rx3 " POWERS S01 EXPANSION ANCHOR TOLCO 980 SWAY BRACE ATTACHMENT 1' SOH. 40 PIPE TOLCO 1001 SWAY •� BRACE ATTACHMENT TYPICAL LATERAL BRACE EXIST PIPE IN NEW SERVER ROOM TO BE REMOVED EXCEPT AS NOTED CONCRETE DECK •• . •. ...• - 3'x3" POWERS SO1 EXPANSION ANCHOR TOLCO 4L SWAY BRACE ATTACHMENT TOLCO 980 SWAY BRACE ATTACHMENT TYPICAL LONGITUDINAL BRACE 0 Without Comments W As Noted in Red Per The Attached Letter ;.lose plans have been reviewed by The Tukwila Fire . vention Bureau for conformance with current City .r+dards, Acceptance is subject to errors and 1i, ions which do not authorize violations of adopted *r.Jards and ordinances, The rewwon.s IIity for the o:Juacy of design rests tncr�_, with the designer. r+itror� �, deletions or revisions to these drawings after r date v3will void this acceptance -and will require a asubmittai of revised drawings for subsequent approval. :inal'acceptance is subject to field test and inspection by ne Tukwila Fire Prevention Bureau. By:41/v1-5-1 PPe-41431, de-icoPieh •11-$A3, ILA 964 2•9heai fb °Fla vre,--. NOTE ALL PIPE & SPRINKLERS SHOWN IN THIS AREA IS EXISTING, IT IS SHOWN FOR REFERENCE PURPOSES ONLY - PIPE SIZES FOR 1HE NEW WORK IS BASED ON THIS PART OF THE SYSTEM 1 3 12-8 (-1 1 1 2-0 1 NEW SERV=E R 12-0 0 WCWEN 3 21-0 i 114 1', —0 114 6-0 0 -111t \ 4 6-0 ROTATE EXIST. TEE POSITION IT ON THE 'RUN' JAN. MEN 0 114 6-0 114 1 3 21-C 14 2-0 114 6-0 1 2-0 0 -0 0 V 3 1 v4 1Y4 12-Q14 1 1 6 17-3 EXISTING FACILITY W/ EXISTING SPRINKLER SYSTEM 3 EXIST. TO REMAIN uL ELEVATOR LOBBY EXI TEL/DATA 90 TO ,B )TOL1EE EXISTWG 4' STANDPIPE ELECTRICAL SPRINKLER LEGEND 0 EXIST. TO REMAIN 12-21 col 11. Y4 3-1 M 11/4 8-11 1 1b-21/2 9. -1 Fon 4- 3 -41/2 14 _1 ,.,N 111 9 , 7-11'�C� a 24' D). I -BEAM 1 UPRIGHT HEAD LIIIIL d DUCT 1-6 r� l EXIST 3' DOUBLE INTERLOCK PRF7ACT10I RISER co P VIOUSLY CALCULATED REMOTE AREA .15/3300 SQ. FT. SPRINKLER PIPING PLAN SCALE 1/8' = WATER SUPPLY INFORMATION REVISIONS 0 EXST. Si RtR B!>ml UPRIGHT UNDER CAD 10'-614' 1 bill•7111111111il 111. 11/4 11/4 10-4 . 7-111/2 o 1I 1/40 24' DP. 1 - en r �PRIGHT UNDER DECK TUKWILA FIRE DEPARTMENT Please call 2O x-375-4407 and give this Fire Permit No. -S -alo • and exact address for shut- down or restoration approver!, TYPICAL SYMBOLS O SYSTEM RISER / STANDPIPE 2 -WAY SEISMIC BRACE 4 -WAY SEISMIC BRACE HYDRAUUC REFERENCE POINT (-PIPE SIZE 1 PIPE 'cur LENGTH HANGER TYPE f (REFER TO HANGER DETAILS) 0-0 4-A.T.R. LENGTH T 5 HANGER LOCATION S 0 S PiPE RISE 5---G-5 PIPE DROP 5- -0- -S EXISTING PIPE / SPRINKLER Q , GROOVED COUPLING —D PIPE CAP 5 --� PLUG ®®(E) EXISTING SPRINKLER TO REMAIN ''‘^^^^^' FLEXIBLE SPRINKLER CONNECTION GENERAL NOTES 1. ALL WORK & MATERIAL TO CONFORM TO THE 2010 EDITION OF NFPA 13 & ALL OTHER STATE AND LOCAL CODES 2. IT SHALL BE THE OWNER'S RESPONSIBIUTY TO PROVIDE & MAINTAIN ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SYSTEMS AND IN ALL OTHER PORTIONS OF ANY OTHER TYPE OF SYSTEM (DRY, KLUGE PRE-AC11ON, ETC.) THAT CONTAIN WATER 3. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM SHALL BE THE RESPONSIBIUTY OF THE Opp AND / OR THEIR STRUCTURAL REPRESENTATIVE 4. All MATERIAL & DEVICES TO BE NEW, U.L USTED & F.M. APPROVED 5. ALL HANGER MATERIALS AND SPACING TO BE PROVIDED PER NFPA 13 6. SEISMIC BRACING TO BE PROVIDED PER NFPA 13 & F.M. STANDARDS 7. ALL NEW PIPING TO BE HYDROSTATICALLY TESTED PER NFPA i3 8. ALL PIPETO BE PITCHED AS FOLLOWS FOR DRAINAGE - MAINS: rIN 10'-0", BRANCHUNES: rIN 10'-0' 9. ALL 11RING OF ELECTRICAL DEVICES BY OTHERS 10. ALL ALARM & DETECTION WORK & EQUIPMENT BY OTHERS 11. ALL PAINTING OF PIPE, INCLUDING ANY PREPARATIONS FOR PAINTING, BY OTHERS 12, ALL ACCESS PANELS BY OTHERS 13. ALL PATCHING OF ANY KIND BY OTHERS DESIGN CRITERIA 1. SYSTDA DESIGN BASED ON ORDINARY HAZARD, GROUP1 OCCUPANCY 2. MAXIMUM HEAD SPACING - 130 SQ. FT. 3. PIPE S1ZWG IS BASED THE SIZING OF THE EXISTING PRE -ACTION SYST1 FABRICATION NOTES 1. ALL PIPE AND HANGER MEASUREMENTS ARE SHOWN AS "CENTER - CENTF.R' 2. AU. PIPE 1'-2' TO BE GALV., SCHEDULE 40 YATH STANDARD CLASS 125, CAST IRON THREADED FITTINGS 3. ALL PIPE 2r & LARGER TO BE GALV., SCHEDULE 10 WITH ViCTAUUC'S 'FlRELOCK' GROOVED FITTINGS PAID SEP 2 0 2012. TUKWILA FIRE oc J-�3 STAMP OF COMPETENCY PROJECT: AFF-CENITMIE ABOVE FINISH FLOOR BFC - Ga TBULE BELOW FINISH GEIUNG BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC - CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLNE BELOW BOTTOM OF DECK BOJ - CR iTERLNE BELOW BOTTOM OF JOIST BOP - CENTERLNE BELOW BOTTOM OF PURLN BTJ - CENTERLINE BELOW TOP OF JOIST GOJ- CUT ONJOB GOE - GROOVE ONE END TOE - THREAD ONE END O-0 • GROOVE x GROOVE T T -THREAD )(THREAD N.I.C. - NOT N CONTRACT G.OL - GROOVE OLET (GROOVED WELD OUTLET) PAL - PIPEO-LET (THREADED WELDED OUTLET) SYMBOL O MAKE MODEL TEMP. FINISH STYLE N.P.T. K-FCTR CANOPY S.T.N. TOTAL STATIC: DATE BY DESCRIPTION VIKING DUICK RESP 155° BRASS UPRIGHTS 5.6 WA VK -300 12 RESIDUAL: KIN& FLOWING: FIRE PROTECTION WOWRACK - SERVER ROOM EXPANSION 12201 Tukwila International Blvd. Seattle, WA. 98168 DATE: PROVIDED BY: FIRE PUMP INFORMATION PORTLAND MEDFORD SEATTLE VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CONTRACTOR REGISTRATION NO.: VIKINAS373NT PUMP TYPE. TOTAL NEW SPRINKLERS THIS SHEET: TOTAL NEW SPRINKLERS THIS PROJECT: 12 12 RATED PRESSURE: APPROVING AUTHORITIES RATED GPM: CITY OF TUKWILA c. LONGVIEW MERIDEAN POCATELLO SPRINKLER SHOP DRAWING THIS DRAWING IS Ti1E PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAW 9-20-12 SCALE: AS NOTED DMWN BY; DJC PROJECT NUMBER: WSC-2729 6HEET NUMBER FP1 OF 1 CODE INFORMATION MATRIX GENERAL NOTES SHEET INDEX BUILDING CODE: 2006 INTERNATI❑NAL BUILDING CODE 2006 INTERNATI❑NAL FIRE CODE 2006 INTERNATI❑NAL MECHANICAL CODE WASHINGT❑N STATE AND CITY OF TUKWILA AMENDMENTS TO CODES LISTED ABOVE BUILDING CODE AUTHORITY: CITY OF TUKWILA OCCUPANCY: GROUP B CONSTRUCTI❑N TYPE: REINFORCED CONCRETE FIRE PROTECTION: FULL SPRINKLER COVERAGE PER BUIDLING AREA: 60,580 NSF NFPA 13 SCOPE OF WORK 1. ADD A NEW HTRI-R RELAY MODULE FOR THE NEW CRAC UNIT SHUTDOWN. wiIV I T 1 I ai D,..2 a, rn c i 1 Iy� l 1 cn I N! I imnl * 1 m 1 F l M 1 I ca7i -rl cn I o I rn = , zc * i m; cn I I In rn-i I z 9 n mia -o' ,o �z� fTl oio1�; iZ_*i D Ca') I m i Z j N i -Ai I rI- I D I i c-)1pn— m l I i C o m i I i i I i I I D I I I ! i -H II BUILDING FACP ALARM LED AND AUDIBLE i a ! SIGNAL X 1 BUILDING FACP SUPERVISORY LED AND I co 1 AUDIBLE SIGNAL i O `-1 BUILDING FACP TROUBLE LED AND AUDIBLE ! -rl I i ; SIGNAL N l j 0 0 v ; REPORT ALARM SIGNAL TO CENTRAL MONITORING STATION I O I ; "' 1 REPORTISUPERVISORY SIGNAL TO CENTRAL MONITORING ; 2 j M - -� — I 77 I -,, REPORT TROUBLE SIGNAL TO CENTRAL MONITORING STATION I m i D — ; c 1 10 c, RECALL ELEVATORS TO PRIMARY LOBBY U) O I = I ACTIVATE BUILDING EVACUATION AUDIBLES z ! -1 4 TAMPER VALVE OFF -NORMAL DESCRIPTION V) ADD RELAY MODULE FOR NEW CRAC UNIT 5 FIRE ALARM SYSTEM TROUBLE 4 0 6 FIRE ALARM AC POWER FAILURE J J m 7 FIRE ALARM SYSTEM LOW BATTERY II 4 DATE 8 OPEN CIRCUIT o rn o co 0 9 GROUND FAULT 10 CIRCUIT SHORT 11 VESDA SYSTEM FIRE 2 12 VESDA SYSTEM FIRE 1 13 VESDA SYSTEM ACTION 14 VESDA SYSTEM ALERT 15 VESDA SYSTEM MAINTENANCE & FAULT ALL EQUIPMENT SHALL BE U.L. LISTED ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLESHOOTING 2. ETC. 1. 3. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITHOUT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC. TEL. 206-622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC. THAT ARE A RESULT OF CONDUIT RUN DEVIATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIRFLOW, NOR CLOSER THAN 3'-0" (900mm) FROM AN AIR SUPPLY DIFFUSER. 5. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 6. ALL FIRE ALARM DEVICE BACK BOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITIONAL INFORMATION. SYSTEM SUPPLIER PROVIDED BACK BOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED PER THE MANUFACTURER'S INSTRUCTIONS. 8. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANELS SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATION. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 9. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESSING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPPED TO TAPED TO PREVENT GROUND FAULTS. 10. POINT AND COMMON ANNUNCIATION AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 11. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS. TESTING SHALL BE ACCOMPLISHED WITH A dB METER. 12. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 13. SYSTEM SHALL BE FURNISHED AND INSTALLED BY A SIEMENS AFFILIATE AND AUTHORIZED SIEMENS DISTRIBUTOR. 14. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE U.L. LISTED (UUJS). 15. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS. 16. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 17. THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS. 18. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS. SHEET FA -01 DESCRIPTION INDEX, LEGEND, TYPICAL DIAGRAMS, CALCULATIONS FA -02 VESDA SYSTEM SAMPLING PIPE LAY -OUT LEGEND MOUNTING DETAILS HORN/STROBE AND STROBE MOUNTING ALARM STROBE R E 80" A.F.F. MANUAL PULL STATION O (P48" TO PULL �^ 1 4S DEEP BOX IN/ OPTIONAL 1G RING 4" SQUARE DEEP BACK BOX WITH 1G TRIM RING HEIGHT REQUIREMENTS FOR PULL STATION & HORN/STROBE WIRING DIAGRAMS DATA OUT DATA IN END OF LINE DEVICE SUPERVISED SWITCH 0 •0 HTRI—R N.O. COM 0 0 N.C. co 0- I- ///// GROUND NOT SHIELD TYPICAL WIRING FOR HTRI—R RELAY MODULE TO CRAC UNIT SHUTDOWN •bupsal all jo uogeuiw.lal pue aa:J uopoadsui-aj a ui llnsaJ IIiM 4sai. eanlie j .swalsAS uoilaapa pue wJely a d Aue jO 6uilSaI aaueldaDDV 4o luawmuawwoo of Joiad JolaadsuI aLil of paluasaad 3q lsnw aleaiji4.1a3 lsal-aad luawl.►.edaa a -id eltM)ln1 'pau6is 'paleldwa v JDLLON leA®Jdde uo e.Ilo1..s'11 JO UMOP -1.nus Joi.k ssasppe :p'xa pue eco _3_t( *ON zirO tDd DILA i4$ a/0 pue LO. ,-e sS 90,1: 2:3 aSeaid 242 .! vd a v nIiVvil.L • /ISO )9121 SMn -WV-) 41- k''`""'J :area •neaine uoiluaAaad au1. Aq.uopPadsui pue l's i pp3 o pac ns sI acueldaooe teu1- •lenoJdde air,;TD ;qr .I0,i suits,?Jp pasI/.a1 jo lelitwgnsaJ e winbal Him pUe 3:,fi2 d::nr),f :s Lp pion Him alep Jalje s5UIM2Jp Z6G(1,1 O SUOISIr') .JC} 'SUO1:jipw. •Jau6isap yt1:t '.flits ui iS p Glp JOj A3iiigisuOdsaJ 8U •sapueuipjo pue sp.epulz paldope jo suoileloin �,rpou4 ? 10U op uafgM sUO1SSIup.: pue SJOJJ4? o:1 patgns si aDueldo:)0V •spiepu>r{ /ID Yua.uno q)!M 9:x1eu11c:Uoa .104 nea.ng uopuanaJr.; au ell/mu aq., Aq pannaiAal uaaq anal sueld asagJ, aalla-i patpell\/ a1LL Jad 0 p911 ui sic/ slUawwo3lncLp!m 0 QUANTITY E E E E E E E E E SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT M ADDRESSABLE MONITOR MODULE HTRI-S SIEMENS 4S DEEP BOX FIELD LOCATE R ADDRESSABLE RELAY HTRI-R OUTPUT MODULE SIEMENS 4S DEEP BOX FIELD LOCATE CEILING MOUNT ZH-HMC-FW X HI -cd HORN/STROBE SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST CEILING MOUNT HORN/STROBE ZH-MC-FW SIEMENS 4S DEEP BOX BOTTOM OF METAL JOIST X WALL MOUNT HORN/STROBE X=cd SETTING WALL MOUNT STROBE X=cd SETTING ZH-MC-FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM ZR -MC -FW SIEMENS 4S DEEP BOX 80" A.F.F. TO BOTTOM VESDA SAMPLING PIPE VP -P-210 SIEMENS N/A TO STRUCTURE VESDA 90 DEG FITTING VP-ELB-90 SIEMENS N/A N/A VESDA END `CAP VP -EC SIEMENS N/A N/A VESDA PIPE UNION VP -UNION SIEMENS N/A N/A VESDA TEE FITTING VP -TEE SIEMENS N/A N/A VESDA PIPE COUPLING VP -COUP SIEMENS N/A N/A VESDA PIPE CEMENT VP -CEMENT SIEMENS N/A N/A WIRE SCHEDULE WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D R P S X UD UI DATA LINE -ADDRESSABLE LOOP RELAY CONTROLLED CIRCUIT DEVICE POWER - 24VDC SIGNALING CIRCUIT - STROBE SUPERVISED CONVENTIONAL CIRCUIT UNDERGROUND DATA UNDERGROUND INITIATION TWISTED TWO TWO TWISTED PAIR TWISTED PAIR TWISTED PAIR TWISTED PAIR PAIR WITH SHIELD #16 #14 #14 #14 #18 RATED #18 RATED #18 FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR FPL/FPLR RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) RED (JACKET) Copyright 2006 by Guardian Security Systems, Inc. PAID JAN 09 2012 TUKWILA FIRE All Rights Reserved o. O rn co Cr 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 C/) Z 0 Cn UJ LU U) a UJ -J UJ REV. BY: 0 0 0 0 DESCRIPTION V) ADD RELAY MODULE FOR NEW CRAC UNIT 0 z 4 0 I- J J m II 4 DATE O N o rn o co 0 aaaa (S.-CALE: 1/4" = 1'-0"-\ DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: .JOB NUMBER: 111100577y SHEET FA -01 -N L_ f -1 CO E LOBBY ///7"' -....",>> 7 1 1 TEI_._./ATA I L_ 1 1 T S COLD AISLE 115 HOT AISLE COLD AISLE VESDA 110 110 REL ELECTRICAL EIVOVED EX ST \G DEVICES HOT AISLE AVAA. Ad. AA, 44.4 94 // COLD AISLE '?" " %," 0P', HOT AISLE (i4. COLD AISLE HOT AISLE COLD AISLE HOT AISLE n --1-16 14-5- n\[ r\i/ NEW CRAC UNIT INSTALLED CRAC UNIT 743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU w w J LU REV. BY: 2 0 DMG I DESCRIPTION V) 0 Z ADD RELAY MODULE FOR NEW CRAC UNIT 4 0 I- J D Cil 4 DATE O N 0 C 01 0 0 Cco � U Ida WEca o0 1— 012zo r 0 >4.- co co LU cc °) m ZWQ LE ( a goZ orL a z z 7 g�� a.AC � N < 3LLr (1) w CALE: 1/4" = 1'-0"' DRAWN BY: D. SAGRELIUS DESIGNED BY: D. SAGRELIUS DATE: 05/26/10 BACKROUND PLAN PROVIDED BY: ,OB NUMBER: 111100573) SHEET FA -02 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved M:\Drawings\Corelink TI - Intergate West Bldg B -54.960\FA DWGS.dwg, FA -01, 2/17/2010 3:46:07 PM, dgarcia CORELINK T.I. ITERGATE WEST BUILDING B FIRE ALARM SYSTEM ADDITION SEATTLE, WASHINGTON SHEET # SHEET TITLE FA -01 SYSTEM FORMATIO\ A\D CALCULATION FA -02 PARTIAL SECO\D FLOO FIDE ALARM PLA\ A\D vOU\TING DETAIL SHEET INDEX MOCKWWWWWWXWXXXXXXXNEWXXXXWWWXXXWXWWWXWX***WWWWXWWNEXWXXXXXWW*WWW I BATTERY SIZING CALCULATION xxwxwAoioei000ioioKwxwwootoioioioi0000ioi000i000Exwwwwxwxxmomiooioiooiououci0000c Job Name: CORELINK T. I,- INTERGATE WEST BUILDING B Panel Location: FACP ADD-ON BATTERY CALCULATI❑N Date Performed: 02-17-2010 QTY, DEVICE NAME STD-BY(Amps) ALARM(Amps) 8 SMOKE: FSP -851 0. 0024 0. 0520 Tota l s = 0. 0024 0. 0520 Stand -By Load = 0.0024 Amps Alarm Load = 0.0520 Amps Stand -By Time = 24 Hrs. Alarm Time = 5/60 Hrs, Stand -By = 0.06 Amp*Hrs Alarm = 0.00 Amp*Hrs Total = Stand -By + Alarm 0.06 + 0.00 0. 06 AmpHrs Multiply by De -Rating Factor of 1, 25 ---> 0. 06 * 1, 25 = 0. 08 WWW)WWWNEWWWXWWXNEWNEWNEXXXXXXWWWWWWWX BATTERY LOAD ADD-ON = 0.08 Ampere*Hours CALCULATION WISE SCHEDULE A\D CO 3U11 F LL CHA SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END - Per 1. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 1999 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 4-4.4) AND REQUIRES A MINIMUM OF 90" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 4-3,5). FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATI❑N SHALL BE WITHIN 16' OF PILLOW AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 4-4.4.3.2) 2. ALL EQUIPMENT SHALL BE U.L. LISTED. 3. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SHO❑TING, ETC, 4. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITH❑UT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATI❑NS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900mm) FROM AN AIR SUPPLY DIFFUSER. 6, ALL FAN SHUTDOWN FUNCTIONS, DAMPER CLOSURES, AND ASSOCIATED MECHANICAL SYSTEM FIRE ALARM INTERFACE SHALL BE BY MECHANICAL CONTRACTOR. 7, ALL DUCT SMOKE DETECTORS SHALL BE MOUNTED BY THE ELECTRICAL CONTRACTOR. ALL AIR VEL❑CITY TESTING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR, 8. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 9, ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITI❑NAL INFORMATI❑N. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE N❑TED, 10. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH APPROVED SMOKE, 11. ALL WIRING, INITIATING DEVICES AND ANNUNCIAT❑R PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATI❑N. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 12. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS. 13. POINT AND COMMON ANNUNCIATI❑N AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 14. PR❑VIDE 3/4" CONDUIT FROM FIRE ALARM CONTROL PANEL TO TELEPHONE BACKBOARD FOR OWNER PROVIDED CENTRAL STATION M❑NIT❑RING. 15. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS, TESTING SHALL BE ACCOMPLISHED WITH A dB METER, 16. ALL FLOW SWITCHES SHALL BE 2 WIRE WITH N❑N-ELECTRONIC RETARD TYPE SIMILAR TO THE SYSTEM SENSOR MODEL "WFD SERIES" ONLY. 17. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 18. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 19, INSTALLATI❑N SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 20. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 21, THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS 22. A SET OF INSTALLATION AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 23. A SET OF AS BUILT DRAWINGS TO BE TURNED INT❑ GSSINC WITH APPROPRIATE COLOR CODED MARKUP DRAWINGS (SEE SYMBOL LEGEND FOR COLOR CODING). VOht) o4- CrvctvAT(0-*, (dc 1- '5 qre hol' pre -at,"*- . l 0 4 t)(15'�'Y15 h041CI(.ogfl'�`O�^ Allrto t•(ra 1214ct q„a AJC vw}e . P e'VeOrovS aadets)aStietib WIRE DESIGNATION s cate...,; ,.�� s C' Without comments EAs Noted In Red Per The Attached Letter rhese. pians have been reviewed by The Tukwila Fire r tion Bureau for conformance with current City s r ards Acceptance is subject to errors and Cs1li."=tons Which do not authorize violations of adopted .staindares and ordinances. The responsibility for the '. !;,;uary of design rests totally with the designer. deletions or revisions to these drawings after will void this acceptance and will reguirea resin .rmtttai af•revi,ed drawings for sul,seouent approval. OTICE A completed, signed,' k» Fire Department NOW Certificate must be pr -ante to the Inspector prior to commencement of AcO?pt rIcg Testing of any Fire Aliarr and. Detection St ;ted§, Failure of test wig 'TPA in a Re -inspection F i terrninatim of the te§ti . QUANTITY EX EX 8 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP EX FIRE ALARM CONTROL PANEL (EXISTING) NOTIFIER PROVIDED 66" A.F.F. TO TOP SMOKE DETECTOR ®EX (EXISTING) NOTIFIER PROVIDED CEILING SMOKE DETECTOR (PHOTOELECTRIC) FSP -851 W/ NOTIFIER B710LP BASE 4S DEEP W/ 1G RING CEILING EX EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A t iKWILA FIRE DEPARTWI >_>1, Please call: 575.4407 ^w hied give this job -033 and exact add; -e s for shtd• Gtr,,,n co- aporOveL SYMBOLS LEGEND FEB 1 2010 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS Ci) z Ifl J cj C) zm co O W 17: ,c `�� 0Oz aC 1.7._ O E-- 2:< ;14 00 UJ ci)z< LLJ g Q W:D L>C~W 16- C1/41 • N CQz W O U ‘C' ALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: B. ALMEDA DATE: 02/17/10 BACKROUND PLAN PROVIDED BY: .0B NUMBER:54960 GENERAL NOTES KEY PLAN t in:ai Acceptance is subrtct to fieic1 teat ono ispection by The Tukwila sire Prevention Bureau. Datta: "1.. - �., ' )0 fay Copyright tukwiia Fire 2007 by Guardian Security Systems, Inc. All Rights Reserved Aj,o SHEET FA-Ol WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE - ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 O.D. .0191 CONDUIT FROM THE TABLE FILL DIMENSION FROM OF THE WIRE. LL NCH NCH NCH NCH NCH INCH FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END - Per 1. ALL WALL -MOUNTED AUDIBLE & VISUAL SIGNALING APPLIANCES SHALL HAVE THEIR HEIGHTS ABOVE THE FINISHED FLOOR AT 80" TO BOTTOM. NFPA 72, 1999 EDITION, ALLOWS 80"-96" FOR VISUAL DEVICES (CH. 4-4.4) AND REQUIRES A MINIMUM OF 90" TO TOP FOR AUDIBLE DEVICES OR 6" FROM CEILING, WHICHEVER IS LOWER (CH. 4-3,5). FOR SLEEPING AREAS GREATER THAN 16' (LINEAR) VISIBLE NOTIFICATI❑N SHALL BE WITHIN 16' OF PILLOW AND GREATER THAN OR EQUAL TO 24" FROM CEILING TO TOP OF LENS FOR 110cd (CH. 4-4.4.3.2) 2. ALL EQUIPMENT SHALL BE U.L. LISTED. 3. ELECTRICAL CONTRACTOR SHALL FURNISH ACCESS PANELS TO AREAS THAT REQUIRE SERVICING, TROUBLE SHO❑TING, ETC, 4. DO NOT DEVIATE FROM CONDUIT RUNS AS SHOWN ON FLOOR PLANS WITH❑UT PRIOR APPROVAL FROM SYSTEM SUPPLIER (GUARDIAN SECURITY SYSTEMS, INC., TEL (206)622-6545). FACTORS SUCH AS EXCESSIVE VOLTAGE DROP, ADDITIONAL PARTS, ENGINEERING, ETC., THAT ARE A RESULT OF CONDUIT RUN DEVIATI❑NS SHALL BE THE SOLE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 5. DETECTORS SHALL NOT BE LOCATED IN A DIRECT AIR -FLOW, NOR CLOSER THAN 3 FEET (900mm) FROM AN AIR SUPPLY DIFFUSER. 6, ALL FAN SHUTDOWN FUNCTIONS, DAMPER CLOSURES, AND ASSOCIATED MECHANICAL SYSTEM FIRE ALARM INTERFACE SHALL BE BY MECHANICAL CONTRACTOR. 7, ALL DUCT SMOKE DETECTORS SHALL BE MOUNTED BY THE ELECTRICAL CONTRACTOR. ALL AIR VEL❑CITY TESTING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR, 8. ALL 120VAC POWER REQUIREMENTS FOR THE FIRE ALARM SYSTEM SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND SHALL MEET ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 9, ALL FIRE ALARM DEVICE BACKBOXES, FIRE ALARM TERMINAL CABINETS, GUTTERS, JUNCTION BOXES, AND ASSOCIATED CONDUITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. REFER TO FIRE ALARM SYMBOL LIST AND/OR MOUNTING DETAILS FOR ADDITI❑NAL INFORMATI❑N. SYSTEM SUPPLIER PROVIDED BACKBOXES SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE N❑TED, 10. SMOKE DETECTOR TESTING SHALL BE ACCOMPLISHED WITH APPROVED SMOKE, 11. ALL WIRING, INITIATING DEVICES AND ANNUNCIAT❑R PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNCIATI❑N. THE FIRE ALARM CONTROL PANEL TO SUPERVISE THE ANNUNCIATOR PANEL, ALL INITIATING AND INDICATING DEVICE CIRCUITS. 12. ALL WIRING SHALL BE CUT FOR IN AND OUT. WIRING SHALL NOT BE LOOPED THROUGH DEVICES. ALL SPLICED WIRE POSSESING SHIELDS SHALL HAVE SHIELDS SPLICED AND TAPED TO PREVENT GROUND FAULTS. 13. POINT AND COMMON ANNUNCIATI❑N AND T -TAPPING (EXCEPT SLC LOOP) ARE PROHIBITED. 14. PR❑VIDE 3/4" CONDUIT FROM FIRE ALARM CONTROL PANEL TO TELEPHONE BACKBOARD FOR OWNER PROVIDED CENTRAL STATION M❑NIT❑RING. 15. THE ALARM SYSTEM SHALL HAVE AN AUDIBILITY OF NOT LESS THAN 15dB ABOVE AMBIENT NOISE LEVELS, TESTING SHALL BE ACCOMPLISHED WITH A dB METER, 16. ALL FLOW SWITCHES SHALL BE 2 WIRE WITH N❑N-ELECTRONIC RETARD TYPE SIMILAR TO THE SYSTEM SENSOR MODEL "WFD SERIES" ONLY. 17. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 18. FIRE ALARM SYSTEM INSTALLATION COMPANY SHALL BE UL LISTED (UUJS). 19, INSTALLATI❑N SHALL BE IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE, NEC AND CONTRACT DRAWINGS 20. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ 21, THE FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G.S.S. TECHNICIANS 22. A SET OF INSTALLATION AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY G.S.S. FIELD TECHNICIANS 23. A SET OF AS BUILT DRAWINGS TO BE TURNED INT❑ GSSINC WITH APPROPRIATE COLOR CODED MARKUP DRAWINGS (SEE SYMBOL LEGEND FOR COLOR CODING). VOht) o4- CrvctvAT(0-*, (dc 1- '5 qre hol' pre -at,"*- . l 0 4 t)(15'�'Y15 h041CI(.ogfl'�`O�^ Allrto t•(ra 1214ct q„a AJC vw}e . P e'VeOrovS aadets)aStietib WIRE DESIGNATION s cate...,; ,.�� s C' Without comments EAs Noted In Red Per The Attached Letter rhese. pians have been reviewed by The Tukwila Fire r tion Bureau for conformance with current City s r ards Acceptance is subject to errors and Cs1li."=tons Which do not authorize violations of adopted .staindares and ordinances. The responsibility for the '. !;,;uary of design rests totally with the designer. deletions or revisions to these drawings after will void this acceptance and will reguirea resin .rmtttai af•revi,ed drawings for sul,seouent approval. OTICE A completed, signed,' k» Fire Department NOW Certificate must be pr -ante to the Inspector prior to commencement of AcO?pt rIcg Testing of any Fire Aliarr and. Detection St ;ted§, Failure of test wig 'TPA in a Re -inspection F i terrninatim of the te§ti . QUANTITY EX EX 8 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP EX FIRE ALARM CONTROL PANEL (EXISTING) NOTIFIER PROVIDED 66" A.F.F. TO TOP SMOKE DETECTOR ®EX (EXISTING) NOTIFIER PROVIDED CEILING SMOKE DETECTOR (PHOTOELECTRIC) FSP -851 W/ NOTIFIER B710LP BASE 4S DEEP W/ 1G RING CEILING EX EXISTING DEVICE N/A N/A N/A N/A A.F.F. ABOVE FINISHED FLOOR N/A N/A N/A N/A F.B.O. FURNISHED BY OTHERS N/A N/A N/A N/A N/A NOT APPLICABLE N/A N/A N/A N/A RED AS BUILT ADD OR CHANGE N/A N/A N/A N/A GREEN AS BUILT REMOVE N/A N/A N/A N/A BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A t iKWILA FIRE DEPARTWI >_>1, Please call: 575.4407 ^w hied give this job -033 and exact add; -e s for shtd• Gtr,,,n co- aporOveL SYMBOLS LEGEND FEB 1 2010 1743 1ST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS Ci) z Ifl J cj C) zm co O W 17: ,c `�� 0Oz aC 1.7._ O E-- 2:< ;14 00 UJ ci)z< LLJ g Q W:D L>C~W 16- C1/41 • N CQz W O U ‘C' ALE: NOT TO SCALE DRAWN BY: D. GARCIA DESIGNED BY: B. ALMEDA DATE: 02/17/10 BACKROUND PLAN PROVIDED BY: .0B NUMBER:54960 GENERAL NOTES KEY PLAN t in:ai Acceptance is subrtct to fieic1 teat ono ispection by The Tukwila sire Prevention Bureau. Datta: "1.. - �., ' )0 fay Copyright tukwiia Fire 2007 by Guardian Security Systems, Inc. All Rights Reserved Aj,o SHEET FA-Ol M:\Drawings\Corelink TI - Intergate West Bldg B -54960\FA DWGS.dwg, FA -02, 2/17/2010 3:42:11 PM, dgarcia ODEA OFFICE r O E i 1. D I_ \AJAY 201 r.. --------......_........Tr 1 J r o -D 0� t_REN0. 207 HALLWAY L. 208 to nn, _N WON/ EX LOBBY J A N 11. PARTIAL SECOND FLOOR FIRE ALARM PLAN TEL/:. DAA A JUNCTI❑N BOX MOUNTED ON CEILING FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT / / / / / / / / / 0 0 TO NEXT DEVICE L 0 0 CADDY BAR SMOKE DETECTOR SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DIAGRAM Copyright 2007 by Guardian Security Systems, Inc. All Rights Reserved 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 m 0 I DESCRIPTION SUBMITTED FOR APPROVAL I DATE 0 N (.1 0 i` J\ H CO w 0 C) Z C.D 0 � D0 ED o M WoJo o zz a _o 0._ I— w z z l� ©C c~n W _ C'3 ;zQ Q W� o ccgi- E W Z<cc W D� O CC F—UJ O T LL CI Z Z 0 J U Li Ci) 1 p ©c U CC .4c �CALE: 1/4"=1'0" DRAWN BY: D. GARCIA DESIGNED BY: B. ALMEDA DATE: 02/ 17/ 10 BACKROUND PLAN PROVIDED BY: J.OB NUMBER:54960 SHEET FA -02 4(7 W5— ""(/'"A U/// /Mae Y� h / %/Hi9 // 4/ 4 0 2 i • CD GENERAL NOTES! STEEL BEAMS 1, SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 9'-9" BOB 2. NEW LINE PIPING SCH.40 SPRINKLER PIPE WITH THREADED ENDS, AND THREADED FITTINGS. 3. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F.M. APPROVED. 4. SCOPE OF WORK IS TO REMOVE (2) PENDENT SPRINKLERS AND INSTALL NEW BRANCHLINES IN BEAM POCKETS. (DROP CEILING WAS REMOVED) ACC ❑ Without Comments ❑ As Noted in Red Er Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations �f adopted standards and c i•dinanc.s. The responsibility for the adequacy of design totally with the designer. Additions, deletions or revisions to these drawings after this date will void tills acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. tu$WiLA FIRE DEPARTAUAIL Please call: 575-440Z and give this job No. 0 q- s- d� and exact address for shut,. Bown or restoration appro .dna °TYLE Weld stamps must be inspected before pipe is hung..O not paint piping prior to hydrostatic test approval. FILE COPY 11'-1" BOD MECHANICAL ROOM SUITE 200 SCALE 1/2" = 1'-0" 2ND FLOOR NTS Legend Revisions Sprinkler Legend Symbol Description Revision No. Description Symbd Manufacturer Model K Factor Degree Qty. 2 WAY EQ BRACE 0 GLOBE GL5601 QR BRASS UPRIGHTS 5.6 155 8 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING IN•1 MEMO 11. EXISTING SPRINKLER PIPING HANGER LOCATION RELIANCE CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S90407 Date: APRIL 2009 Tukwila Fire Reliance Fire Protection Inc., PO Box 428 Preston, WA 98050 Fax: (206) 682-6744 Tel: (206) 682-6636 e-mail:jim@reliancefire.com Drawn by: Jim Bowlin Approval: TUKWILA FIRE Scale: AS SHOWN CORELINK Fire Sprinkler Plan 12201 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FP 1 of I Inverted with Retaining Top Beam Strap INBar urn C -Clamp (Joist) Joist 1 Top Beam C -Clamp with Lock Nut Retaining Strap ioi O ini in e 0 0 in 0 e 111 Swivel Ring de,..." Pipe ---......1\ k HANGER j DETAIL 11'-1" BOD MECHANICAL ROOM SUITE 200 SCALE 1/2" = 1'-0" 2ND FLOOR NTS Legend Revisions Sprinkler Legend Symbol Description Revision No. Description Symbd Manufacturer Model K Factor Degree Qty. 2 WAY EQ BRACE 0 GLOBE GL5601 QR BRASS UPRIGHTS 5.6 155 8 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING IN•1 MEMO 11. EXISTING SPRINKLER PIPING HANGER LOCATION RELIANCE CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S90407 Date: APRIL 2009 Tukwila Fire Reliance Fire Protection Inc., PO Box 428 Preston, WA 98050 Fax: (206) 682-6744 Tel: (206) 682-6636 e-mail:jim@reliancefire.com Drawn by: Jim Bowlin Approval: TUKWILA FIRE Scale: AS SHOWN CORELINK Fire Sprinkler Plan 12201 TUKWILA INTL. BLVD. TUKWILA, WA 98168 FP 1 of I ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. HANGER NO. #1 NUT & WASHER HANGER NO. #2 EXPANSION CASE RETAINER STRAP C -CLAMP WITH LOCKNUT ALL THREAD ROD PIPE RING C -CLAMP HANGER W./RETAINER STRAP I I r -TOS[ 13'7 + + + + + + + �-- 490.0+ +1 + + + + -h + + + \ +1 / + + + + �+ + + + + + + + + + + + 21+ + + + + -�I -I�_ -E �� r� + lid -H- -+- �'� � +1 + + -r + + + - + + + + + I+ + + + + + + Ij + + + 4 + + + 1 + + + 1 + + + +� + + + !+ + + + + /+I I + +199-0 + 1+ + +I + + + + +1 + 1 + + + + + Ii \- i1I iii ;2 Ij i 1 ii — '--1 II 2 F L, 1l i, ' 2 I`I 2 li iri �-4---}� I -- 1 i 3 s�I I-II ,• ,II + j} + + + + + t + 4- + + + + + �`m'"°*� + + + + ++\ + + + - 2 cp C) T 2 i + + -,+ +�+ + + + + �; + + + + + + .1iti + + + + + + + + + +1 + + + + + f+ + + + + I + ± + + + + + + + + + + + + + + + + + + 1+ + 8 + + + +� + + + f - + + + +' + +8)- + + + + `-_ 1 + + +I + ++2 + I +400:0 + 1 + -1 +I + + + + -4 + + -T- + I 1 I i -t- 1- 1 I I iI �� 4 If / ;-- i. 1 + 4 71,-- 1 1_2 3 z 2 Q 3 I IL O �I ABELOW BOTTOM OF ',E1J --4. 21-0 '--7 \' e ` 13-9 I + + 1+ + + + I + + + + + + + + + + + + + + + 18" BELOW BOTTOM OF BJ 1TOS1 13'7 { I - -2 --_x_112---�� I iI WOMEN I1 4-4ELE 2 III o .1 r�I f\\\ 1 i / \11 P I I P d IIi \ \ iJ I 1 I f �'1 ELEVATOR LOBBY NI .I "a 2 i.j 4 Ii� II 11 '' N n 4 / jil t N1 21 AD •2 13 BELOW BOTTOIM-- OF BJ r 2 N W E { Li /2 I 1 N a 0 2 2 MT I MT- -_L_ :il•- I' — _2_ — T � — II I I(TO_SL13'7 w 2 Ii; 2 )� 1 2 i u i I I I Er Without Comments As Noted In Red Per The Attached Letter — -- — it Ilii 2 J Q CO 4 1 ` V) i7 1 <- 21 1 2 N} A.r.r. r7 2 2 2 SYM CNT NAME METAL TEMP K INPT lORIF MFG. imODEL# ESCUT CONN. UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 117 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread eiklk 3 PENDENT CHROME 165 14.0 3/4- .64 CENTRAL ECOH Thread elk 1 PENDENT CHROME 165 14.0 3/4' .64 CENTRAL ECOH Thread inese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is 15utiect to errors and omissions vfnich dc not authorize violations of adopted standaros and oi-zvnanas. for the Additions, dele,..iGrs drawings atter :this date will void E-ocept:y1cfl: vA.: require a .resubmittal of revised dravvings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 03 By: Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequestPci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in 'advance of the date you want an inspection. TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job arid exact address for shuti aown or restoration approva FILE COPY 410-THRF.AD SWAY SPACE FITTINS FAS N6' lYP FOR LONGITUDINAL LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS FRST FLOCI FASTENM NO -THREAD SWAY TRACE FITPN0 LO PIPE. FAST CRAMP W./ 'LEAF SPRING' SHOWN FIAT LATERAL SWAY BRACE WITH NON -THREADED FITTINGS V1DOVEVENTS 2 2 211 CO MAIN 3" BELOW BOTTOM p 2 MT 2 ll li , - Z :hi BRANCHLINE t BELOW BOTTOM OF DECK= 4'-1" 2 2 t BELOW BOTTOM (NI VDSI i1 3'7 BRANCHUNE t BELOW BOTTOM OF BJ = 2'-9" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR FM. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .10 PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS BR ANCHLINE KWIK BOLT--\ r-CONC. DECK RING 1" X ARMOVER (SEE PLAN) mink SUSPENDED CEILING FO "77' CENTRAL PENDENT W/ ESCT. TYP. RELOCATE ASSEMBLY -MANS 03/74/08 Co Tukwila Fire ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO co 0 - J 0 cc 0 <0 th Li. 2 43-1 f. 0 0 cc El. LL Cl - ffl 19 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: DJ CHECKED BY: RF DATE: 3-23-08 TITLE: 1ST FLOOR TENANT I MPROVEMENT 11* ELECTRICAL NOTES EACH FIRE PROTECTION CONTROL PANEL OR RELEASING PANEL SHALL BE FED FROM A DEDICATED CIRCUIT. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE PROTECTION EQUIPMENT AT THE RESPECTIVE PANEL. LABELING SHALL BE RED. CIRCUITS THAT FEED FIRE PROTECTION EQUIPMENT SHALL BE MARKED AT THE EQUIPMENT SERVED AND MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. MARK INCOMING CABLES TO EACH DEVICE WITH BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (NEC), STATE & LOCAL CODES. ALL FLOOR PENETRATIONS AND FIRE RATED WALL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRE STOPPING COMPOUND. NOTIFICATION APPLIANCE CIRCUIT SHALL CONFORM TO CLASS B, STYLE Y REQUIREMENTS AS PER NFPA 72 CURRENT EDITION. SIGNALING LINE CIRCUIT (SLC) OR INITIATING DEVICE CIRCUIT (IDC) SHALL CONFORM TO CLASS B, STYLE 4 REQUIREMENTS AS PER NFPA 72 CURRENT ADDITION UNLESS OTHERWISE INDICATED ON THE DRAWINGS WHICH WOULD INDICATE CLASS A STYLE 6. SIGNALING LINE CIRCUIT (SLC) AND THE NOTIFICATION APPLIANCE CIRCUIT (NAC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAM. ALL DEVIATION MUST BE DOCUMENTED ON THE AS BUILT. SIGNALING LINE CIRCUIT (SLC) WIRING OR INITIATING DEVICE CIRCUIT (IDC) WIRING SHALL BE FPL OR FPLP (AS SPECIFIED IN THE WIRE LEGEND). NO EXCEPTIONS OR SUBSTITUTIONS. DEVICE POLARITY MUST BE OBSERVED. ALL BACK BOX, MOUNTING BOX AND JUNCTION BOX COVERS & INTERIORS SHALL BE PAINTED RED. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. DETECTORS SHALL NOT BE INSTALLED WITHIN 3 FEET OF AIR SUPPLY GRILLES OR DIFFUSERS. IF THE DIFFUSERS ARE NOT IN PLACE WHEN DETECTOR BASES ARE BEING INSTALLED CONSULT WITH THE GENERAL CONTRACTOR TO DETERMINE THE HVAC DIFFUSER LOCATIONS. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, OR RACEWAY WITH NON—POWER LIMITED CIRCUITS. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON—POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH "NON POWER LIMITED" OR "POWER LIMITED". ALL CIRCUITS WHICH ORIGINATE AT THE CONTROL PANEL ARE "POWER LIMITED" UNLESS SPECIFICALLY IDENTIFIED AS "NON—POWER LIMITED". ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE INDICATED ON DRAWINGS. WHERE THE END USER REQUIRES NON METALLIC CONDUIT AND ALL EQUIPMENT TO BE BONDED THE ELECTRICIAN MUST PROVIDE A BONDING CONDUCTOR TERMINATED AT ALL METALLIC ENCLOSURES. FOR TECHNICAL QUESTIONS CONTACT THE DESIGNER OF RECORD OR FCE PROJECT MANAGEMENT. TEL: (425) 641-2127. f2 "`2 F[tyii� 1-- r1 €`l I....JIl I`..111111 I I I 1 P i I I r 11 LOO TIO -- OF...PANEL, r SA3EY DATA CE\TE 1ST FLOO NOT TO SCALE ABBEVIAT O\ LEGE\ 3 ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION DESCRIPTION AC ALTERNATING CURRENT MRCP MAIN RELEASING CONTROL PANEL AFF ABOVE FINISHED FLOOR mA MILLIAMP AH AMP HOUR NAC NOTIFICATION APPLIANCE CIRCUIT AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD ALM ALARM NTS NOT TO SCALE AWG AMERICAN WIRE GAUGE R REPLACE EXISTING DEVICE BFAP BUILDING FIRE ALARM PANEL ROR RATE OF RISE B.O.M. BILL OF MATERIALS SHP SINGLE HAZARD PANEL C CONDUCTOR SH SHIELDED CFM CUBIC FEET PER MINUTE SLC SIGNALING LINE CIRCUIT CKT CIRCUIT SUPV SUPERVISORY COM COMMON TRBL TROUBLE E EXISTING TW TWISTED ELR END OF LINE RESISTOR TYP TYPICAL EOL END OF LINE U.L. UNDERWRITER'S LABORATORY FACP FIRE ALARM CONTROL PANEL V VOLTS F.M. FACTORY MUTUAL INSURERS W WATT GND GROUND WP, W/P WEATHER PROOF HVAC HEATING, VENTILATION, & AIR CONDITIONING — — SCOPE OF WOM • —INSTALL HEAT DETECTION IN NEW GENERATOR SPACE AND REMAINING PRE—ACTION ZONE PRZ-1-22 LOCATED ON 1ST FLOOR. — INSTALL FRCM MODULES FOR MONITORING OF THE HEAT DETECTORS. —INSTALL PROPER RELAY DEVICES FOR — DAMPER INTERLOCK. —GENERATOR SHUTDOWN. — GENERATOR FUEL SOLENOID VALVE INTERLOCK. — CONNECT SOLENOID TO EXISTING SRM ' TO CONVERT FROM A DRY SYSTEM TO A PRE—ACTION SYSTEM. — PULL 24VDC FROM EXISTING FPS19 POWER SUPPLY FOR NEW INSTALLED DEVICES THAT REQUIRE POWER. — INSTALL EOL SUPERVISION RELAY FOR MONITORING. V ATEIAL LIST (.o.v ) ITEM SYM QTY PART NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 FRCM 1 55-019 MINI FAST RESPONSE CONTACT MODULE FIKE BEHIND 4" SQ. BACKBOX (W/ A77) 2 FRCM 2 55-020 FAST RESPONSE CONTRACT MODULE FIKE 4" SQ. BACKBOX 3 R2M 2 55-023 DUAL RELAY MODULE FIKE 4" SQ. BACKBOX 4 CR# 2 MR -201 /C CONTROL RELAY NOTIFIER — 5 A77 1 A77-7168 24V END OF LINE SUPERVISION RELAY NOTIFIER BEHIND 4" SQ. BACKBOX 6 194° 37 60-031 194' HEAT DETECTOR FIKE 3" OR 4" OCTAGONAL BOX 7 M4 1 MT-24—MCW MULTICANDELA WALL MOUNT HORN/STROBE WHEELOCK 4" SQ. BACKBOX 8 — — — — — — 9 — — — — — — 10 — — — — — — 11 — — — — — — 12 — — — — — — 13 — — — — — — 14 — — — — — — 15 — — — — — — 16 — — — — — — 17 — — — — — — 18 — — — — — — 19 — — — — — — 20 — — — — — — (Th v N N D LEGE\ 3 FPS19 FJB6 FRCM R2M SOM CR# I A77 2-4-58 FIELD CHARGING POWER SUPPLY JUNCTION BOX FAST RESPONSE CONTACT MONITOR DUAL RELAY MODULE SUPERVISED OUTPUT MODULE CONTROL RELAY 24V END OF LINE SUPERVISION RELAY DEVICE ADDRESS O194° 194° HEAT DETECTOR 61 WALL MOUNT HORN/STROBE FSD//FIRE SMOKE DAMPER ittiKWILA FIRE DEPARTMEI Please call; 575-440Z and give this job No. .07- F-oSs� and exaoddress for strut• down or restoration approval. DRAWN BY: JSL DATE: 01/31/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 3 N GENRATOR ROOM w cn 0 J U w SHEET 3ESCIPTIO\ LEGEND, B.O.M., AND NOTES SEATTLE ELLIOTT BAY Boeing Field S. Boeing Access Road PROJECT SITE Sea—Tac Intl Airport /n714�l ACCEPTS ql�r� tEr Without Comments Q As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thieacceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau, Date* 2-a. c - O 7 By: 511 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, FEB — 5 2007 oaga Fire . P-1:7-277 `'72— ' 6' 4' 2' 0' • Scale: 1/8 inch = 1 16' SABEY DATA CENTER CO 0 !if?' a CO Zai 0 H 1'i F [mt 0CQ CS2 til w �— a w w 0 DESCRIPTION w JOB NO.: 06-1960 DRAWING NO.: 06-1960—FPO.O0.dwg FP 0.00 11 10K, 1/4WATT ELR 1S 194° 194° s 1S 1S 1S 1S 1S 1 5 1S 2-4-57 2 10K, 1 /4WA ELR 4 94° —2Q .194° FROM l 1 S A77 FLOW AIR TAMPER 2R FLOW 2PNSOLENOI FRCM R2M�, CR1 i31: CR2 ;1 jl I 194° 1S 20 GENERATOR SHUTDOWN —120 GENERATOR F EL STOP —I 1S 1S 1S 2PN FJB6 HR TO CP -2 IN UPS 1 k. 12-4-52 IFRCM 12-453 FRCM 2-4-54 IFRCM CIR #4 1 1 i 1 1 1 i 1 IFRCMI 2-4-56I i IFRCMI 2-4-551 SOMI 12-4-571 MI MN MIN ON NMI IN MN 111•1 NI MI MI NM MI WI MI t ME FLAGNOTES DEVICES IN THIS AREA ARE EXISTING AS SHOWN. ▪ MINI MONITOR MODULE FOR A77 24V EOL SUPERVISION RELAY. RETRIEVE 24V POWER FOR R2M FROM THIS EXISTING POWER SUPPLY. EXISTING HORN STROBE TO BE RELOCATED TO ACCOMODATE FOR NEW GENERATOR ROOM WALL NEW 110cd HORN/STROBE FOR GENERATOR ROOM COVERAGE. ACCESS NAC CIRCTUIT #4 FROM EXISTING HORN/STROBE (PROGRAM AS TEMPORAL) NEW WIRE TO BE RUN FOR 24VDC POWER. THIS DEVICE IS FOR THE ACTIVATION OF THE PRE -ACTION SOLENOID FOR ZONE PRZ-1-22. LOCATE THIS DEVICE A MINIMUM OF 2' FROM GENERATOR EXHAUST PIPE CENTERUNE. NOTE: LOCATE ALL HEAT DETECTORS BETWEEN BEAM POCKETS A MAXIMUM OR 4" AWAY FROM ANY WALL OR BEAM. SymbolConductors -- Fire Alarm System A 1 #12 single conductor solid 120 vac w/earth ground & dedicated breaker. NEC/(UL) spec's: THHN B 2C #18 twisted shielded pair, mid—capacitance fire alarm cable -- EIA -485 loop. NEC/(UL) spec's: FPL — C 2C #16 twisted pair, mid—capacitance fire alarm cable -- communications circuit. NEC/(UL) spec's: FPL N 2C #14 twisted pair, fire alarm cable -- notification circuit. NEC/(UL) Spec's: FPL PN 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN PR 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: PCN 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN PCR 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: R 1 #14 single conductor -- rleasing circuits (clean agent, pre—action). NEC/(UL) spec's: THHN S 2C #16 twisted pair, mid—capacitance fire alarm cable -- SLC circuit. NEC/(UL) spec's: FPL Q 1 #14 single conductor -- interlock circuits. NEC/(UL) spec's" THHN This project 06-1960 Sabey Generator Room O CAE Systems requires that all wiring is installed in conduit. ID Fire/Life Safety System(s) El All wiring to be installed in conduit/raceway per NEC and NFPA-72 0 Specific wiring be installed in conduit racewy. NO WORK IN THIS SPACE EXCEPT FOR CLOUDED NOTES. NO WORK TO THIS DEVICE. GE\ E- ATOOOIv 1ST FL003ETECTI O\ SCALE: 1/8" = 1'-0" Notes: 1. Use specified cable regardless of EMT raceway. 2. FPL (Fire Protection Power Limited) cable must be plenum rated when installed in plenum. 3. Riser cable shall comply with current edition of NFPA-72 for type and method of installation. 4. Use of metal raceway is required for specific portions of this cabling. 5. Compliance with NFPA-72 for penetrations and exposed work is required. 6' 4' 2' 0' 8' Scale: 1/8 inch = 1 ' 16' DATE: 01/31/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 3 GENRATOR ROOM U 0 0 ENCLOSURE SHEET DESCIPTIO\ GENERATOR ROOM 1ST FLOOR DETECTION Aa z om woo A <4 w�ria P.444 cr) W Q DESCRIPTION LTJ w JOB NO.: 06-1960 DRAWING NO.: 06-1960—FP1.00.dwg EXISTING DEVICES ADDRESS: 2-4-48 0 SC OUT- ` O S OUT+ SLC LOOP FROM FACP w-0 Sc IN - OR PREVIOUS DEVICE �—O S IN+ AUX IN+ AUX IN 0 AUX OUT+ AUX OUT SQB+ 0 SQB- 0 SOL+ 0 SOL- 0 /24VDC POWER FROM FPS19 SOLENOID RELEASING MODULE (P/N 55-022) 3 TO PRZ-1-22 PRE -ACTION SOLENOID 24VDC POWER / TO NEXT DEVICE 000000 Z Z E- I- a CO D D U) U O O Z z (n N U Ln FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) PRZ-1-22 I TAMPER SWITCH ADDRESS: 2-4-51 PRZ-1-22 �>! FLOW SWITCH z z F- I- a m D U) 0 0 0 Z z U) U) U) FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) ADDRESS: 2-4-49 /PRZ-1-22 ,—1 LOW AIR Z Z F I- D D U) O O O V) U) U) z FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) ADDRESS: 2-4-50 000660 Z Z F- F- < ID in 0 0 O Z Z U) 0 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) ADDRESS: 2-4-57 194' HEAT DETECTOR 60-031 10K OHM, 1/4 WATT ADDRESS: 2-4-058 /- 4" SQUARE BOX BLK 000000 Z Z I- I- < CO >> U) 0 O Z z in 0 MINI FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) RED • A77 EOL RELAY 10K OHM, 1/4 WATT E\D OF LI\E BELAY (AUX 24VDC TYPICAL TWO -WIRE STYLE B INITIATING DEVICE CIRCUIT CONFIGURATION. INSTALL BEHIND THE DEVICE IT IS MONITORING. 120VAC CLOSE s FIRE/SMOKE DAMPERS S NEUTRAL O O 0 Ln n Z z U, 0 55-023 R2M z O z z O z 0 O 0 0 O fJ 0 0 0 0 0 0 ID N FSD2 .f44) FSD1 HOT GENERATOR FUEL SOLENOID S VALVE INTERLOCK S GENERATOR S SHUTDOWNS 0 0 0 0 0 0 NC C NO NC C NO 30A ©300VAC O MR -201/C 24 120240 0 0 ADDRESS: 2-4-59 0 0 0 0 0 0 NC C NO NC C NO 30A ©300VAC ;O'\ MR -201/C 24 120 240 0 0 DEVICE W \G IIAGAv NOT TO SCALE t' AUX. 24VDC FROM FPS19 Z Z F- I- a co U) V 0 O Z Z N U) U U) FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) ADDRESS: 2-4-60 194' HEAT DETECTOR 60-031 10K OHM, 1/4 WATT FLAGNOTES DEVICE IS ALREADY INSTALLED IN THE FIELD AND PROGRAMMED. MINI MONITOR MODULE FOR A77 24V EOL SUPERVISION RELAY. PRE -ACTION SOLENOID NEEDS TO BE CONNECTED TO SRM. SLC POINT OF CONNECTION 6' 4' 2' 0' 8' Scale: 1/8 inch = 1' DRAWN BY: JSL DATE: 01 /31 /07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 3 LNn z 00 00 e CO 0 _N aq�,q -o c0 t7i C LC) 0 {9� - tb Ng /231LilX c� z < z� O b i -a w dit N w W � f� N tF w Cf± r Z co Z gErat0 � y� GENRATOR ROOM ENCLOSURE !SHEET DESCIPTIO\: DEVICE WIRING DIAGRAM SABEY DATA CENTER co Om wo-01 (35 O E --44 E 0 PERMIT SET DESCRIPTION I w JOB NO.: 06- 1960 DRAWING NO.: 06-1920—FP2.00.dwg 16' FP 2.00 S. i' Without Comments ❑ A� Noted in Red O Per The Attach\ l Letter These plans have been reviewed tv The Tukwila Fire Prevention Bureau for conforrn��,nce with current city, standards. Acceptance is subject to errors and omissions which co not authorize violations of adopted standards and crc inances. The responsibility for the adequacy of design rests totally with the designer. Additions, doletior s or revisions tn these drawings after this date will void ° hic.acceptance and will require a resubmittal of revi3ed drawings for subsequent ,oval. li Final acceptance a subject to fig !d tet. and inspection by I The Tukwila Fire Prevention Bureau. 'Date: 7 /6 /OL By: a5_570 TUKWILA FIRE DEPARTMER Reese ca I: 575.4407, ,n(.1 give this job No._C .6 ,IC -/33 and exact address for shut Own- ar regtoratiOn ap rpy ..t., NOTICE ed, signed, Tukwila )as tmment Pre-test ost be presented ,nctor prior to fl—lent of Acceptance of any Fire Alarm Lection Systems. of test will result ispection Fee and ion of the testing. comple Fire t Certt iflc Yr Testing and De Failure 'in a Re -i terminal THIS DRA CONTAINS CONF1DEN1W .. PROMETARY TIC*1 Of WESTPTRE COASTAL AND ALL S DCPRESSLY USE fCONSIDERING�MOWED. IT S TFE E UND R A TRUST RELA P FOR YOUR GIAPLENT DESCRIBED IEREON FROM REWIRE A. THIS DRAWN; IS NOT TO BE USED FOR ANY OTHER PURPOSE Me OWED IN WHOLE OR PART NOR ITS MIMI FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER RECIURED. OR UPON ROXIEST. STORAGE 315 BREAK AREA 314 OFFICE 313 BELOW e- STAIRS 307 0 0 1 ELECTRICAL ROOM 305 BATTERY & RECTIFIER AREA 311 IHSSD n 0 Or I] MENS 305 NEW WORK AREA MCC 312 BELOW DECK Al 0 —e- 0 TRANSMISSION AREA 310 —e— O 0 WOMEN 304 O x Al 0 0 --6 L l ❑IL LOBBY 300 CAC -2 AI HALLWAY 308 1 JANITOR 301 STAIRS 302 —e MECHANICAL SHAFT ELEC. ROOM CAC -1 AI X T PROCTER SYSTEM #1 PREA TION SYSTEM 112 CO — LOCATE AREA 309 1© I DECK BELOW DECK 3D FLOOR — FIRE SYSTEM EQU I P V E\ T LAYOUT SCALE 1 /G 1'-O ZONE SCHEDULE 2COLOCATON – r3 DECIMAL► BATTERY & RECTIFIER AREA, AMA S YS TE VI DESCRIPTIO\ THE cPROTECTION SYSIEM AT THE 100 COM CA1101Z FACILITY INCLUDES A FN-20CM CONTROL PANEL. PH DETECTORS, TWO PR ON SPRIMBI SYSTEMS. A HMS SENSITIVITY 7 •0 E TETECTOR. WHICH INTERFACE WITH THE HVAC SYSTEMS. BULINNO FIRE ALARM CONTROL PANEL. MAROC h4 UNaARN2 AND SRC CONNECTKR THE CONTROL SYSTEM 6 LOCATED IN THE CONTROLS ALL SYSTEM FIRCI1ONS. PLEASE SEE SHEET 3 FM THE SEQUENCE OF Tt FOR DETAIS ON THE OPERATION. THE CORM. SYSTEM IS BY 110 VAC AND ALSO UTLIZF3 A 17AH BATTERY PACK FOR EMENENCY POWER DI THE EVENT OF UNE POWER INTERRUPTIM THE COMM PANEL IS LIMED TO THE WILDING FIRE ALARM CONTROL PANEL D REPORTS 'ERMINE =MIMS AS SEPARATE Z THE CONTROL PANEL IS ALSO UNKED TO THE SRC AND REPORTS MAJOR AND CRMCAL AS SEPARATE MIES. SY FC P GAP 00131 Al V SOLS LEGEND FENWAL CONTROL PANEL GRAPHIC ANNUNCIATOR PANEL HORN/STROBE ALARM ADDRESSABLE INPUT ► ULE • ▪ ADDRESSMILE REIAY OUTPUT MULE DISPLAY CONTROL (HSSD) H SENSITIVITY DEFECTOR (HSSD) FEW SYSTEM TUBDIG DCC HSSD 0 cE T SR HSSD AIR SALG2LE PORT HSSD SYSTEM ALARM BELL MAINTENANCE SWffCH PHOTOELECTRIC • , SENSOR W/8" BASE WATERF1DW SWITCH T-�-SWITCH SOLENOIDLOW MR SWITCH RELEASE 2 F FIRE PULL STATION NI44%--ZONE moN CLOUDED AREA DENOTES NEW WORK AREA, REMOVE 1 FIRE ALARM PULL STATION, EXTEND THE CORRIDOR AND ADD 3 SMOKE DETECTORS SYSTEM COVPO\E\TS ARE UL AND FM LISTED. THE SYSTEV IS DESIGNED IN ACCO\DA\CE WITH \FPA 2001, \FPA 70 A\D \FPA 72. .SILL OF MATERIALS ITEM PART NUMBER QTY. DESCRIPTION 1 74-200=-001 1 FENWAL FN -2000 CONTROL SYSTEM. 120 VAC 2 06-115915-048 2 17 AMP HOUR BATTERY PACK (2 REQUIRED)(FN-2000) 3 70-403001-152 1 DUCT DETECTOR 4 74-200001-001 2 AGENT RELEASE MODULE 5 74-200004-001 2 RELAY MODULE 6 74-200007-001 1 I/O MOTHERBOARD 7 70-407008-001 21 ADDRESSABLE CONTACT INPUT MODULE (N.0.) 8 70-408004-001 1 ADDRESSABLE RELAY OUTPUT MODULE 9 71-402001-100 90 PHOTOELECTRIC SMOKE SENSOR 10 70-400001-000 ' s 4" UNIVERSAL DETECTOR BASE 11 29-32,1.1-2; 6 3 -R . MAN L PUSTATION �� 2 —0000-001 9 HORN/STROBE - DEVICE 13 89-100000-032 2 ANALASER 200S FANBOX DETECTOR (HSSD) 14 89-100050-001 2 ANALASER 200S. DISPLAY CONTROL CARD (DCC) 15 89-100053-000 1 ANALASER 200S. MULTIZONE ENCLOSURE 16 89-100055-001 1 ANALASER 200S. UNIT POWER SUPPLY 17 75-000030-001 1 ALARM BELL FOR HSSD ALARM 18 M100 1 MAINTENANCE SWITCH 19 CUSTOM 1 GRAPHIC ANNUNCIATOR PANEL 20 CUSTOM 4 SIGN.... PREACTION SYSTEM MANUAL PULL STATION 21 CUSTOM 1 IGN.... HSSD SIGN 22 71-402001-100 3 PH •TOELE IC SMOKE SENSOR 23 70-400001-000 3 4" UNIVERSAL DETECTOR BASE PA II D JUN 2 7 2006 Tukwila Fire SA LI: EY C 0 R L'ORA7ION z 0 rn w 5 8 $1 15 logi1g C Cfw DWG BY: GC ENG BY: SR CHK BY: GC APP BY: SR SCALE: AS–NOTED DRAWING NUMBER: REVISION: 1 °F 2 DATE: 0-23-03 PAGE: FP -01 I I ELECTRICAL INSTALLATION NOTES 1. All installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by Installation Contractor. Materials for "Wiring By Others" are not supplied by Installation Contractor. 2. Panels, devices, conduit, boxes, etc. are to be flush mounted and exposed. Exceptions are: above "drop-in" false ceiling tiles and where specifically shown or labeled on these drawings. 3. Exact locations of all equipment to be determined in the field. 4. All wiring must conform with local codes. 5. Detector and audible alarm device circuit polarity must be observed. 6. All detector and audible alarm device circuit wires are supervised. Therefore, no parallel branching of wires is permissible. 7. Wiring: Unless otherwise specified by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #18 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #14 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed if required. 10. For detector layout information, refer to drawing. 11. Smoke detectors shall not be located within 36" of direct air stream from supply air outlets. 12. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. GRAPHIC ANNUNCIATOR PANEL RS282 CABLE 24VDC POWER FENWAL FN -2000 CONTROL PANEL 120 VAC INPUT 60/50HZ I/O MOTHER BOARD 00000 SEQUENCE OF OPERATION PREACTION SYSTEMS - ZONE 1 OR 2 1. SYSTEM NORMAL - CONTROL PANEL GREEN NORMAL LED'S ILLUMINATED ON CONTROL PANEL. DISPLAY READS SYSTEM OK AND SHOWS CURRENT DATE, DAY, AND TIME. 2. ALARM & SUPPRESSION 1ST ALARM A SINGLE SMOKE DETECTOR ACTIVATES ANYWHERE IN PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A SLOW PULSE INDICATING AN ALARM CONDITION IN THAT ZONE. B) A SIGNAL WILL BE SENT TO BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL INDICATING NATURE OF ALARM. E) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. 2ND ALARM/PRE-DISCHARGE A SECOND SMOKE DETECTOR ACTIVATES ANYWHERE IN THE SAME PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A FAST PULSE INDICATING A 2ND ALARM CONDITION ALARM IN THAT ZONE. B) A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. BE SENT TO SRC VIA RELAY TRANSFER. C) THE PREACTION SYSTEM IN SOLENOID WILL BE ACTIVATED. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. E) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. F) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. IF A MANUAL PULL STATION IS ACTIVATED - A) HORN STROBES WILL SOUND CONTINUOUSLY. B) THE PREACTION SYSTEM SOLENOID WILL BE ACTIVATED. C) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. D) A SIGNAL WILL BE SENT TO THE BUILDING FIRE ALARM PANEL AND A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. 3, ACTIVATION OF THE TAMPER SWITCH OR LOW AIR SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM PANEL. IB SOUND A BUZZER AT THE CONTROL PANEL. C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 4. ACTIVATION OF THE WATERFLOW SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING AN ALARM SIGNAL TO THE BUILDING FIRE ALARM PANEL. B HORN/STROBES WILL AND FIRE ALARM STROBE LIGHTS WILL FLASH AND SOUND. C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 5. TROUBLE ANY TROUBLE CONDITION IN THE CONTROL PANEL OR FIELD WIRING WILL - A) ACTIVATE A RELAY SENDING A TROUBLE SIGNAL TO THE BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. B) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL INDICATING THE NATURE OF THE TROUBLE CONDITION. C SOUND A BUZZER AT THE CONTROL PANEL. D THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. 6. MAINTENANCE SWITCH THIS IS A KEYED SWITCH USED DURING SYSTEM MAINTENANCE OR WHEN SMOKE GENERATING TASKS ARE BEING PERFORMED IN THE AREA. IT DISABLES ALL OF THE RELEASE CIRCUIT FOR AUTOMATIC ACTIVATION AND PUTS THE PANEL IN TROUBLE. ALL ALARMS AND SHUTDOWN RELAYS ARE STILL OPERATIONAL AS WELL AS THE MANUAL RELEASE ACTUATION. MAINTENANCE SWITCH DISARMOARMO •• 00 •• ACIM (N.O.) RET 24V SRC MAJOR SRC CRITICAL SPARE I RELAY SECURITY SYSTEM I INTERFACE ANALASER 200S FANBOX DETECTOR S3 U1 DS1 52 51 MOTHERBOARD #1 "I SLOT #4 1.01 CO n Soy s N faf ON 13 ANALASER 200S FANBOX DETECTOR ALARM TO BFACP TROUBLE TO BFACP SUPERVISORY I TO BFACP WATERFLOW I TO BFACP ANALASER 200S POWER SUPPLY 120 VAC INPUT 15 ANALASER 200S ENCLOSURE 1ri1 ZONE 2 DCC 50% 100% TROUBLE 1ST ALARM 3RD ALARM NO NC C ® � 6ss s NO NC C NO NC C ZONE 1 DCC TROUBLE 1ST ALARM 3RD ALARM NO NC C NO NC C NO NC C 000 •• ACIM (N.O.) ADDRESSABLE RELAY OUTPUT MODULE 0000 ACIM AO 6000 INC IC INO •• ACM (N.O.) •• ACM (N.O.) 0000 ACM (NCO.) ACM (N.O.) HIGH SENSITIVITY SMOKE DETECTOR (HSSD) 1. WHEN THE HSSD REACHES THE PRE -ALARM OR ALARM LEVEL OF ALERT, A BELL WILL SOUND ADJACENT TO THE PANEL. THE ZONE IN ALERT WILL BE INDICATED AT THE GRAPHIC ANNUNCIATOR AND A RELAY WILL TRANSFER SENDING A SIGNAL TO THE SRC. 2. ALL ABOVE EVENTS WILL BE RECORDED IN THE FN -2000 CONTROL PANEL. THE BUILDING FIRE ALARM PANEL WILL MONITOR THIS SYSTEM AS A SUPERVISORY FUNCITON IF REQUIRED. SSC V 0\ TO\G EVE\ TS MAJOR ALARM CRITICAL ALARM SYSTEM TROUBLE OR SUPERVISORY EVENT 1ST LEVEL HSSD 1ST SMOKE DETECTOR ALARM OR ANDY DUCT DETECTOR 3RD LEVEL HSSD 2ND SMOKE DETECTOR ALARM WATERFLOW STANDY POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT STANDBY CURRENT MAXIMUM STANDBY (AMPS) MODULE/SYSTEM CURRENT (AMPS) 0.070 0.035 0.060 0.065 0.010 0.0004 0.0004 0.0004 1 1 1 2 2 93 21 1 STANDBY TOTAL 0.070 0.035 0.060 0.130 0.020 0.0372 0.0084 0.0004 0.3610 U1 52 Si MOTHERBOARD #1 SLOT #3 4 r ON DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 2 PREACTION SYSTEM WATERFLOW EOL WF ZONE 2 PREACTION SYSTEM LOW AIR PRESS. EOL LA ZONE 2 PREACTION SYSTEM TAMPER SW. WIRING BY INSTALLATION CONTRACTOR WIRING BY OTHERS ALARM POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC & THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT ALARM CURRENT (AMPS) 0.210 0.035 0.060 0.150 + OUTPUT CURRENT 0.075 0.00044 0.00044 0.00044 MODULE/SYSTEM 1 1 1 2 2 93 21 1 ALARM TOTAL MAXIMUM ALARM CURRENT (AMPS) 0.210 0.035 0.060 2.670 0.150 0.04092 0.00924 0.00044 3.1756 TOTAL BATTERY CAPACITY REQUIRED TOTAL STANDBY LOAD X REQUIRED STANDBY TIME _ .361 X 24 HOURS = TOTAL ALARM LOAD X REQUIRED ALARM TIME 3.1756 X 5 MIN. / .084 TOTAL AMP/HOURS REQUIRED X 20% FACTOR TOTAL AMP/HOURS REQUIRED AMP/HOURS 8.6640 AMP/HOURS 0.2668 8.9308 = 1.78616 = 10.71696 BATTERY SUPPLIED 17 AMP HOUR ZONE 2 s3 PREACTION SYSTEM i] RELEASE SOLENOID cp am PROVIDED BY OTHERS WIRED BY INSTALLATION (I• MOTHERBOARD #1 CONTRACTOR U1 54 S3 ON y�s1 ®J ®c" ®+ ®N ZONE 2 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 2) DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 1 PREACTION SYSTEM WATERFLOW ZONE 1 PREACTION SYSTEM LOW AIR PRESS. ZONE 1 PREACTION SYSTEM TAMPER SW. SLOT #2 AUXILIARY POWER RELEASE CIRCUITS J 0 W CAC -5 SMOKE DET. BY OTHERS Sm ®� ® SIGNAL CIRCUITS O ZONE 2 � PREACTION RELEASE v l AND ALARM ZONE 1 53 PREACTION SYSTEM =,.] RELEASE SOLENOID PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR Os1 U1 54 S3 ,MOTHERBOARD #1 SLOT #2 --- s1 AUXILIARY POWER ZONE 1 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 7) CAC -4- CAC -3 CAC -2 CAC -1 SMOKE DET. SMOKE DET. SMOKE DET. SMOKE DET. BY OTHERS BY OTHERS BY OTHERS BY OTHERS PREACTION SYS. PULL STA. ZONE 2 (TYP. OF 1) PREACTION SYS. PULL STA. ZONE 1 (TYP. OF 2) RELEASE CIRCUITS ON SIGNAL CIRCUITS O ZONE 1 PREACTION RELEASE & ALARM HSSD ALARM BELL (TYP. OF 1) RECEIVER/TRANSMITTER MODULE NEW ADDRESSABLE SMOKE DETECTOR ZONE 1 (TYP. OF 3) J1 WI „tri, W2 MOTHERBOARD #1 PC UNECPU NORMALRESET 13LE02LEO1 CPU RESET c Swt PC UNE RESET[_ ACM (N.O.) ACIM (N.O.) ACM (N.O.) ACM (N.O.) ACM Ka) ACM (N.O.) ACIM (N.O.) ACIM (ICO.) ACIM (ICO.) ACM (N.O.) DUCT DETECTOR AHU-1 REFER TO SHEET 1 OF 2, DRAWING NO. 005WC06 FOR BILL OF MATERIALS ITEM NUMBERS. ADDRESSABLE CONTACT INPUT MODULE (N.O.) (TYPICAL OF 21) ADDRESSABLE SMOKE DETECTOR ZONE 1 (TYP. OF 61) ZONE 2 (TYP. OF 29) SW2 TI J3 TO672 0 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. 0 U z 0 J m orn Coo F- 00 - 00ri 1-11 z z S N W Q 0 1= o 00YD_ N N C•FP•1RA C l l cif] 0 J 0 m J z mo 0 < Z Z 0 E J z M J_ F - (N0 c\I z 0 0 EE z J F - i 0 EXTEND CORRIDOR AND ADD DETECTORS ce 0 0 CD 0 1 17 (V cflI L H- ¢(moi) OO -J -Z O� -N QO QH U z W OEL U J Ho wo o1- 0 U DWG BY: GC ENG BY: SR CHK BY: GC APP BY: SR SCALE: AS -NOTED DRAWING NUMBER: 006WC06 REVISION: 1 2o2 F DATE: 6-23-06 PAGE: FP -02 f� r it i M? ® CENTRAL 0o GWna-N ("b1,c VOLTA M ROE COMM m. in TM rd Tn CONTROL MAI 16VAC) MODULE - L. R1.1. L = (6661 rum a ) (66® MARK ) (669 TM. -L J (6o nreRVmu1Y 1 - OM CMCOM row 1 (e® rM AL/101 j (M 1w MA ) I® RUBE 1 CDOCII 1000000 POWER SUPPLY CD C 000000 - ® ,, -, FLfY Nig - MN ® �- I I ® 8 7 6 5 4 3 2 1 0 0 0 0 0 T.' o f 11 ' c 6 E n imi• 1 - ii. MOTHER° BOARD #1 �. .., ��. r, C RELAY MODULES o y ' 0 sr• ' ____ o r;.12 Vl; 0 '' o, o RELEASE MODULES RECEIVER Q TRANSMITTER MODULE 4 O17 AMP BATTERY I I HOUR PACK r I/O MOTHER BOARD 00000 SEQUENCE OF OPERATION PREACTION SYSTEMS - ZONE 1 OR 2 1. SYSTEM NORMAL - CONTROL PANEL GREEN NORMAL LED'S ILLUMINATED ON CONTROL PANEL. DISPLAY READS SYSTEM OK AND SHOWS CURRENT DATE, DAY, AND TIME. 2. ALARM & SUPPRESSION 1ST ALARM A SINGLE SMOKE DETECTOR ACTIVATES ANYWHERE IN PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A SLOW PULSE INDICATING AN ALARM CONDITION IN THAT ZONE. B) A SIGNAL WILL BE SENT TO BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL INDICATING NATURE OF ALARM. E) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. 2ND ALARM/PRE-DISCHARGE A SECOND SMOKE DETECTOR ACTIVATES ANYWHERE IN THE SAME PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A FAST PULSE INDICATING A 2ND ALARM CONDITION ALARM IN THAT ZONE. B) A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. BE SENT TO SRC VIA RELAY TRANSFER. C) THE PREACTION SYSTEM IN SOLENOID WILL BE ACTIVATED. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. E) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. F) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. IF A MANUAL PULL STATION IS ACTIVATED - A) HORN STROBES WILL SOUND CONTINUOUSLY. B) THE PREACTION SYSTEM SOLENOID WILL BE ACTIVATED. C) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. D) A SIGNAL WILL BE SENT TO THE BUILDING FIRE ALARM PANEL AND A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. 3, ACTIVATION OF THE TAMPER SWITCH OR LOW AIR SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM PANEL. IB SOUND A BUZZER AT THE CONTROL PANEL. C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 4. ACTIVATION OF THE WATERFLOW SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING AN ALARM SIGNAL TO THE BUILDING FIRE ALARM PANEL. B HORN/STROBES WILL AND FIRE ALARM STROBE LIGHTS WILL FLASH AND SOUND. C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 5. TROUBLE ANY TROUBLE CONDITION IN THE CONTROL PANEL OR FIELD WIRING WILL - A) ACTIVATE A RELAY SENDING A TROUBLE SIGNAL TO THE BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. B) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL INDICATING THE NATURE OF THE TROUBLE CONDITION. C SOUND A BUZZER AT THE CONTROL PANEL. D THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. 6. MAINTENANCE SWITCH THIS IS A KEYED SWITCH USED DURING SYSTEM MAINTENANCE OR WHEN SMOKE GENERATING TASKS ARE BEING PERFORMED IN THE AREA. IT DISABLES ALL OF THE RELEASE CIRCUIT FOR AUTOMATIC ACTIVATION AND PUTS THE PANEL IN TROUBLE. ALL ALARMS AND SHUTDOWN RELAYS ARE STILL OPERATIONAL AS WELL AS THE MANUAL RELEASE ACTUATION. MAINTENANCE SWITCH DISARMOARMO •• 00 •• ACIM (N.O.) RET 24V SRC MAJOR SRC CRITICAL SPARE I RELAY SECURITY SYSTEM I INTERFACE ANALASER 200S FANBOX DETECTOR S3 U1 DS1 52 51 MOTHERBOARD #1 "I SLOT #4 1.01 CO n Soy s N faf ON 13 ANALASER 200S FANBOX DETECTOR ALARM TO BFACP TROUBLE TO BFACP SUPERVISORY I TO BFACP WATERFLOW I TO BFACP ANALASER 200S POWER SUPPLY 120 VAC INPUT 15 ANALASER 200S ENCLOSURE 1ri1 ZONE 2 DCC 50% 100% TROUBLE 1ST ALARM 3RD ALARM NO NC C ® � 6ss s NO NC C NO NC C ZONE 1 DCC TROUBLE 1ST ALARM 3RD ALARM NO NC C NO NC C NO NC C 000 •• ACIM (N.O.) ADDRESSABLE RELAY OUTPUT MODULE 0000 ACIM AO 6000 INC IC INO •• ACM (N.O.) •• ACM (N.O.) 0000 ACM (NCO.) ACM (N.O.) HIGH SENSITIVITY SMOKE DETECTOR (HSSD) 1. WHEN THE HSSD REACHES THE PRE -ALARM OR ALARM LEVEL OF ALERT, A BELL WILL SOUND ADJACENT TO THE PANEL. THE ZONE IN ALERT WILL BE INDICATED AT THE GRAPHIC ANNUNCIATOR AND A RELAY WILL TRANSFER SENDING A SIGNAL TO THE SRC. 2. ALL ABOVE EVENTS WILL BE RECORDED IN THE FN -2000 CONTROL PANEL. THE BUILDING FIRE ALARM PANEL WILL MONITOR THIS SYSTEM AS A SUPERVISORY FUNCITON IF REQUIRED. SSC V 0\ TO\G EVE\ TS MAJOR ALARM CRITICAL ALARM SYSTEM TROUBLE OR SUPERVISORY EVENT 1ST LEVEL HSSD 1ST SMOKE DETECTOR ALARM OR ANDY DUCT DETECTOR 3RD LEVEL HSSD 2ND SMOKE DETECTOR ALARM WATERFLOW STANDY POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT STANDBY CURRENT MAXIMUM STANDBY (AMPS) MODULE/SYSTEM CURRENT (AMPS) 0.070 0.035 0.060 0.065 0.010 0.0004 0.0004 0.0004 1 1 1 2 2 93 21 1 STANDBY TOTAL 0.070 0.035 0.060 0.130 0.020 0.0372 0.0084 0.0004 0.3610 U1 52 Si MOTHERBOARD #1 SLOT #3 4 r ON DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 2 PREACTION SYSTEM WATERFLOW EOL WF ZONE 2 PREACTION SYSTEM LOW AIR PRESS. EOL LA ZONE 2 PREACTION SYSTEM TAMPER SW. WIRING BY INSTALLATION CONTRACTOR WIRING BY OTHERS ALARM POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC & THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT ALARM CURRENT (AMPS) 0.210 0.035 0.060 0.150 + OUTPUT CURRENT 0.075 0.00044 0.00044 0.00044 MODULE/SYSTEM 1 1 1 2 2 93 21 1 ALARM TOTAL MAXIMUM ALARM CURRENT (AMPS) 0.210 0.035 0.060 2.670 0.150 0.04092 0.00924 0.00044 3.1756 TOTAL BATTERY CAPACITY REQUIRED TOTAL STANDBY LOAD X REQUIRED STANDBY TIME _ .361 X 24 HOURS = TOTAL ALARM LOAD X REQUIRED ALARM TIME 3.1756 X 5 MIN. / .084 TOTAL AMP/HOURS REQUIRED X 20% FACTOR TOTAL AMP/HOURS REQUIRED AMP/HOURS 8.6640 AMP/HOURS 0.2668 8.9308 = 1.78616 = 10.71696 BATTERY SUPPLIED 17 AMP HOUR ZONE 2 s3 PREACTION SYSTEM i] RELEASE SOLENOID cp am PROVIDED BY OTHERS WIRED BY INSTALLATION (I• MOTHERBOARD #1 CONTRACTOR U1 54 S3 ON y�s1 ®J ®c" ®+ ®N ZONE 2 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 2) DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 1 PREACTION SYSTEM WATERFLOW ZONE 1 PREACTION SYSTEM LOW AIR PRESS. ZONE 1 PREACTION SYSTEM TAMPER SW. SLOT #2 AUXILIARY POWER RELEASE CIRCUITS J 0 W CAC -5 SMOKE DET. BY OTHERS Sm ®� ® SIGNAL CIRCUITS O ZONE 2 � PREACTION RELEASE v l AND ALARM ZONE 1 53 PREACTION SYSTEM =,.] RELEASE SOLENOID PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR Os1 U1 54 S3 ,MOTHERBOARD #1 SLOT #2 --- s1 AUXILIARY POWER ZONE 1 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 7) CAC -4- CAC -3 CAC -2 CAC -1 SMOKE DET. SMOKE DET. SMOKE DET. SMOKE DET. BY OTHERS BY OTHERS BY OTHERS BY OTHERS PREACTION SYS. PULL STA. ZONE 2 (TYP. OF 1) PREACTION SYS. PULL STA. ZONE 1 (TYP. OF 2) RELEASE CIRCUITS ON SIGNAL CIRCUITS O ZONE 1 PREACTION RELEASE & ALARM HSSD ALARM BELL (TYP. OF 1) RECEIVER/TRANSMITTER MODULE NEW ADDRESSABLE SMOKE DETECTOR ZONE 1 (TYP. OF 3) J1 WI „tri, W2 MOTHERBOARD #1 PC UNECPU NORMALRESET 13LE02LEO1 CPU RESET c Swt PC UNE RESET[_ ACM (N.O.) ACIM (N.O.) ACM (N.O.) ACM (N.O.) ACM Ka) ACM (N.O.) ACIM (N.O.) ACIM (ICO.) ACIM (ICO.) ACM (N.O.) DUCT DETECTOR AHU-1 REFER TO SHEET 1 OF 2, DRAWING NO. 005WC06 FOR BILL OF MATERIALS ITEM NUMBERS. ADDRESSABLE CONTACT INPUT MODULE (N.O.) (TYPICAL OF 21) ADDRESSABLE SMOKE DETECTOR ZONE 1 (TYP. OF 61) ZONE 2 (TYP. OF 29) SW2 TI J3 TO672 0 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. 0 U z 0 J m orn Coo F- 00 - 00ri 1-11 z z S N W Q 0 1= o 00YD_ N N C•FP•1RA C l l cif] 0 J 0 m J z mo 0 < Z Z 0 E J z M J_ F - (N0 c\I z 0 0 EE z J F - i 0 EXTEND CORRIDOR AND ADD DETECTORS ce 0 0 CD 0 1 17 (V cflI L H- ¢(moi) OO -J -Z O� -N QO QH U z W OEL U J Ho wo o1- 0 U DWG BY: GC ENG BY: SR CHK BY: GC APP BY: SR SCALE: AS -NOTED DRAWING NUMBER: 006WC06 REVISION: 1 2o2 F DATE: 6-23-06 PAGE: FP -02 O O 0 G —47 I: NEW DEMISING WALL NEW 48x30 MANIFOLD ® b 41- 26x18 / TYP 9 PLCS. SCALE 1/8" = 1' 0 1'/i 11'-1 awn moo oars woo ®— alai wow arm mom N N f_Y L._.1J L \ .aia0 r' I+I I MECHANICAL TEE ir III NEW 48x30 MANIFOLD 0 -.114; ... .. ® o 11'-10 V —I 13 -1 N Pl ISI 0 5' - .\111 A IN111 III ISTING 48x30 II NCH LINES • O FlL .J ACCEPTED Without Comments As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to i these drawings after this date will void thie,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is y-ct to field test and inspection by The Tukwila Fire Pre' • tion Bureau. P Date: 6Z 4� By: Ci'V 4 / - 9-7 1 17. HEADS UNDER DUCT WORK f - —I I L L I Ii I rUKVwILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. (94— —/Z and exact address for shut* cioW11 or restoration approve‘ L EADS DER DUCT WORK ® NEWft8x30 MANIFOLD® Q J- j / ANIS OWN ... SW/ MINI. ...1 .YL . _ 0 6'-4'/ziia;�I-9 ' l `t. • ti o p+ b X __._ 36x10 (725 CFM) TYP 4 PLCS. PER DUCT RUN __ 30x10 (700 CFM) TYP 1 PLC. PER DUCT RUN NEW BRANCH LINE ROPOSED WALL :mar.?�...-.-_—..;:....-..�._. 4.. - -. .¢ - - - Top Beam C -Clamp with Retaining Strap (Joist) Swivel Ring —� Modal 300 Michigan Top Baan C -Clamp or Equal with Lock N1 HANGER DETAIL AREA OF WORK 4011111.1 GENERAL NOTES! 1. SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 2. OTHERS TO PROVIDE PAINTING, WIRING, FIRE EXTINGUISHERS, 3. ALL SYSTEM COMPONENTS ARE U.L. LISTED AND/OR F.M. APPROVED. 4. PROJECT IS TO ADD UPRIGHT HEAD COVERAGE UNDER NEW HVAC MANIFOLD ALONG THE NORTH SIDE OF TENANT SPACE J NORTH Symbol Legend Revisions Sprinkler Legend Description Revision No. Description Symbol Manufacturer Model Orifice Degree Qty. 2 WAY EQ BRACE 4 WAY EQ BRACE 0 STAR SG CHROME UPRIGHT HEADS 1/2" 155 13 RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION CONTRACTOR'S LICENSE: Lie. # RELIAFP 102L1 Job No.: s ( D fO t'o Date: JUNE 2006 PAO JUN 22 2006 Tukwila ire D ___'7,,45—y - Reliance Fire Protection Inc., PO BOX 428 Preston, WA 98050 Fax: (206) 682-6744 Tel: (206) 682-6636 e-mailiim@reliancefire.com reliancefire.com Drawn by: Jim Bowlin Approval: TUKWILA FIRE Scale: 1/8" =1'-0" SABEY CONSTRUCTION 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WASHINGTON 98168 FP 1 ALARM, L.L.C. Symbols Legend Symbol QTY Description Mounting Manufacturer Part # C 1 Intelligent Fire Alarm System Control Panel CAB AA Enclosure at 72" to Top Notifier AFP -400 1 FACP 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit 17 Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SOX -751 IP J 2 14 AWG Solid Fire Rated 27 Intelligent Photo Smoke Detector in Duct 4 Square Deep with 3" Round Ring Mounted in Duct Notifier SDX-751 D --4 Intelligent Duct Smoke Detector Surface (Ref. Mfg Information) Notifier DHX-502 IRII 4 Duct Detector Remote Indicator 1 Gang at Ceiling Notifier RA -400Z 0 4 135 degree Heat Detector (elev shunt trip only) 4 Square Deep with 3" Round Ring Notifier 603 13 Intelligent Manual Pull Station 1 Gang at 98" to Center Notifier NBG-12LX F 14 Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M 10 Intelligent Relay Module 9 Square Deep Notifier CMX-2 C 2 End of Line Power Supervision Relay 4 Square Deep Notifier A77-716 MMX -101 EOLR 6 Remote Relay Surface Notifier MR -201C R 4 Audible Power Supply Surface Wheelock PS12-24-8 APSX [SMI 2 Horn Strobe Sync Module 4 11/16 Back Box with Extension Ring Wheelock DSM 24 Ell 37 Horn with 15cd Strobe 2 Gang at 80" to Bottom Wheelock NS-2415W—FW E5> 8 Horn with 75cd Strobe 2 Gang at 80" to Bottom Wheelock NS-2475W—FW 1 Strobe 15cd 2 Gang at 80" to Bottom Wheelock RSS-2415W—FW 15 8 Strobe 75cd 2 Gang at 80" to Bottom Wheelock RSS-2475W—FW 75 8 CEILING Strobe 30cd 2 Gang Wheelock RSS-2430C—FW I30Ic I751c 8 CEILING Strobe 75cd 2 Gang Wheelock RSS-2475C—FW 28 CEILING Strobe 100cd 2 Gang Wheelock RSS-24100C—FW 1100 1 Digital Dialer Surface Supplied by Others DTRS Fire Alarm System "J" Box Sized for Conductor Fill Supplied by Others 27 Smoke Fire Damper Supplied by Others [FSO ® 7 Sprinkler Waterflow Switch Supplied by Others ® 9 Sprinkler Tamper Switch Supplied by Others 1411, 1 Post—Indicator Valve Supplied by Others 6 Intelligent Smoke Detector 4 Square Deep with 3" Round Ring Notifier FSP -751 1 Remote Relay Surface Notifier MR -201C R 1 Intelligent Control Module 4 Square Deep Notifier FCM-1 IC 6 Magnetic Door Holder By Others DH EXISTING DEVICES SHOWN IN GRAYSCALE Wire Legend Symbol Description Type of Circuit A 2 16 AWG THHN Solid Fire Rated (in EMT) Conventional (IDC) Circuit C 2 14 AWG Solid Fire Rated Cable Audible (NAC) Circuit C 2 14 AWG THHN Solid Fire Rated (in EMT) Audible (NAC) Circuit D 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit G 1 pair 16 AWG Twisted Fire Rated Cable Aux Equipment Interface H 1 pair 16 AWG Twisted Fire Rated Cable Remote Indicator Circuit J 2 14 AWG Solid Fire Rated HVAC Interface P 2 14 AWG Solid Fire Rated Aux Power Circuit 03—Oct-2003 PLOT DATE: GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A TO BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. DEVICE DESIGNATION LEGEND EXAMPLE: NOTIFICATION APPLIANCE CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) N-42 ‹.---CIRCUIT #2 C1.1 ADDRESSABLE INITIATING DEVICES: v y EXAMPLE: 1 I��I LOOP NUMBER 1 MODULE ADDRESS 1 ADDRESSABLE INITIATING DEVICES: v y EXAMPLE: 11 101I LOOP NUMBER 1 DETECTOR ADDRESS 1 Sheet Schedule Sheet Number Description FA -0 General Notes, Wire Legend, Symbols Legend FA -1 2nd Floor Plan DATE FA -2 3rd Floor Plan FA -3 4th Floor Plan NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in "$40 Re- inspection Fee and termination of the testing. ACCEPTED Without Comments As. Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissionswhich do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions Pc these drawings after this datewill void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by,. The Tukwila Fire Prevention Bureau. Date: /°// b 3 By: %1/ TUKWILA FIRE DEPARTMEIN>l, Please call: 575-440Z and give this job and exact address for shuts t down or restoration approves DICT - 3 2003 ri 42_2:75 z 0 C/) W ed REV. BY: DESCRIPTION DATE I 2 4100 Alderwood Mall Blvd, Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 C SCALE: AS NOTED PROJECT NUMBER: 1232 DRAWN DESIGNED BY: BY: DSJ JMC DATE: 09/29/03 SHEET FA -0 BY PRECISION O O N COPYRIGHT BREAK ROOM WAR ROOM EXIT 1 RECEPTION N-34 N-34 HALLWAY 11001 FILE ROOM CONFERENCE TEL. CLOSET IT ROOM D-cD ORRIDOR ELEC' iCA ROOM OPEN OFC — 7 1100 c S TO EXISTING NOTIFICATION CKT N-32 N-32 03—Oct-2003 SHEET NOTE: EXISTING DEVICES SHOWN IN GRAYSCALE PLOT DATE: 2ND FLOOR PLAN SCALE: 1/8" = 1'-0" REV. BY: DESCRIPTION DATE I 2 4100 Alderwood Mall Blvd, Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL. (425) 697-2116 IGCP BUILDING C N W 0 0J Z 2 0 W H H J 0 TUKWILLA, WA 12201. TUKWILA INTERNATIONAL BLVD. C SCALE: AS NOTED PROJECT NUMBER: 1232 DRAWN DESIGNED BY: BY: DSJ JMC DATE: 09/29/03 SHEET FA -1 01 N-49 30 c C In N-44 C N-43 C Ui w 30 �' c � N-49 N-93 1751c ruI n 1 o -C N-43 100 03—Oct-2003 PLOT DATE: IF --1 Lz jl 11.4N1-41 LOBBY t 5 121 0 I J I 1 1 I DOWN FROM liND FLR 154 L� C APS4 -12113- - m ©©®111 ELECTRIC D 119 1 0 �L 9 C D -c) UP TO 4TH FII R JLWWC- -_ - IL - Q 153 D C1 a • N-42 100 S E NMI MUM MOM MMI IMM MIME EMS MIM MMI MEM CC MIME MEM MEM MIME MM MEM OL EE 100 T N-44 c .11 11 ELECTRICAL ROOM A OOIIA-cam D o- A N_91 D 126 D IFSDI D C N-92 1100 c 100 C SHEET NOTE: EXISTING DEVICES SHOWN IN GRAYSCALE D 0 L 3RD FLOOR PLAN SCALE: 1/8" = 1'-0" N z 0 VN W REV. BY: DESCRIPTION DATE O z 4100 Alderwood Mall Blvd, Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 V a z a -J 5 CO 0. Vo m J P o W 1-- V z ccw J z 0 Z< = I -I l- O cv 0 TUKWILLA, WA J w cc I-1 w C SCALE: AS NOTED PROJECT NUMBER: 1232 DRAWN DESIGNED BY: BY: DSJ JMC DATE: 09/29/03 r SHEET FA -2 M 0 O I- 0 0- 0 U 03—Oct-2003 PLOT DATE: SHEET NOTE: EXISTING DEVICES SHOWN IN GRAYSCALE 4TH FLOOR PLAN SCALE: 1/8" = 1'-0" co z 0 N DESCRIPTION W Q C O z J 40 la O K! CO N N O 3 C la - J M t Cl) a m a 0 0 C TEL (425) 697-2116 C) 0 Z H CO F- 0 0 0 0 m J z • O W F— (� Ou z O Z¢ H V� W � �-I cv 0 SCALE: AS NOTED PROJECT NUMBER: 1232 DRAWN DESIGNED BY: BY: DSJ JMC DATE: 09/29/03 r SHEET FA -3 i 14'-7" 4'-9" BREAK ROOM._ EXIT 1 RE f 1ON C) Al l' c r. C) -0 CTRICAL ICE ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. J-0)PR`v 1 CAP EXISTING PRE -ACTION MAIN RECONNECT 3" PRE -ACTION UNE TO EXISTING WET PIPE SPRINKLER MAIN WITH CROSS 3 x 1h MECH. TEE GENERAL NOTES FIRE SPRINKLER PLAN 2ND FLOOR SCALE 1/8" = 1'-0' 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE ARE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1950 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. NEW PIPING EXISTING PIPING WET SPRINKLERS SYM DESCRIPTION TEMP QTY 0 CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (EXISTING) 155' N/A ifi CENTRAL MDL GB—QR 1/2" CHROME PEND (EXISTING) 155' N/A CENTRAL MDL GB—QR 1/2" CHROME PEND (ADDED) 155' 35 TOTAL THIS SHEET : 35 If EXISTING BRANCHUNE WITH SLP. FITTING SPIN UNE, ADD DROP NIPPLE AND NEW ARMOVERS PER PLAN 1" X ARMOVER (SEE PLAN) SUSPENDED CEIUNG ®8'-6" 1" 90 EL 1" X DROP (SEE PLAN) ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to :hese drawings after this date will void this acceptance and :Bili require a resubrnittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-. -o 3 By: kVA .•(// 1 UKWIL4 FIRE DEPARTMENT Please call: 575.4407 and give this rob No. 03-,3-/3 / and exact address for shut. down or restoration approval„ 1"X1/2" R.C. PENDENT W/ ESCT. TYP. ARMOVER @ LINE NOT ISSUED FOR JUL 2 5 2003 k>` -- t .d -S4 CONSTRUCTION 0 0 a. O� ccf_ Q > F- z Oz II E- 0 TUKWILA INTERNATIONAL O CN H- H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: MLS CHECKED BY: RF DATE: 07-25-03 PROJECT: McK. PROJECT NUMBER: 24 t TITLE: FIRE SPRINKLERS T.I. REVISIONS SHEET: F�-01 /22 0/ 77(x: 5 k,7' 5/ E) 219'-10' ,i .jC1'- (E) 3tt,-0•, (E) 30'- (E) 30'-C" (E) 31'i-6 3;/4 CAP jRANCHLINE AT FIT TEE REMOVE PIPE BETWEEN ZONES CALCULATEDS1 AREA: AREA #1 trcuPFDIC tHAZARD! • ORDINARY I TCFAR AREA / S?RINKLER • 24 SOFT, , (MAX.) DENSITY .15 GPM / SQ. FT. AREA IT RATION 1950 SD,FT. it DADS LOWDN , g SYSTEM MDI 6+4883 Supprf GPM 114.63 PSI INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SPRINKLER HEAD CEriTRAL 'ESLD -Cir ORIFICE 0.70' FACTOR 14.5 • TEMPERA 15. h GREE 2 '3- 45 , <3- EXISTING WET S.YSTFM i - iii!iiiiflM ice` II ' tl11111111111111111111N PREACTION SYSTEM # PREACTIpN SYSTEM it T'G 3' FLOOR ASSEMBLY 9'-0' C P NDDE0 8-8 [i0'-e'I AP 2' LINE EMO LINE 3' OUT TO SYSTEM #2 • 3' OUT TO SYSTEM #-\ 1 • 3' SUPPLY IN FROM STANDPIPE T DISCHARGE TO FLOOR 'DRAIN DRAIN MANIFOLD ' T 0 SECTI7N // NPT TO SCALE PREACTIEJN SYSTEM #1 1. 3' OS&Y VALVE WI TAMPER SWITCH 2. 3' STAR MODEL 'A' PREACTION VALVE 3. PNEUMATIC ACTUATOR 4. EMERGENCY RELEASE STATION 5. PRESSURE SWITCH 6. LOW AIR SWITCH 7. 36' FROM AIR COMPRESSOR - SEPARATE AIR MAINTENANCE DEVICE FOR EACH SYSTEM. 8. 136' DRAIN VALVE 9. EMGLO MODEL 'F12S-30S' TANK MOUNTED AIR COMPRESSOR 3/8' CONCRETE i i I- rE�. 1' RETURN BEND /ER ARM-OV NEW CEILING ELEV. VARIES 3RD FLS JOIST XISTING 2' BRANCHLIKE NEW EXTENDED COVERAGE RECESSED SPRINKLER HEAD 2ND FLOOR (ELEV. 33'-0') SECTION "A" / TYPICAL RETURN BEND DETAIL NOT TO SCALE SECOND FLOOR FIRE PROTECTION PLAN TYP. PIPE SCALE 1/8'=1'-O' RETAIINING STRAP ~/ ALL THREAD ROD BAR JOIST SWIVEL RING HANGER SPRINKLER PIPE HANGER DETAIL - NOT TO SCALE RETAIINING SLTRA W/ ALL THREAD RpD SWIVEL RING HANGER SPRINKLER PIPg BAR JOIST TYR PIPE HANGER DETAIL - NOT TO SCALE PREACTION SYSTEM CONCRETE SLAB OR BEAM SPRINKLER PIPE EXPANSION ANCHOR ALL THREAD ROD 3/8' FOR PIPE UNDER 6' 1/2' FOR PIPE OVER 6' #2 SWIVEL RING HANGER TYR PIPE HANGER DETAIL - FOR SPRINKLER PIPE OVER 2' IN DIA. - NOT TO SCALE. PIPE 2' L UP TO HANG FROM TOP CHORD 4' MAX FROM PANEL POINT. • , TOP BEAM CLAMP W/ RETAINING STRAP ALL THREAD ROD SWIVEL RING HANGER SPRINKLER PIPE TYP. PIPE HANGER DETgIL - NOT TO SCALE BIR JOIST FIC. 909 SWIVEL SWAY BRACE FI LATERAL EARTHQUAKE BRAE NON -THREADED BRACE PIPE 0 .W: 0- L'7 0) C'4 0,2 U SCOPE: - S f EACT1oN SYSTEM 0APAcITIEsa 'STEM� pacity n; .147.96 gal $ rk. Hods = 23 ,. M pacity . tf 147.0 gpl S rrk. Hgadp = 20 LEGEND 2 WAY EQ BRACE - — -f- 4 WAY EQ BRACE c RIGID GROOVED COUPLING o. FLEXIBLE GROOVED COUPPLING © INDICATES EXIST'G UPRIGHT SPRINKLER ON SPRIG -UP INDICATES EXISTING PENDENT SPRINKLER HEAD ® INDICATES NEW EXTENDED COVERAGE RECESSED HEAD - OH ® INDICATES NEW EXTENDED COVERAGE RECESSED HEAD - LH ® INDICATES NEW RECESSED SPRINKLER HEAD ORB INDICATES 1' RETURN BEND INDICATES NEW SPRINKLER PIPING ----- INDICATES EXISTING SPRINKLER PIPING --\ INDICATES HANGER LOCATION RELIANCE FIRE PROTECTION SHALL PROVIDE LABOR AND MATERIALS FOR TWO COMPLETE PREACTION SPRINKLER SYSTEMS (EXCLUDING DETECTION AND WIRING). AREAS NOT PROTECTED BY NEW PREACTION SYSTEMS SHALL BE SPRINKLED BY EXISTING WET PIPE SPRINKLER SYSTEM. EXISTING PIPING SHALL REMAIN AS NECESSARY. GENERAL NOTES 1. SPRINKLER SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF NFPA #13 FOR AN ORDINARY HAZARD GROUP I OCCUPANCY. 2. ALL PIPING SHALL BE HUNG IN ACCORDANCE WITH NFPA #13. 3. HANGER MATERIALS SHALL CONFORM TO NFPA STANDARDS. 4, ALL PIPING MATERIALS SHALL CONFORM TO NFPA STANDARDS. MAINS SHALL BE BLACK SCHEDULE 10, BRANCHLINES SHALL BE BLT. FITTINGS SHALL BE BLACK CAST IRON, VICTAULIC GROOVED OR EQUAL, AND WELDED OUTLETS, 5. PREACTION SYSTEMS SHALL HAVE A MINIMUM OF 7 psi SUPERVISORY AIR PER NFPA #13. 6. SPRINKLER PIPING SHALL BE BRACED FOR SEISMIC ACTIVITY PER NFPA #13, C ::.E T Without Comments As Noted In Red Per The Attached Letter /hese plans have been reviewed by The Tukwila Fig Prevention Bureau for ooriformthoe with current city standards. Acceptance is subject to errors and omissions Which do not authorize violations of ado CT LOCATION standards and ordinances. The responsibility t eINT'L VD (99) adequacy of design rests totally with the designer. Additions, deletions or revisions In these drawings after this date will void this acceptance and will require a BRACE PI resubmittal of revised drawings forsubseguent approval. FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHE 1111171111FIG. 4A u PIPE CLAMP FOR SWAY DACE IUKWILA FIRE DEPARTMEN1 Please call: 575-4407 and give this job No. and exact address for shut- own or restoration approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: LONGITUDINAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE By: Vo5---(2-- 0 M Keith Millard 121''iv VICINITY PLAN NO SCALE FILE General Notes: b Sprinkler .Head Legend Description Temp. CENTRAL "ESLO-OH" EXT. COV. RECESSED 155' C"JTRAL "ESLO-LH" EXT. COV. RECESSED 155' C CITRAL "GB" RECESSED , 155' Fin. CHR/CHR Req'�j 64 CHR/CHR 9 CHR/CHR RETIA1VCE FIRE PROTEcTTON, INC. 50Q So. Lander St. Seattle, WA 9814 Tel: (206) 682-6636 EVISION - REV. NO. Fox: (200 682-p744 tr ®=.11011111mi .DESCRIPTION LIC. # RELIFP102L1 Pro ject: — PAC- WIIST 12201 INTERNATIONAL BLVD. - 2ND FLOOR TUKWILA, WASH. DATE: OCT. 11, 1999 P DATE Plan Qescr_iptiom: SECOND FLOOR FIRE PROTECTION PLANMC KM OCT- 2 u 1499 DRAWN BY: S. WASLEY AUTHORITY: CITY OF TUKWILA/ KEMPER INSURANCE Sht. FP -1 qa-/o /oz,/ NAC Circuit Load & Voltage Drop Calculation FCPS # 2 Candella Amps Circuit Number Type of Circuit IA 1B 1C ID Notifier Strobes S2415 S2475 S24110 WP Strobe S241575K 15 0.059 75 0.145 110 0.169 15-75 0.076 1 3 3 1 2 14 AWG solid Fire Rated HVAC'Interface F 2 14 AWG Solid Fire Rated Damper Interface G 2 16 AWG Solid Fire Rated Aux Equipment Interface H 2 16 AWG Stranded Fire Rated Remote Indicator Circuit M Notifier Horn Strobes P2415. P2475 P24110. WP Horn Strobe P241575K 15 0.080 75 0.164 110 0.188 15-75 0.095 3 1 3 5 2 2 1 1 2 1 1 1 T 2 pair 24 AWG Telephone Cable Telco Circuit . V # Devices Circuit Amps Circuit Length (ft )(14awg) Circuit Length (ft )(12awg) EOL Voltage (I4awg) EOL Voltage (12awg) 8' 7 8 8 1.003 0.773 0.769 0.811 250 260 200 260 0 0 `0 0 22.68 22.94 23.19 22.89 24.00 24.00 24.00 24.00 Existing MAIN FACP Pacific View Bld. B Battery Calculations Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 17 18 19 20 Oty 1 12 9 16 4 4 4 12 3 2 3 1 1 Part # AFP -400 MMX -1 CMX-2 SDX-751 DHX-502 SDX-551 RTS451 BGX-101L P241575W P2475W S241575W WM3T-24-FR MB -G10 -24-R 5 SDX-751 1 CMX-2 Existing FCPS # 1 Pacific View Bld B Battery Calulations Item 2 3 4 5 Oty Part # 1 FCPS-24 6 S241575W 7 52475W 10 P241575W 9 P2475W DIACAk/ WR E WIRE r� A�DR�SWIRE UU cD-WIRE F AFI (ROOF) CIRCUIT _ -' -> WIRE A Liiii_NDDRESS > WIRE WARE n ATNEFsiS --v--� F <D -WIRE WIRE H6 <D -WIRE IFl a --WIRE F -J (FOURTH FLOOR) CIRCUIT _-JAv f WIRE WIRE WIRE WRE ADA ESS F b <D -WIRE n WIRE 6- WIRE F (THIRD FLOOR) WIRE CIRCUIT _ -w-- FOPS 110 VAC DEDICATED 4NQ #18 t up WIRE TS 6 WIRE b 3#12 FACP BATTERIES 110 VAC NEU. EARTH GROUND WIRE WIRE ADR S UCTORS WIRE IFI WIRE 6F WIRE TO DED. 110 VAC 20 AMP CIRCUIT UCTORS STU y Others DED. 110 VAC (SECOND FLOOR) S S CIRCUIT 1A S b b S S CIRCUIT 1 B CIRCUIT 1 C 5 6N2 b S S CIRCUIT 1D -VA -NA --5 $ 6 o FCPS BATTERY 1110 VAC DEDICATED C <D -WIRE WIRE F 6 cDWIRE AFI (FIRST FLOOR) WIRE CIRCUIT _ --Wr> WIRE WIRE h h A hDRESS �- FI o -WIRE (PARKING LEVEL 2) CIRCUIT _-W1,-> WIRE A WIRE WIRE AD: RS F (PARKING LEVEL 2) Description Fire Alarm Control Panel Monitor Module Control Module Intelligent Photoelectric Smoke Detector ip Duct Detector Housing (insert head type) Intelligent Photoelectric Smoke Detector Remote Test Station Manual Pull Station Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Strobe, 24VDC, 15/75c Weather Proof Strobe (ADA) 10" Motor Bell Continental Alliance TI Intelligent Photoelectric Smoke Detector 1p Control Module Standby Current Total = Alarm Current Total Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided =17AHR Description Remote Power Supply Strobe, 24VDC, 15/75c Strobe, 24VDC, 75c Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Standby Current Total = Alarm Current Total Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided = 7AHR Standby Alarm 0.170000 0.420000 0.000200 0.000200 0.000300 0.000300 0.000290 0.000290 0,000200 0,000000 0.000300 0.000000 0.000000 0.000290 0.000300 .0.000200 .0.007000 0.000300 0.091000 0.148000 0.066000 0.088000 0.030000 0.000290 0.000300 0.185890 X 24 1.348890 X .083 Total Standby 0.170000 0.002400 0.002700 0.004640 0.000000 0.000800 0.000000 0.003600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.001450 0.000300 0.185890 Total Standby Alarm Standby 0.032000 0.032000 0.032000 0.066000 0.000000 0.123000 0.000000 0.091000 0.000000 0.148000 0.000000 0.032000 0.032000 X 24 3.531000 X .083 Total Alarm 0.420000 0.002400 0.002700 0.004640 0.000000 0.000800 0.028000 0.003600 0.273000 0.296000 0.198000 0.088000 0.030000 0.000000 0.000000 0.000000 0.001450 0.000300 1.348890 4.461360 0.111958 4.573318 1.371995 5.945313 Total Alarm 0.032000 0.396000 0.861000 0.910000 1.332000 3.531000 0.768000 0.293073 1.061073 0.318322 1.379395 GE \ERAL \CTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. APPROVED COVERING MUST BE LEFT ON ALL SMOKE DETECTORS UNTIL FINAL CONSTRUCTION CLEAN UP IS COMPLETED. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 1i. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. CANDELA OF RATING DEVICE IS REFERENCED ON DRAWING. Wire Legend Symbol Description Type of Circuit A 2 14 AWG Solid Fire Rated Conventional (IDC) Circuit Feed C 2 14 AWG Solid Fire Rated Audible (NAC) Circuit Feed D 1 pair 16 AWG Twisted Shielded Fire Rated Data (SLC) Circuit E 2 14 AWG solid Fire Rated HVAC'Interface F 2 14 AWG Solid Fire Rated Damper Interface G 2 16 AWG Solid Fire Rated Aux Equipment Interface H 2 16 AWG Stranded Fire Rated Remote Indicator Circuit M 2 14 AWG Solid Fire Rated Door Holder Circuit N I pair 16 AWG Twisted Shielded Fire Rated Network Circuit P 2 14 AWG Solid Fire Rated Aux Power Circuit Feed R 2 14 AWG Solid -Fire Rated Resettable Aux Power Circuit Feed S 2 14 AWG Solid Fire Rated Strobe (NAC) Circuit Feed T 2 pair 24 AWG Telephone Cable Telco Circuit . V 1 pair 14 AWG Twisted Shielded Fire Rated Speaker (NAC) Circuit Feed W 4 16 AWG Stranded Fire Rated Remote Test Station Circuit CMX-2 c Symbols Legend Symbol OTY Description Mounting Manufacturer Part # CALCULATIONS Existing Intelligent Fire Alarm System Control Panel CAB -C3 Enclosure at 72" to Top Notifier AFP -1010 FACP 1 - Existing i - New Audible Power Supply Surface Notifier FCPS-24 FOPS IA 1 - Existing 5 - New Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SDX-751 2 - Existing Manual Pull Station 1 Gang at 48" to Center Notifier BGX-101L 2 - Existing Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M 1 - Existing 1 - New Intelligent Relay Module 4 Square Deep Notifier CMX-2 c 1 - Existing Remote Relay Surface Notifier MR -101C R 4 Magnetic Door Holder 1 Gang Mount for 80 lb Pull Force Notifier BY OTHERS X15 12 Horn with 15cd Strobe 1 Gang at 80" to Bottom Notifier P2415W t 5 6 Horn with 15cd Strobe 1 Gang at 80" to Bottom Notifier P2475W "'10 5 Horn with 15cd Strobe 1 Gang at 80" to Bottom Notifier P24110W 8 Strobe 15cd 1 Gang at 80" to Bottom Notifier S2415W L 15 ® 1 - Existing Sprinkler Waterflow Switch Supplied by Others ® 1 - Existing Sprinkler Tamper Switch Supplied by Others FCPS # 2 Battery Calculation Item 2 3 4 5 6 7 Oty 1 12 6 5 8 3'00 A fRE DEPARTMENT Please call; 575.4407 and give this gob 'ndd exact address for shut- CtiAvn or gyres#oration ,approval, Part FCPS-24 P2415W P2475W P24110W S2415W # Description Remote Power Supply Sync Horn Strobe 15cd Sync Horn Strobe 75cd Sync Horn Strobe 110cd Sync Strobe 16.cd Standby Current Total Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied Batteries Provi-ded = 7AH ACCE i'TED O Without Comments As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bure-u. Date: 2/A/9 y By: Total Standby Alarm Standby 0.032000 0.032000 0.032000 0.000000 0.080000 0.000000 0.000000 0.164000 0.000000 0.000000 0.188000 0.000000 0.000000 0.059000 0.000000 0.000000 0.000000 0.032000 X 24 3.388000 Total Alarm 0.032000 0.960000 0.984000 0.940000 0.472000 0.000000. 0.000000 0.768000 X .083 = 0.281204 1.049204 0.314761 1.363965 FS DRAWING LIST NUMBER DESCRIPTION FA -0 NOTES, RISER, CALCULATIONS FA -1 FIRST FLOOR V) O roi W e: REV. BY: DESCRIPTION DATE 10 Wa. 98036 STREET S.W. UD N r, rn t0 MPROVEMENT IC O J LL Cr) CC LL CC) VIEW BUILDING 1-i LL EHU CL W W -J Q ~ z I- W m0 _ f ‘LE: AS NOTED 1 DRAWN BY: JWS DESIGNED BY: JMC ATE: 06/18/99 SHEET FA -0 76 w_ -fir" L 2 1,6 COL. MGR -1 131 COL. MGR -2 15 A' COL. MGR -3 130 CONF. 1i DECK A 132 STOR. 133 ELECT. 134 A TS 128.2 y OPEN OFFICE 15 lA 7 IA 1 LUNCHROOM I34 S.F. 136 S TOR. 135 11 1B TO FCPS #1 CABLE RM. 127 S TOR. 136.1 CONF. 103 30 RECEPTION 102 104 STOR. 139 H.R. 106 LL D108 H.R. MGR. 107 iQ M w M LEGAL STORAGE 119 S�- 5 1B: CDATS 128.1 15 18 S l CONF. 125 5 LEGAL OPEN OFFICE 124 FLOOR PLAN SCALE: 1/8"=1'-0" TO FCPS #1 TRAINING 123 5 LEGAL 116 IS -1 115 S MAIL 1C15 IS -2 114 ME SALES SUPPORT ADMIN. C.S.-2 OPEN OFFICE 109 IS 3&4 113 SALES ADMIN. MGR. 110 COMPLIANCE 111 V.P. 112 DECK REV. BY: DESCRIPTION DATE lO z ro 1 0 U a Wa. 98036 'a 0 0 3 C C M m 5 N STREET S.W. LIE 0 O N O O 1 c0 N I n 0 t0 MPROVEMENT H Z Z W H W 0 z J J H Z W Z H Z 0 0 FIRST FLOOR PACIFIC VIEW BUILDING B CC w —J H I Lt./ L LI (CALE: AS NOTED DRAWN BY: JWS DESIGNED BY: JMC SATE: 06/18/99 SHEET FA -0 \Dwg\4576\PACVUGD,dwg s GENERAL LEGEND EXISTING PIPING *-x-x-x-x-x-* EXISTING PIPING TO BE REMOVED NEW PIPING O EXISTING RISER • NEW PREACTION SYSTEM • EXISTING 1" OUTLET OO' d' erg EXISTING SPRINKLER TO REMAIN ©R-05- s� EXISTING SPRINKLER RELOCATED e O NEW SPRINKLER PIPE HANGER --+�GROOVED COUPLING -iF- RIGID COUPLING -� CAP -t PLUG g CENTERLINE Q HYDRAULIC REFERENCE POINT EARTHQUAKE BRACING BOD BOB BOJ FOS FOW FOC AFF CH R.C. Off' 4 F E/C C/C C/E G/G T/G T/F ATR CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT' FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO G/T) THREADrF1r (ALSO F/T) ALL -THREAD ROD GENERAL NOTES i NEW 6' DIP 6' DIP FH B FH 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 PIPE SIZING PER N.F.P.A. #13 PARA 3-6 ORDINARY HAZARD 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15GPM OVER 1950 SQFT. (DRY SYSTEM .15GPM OVER 1500 SQFT. (WET STSTEM) 10 ORDINARY HAZARD OCCUPANCY - 400 MAXIMUM S.F./SPRINKLER 11 1" - PIPING TO BE SCHED, 40 1 1/4 AND ABOVE TO BE THINWALL 12 WATER SUPPLY INFORMATION STATIC = 160 PSI RESIDUAL = 112 PS1 GPM = 1800 LA\ 1" = 40' L. Tib A Tio ro 0 ACCEPTED Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval, Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: [ % By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Cr and exact address for shut down or restoration approval. �w� c FLE NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: z 0 U) H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: SITE PLAN MAY 12 i929 SHEET: )-o /475 '9u�iC 1,iiG- J0/27 -c&— 5 73 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. IN SP 51`-'7" 50'-o" 3.i 3o'-a,f 21&'-2" 35`-a" SOLO" C SI'- " P-2 PAS KI\C SPI\ <LES 1 /8" = 1' 0" SYM CNT i METAL • TEMP K NPT ORIF MFG. 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DN= -3 �_ 2 _0 - 2(0 - DN-> DN-> _ 20 0 DN-+ 20 _0 r -a›—,/ D D -> 2a -o DN-> 2a DN-+ _ -o 20 0 DNS 20-0 „s- DN-> *14,6- 1 4' _ �_ + _I._ ._L _..L.. _ _..L.. .... _ _j.. ._ -__ .. ._j__, 1 N� •TIGHT TO BE/ I 2 / / O O 8-1 2r-0 DN--> ' �� 20-0 2 0 DN -4 DN-> / N-0 DN-> / 20-0 20-0 DN-> DN-> 20-0 DN-> 20-0 DN-> 20-0 DN-> 0 / 20-0 wii DN- ,t 4 ECTORS `i 0-- '- ° ' ` °° TEST i 4- _ - ° SI I ` I ' A -11 :XiIi1±iLi1 "--___:__\ -1-- , I-- ----- ----- I CI t i / D 0 REMOTE AREA, SYSTEM #1 FLOWING GPM OVER 1950 SQ.FT. / \ 1 `. .15 SYSTEM DEMAND @ BOR IS 367.9 GPM 118.2 PSI P-2 PAS KI\C SPI\ <LES 1 /8" = 1' 0" SYM CNT NAME METAL • TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. © 44 UPRIGHT BRASS 165 14.5 3/4" .70 CENTRAL A Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL#• ESCUT CONN. ® 2 DRY PEND. CHROME 165 5.60 1/2" 1/2 CENTRAL A RECESSED Thread B: AM 9 M 9 NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: N z 0 I- 0 W 0 Cti I] co H.V.A.C., PIPING, PLUMBING ENERGY _MANAGEMENT 8c FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: RAG CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: P-2 Parkin g SHEET: ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. C9� i f i 2l8'-2" 3I' -I" 30'-0" 30'-O" 33'-0" ( 30'-0" s 30'-0" I 31'-1" . i l i i 1 t I I ! 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MODELS ESCUT CONN. • 0 79 UPRIGHT BRASS 165 14.5 P/4" .70 CENTRAL ESLO Thread 4` UP TO KT CSP 4' TO WET SYSTEM RISERS I C(b(G° it, j 4 - 2 1 /2" . 0.- TO P-2 DRY SYSTEM c �_ 6'-6 t/2' TO P-1 DRY SYSTEM sW ; -11 Rte -#''5"10.- C9—TO FDC 1..4 I1�NL_=1 J 46 2 1/2" TO P-1 DRY PIPING ! i, .-,= - 7 G .., ;tha' ,,' I -AN. �i!;�- i" 3 -0' 3'-0' 1.-0.1.-0" 1'-6' e -17 c?/2,e5- h ' - . ., aZ ' T f 1! I iII,ik ao I N A SPI\<L__- i VE .00V 1/4- 1'-0" 0 0 R F AN 6 RAG V , = ff SECTIO\ AA 1/4- = 1,-O„ I/ "- I I0 I I PIV 8 AT 8" TE NG NOT ISSUED FOR CONSTRUCTION F- 0 w 0 CC 0 03 0 Z4-111.: 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC-KI—N-372N0 (206) 762-3311 DRAWN BY: RAG/HH CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: P— I PARKING SHEET: 3 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. /10 HEX NUT & FLAT WASHER 1 -.ALL THREAD ROD PIPE RING NUT & WASHER HANGER #01 CONCRETE ANCHOR N -ALL THREAD ROD -PIPE RING DRILLED CONC. ANCHOR HANGER #02 RETAINER STRAP C—CLAMP WITH LOCKNUT ALL THREAD ROD PIPE RING C—CLAMP HANGER W./RETAINER STRAP HANGER #03 1 9'-6" 8'-1" ToSI 1 S' / REMOTE AREA: .15/1500SQ T. 471.4 GPM REQUIRED AT 9 .5PSI 11'-2 1/2" If " nom min CT BR C. BE. OF D NCHLUNF OW BOTTOM CK=1'-8 1/2 112 1 -1012 in MAIN ELOW RITTOM Oi : 2 f/" NE TTOM 1/2 BRAN eE.. BELO' OF DEC HLINE BOTTOM =1'-8 1/2" 7-10 ' `" 1 —1012 Mir Aoreen2,-41- MAIN 1 s $ 12 1/2" c C 10 c0 I T•r) 01 I C 0) 112 67-11 112 1 —1012 112 17-1012 BRA CHLINE t BEL. BOTTOM OF DE = 10 1 2' RANCH ELOW DECK= INE OTTOM 0 1/2" X 0-2 1/2 7-101, - 17-1012 1 -1012 14-612 15-1112 6-5 111110,11111 t BEL BOTTO1 OF BEA = 4 1/2 ' BRANCHLINE t. BELOW BOTTOM OF DECK=1'-8 1/2" NCHLt E OW BO • OM CK=1'18 1/2" 18'--6" ( BRANCHLINE t. BELOW BOTTOM OF DECK=1'-8 1/2" NCHLt E OW BO • OM CK=1'18 1/2" 18'--6" ( CNT NAME � \VN7 JZN V\VL 4TH FLOOR 16" BJ 3'-9" ON CENTER ( "ICAC) ORIF 16" BJ 3'-9" ON CENT; MODEL# ESCUT CONN. 81 UPRIGHT BRASS 3RD FLOOR 5" SLAB ON 3/4" METATL 26" BJ 3'-9" ON CENTER (TYPICAL) (TYPICAL) — DECKING Thread SYM CNT NAME 2ND FLOOR TEMP K NPT ORIF MFG. MODEL# ESCUT 1ST FLOOR 0 10 PENDENT 8" HOLLOW CORE DECK 165 14.5 3/4" .64 CENTRAL ESLO P-1 LEVEL Thread 8" HOLLOW CORE DECK P-2 LEVEL BUILDING SECTION 1/8" = 1'-0" TYPICAL) SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 81 UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 10 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO RECESSED Thread FIST FLOO 10'-1" BFV TEST & DRAIN 4" CSP UP & DOWN TS WFS 5_5./ FLOOR CONTROL VALVE DETAIL #1 v4'= 1'—O' COR AN /5 II = IO II NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: z 0 (n O_ 1- 0 LLJ 0 CI I 0) 03 .5 rL H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT 8c FIRE ""PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RE DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: 1ST FLOOR SHEET: ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. (A) (i) REMOTE AREA: ,15 GPM/1500SQFT. 475.8 GPM REQUIRED AT 89,2 PSI 11'-2 1/2" J I u 16-212' 180 7-101, 1-80 112 1J-1012 — BOJ=4' J=10 1/2" -1-6-212 17-1012 112 17-1012 C— B.:= 1. 1/2" —BaD=201 rwascra ■ SYM CNT NAME METAL 112 `� 0 10 ORIF MFG. MODEL# ESCUT CONN. QQ 81 UPRIGHT C— B.:= 1. 1/2" —BaD=201 rwascra ■ SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QQ 81 UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL] ESCUT CONN. 00 10 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO RECESSED Thread TOTAL 91 2\3 FLOO SPI\ CLEFS 1 11'-2 1/2" 1Q'-1" f 4" CSP UP & DN (TYP.) B%TS —OWFS TEST & DRAIN -- 2 1/0- t--89, FLOOR /2" - FLOOR CONTROL VALVE DETAIL #1 1/4".= 1'-D" F I/"-= L O II NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: z 0 0 w 0 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: 2ND FLOOR SHEET: ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. C 8 SYM CNT REMOTE AREA: .15GPM/1500 SQFT. 651.7GPM REQUIRED AT 136.1 PSIri METAL TEMP K NPT � y MODEL# ESCUT CONN. QQ 70 UPRIGHT ff 165 5.60. 3/4" .70 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QQ 8 UPRIGHT BRASS 165 5.60 T x V" 1imi .70 CENTRAL ESLO Thread SYM CNT NAME METAL ...'vx 'T' .,.. ... -__�.v-CS'.' .a._...P:.x_.... '.3._Y,..t NPT ORIF 1 MODEL# ESCUT CONN. ® 15 PENDENT CHROME 165 5.60 3/4" .70 °.f1Kvi'Sw`T'Y/rc..—i-•—..R..._i.......YWy'Y,y...........r.+-......._ ....i..fiSJ Ian.,,,za.;srrm.r.R ESLO U Thread Ola i '-- ,wx.>✓r-:u.;:;,r•s::.y.;sav:.err.,acx,;aaa.,r: v:r..:x=-,:>;:,-wigs,Hca,.:s,a.-',.q,.,_a:.znz-_a..{p.._snr.:+r:zan:^r+sz.,.z-zmrern I. ' i! 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F_ / N, / e 1 r ® LA C1 I-11 �� i,¢ v = L 2 11 2 y y a - �� I_ 2. 1 2 1 2 r 2-912 r 67-0J L` N f 41 i 1 '121 13-6 11-10" 2 1, 11 4 112 11 11 2 12 1 1 2 N N / 2/ ti 1. . 612 10 1 1 2 4 1 2 tc--7 1 1 2 �, 0 / 12 0r 1r @/ f© s , 16-212 17-012 - /@ 17-1 12 7-101 17-1012 ® r 17-1012 _312 ID512G 14 7 1 101 2 16-5 15-0 1 111212 _ —BON lip ' N �-- N pry 1 2 1 `2 11 11 2t. 1 2 11 2 s— iiiiii , 2, ,' O 1 21 ^ 11-2 1 2 ` 1 1- \• 1 • 2 0 OPEN TO ABOVE NO A.S. 11-8 5- .� 17-111 v 7-101, 1 -1012 1 1012 -312 • !, 14- 1 2 2 1 10 2 -1012 16-5 15 0 46 8 1112 _ ' / __ I 1 X 0-2 1 2" • TUB UP (T P.) 11 — _ 8 m al. - ❑ Ri m ■ ❑ 11 Ii it it N (t. --,i) („) (-•) 6;) ,� f 7 oi, II 7 �} OPEN TO ABOVE NO A.S. OPEN TO ABOVE NO A.S. — — 112 11 I 1'2 112 ^ 2 / 11, 1 2 I 11-2 i v 114 c 16-0' 2 v 15- • 12 �; f 1 --0 , f 16-3 14-1 _ _„ 16-3 f 15-0 f 13—q12 16-0 D ‹ 0 6, _ . (.,,) cf...:.9 O 1.0 O c. --B J = pp 5____ON 5_ ON - O - ; ❑ Mme,:_ .._...__.. -N ..-------., . __—tet—.. —_:: ___ _<__.-.____- _ I _ . _ _ —_ ___ _�— _ — — SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QQ 70 UPRIGHT BRASS 165 5.60. 3/4" .70 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QQ 8 UPRIGHT BRASS 165 5.60 3/4" .70 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. ® 15 PENDENT CHROME 165 5.60 3/4" .70 CENTRAL ESLO RECESSED Thread TOTAL FLOO SPI\ �LE�S 4" CSP UP & DOWN TEST & DRAIN 10,_1" BFV TS WFS FLOOR CONTROL VALVE DETAIL #1 1/4"= 1'—o" OCR F,AN 0 -v- Iii 20' NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO U 0 J a_ U) z 0 W 0 0 11 a) c.) ac L.= ,..... ; „, F DO cidz i c "C3 @ DO LLD CC9 Cry A P H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE.. PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 ##MC—KI—N-372N0 (206) 762-3311 DRAWN BY: RAG/HEH CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: 3rd f I oor SHEET: 11-6-D" ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 8' " REMOTE AREA .15 GPM / 1500 SOFT. 79.9GP REQUIRED AT 90.3PSI 11'-1 1/2" Em b 1/2 I'.12 - 8 17-x_ r , 11 2 17-1012 112 17-1012 112 17-1012 1'1 2.._. 6212 112 17-1012 112 17-1012 T�S(13' — 0 a rn 17-1012 v 17-10 SEE DET.#1 BEL 6-21-2 112 17-101i 17-1012 '" 17-10 112 17-1012 17-1012 spa'-8'I ToS11,5'—Sj nos 11 r 00 Ra— I Ina § MEM SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL#/ ESCUT CONN. Qo 73 UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL#/ ESCUT CONN. 0 10 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO RECESSED Thread 4TH FLOOR SPRINKLRES 23'-10 1/2" I 11'-1 1/2" FLOOR CONTROL VALVE DETAIL #1 1/4"= 1'-0" OOR 1 / 8 " 1 NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: z O ugt i1 4) co C o O95 at=1 003.5ig H.V.A.C., PIPING, PLUMBING ENERGY- MANAGEMENT 8e FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372ND (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4576 TITLE: 4TH FLOOR SHEET: -7 0002 Le :fie :IT tie ue11 TJA Symbols Legend Symbol QTY Description Mounting Manufacturer Part # 24 1 Audible Power Supply Surface Notifier FCPS-24 APS 2 La 3 Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SDX-751 1 Intelligent Relay Module 4 Square Deep Notifier CMX-2 C 2 Horn Strobe Sync Module 4 11/16 Back Box with Extension Ring Notifier MDL SM Ell 15 1 Horn with 15cd Strobe 1 Gang at 80" to Bottom Notifier P2415W DI 9 Horn with 30cd Strobe 1 Gang at 80" to Bottom Notifier P2430W Ell 1 Horn with 75cd Strobe 1 Gang at 80" to Bottom Notifier P2475W Eg44 2 Horn with 110cd Strobe 1 Gang at 80" to Bottom Notifier P24110W 4 Strobe 15cd 1 Gang at 80" to Bottom Notifier S2415W 15 1 Sabey TI FCPS-24 Level 4 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 8 1 15 9 1 2 4 2 FCPS- 24 P2415W P2430W P2475W P24110W S2415W DSM -24 Remote Power Supply Sync Horn Strobe 15cd Sync Horn Strobe 30cd Sync Horn Strobe 75cd Sync Horn Strobe 110cd Sync Strobe 15cd Dual Sync Module Standby Current Total Hours = Alarm Current Total Minutes Total 30% Battery Depletion Total All Rated Batteries Needed Total All Rated Batteries Supplied 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.074000 0.102000 0.169000 0.193000 0.050000 0.038000 0.032000 X 24 (Hours) 2.891000 X .083 (5 Mins) 0.032000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.032000 0.032000 1.110000 0.918000 0.169000 0.386000 0.200000 0.076000 0.000000 2.891000 0.768000 0.239953 1.007953 0.302386 1.310339 4.5 Existing MAIN FACP IGCP Bid. B Battery Calculations Item Qty Part # Description Standby Alarm Total Standby Total Alarm 1 1 AFP -400 2 15 MMX -1 3 12 CMX-2 4 17 SDX-751 5 4 DHX-502 6 9 SDX-551 7 4 RTS451 8 12 BGX-101L 9 3 P241575W 10 2 P2475W 11 3 S241575W 12 1 WM3T-24-FR 13 1 MB -G10 -24-R 14 1 CMX-2 15 3 SDX-751 16 Fire Alarm Control Panel Monitor Module Control Module Intelligent Photoelectric Smoke Detector Ip Duct Detector Housing (SDX-551) Intelligent Photoelectric Smoke Detector Remote Test Station Manual Pull Station Horn / Strobe, 24VDC, 15/75c Horn / Strobe, 24VDC, 75c Strobe, 24VDC, 15/75c Weather Proof Strobe (ADA) 10" Motor Bell Sabey Tennant Improvement Control Module Intelligent Photoelectric Smoke Detector 1p Standby Current Total = Alarm Current Total = Total 30% Battery Depletion Total AH Rated Batteries Needed Batteries Provided 0.170000 0.000200 0.000300 0.000290 0.000200 0.000200 0.000000 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000300 0.000290 0.420000 0.000200 0.000300 0.000290 0.000200 0.000200 0.007000 0.000300 0.091000 0.148000 0.066000 0.088000 0.030000 0.000300 0.000290 0.188900 X 24 (Hours) 1.351900 X .083 (5 Mins) 0.170000 0.003000 0.003600 0.004930 0.000800 0.001800 0.000000 0.003600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000300 0.000870 0.000000 0.188900 0.420000 0.003000 0.003600 0.004930 0.000800 0.001800 0.028000 0.003600 0.273000 0.296000 0.198000 0.088000 0.030000 0.000000 0.000000 0.000000 0.000300 0.000870 0.000000 1.351900 4.533600 0.112208 4.645808 1.393742 6.039550 17 NAC Circuit Load & Voltage Drop Calculation APS -2 FCPS-24 Level 4 Candella Amps Description Circuit Number 21 22 23 24 Notifier Horn Strobes P2415 P2430 P2475 P24110 WP Horn Strobe P241575K 15 0.074 30 0.102 75 0.169 110 0.193 15-75 0.080 10 4 1 2 4 3 1 1 1 Notifier Strobes S2415 S2430 S2475 S24110 WP Strobe S241575K 15 0.050 30 0.078 75 0.145 110 0.169 15-75 0.056 1 3 Misc APS Activation A77 -716B EOL Relay MDL sync mod DSM sync mod WP Bell 0.030 0.015 0.017 0.030 0.030 1 1 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft)(12awg) EOL Voltage (14awg) EOL Voltage (12awg) 14 12 7 0 1.187 0.871 0.759 0.000 290 150 171 0 0 0 0 0 22.19 23.31 23.32 24.00 24.00 24.00 24.00 24.00 GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 1..3 . REQUIRES THAT , NO SMOKE_ DETECTORS _ARE TO BE INSTALLED UNTIL AFTER _ FI. N UP R;.. DETECTORS----THAT-HAVE-BEEN-TINSTALLED.: PF IO i , TO CLEAN UP NUS ED OR REPLACED -AOCORE ING TO _CHAPTER .Z_ AND_�WILL BE INVOICED ON__A T M BASIS-: 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11, ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED.PROVIDING. SPLICE. IS. PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACK8OX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. A DEVICE DESIGNATION LEGEND EXAMPLE: EXAMPLE EXAMPLE NOTIFICATION APPLIANCE. CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY ( APS -4 ) N-12 <---CIRCUIT #2 ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 TYPE (MODULE) MODULE ADDRESS 1 ADDRESSABLE INITIATING'.; DEVICES: LOOP NUMBER 1,! TYPE (DETECTOR)';, DETECTOR ADDRESS 1 v y L 1� D1011 Wire Legend Symbol Description Type of Circuit C 2 14 AWG Solid Fire Rated Audible (NAC) Circuit D 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit Sheet Schedule Sheet Number Description FA -0 Symbols Legend, Wire Legend, Loads, Batt Calc's FA -1 Fourth Floor Plan - IGCP Building B FA -2 Connection Details ACCEPTED Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations or adopted standards and ordinances. The responsibility ii::y for the adequacy of design rests totally with the deeioner. Additions, deletions or revisions to these c'r 2t° ings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: l Z(o 6b By: TUKWILA FIRE DEPARTIat Please call: 575.4437, and give this job No. _5C2 - and exact address for shut= down or restoration approval. 7 FILE JAN 2 6 LUuU V1 a 0 cn Leis m cc DESCRIPTION F 0 a FAX (425) 697-2155 TEL (425) 697-2116 WASHINGTON J F- 12201 PACIFIC HWY SOUTH C SCALE: AS NOTED 1 PROJECT NUMBER: 728 DRAWN BY: JAN/DSJ DESIGNED BY: JMC DATE: 1/20/00 J i SHEET 1 FA -0 OOOZ tiZ :frfr :OT tiZ Uer TMJ V () FUT T L==1 FUT FUT 7 I I L 75 R RELOCATE c I' ARCHITECTURE 75 XX L_ XX L ---JI A6 A5 A4 A3 446 N=21 F=3 L • 7.5 PROP. MGMT. 444 I I I I I I I I J L 100 N-22 30 PROP. MGMT. 38 C CAA N-21 I 15 CONF. N-21 ®115 F408 101® N-21 • los ARCH. 447 N-'22 r---- 1D15 1PLOT/LIB. --S 4 1D16 ' 443 I 6a 1M27 1 LOUNGE LUNCH RM. 441 I (4 / COPY 442 F:: • ch I. S. 434 75 WAR RMI I N-22 432 COFF. VEND. �n A2 PM -3 PM -2 Al FUTURE CONSTRUCTION i HOTEL 451 PM -1 SHELVES CONST. 449 SHEET NOTE: HOTEL El E2 C FUTURE HOTEL N-21 N-21 D 1D12 LO3BY F4L ACCOUNTING FUT. 431 C 100 N-22 I,' N-23 428 ACCOL NTING 42 C P ILL 427 S C COMP. /TEL 422 151L o -C 1 406 EXEC. ASST. 407 N-21 1 C 1M87 HALL 401 15 HALL 1M28 REMOVE ALL EXISTING 100 CANDELA CEILING STROBES Flag Notes 1 Referance Connection Details for Connections in this Area. 2 Route Cable to APS -2 I= C.0.0. 409 C.E.O. 411 FOURTH FLOOR MLA 0 SCALE: 1 /8" = 100 BOA 15 N-21 D RM. 4 2 1D17 2--5 El 0 1D18 41 23 INil 31 1M32 LEASE COORD, 413 N-21 ( 414 cI AI N-21 c C.F.Q. NEN 415 ----n----- N-23 I 1 L J C 100 CONTROLLER 426 N-23 ACCp?UNTIN(� 4t5 ( i � I LJ LZ I �-O T 1 I I LJ ---F-- N-23 10 I N-23 LEASE HOTEL cam- C L' 8 HOTEL 419 PAYROLL 424 M.F.A. CC GOV'T REL. 421 416 NOTE: ALL EXISTING DEVICES SHOWN IN GRAYSCALE DESCRIPTION beM O N VC 0 I i 0) 00001 0.%0 O C C J�. M 0 'I 0 N N W E N 1J t O bg::O tk6qpN O TEL (425) 697-2116 a J a 9 WASHINGTON CD 00 3 W H m � 'te % U Q a_ O Cu CU E CCLU CC I.1_. SCALE: AS NOTED PROJECT NUMBER: 728 DRAWN DESIGNED BY: BY: JAN/DSJ JMC DATE: 1/20/00 SHEET FA -1 G:\Cadd Files\# 728 Sabey TI\FA-2.dwg 000 Oti : :TT tiZ uef C STROBE HORN HORN STROBE (WP) WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) N {.. U p �jQ W 7 W 0 N N DSM J � z86 z o z g z N N Vl 0 0 s WP - WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) s sn {�. •- N U O 50 O 55 O O N N DSM J N Z aa= Wz Z 2Z O U O- O- N 2 evl, vv ®vv- ®vvITq 0 0 QD 00 I- >- Ljct m m ❑ ❑ AC NEUTRAL OUTPUT 1 (OUT -) (4w RETURN +) (4w RETURN -) F- i- 0 I- O n + I + I- S O O O 0 OUTPUT 2 OUTPUT 3 (4w RETURN +) (4w RETURN -) M M I- I- D 0 D- Q_ D D O O OUTPUT 4 3.0 A MAX. PER CIRCUIT 6.0 A TOTAL OUTPUT POWER LIMITED AND SUPERVISED D31 CONTROL INPUT #1 FROM FACP (IN +) @-- CONTROL INPUT #1 FROM FACP (IN -) ©-- CONTROL INPUT #1 (THROUGH +) U1 --I CONTROL INPUT #1 (THROUGH -) a m < TROUBLE N.C. Li M = - w J J J J m0 -I W m co m CO w0 CC CC CL CC CONTROL INPUT #2 FROM FACP (IN/OUT -) D I- N AUXILLARY OUTPUT (+ 24 VDC) (10 mA MAX) J - CY F- D - :D F - o �¢ I- I- I-- I- I- COMMON .6) < m 0 0 0 0 0000000 WP = WEATHER-PROOF NOTE: *MIN 2" SPACING BETWEEN ALL BACK BOXES *MOUNT CMX-2 IN SBB BACK BOX *MOUNT DSM IN 4-11/16" BACK BOX WITH EXTENTION RING prf-c CONTROL INPUT #2 FROM FACP (IN/OUT +) t' SHIELD DRAIN TO NEXT DEVICE OR EOL D (+) BATTERY BATTERY TYPICAL FCPS (-1-4' NOT TO SCALE NOTE: USE ONLY 1 OF 2 KNOCKOUTS IN CABINET BOTTOM 11 11, 41, 11 I. i o - CMX-2 9 6 47K EOL RESISTOR RELAY BLACK RED FROM FACP SHIELD - DRAIN TO NEXT DEVICE C 9 8 COM 6 4 N0 NC 5 ' I D CAUTION: DISCONNECT TAPS FOR RELAY OPERATION. 4 TYPICAL CV1X— FORM C RELAY NOT TO SCALE SMOKE DETECTOR SDX-751 CPX-751 LPX -751 HEAT DETECTOR FDX -551R SHIELD DRAIN SHIELD DRAIN B710LP SHIELD DRAIN 6 TYPICAL SMOKE DETECTOR/HEAT DETECTOR CONNECTION NOT TO SCALE FROM FACP C I STROBE HORN HORN STROBE (WP) C 1 C 1 s WP = WEATHER-PROOF TO NEXT DEVICE OR EOL TYPICAL STROBE AND HORN/STROBE CONNECTION TO NAC CIRCUIT NOT TO SCALE REV. BY: DESCRIPTION DATE O z 0 4100 200th Street S.W., Suite 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL (425) 697-2116 WASHINGTON 12201 PACIFIC HWY SOUTH uJ Cr LL I SCALE: AS NOTED PROJECT NUMBER: 728 DRAWN DESIGNED BY: BY: JAN/DSJ JMC DATE: 1/20/00 SHEET FA -2 174847 8 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 00 - 15-s and exact address for shut down or restoration approval. -t C OFFtr,Z- __ ,2 1 IVO CNdM - r1 —r- R�>rOca 1 ca 5T 2- tfI_ _ - - _ _ _ 4 f M 41 �><�s r 2' gL Xw�T 4µAfT. lST W4tA_- 4 - IC' M t,jtwi UM e itt4 NtAcS E ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, deletions or revisions to these drawings after tnis date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burea % Date cl i t - 0 0 By - . 1A`t — - „,-E)45TAJ(_C.kIVN(l_ i d F/' r T rA- rL-A FLAIJ 1'-a PO rL TH —� ti N P F,E.Q.McT? Vie -wirer' M4P -Ale 5 tattL- /J0214 ••••{1. Ii APR 2 0 2000 'CoPG- cF IL'or v. QRt;aC41' . 45P ADD 2 55P• 1 -IC -AOS M4Tc/4 GX,sTi�"T� RZEUAa FLFP. gEe /sEi) C, UiC . RE5Pa.t5E E)<TE"t?+:A r`.avEr E. D E/ -1511«I6 I -16A175 Ar`Zo',cz.o' CALC�D 4c2 sir -roc, 2 14 t; x/ N uns To Gs SUPPc. 1 E1) fXoM 2, 6 N 1-LIAJ vim/ 2,4.1- M Ea/A- me/I(, ?6.6 5. CONTRACT NAME OST OFF' GC fZEMe.)9 1 U.I Iirec... tA1-1Ci 4L PJLVD- 1-P? Fc.vol TU v_ wI t_,4 t i /,4 . CONTRACT WITH God T2 O T 1 tl 12 ZO 1 I ortg..IJA1 GAEL 4.00 TU lLwt LA ? WA. HANQER LEQENC) SPRINKLER HEADS REVISIONS QENERAL NOTES A -U• HOOK L -L" ROD SYMBOL TYPE MFG MODEL SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION B COACH SCREW ROD M MACHINE THREADED ROD 0 �5P P-5 Lat fLE P1 FIZ 3/q, 1.5° £ta2OM6-- Ci•IRa' 2 A C •C. CLAMP N TOGGLE NUT SSP°AM COVERAct E A D TOP BEAM CLAMP P POWDER DRIVEN STUD A E EYE ROD R WEDGE ANCHOR A F FLUSH SHELL T APPROVALS REQUIRED G CEIUNG FLANGE U 'TO KWILA > -t2 H SIDE BEAM BRACKET W ,0036-1/ 5 f 2 J •d' BOLT X FSK/ K SHORT CLIP Y TOTAL THIS SHEET Z 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED tN ACCORDANCE WITH NFPA PAMPHLET NO 13 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 I 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE Fire Systems west 2,19 Faoti ;A-c:e. 1Z.(An No27 , scirrs, a rAciFtt✓,WA• 95o47 04: L53-6-43-1:42 Fac: 253-735-Du3 WA CL #FIRESWI 140B1 WA ECL #FIRESWI 055LW Q C FAB BY r%. 5,441114 / / 0 C INSTALL BY DESIGNER DATE JOB NO SHEET Q ea.° wN 4-- i-1- z oo 02 -It- 8077 171668 i ----•----�--•-- Du.r.ct to pa0.0,a . 0. has been exercised with respect jury or damage to property. It is recognized that hazards which mays resJtt in loss Stihl exist. BEAM CLAMP HANGER TYPE D NTS k PL4T 1 rL_ g r_ --4. t 1 I i 0 PES T o F -1 c -E r -r t F I 14 £x, 1�11r►�I l- AFF (J ( ex. WoMGTJ EX • Etter/. ) I ins CcauNTl1 CA 0 { t CCOL N11N EX. Lp f3 F3Y Ex, STA I ® T 1 -1---- 4 t 1 4 0 1 1 0 0 N4 Lvj O 0 LEGE PT1oN 0 0 O 2 S =co- SoF FIT 0 - 1=� FILE'S Sk Ex. ELE(-r r T fZ 0 4030(' Z' Z r 6 • 2 / 4— w /- • 1. 0 SF 0 vozter- v �^ {I 11 1 9- P�oA� Rc D M 0 1 FoU1-TI+ FLOc3 PL—,\N SGAt_E = I/ S" =1=0* DENoTI✓S ExIST 14c ESt _oof UPR; CaI-rr SPR4.II4L S oN 1" STUF3 -UPS . LL/ 6.0 N F. 1=ooM r/ ACCEPTED Without Comments 0 As Noted In Red Per The Attached Letter Q These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize viciatiom, of adopted standards and ordinances. The responsitiiity for the adequacy of design rests totally with the d - •igner. Additions, deletions or revisions to these d swinas after this date will void this acceptance and wiii require a resubmittal of revised drawings ior subsequent approval. Final acceptance is subject to flea test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-A 2_(1bo By: 5(b ti TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Ole s O( 7 and exact address for shut down or restoration approval. FILE TENANTIMPROVEMENT THIS PROJECT IS A _ TENANT IMPROVEMENT. - ;THIS' FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM- FIRESYSTEMS WEST IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL- CEILING - LIGHTING AND` HVAC - LAYOUT. ALL WORK WILL BE -DONE- WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING :SYSTEM, CONTRACT NAME: SASEY �FflE 17-2-01 I N T i`C-NATIONAL F3L‘/O. Su 1TE 400 TUI.WIL_A t+lJA . CONTRACT WITH: Sf\F3E`(�oNS i UC I ow 101 -I 1OTT AVE . W. -Su 1TE 40o 1=AT11.E TWA. `8119 (z(t)(0l 261-4zoo HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS CdEPERAL NOTES DESIGN CRITERIA AND NOTES A 'V HOOK ■ ■ L 'L' ROD 110 111 ■ IVAACCII1 1-101111 110 110 tHIJITT SPKR THRDS. SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PEND. TEE SIZE SPRINKLERS UP AND DOWN SYMBOL 0 TYPE SSP MFG IZELlAeLe MODEL F►FR. TEMP. ISS, FINISH cOr:LoME CANOPY REC. QUANTITY `'1(v MK DATE BY DESCRIPTION SYMBO 1011/ 11E014 LLAV.Maff E EYE ROD FLUSH SHELL R WEDGE ANCHOR 1/7 5/16 3/6 7/16 1/7 SPRAY cc 0011 • 1' CEIUNG FLANGE - SIDE BEAM BRACKET T u w 3/4' 1/2' 17/37 SPRAY 3/6 7/16 1/2' sDEWALL C,D0Y,' 'YIPPEE 3/4 1' 1/2' 1/2' 3f t' 1' 1/r TEMP RATING 411 A 1/7 1' 1/1" i155 -e- 200 ° zeP 286. 350 ° TOTAL THIS SHEET 949 APPROVALS REOUFED WSr~R /TuKw1t1- F. OwNI /ARC+}. FsVJ DISTRIBUTION II 11 TOTAL it. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - 5co1' E: fSW TO Atm SPR4NI _L_ER_s F3EL_0 ) MEW e.Elu N (,1S FRot'i EX 1" r SuPPt.YINuPr24ta#T4) FOR _ Flz.o-rEcTlont _ (11�ve uP1z1�►tr4 . 2,) sprilN Iu.E1Z. TD - < OVt UP TO . 4-oa s4. Fr. (0 11`11: 015iA14c,ir E�ETWEE�t sSPis =io' 3.) 14,20-1G, Pu_ to..e M-ovEFZ4 . - 4.) Atm CE1...I4(AS _ To FSE" �l-Ca"'° U a. i Fire S.ystems West 219 FRONTAGE ROAD N PACIFIC. WA 98047 (253) 833-1248 FAX (253) 735-0113 WA CL #FIRSWI 140B1 WA ECL #FIRESWI 055LW Oaf DESIGNER DATE GC. INSTALL BY: SHEET 00