Loading...
HomeMy WebLinkAboutPP - 12844 MILITARY RD S - CASCADE BEHAVIORAL HOSPITAL - PERMITS AND PLANS12844 MILITARY RD S 15-F-119 15-F-085 15-F-027 14-F-186 06-F-253 06-F-072 05-F-248 02-F-104 00-F-181 97-F-265 96-F-208 94-F-274 17-S-190 17-S-167 ASSOCIATED PERMITS 15-5-211 15-5-115 15-5-043 15-5-041 14-5-244 14-5-151 14-S-123 14-5-069 10-5-278 10-5-274 08-S-499 08-S-498 06-S-070 03-5-180 02-5-214 02-5-139 02-S-090 98-5-132 96-S-263 96-5-162 96-5-151 95-S-220 D15-0012 D14-0183 D14-0078 D10-277 M14-088 M10-157 443101744 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** I King Co. Assessor's Tax No.: 162-30,4 Lbd Site Address: l°71.-'14/ 2 � "1 gD^ 5 Suite Number: Floor: /✓of1kkw� d"Uesi-^rj Tenant Name: C �' S ea cPY 3 e,A4 v l O A � / r0 S 1 / I New Tenant? ❑ - Yes kNo J Property Owner's Name: S C /9 5 - boo e, Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: D 1 s K — c- r Day Telephone: (3 6) �-� 1 ' ' 1 ? �J oZ_ C � Company Name: O n ve r-) •'1 ) -�- 1 i7 0 4:71 r e 5 Mailing Address: `ISO SI, R.. /71 /- 5% -sem e- /°6)) Ree111 0 C1) 19- 9 �Os City State Zip E-mail Address: r 0 be F 5 k Q co^✓ee- r^ / • Cd ^"• Fax Number: Total number of new/relocated devices or sprinkler heads: 1 I o(.00 -4e Sloe lye '� 1 A-44--.3 1)4 ) .-e S Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): ./t/0 4'F1 �f' IA) e s + PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY,CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ` Date: 7"...•73— % L( Print Name: / t J ''1e s Day Telephone: C360) 78-,_ 77U Plan Permit App.doc 1/2/13 TFD FP Form 8 4tilsitt"44 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** ID 3JUL -2 2014 TUKWILA IE . 1 i► ' King Co. Assessor's Tax No.: 1623049001 Site Address: 12844 Military Road S, Tukwila WA 98168 Suite Number: Floor: 3rd West Tenant Name: Cascade Behavioral Hospital, 3rd Floor West New Tenant? ❑ - Yes ® - No Property Owner's Name: HCH Speciality Center Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Angie Voelpel / Keith Hillstrom Day Telephone: 253-857-2056 Company Name: Emerald Fire Mailing Address: 11021 Cramer Road KPN, Gig Harbor WA 98329 City State Zip Fax Number: E-mail Address: angiev@emeraldfirellc.com 253-857-2312 Total number of new/relocated devices or sprinkler heads: 98 Valuation of Project (contractor's bid price): $ 28,070.00 Scope of Work (please provide detailed information): Fire Sprinkler TI 3rd Floor West 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 AUTHORIZED AGENT: Signa L Print Name: Angie Voelpel Plan Permit App.doc Date: 6-17-14 Day Telephone: 253-857-2056 1/2/13 TFD FP Foran 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: !/ g 9y /'L! /1 /L a 'y WC,/ , Suite Number: Floor: Tenant Name: C (& 5 C 4 cQ-( B4211 d vi U New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: K8 j `-A /74' ./1 5 Day Telephone: a 5-3- 6.0 ‘' 4;2 / 7 Company Name: €P -a /d %, ✓'C Mailing Address: 002 / C /^(,t Pl` /Z J K 0,} 6, 9 e 3 City U Stat E-mail Address: Fax Number: S 2 ^ 81 Zip o1 / a. Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: / 7 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): R e /oG 6 T.( - /10/C.1 S./Or 1 `i A (arJ5 PERMIT APPLICATION NOTES Valve of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O NER OR AUTHORIZED AGENT: Signature: d 'gin Print Name: �j lc� ` 'Y E.- 'rte Day Telephone: 760 --7W ".Z /G C Date: 4/ - /5/ Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Suite Number: Floor: 1St Site Address: 12844 Military Rd S, Tukwila, WA Tenant Name: Cascade Behavioral Hospital Property Owner's Name: Cascade Behavioral Hospital New Tenant? 111- Yes ® - No Mailing Address: 12844 Military Rd S, Tukwila, WA CONTACT PERSON -if there are questions about the submittal. Name: Robert Fisk Day Telephone: 360-239-4292 Company Name: Convergint Technologies Mailing Address: 450 Shattuck Ave S, Renton, WA 98057 City State Zip E-mail Address: Robert.Fisk@convergint.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0992831 Total number of new/relocated devices or sprinkler heads: 38 Valuation of Project (contractor's bid price): $ 5995.00 Scope of Work (please provide detailed information): Remodel of 1st floor N wing, adding Chime/Strobes Duct Detectors, Smokes and Power supply City State Zip PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O\Y3Q UT •`' ZED AGENT: Signature: Date: 2-20-2015 Print Name: Robert Fisk Day Telephone: 360-2394292 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 12844 Military Rd S Suite Number: Floor: 1 North Tenant Name: Cascade Behavioral Health Property Owner's Name: Acadia Healthcare New Tenant? ❑ - Yes ❑ - No Mailing Address: 830 Crescent Centre Drive Franklin, TN 37067 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Melissa Fraser Day Telephone: 206-772-7502 Company Name: Northwest Fire Systems Mailing Address: 7815 S 180th St Kent, WA 98032 City State Zip E-mail Address: mfraser@nwfiresystems.com Fax Number: 206-772-7504 Valuation of Project (contractor's bid price): $ 16,820.00 Scope of Work (please provide detailed information): Replace existing dry sidewall sprinklers at entry with new quick response heads. Install new flex drops with institutional sprinklers in the four interview rooms and two public restrooms. Install new flex drops with concealed sprinklers in all other areas of the 1st floor north remodel area. PERMIT APPLICATION NOTES Provide sprinkler spacing for ordinary hazard occupancy per city of Tukwila requirements. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NE R A THORIZED AGENT: Signature:_ Date: 3/10/15 Print Name: Melissa Fraser Day Telephone: 206-772-7502 Plan Permit App.doc 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ^� L 4 King Co. Assessor's Tax No.: Site Address: 1 d" 0p �y /�i11‘4-0(‘-' / 1 TA (' y 'e�1 5 Suite Number: Floor: a_ TenantName: Ca 5c a cJe U ehG V ©r a ) “06101)-0_) G- I New Tenant? ❑ - Yes + - No Property Owner's Name: Mailing Address: /2 ? y4/ /4 / 11 /-4 r le) /Uk'w, )ck. 1A)/ 9E/6F City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Rob l�i s e Day Telephone: Company Name: Co Ave leci-) s MailingAddress: J 0 hA ti c k /7✓e 5, 5 J / O �e^ �o' / F0 S y 7 [, City State Zip E-mail Address: (O O r F,o/�Ve✓S 1 n CO Fax Number: Contractor's City of Tukwila Business License number: ✓B U 5 — (`'/ e g 3 ) Total number of new/relocated devices or sprinkler heads: ' / Valuation of Project (contractor's bid price): $ r -e), Scope of Work (please provide detailed information): Ale / A'Z .) A/1 n un c £ a I r I ,"e c. J 5,,o Ke je c_;kor 5 ±, 011 r, c A. f-l'o ;_,.al JFte PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: /i r� G M e 5 Plan Permit App.doc Day Telephone: 63 Date: 5 —// 775- a77o 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S QFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT*" King Co. Assessor's Tax No.: Site Address: 12844 Military Road S. Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Cascade Behavioral Health New Tenant? ❑ - Yes ® - No Property Owner's Name: Cascade Hospital Mailing Address: 12844 Military Road S. Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Robert Fisk Day Telephone: 360-239-4292 Company Name: Convergint Technologies Mailing Address: 450 Shattuck Ave S. Renton WA 98057 City State Zip E-mail Address: Robert.Fisk@Convergint.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0992831 Total number of new/relocated devices or sprinkler heads: 6 Valuation of Project (contractor's bid price): $ 5648.00 Scope of Work (please provide detailed information): Add Smoke Detectors and Control Relays for Elevator Recall on Elevator 4/5 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Robert Fisk GENT: Plan Permit App.doc Day Telephone: Date: 7-1-2015 3i0 - Z-31- Y29X 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 1623049001 Site Address: 12844 Military Rd S Suite Number: Floor: 2 Tenant Name: Cascade Behavioral Hospital Property Owner's Name: Cascade Behavioral Hospital New Tenant? - Yes Q - No Mailing Address: 12844 Military Rd S Tukwila, WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Melissa Fraser Day Telephone: 206-772-7502 Company Name: Northwest Fire Systems Mailing Address: 7815 S 180th St Kent, WA 98032 E-mail Address: mfraser@nwfiresystems.com City Fax Number: 206-772-M4 Zip Contractor's City of Tukwila Business License number: BUS -0993105 Total number of new/relocated devices or sprinkler heads: 394 Valuation of Project (contractor's bid price): $ 96,380.00 Scope of Work (please provide detailed information): Install new Tyco Raven institutional heads in all patient areas. Install new Tyco RFII concealed heads in non -patient areas. Install new upright heads throughout the entire work area. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT 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 O1W,NEIZ OR AUTHORIZED AGENT: Signature: Print Name: Melissa Fraser Plan Permit App.doc Date: 5/20/15 Day Telephone: 206-772-7502 8t22/14 TFD FP Form 8 SITE LOCATION Site Address: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATIO Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** n.11-- M 1 tee. R00,4 S. King Co. Assessor's Tax No.: 3b11 001 3 5oLuti L, - •SttitebeE Floor: 17 Tenant Name: C.-46WIL '»/h' .0. G YL ? New Tenant? ❑ - Yes No Property Owner's Name: A cAy a. Mailing Address: 61 Do Toi-oC l yl e, 51.0e. 1000 2 Frac kV r1 TN 3q°60+ - City 60+— City State Zip CONTACT PERSON -if there are questions about the submittal. Name: A-Aatk t 0 ' Rear/ Company Name: IVO' rYgoe hr SLj,k46 Mailing Address: a?,ipis 83a iktc satn, .D E-mail Address: Ore d n L E?lC-irvls ,CJ3rr City Day Telephone: 264)-na,' 50 dL. .Kent `i803z State Zi Fax Number: 2-btp�a Contractor's City of Tukwila NICET III number: 111-22-'41 Business License number: 1/1.5 ' v-1 g 310 Total number of new/relocated devices or sprinlder heads: Valuation of Project (contractor's bid price): $ '�40 2.- • Scope of Work (please provide detailed information): '6 L 5K 6PIff✓`mac-vi, w( vwJ i 1't-SNht-h`OAose. 311E-" pi pe_ 4 YVA i " 4-1-h 0.00 . «cls rtic d -UpS . AcG 3 n Q- (vrle�, to al A 5 vuc 404,1V-eJy -v✓ j'€4Aa. A.{- i wtp-rtNe/y✓i.e-vk. 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: Signatuf zzh. tawr+v4Lcel - re6LEo"-v. Date: 10 s v'6l1 Print Name: K %H4t C'RC,1r +r QbY hv(e$ `l re Day Telephone: ! 7 Z • �%o Plan Permit App.doc 8/22/14 TFD FP Form 8 6 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Cascade Behavioral Health Hospital 12844 Military Rd. S. Permit No.: 14-S-151 Date: July 22, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft_(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Highline Hospital CT scanner room 12844 Military Rd S Permit No.: 10-S-278 Date: December 28, 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 Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Cascade Behavioral Hospital 12844 Military Rd. S. Permit No.: 15-S-115 Date: July 14, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. • fl FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Cascade Behavioral Health 12844 Military Rd S Permit No.: 15-S-043 Date: March 17, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). r • r 0 if . • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Cascade Behavioral Hospital 12844 Military Rd. S Permit No.: 14-S-244 Date: October 30, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 21 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Highline Hospital Riverton Campus 12844 Military Rd. S. Permit No.: 08-S-498 Date: October 24, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Q • 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. INSPECTION NUMBER INSPECTION RECORD, Retain a copy with permit 1--7J5-1`)-1) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C5 C S 'a , cv ‘ c Gk.. Type of I spection: \-\...4..h..-{-a -' . ‘ vAc L Address: Suite #: Z_rb YV1,121 e4.. Con Peron: s W bt\C, Special Instructions: � ILS � Q Z(0 Phone No.: Zia° ^ 55(0— kik)-fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: D\\47" ��.`ow. \ ( c 1j2---\oe—y (b & v qi\\‘‘'` JA. 0 --1-A1) � ILS � Q Z(0 ci;l1 K ,1#--1L0 C�.N..Rzc C-„v,,,QL � o r, \A s� I ')-{'IS-- cz- c-- °C3*a c'kJ\ Ak> ....*) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:jt� �i(V\5"l Date: IZb\\-lb Hrs.: 9\ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Inspector: CORREi.:TION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa. ov Business Name: G�� � ���N�v�o,�-� Type of Inspection: ,ice 7._ Location Address: Date : 9/2.._/, 7_, Contact Person : T� D 0 112- 5151j Phone No. : 24) - 24g- Ait-‘7 / ACTION REQUIRED : //V S 5 l/14 j( L 6 �-7-- /9-vC 1,-- 2-` i rel eO 67 E -7) -/'✓ o- ere -se . r vS 2z-Tvi 't17 - /`r t -i, l s/ ,i Li/ //Zl/J('7 . C//k/J / - RE -pi -4/_E- /9-5 A -D 3 2 [Fit`d- (,v5 tc J&—'—t4A c r 67 e ---c_6--c. * f't r Pge 77 4-s rz>01-74/ /& S 4n , / CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : /e /31/1 9 FAILURE TO OMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature( Billing/Mailing Address : Attn: Company Name: Address: City: State: ❑ A $100.00 Reinspection Fee is required. You will receive an invo. • e from t . e C'i y . f kwila ' ance Department. ❑ Ticket Issued. Citation # t Correction Notice Reinsp Fee2.doc Revised 6/17/14'(14/\ " T.F.D. Fo F.P. 100 INSPECTION NUMBER INSPECTION RECORD - Retain a copy with permit /g0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C -4-°19-1)E- Rt4-64tvei,14Kz, Type of Inspection: N Address:n (24 -Suite#: 4- MI 11 /[(7 A S, Contact Person: Special Instructions: Phone o.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: /C/16-` 2 - 5P02! iv c yg - f9; r- a( n.1 .5/7 wit( 7laP? O)P r2evoe4,-J6-1 E or Dm% Pre -Fire: Permits: rl e0 / b"7- W? 5797 D e 1 l Ew es C-70 g /7 fps /\/ Z,--fi2 S. zwl 3Et/ FYY$ /7 c4 -(73•F) Il oLt3 St.--z_noiv Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (---/),1-* Date: /4 07.— Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /5-5- l(f PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r IUU C Q /- Type of Inspection: ` S p ea U'c.0 7 c(oci C e- ✓'f/T� Address: q. y "I( h f (2._P Suite #: f i CI Contact Person: Special Instructions: Phone No.: (Approved per applicable codes. Corrections required prior to approval. COMMENTS: 519 Ca v -et v sp cN✓o - o% Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i{,\ Date: /�9At‘ Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit etp U� ply`- oo1 oL - '8s /s - --s- – /1S— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:C-OnCoekk TyRe of Inspecti n: _rp, se c -f -e -c( KAA-Ll Address: lasyti ill,1 k Suite #: Suite 7 IQ' Person: Occupancy Type: Special Instructions: Phone No.: XApproved per applicable codes. Corrections required prior to approval. COMMENTS: .c -pr - OR_ ; .til ,kL - dy Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i/ �� Date: Mir— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit A-7 Ls"_, D/5--00)(9, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: F4 /tel Type of Inspection: 540 CC O -ems Address: 1 9 7 y Suite #: <41 , 1, (izi j4 Contact Person: Special Instructions: Occupancy Type: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: or_ ,--rz2 04)0_6- a/A) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector :/� 2 Date: 94/ A df t--- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CO a, D — oo(9- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: Address: /d_e_f ( Suite #: 11 V vicy Contact Person: ,'1' Special Instructions: /` SI\elY- Phone No.: Approved per applicable codes. rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /` SI\elY- i\f-e-e4 •Q- i J h4 j 1 S ,.k ''i4�S1 j 'f, ,,,4/ " n ,4' Dtki , r -f ? -bra Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: M 4— j7____ Date://G/`— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0 Oa PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Ty of Inspec 'on: Address: D_(e, y L( Suite #: i^'N , 1, Jvj It -0 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 6orrections required prior to approval. COMMENTS: AMe apJ i< Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: AA c/,-- — Date: 7c/, 5---- Hr s.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER �Oh� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: \ �C dam- Sprinklers: Fire Alarm: Type of Inspection: ? gt IsP - oto vaL Address: /)431.41/ Suite #: aN 144 ;1, -k i. Contact Person: Special Instructions: Phone No.: nApproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: se C k N..i. _ o K a N.'RA Permits: Occupancy Type: -n, - c. — o IC 7- vie& --VaSN. \r-& 1.oz9r' S a IV 0"--- pi'c r- 1 i ry S\-r(L L o .0 NecJ cNodK-j • ski 7A-pS iN 4:-/- 42-- `oorl--,j Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1" ` Date: V i 84) (— Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C6,6 Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Address: J 9-$C(t1 Suite #: /vi. l a 2 (LOS Contact Person: Special Instructions: Phone No.: p� Approved per applicable codes. Corrections required prior to approval. COMMENTS: �(c-- co 04. /)A4 ris Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A S -a_ Date: W e/4c-- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C.olo. T 6 1-e 1 14 / l wt , Gro Address.', ' Suite #: izefr /gaff7 Conta erson:Tyke Special Instructions: o 7/44) air AJo rf�. Z" W�� Phone No.: Approved per applicabre codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: .9.0y1 Pre -Fire: 04 -74 etYQZ N'rit -- t ,air s1 c_tii "IS i7#,- 4 7.13/1c -- 74...ve__ 4.,- ,//o .. -- firs s ,,,.....,.%; —f ./ '-s l Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:`c� frI11 r.. 3 Date: 7/1.1n ' Hrs.: Z.d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type •, i Sprinklers: of Inspection: P Cev-.r- 04/ Address: ;) 8C/c/ Suite #: pi i I, WI Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Of-- ctic5dEtwo=wattestQbeftet- Occupancy Type: ,. Ce-4--, 1. Ce pl/ 1 0 w,,a4er Ai2p e ,CM`S i 5' !`x- sSJ 4 nn 1+ d CvJ-er- . (prppar0- 1 o" f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4. cl,,,xrd— Date:-72,41 rs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i 049,644-6 4 , Uiorz - Type of Inspection: .pi4_ P Address: /A�yr� Suite #: /NA 1 I , 4-A47 (2 0 Contact Person' Special Instructions: Phone No.: Approved per applicable codes. orrections required prior to approval. COMMENTS: d/& Fire Alarm: Hood & Duct: y'() ' 7A) i / - Permits: Occupancy Type: Feet a ci er s - a pera i\kt S prQ p v /7 _J?-e.P / 4VI 1 i S � sJ 1 50.),t1( ^7-v --c-- D — NIA' CD _ -rout- s - f J btcris Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Z---. Date: 6,Abs------ Hrs.: a,., $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: CEDE Ephtv. of Inspection: Type • •?,/�� �Y� Address: P/ , Suite #: /4,47/E,Z.N ��� Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: p�� 7� 'r/rx- - i/o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ` Pre -Fire: Permits: Occupancy Type: inspector:,G'il Date: /71— Hrs.: / 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD /C—S Retain a copy with per 't _ /Y- 018 POST E'r. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,-, ���_�� Sprinklers: Type of Inspection: Address: Suite #: IZCIL( klkjc3111 S. Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. nCorrections required prior to approval. COMMENTS: A4L e0L- s 71 OO kola' iscs NQ., CQ iQ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with peri 't PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: E Sprinklers: LiiaType lj f IInspecti �/ , V V Cii)' `r� gruv`v Address: )agy y Suite #: f vi, l 1 gts Contact Person: Special Instructions: Phone No.: pproved per applicable codes. [-I Corrections required prior to approval. COMMENTS: oI& -qAmeits, Rejla e-Fts Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: //kb/ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 10 7INSPECTION RECORD Retain a copy with '.: rmit AQ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ��-�Ay �oL Fire Alarm: Ty a of Inspection:/ 5/ 5� pro�A / ..,. Address: 1 jottq Suite #: ivl, I t iwzi a' Contact Person: G' Special Instructions: MOO t9-0 (o Phone No.: joXI Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 4 Permits: crot5L 1-h-zro G' 6610 MOO t9-0 (o bao — ok-. SP , ,t)'l-t . - OK le/renis l fk1-; ,_ of( -FA- - 44d ctli smote W-edipas n, I i Nl ,(t. S --e-ra --rco Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i" I Sa Date: idati/i Hrs.: 02 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER ANSPECTION RECORD Retain a copy with per 013 a. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Type Type of In a ion:CerC* Address: i o.-.ye/ 4 44 , Suite #: 3,0_0 /.001,,r_ .0w,,r.- ) % �-,q Contact Person: Special Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: itUe4 Pr bc(A 1,e) 40) 4"'L e-44'tr 4/11e. F/ooR . cot -L _ �K Ptb et), c_ec ekr /17244.3 e ‘./ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , y,Ac-a- Date: h51/1//1Y Hrs.: / n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD Retain a copy with pe CION cei7i / Y- -/57 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 14 ���% /fi rA . S' Type of Inspection: GL, �- v Address: Suite #: Pre -Fire: Permits: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK 7ln 4,Y0+ am37• w.6f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /0/2_4 k y Hrs.: ii 6 1 $100.00 REINSPECTION FEE REQUIRED. YouiII receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER ,'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 j7J'1- 007t4 /y-,-157 PIERMIT NUMBERS Project: c,reAm46)-- Type of Inspection: gar Address: 47Le Suite #: /224/y if/ ize Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: NI- 6,42-r .4.-A Aloy Roovs as fug /n Occupancy Type: 10.E !/I"/gse-r- /A) / or f7,t '�S -z' 71-64vP,f' i AJ Wit/Wn ac. c- `vtP4 C/ . /3. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ! Date: /O /6 ` y Hrs.: . (� $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit � A osj0 CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 PERMIT NUMBERS Project: Q(41DType of Inspection: Hood & Duct: Address:Contact Suite #: `2.v9' ( Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: of RNs b 1.L4s 4-s (kku_k_,_.l Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector, ,zy7 3 Date: fp/ /, y Hrs.: jc 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.ID. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit re,4) CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 bt1- 6o7� PERMIT NUMBERS Project:� Sprinklers: ! � gy. .2. rno Type of Inspection: ,ver Address: Suite #: ,/YY. eidt Ri n. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: (3iy Nei? /3 Corrections required prior to approval. 7%€- ih�,s @ LA1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector. `v lir Date: /Q� j/ H rs.: Jr $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD - Retain a copy with permit • Ctl ll^^ a pv4 - o07 a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C....%5C....%5C9Ask r&liNo.vkeheck. Sprinklers: Type of Inspection: 5tf Address: Suite #: I Z� c — K' � gc. S Contact Person: r, -7-3. �G-D Special Instructions: Occupancy Type: Phone No.: (93b — CZ$ — `i°\3 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: ts-t-n c: ZRS Ov‘A.0 G � "s ;`\4•.r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 'F\fv\s ) Date: .9-1 3 \‘1.1. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit : n \"_s Aic— 617518 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT' 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: f CG<S coy l o v'So,c tel. Type of Inspection: �1''t\iLc cy �..i SVr-k Address: \ `` Suite #: \ Z� �4 , mt`\rn R C1, Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 5k. Corrections required prior to approval. COMMENTS: Sprinklers: ® C csx.Y•c L\ ,NI:r.5 Foc 31,1 T�.-•Poct.� CA. b a bz, 1.. Pre -Fire: Permits: Occupancy Type: o\bNA_ 1V\ &KL S l•c s —k176 Q i‘cA6e. isv-L ,\\ r `\`'r.•,` T_ i'w, y C` 1.'64-(S-c.n D� t' Jae-\\ i242 cSk wy itt\kl © "t-v`d.\\ 9\r`4115 4ot'E v` 4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s CW -t5 1 Date: s ` A Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -,r)(4- -co- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projectj• C_CA-ck Sprinklers: Type of Inspection: Address: Suite#: t2344 -v\(24, Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C) c.A.,;\,,L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `'• Irvt5 I Date: (0(L -al i 4., Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �a PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:(/ - M"/(/ofr( 1-454 Type of Inspection: S? �)s2r Address: %��� Suite #: � LS Permits: Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 91/1 CA, �� Date: 004/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD - Retain a copy with permit )4 S -1Z.3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 to 112.. Project: CDAS co tc.-ov.o ricL V. fL_ Type of Inspection: 5'09_ C. Address: Suite #: 1Z .kk-Vrq. c (214. $1 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: CiD n \\ x.s1 t S GV1 ".\\ a."-. cd\c w1 t ‘ Y. q,\\ t..1 vAc Occupancy Type: \ oK-- c__ S c.c'-c—• s 6/4, `Y- 3 h4 e- sem./ C____ V (U.( .C -.L ‘.v.5 R1.- . &l.tN e1 -t-C- -;vk 1? s .r—c'ft. ) `%\-\_St-C ZoL-513-4c4(:)1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ''M \ Date: l to < (4.. Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER i INSPECTION RECORD /hao- ' 7 Retain a copy with per -mit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: � � /)14. � �� �� r Type of Inspection: Address: / 1 gtiy ion iii.t-,4,41 &iv Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -7:94x 6 fyr-y-44' M Needs Shift Inspection: Sprinklers: Date: J JzY Jt! Fire Alarm: Hood & Duct:/ Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,---fti Lc3 Date: J JzY Jt! H rs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (o-S-z?d Art-Z�� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C i /Z b14A Sprinklers: Fire Alarm: Type of Inspection: _4-' Ccv/ kellafry _ 4,tai Address: I2$y-f , Suite #: U/,, -.-j a S. Conta '' rson: <xc.0 ✓ler- /Mc''"5. m Special Instructions: Phone Io.: C,v,uh Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: lW44 Ce -174-1. Pre -Fire: Permits: Occupancy Type: C,v,uh e / y f -,W v 6 %r (ovowv ole_ 'NQ,Q 0 K /� sc C ope / (✓D /Nil e- Cwre ' re Ar 46V ' j `4,S 4> -en--.., 6 -7 -4 -en --- c,,,4 ,155aieri Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: lW44 Ce -174-1. Pre -Fire: Permits: Occupancy Type: Inspector: & _cim 5-9 Date: ( 1 ¶-/i' Hrs.: (.C) $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /0- 5 -2-75e PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Gi Coo `A". S(., LA A.e., Type of Inspection: 1/Ae.,-v j l e J w Address: i 21(6.( Any; Suite #: ContactP�erson: _,Av k h 1,J/1✓!Ci%/S4 Special Instructions: Phone No.: ZDl 5' i, zz7r /0671k -/e/1.7 Ceiv Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /0671k -/e/1.7 Ceiv No 7t o!_ CD-2,LAp y w/ Com► ko;i.5 1e/74 -y- NA1)4 (3 7.3.G. 3 Cry ,,op(._ wock -4, \\ AD \ANc-V/\41-1 3a A ++1-e_(, Jo\ etc/ f 7_06-Z- •31 f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 14___.-- FOA9-S Date: / Z/?9/� Hrs.: /.0 $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with perrnit. c 3_ (///O - /5-2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proje/ct: / ;� Fire Alarm: Type Inspection: Address: /?. egg Suite #: pi, %i .1-6,i, led Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: oK 34:\ d I: Gt/L ic G.e- /// /Sr en1 heAL./,tv�� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `.k fes,, ,a-- Date: /2 _ g 7. /C Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TU K 'ILA FIRE MARSHAL'S OF Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshalrittukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 10 //2I /1';/Asq.,5 Permit # 16 —F --Dgt Property Address 1,Z$ivy f(i hiJy 4oa p[ SSuite # City TUKWILA Zip Code 9, s 16$ Name of Facility oL j, l i rj j' f(4 g J Occupied as CLQ g p_i„„ v;or&& Owner or Representative Phone Installing Compam UECA g -bad -e C Installing Contractor's Address 561 i 7 '44,4e. 5, City s942444{` Phone # -206 - 4 36 -- 5z:046 Installer's Name (PRINT) gra yen License and 'or Certificate j,M /BREVA 107 Q General Contractor Electrical Contractor lfPww ��p1.1`rL FACP Equipment Manufacturer �✓�s Model # This system has been installed. pre -tested and operates in accordance with the standards listed below and was inspected bm, On (date) /ZL7 //r and includes the devices listed on back. Circle all that apply: NFPA 72. Chapter 1 2 4 5 6 7 and or IFC SEC 907 NFPA 70. National Electrical Code. Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050. 2051 L'L Central Station Monitor System is monitored by SIGNED Date System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel of Make/Model Manual Station _ of Make/Model Smoke Detectors 1_ of I. Make/Model Heat Detectors of Make/Model Duct Detectors of Make/Model galt.twoll 5yC4 - PS A/V Devices jj of Ai . Make/Model - c U."1 Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Batter} 2,6 1 / Full Load .251 6 Charge pZ6 (generator of Make/Model I IVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only ) Water Flow S. of Make/Model Valve Tamper Sw. _ of Make/Model PIV of Make'Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible'v isible requirements of WAC 51-20. IFC SEC 907., and'or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power. satisfactory? Yes No Test Witnessed by Title Comments: Date Fire Alarm Certiticate.doc Revised: 6- 17 14 TFD FP Form 4110 TUKWILA FIRE MARSHAL'S OFtE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 6 f 11Pc Permit # IE Q Z Property Address 12J Lt � c � l �a r 7 \Z.r , S City _TUKWILA / Zip Code G' (tIA Name of Facility Ca-.5Cc c P_ Zell -v;ale,` e,(±h Occupied as -xxxc,e— e_1#1z-v-;9ra. Suite # Owner or Representative Phone # Installing Company Veto,- e(r�-trc!✓ Installing Contractor's Address City Installer's Name (PRINT) (',b‘,\ \A/Q,Tr'QI/\ License and/or Certificate General Contractor Electrical Contractor Phone # FACP Equipment Manufacturer C—A„ & 5 Model # E-51" — This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle all that apply: A NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) i( Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by J ✓ CT_ SIGNED Date 4/60S� System Firmware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by • EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors AN Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of_ of IQofIt_ of of q V— of LZ- of of of_ of Readings Battery Tic, Generator of HVAC Controls of Fire Alarm Dialer of Make/Model Make/Model Make/Model Felvvc45 S i ' PS Make/Model Make/Model rf ,(,,,.e J LS S;s Q, —SP. Make/Model G 1 CV Make/Model Make/Model Make/Model Make/Model Full Load 7.3 7, Charge "2.4 . Make/Model Make/Model Make/Model Monitored by Annunciator of Make/Model 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Valve Tamper Sw. PN Elec. Alarm Bell of Make/Model of Make/Model of _ Make/Model of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you eet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes X No _ Test Witnessed by Ed c_- -� Title Fore, T vt9]cty\ Comments: Date Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TIO'VILA FIRE MARSHAL'S OSCE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date lb fay I l� Property Address tagyy Klutetri►Z Q . City TUKWILA Zip Code a $ 168 Name of Facility Cascade_ achamot4* i I-ka.[ f Occupied as Ca -S tam- \3e.l�wonal \ito-1 Permit # 11-1- F - 18 Suite # Ft�z 3 Wes+ Owner or Representative Phone # Installing Company Cort„e_,roecltihol ;'t Installing Contractor's Address 9 CO a jc, )\-4e_ S . S.' t.1 -C.- 160 City ,e-JAA-01•- Phone # `gas ala- aaso Installer's Name (PRINT) tY ct& c.\ u1.`t License and/or Certificate \AJ AL K 1Iv1 'A VO ' General Contractor k( -Pk Electrical Contractor 1) et cos. FACP Equipment Manufacturer 0.1% L . Model # QST - '3 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by M; c-ka o e-\ 1000.1 kw On (date) 101a1 1[14 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 II UL Central Station Monitor _10105110 System is monitored by U J 1GIteil4 SIGNED Date System Firmware: Installed version S, aO Checksum 20 Date /0/42.4 fiii Initial program SI of o Installation Date Revisions and Reasons tea`"'y MA) 4&VL'C C CO(' fir S l" ia1pr<vc.iscwf' Programmed by EQUIPMENT INSTALLED • TESTED: Control Panel 1 of Manual Station \ of I Smoke Detectors -7 of 7 Heat Detectors / of ✓ Duct Detectors S. of AN Devices Audio Devices Visual Devices Loft /of. 10 of to Auto Door Release / of Trouble Indictors / of Batteries Readings Battery Generator " of / HVAC Controls of 9 Fire Alarm Dialer 1 of 7 - Monitored Monitored by Make/Model t S • Make/Model Make/Model E ST Make/Model Sl -A. al 8 4SoZ 9\oho `€\edit Se►w1(c Ott Make/Model EST Sv'p t ¶ c4 'Ik.ker.. i t Make/Model l= ST 61 R c v m Make/Model Make/Model E31 1 G I V nil Make/Model Make/Model Full Load d& 6 ( Charge `a S, 7 S" Make/Model Make/Model F S\- St%# c L Make/Model Annunciator �_ of 1 Make/Model L S* �-hN IV Renin .fnnoc t.k,,*v ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell '_of sof � 'of ? of Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed x Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes j( No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 Standby Battery Requirements Project: Highline Riverton Hospital Standby Power Required Quiescent (Ts) Alann (Ts) Edwards 6500 4 Hours 5 Minutes *** :::::::::•*Odijk . . O.::: : * : * . :::: • .•.: :::::: : : : . , : : .: : ::: : ::::::::::::::::: .:::::: :.: : : ::':. ' : '-' : : ::. - : . ::::::: :.:- ... ::: :: .:::: ::... .... : :.....:•:••:::i::: . •.: . 1:. :: :.:. . i:.:::.: :::::::: : ' . ... . . .. „ : : ::. :::.:::: ::. :::::•::: ::::::: ::. : .. . .... ::: : : :. :: 6514-81 Common Control 0.1720A 0.2180A 0.1720A 0.2180A 1 6514-83 Evacuation Module 0.0000A 0.0380A 0.0000A 0.0380A 2 6516 DC Signal Pwr, Module 0.0300A 0.0350A 0.0600A 0.0700A 14 6501 Alarm Receiving Panel 0.0300A 0.1400A 0.4200A 1.9600A 56 6501-25 Alarm Receiving Module 0.0750A 0.0430A 4.2000A 2.4080A 1 6509 Audible Signal Panel 0.0005A 0.0005A 0.0005A 0.0005A 1 651.3 -18.A Signal Control Module Line Reversing ....„ .... 0.0010A „.... ... . " ..... • •••••• 0.0 tooA . ..... . • •••:.....-: ' • •• .. 0.0010A : • .. :: - ... : :: 0.0100A . . „ - :....-: 0 (Non -Remote Trouble) 0.66.66X 0.0000A o (Reinote Trouble) 0.0080A 0.0080A 0.0000A 0.0000A 0 Aux Line Reverse .:IatternatLoa4:: 149 Smoke Detectors 0.00004A 0.1500A 0.00596A 2.2350A (S+, S- (0.125A Max)) 14 Duct Detectors 0.0710A 0.0780A 0.9940A 1.0920A (A+, A- (0.125A Max)) Indicating Devices (5.0A Max) 63 Homs 0.0000A 0.1700A 0.0000A 10.7100A 46 Indicating Lights 0.0000A 0.1800A 0.0000A 8.2800A Is: TOTAL SYSTEM STANDBY QUIESCENT CURREN Is: TOTAL SYSTEM ALARM CURRENT (5A Max) Amp Hour rating or system 19= 5.853A ....... • .. 27.02.2A Battery Size to be used C = [Ts * Is ± Ta(la+16)1* K Where ... C Battery Capacity K 1.1 (reserve factor) Ts -. Time duration in standby 41-1ours) Is .• standby =nut Ta a= Time duration in 'alarM (Hours) Ia ..Alann Current C= 28.8 AH 40.0 AH 3 • ATRIOT FIRE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET .I. NAME Jo - ♦ ,l 0 ,�� DATE •� LOCATION I Z • • 11 AI Z0/...cBUILDING d I `NIK / S«14^• ---E a SYSTEM NO CONTRACT NO 1'OSIZ' DRAWING NO t CEILING HEIGHT a' FT. CONTRACTOR CALCULATED BY tM t' • CONSTRUCTION: OCCUPANCY OMBUSTIBLE NON -COMBUST IB LE SYSTEM DESIGN XNFPA 13: X LT. HAZ. 0 NFPA 231 NFPA 231C: ,g. OTHER (Specify) ❑ SPECIFIC RULING MAOE SY DATE ORO. HAZ. GP. 0 1 0 2 0 3 u EX. HAZ. FIGURE ' CURVE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE CALCULATION SUMMARY .50o gilt) gi{D 0.ri@S CC SYSTEM TYPE A WET IJ DRY ❑ DELUGE 7 PRE -ACTION SPRINKLER OR NOZZLE MAKE 12-6454,0 MODEL %).F, OR ez1 SIZE 2 TEMPERATURE RATING L S - GPM REQUIRED 29 "C" FACTOR USED: PSI REQUIRED (.0:• OVERHEAD 1Z AT BASE OF RISER UNDERGROUND t WATER SUPPLY COMMODITY STORAGE WATER FLOW IFST DATE & TIME ?/9(0 STATIC PSI 50 RESIDUAL PSI GPM FLOWING ELEVATION 440 LOCATION SOURCE OF INFORMATION PUMP DATA RATED CAPACITY AT PSI ELEVATI .i) God) Tc.K OA RFSFRVO CAPACITY EL EVATION PAP TME T WELL GPM COMMODITY CL •SS LOCATION STORAGE HEIGHT AR A[?pfOVED IS FOR_IMPOPIVI,.{' U. ' =r.r� e STORAGE METHOD: SOLID PILED % RAhl-grit i3 ,-Cyd ■ ECAC /o Y DITI N' DOUBLE ROW O MULTIPLE ROW �_ APPRMf__,.-Er�UBJE8 �f ®: � t & ,ARANCEi FIOi11tTOP OF STORAGE TO CEILING Inspection i R E LA 1_ 3 ❑ SINGLE ROW 0 CONVENTIONAL P Lc '� td O 10ICIt�SsgR� gE.❑ E APSULATED ❑ SLAVE PALLET A dLID SHELV It�O ❑ N' E FLUE SPAC = N INCHES LONGITUDINA TRANSVERSE ZONTAL BARRIERS PROVIDED .74 z PRESSURE - PSI NIN II 11'I li'! 'I -e I T r- 4 • ••t- -t^-" ^T.. .+-..-i NMI N NM li All INIUBIUAIN IBM MIN MU•If inion•nOn=i niUWE uugnaoi--. ---nr Nwn� un NNINNINIENINNINNINIF mainnenumunimommenuismonommosun NIN > N rn "ri 0 D Xi C n r n c r -4 0 z N a_ Ark "`---0 4. .i - t - -1EwatiS -•oN tuelsAs Cr - - —---'OAI .LOVILLN00 v9•tt •A3H) vf'ti•e wa• SUBMITTAL SERIAL NO:2454HY1 Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center FLOW TEST RESULTS Water Supply STATIC 107.00 PSI RESIDUAL 59.00 PSI @ 975.00 GPM CITY PRESSURE AVAILABLE AT 542.7 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 100 28.77 14.87 5.62 26.20 101 25.79 16.80 5.62 21.07 102 23.17 14.87 5.62 17.00 104 20.76 14.87 5.62 13.64 105 20.53 16.80 5.62 13.34 106 19.53 14.87 5.62 12.07 107 17.83 14.87 5.62 10.07 108 17.26 16.80 5.62 9.43 109 27.40 14.87 5.62 23.77 110 26.16 14.87 5.62 21.66 111 22.76 14.87 5.62 16.40 112 21.76 16.80 5.62 14.99 115 21.00 21.00 5.62 13.96 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN 'PIPES 90.76 PSI 292.72 GPM 250.00 GPM 542.72 GPM 78.21 PSI 0.10 PSI 18.58 FPS 07-02-1996 PAGE 1 ,SUBMITTAL SERIAL NO:2454HY1 Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center FROM TO 76 115 75 76 73 75 07-02-1996 PAGE 2 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI Q 21.00 Q 21.00 Q 21.00 1.104 L 4.50 0.1110 PT 13.96 (115) F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.17 1.452 L 10.83 0.0292 PT 15.13 ( 76) F=2E F 8.00 PE 0.00 BN4 C120 T 18.83 PF 0.55 1.452 L 3.00 0.0292 PT 15.68 ( 75) F=E,T F 11.00 PE 0.00 BN4 C120 T 14.00 PF 0.41 PT 16.09 ( 73) 72 112 1.104 L 4.50 0.1186 PT 14.99 (112) Q 21.76 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.25 PT 16.24 ( 72) 71 111 1.104 L 4.50 0.1289 PT 16.40 (111) Q 22.76 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.35 PT 17.75 ( 71) 70 110 1.104 L 4.50 0.1667 PT 21.66 (110) Q 26.16 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.75 PT 23.41 ( 70) 61 109 1.104 L 4.50 0.1817 PT 23.77 (109) Q 27.40 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.91 60 61 1.104 L 2.50 0.18.17 PT 25.68 ( 61) Q 27.40 F=E F 3.00 PE 0.00 AO C120 T 5.50 PF 1.00 22 60 1.104 L 18.21 0.1817 PT 26.68 ( 60) Q 27.40 F=T F 6.00 PE 0.00 BN3 C120 T 24.21 PF 4.40 12 22 2.154 L 0.50 0.0070 PT 31.08 ( 22) Q 27.40 F=T/T F 24.00 PE 0.00 NR C120 T 24.50 PF 0.17 PT 31.25 ( 12) 49 108 Q 17.26 1.104 L 4.50 0.0772 PT 9.43 (108) F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 0.81 .SUBMITTAL SERIAL NO:2454HY1 Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center FROM TO 48 49 47 48 07-02-1996 PAGE 3 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI Q 17.26 Q 17.26 1.104 1.104 L 4.50 0.0772 PT 10.24 ( 49) F=E F 3.00 PE 0.00 AO C120 T 7.50 PF 0.58 L 7.54 0.0772 PT 10.82 ( 48) F=E F 3.00 PE 0.00 BN2 C120 T 10.54 PF 0.81 PT 11.63 ( 47) 57 107 1.104 L 4.50 0.0821 PT 10.07 (107) Q 17.83 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 0.86 47 57 Q 17.83 1.104 L 2.50 0.0821 PT 10.93 ( 57) F=T F 6.00 PE 0.00 AO C120 T 8.50 PF 0.70 46 47DQ 17.26 1.104 L 8.00 0.2871 PT 11.63 ( 47) Q 35.09 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 2.30 PT 13.93 ( 46) 56 106 1.104 L 4.50 0.0971 PT 12.07 (106) Q 19.53 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.02 46 56 Q 19.53 1.104 L 2.50 0.0971 PT 13.09 ( 56) F=T F 6.00 PE 0.00 AO C120 T 8.50 PF 0.83 55 46DQ 35.09 1.452 L 3.21 0.1714 PT 13.92 ( 46) Q 54.62 F=0 F 0.00 PE 0.00 BN2 C120 T 3.21 PF 0.55 PT 14.47 ( 55) 55 105 1.104 L 4.50 0.1065 PT 13.34 (105) Q 20.53 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.12 44 55DQ 54.62 1.452 L 4.04 0.3092 PT 14.46 Q 75.15 F=0 F 0.00 PE 0.00 BN2 C120 T 4.04 PF 1.25 PT 15.71 55) 44) 54 104 1.104 L 4.50 0.1087 PT 13.64 (104) Q 20.76 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.14 ,SUBMITTAL SERIAL NO:2454HY1 Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center 07-02-1996 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 44 54 Q 20.76 1.104 L 2.50 0.1087 PT 14.78 ( 54) F=T F 6.00 PE 0.00 AO C120 T 8.50 PF 0.92 43 44DQ 75.15 1.452 L 6.00 0.4856 PT 15.70 ( 44) Q 95.90 F=0 F 0.00 PE 0.00 BN2 C120 T 6.00 PF 2.91 PT 18.61 ( 43) 52 102 1.104 L 4.50 0.1332 PT 17.00 (102) Q 23.17 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.40 42 52 1.104 L 2.50 0.1332 PT 18.40 ( 52) Q 23.17 F=T F 6.00 PE 0.00 AO C120 T 8.50 PF 1.13 PT 19.53 ( 42) 41 101 1.104 L 4.50 0.1625 PT 21.07 (101) Q 25.79 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 1.71 PT 22.78 ( 41) 31 100 1.104 L 4.50 0.1988 PT 26.20 (100) Q 28.77 F=2E F 6.00 PE 0.00 DR C120 T 10.50 PF 2.09 30 31 1.104 L 1.00 0.1988 PT 28.29 ( 31) Q 28.77 F=2E F 6.00 PE 0.00 AO C120 T 7.00 PF 1.39 29 30 1.104 L 21.50 0.1988 PT 29.68 ( 30) Q 28.77 F=0 F 0.00 PE 0.00 BN1 C120 T 21.50 PF 4.27 20 29 1.104 L 6.67 0.1988 PT 33.95 ( 29) Q 28.77 F=T F 6.00 PE 0.00 BN1 C120 T 12.67 PF 2.52 10 20 2.154 L 0.50 0.0077 PT 36.47 ( 20) Q 28.77 F=T/T F 24.00 PE 0.00 NR C120 T 24.50 PF 0.19 PT 36.66 ( 10) 72 73 1.452 L 5.92 0.0292 PT 16.09 ( 73) Q 21.00 F=0 F 0.00 PE 0.00 BN4 C120 T 5.92 PF 0.17 SUBMITTAL SERIAL NO:2454HY1 'Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center 07-02-1996 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 71 72DQ 21.76 1.452 Q 42.76 70 71DQ 22.76 1.452 Q 65.52 23 70DQ 26.16 1.687 Q 91.68 L 14.04 0.1090 PT 16.26 ( 72) F=0 F 0.00 PE 0.00 BN4 C120 T 14.04 PF 1.53 L 15.79 0.2400 PT 17.79 ( 71) F=2E F 8.00 PE 0.00 BN4 C120 T 23.79 PF 5.71 L 18.21 0.2152 PT 23.50 ( 70) F=T F 10.00 PE 0.00 BN4 C120 T 28.21 PF 6.07 13 23 2.154 L 0.50 0.0655 PT 29.57 ( 23) Q 91.68 F=T/T F 24.00 PE 0.00 NR C120 T 24.50 PF 1.60 12 13 2.727 L 7.75 0.0208 PT 31.17 ( 13) Q 91.68 F=0 F 0.00 PE 0.00 NC1 C120 T 7.75 PF 0.16 11 12DQ 27.40 2.727 L 8.25 0.0337 PT 31.33 ( 12) Q 119.08 F=0 F 0.00 PE 0.00 NC1 C120 T 8.25 PF 0.28 PT 31.61 ( 11) 42 43 1.687 L 4.00 0.2339 PT 18.64 ( 43) Q 95.90 F=0 F 0.00 PE 0.00 BN2 C120 T 4.00 PF 0.94 41 42DQ 23.17 1.687 L 9.42 0.3491 PT 19.58 ( 42) Q 119.08 F=0 F 0.00 PE 0.00 BN2 C120 T 9.42 PF 3.29 40 41DQ 25.79 2.154 Q 144.87 L 14.00 0.1526 PT 22.87 ( 41) F=0 F 0.00 PE 0.00 BN2 C120 T 14.00 PF 2.14 21 40 2.154 L 6.83 0.1526 PT 25.01 ( 40) Q 144.87 F=T F 12.00 PE 0.00 BN2 C120 T 18.83 PF 2.87 11 21 2.154 L 0.50 0.1526 PT 27.88 ( 21) Q 144.87 F=T/T F 24.00 PE 0.00 NR C120 T 24.50 PF 3.74 10 11DQ 119.08 2.727 Q 263.96 L 11.00 0.1468 PT 31.62 ( 11) F=4E F 24.00 PE 0.00 NC1 C120 T 35.00 PF 5.14 SUBnITTAL SERIAL NO:2454HY1 07-02-1996 PAGE 6 Geropsych Expansion, 2nd Floor Highland Community Center Hospital Special Center FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 9 10DQ 28.77 2.727 Q 292.72 L 10.75 0.1777 PT 36.76 ( 10) F=0 F 0.00 PE 0.00 NC1 C120 T 10.75 PF 1.91 8 9 2.727 L 8.00 0.1777 PT 38.67 ( 9) Q 292.72 F=0 F 0.00 PE 0.00 NC1 C120 T 8.00 PF 1.42 7 8 2.727 L 10.42 0.1777 PT 40.09 ( 8) Q 292.72 F=4E F 24.00 PE 0.00 NC1 C120 T 34.42 PF 6.12 6 7 2.727 L 3.25 0.1777 PT 46.21 ( 7) Q 292.72 F=0 F 0.00 PE 0.00 NC1 C120 T 3.25 PF 0.58 5 6 3.352 L 49.00 0.0651 PT 46.79 ( 6) Q 292.72 F=E F 7.00 PE 0.00 FM5 C120 T 56.00 PF 3.65 4 5 3.352 L 22.50 0.0651 PT 50.44 ( 5) Q 292.72 F=4E F 28.00 PE 0.00 FM4 C120 T 50.50 PF 3.29 3 4 5.047 L 7.00 0.0089 PT 53.73 ( 4) Q 292.72 F=T,GV,E F 39.00 PE 0.00 FM3 C120 T 46.00 PF 0.41 2 3 5.047 L 33.00 0.0089 PT 54.14 ( 3) Q 292.72 F=T/E F 37.00 PE 13.43 p. / FM2 C120 T 70.00 PF 0.62 1 2 6.065 L 31.00 0.0036 PT 68.19 ( 2) Q 292.72 F=5E,GV,ALV F 100.00 PE 0.00 FM1 C120 T 131.00 PF 0.47 0 1 6.400 L 200.00 0.0021 PT 68.66 ( 1) Q 292.72 F=2E,GV/T F 68.00 PE 9.00 pflGyik, UN C140 T 268.00 PF 0.56 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.10 PSI 18.58 FPS PT 78.22 ( 0) ATRIOT FIRE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET NAME (2,-/ 0p6AL,ti tr'M1J LOCATION ,�1�/ 4' I Zi ('t -ate, BUILDING 1t (J•) (% ✓ *1 / .fie/! Qu- CONTRACTOR1 CALCULATED 8Y frix F CONSTRUCTION: ❑ C011USTIBLE OCCUPANCY DATE I/)/qf XNON-COMBUSTIBLE SYSTEM NO CONTRACT NO 11- OS( 2 - DRAWING NO 1 CEILING HEIGHT � FT. SYSTEM DESIGN NF?A 13: g LT. HAZ. ❑ NFPA 231 ❑ NFPA 231C: , OTHER (Specify) ((G.- '! ❑ SPECIFIC RULING ORD. HAZ. GP. 0 1 ❑ 2 ❑ 3 E EX. HAZ. F IGURE ' CURVF MADE SY DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE L j l,O SYSTEM TYPE 04/0 WET I l DRY ❑ DELUGE ❑ PRE -ACTION SPRINKLER OR NOZZL E .I!� MAKE Z4.c MODEL 1E Z CV SI L��N K-FACTOF S 5 TEMPERATURE RATING / J j CALCULATION SUMMARY GPM REQUIRED 260 ( PSI REQUIRED %1 AT BASE OF RISER OVERHEAD 12,0 UNDERGROUND I 4'Ci "C•' FACTOR USED: WATER SUPPLY WATER FI OW TEST It, 10 DATE & TIME STATIC PSI RESIDUAL PSI GPM FLOWING ELEVATION - *4-O' *s" Leer PUMP DATA TANK OR RESERVO RATED CAPACITY AT PSI ELEVATI• CAPACITY ELEVATION / WELL F FLOW GPM LOCATION SOURCE OF INFORMATION COMMODITY STORAGE COMMODITY CLASS LOCATION STORAGE HEIGHT AREA AISLE WI STORAGE METHOD:. SOLID PILED % PALLETIZED RACK SINGLE ROW ❑ CONVENTIONAL PALLET ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ MULTIPLE ROW . OMATIC STORAGE 0 ENCAPSULATED SOLID SHELVING ❑ NON - 0 OPEN ENCAPSULATED - FLUE SPACING CHES LONGITUDINAL TRANSVERSE CLEARANCE FROM TOP OF STORAGE TO CEILING FT. IN. HOR I AL BARRIERS PROVIDED PRESSURE - PSI 111111111111111111111=111111111111111111111111111111111111111111111N1111111111111111MUU 111111111111111111111111111111 INBT 0 O 111111111111111111111111111111111.211111111111111.11110111 MEI ' �= 06-1 N ELimkr sir c 1;74 L. cD Mil MINI , 'lAT 1:1701SAC `- AT T'1STtTT ATr1,1 SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 FLOW TEST RESULTS Water Supply STATIC 107.00 PSI RESIDUAL 59.00 PSI @ 975.00 GPM CITY PRESSURE AVAILABLE AT 511.3 GPM 92.46 PSI SPR 200 201 202 203 204 205 206 207 208 209 210 211 212 213 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM FLOW FLOW 22.61 14.87 22.07 14.87 20.77 14.87 19.84 14.87 20.93 14.87 20.24 14.87 18.36 14.87 15.72 14.87 14.87 14.87 20.92 19.20 17.04 14.87 16.86 14.87 15.91 14.87 15.18 14.87 K -FACTOR PRESSURE 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 16.19 15.43 13.65 12.46 13.87 12.97 10.68 7.83 7.00 13.85 9.19 9.00 8.01 7.30 261.32 GPM 250.00 GPM 511.32 GPM 80.53 PSI 0.04 PSI 14.35 FPS 10-07-1996 PAGE 1 ,SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 10-07-1996 PAGE 2 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 108 208 1.104 L 0.50 0.0586 PT 7.00 (208) Q 14.87 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.38 PT 7.38 (108) 113 213 1.104 L 0.50 0.0609 PT 7.30 (213) Q 15.18 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.40 33 113 1.104 L 2.00 0.0609 PT 7.70 (113) Q 15.18 F=T F 6.00 PE 0.00 BN3 C120 T 8.00 PF 0.49 32 33 1.104 L 10.00 0.0609 PT 8.19 ( 33) Q 15.18 F=E F 3.00 PE 0.00 BN3 C120 T 13.00 PF 0.79 PT 8.98 ( 32) 112 212 1.104 L 0.50 0.0664 PT 8.01 (212) Q 15.91 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.43 32 112 1.104 L 2.00 0.0664 PT 8.44 (112) Q 15.91 F=T F 6.00 PE 0.00 BN3 C120 T 8.00 PF 0.53 31 32DQ 15.18 1.452 L 8.42 0.0604 PT 8.97 ( 32) Q 31.09 F=2E F 8.00 PE 0.00 BN3 C120 T 16.42 PF 0.99 PT 9.96 ( 31) 111 211 1.104 L 0.50 0.0740 PT 9.00 (211) Q 16.86 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.48 31 111 1.104 L 0.50 0.0740 PT 9.48 (111) Q 16.86 F=T F 6.00 PE 0.00 BN3 C120 T 6.50 PF 0.48 30 31DQ 31.09 1.452 L 2.67 0.1347 PT 9.96 ( 31) Q 47.95 F=0 F 0.00 PE 0.00 BN3 C120 T 2.67 PF 0.36 PT 10.32 ( 30) 110 210 Q 17.04 1.104 L 0.50 0.0754 PT 9.19 (210) F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.49 <SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 10-07-1996 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 30 110 1.104 L 2.50 0.0754 PT 9.68 (110) Q 17.04 F=T F 6.00 PE 0.00 BN3 C120 T 8.50 PF 0.64 29 30DQ 47.95 1.452 L 14.25 0.2364 PT 10.32 ( 30) Q 64.99 F=2E F 8.00 PE 0.00 BN3 C120 T 22.25 PF 5.26 PT 15.58 ( 29) 109 209 1.104 L 0.50 0.1102 PT 13.85 (209) Q 20.92 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.72 29 109 1.104 L 3.00 0.1102 PT 14.57 (109) Q 20.92 F=T F 6.00 PE 0.00 BN3 C120 T 9.00 PF 0.99 12 29DQ 64.99 1.687 L 5.17 0.1908 PT 15.56 ( 29) Q 85.90 F=T F 10.00 PE 0.00 BN3 C120 T 15.17 PF 2.89 PT 18.45 ( 12) 107 207 1.104 L 0.50 0.0650 PT 7.83 (207) Q 15.72 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.42 27 107 1.104 L 5.42 0.0650 PT 8.25 (107) Q 15.72 F=T F 6.00 PE 0.00 BN C120 T 11.42 PF 0.74 PT 8.99 ( 27) 106 206 1.104 L 0.50 0.0866 PT 10.68 (206) Q 18.36 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.56 26 106 1.104 L 5.00 0.0866 PT 11.24 (106) Q 18.36 F=T F 6.00 PE 0.00 BN C120 T 11.00 PF 0.95 PT 12.19 ( 26) 105 205 1.104 L 0.50 0.1037 PT 12.97 (205) Q 20.24 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.67 25 105 1.104 L 5.42 0.1037 PT 13.64 (105) Q 20.24 F=T F 6.00 PE 0.00 BN C120 T 11.42 PF 1.18 PT 14.82 ( 25) .SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 10-07-1996 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 104 204 1.104 L 0.50 0.1103 PT 13.87 (204) Q 20.93 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.72 24 104 1.104 L 5.42 0.1103 PT 14.59 (104) Q 20.93 F=T F 6.00 PE 0.00 BN C120 T 11.42 PF 1.26 PT 15.85 ( 24) 103 203 1.104 L 0.50 0.1000 PT 12.46 (203) Q 19.84 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.65 23 103 1.104 L 2.00 0.1000 PT 13.11 (103) Q 19.84 F=T F 6.00 PE 0.00 BN C120 T 8.00 PF 0.80 22 23 1.104 L 8.42 0.1000 PT 13.91 ( 23) Q 19.84 F=2E F 6.00 PE 0.00 BN C120 T 14.42 PF 1.44 PT 15.35 ( 22) 102 202 1.104 L 0.50 0.1088 PT 13.65 (202) Q 20.77 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.71 22 102 1.104 L 3.00 0.1088 PT 14.36 (102) Q 20.77 F=T F 6.00 PE 0.00 BN C120 T 9.00 PF 0.98 21 22DQ 19.84 1.452 L 10.92 0.0990 PT 15.34 ( 22) Q 40.61 F=2E F 8.00 PE 0.00 BN C120 T 18.92 PF 1.87 PT 17.21 ( 21) 101 201 1.104 L 0.50 0.1218 PT 15.43 (201) Q 22.07 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.79 21 101 1.104 L 2.00 0.1218 PT 16.22 (101) Q 22.07 F=T F 6.00 PE 0.00 BN C120 T 8.00 PF 0.97 20 21DQ 40.61 1.687 L 8.00 0.1065 PT 17.19 ( 21) Q 62.68 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.85 PT 18.04 ( 20) .SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 10-07-1996 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 100 200 1.104 L 0.50 0.1273 PT 16.19 (200) Q 22.61 F=T F 6.00 PE 0.00 DR C120 T 6.50 PF 0.83 20 100 1.104 L 2.00 0.1273 PT 17.02 (100) Q 22.61 F=T F 6.00 PE 0.00 BN C120 T 8.00 PF 1.02 10 20DQ 62.68 1.687 L 3.17 0.1883 PT 18.04 ( 20) Q 85.29 F=T F 10.00 PE 0.00 BN C120 T 13.17 PF 2.48 PT 20.52 ( 10) 28 108 1.104 L 5.42 0.0586 PT 7.38 (108) Q 14.87 F=T F 6.00 PE 0.00 BN C120 T 11.42 PF 0.67 27 28 1.104 L 10.00 0.0586 PT 8.05 ( 28) Q 14.87 F=T F 6.00 PE 0.00 BN2 C120 T 16.00 PF 0.94 26 27DQ 15.72 1.104 L 8.42 0.2227 PT 8.99 ( 27) Q 30.59 F=2E F 6.00 PE 0.00 BN2 C120 T 14.42 PF 3.21 25 26DQ 18.36 1.452 L 10.92 0.1400 PT 12.20 ( 26) Q 48.96 F=2E F 8.00 PE 0.00 BN2 C120 T 18.92 PF 2.65 24 25DQ 20.24 1.687 L 8.00 0.1279 PT 14.85 ( 25) Q 69.19 F=0 F 0.00 PE 0.00 BN2 C120 T 8.00 PF 1.02 11 24DQ 20.93 1.687 L 3.17 0.2085 PT 15.87 ( 24) Q 90.12 F=T F 10.00 PE 0.00 BN2 C120 T 13.17 PF 2.75 PT 18.62 ( 11) 11 12 2.727 L 7.50 0.0184 PT 18.48 ( 12) Q 85.90 F=0 F 0.00 PE 0.00 FM1 C120 T 7.50 PF 0.14 10 11DQ 90.12 2.727 L 16.00 0.0694 PT 18.62 ( 11) Q 176.03 F=2E F 12.00 PE 0.00 FM1 C120 T 28.00 PF 1.94 .SUBMITTAL SERIAL NO:2454HY1 Highline Hospital 2nd Floor West Wing .1/1500 FROM TO FLOW DIAM GPM IN 8 10DQ 85.29 2.727 Q 261.32 6 8 Q 261.32 2.727 EQUIV PIPE LEN/Ft L F=2E F FM1 C120 T L F=2E F FM1 C120 T 5 6 2.727 L Q 261.32 F=5E,BV/T F FM1 C120 T 2 5 4.026 L Q 261.32 F=3E,T/ALV,GV F FR1 C120 T 0 2 6.400 L Q 261.32 F=4E,GV/T F UN C140 T MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 68.00 12.00 80.00 62.00 12.00 74.00 37.50 52.00 89.50 23.00 72.00 95.00 140.00 92.00 232.00 0.04 PSI 14.35 FPS 10-07-1996 PAGE 6 P -LOSS PSI/Ft 0.1441 PT PE PF 0.1441 PT PE PF 0.1441 PT PE PF 0.0216 PT PE PF 0.0017 PT PE PF PRESSURE SUMMARY PSI 20.56 ( 10) 0.00 11.53 32.09 0.00 10.66 42.75 13.43 12.90 69.08 0.00 2.05 ( 8) ( 6) ( 5) 71.13 ( 2) 9.00 i7(26yt\ 0.39 PT 80.52 ( 0) Page 1 Fireguard Sprinkler Systems, Inc. Seattle Date 07/01/02 Job: RIVERTON PROJECT INFORMATION Job HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Occupancy Density Area of Operation Area per Sprinkler Sprinklers Authority having Jurisdiction_ _ Hose 100.0 gpm Outside System type_ _ Wet Light Hazard 0.10 gpm/sq.ft. 1500 square feet .225 Square Feet Maximum 1/2 inch orifice NFPA-13 Hose Water Supply 90.00 psi Static, 20.00 psi Residual @ 1440.0 gpm Demand 44.90 psi 51.57 psi 82.78 psi Demand is CALCULATION SUMMARY @ 321.7 gpm @ 421.7 gpm available @ below curve @ B.O.R. @ Supply 421.7 gpm by 31.21 psi Notes: WATERFLOW INFORMATION OBTAINED FROM RON MALASPINO OF WATER DISTRICT 20. TEST WAS CONDUCTED AT 12830 MILITARY ROAD SOUTH WITH ONE 2;4" OUTLET FLOWIN NO STREAM STRAITENERS WERE USED. PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (360) 599-2360 Page 2 Pressure (PSI) VI c 00 a 5.IF x0 .. 11 2 ' al - f3 W N• v V 511 40. aruno Al neII Av Ja;e % Page 3 Fireguard Sprinkler Systems, Inc. Seattle Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length RIVERTON 07/01/02 10:38am Page 4 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.087 1.0 5.6 2 DR2 1.087 1.0 5.6 3 A01 1.087 2.8 DR2 4 A02 1.087 0.5 DR2 5 BL1 1.087 9.8 DR1 6 BL1 1.087 9.7 DR1 7 BL1 1.416 2.4 DR2 8 BL2 1.087 9.8 DR1 9 BL2 1.087 8.6 DR1 10 BL2 1.416 3.5 A01 11 BL3 1.087 10.8 DR2 12 BL3 1.087 9.8 DR2 13 BL3 1.416 3.5 DR2 14 BL4 1.087 9.8 DR2 15 BL4 1.087 8.8 DR2 16 BL4 1.416 3.5 A02 17 CM 2.731 12.0 BL1 18 CM 2.731 9.0 BL2 19 CM 2.731 11.8 BL3 20 CM 2.731 12.7 BL4 21 CM 2.731 21.7 BL4 22 CM 2.731 2.0 23 BU 4.026 89.0 CM 24 BU 4.026 1.5 25 BU 4.026 12.0 26 RI 4.026 10.0 BU 27 UG 4.100 150.0 RI 28 UG 0.000 0.0 12.13 -1.00 0.0 120 32 7.00 -1.00 0.0 120 32 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 1VE,1VT 0.00 -2.00 0.0 120 32 1VT 0.00 0.00 0.0 120 32 2VE 0.00 -1.50 0.0 120 32 1VE 0.00 0.00 0.0 120 32 2VE 0.00 10.00 0.0 120 32 1GV,1ALV 0.00 0.00 0.0 100 32 2UE,1GV,1UT1 0.00 0.00 100.0 100 32 RIVERTON 07/01/02 10:38am Page 5 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 1.0 PT 12.13 1 19.5=5.60(12.13)^.5 F 0.0 PE -0.43 (EL= -1.00 ft) 1 19.5 1.09 T 1.0 0.10446 PF 0.10 6.74 PT 11.80 5 B1 Jct K -factor for drop 1 = 19.5/(11.80)^.5 = 5.68 at Hyd Ref Pts 5 6 8 9 Drop 2 A 1.0 PT 7.00 14.8=5.60(7.00)^.5 F 0.0 PE -0.43 2 14.8 1.09 T 1.0 0.06282 PF 0.06 PT 6.63 K -factor for drop 2 = 14.8/(6.63)^.5 = 5.75 at Hyd Ref Pts 3 4 7 11 12 13 14 15 Arm -over 1 C = 120 2 (EL= -1.00 ft) 5.12 3 B1 Jct A 2.8 PT 6.63 3 14.8=5.75(6.63)^.5 F 6.0 PE 0.00 3 14.8 1.09 1T T 8.8 0.06269 PF 0.55 5.12 PT 7.18 10 K -factor for arm -over 1 = 14.8/(7.18)^.5 = 5.52 Arm -over 2 A 0.5 PT 6.63 4 14.8=5.75(6.63)^.5 F 6.0 PE 0.00 4 14.8 1.09 1T T 6.5 0.06269 PF 0.40 5.12 PT 7.03 16 K -factor for arm -over 2 = 14.8/(7.03)^.5 = 5.58 C = 120 DR2 B1 Jct C = 120 DR2 B1 Jct RIVERTON 07/01/02 10:38am Page 6 Pipe Flow No (gpm) Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations Dia (inch) Branchline No. 1 HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Fitting and Dev Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 9.8 19.5=5.68(11.80)A.5 F 0.0 T 9.8 A 9.7 20.3=5.68(12.82)^.5 F 0.0 39.8 1.09 T 9.7 A 2.4 23.4=5.75(16.62)^.5 F 6.8 T 9.2 5 19.5 1.09 6 7 63.3 1.42 1T K -factor for branchline Branchline No. 2 0.10441 0.39133 0.25413 PT PE PF PT PE PF PT PE PF PT 11.80 5 0.00 1.02 12.82 0.00 3.80 16.62 0.00 2.34 18.96 6.74 6 13.77 7 Notes C = 120 DR1 DR1 DR2 12.89 17 Cross ❑in Jct no. 1 = 63.3/(18.96)^.5 = 14.54 A 9.8 0.0 9.8 8.6 0.0 8.6 3.5 6.8 10.3 19.5=5.68(11.80)^.5 F 8 19.5 1.09 T A 20.3=5.68(12.82)^.5 F 9 39.8 1.09 T A 22.2=5.52(16.19)^.5 F 10 62.1 1.42 1T T K -factor for branchline Branchline No. 3 0.10441 0.39133 0.24524 PT PE PF PT PE PF PT PE PF PT C = 120 11.80 8 DR1 0.00 1.02 6.74 12.82 9 DR1 0.00 3.37 13.77 16.19 10 A01 0.00 2.53 12.64 18.72 18 Cross main Jct no. 2 = 62.1/(18.72)^.5 = 14.35 A 14.8=5.75(6.63)^.5 F 11 14.8 1.09 T A 15.5=5.75(7.31)A.5 F 12 30.3 1.09 T A 17.8=5.75(9.63)^.5 F 13 48.2 1.42 1T T 10.8 0.0 10.8 0.06269 9.8 0.0 9.8 0.23653 3.5 6.8 10.3 K -factor for branchline no. 3 = PT PE PF PT PE PF PT PE 0.15350 PF PT 6.63 11 0.00 0.68 5.12 7.31 12 0.00 2.32 10.49 9.63 13 0.00 1.58 9.81 11.21 C = 120 DR2 DR2 DR2 19 Cross main Jct 48.2/(11.21)^.5 = 14.40 RIVERTON 07/01/02 10:38am Page 7 Pipe Flow No (gpm) Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Dia Fitting (inch) and Dev Branchline No. 4 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 9.8 0.0 9.8 8.8 0.0 8.8 3.5 6.8 10.3 14.8=5.75(6.63)^.5 F 14 14.8 1.09 T A 15.5=5.75(7.24)^.5 F 15 30.3 1.09 T A 17.0=5.58(9.32)^.5 F 16 47.3 1.42 1T T K -factor for branchline at Hyd Ref Pts 20 21 0.06269 0.23556 0.14844 PT PE PF PT PE PF PT PE PF PT 6.63 14 0.00 0.61 5.12 7.24 15 0.00 2.07 10.47 9.32 16 0.00 1.53 9.64 10.85 20 Cross no. 4 = 47.3/(10.85)^.5 = 14.36 Notes C = 120 DR2 DR2 A02 main Jct RIVERTON 07/01/02 10:38am Page 8 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main C = 120 ---------- A 12.0 PT 18.96 17 BL1 63.3=14.54(18.96)^.5 F 0.0 PE 0.00 17 63.3 2.73 T 12.0 0.01038 PF 0.12 3.47 A 9.0 PT 19.08 18 BL2 62.7=14.35(19.08)^.5 F 0.0 PE 0.00 18 126.0 2.73 T 9.0 0.03711 PF 0.33 6.90 A 11.8 PT 19.42 19 BL3 63.5=14.40(19.42)^.5 F 0.0 PE 0.00 19 189.5 2.73 T 11.8 0.07891 PF 0.93 10.38 A 12.7 PT 20.35 20 BL4 64.8=14.36(20.35)^.5 F 0.0 PE 0.00 20 254.2 2.73 T 12.7 0.13598 PF 1.73 13.92 A 21.7 PT 22.07 21 BL4 67.5=14.36(22.07)^.5 F 26.2 PE 0.00 21 321.7 2.73 1VE 1VT T 47.8 0.21018 PF 10.06 17.62 A 2.0 PT 32.13 22 F 19.6 PE -0.87 (EL= -2.00 ft) 22 321.7 2.73 1VT T 21.6 0.21018 PF 4.54 17.62 PT 35.81 23 Bulk Jct K -factor for Cross main = 321.7/(35.81)^.5 = 53.76 RIVERTON Pipe Flow No (gpm) Bulk 07/01/02 10:38am Page 9 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations Dia (inch) HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Fitting Length Fr Loss and Dev (ft) (psi/ft) A 321.7=53.76(35.81)^.5 F 23 321.7 4.03 2VE T A F 24 321.7 4.03 1VE T A F 25 321.7 4.03 2VE T Riser 89.0 13.6 102.6 0.03175 1.5 6.8 8.3 12.0 13.6 25.6 PT PE PF PT PE 0.03175 PF PT PE 0.03175 PF PT A 10.0 PT F 24.0 PE 26 321.7 4.03 1GV 1ALV T 34.0 0.03175 PF PT Under ground A 150.0 PT 13.9 PE 163.9 0.04071 PF PT F 27 321.7 4.10 2UE 1GV T 1UT1 Press (psi) Hyd Vel Ref (fps) Notes C = 120 35.81 23 CM 0.00 3.26 8.11 39.07 24 -0.65 (EL= -1.50 ft) 0.26 8.11 38.68 25 0.00 0.81 8.11 39.49 26 Top of Riser C = 120 39.49 26 Top of Riser 4.33 (EL= 10.00 ft) 1.08 8.11 44.90 27 B.O.R. 44.90 27 0.00 6.67 7.82 51.57 28 C = 100 B.O.R. Supply Jct Hose = 100.0 gpm at Hyd Ref Pt. 28 for a total flow of 421.7 gpm. Available flow at 51.57 psi is 1041.3 gpm which is 619.6 gpm from curve. Supply pressure available with 421.7 gpm flowing is 82.78 psi, thus system requirement is 31.21 psi below supply curve. (37.7%) RIVERTON 07/01/02 10:38am Page 10 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Node Detail Discharge Pressure Outlet Elevation (psi) K -Value Source (ft) Comments Node (gpm) 1 19.5 12.13 Orif= 5.60 5.50 2 14.8 7.00 Orif= 5.60 5.50 3 14.8 6.63 K= 5.75 DR2 6.50 4 14.8 6.63 K= 5.75 DR2 6.50 5 19.5 11.80 K= 5.68 DR1 6.50 6 20.3 12.82 K= 5.68 DR1 6.50 7 23.4 16.62 K= 5.75 DR2 6.50 8 19.5 11.80 K= 5.68 DR1 6.50 9 20.3 12.82 K= 5.68 DR1 6.50 10 22.2 16.19 K= 5.52 A01 6.50 11 14.8 6.63 K= 5.75 DR2 6.50 12 15.5 7.31 K= 5.75 DR2 6.50 13 17.8 9.63 K= 5.75 DR2 6.50 14 14.8 6.63 K= 5.75 DR2 6.50 15 15.5 7.24 K= 5.75 DR2 6.50 16 17.0 9.32 K= 5.58 AO2 6.50 17 - 18.96 6.50 18 - 19.08 6.50 19 - 19.42 6.50 20 - 20.35 6.50 21 - 22.07 6.50 22 - 32.13 6.50 23 - 35.81 8.50 24 - 39.07 8.50 25 - 38.68 10.00 26 - 39.49 10.00 27 - 44.90 0.00 28 100.0 51.57 Hose Supply 0.00 RIVERTON 07/01/02 10:38am Page 11 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.09 1.0 1.0 -1.00 19.5 0.1045 0.10 6.7 1 5 12.13 11.80 2 1.09 1.0 1.0 -1.00 14.8 0.0628 0.06 5.1 2 3 7.00 6.63 3 1.09 2.8 8.8 0.00 14.8 0.0627 0.55 5.1 3 10 6.63 16.19 Fit= 6.0 1T 4 1.09 0.5 6.5 0.00 14.8 0.0627 0.40 5.1 4 16 6.63 9.32 Fit= 6.0 1T 5 1.09 9.8 9.8 0.00 19.5 0.1044 1.02 6.7 5 6 11.80 12.82 6 1.09 9.7 9.7 0.00 39.8 0.3913 3.80 13.8 6 7 12.82 16.62 7 1.42 2.4 9.2 0.00 63.3 0.2541 2.34 12.9 7 17 16.62 18.96 Fit= 6.8 1T 8 1.09 9.8 9.8 0.00 19.5 0.1044 1.02 6.7 8 9 11.80 12.82 9 1.09 8.6 8.6 0.00 39.8 0.3913 3.37 13.8 9 10 12.82 16.19 10 1.42 3.5 10.3 0.00 62.1 0.2452 2.53 12.6 10 18 16.19 19.08 Fit= 6.8 1T 11 1.09 10.8 10.8 0.00 14.8 0.0627 0.68 5.1 11 12 6.63 7.31 12 1.09 9.8 9.8 0.00 30.3 0.2365 2.32 10.5 12 13 7.31 9.63 13 1.42 3.5 10.3 0.00 48.2 0.1535 1.58 9.8 13 19 9.63 19.42 Fit= 6.8 1T 14 1.09 9.8 9.8 0.00 14.8 0.0627 0.61 5.1 14 15 6.63 7.24 15 1.09 8.8 8.8 0.00 30.3 0.2356 2.07 10.5 15 16 7.24 9.32 16 1.42 3.5 10.3 0.00 47.3 0.1484 1.53 9.6 16 20 9.32 20.35 Fit= 6.8 1T 17 2.73 12.0 12.0 0.00 63.3 0.0104 0.12 3.5 17 18 18.96 19.08 18 2.73 9.0 9.0 0.00 126.0 0.0371 0.33 6.9 18 19 19.08 19.42 19 2.73 11.8 11.8 0.00 189.5 0.0789 0.93 10.4 19 20 19.42 20.35 20 2.73 12.7 12.7 0.00 254.2 0.1360 1.73 13.9 20 21 20.35 22.07 21 2.73 21.7 47.8 0.00 321.7 0.2102 10.06 17.6 21 22 22.07 32.13 Fit= 26.2 1VE 1VT RIVERTON 07/01/02 10:38am Page 12 Fireguard Sprinkler Systems, Inc. Seattle Sprinkler Systems Hydraulic Flow Calculations HIGHLINE HOSPITAL RIVERTON CAMPUS BASEMENT 12844 MILITARY ROAD SOUTH - TUKWILA Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 2.73 2.0 21.6 -2.00 321.7 0.2102 4.54 17.6 22 23 32.13 35.81 Fit= 19.6 1VT 23 4.03 89.0 102.6 0.00 321.7 0.0317 3.26 8.1 23 24 35.81 39.07 Fit= 13.6 2VE 24 4.03 1.5 8.3 -1.50 321.7 0.0317 0.26 8.1 24 25 39.07 38.68 Fit= 6.8 1VE 25 4.03 12.0 25.6 0.00 321.7 0.0317 0.81 8.1 25 26 38.68 39.49 Fit= 13.6 2VE 26 4.03 10.0 34.0 10.00 321.7 0.0317 1.08 8.1 26 27 39.49 44.90 Fit= 24.0 1GV LALV 27 4.10 150.0 163.9 0.00 321.7 0.0407 6.67 7.8 27 28 44.90 51.57 Fit= 13.9 2UE 1GV 1UT1 Apr 03 06 10:28a JOB N0. NAME LOCATION_ NOZZLE TYPE & CATION 1,04 474 14. MEI FLOW PIPE 1N SIZE Emerald Fire LLC 2538572059 HYDRALIC CALCULATIONS DRAWING NO. 21 4:42 FITTING PIPE EQUIV, FRICTION AND LENGTH LOSS DEVICES P.S.1.iFT LGTH. 2. REQUIRED SHEET NO, / ❑F - BY p.2 DATE 4-4,�� T Za_rs ELEV. °2275 y-* ° 74-4- > ° 31.3 4-o Q171 -S z TH. TOT. p, 2.0 .7 rii LGTH. FTG. TOT. LGTH. FTG. TOT. 1111111101111 _ammo� umrzimmrmmir wwzmnrei iiiiiiiiiiiiiiiiiiiiii Ammymnim alum — mmis.T z °7Q3 •A /L+ _ LGTH, S •a r1I QZST.z 3 _________. ,a73 TOT. SG. A 10 T . 3 -p Q�`�-Z Z Zs FT . 3z ..:3, .U� 22 2LL= TOT. 245-.4> Q t F T❑T. LGTH. NOTES z .1S fes 211Ericv. .11110111111.111111111111111.1 PT MPT irmailarM PF PE Ammo PT PF PE PT mow J1' • C)4- .1 . ` , Ar jC iS, 1E -1x1 dor p01t.b, PT PF P �_ • . OM ailielh000001000ii 0 ion ill10111iii1iiitiipp2-2124lill1i1ll51"1111ild1Mgiiii4ii1ll1i11111N N:W11111111141.1111il1:1l11IDo115 1• 110111l10111111111111111E1111111 1 r itt_41 !An 4:1THLI. LL SEM IP ;IiI i TT • ( LU u) • Apr 03 06 10:28a JOB NAME._ LOCATION_ %Z NOZZLE TYPE 8 LOCATION FLOW IN MM. INIMM9'./ ■ PIPE SIZE Emerald Fire LLC 2538572059 HYDRALIC CALCULATION' p.3 DRAWING NO. J.22 SHEET NO. 3 UF 7 %4/'2_ C22.1j7c, A1i4/7, # ' FITTING AND DEVICES INIMMEIMII TOT. - BY DAT FRICTION LOSS REQUIRED P.S.I. 3 - -to r�IJC7 ij�l /% -. --/� 24y'� • EL E V, R4. //z.- -3 LGTH. -o MIN u Z. 7 L) 0-_ ozz, �z. ¢- zo. 0 6 s rommiwarnirir TAW 31V` :i ii MIIIIIIIIIIMIIIII MIMS nmerileworxi t "� ,.._______mimplog esistin Ta ilaimilill ___ TOT. Zz- Z2. 0/ZO•Z/ 34.. 0 Zz.z 431 G o Z¢. 04 / TOT TOT. �fRiii. fieri -_-��TOT. /Han LGTH, 1-b .�..r • TO zreeimmusimm =WM o 3- 0S-6 .s � °la 7 13 ______[21.0.12 I z.3 ....�+��� TOT. TOT./ TOT. F T(. TOT. / -7 L ThJ I.L, z TOT, -$-i - 34-5- •=01 _zq .f 4- /zG PT Z PF PT PF pE MEM G3 1211010,1111113-z74.7,::/// SwilianarriOn or !MI WC P T 74`\TA111111{M Ifs.UQ: kamm a 0 0,344G zz_� - 24-Z. M1 41.34- Apr 03 06 10:31a JOB NO. NAME Emerald Fire LLC 2538572059 HYDRALIC CALCULATIONS DRAWING NO, Z.4.123 FZ //// SHEET Na T ❑F 7 LJ�pj� 44Z1401Z C4v LOCATION 12$¢¢ % bl.17-44-g`. 'ate! b - TU,z-uf"i4z,¢. NOZZLE TYPE & OCATION FLOW PIPE FITTING PIPE EQUIV, IN SIZE AND LENGTH G,P.M. DEVICES LGTH. FTG TOT, L TH.2 ,p TOT, 3.v LGTH. 2. FTG. TOT,0:0 /0 �2fZ Frr a ZT ✓ TOT. ZGS_n � STH TOT, LGTH. FTG, T❑T, LGTH. FTG. TOT, BY DATE 3-z+-4 p.4 FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REF PT. PT PE PT PT PE P PF PE 1 Apr 03 OG 10:31a Emerald Fire LLC 2538572059 p,5 HYDRALIC CALCULATIONS • JOB NO, DRAWING Na P# ,/ ! C4 p v s'�1 4# zaiz 4.t -D)4 cG NAME LOCATION )z / !11/74R'y d1f b - NOZZLE FLOW PIPE TYPE & IN SIZE OCATION G.P.M. 4 o 41-5 FITTING PIPE EQUIV. FRICTION AND LENGTH LOSS DEVICES P.S.I./FT SHEET NO 4 OF 7 BY s' 25 el4 DATE REQUIRED HYD. P.S.I. REF PT. ELEV. /5 FTG. TOT, LGTH. T TOT. -a PT 73 z_ PE FT TOT. Q Q r9.s / • 2.4.-7 4'4 Q 1-•,& Z / ° Q Q aZ_G Z 04 QJ &S z 47- 4-4,04 274, z QZ/¢.Z •Z._ LGTH, TZ - T TOT, / LGTH, FTG. ,.o TOT. q LGTH. FTG. TOT. L) 17-1/ TOT. /b .v L TH. D 2 FT Za_a TOT. 3E,- Di T 17-1/ E /e1764 TOT. LGTH, L}r _ p --10-7- 4777E-- LGTH. FTG. TOT. TH FTG. TOT. 0 <-fuflzanE11ciII[41111s 1 July 2015 Clark Potter Northwest Fire Systems 7815 S. 180th Street Kent, WA 98032 RE: Cascade Behavioral Hospital 2nd Floor Conversion 12844 Military Road South, Tukwila, WA Independent Third Party Review — Fire Sprinkler System Dear Mr. Potter: Tuazon Engineering, PLLC 4322 NE 7th Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. The following was reviewed: • Fire Sprinkler Sheets 1 through 4 dated 5/1/2015 • Fire Sprinkler Hydraulic Calculations • Fire Sprinkler Material Submittals The documents were reviewed for compliance with 2013 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems (Ordinance No. 2436). Drawings indicates new sprinkler pipe and quick response sprinkler heads installed on an Ordinary Hazard Group I design on the 2"d floor in a tenant improvement project. I have found the fire sprinkler design to be acceptable with the following comments and corrections: 1. The Sprinkler Head Chart on sheets 1, 2, and 3 indicate Globe sprinklers, but the product data submittal includes Tyco Series TY -FRB sprinklers. Coordinate and correct the submittal so the chart matches the material data. 2. The flow test data on sheet 1 is cut-off and unreadable. Revise so that the text can be read. 3. The graphic scale on sheets 1 and 2 is incorrect and does not match the dimensions shown on the floor plans. Correct the drawing and scale as required. 4. The hydraulic nodes are cut-off and unreadable at the top of sheet 1 at gridline NA. Revise so they can be read. 5. Provide Wash. Certificate of Competency stamp on the hydraulic calculations as required by WAC 212-80- 083. A resubmittal to Tuazon Engineering is not required provided the above are corrected and resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric(a.tuazon.com with any questions regarding this review. Cascade Behavioral Hospital 2nd Floor Conversion Third Party Review — Fire Sprinkler Systems 1 July 2015 Page 2 Respectfully, TUAZON ENGINEERING, PLLC Eric P. Tuazon, PE Fire Protection Engineer CUsweEridOntOriselCorreany Fiesta l S Piga W11015,15 M4 Re Swlems -TUaia Caoude BeMlvN112015-7.1 Imam 1pHdQ rtrMr.Amr $ i.OZ/9/9 ales Copyright © 2002-2011 Tyco Fire Protection Products File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ • zZ-10 3 m S� (� O� nh lsz ✓ 34 Z In_ N.) N z 0 • r m1s n •2 4 • 0 • (MH) puewaa 0 x Aouednzoo 1/40 3 Ja;eM 1e3a1 c C m 3 pJ 0 fD• 3 3 • • C 0 3 Tcs. 0 0 it 0 3 oOie 3m • 3 " o e� n 3 0 seem ubisea Project Name : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION n ^r C r 0 z N C a HYDRAULIC CALCULATIONS for Job Information Project Name : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Contract No. : City: TUKWILA, WA 98168 Project Location: 12844 MILITARY ROAD SOUTH Date: 5/6/2015 Contractor Information Name of Contractor: NORTHWEST FIRE SYSTEMS Address: 7815 SOUTH 180TH STREET Phone Number: 206-772-7502 Name of Designer: Authority Having Jurisdiction: TUKWILA City: KENT, WA 98032 E-mail: Design Remote Area Name 4 Remote Area Location NW WING Occupancy Classification OH GP 1 Density (gpm/ft2) 0.15 Area of Application (ft2) 1159 Coverage per Sprinkler (ft2) 127 Number of Calculated Sprinklers 11 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 467.5 Pressure at Source (psi) 38.1 Type of System Wet Volume - Entire System (gal) 768.8 gal Water Supply Information Date Location Source 05-04-2015 FRONTAGE MILITARY ROAD W1 Notes File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Date 5/6/2015 Copyright © 2002-2011 Tyco Fire Protection Products Page 2 S1.03/9/9 alga Copyright © 2002-2011 Tyco Fire Protection Products $As'£993L 4 Nnu\dwomookelepdde\WI>iSod >ICIN\siesnvo :elid C D. 3▪ 9 N co a3 a� <° ap sti cD c 51 N▪ a 3INa I; ' O. Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION � Z . _ o a a CD CD rI- SD w CT Cr CD m 00 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Hydraulic Analysis for : 4 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (Ib•s/ft2) Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 84 2500 20 Hoses Inside Hose Flow (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 250 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) 217.5 0 0 Total Sprinkler Flow (gpm) 217.5 Other Required Margin of Safety (psi) 0 W1 - Pressure (psi) 38.1 W1 - Flow (gpm) 217.5 Demand w/o System Pump(s) N/A Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 4 91.0Z/9/9 °lea Copyright © 2002-2011 Tyco Fire Protection Products File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Pressure, psi C31 0) V 1 r I s 0) c co 3 F Q P- 0 cn2 O CD Ammr Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 84 S2 Supply point #2 - Residual 2500 20 D1 Elevation Pressure 0 3 D2 System Demand 217.5 38.1 D3 System Demand + Add.Out.Hose 467.5 38.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm)Pressure (psi)@ Flow (gpm) Supply 82.4 338.2 43 467.5 Open Heads Head Ref. Head Type Coverage K -Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 400 Overhead Sprinkler 100 5.6 0.15 15 7.2 0.204 20.4 13.3 401 Overhead Sprinkler 90 5.6 0.15 13.5 7 0.227 20.4 13.3 402 Overhead Sprinkler 90 5.6 0.15 13.5 7 0.229 20.6 13.5 403 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.161 20.4 13.3 404 Overhead Sprinkler 125 5.6 0.15 18.8 11.2 0.15 18.8 11.2 405 Overhead Sprinkler 120 5.6 0.15 18 10.3 0.157 18.9 11.3 406 Overhead Sprinkler 75 5.6 0.15 11.3 7 0.259 19.4 12 407 Overhead Sprinkler 120 5.6 0.15 18 10.3 0.159 19 11.6 408 Overhead Sprinkler 125 5.6 0.15 18.8 11.2 0.154 19.2 11.8 409 Overhead Sprinkler 127 5.6 0.15 19.1 11.6 0.164 20.9 13.9 410 Overhead Sprinkler 60 5.6 0.15 9 7 0.326 19.6 12.2 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 6 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev Type Hgroup K -Fact. Open/Closed Discharge Overdischarge Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge ft gpm/psiVz gpm gpm ft2 gpm/ft2 psi psi psi gpm 404 Overhead Sprinkler 5.6 18.8 125 11.2 11.2 8 HEAD Open 0 0.15 -3 18.8 405 Overhead Sprinkler 5.6 18.9 120 11.3 10.3 8 HEAD Open 0.9 0.157 -3 18 407 Overhead Sprinkler 5.6 19 120 11.6 10.3 8 HEAD Open 1 0.159 -3 18 408 Overhead Sprinkler 5.6 19.2 125 11.8 11.2 8 HEAD Open 0.5 0.154 -3 18.8 406 Overhead Sprinkler 5.6 19.4 75 12 7 8 HEAD Open 8.1 0.259 -3 11.3 410 Overhead Sprinkler 5.6 19.6 60 12.2 7 8 HEAD Open 10.6 0.326 -3 9 403 Overhead Sprinkler 5.6 20.4 127 13.3 11.6 8 HEAD Open 1.4 0.161 -3 19.1 400 Overhead Sprinkler 5.6 20.4 100 13.3 7.2 8 HEAD Open 5.4 0.204 -3 15 401 Overhead Sprinkler 5.6 20.4 90 13.3 7 8 HEAD Open 6.9 0.227 -3 13.5 402 Overhead Sprinkler 5.6 20.6 90 13.5 7 8 HEAD Open 7.1 0.229 -3 13.5 409 Overhead Sprinkler 5.6 20.9 127 13.9 11.6 8 HEAD Open 1.8 0.164 -3 19.1 722 Node 11.3 8.42 NODE -3.2 707 Node 11.4 8.42 NODE -3.2 682 Node 11.5 9 NODE -3.5 693 Node 11.7 9 NODE -3.5 714 Node 12.1 8.42 NODE -3.2 692 Node 12.1 9 NODE -3.5 719 Node 12.8 10.33 NODE -4 653 Node 13.4 8.42 NODE -3.2 660 Node 13.4 8.42 NODE -3.2 652 Node 13.7 8.42 NODE -3.2 011 Node 13.8 9 NODE -3.5 0646 Node 14.3 8.42 NODE -3.2 641 Node 14.4 8.42 NODE -3.2 637 Node 14.4 8.42 NODE -3.2 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 7 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev Type Hgroup K -Fact. Open/Closed Discharge Overdischarge Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge ft gpm/psis/z gpm gpm ft2 gpm/ft2 psi psi psi gpm 709 Node 14.4 8.42 NODE -3.2 0624 Node 14.4 9 NODE -3.5 644 Node 14.7 8.42 NODE -3.2 600 Node 14.7 8.42 NODE -3.2 688 Node 14.8 9 NODE -3.5 601 Node 14.9 8.42 NODE -3.2 0653 Node 15.3 8.42 NODE -3.2 690 Node 15.6 9 NODE -3.5 961 Node 16.1 8.42 NODE -3.2 905 Node 16.2 8.42 NODE -3.2 717 Node 16.4 10.33 NODE -4 962 Node 16.7 8.42 NODE -3.2 613 Node 17 8.42 NODE -3.2 581 Node 17.1 9 NODE -3.5 879 Node 17.1 10.33 NODE -4 875 Node 17.4 9.5 NODE -3.7 670 Node 17.4 10.33 NODE -4 656 Node 17.4 10.33 NODE -4 024 Node 17.5 10.33 NODE -4 657 Node 17.5 10.33 NODE -4 779 Node 17.5 10.33 NODE -4 658 Node 17.5 10.33 NODE -4 659 Node 17.5 10.33 NODE -4 025 Node 17.5 10.33 NODE -4 686 Node 17.5 10.33 NODE -4 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 8 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev Type Hgroup K -Fact. Open/Closed Discharge Overdischarge Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge ft gpm/psi1/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 030 Node 17.5 10.33 NODE -4 580 Node 17.5 9 NODE -3.5 031 Node 17.6 10.33 NODE -4 617 Node 17.6 8.42 NODE -3.2 032 Node 17.6 10.33 NODE -4 646 Node 18.2 8.42 NODE -3.2 022 Node 18.2 8.42 NODE -3.2 023 Node 18.3 8.42 NODE -3.2 667 Node 18.3 8.42 NODE -3.2 654 Node 18.3 8.42 NODE -3.2 662 Node 18.3 8.42 NODE -3.2 776 Node 18.3 8.42 NODE -3.2 684 Node 18.3 8.42 NODE -3.2 674 Node 18.3 8.42 NODE -3.2 675 Node 18.3 8.42 NODE -3.2 680 Node 18.3 8.42 NODE -3.2 731 Node 18.4 8.29 NODE -3.2 732 Node 18.4 8.29 NODE -3.2 698 Node 18.5 8 NODE -3 041 Node 19.9 10.33 NODE -4 046 Node 22.7 9.71 NODE -3.8 057 Node 28.2 8.67 NODE -3.3 059-0 Node 28.3 8.67 NODE -3.3 059-I Node 28.4 8.67 NODE -3.3 044-0 Node 32.6 0.84 NODE 0.1 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright© 2002-2011 Tyco Fire Protection Products Page 9 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev Type Hgroup K -Fact. Open/Closed Discharge Overdischarge Coverage Density Tot. Pres. Elev. Pres. Req. Pres. Req. Discharge ft gpm/psi'�z gpm gpm ft2 gpm/ftz psi psi psi gpm 064-0 Node 35.2 -6.3 NODE 3.2 064-I Node 35.7 -7.3 NODE 3.6 065-0 Node 36.2 -8.34 NODE 4 065-I Node 36.5 -9.21 NODE 4.4 044-I Node 38.1 1 NODE 0 045-0 Node 38.1 1 NODE 0 045-I Node 38.1 1 NODE 0 W1 Supply 38.1 1 SUPPLY -217.5 0 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Date 5/6/2015 Copyright © 2002-2011 Tyco Fire Protection Products Page 10 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 722 (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 404 8 5.6 18.8 1 1x(us.90)=2.38 0.42 120 11.2 722 8.42 18.8 1.087 2.38 0.0968 -0.2 2.8 0.3 722 8.42 0 1 lx(us.Tee-Br)=5.76 25 120 11.3 709 8.42 18.8 1.08 5.76 0.0998 0 30.76 3.1 709 8.42 5.1 1.25 4x(us.90)=14.86 8.77 120 14.4 0653 8.42 23.9 1.442 14.86 0.0382 0 23.63 0.9 0653 8.42 19.4 1.25 7.29 120 15.3 961 8.42 43.3 1.442 0 0.1149 0 7.29 0.8 961 8.42 0 1.25 lx(us.90)=3.31 1 120 16.1 962 8.42 43.3 1.408 3.31 0.129 0 4.31 0.6 962 8.42 0 1.5 lx(us.90)=4.36 4.67 120 16.7 717 10.33 43.3 1.639 4.36 0.0616 -0.8 9.03 0.6 717 10.33 20.4 1.5 lx(us.Tee-Br)=8.73 1.24 120 16.4 032 10.33 63.7 1.639 8.73 0.1261 0 9.97 1.3 032 10.33 74 2.5 4x(us.90)=32.95 10.89 120 17.6 041 10.33 137.7 2.635 32.95 0.0521 0 43.84 2.3 041 10.33 79.8 2.5 2x(us.90)=16.47 3.92 120 19.9 046 9.71 217.5 2.635 16.47 0.1214 0.3 20.39 2.5 046 9.71 0 3 5x(us.90)=47.04 71.81 120 22.7 057 8.67 217.5 3.26 47.04 0.0431 0.5 118.84 5.1 057 8.67 0 5 lx(us.90)=15.16 6.34 120 28.2 059-0 8.67 217.5 5.295 15.16 0.0041 0 21.5 0.1 059-0 8.67 0 5 0.18 0 28.3 Btfly]PL 059-I 8.67 217.5 0 0 0.2819 0 0.18 0.1 059-I 8.67 0 5 3x(us.90)=45.47 33.9 120 28.4 064-0 -6.3 217.5 5.295 45.47 0.0041 6.5 79.38 0.3 064-0 -6.3 0 6 1 0 35.2 AV -1 Check 064-I -7.3 217.5 0 0 0.0746 0.4 1 0.1 064-I -7.3 0 6 1.04 120 35.7 065-0 -8.34 217.5 6.357 0 0.0017 0.5 1.04 0 065-0 -8.34 0 6 0.88 0 36.2 Gate A2360 065-I -9.21 217.5 0 0 0.0029 0.4 0.88 0 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 11 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 044-0 (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) AmesM200H Path No: 1 065-I 044-0 -9.21 0.84 5.6 0 217.5 6 6.275 1x(us.Tee-Br)=47.09 lx(elbow.22.5)=5.49 lx(us.45)=10.99 2x(us.90)=43.95 206.74 107.53 314.27 140 0.0013 36.5 -4.4 0.4 044-0 0.84 0 6 3.5 0 32.6 AmesM200H 044-I 1 217.5 0 0 1.5936 -0.1 693 9 0 1 lx(us.Tee-Br)=5.76 3.5 120 5.6 044-I 1 0 6 5.36 140 38.1 045-0 1 217.5 6.275 0 0.0013 0 688 9 20.2 1.25 5.36 120 0 045-0 1 0 6 0.87 0 38.1 Gate A2360 045-I 1 217.5 0 0 0.0029 0 690 9 19.6 1.25 0.87 120 0 045-I 1 0 6 1.36 140 38.1 W1 1 217.5 6.275 0 0.0013 0 581 9 0 1.25 1.36 120 0 W1 38.1 Path No: 2 408 8 5.6 19.2 1 lx(us.90)=2.38 1 120 11.8 693 9 19.2 1.087 2.38 0.1012 -0.4 3.38 0.3 693 9 0 1 lx(us.Tee-Br)=5.76 24 120 11.7 688 9 19.2 1.08 5.76 0.1044 0 29.76 3.1 688 9 20.2 1.25 8.77 120 14.8 690 9 39.4 1.442 0 0.0966 0 8.77 0.8 690 9 19.6 1.25 7 120 15.6 581 9 58.9 1.442 0 0.2038 0 7 1.4 581 9 0 1.25 2 120 17.1 580 9 58.9 1.408 0 0.2289 0 2 0.5 580 9 20.9 1.5 lx(us.Tee-Br)=8.73 2.58 120 17.5 041 10.33 79.8 1.639 lx(us.90)=4.36 13.09 0.1914 -0.6 15.67 3 041 19.9 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright© 2002-2011 Tyco Fire Protection Products Page 12 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Path No: 3 405 8 5.6 18.9 1 lx(us.90)=2.38 0.42 120 11.3 707 8.42 18.9 1.087 lx(us.Tee-Br)=5.76 2.38 0.0978 -0.2 0624 9 19 1.08 2.8 0.1027 0.3 707 8.42 0 1 lx(us.Tee-Br)=5.76 23 120 11.4 0646 8.42 18.9 1.08 5.76 0.101 0 688 9 20.2 1.442 28.76 0.028 2.9 0646 8.42 -5.1 1.25 lx(us.Tee-Br)=7.43 15.34 120 14.3 600 8.42 13.8 1.442 7.43 0.0138 0 22.77 0.3 600 8.42 -1.1 1.25 lx(us.Tee-Br)=7.43 10.88 120 14.7 601 8.42 12.6 1.442 7.43 0.0117 0 18.31 0.2 601 8.42 21.2 1.25 2x(us.Tee-Br)=14.86 14.89 120 14.9 613 8.42 33.8 1.442 14.86 0.0727 0 29.75 2.2 613 8.42 -13.5 1.25 lx(us.Tee-Br)=7.43 11.81 120 17 617 8.42 20.3 1.442 7.43 0.0283 0 19.24 0.5 617 8.42 -8.8 1.25 lx(us.90)=3.72 52.63 120 17.6 022 8.42 11.5 1.442 lx(us.Tee-Br)=7.43 11.15 0.0098 0 63.78 0.6 022 8.42 0 1.25 1x(us.90)=3.31 1 120 18.2 023 8.42 11.5 1.408 3.31 0.0111 0 4.31 0.0 023 8.42 0 1.5 1x(us.90)=4.36 1.92 120 18.3 024 10.33 11.5 1.639 4.36 0.0053 -0.8 6.28 0.0 024 10.33 0 2 4 120 17.5 025 10.33 11.5 2.104 0 0.0016 0 4 0 025 10.33 5.7 2.5 4x(us.90)=32.95 11.33 120 17.5 030 10.33 17.2 2.635 32.95 0.0011 0 44.28 0.0 030 10.33 13.5 2.5 12.72 120 17.5 031 10.33 30.7 2.635 0 0.0032 0 12.72 0.0 031 10.33 43.3 2.5 5.89 120 17.6 032 10.33 74 2.635 0 0.0165 0 5.89 0.1 032 17.6 Path No: 4 407 682 8 9 5.6 19 19 1 1.087 lx(us.90)=2.38 1 2.38 3.38 120 0.0995 11.6 -0.4 0.3 682 9 0 1 lx(us.Tee-Br)=5.76 23 120 11.5 0624 9 19 1.08 5.76 0.1027 0 28.76 3 0624 9 1.1 1.25 13.29 120 14.4 688 9 20.2 1.442 0 0.028 0 13.29 0.4 688 14.8 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 13 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Path No: 5 403 8 5.6 20.4 1 lx(us.90)=2.38 2.33 120 13.3 719 10.33 20.4 1.087 lx(us.Tee-Br)=5.76 2.38 0.1135 -1 637 8.42 20.4 1.08 4.71 0.1166 0.5 719 10.33 0 1 lx(us.Tee-Br)=5.76 24.5 120 12.8 717 10.33 20.4 1.08 5.76 0.1172 0 601 8.42 21.2 1.442 30.26 0.0306 3.5 717 16.4 Path No: 6 409 8 5.6 20.9 1 lx(us.90)=2.38 1 120 13.9 011 9 20.9 1.087 lx(us.Tee-Br)=5.76 2.38 0.1178 -0.4 637 8.42 20.4 1.08 3.38 0.1166 0.4 011 9 0 1 lx(us.Tee-Br)=5.76 24.5 120 13.8 580 9 20.9 1.08 5.76 0.1216 0 601 8.42 21.2 1.442 30.26 0.0306 3.7 580 17.5 Path No: 7 406 8 5.6 19.4 1 lx(us.90)=2.38 0.42 120 12 714 8.42 19.4 1.087 lx(us.Tee-Br)=5.76 2.38 0.1031 -0.2 637 8.42 20.4 1.08 2.8 0.1166 0.3 714 8.42 0 1 lx(us.Tee-Br)=5.76 24 120 12.1 0653 8.42 19.4 1.08 5.76 0.1063 0 601 8.42 21.2 1.442 29.76 0.0306 3.2 0653 15.3 Path No: 8 410 8 5.6 19.6 1 lx(us.90)=2.38 1 120 12.2 692 9 19.6 1.087 lx(us.Tee-Br)=5.76 2.38 0.1046 -0.4 637 8.42 20.4 1.08 3.38 0.1166 0.4 692 9 0 1 lx(us.Tee-Br)=5.76 26.74 120 12.1 690 9 19.6 1.08 5.76 0.108 0 601 8.42 21.2 1.442 32.5 0.0306 3.5 690 15.6 Path No: 9 400 660 8 8.42 5.6 20.4 20.4 1 1.087 lx(us.90)=2.38 0.42 2.38 2.8 120 0.113 13.3 -0.2 0.3 660 8.42 0 1 lx(us.Tee-Br)=5.76 2.52 120 13.4 637 8.42 20.4 1.08 5.76 0.1166 0 8.28 1 637 8.42 0.8 1.25 16.7 120 14.4 601 8.42 21.2 1.442 0 0.0306 0 16.7 0.5 601 14.9 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 14 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Path No: 10 401 8 5.6 20.4 1 lx(us.90)=2.38 0.42 120 13.3 653 8.42 20.4 1.087 2x(us.90)=6.62 2.38 0.113 -0.2 879 10.33 13.5 1.408 2.8 0.0149 0.3 653 8.42 0 1 lx(us.Tee-Br)=5.76 2.52 120 13.4 641 8.42 20.4 1.08 lx(us.Tee-Br)=5.76 5.76 0.1166 0 030 10.33 13.5 1.08 8.28 0.0541 1 641 8.42 -0.8 1.25 11 120 14.4 644 8.42 19.6 1.442 0 0.0266 0 11 0.3 644 8.42 20.6 1.25 lx(us.90)=3.72 11.93 120 14.7 905 8.42 40.2 1.442 3.72 0.1004 0 15.64 1.6 905 8.42 0 1.25 lx(us.Tee-Br)=6.62 5.92 120 16.2 031 10.33 40.2 1.408 2x(us.90)=6.62 13.23 0.1128 -0.8 19.15 2.2 031 17.6 Path No: 11 402 8 5.6 20.6 1 lx(us.90)=2.38 0.42 120 13.5 652 8.42 20.6 1.087 2x(us.90)=6.62 2.38 0.1151 -0.2 879 10.33 13.5 1.408 2.8 0.0149 0.3 652 8.42 0 1 lx(us.Tee-Br)=5.76 2.52 120 13.7 644 8.42 20.6 1.08 lx(us.Tee-Br)=5.76 5.76 0.1188 0 030 10.33 13.5 1.08 8.28 0.0541 1 644 14.7 Path No: 12 0646 8.42 0 1.25 1x(us.Tee-Br)=7.43 2x(us.90)=7.43 13.29 120 14.3 709 8.42 5.1 1.442 2x(us.90)=6.62 0 0.0022 0 879 10.33 13.5 1.408 13.29 0.0149 0.0 709 14.4 Path No: 13 600 0624 8.42 9 0 1.1 1.25 1.442 1x(us.Tee-Br)=7.43 2x(us.90)=7.43 24.06 14.86 38.92 120 0.0001 14.7 -0.3 0 0624 14.4 Path No: 14 613 875 8.42 9.5 0 13.5 1.25 1.442 2x(us.90)=7.43 52.99 7.43 60.42 120 0.0132 17 -0.5 0.8 875 9.5 0 1.25 2x(us.90)=6.62 3 120 17.4 879 10.33 13.5 1.408 6.62 0.0149 -0.4 9.62 0.1 879 10.33 0 1 lx(us.Tee-Br)=5.76 1 120 17.1 030 10.33 13.5 1.08 5.76 0.0541 0 6.76 0.4 030 17.5 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 15 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Path No: 15 617 8.42 0 1.25 4x(us.Tee-Br)=29.73 66.58 120 17.6 646 8.42 8.8 1.442 lx(us.90)=3.72 33.44 0.0061 0 100.02 0.6 646 8.42 -4.1 1.25 4x(us.90)=14.86 24.19 120 18.2 654 8.42 4.7 1.442 14.86 0.0019 0 39.06 0.1 654 8.42 0 1.25 2x(us.90)=6.62 3.92 120 18.3 656 10.33 4.7 1.408 6.62 0.0021 -0.8 10.53 0.0 656 10.33 0 1.5 lx(us.Tee-Br)=8.73 2 120 17.4 657 10.33 4.7 1.639 8.73 0.001 0 10.73 0.0 657 10.33 -1 2.5 5.62 120 17.5 658 10.33 3.8 2.635 0 0.0001 0 5.62 0 658 10.33 3.3 2.5 8.25 120 17.5 025 10.33 7.1 2.635 0 0.0002 0 8.25 0 025 10.33 -5.7 1.5 3x(us.90)=13.09 5.23 120 17.5 686 10.33 1.4 1.639 13.09 0.0001 0 18.32 0 686 10.33 0 1.25 lx(us.90)=3.31 3.42 120 17.5 684 8.42 1.4 1.408 3.31 0.0002 0.8 6.72 0 684 8.42 0 1.25 1x(us.Tee-Br)=7.43 25.26 120 18.3 680 8.42 1.4 1.442 7.43 0.0002 0 32.69 0 680 8.42 0.4 1.25 1x(us.Tee-Br)=7.43 22.24 120 18.3 698 8 1.8 1.442 3x(us.90)=11.15 18.58 0.0003 0.2 40.82 0.0 698 8 1.3 1.25 3x(us.90)=11.15 44.83 120 18.5 731 8.29 3.1 1.442 1x(us.Tee-Br)=7.43 18.58 0.0009 -0.1 63.4 0.1 731 8.29 0 1.25 lx(us.90)=3.31 1.33 120 18.4 732 8.29 3.1 1.408 3.31 0.001 0 4.64 0 732 8.29 0 1.5 lx(us.Tee-Br)=8.73 2.71 120 18.4 031 10.33 3.1 1.639 lx(us.90)=4.36 13.09 0.0005 -0.9 15.8 0 031 17.6 Path No: 16 641 8.42 0 1.25 9 120 14.4 637 8.42 0.8 1.442 0 0.0001 0 9 0 637 14.4 Date 5/6/2015 File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 16 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION PIPE INFORMATION Hydraulic Calculations Path No: 17 646 8.42 0 1.25 5x(us.90)=18.58 30.82 120 18.2 667 8.42 4.1 1.442 lx(us.90)=3.31 18.58 0.0015 0 776 8.42 1 1.408 49.4 0.0001 0.1 667 8.42 0 1.25 3x(us.90)=9.92 4.67 120 18.3 670 10.33 4.1 1.408 lx(us.Tee-Br)=7.43 9.92 0.0016 -0.8 674 8.42 1 1.442 2x(us.45)=2.48 14.59 0.0001 0.0 670 10.33 0 1 2 120 17.4 658 10.33 4.1 1.08 0 0.006 0 2 0.0 658 10.33 -3.3 1.5 lx(us.90)=4.36 0.83 120 17.5 659 10.33 0.8 1.639 4.36 0.0000 0 5.2 0 659 10.33 0 1.25 lx(us.90)=3.31 5.21 120 17.5 662 8.42 0.8 1.408 3.31 0.0001 0.8 8.52 0 662 8.42 0 1.25 lx(us.Tee-Br)=7.43 48.87 120 18.3 674 8.42 0.8 1.442 6x(us.90)=22.3 29.73 0.0001 0 78.59 0 674 8.42 1 1.25 lx(us.Tee-Br)=7.43 5.89 120 18.3 675 8.42 1.8 1.442 7.43 0.0003 0 13.32 0 675 8.42 -0.4 1.25 lx(us.Tee-Br)=7.43 45.27 120 18.3 698 8 1.3 1.442 6x(us.90)=22.3 29.73 0.0002 0.2 74.99 0.0 698 18.5 Path No: 18 657 779 10.33 10.33 0 1 1.5 1.639 1x(us.90)=4.36 0.83 4.36 5.2 120 0.0001 17.5 0 0 779 10.33 0 1.25 lx(us.90)=3.31 5.21 120 17.5 776 8.42 1 1.408 3.31 0.0001 0.8 680 18.3 8.52 0 776 8.42 0 1.25 lx(us.Tee-Br)=7.43 47.59 120 18.3 674 8.42 1 1.442 2x(us.45)=2.48 9.91 0.0001 0 57.5 0 674 18.3 Path No: 19 675 8.42 0 1.25 lx(us.Tee-Br)=7.43 20.41 120 18.3 680 8.42 0.4 1.442 lx(us.90)=3.72 11.15 0.0000 0 31.55 0 680 18.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.8 ft/s occurs in the following pipe(s): (046-041) File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Date 5/6/2015 Copyright © 2002-2011 Tyco Fire Protection Products Page 17 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 Device Graphs Pressure, psi 5.6 4.6 3.6 2.6 1.6 0.6 0 010 0 00 00 0 0 0 Row, gpm 0 0 0 N Pressure Loss Function Design Area: 4; BFP Ref.: 1392 (AmesM200H, Size = 6) 0 0 trs 5.6 psi @ 217.5 gpm 0 Date 5/6/2015 0 N 0 0 0 0 0 0 0 0 oO 0 son 0 sn 7 so N 0, 0N en Vt Row, gpm File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 18 95 - on - 81.1 psi @ 467.5 gpm (217.5 gpm -250 gpm add. out. hose) y Q. 0 7 N N W d 80 : 75 - 70 - 65 - 60 - 55- 50 " 45- 40 - 35- 30 25 20- 15 - I03 5 Pressure, psi 5.6 4.6 3.6 2.6 1.6 0.6 0 010 0 00 00 0 0 0 Row, gpm 0 0 0 N Pressure Loss Function Design Area: 4; BFP Ref.: 1392 (AmesM200H, Size = 6) 0 0 trs 5.6 psi @ 217.5 gpm 0 Date 5/6/2015 0 N 0 0 0 0 0 0 0 0 oO 0 son 0 sn 7 so N 0, 0N en Vt Row, gpm File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 18 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION y fl' 0.64 L to to d 1 a. 0.14 0.266 Pressure Loss Function Design Area: 4; Valve Ref.: 1388 (BtfIyJPL, Size = 5) Device Graphs 0.1 psi @ 217.5 gpm Row, gpm 00 Pressure Loss Function Design Area: 4; Valve Ref.: 1389 (Gate A2360, Size = 6) 00 r CO b 0\ 0 0 0 0 0 0 N M 7 vt , Date 5/6/2015 Row, gpm File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products Page 19 Job : CASCADE BEHAVIOR HOSPITAL, 2ND FLOOR CONVERSION Pressure, psi Pressure Loss Function Design Area: 4; Valve Ref.: 1390 (AV -1 Check, Size = 6) Device Graphs 3.9 3.4 - 2.9 2.4 1.9 1.4 0.9 0.4 0.766 3 N L o. 0.266 0 0 1 psi @ 217.5 gpm 0 Row, gpm 0 Pressure Loss Function Design Area: 4; Valve Ref.: 1391 (Gate A2360, Size = 6) 0 00 h 0 0 4.1 Date 5/6/2015 0 0 o v N m Row, gpm File: C:\Users\NICK ADSKIM\appdata\local\temp\RUN_1_1_2683.sv$ Copyright © 2002-2011 Tyco Fire Protection Products o '0 0 0 0 0 0' v o0 7 .., .n Page 20 a FL 4 1 TatrAC1IJ 6 M1 1 HRU E15TikJc .OLIDUIT 55CO 1) tLOOR PLA. J-- ICU CGU Nr I_Gu { lJOTES-- I MAIJuAL t'AflOt J5 AIDE TO P E wi REP At -f ADC (cL0Eiz. TO GOKIT ROL PApEL rHMJ) Ipi.}IZATIOiJ D1 TE�.ToR5 II.J II,lI�IAT11�.tC� C.IRcUIT. SYMBOL. LI6T IOIJIZAT10L1 DETEC-TOFF PYR-A LAR.M Df -4 W/D134US BASS BACK BOX ' 8' fl MALUAL, 5.rATIOLI EDWAZDS 270 5P0 BAXK5OX 'A HORLJ EDWARDS 835 DAW BACKDox 'g' LIGHT EDWAKb5 890 RDA. Dt \c KBO /' 'C' WATER rLOW SWIYcH - BY OTHERS SPRI fJE&l.ETAN\PER BY OTHERS, �vW EIJD Or 1...JUE RES15TOR UAtri-rY-- P- *14 --,-- -- - - COI`1DUcTOR--5 IL.I METAL IzAc-SWAY BACK BOXES: A 4" SQUARE w/SINGLE GANG RING, MIN. 2-1/2" DEEP B 1 4" OCTAGON BOX, MIN. 2-1/8" DEEP — NOT 3" OCT. C rt 4" SQUARE w/2 GANG RING. MIN. 2-1/2" DEEP ELECTRICAL CONTRACTOR TO PROVIDE ALL LABOR. SIGNAL CtUNICATIONS, INC. TO PROVIDE ASSISTANCE FOR PANEL HOOK UP AND SYSTEM JOB COORDINATION._ ALL CIRCUITS TO BE TESTED FOR OPENS AND GROUNDS WITH SIMPSON 260 METER (OR EQUIV— ALENT) BEFORE CALLING FOR PANEL HOOK UP. WIRES TO BE TAGGED AND IDENTIFIED. METER READINGS TO BE RECORDED FOR PERMANENT RECORD K I N G COUNTY - F IRE MARSHAL Approved ,Off3 0 1981 By �S ("7Z' REVISIONS - . r., + - Signal Communications, Inc. t am POPLAR ALE 6 SEATTLE WASMIMGTOM 111144 - �r '_ 4 ,, i REMARKS DATE RIVERTON GENERAL HOSPITAL MILITARY ROAD SOUTH SEATTLE, WASHINGTON SECOND FLOOR PLAN-ICU/CCU FIRE ALARM SYSTEM WIRING DIAGRAM -RC - LE 8"=1'G" !ri MGR JACK 4DATE 81 1 cic© [o1 -o3-,01261 101-02-00851 101-02-00731 101-021-4 0081 1 GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIM,TED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. WIRE CODE ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLJANCE WITH CURRENT RELEVENT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: * LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. * LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. * LABEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. * VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. * VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. Lotter Qty Open tirbg Type CobbC CotduitCobbType Sire Function 14 1 Pair FPL(P) Red/Blk Red/Blue THHN 14 Hom / Strobe D 2 Pair FPL(P) Red/Blk Red/Blue THHN 14 Horn / Strobe Loop P 1 Pair FPL(P) Red/BIk Red/Black THHN 14 24VDC Power S 1 Pair Twisted FPL(P) Red/BIk Red/Yellow 16 Signature Data Line H 1 Pair 1 Pair Twisted FPL(P) Red/BIk FPL(P) Red/BIk Twisted Pair Red/Black THHN 18 14 LCD Annunciator & 24VDC Power NOTIFICATION DEVICES DESCRIFIX44 MODEL BACK IBX / MANSIONS POWER SUPPLIES SYMBOL QTY DESCRIPTION CI NAC (BPS) REMCRE BOOSTER POWER SUPPLY MOCEL BPS -6A (6.5 AMP) BPS -10A (10 AMP) BACK BOX / DIMENSIONS INPUT .., OUTPUT mcouLES 15 SYNC. CHIME -CANDELA STROBE G1R-CVM (WHITE) G1R-CVM (RED) 4' S0, 2.125' DEEP BY EC SIGA-CC1 S 14 SYNC. MULTI -CANDELA STROBE C1 -VM (WHITE) SINGLE -GANG, BY EC. 3 CONTROL RELAY MODULE SIGA-CR G1R-VM '(RED) SIGA-MCR POWER SUPPLIES SYMBOL QTY DESCRIPTION CI NAC (BPS) REMCRE BOOSTER POWER SUPPLY MOCEL BPS -6A (6.5 AMP) BPS -10A (10 AMP) BACK BOX / DIMENSIONS INPUT .., OUTPUT mcouLES SYMBOL QTY DESCRIPTION MODEL # BACK BOX / DIMENSIONS MI MI 1 SYNCHRONIZATION OUTPUT MODULE SIGA-CC1 S TWO -GANG, 2.5" DEEP BY EC. VI/ COVER (STANDARD MOUNT) SIGA-1ACCTS (1110 MOUNT) GE 0 3 CONTROL RELAY MODULE SIGA-CR SINGLE -GANG, 2.5" DEEP BY EC. VI,/ COVER SIGA-MCR Om mom) ma OTHER SYMBOLS SYMBOL CITY DESCRIPTION MODEL # BACK BOX / DIMENSIONS IB 1 MANUAL PULL STATION - ADDRESSABLE SIGA-278 SINGLE -GANG, BY EC. MR -201/C SELF-CONTAJNED (TRACK MOUNTING HARDWARE) .- W/SIGA-SB (STANDARD BASE) 4-0, BY EC. 0 6 DUCT SMOKE DETECTOR - ADDRESSABLE SICA-S0 SELF-CONTAINED EXISTING EXISTING 0 W/SIGA-S9 (STANDARD BASE) 4-0, BY EC. OTHER SYMBOLS PROJECT ENGINEER: JAY B. 11110111201 3 MULTI -VOLTAGE CONTROL RELAY MR -201/C SELF-CONTAJNED (TRACK MOUNTING HARDWARE) .- SMOKE/F1RE DAMPERS BY OTHERS BY OTHERS Ei DOOR HOLDERS EXISTING EXISTING 0 ELECTRICAL JUNCTION BOX BY OTHERS EN OTHERS 0 w yk !A. •j / PA E NT RM . 1 PATIENT RM r ,.N3A-2 3ce_... STAFF / 319T % JIE . RM 320 101-03-0149 1 ;EOL A N3A-2 15cd EOLI15K) N)3A-2 -•1 1 15cd I,... 01-03-01501 Pt TIENT RM -w 2 0001 • { I--- - SCOPE OF WORK PATIENT RM r 308 / VEST. i 317..ti 01-0 -0002 N3A-2 15cc 3 01-03-0010 { € 1 2S z CC PI O -R (301 , N3A-2"/ 75cd,/ .0 C N3A-2 30cd • NURSE 315 amazEo .9 H 1 (NORTH 8c WEST WING T.I.) • TO EXISTING FACP LOCATED IN THE ASEMENT LEVEL /!^� QUIET YO�.l;t .. 350 ) • z •} 1 1 101-02-015 $ N3A-2 30cd 101-03-00031 101-03-00121 { 01-03-0020 ("I„2.5 N3A-3 t5cd...1 j01'-;3-00171 R'l. € I _ t N3A-3 15cd 10f-03-00061 -4'.101-03-00051 • CO 2S PATIENT RM ) CP C300 O 01-03-0004 i / • / S: -I N3A-3; 15cd N3A-3` 15cd RIM LOT :2 101-03-0018 =; \ C PWR){ 01-03=0009 iA"•iE;::NT RM / c332 S/' 1 ?_CP 01-03-0016 r a 1 01-03-0127 (rP wpuxu„„,cvvicevviia. ••••••••••••.,=2mvuo{{r 01-02-0082 N3A-1 GROUP RN 2 15cd ,338 f 2 / / x L01-0'-0157: / / \ EOL EO / / \ f / XPi/EE c...,..• N3A-1 15cd N3A-1 75cd 2S 01-Q2+00? 1 2CP FIELD VERIFY LOCATION 2P 01-02-0133 2 `b C1 N3A-1 30cd 2S GROUP RM N3A-1 15cd EXAM 101-02-00761 •••,mw.veliwlr,(�liiicevii.m-•••--•-• •••-•'y_...... __.......... ..••..._..• -77-1 / / 9' 0' 0 101-02-00721 0' { 101-02-00751 • { 1 F 1012/02-0151 1 �01-02-0079., ...-'/ 0 'o - ono J 9 0 0 0' i 0' 0I 0 b / \,(!) 101-02-0071 101--02-0071 1 0 0' h 101-02-0070; 0' G N1-2 Ott 0' 00 GL 0 33 LEVEL WEST 8c \IOTH WI\G Q 3\ 0' 0' 0' c0 i pz702-0150 / i ........ .,,,: •, � � gym,./�„�., ,•.,,.1,.,�r,;�_ { 450 Shattuck Avenue South, Renton, Washington 98055 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES DOCUMENTATION: DRAWING SHEETS: DRAWING DATE: HARGIS ENGINEERING E5.30 2 /28/ 2014 FINAL REVIEW DONE BY: N3A-3 EOLO 5K) PATIENT RM r 341 343 j's • • • • • • • PAll ENT RM 23 • II • ,542 • Voltage Drops - NAC Panels Part Description Strobe c@ 15cd Chime/Strobe @ 15cd Chime/Strobe @ 30cd Chime/Strobe @ 75cd ChimelStrobe @ 110cd Multi -Voltage Relay 9 Part Model # Current (mA) CR CD In ci ttl Lel Circuit # Total 3 3 Description 3RD FLOOR - NORTH & WEST T.I. - CH1ME/STROBE Current (Amps) 0.938 Distance (Feet) 224 Voltage 1.06 4 2 N3A-2 3RD FLOOR - NORTH & WEST T.I. - CH1ME/STROBE 1.172 314 1.86 7 3 N3A-3 3RD FLOOR - NORTH & WEST T.I. - CHIME/STROBE 0.779 357 1.40 3 N3A-4 3RD FLOOR - NORTH & WEST T.I. - PILOT POWER 0.105 264 0.14 14 4 2 3 Total Current Draw for NAC #3A - 2.994 Capacities Used - 46.062% RECORD DRAWINGS DESCRIPTION APPROVED RECORD DRAWINGS 10-24-14 MOUNTING HEIGHTS CEILING K///////////////////////// ////(/////////4 \ \V/ A/C SUPPLY DI FUSER 'Vr & VISUAL ONLY DEVICES CEILING MOUNTED SMOKE/HEAT DETECTOR FLUORESCENT LIGHT NOTE: DIMENSIONS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR PERMITTED HERE NOT ERMITTED HERE SYNCHRONIZED MORE THAN TWO VISUAL APPLIANCES IN ANY FIELD OF VIEW. 80" MIN 96" MAX FACP 66" AFF MAGNETIC DOOR HOLDER FIRE -PHONE JACK 6" MANUAL PULL STATION DOOR WIDTH LESS 3" 0 HERE 12" MAX 48" MAX (ADA) 42"MIN/54" MAX (NFPA) FINISHED FLOOR 1////////// /////////)/// ///////////////////////////)///////////////////7///////// * DEVICES SHOWN DEPICT DEVICE TYPES ONLY. Battery Calculations - Nac Panel #3A Qty Part Number Description Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) 1 BPS -6 14 GI -VM 8 G1 -CVM 4 G1 -CVM 2 GI -CVM 1 G1 -GVM NAC Panel Strobe @ 15cd Chime/Strobe © 15cd Chime/Strobe @ 30cd Chime/Strobe @ 75cd Multi -Voltage Relay Total Standby Current Required= Total Alarm Current Required= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 0.0700 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0700 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2700 0.0710 0.0940 0.1190 0.2050 0.2570 0.0350 0.2700 O. 9940 0.7520 0.4760 0.4100 0.2570 0.1050 Total Standby= 0.0700 Total Alarm= 3.2640 Time (Hrs) 0.0700 3.2640 24.0000 1.6800 0.0833 0.2719 1.9519 0.3904 2.3423 DRAWN BY: ALDRICH B. PROJECT ENGINEER: JAY B. PROJECT MANAGER: ROB F. JOB NUMBER: 301 -FN -D357 (301 -FN -5085) NORTH. & WEST WING T.I. @ CASCADE BEHAVIORAL HOSPITAL 12844 MILITARY RD. S. TUKWILA, WA 98168 3RD FLOOR PLAN ts-(E) CONTROL VALVE EXISTING RISER (E) CONTROL VALVE 2 2 N NEW TEST CAP t" --NEW FLOW SWITCH REVISED RISER SCOPE OF WORK INSTALL NEW FLOW SWITCH IN KITCHEN HOOD FOR SHUNT TO GAS LINE. EXISTING SPRINKLER SYSTEM 15 CURRENTLY MONITORED BY FLOW SWITCH AT SYSTEM RISER. • • (E) HEADS ABOVE FILTER 3/16"= 1'-O" 1 3 6 • 10 2 4 8 ACC[EP!I Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila =ire Prevention Bureau for corformance with current dty standards. Acceptance is subject to errors and omissions which do not authorize violations of adc pted standards and ordina,-1ces. The responsibility for he 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 aporoval. Final acceptance is subject to field test and inspec The Tukwila Fire Prevention Bureau. Date: L/' '07-- By: A-14, // tion by FUKWILA FIRE DEPARTMkN0. Please call: 575-4407, and give this job No. Oa..- - oq C7 ,id xact address for shut ;..wn or restoration approval APR 2 4 MR 4tZ00q 4,l1)OvE- REVISIONS GENERAL NOTES DAZE 1. ALL WIERUL AID WEST TO BE NEM MO IIWERIRI7ERS APPROVED 2 EARIHQUNE BRACING SHALL BE PROVIDED N ACCORDANCE El QIRHEI4TNFNEPA PAMPHLET NO. 13 iA P 3. HLE N0. 13 OF WOO 1O HE N ACCORDANCE NTN 4 PIPING SHALL BE N ACCORDANCE El NEPA PNIPHLET N0. 13 5. MNG Cf PPE NO MOS, THREADED NO LIMED SHALL 1£ N AOCOIOANCE ■TMI NEPA HAMLET N0. 13 6. OMR TO PROVIDE MECUM HEAT TO MEET WATER N PPES FROM FREEZING N AREAS PROTECTED BY S OILER SYSTEM 7. ALL ZING OF ELECTRICAL DEVICES (F REMIND) TO BE PR0NDED BY O1FFRS & P»11NG OF PPE NO EQUINI NT (F MOUSED) TO BE PROVIDED BY 011ERS 9. FUMING OF PPE AND MOMENT (F REQUIRED) TO BE PROMO BY ODERS hIGhLINE HOSPITAL SPECIALTY CENTER 2844 M I LLITARY ROAD SOUTH TUKWILA, WASHINGTON CONTRACT YNTH: HIGHLINE HOSPITAL 12844 MIWTARY ROAD SOUTH — 1UKWILA, WAHINGTON frejard SPRINKLER SYSTEMS, INC. 309 SOUTH QAVQONE STREET p10 SEATTLE, MASHIIG1CLl 961101-4643 206-763-09 CONTR. UC. N0. F1 90101 DESIGNER DATE SHEET JOB NO. JOB Rt N0. JOB SUPT. J.Mc(XELLAN 4/23/02 1OF1 3282 DRAM N0. FP1 N. 3s'-0' s9 -v 1,1611.! JIKIWG ''A" t(o° Gi(t. ' c. PcaDAiyf (''lf czA L. OF 25) % DC -(41L. Nom- ; i11&s 9 oS o r L-144.e16-2itAiG I" j t pG To Naas cc-sl./ma, (14o. ail-k(r.iL CtakNG& w rsterr rt. stag ,/ •Mao. ,vrfrelp.4 par. 312.0 rL-00 F -00 a Palk' ti• Cvo Pt. ctAC-) -- - at - t dA1b,M (5•`\•o,, ✓co ex 1946- t" o ACCEPTE WITHOUT COMMENTS. ai AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila.Fire De :;. " ' .;tions, deletions or revisions to 4. .!ilgs after this date will v,;i i 1;: and will require a resu;i: revised drawings. Final ac::P;;ta:; ;e iss J + to field- inspec`i.;:n ;.zy a rer,resentative of this depart! : ent DATE: • E/ ✓4j BY:K IZ CITY OF TUKWILA 575-4407 • -CKiS SG C'�ic_ CPe-asi►itt) TLApticiOG COQ,►NG Ne0..1 Ac ( CCtorNi& fcrQ2 SSP TUKWILA FIRE DEPARTNIENI Please call: 575-4407 and give this job �. 2-2-0 and exact address for shut tti or ra5tosatan apart $ teras of, 6,404-A,7&--- /A( 7-#&--- , 6-.74> flta 1;611'4.' J/147) iv AUG 2 5 19x5 l-l►GNk.03E CoN►rAuc11%( HosprrAL Ris/E4261,) --CAMp(3S 12844 MlLi-442Y PoAo So 0114 < KUJtut , t�R31-iwGiOt`1 R- p --P_002 _ RC�►c4�oN5 'itLGGt)A2P SpIRumLC2 S4S4-145j usc. • _36q __ Se, CLoVc(tAA10 woct pd. 763.4279 Fi4,,. 76.3 -1211 Dab Pr(: Fia 5 FseL -.G 55CAA 03 "� aV14!45 y Li___.1:r LL. 59•v WEN./ JIKIIUG 'M" 1,6;° QR. 116c. Pear Aly( (-h(f MAL. or= 25) 5 bcf4u, NvrG ; 44t5 PRaS'Gcr Gkrracti -5 L-4cc)621AtG fpG To KIGAA GG/Ul1G,htO dTt-4Gr2.. CAA, 3.0 FL -00a * s /�' =1' O ex 154aG 1" D ROp 1" C6UQc.mJC, –�=r t"Is 19PL-C —� ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire D' --- : 'iti'jns, deletions or revision:; t) - ;i:13s after this date wili 1.:•e and will requite reg..,:- :, ceviseJ drawings. Final ?cceptaf!,c.,f i-3 s7C)ject to field- inspec`i.in uy a representative of this department DATE: 1 BY:451-5/1_______ CITY OF TUKWILA 575.4407 CK i 5�t iC Comic.. CPA.P.1 VL} e- ,0. 1(2 • Rtpsc10G Cbt t-'" G- Nea.1 t1c,( CGrL_114 tCC 'C_ QR 5SP tts TUKWILA FIRE DEPARTMENT Please call: 575-4407 :!;tao and exact address for shut- down or restoration approval. ums of k• s�,r Lig amid LI% .,:ft44176"-itrwHirdirr194it.9.47).../7 /adeps; p/toii, pc. 'fju /7/2 ✓�, 'L fiv .17 AUG 2 5 1995 77 1C/et-P. BILE c Gfi%-r`°Y&s 1�IGNt..►UE GomPAONItT? 1-A0 sp vr A L- QNER.tu CAM pos 12844 M«I-(4Q.( fLaAo Scioii4 1 KtJtL A, t3A9Nt[ tc i E 3 L002 _ _ 2c"►14t01.15 Tact....GOASQIf tkli4Lea Si44:016 - ce Sr=A.(sLG u.S q• tog pd. 1347q FAx. 743-1211 DRAwI $i : LSC#rFsa-.G9$013803 BLtG 145 S'"?' '4'1_ & % ''t'/ -02-00031 GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ETC.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. FIRE ALARM SYMBOL LEGEND SYMBOL QTY DESCRIPTION MODEL # BACKBOX/DIMENSIONS ® 3 PHOTOELECTRIC SMOKE DETECTOR SIGA2-PS SIGA-SB 4" OCTAGON BOX, 1 1/2" DEEP 3 CONTROL RELAY MODULE SIGA-CR 2 1/2" 1 -GANG BOX W/ COVER El Elevator Control CABLE LEGEND: ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVANT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: ' LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. ' LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. ' LABEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. ' VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. * VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. x}r ^- ! &4a1 t.i I'h c,.TIIE n WILL ACCEPT #14AWG WIRE. FAIL-SAFE WIRING. FAIL-SAFE WIRING. FAIL-SAFE WIRING. 4" SQUARE WIRING - Letter Qty Open Wiring Type Conduit Type Size Function L 1 Pair FPL(P) Red/Blk Yellow THHN 14 Elevator Control S 1 Pair Twisted FPL(P) Red/Blk Red/Yellow 16 Signature Data Line MOUNTING HEIGHTS: A/C SUPPLY DIFFUSER --I 3' (MIN) CEIUNG u NOTE DIMENSIONS SHOWN ARE TO THE CLOSEST FLUORESCENT EDGE OF THE DETECTOR LIGHT 4" 1NCEIUNGillAvp MOUNTED AUC")AISUAL SMOKE/HEAT r -h VISUAL ONLY DETECTOR DEVICES SYNCHRONIZED MORE THAN TWO VISUAL APPUANCES IN ANY FIELD OF VIEW. 80" MIN 96" MA • FINISHED FLOOR FACP 6" AFF MAGNETIC DOOR HOLDER o FIRE PHONE JACK I.1 3' 5' — J 6" MANUAL PULL STATION 48' MAX (ADA 42'MIN/54' MAX (NFPA —i 11.1111/ NOT PERMITTED ERMITTED HERE HERE DOOR (� WIDTH LESS 3" PERMITTED J HERE 0 0 • DEVICES SHOWN DEPICT DEVICE TYPES ONLY. 12" MAX 2S 2S 2S 2C FACP NAC1 NAC2 NAC3 NAC4 1` CR CR A V L L CR L III 2S 2S TO ELEVATOR NORTH PRIMARY RECALL TO ELEVATOR NORTH ALTERNATE RECALL TO ELEVATOR NORTHTH FIREMAN SIGNAL/HAT MOUNT EST SIGA SERIES MODULES SIGA-WTM TO SIGA-CR, DARDI A -MME GANG UTIIIZE N.C. CONTACTS UTIIIZE N.C. CONTACTS UTIIIZE N.C. CONTACTS 1/1-2" DEEP ELECTRICAL BOX. THE TERMINALS IF POSSIBLE TO OBTAIN IF POSSIBLE TO OBTAIN IF POSSIBLE TO OBTAIN DETECTOR MOUNT BASE TO 4" SQUARE STANDARD ELECTRICAL BOX 1-1/2" DEEP. x}r ^- ! &4a1 t.i I'h c,.TIIE n WILL ACCEPT #14AWG WIRE. FAIL-SAFE WIRING. FAIL-SAFE WIRING. FAIL-SAFE WIRING. 4" SQUARE WIRING - ROBERT FISK a 301 -FN -E279 SCALE: I/8"=1'-0" DATE: BOX (E.C. SUPPLIED) /COMPATIBLE ELECTRICAL BOX0 n a Q �(; ✓ TO PRIMARY ELEVATOR TO ALTERNATE ELEVATOR TO FIRE MANS SIGNAL A TAMPER -R 1. �'`•` RECALL RECALL -BREAK OFF TO DISABLE- (LOCATED ON BASE) SIGA-SB —I I CEILING LINE \ ki4,,N.S BASE `� R ��/ NO C NC NO C NC NO 0 NC TAMPER -R SIISTSMS ECHAT NISM lid PS — t DETSIGA ECTOR 6 s , �� ,t o TB200 TB2000 8 7 6 TB2000 8 7 6 0 QQ a O VCR:7$'S €111 4150 WALL PLATE, WHITE (1 GANG) SIGA-CR RED LE ALARM/ ACTIVE GRN D LED NORMAL SIGA-CR RED LED L4 ALARM/ ACTIVE GRN LED Q NORMAL SIGA-CR RED LED ALARM/ ACTIVE GRN LED AR Q NORMAL 7 3 O O 1 i TB1 4 000 3 2 1 TB1 4 0000 3 2 1 TB1 4 0000 3 2 1 2 FROM FACP DATA IN(+) J ` DATA OUT(+) DATA IN(+) J DATA OUT(+) DATA IN(+) / OUT (+) FROM FACP OR \.DATA TO NEXT DATA IN - DATA OUT PREVIOUS DATA IN(-) / I ` DATA OUT(-) DATA IN(-) DATA OUT(-) DATA IN(-) I \ DATA OUT(-) OR SIGA2-PS TO NEXT , DEVICE DEVICE PREVIOUS DATA IN + DATA OUT + DEVICE DEVICE 0 SIGA-CR (CONTROL RELAY MODULE - ELEVATOR RECALL) © ® SCALE: NONE SIGA2-PS (PHOTO ELECTRIC SMOKE DETECTOR) ® SCALE: NONE ELECTRICAL/MECHANICAL. ROOM 101-02-00071 Vi/— I \ 1 O 101 2C- 0 N1-4 Icl CITY LICHT v AU i—.i.. 101-02-00041 FLOOR PLAN - BASEMENT ELEC/MACH ROOM 1 /8" = 1'-0" 01-02-0260 N1A-1 30cd -c 0 N1A-1 15cd STORAGE/ [01-02-o)YPLIES 121 j STAFF 13R I 122 15013 C 3C 01-02-0266 122 d2-02561 2S N -01-02-0269 / 2S N1A-1 15cd CN1P1- 1 1)51°1- Iv"! )5f1- 150A ',, CB PHARrt ...15 N' s STAIR 01-02-0270 C 01-0' N FLOOR PLAN- 1ST FLR N. ELEVATOR LOBBY II 1/8" = 1'_0" 05 J I SEMI_ TL L (ver T NTE RM \N204 J.uL J; ;TINE I )C1AL. (n •.._ 1203 ,1 N 1 1 € N I o CO o N Z� NURSE MGR ( N234 ),i. i Ta U�1 CORRIDOR (CN202) 0-1 tl Nx / N i / NN...;. i / 2S CORRIDOR (CN200) r STAIR < 0 \ Li] iigiiiiiiieMEOirmasassanamssumaxemassrsas 11 )A IS A_.; ; tt CN201) '1 IN2291 Ciao TAF is mO -,•– STAFF TL FLOOR PLAN - 2ND FLR N. ELEVATOR LOBBY 1/8" = 1'_0" 01-02-0082 N3A-1 15cd A 101- N3A-1 GROUP RM 2 15cd IL 358 ;' C (c: GROUP RM 1 357 -00.80 EXAM'. ( 359 01-02- N3A-1 15cd O% / -2S• )1 1.4 CORRIDOR 354 IC 2S Fl 101-02+01521 a-1 Scd 2S z 101-02-00761 0] ZI N3A-1 30cd 0 rflT O101-02-0C 41 FLOOR PLAN- 3RD FLR N. ELEVATOR LOBBY 1/8" = 1 ' -0" NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing FLAG NOTES: SPLICE EXISTING WIRING AT DEVICE FOR CONNECTION OF NEW WIRING FOR ADDITIONAL DEVICES & TO MAINTAIN CIRCUIT INTEGRITY. ("T—TAPPING IS NOT ALLOWED) PAID JUL —1 2015 TUKWILA FIRE cc CO�/C- 1111"e �/' fiTEC- •i,, Es 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convertint Technolo'es LLC. x}r ^- ! &4a1 t.i I'h c,.TIIE n Without Comments `1i• 4/' As No'ceo in Re 0 Per l he Attached Letter These plans have been reviewed by The Tukwila Fire ''re vention Bureau for conformance with current City :,t;,ndards. Acceptance - ifs :subject to errors and (linissIons which do not authorize violations of adopted -:;irxdaras and ordinances, `Ole resporsibiiity for the . (1, quacy of design rests totally with the designer. er. ;AA(dltions, deletions 01' t'evisiorls to the -Se drawings after this elate will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection b� The Tukwila Fire Prevention Bu eau. Date: 7-1'.5-1 S By: 51 i ROBERT FISK '7 05-(-q,1, ai, Li -I. v,E,w,,: elk(A s,514- a Q- . TUKWILA FIRE 1/EPARTMFTIT PiPieen call 2W-575-4107 :P7 and Om this wire Pemit No. /5----//1 ?Rd exact ademss For shut- down or restortton bpproval. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 6-16-15 DRAWN BY: MARK M. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: ROBERT FISK JOB NUMBER: 301 -FN -E279 SCALE: I/8"=1'-0" DATE: CASCADE BEHAVIORAL HEALTH 12844 MILITARY ROAD S. TUKWILA, WA. 98168 ELEVATOR RECALL FIRE ALARM SYSTEM DRAWING: FA -1 FIREGUARD SPRINKLER SYSTEMS HIGHLINE SPECIALTY CENTER 12844 MILITARY RD SO NORTHWEST FIRE SYSTEMS Saving Lives, Protecting Property Date: September 13, 2017 To: Tukwila Fire Prevention Attention: Al Metzler Job Name: Cascade Behavioral Health Hospital 4th Floor West Wing Head Replacement 12844 Military Rd. 5 Seattle, WA. 98119 Dear Al, Northwest Fire Systems has been contracted to replace approximately 100 existing semi recessed standard response sprinklers with new Tyco Raven (TY3281) institutional sprinkler heads (see attached cut sheets). This work will consist of removing the existing 1" drop cutting it off, installing the new Tyco head and re installing the drop nipple in the same location. No sprinklers are being relocated from their current location and there will be no additional sprinklers added. Other than cutting and patching existing gyp ceilings for access to the sprinkler drop there is no other construction taking place on this floor that would require relocating or adding any sprinklers. This work will not affect the Hydraulic calculations of the system as the new head will also be W' K5.6. Attached is a cut sheet of the new head. Per our conversation can you please provide a shutdown number for this work? Thank You Signed By gi,l,L-Brown Billy Brown Service Sales TUKWIE ► FIRE NEPARTviPNT Please call 205-S75-4407 and give this Firr ! ��d0 ' nit No. S / - - and exact address for shut- down hutdown or resttorct on approval. 7815 South 180th St., Kent, WA 98032 • Office: 206.772.7502 • Fax: 206.772.7504 • www.nwfiresystems.com ,N 3Rn POOR i. oBSY LI 2ND FLOOR LOOPY 15T R. (NA L o BOY Gc COTE;. 1;EKT.. Mit-CTORS. IOCKTEb Al TO? of .. _S1 -1105': eiE LOC.ATED WITHIN 18" OF SRI KLES ---READS:—TOTAL OF TWO GLEVAtoR SMAFT CONraoL EQUr PMENt S HuNr TRr P LEVA7oZ MAGA; NE Room AsrMaHr AIG N\to $?Ec, 01\lty CAre. CEAer - ACCFPTED Without Comments 0 As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The re:ponsibiiity for the adequacy of design rests totally ;•<<.:, the :��: -�;m;;r. dela _.. Additions, tions or revisicne in these _ ,:. _:.ays++r;js after this date will void this acceptance avid will require a R resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by 4 The Tukwila Fire Prevention Bureau. il il Date: 5 ovBy: SI> TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 66 and exact address for shuti down or restoration approval. MAY 1 5 2000 ITE M QUANTITY DESCRI PTI Qiti'. 3 ED.WARDS 8.1 B. i35. r ixeo 1EMP HEF4T 2 5 EDWARD'5`r 6.2Si-0o3 BASE i Revisions: 5 Date: S EDWARDS d27OB PROTo-t)EC sMOJ/E Drawing : Project: SEI Job No. Customer: We4ec-Vion_For Elcwdoir . Recait Sheet # I.1. iE1in..S?ec1R`icy _Cart,. [1.8y41viiii+Ary %a ASO. TukwA la y W. Date: 5-11-ov StKr idler Elsvakor- aAv c. Low 2.06- 7,30- 01,4 Drawn bv: Checked bv: Engineer: "Scale: Signal Equipment, Inc. DAg bks Emergency Power & Lffe Safety Communications since 1947 3616 East Marginal Way South Phone: 206 623 8400 Seattle, WA 98134 Fax: 206 623 0510 To 2nti:- Ek Zn.0 1 1 Efe;: tricot Connection 1 1 1 2nd fir Return I -. G- & E_ N 0 REMOTE IN DICA ToR LIGKT p t t LT D E i EC-- i o R w� Elec. Conn_ To Zn t}t4 D IN ZrtD FLooR t,.t !V!r 2n,d TUKWIL4 FIRE DEPARTME1 J To 2nd Fjr Please call: 575-4407 Zn D and give this job No. 12-F-a��� AC- r I exact addrc i pr shut- ..rrostr, ..io.1 ,:rovclt AC -2 *L11.4 t71 I s1 flr Return Dr) t4 "1st Fir Zn f Jo E.S j-DCATE I N 13E1-0 vI LJ tit I T REMOVE PVT -EC -70R 114 EX r&. HVk LINT IT fr MA-IN-THINGtars FOR KENN -DETELToRZS ■ D Per The Attached Letter 1- •se plans have been reviewed by The Tukwil= " ire r ;vention Bureau for conformance with current ': ndards. Acceptance is subject tc errors and 'fissions which do not authorize violaUo:ns of a D.te'i tr ndards and ordinances. The r sponsibi1ity fo, tie ouacy of design rests totally with the design z : t"st:ons. deletions or revisions to these drawin s - ft;:r date will void ihis acceptance end v,'ill requir •a_ .submittal of revised drawings for subsequent al acceptance is subject to field test and inap Ti e Tukwila Fire Prevention Bureau. e: .By: As Noted In Red NOTES: PROVIDE AUTOMATIC CONTROL SYSTEM REPLACE Alt EXISTING' ROOM SENSORS WITH NEW SEPSORS VIXTar;F Pt,( MC $ 208/2.30 3 82/61 NoTrs iv/1441 Rt! ( FPtO. DR:f .t& cemzo JYE.$ X 2138/23D 3 32-..51.3 2.8 P11 sw of O iIZER • NEW AC UNITS LOCATIONS 4 SCALE_ 1/8" a 1'-0' u.kur t mArnfr. JW1LYSEL SIZE CFS . COOL CAP. (97 R1) 7. W EV?��tad (137 ih) pc)) A MIT Res) ` ' IST00O 20_9 9.7 270000/1 f55C 8Q !85I .1C-- J. Cli17R1ER 4 T 2O 8 .�IDo remw 7200 ( 6.70 11.0{7 50000/72000 L 1 1 82 615 AC -2 CARGIER I 46RJEC 7 6JCW 2100 7-46XIGI NOTES: PROVIDE AUTOMATIC CONTROL SYSTEM REPLACE Alt EXISTING' ROOM SENSORS WITH NEW SEPSORS VIXTar;F Pt,( MC $ 208/2.30 3 82/61 NoTrs iv/1441 Rt! ( FPtO. DR:f .t& cemzo JYE.$ X 2138/23D 3 32-..51.3 2.8 P11 sw of O iIZER • NEW AC UNITS LOCATIONS 4 SCALE_ 1/8" a 1'-0' HIGH VOLTAGE 110VAC TO EQUIPMENT AND GAS VALVE SHUT OFF (BY OTHERS) SCOPE OF WORK THIS PERMIT EOL -- \/\ D2rffA HIN C STORAGE EOL -N - EXISTING WET SPRINKLER COVERAGE NEW HOOD SYSTEM SWITCH HOOD SYSTEM SPRINKLER FLOW SWITCH (PROVIDED AND INSTALLED BY OTHERS) TELCO TO CENTRAL < STATION MONITORING n EXISTING INITATION ZONE (BASEMENT KITCHEN AREA PULL STATION (RE -LAKED ZONE ID) EXISTING EDWARDS 6500 ETRE ALARM PANEL EXISTING MONITORING COMMUNICATOR PANEL FIRE ALARM RISER NOT TO SCALE HALLWAY BASEMENT -MAIN BLDG -EAST NOT TO SCALE QRE-LABED ZONE DESCRIPTOR REMOTE ANNUNCATOR BASEMENT CAFETERIA HIGHUNE COMMUNITY HOSPITAL 12844 MILITARY ROAD S TUKWILA, WA. 98168 ALARM SYMBOL LEGEND © - PULL STATION (� - ETRE ALARM PANEL NOTES: 1) THIS INTERCONNECT TO THE PULL STATION CIRCUIT (OUTSIDE THE KITCHEN) IS PRE -AUTHORIZED BY N. METZLER. NO ZONES ARE AVAILABLE FOR A SEPARATE ZONE. THE EXISTING ZONE HAS (3) PULL STATION THAT ARE LOCATED IN THE HALLWAY OUTSIDE THE KITCHEN. SCOPE OF WORK ADD (1) HOOD SPRINKLER FLOW SWITCH TO AN EXISTING CORRIDOR PULL STATION ZONE SITE PLAN NOT TO SCALE SAY 2 0 2002 -2(P3 ice, NORTH HIGHLINE COMMUNITY HOSPITAL 12844 MIUTARY ROAD S TUKW LA. WA. 98168 THE SAFETY TEAM, INC. 670 SOUTH LUCILE STREET P.O. BOX 81246 SEATTLE, WA. 98108 (206) 762-1450 SAFETfl1 1ORG SCALE 1/4' = 1'-0' DATE 5-20-2002 BY: FUE THAO JOB f: 1 OF 1 ACC Without Comments As Noted In Red Per The Attached Letter These plans have been re"iewed by The Tukwila Fire Prevention Bureau for r+^ 6 ,, ,r '"lie with current city standards. Acceptance 4 : *,.c t to errors and omissions which do rh, e7 ;o:o•,z; violations of adopted standards and o, d, • . Y ': he responsibility for the i *:adequacy of des ipri i . _ ,.q •oially with the designer. i Additions, deletions or revisions ro 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: ,S--- 1 -0 - By: Sl f TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. C7').- F - lo (-1 and exact address for shut' down 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 System& Failure of test will result in $40 Re - Inspection Fee and termination of the testing. ! Or y " 44 r l rr r x La - 5 Uf z m o a ACADVER• AUTOCAD V 12 PLOT DATE 7-31-96 fly m SNE \W B — i • • rj • _ .. .a...1L J _-_� Li 1 f � u' I --_ A' f. 4 rEC J 1 �qc 4 J (12NW —.4c er..S.rrl 2NW L _/ 4. A',R ' ! 'b 2NW \L i 1i 2NW ' A',R 2NW A',R pv t 2NW' A',C' 2NW A' C' A,C rEr_ T;3 ( 0 54 (YI3 )AF G --EM T4 -Q(* JK41 1Gt ___ _1 ___r Z _ Is 2CW r 711 2eVV a 2C o— A',R —Ca 2CW A',R CW , • ( 1 , r fl 1r A',R I _ I 4L2W 2CW + 2CW; A',R-o ' 1 I _1_ ----_- R 0 b+l 1 A',R } �� /� „/ '*"'0 X14, - _ A' 4 A1C _JI'__f\ 2pE 4 A,C 2CW, A' A',R -o f 1u 2CE IA 2CE [7 - —_ r---il 2CE ii LI a �N J A',R ---�A',R 2CE 2CE , o- A' 3 A,C 6 3A,C 3A,C --� 2CW 2CW A',R b 3A,C 3A,C A',R 1 . / 1` 1 A.C. 2CE A',R I Cr11TJ7 A R 12CE'. ,b L---�•_% 2CE 2CE i r li a- A. J' A',R`" 2CE A,C' 0 2CW L__.1 i=is f -T A',R } 0 I-11`A',R A 2CW y I, _j A• n I! 2CW , 0 A',R 2CW-_ i o- A',R -s A',R v b 0 2CW r- !!!l 77C 11 I ®2CW ----� . L—; 2CW r” —7 ; 2CW ! A' o— AR {i �tl 6 0 2CW GA 2CW 2CE o— A',C' 0 4 . Iii ij 4urL 11 C 2CE 2CE 2CE '9 r 2CE O' O• •G� t II II , -flJ T—I c>-{ A'.R ` 2C -E i o- A ;R .ir Q �/.._•,_-,l , C>4 A',R 2CE 2� o + A',R ! kir-11,1-11nAir 111—\ .1 (714' ver 41 Loc." Trel tiu tivVy2._ omen or_tir 116 rtP",44 314 li.4541t KEY PLAN ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED CI PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of .1 Fire De,)t. Alditions, deletions or re iisbria t) : "wings after this date will ,nce and will require .44 res.! • • • s revised drawings. CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and glye this job No. 6/(-7,-/---2-e5 and exact address for shut. down or restorattOn approval. 1 iN 1.@L„:@FEET'M 1 Copyright ,l996 by GUarciion Security' Systems, Inc. Alt Rights' Reserved rr — 4 trt rti 474 4, * 4 4,4 • 4 4/ vt v ort, t. ,44 ft .0,410 • RY 11 '06 11 41 Itt 401 1' 14, EC CO 0 cc its 0 I— >, T. 0 0 kn cc c`g ..s ;5. ›- < 3 (.1 0 tar ,441 • DRAWN sYs MIKE CUNNINGHAM rt • OF 44 • 4 1 is ACADWIt AUTOCAD V12 PLOT DATE. 8/01/96 FIRE ALARM SYMBOLS LEGEND SYMBOL QTY DESCRIPTION BBOX MOUNTING HEIGHT r---, 14 ADA HORN/STROBE D -G DEEP NOTE 18 F 4 MANUAL PULL STATION S -G 48" B � 106 SMOKE DETECTOR W/4-0 RING - -� ® 4 HEAT DETECTOR 1354 E W/4-0 RING - M 10 DOOR HOLDER (BY OTHERS) - - - JUNCTION BOX (By OTHERS) - \J 28 REMOTE ALARM INDICATOR S -C DEEP ABOVE DOOR CEILING I E 1 DOOR HOLDER POWER SUPPLY - - I S 1 WATER FLOW (BY OTHERS) - - 1 TAMPER SWITCH (BY OTHERS) - - I FIRE ALARM WIRE LEGEND SYMBOL DESCRIPTION , A 2C 18AWG SOLID FIRE RATED INHAFING CIRCUIT FEED A 4C 18AWG SOLID FIRE RATED INITATING CIRCUIT F FED & RETURN C 2C 14AWG SOLID FIRE RATED INDICATING CIRCUIT FED C 4C 14AWG SOLID FIRE RATED INDICATING CIRCUIT FEED [Sc RETURN P 2C 14AWG SOLID F IRE RATED POWER CIRCUIT FEED GENERAL NOTES 11 • 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 El ECTRICAL 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 DEVCES PLR ELECTRICAL/ARCHITECTURAL PLANS 6 FIELD VERIFY WATERFLOW, 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 DUST COVERS CR APPROVED COVERING MUST BE LEFT ON ALL SMOKE DETECTORS UNTIL FINAL CONSTRyJCTION CLEANUP IS COMPLETED 10 FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF G S S TECHNICIANS 11 ALL CIRCUITS WILL BE PROPERLY TAGGED AND RANG OUT FOR OPENS SHORTS GROUNDS AND PROPER END CF LINE RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO G S S FIELD TECHNICIAN UIj'ON ARRIVAL ON SITE FOR CHECKOUT 12 UNLESS OTHERWISE NOTED GUARDIAN SECURITY S SERVICES INCLUDE PROGRAMMING CENTRAL CONTRO TERMINATION, INSTALLATION SUPERVISION ASSISTANCE CHECKOUT ASSISTANCE AND AHJ TESTING ASSISTANCE 13 CONFIRMATION OF FIELD DEVICE MOUNTING, TERMINATION AND QUANTITIES WILL BE COMPI ETED PRIOR T COMMISIONING OF CENTRAL PANEL 14 A SFT OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHAL BE KEPT BY PROJECT FOREMAN FOR USE BY G S S FIELD TECHNICIANS 15 AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH G S S PROJECT MANAG R PRIOR TO CALLING FOR CUARDIAN SERVICES THEY MUST BE SCHEDULED WITH PROJECT MANAGER SCHE ULINC OF ITEMS 11, 12 AND 13 ABOVE SHALL BE MAKE WITH A MINIMUM OF TEN WORKING DAYS 16 NO 1 -TAPPING OF SIGNALING CIRCUITS ARE ALLOWED T-TAPPINC OF INITIATING CIRCUITS FOR CERTAIN ADDRESSABLE SYSTEMS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED I E COMPRESSION CRIMP CAPS OR SOLDER CONNECTIONS ONLY POLARITY IS OBSERVED SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS SHIELDS SHALL BE TERMINATED AT FACP ONLY 17 MOUNT AUD Bl E/VISUAI DF\ICE BACKBOX AT 80 TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER MOUNT MANUAL PULL STATIONS AT 48 10 CENTER 18 ALL HORN/STROBES COM._ FACTORY SET ON HIGH CHANGE DIP SWITCH SETTING ON BACK OF EACHUEVICE TO 24vDC STANDARD MODE FOR* PROPER CURRENT DRAW ALSO CONDITION UNIT FOR TEMPORAL (3) TONE OPERATION I♦ A Fr • NEW:INDICATING ZONES NEW INITIATING ZONES II D -SPARE a r II FCPS-24 BATTERIES DTD 120 VAD TO EXISTING -o 120VAC r C,D -o M -•-DOOR HOLDER POWER SUPPLY ►� 2ND FLOOR CENTER WEST ZCE (2ND FLOOR CENTER EAST) EXISTING EXISTING FACP FACP BATTERIES BATTERIES DID 120 VAC DFD 120 VAC ZCW (2ND FLOOR CENTER WEST) l ZNE (2ND FLOOR NORTHr`AST) ZNW (2ND FLOOR NORTH &OA- 2ND FLOOR CENTER FIRE ALAR`.' RISER DI GRA`. SCALE. NONE • tr Ir EST) EST 47 At la rt 66,61,169611661,66661 4 w, 4 Y r 14 d • Of 44 1 .444 'v 7 '1 4 `W a 4 1 44 Y '1 rY " 4 ,4 1 1 • al AUG 2 ® 1996 11 t � 4 1 r P 1A I 1ki1 } Copyright © 1996 by Guardian Security Systems, Inc. All Rights Reserved 4 1 v 6 R Y Y Y M w a u 44 4 rl pp 41' v e n t ' L iM.Y a 1f+ MrY t 0 4 { YI vvve". r • YY, •r 11 1 1,y« 4 Y. 1* W ' 9 .44 tor �tLy✓� 'V L t� 14Y p N , ,'.. { rv 1Y .44 Rr1 {A '40 c,� +444,14 "0. Idr 1 W i N „il M;h f R'i M4 RxV 4 04140 �1, 1 r JY :.r 14 1.4 444g w1Y1 f 1 4.. + +l' fx J•► YI rY "1 v4.4. 1.1 '4 01 0. {A r 1r.� J 11444 1;" 4 w, I �fJ? YW f < Irl ny t � yd Ir IRv 4.4 $03 �y11 A L 4 J • n It" + rI r t r f y1 44,1 M z 0 W � >�- J E 0 CO oti a O cc CD I -1W �o t ty 0 IV 2 0 1- w 74- Z J 0 err M V 11 14 Y,k Vo4.4F 1. I. W W 1 SCALE:P-011 DRAM BY, , ti BRANDY L BARRE r 1y CHECKED BY, MIKE GUNNJN6HAM, `Y YM � L �+� VM DATES -7-5O-g6 ' s YV v . 1 1 Y' 4 nl rvxr 1 1 1, 104 , wi • t 1r 1 1 44 4 1'4 M ,J r '7 1 bl ;1 ,4 vvvi Sr1 II T r 1 4v4 ' i, 40, I f+ If ' r �, l 4 1 + i `,, 4444 '14 y l F« Yi • r i4, 44, 4.41%1"14''411 Y 1 44►r 1 v1 . 4 44 44 vl Y, , A I.4ti 4411 / ,r '1 V. 1 i ry a it Y , 1 t 1 44 "•.c RR, 4 I ^I, 1 4 1v< .X'°I1rY'r41r r NNYNtI 4h\ ".011'914. r t '710R 4, 44 l4"44 r 1 '4 f44t4 4ra �41 141 1 } M'14.1,1..1 rrdp, (1*nj �f14i f1.%. 0,4;44 M..} ''+ �`` ^ �In ,x rl W Y,�+ F'id '� y'4`►�' , I t 1.. 0. }j 4 s11 r•'�"yJCWWIv� ar.:l 11L'�. of Jar Z+. L.r Yw �R , .40.4444444444444. 4444.44-44- 44444, 4,. r 444 WIRE SCHEDULE s 4 CIRCUIT NO. OF COND. COLOR/IDENTIFICATION FUNCTION WIRE TYPE Z 2 YEL +, OR — TAG BY ZONE # CLASS B DETECTION ZONE 18 AWG CU SOLID (MIN) DC 2 PINK +, VIO — LOW VOLT. DAMPER CONTROL. CIRCUIT .l 14 AWG CU SOLID OR STR RL 2 WH—/YEL+ REMOTE LAMP 14 AWG CU SOLID OR STR DH 2 BLUE/WHITE I 120VAC DOORHOLDER 12 AWG CU SOLID OR STR NOTES 1. LOCATE NEW HALLWAY SMOKE DETECTORS WITHIN 5 FT. OF DOOR AND AT LEAST 3 FT AWAY FROM ANY SUPPLY VENT. 2. PULL IN PULL STRING IN ADDITION TO REQUIRED WIRES. NOTE 2 LOBBY 6501-0072 MODULE ZONE 20 1 2 3 4 5 6 BATTERY CALCULATIONS The Edwards 6500 Mark II fire alarm system is dQnnected to the emergency genera _ has 40 a/h battery backup, and is required for rly 4 hours of Tiperaibirment consumption of the proposed EST 6250B smoke letector and the 62648 duct dete is 30 micro—amps each for a total of 0.39 milliamps additional current draw. This is an insignificant Toad increase for the existing gystem and would have no effect o battery calculations. DAMPER CONTROL RELAY (DCR) IS ENERGISED1 BY A COMMON ALARM ON ZONE 2 OR THE NEW DUCT ZONE WHICH INTERUPTS THE AC POWER TO THE DAMPER MOTORS AND, IN TURN, CLOSES THE SMOKE DAMPERS. 6501-0072 MODULE NEW DUCT ZONE 1 2 3 4 5 6 COM PANEL BL2 120VAC DAMPER MOTOR POWER NEUTI (s)) DOWN TO GUTTER ABOVE FIRE PANEL ® _ 6 SS DC RELAY DAMPER MOTORS or, LEGE\D - tor QUANTITY `FART NUMBER ROUGH—IN 1 D © M J Q ountSMOKE DETECTOR DUCT SMOKE DETECTOR REMOTE INDICATOR LIGHT MAGNETIC DOOR HOLDER JUNCTION BOX SMOKE DAMPER (BY OTHERS) DAMPER CONTROL RELAY SUBSCRIPT E= EXISTING 11 11 2 2 1 11 2 AS REQ'D 5 EST *EST EST 1 ,ESR EST 6250 with, 6251B-001 BASE 6260A-100 with, 6264B SMOKE DET. MR -101 /T EOL RELAY 5956B REMOTE IND. 1505—N5 MR 101 T t 4/0 OCTAGONAL ON 4 SQ. SELF CONTAINED SGL GANG SINGLE 4" sq. BOX 6"X6"X4" OR 3/0 BOX, , , RING ON 4 SQ GANG BOX BO4NOT SUPPLIED ` R B CR E DC 3/4"(.1<4 120VAC (BY OTHERS) PNL BL2 2RL 2Z20 2Z20 {l 2RL RL 2RL 2Z20 3/4"Cs 2Z20 2Z20 DC 2Z20 2RL E ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTAC.-IED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these 1rvvings aft' r this date will void this aoc3,)tan.o and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: //---3-7j/.. BY: 21±1...S7).:1 CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT, Please call= 575.4402 and give thls job No. it/ -1-1--27y and exact address for shut. down or restoration approval. CO AO v defec1oi-o wvs4- be re SS e-ikfS to al4 w• keel tiV 4('f 4(241.921� t- 3 o 'old corrtyckdiwJ sdc�c4-0r� Prov; de rr ecik4 j /0(ko'r� de��cs i decin,.4ec, 1=,4 s }kms„ y Litt , key NG OX 4-o S c k id-ti2. Ftp � t- 1 uive 4 • (0.,441,4_ ISSUED FOR APPROVAL cf--) a r2 W 0) T— O 1--206-457-3308 FAX 1-206-457-5612 q-1 N c0 M 01 >treet, Port Ang W 0 N APPROVAL' J ,¢ 0 J Li 0 DRAFTSMAN' (l) n r7 n 1 SHEET NUMBER 6-1 4 PRODUCT LEGEND 1 INLET NIPPLE (1' MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD FITTING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE C)1' NOMINAL DIAMETER) (LENGTHS AVAILABLE 31', 36' 48', 60 , & 72') 6 COLLAR / WELD FrrT1NG 7 NUT 8 REDUCING OUTLET (AVAILABLE 1/2' OR 3/4' FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24' AND 48' LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1' FMPT) SEE VICTAULIC SUBMITTAL NUMBER 10.85 CWIWLIS LISTED 13 SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS AB2 DROP CEIUNG TILE CEILING COVER PLATE SPRINKLER HEAD BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS TOW D ❑ Without Comments ❑ As Noteo in Re4 Per The Arttachec Letter These plans have been reviewed by The Tukwila Fire ,evention Bureau for conformance with current City _; ards. Acce;:tance is subject to errors and : _ is loris which do not authorize violations of adopted nd rds and ordinances. The responsibility for the ecuacy of des eK s totally with the designer. editions, deletions revisions to these drawings after tris date will void this- acceptance and will require a L esubmitta: of ; ;;_ drawings for- subsequent approval. acceprarrce is suuyect to field test and inspection by The Tukwila Fire Prevention Bureau. Date:''/5 By: MIRA FIRE DEPARTMENT * tet zl 205-575-4407 and /2 this Fire Permit No. LS S-oy3 End exact access for shut- down hut' )own os- r'rstoutO 1 repproval, S 1281P1 St:. NA t— r \ NB ND NE -- {NFA NG N1 I N2 N3 N4 — NA INTERVIEW INTERVIE INTERVIE 121 CORRIDOR ARNP v FFICE XISTING STAFF TLT UTILIZATION REVIEW M NAGE C101N i NC ND NF> NG • TENANT SPRINKLER PLAN SCALE: 1/8" = 1'-0" 0'. 4' 8' 16' 24' T Fire Protection Pr©ducts Worldwide Contacts www.tyco-fire.com RAVEN 5.6K Institutional Sprinklers Pendont and Horizontal Sidewall Quick Response, Standard and Extended Coverage General ascription TYCO RAVEN 5.6K --=institutional Pendent and Horizontal Sidewall (NSW) Sprinklers are quick response spray sprinklers designed for use in areas suchl as correctional, deten- tion, and mental health care facilities as well as other commercial buildings. Both the pecldent and horizontal side- wall styles are available for Standard Coverage (tight and Ordinary Hazard) or Extended Coverage (Light Hazard) applications. • The assembly is designed with tam- per-resistant features to help prohibit a false activation. • This sprinkler is designed to operate when the; Inner Link (Ref. Figure 1) is removed manually. While the de- sign of this sprinkler makes manual removal of the Inner Link less like- ly, this feature negates the possibil- ity of a tampered sprinkler placed in a condition where it would not oper- ate in the event of a fire due to prior part removal. • This protected, unobtrusive design helps reduce the opportunity for in- dividuals to injure themselves or oth- ers with piecemeal components of the sprinkler. • The flush design is aesthetically ap- pealing by concealing ail operating parts. RAVEN Institutional Sprinklers de- scribed herein must be installed and maintained in compliance with this document and with the applicable stan- dards of the National Fire Protection Association (NFPA), in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. TYCO Fire Protection Products specifi- cally disclaims any liability for damag- es or injury (including death) arising out of or caused by manipulation, disman- tling, or misuse of RAVEN Institutional Sprinklers or the use or attempted use of the RAVEN Institutional Sprinklers or any component thereof as an instru- ment unrelated to its intended function as a fire protection device. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) SIN DOT APPLICATION COLOR* TY3281 Black Pendent Standard Coverage LEGEND NEW TYCO TY-RFII QUICK RESPONSE CONCEALED PENDENT 1b.' 155° TY3531 WITH WHITE COVER PLATE QTY: 62 NEW TYCO RAVEN 5.6K INSTITUTIONAL QUICK RESPONSE STANDARD COVERAGE PENDENT SPRINKLER 155° TY3281 QTY: 11 ► REPLACE EXISTING WITH: TYCO DS -1 QUICK RESPONSE DRY HORIZONTAL SIDEWALL 1/2" 155° TY3335 QTY: 2 SCOPE OF WORK -SCOPE OF WORK: REMOVE EXISTING DROPS AND SPRINKLERS. REPLACE WITH FLEX -HEAD AND CONCEALED SPRINKLERS (INTSTITUTIONAL SPRINKLERS WHERE NOTED) REPLACE 2 EXISTING DRY SIDEWALL SPRINKLERS WITH NEW "gfetrsra'hi' • esevarICATR or COMPETENCY • PiER PROTECTION SPRINKLER SYSTEMS Gary Breiwick 7228-0592-C Level 3 Northwest Fire Systems, L.L. C. FS 28CR GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2010 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLERS ORDINARY HAZARD SPACING: 130 SF MAX PER SPRINKLER GENERAL LEGEND -0 -4 X O BOO 806 BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOiST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 4 F E/C C/C c/t GG TG TxF ATR 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 'Gr) THREAD/'Flr (ALSO 'Fxr) ALL -THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. REV DATE ALL RIGHTS ARE RESERVED. ALL NOTATIONS, _DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. PENDENT SPRINKLER STYLES PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON n n BY DESCRIPTION n n n OliST FIRE $ysrf�f Saving fives Protecting Property CASCADE BHAVIORAL HEALTH 1 NORTH 12844 MILITARY RD SOUTH T U KW I LA,WA Date: 03/15 Drawn By: G.B. Checked By: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHF.S928CR Ti 1 PAID RR 11 2015 1 Scale: as noted Job #: 04199c 1 of /._26f173 0444, 0 W LA 0 0 z J Q IA VV)) Et 0 Z U Q0 Z Z_ V) X � W W J Z J Q CC O W Z J Y � Z O zW Z _ Z Z Q 11' et co co o z W P Z W � -J 0 -J Q W > Z 0 W - 0 LA w Z J O J W 0 W �- U 0 � Z 0 J 0 J Q W CLI I..L (l >- 0 W ZI;J) J W f Z W Z Z cQ J lijW cc J � Y Z� aa_ �v ▪ I 81-0"10 CO 03 b 1 l,A0 '114 � D OH, 6. _ • _ • _ • -• -i- • - • --4 - -4-412 _ �1-011 © I I 1 C-3 TYP • _i_ �IcV 8'=0'1- ice) 0-812 '''- C•1 , ' 0-812 Design Area 4 Wet NW WING [+ 9' 0'1 07308 r1E10 1 0" ystem2 21 0-6 Demand Calculations using Hazen -Williams Method Occupancy Classification: OH GP 1 Design Area Density: 0.15 Additional Outside Hose: 250 23'-0' OF 1' PIPE ADDED (FORCED LENGTH) TO EACH 1' DROP FOR VIC-FLEX DROP. SEE HYDRAUUC CALCULATIONS =CTION R1 X 212 Al.)/�,a� -D 1 81- " C-3 [+9'81 2" MI TI._i+1 `_ 2-1012 XISTING-MAIN REMAINS PES -115E- - XISt4NG-Bf2-ANGH- - " '.''LINEOUTLET' AS SHOWN 1 N � Design Area 3 W NE WING Demand Calculations using Hazen -William Occupancy Classification: OH GP 1 Design Area Density: 0.15 Additional Outside Hose: 250 8'-0" C-3 TYP 23'-0' OF 1' PIPE ADDED (FORCED LENGTH) TO EACH 1' DROP FOR VIC-FLEX DROP. SEE HYDRAULIC CALCULATIONS Q L U ZQ Q (Z V) W V) X 0 0 Z Q Z O X • W W J Z Q J Z J Z E W I:n J 2 = Z Z QQ X lY CO co O IY Z ii- J V) Z W E J n LA W 0 Z LA ~ XIS -TING MAIN REMAINS (RE -USE EXISTING BRANCH - LINE OUTLETS AS SHOWN 7. - -Oa-19122)- =51-2 - x +9'812' [+1 O' 4' 1 1-4 LR. alt 1 1-412 - 2_-012- - _ f _ _ _ _ REMO At AN A CE OF VERTICAL GWG-BY'OTHEI Ssi C-1 _i _ _ F_OR_THLS-P_I E 1 INSTALL 8'5"j _ 1-1 -S-8'-0" C-1 0-10 -2-01x---- 112 114 S -1312-0-V4- 4, -3120- 4 L3` 2-7 o 111.111. N CV 0 LA LA ec 1- W Z J J O J D W 0 W a- I Y- 0 � W o 00 W Q WI R.= 0 W Z I;1) J CL W Z W Z Z Q W LA X J � Y Z 12-2 Qa_ Sala InMmmbn Deb al Flo. Teat I Inb'. 05.042015 LmaNal low test tete FRONTAGE MILITARY ROAD Sova MIRA WM der b 10N0 COUNTY WATER DISTRICT Y20 Soule Data Poul, Pressure 84.00 20.00 Flaw 000 2500.00 OW TEST RESULTS STATIC : 84 PSI RESIDUAL : 20 PSI FLOW : 2500 GPM MILITARY ROAD SOUTH \\\ SPRINKLER SYMBOLS \ \ SYM CST POSITION MASH TEMP K NPT SN MFG. MODEL/ OO 111 miD M,ATE 165 5.60 1/2' TY3281 TYCO 1Y3281 © 178 UPR BRASS 155 5.60 1/2' TY 3131 1YC0 TY 3131 0 1 PEND BRASS 158 5.80 1/2' TY3231 TYCO TY3231 0 20 UPR BRASS 155 550 1/2' TY 3131 TYCO TY 3131 ig 14 PEND %vim 155 5.50 1/2' TY3531 TYCO TY 3531 394 TOTAL HEADS / / m I I C-3 TVP C-3 TVP I C-3 C-3 Oes'mn Area 5 Wal Sleben NE MNG Deward Calwlatlaro using HesmsWMams MshoE 0,ncy C1ess0a0m: DH GP 1 Design Awe Dmreily 015 50508 IONstle Nae, 250 Cosign Mea NK 81500 De+:n0 Calolaeme a10 5 .109ene MOM Galcoy (aaCcali : CC GP Cosign Alos Densly: 5.15 8015onsi DChib Hae: 250 c Wal S%sbm [+re' 1r YAM ROANS 01-1111 MOM MASON 'g IM<w M SNIM [+10'4 SECTOR RI FITTER NOTE: NEW UNE PIPE RUNS AT EXISTING UNE LOCATIONS WHEREVER POSSIBLE. RE -USE EXISTING HANGERS WHERE POSSIBLE ANY C -CLAMPS THAT ARE EXISTING FIELD VERIFY RETAINERS ADD RETAINERS IF NONE ARE PRESENT. MOST HANGERS ARE 3/8' CONCRETE INSERTS AND 3/8' A.T.R.. USE 3/8' ROD COUPUNGS TO EXTEND ROD WHERE REQUIRED. ADD UNE RESTRAINTS WHERE SHOWN 1-E.1.') 4- J !-SONIef TO IMM 1iAT FAIN SISIMICAL 00011 NOT N OINIR D1 110 NOM 11 1 IRA RE1101E ALL FIRMS SIMO1 N#SOER LINE PP1N0 MD REPLACE 11E1H NEN IMINCLER NNANOI LSE PPN0. ALL IDIMND CROSS MD FEED YAMS IENAN. NEN EEE PPE M IEELDED SOEDDAE 10. AU. NEW 1 REA0ED SPRNKLER LEE PRM DYHA-'MEAD UE PPE 3 1-s 111 6. fX Ij • C-1 MINI OS NMI A 1 ACCEPTED O Without Comments As Noted in Rei? 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 vofid this acceptance and will require a resubmittal o' revised urawings for subsequent approval. Final acceptance is suojit,tct to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: ?-ILf - (5 By: © `�) i 4JliW.Lja FIRE DEPARTMENT Poe:!! .,:i 206-575-4407 and g, v this Firs: Permit No. �.S1tS- I15 and exact t ss kr shut- down hutdown or recto l/on approval, FILE COPY FITTER NOTE: NEW UNE PIPE RUNS AT EXISTING UNE LOCATIONS WHEREVER POSSIBLE RE -USE EXISTING HANGERS WHERE POSSIBLE ANY C -CLAMPS THAT ARE EXISTING. FIELD VERIFY RETAINERS ADD RETAINERS IF NONE ARE PRESENT. MOST HANGERS ARE 3/8' CONCRETE INSERTS AND 3/8' A.T.R.. USE 3/8' ROD COUPUNGS 10 EXTEND ROD WHERE REQUIRED. ADD UNE RESTRAINTS WHERE SHOWN MOVE ACL UMW EIRANCH SWIM LME PPM MD REPLACE EE1H Ili SPIT IQ.01 SRANC H UNE PPN0. ML 0057110 CROSS AND RED MANY MAIN. NEM LSE MIS !COED SCHEDULE 10. ALL LEN "WADED 111110011121 UNE PPE 15 DYNA-111 EAD LSE PPE r, ® *e C SECTION R2 .11 I -j •r-rAFt10None Inv TRAIL _ -111-040-1 �r b 1117 0:w aticti strii DtKII Et Nil CONN MO SIM/ NOWs MOM WS. SORY 70 1UNILA COM= .1111 MO SPA 11 WASS MOO 10 ISO 11111 MS COONStY MORI NSW ASK MO SLOE ULM AL IOW= HMI NE UM OAK OEMS 16111U1110 MO PPE. ANA MUMS NE MEND PER WA 13 LIC SI GUM Man ISMS NO COM MOM raw am goo rt. LEVEL2TENANT SITE PLAN LEVEL2TENANT SPRINKLER PLAN9N 8' 16' 24' trxil 4-12-10 -41111 Demon Area 2 RIR WW1 SE WING Priand GRAM. wing Hasen.WIllarits Method Occupancy ClessiDustom OH GP 1 Desgs Ares Derist 0.15 04151iond Oubilds Ham 25D otic, xii nd : culmens using Ham -Mom Mat5o5 capa0cy Classification: OH GP 1 ign Area Density 015 Aced (Chitin Hcos'. 230 Calculation results for Design Area 1 - SE WING This system as shown on NORTHWEST FIRE SYSTEMS company print no dated for CASCADE BEHAVIOR HOSPITAL at 12844 MILITARY ROAD fOUTH contract no is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m2) of floor area over a maximum area of 1056 ft2 when supplied with water at a rate of 210.4 qom at 68.2 psi at the base of the riser. Hose stream allowance of is included in the above. Commodity classification: Maximum storage height: 17. - Maximum velocity: Number of heads flowing: 10 System Type: Wet 22.05 ft/s Occupancy classification: OH GP 1 Storage arrangement: Flow from In -Rack sprinklers: Flow from Overhead sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond source: Total of all flows: 0 gpm 210.4 gpm 0 gpm 0 gpm 210.4 gpm 250 Qom 460.4 gpm Calculation results for Design Area 2 Pressure Required at Source: Pressure Available at Source: Surplus Pressure i1it Source: - SE WING 68.2 psi 81.2 psi 13 psi This system as shown on NORTHWEST FIRE SYSTEMS compally print no for CASCADE BEHAVIOR HOSPITAL, at 12844 MILITARY ROAD SOUTH contract no is designed to discharge at a rate of 0.15 L gpm/ft2 (Umin/m2) of floor area over when supplied with water at a rate of 23 .5 c m at 68.8 psi, at the base of the riser. a maximum area of 1160 ft2 Hose stream allowance of is included in the above. ,, I Occupancy classification: OH GP 1 ' Number of heads flowing: 11 Commodity classification: ,_ System Type: Wet Maximum storage height: 1... Maximum velocity: 19 63 ft/s Storage arrangement: dated Flow from In -Rack sprinklers: Flow from Overhead sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond source: Total of all flows: 0 gpm 236.5 gpm 0 gpm 0 gpm 0 DM 236.5 gpm 250 qpm 486.5 gpm Pressure Required at Source: Pressure Availabl at Source: Surplus Pressure t Source: 68.8 psi 12.1 psi Calculation results for Design Area 3 - NE WING This system as shown on NORTHWEST FIRE SYSTEMS company print no for CASCADE BEHAVIOR HOSPITAL at 12844 MILITARY ROAD SOUTH contract no is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m2) of floor area over a maximum area of 1365 ft2 when supplied with water at a rate of 269.6 QOM at 62.8 psi, at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: OH GP 1 Commodity classification: Maximum storage height: Maximum velocity: 18.17 ft/s Storage arrangement: dated Number of heads flowing: 14 System Type: Wet Flow from In -Rack sprinklers: Flow from Overhepd sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond scurce: Total of all flows: 0 gpm 269.6 gpm 0 gpm 0 gpm 0 CUM 269.6 gpm 250 oPrn 519.6 gpm Calculation results for Design Area 4 Pressure Required at Source: 62.8 psi Pressure Available at Source: 80.5 psi Surplus Pressure at Source: 17.7 psi - NW WING This system as shown on NORTHWEST FIRE SYSTEMS company print no for CASCADE BEHAVIOR HOSPITAL at 12844 MILITARY ROAD SOUTH dated contract no is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m2) of floor area over a maximum area of 1159 ft2 when supplied with water at a rate of 217.5 qpm at 38.1 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: OH GP 1 Commodity classification: Maximum storage height: Storage arrangement: Number of heads flowing: 11 System Type: Wet Maximum velocity: 12.8 ft/s Flow from In -Rack sprinklers: Flow from Overhead sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond source: Total of all flows: 0 gpm 217.5 gpm 0 gpm 0 qpm 217.5 gpm 250 qpm 467.5 gpm Pressure Required at Source: 38.1 psi Pressure Available at Source: , 81.1 psi . OOOOOOOOOOOOOO Mb O 0, IN 111. M. MP OM 0 01.110 OM. • IRIASIISRIOTON STATE ., : 7226-0592-C Level 3 1 Northwest Fire Systen1s, L.L. C. • • 1 Dote GENERAL LEGEND EARTHQUAKE BRACING PIPE HANGER GROOVED CAP -D CAP -4 PLUG 0 HYDRAUUC REFERENCE POINT BOD IENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERUNE PIPE TO BO'TTOM OF BEAM BOJ CENTERUNE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOW FACE OF WALL FOC AFF R.C. E/C C/E GG TG TxF KM FACE OF CONCRETE ABOVE FINISHED FLOOR °BUNG HEIGHT REDUCING COUPUNG OUTLET COUPLJNG WELDED OUTIET 'Fir FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/111' (ALSO WO ALL -THREAD RCO THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION 7-6-15 NICK PLAN REVIEW PENDENT SPRINKLER STYLES PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON CASCADE BEHAVIORAL HOSPITAL SECOND FLOORi CONVERSION 12844 MILITARY RildAD SOUTH TUKWILA, WAp8168 Date: 05/06/2015 Drawn By: NICK Checked By:GARY NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. K6T, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHFS928CR Scale: as noted Job #:04239C 1 of 4 41 740 SECTION R1 1 CE 'OF VEkTI9AL 1- - - - --$-8':getil — — — — — — GW41 BY OTHERS/' LO 1 1-312 8 4 2-1012 +8'8" 3 0-10 FITTER NOTE: NEW LINE PIPE RUNS AT EXISTING yl\IE LOCATIONS WHEREVER POSSIBLE. RE—USE EXISTING HANGERS WHERE POSSIBLE ANY C—CLAMPS THAT ARE EXISTING, FIELD VERIFy RETAINERS. ADD RETAINERS IF NONE ARE PRESENT. MOST HANGERS ARE 3/8" CONCRETE INSERTS AND 3/8" A.T.R. . USE 3/8" ,ROD COUPLINGS TO EXTEND ROD WHERE REQUIRED. ADD LINE RESTRAINTS WHERE SHOWN° 0 1 C-3 NTYP REMOVE ALL EXISTING BRANCH SPRINKLER LINE PIPING AND REPLACE WITH NEW SPRINKLER BRANCH LINE PIPING. ALL EXISTING CROSS AND FEED MAINS REMAIN. NEW LINE PIPE IS WELDED SCHEDULE 10. ALL NEW THREADED SPRINKLER LINE PIPE IS DYNA—THREAD LINE PIPE 1 0-4 0-4 1 5-4 LR. CO MK 5-4 RE—CONNECT TO EXIST 1 LINES THAT FEED MECHANICAL ROOM NOT IN CONTRACT NO WORK THIS AREA 1 MATCH LINE GRID A FITTER NOTE: NEW LINE PIPE RUNS AT EXISTING LINE LOCATIONS WHEREVER POSSIBLE. RE—USE EXISTING HANGERS WHERE POSSIBLE ANY C—CLAMPS THAT ARE EXISTING, FIELD VERIFY RETAINERS. ADD RETAINERS IF NONE ARE PRESENT. MOST HANGERS ARE 3/8" CONCRETE INSERTS AND 3/8" A.T.R. USE 3/8" ROD COUPLINGS TO EXTEND ROD WHERE REQUIRED. ADD LINE RESTRAINTS WHERE SHOWN REMOVE ALL EXISTING BRANCH SPRINKLER LINE PIPING AND REPLACE WITH NEW SPRINKLER BRANCH LINE PIPING. ALL EXISTING CROSS AND FEED MAINS REMAIN. NEW LINE PIPE IS WELDED SCHEDULE 10. ALL NEW THREADED SPRINKLER LINE PIPE IS DYNA—THREAD LINE PIPE DA A1163161116: 962.87 5'-8" 11 ti— N 1-512 1,400 la, 12'- 0-412 1-9 cop, 1 4-4112 1-13121 1 41 LRir 1 1 0-412 CO Fb 11 0412 col 12 4-7 0-4 do— Fr 0-4112 -2121 21.312 017101P4" LR. 6" 1 0-5 rill .1.7c_ 1.:iiiiir1 . ;-_212,1 1 7 ii ,_0_,9 , , .9 076 i, ,i10,2 ,.....,„,„ ectio 1 j101b1i2LYN417. 1 11-!li Oi rHiej 1 9-! 5 . 11 46____) 6=D I _1_, C-3 35 4€4 DA N1116m316: 1 DA A1183161116: 904.50 0-612 R2 0-2 0121 bc N 11 0-612 1112 0_112 R. 11 01.512 1.1 OMB 1 n Area 1 Wet S stem "E WING emand Calculations using Hazen -Williams Method c,cupancy Classification: OH GP 1 esign Area Density: 0.15 dditional Outside Hose: 250 IN 00 OP 0 8'-5" AFF TO CENTER 81(26111(; -2 -181*€° - t C-3 2 TYPICAL 1 0-41 1 0-412 4-412 81 70 1 44 1-512 6-1012 4-101 N I qz)-118;12 -;i812 , If-, -,_611211 0-r16 1 1 11 .t-ir'--g.'" 1 1 I 1 721 0412 1 1 11 112 r,1 1-212 1 1_311112 Ca cp C-1 1 0-5 1 0-3 1 2 43- 9'101 2'D ;1 • griP1-w2 11 6'1—fgr 212 ft 44 I 11 gzsg 0- 2-71 2 07-10 4E3) 1-1112 Cs 9" 3" x 1 M.T. 112 MOVE SPEAKER'S 2'-0 x 1 M.T. CV cr. 1 M.T. DESIGN AND INSTALL NOTE: DESIGN SHALL COMPLY TO TUKWILA ORDINANCE #2436 AND NFPA 13 MAXIMUM SPACING IS 130 SQ FT PER ORDINARY HAZARD GROUP #1 ABOVE AND BELOW CEILINGS ALL SPRINKLER HEADS ARE LISTED QUICK RESPONSE ROP CEILING TO 7'-10" SO EXISTING 1 i" PIPE OUTLET 8'-5" AFF TYPICAL AIN CENTER XIST. 2 SPRINKLER SYMBOLS 394 TOTAL. HEADS ROP CEILING TO 7'-10" SO EXISTING 1 PIPE OUTLET CAN CLEAR LIGHT FIXTURE Desi n Area 2 Wet S stem SE WING Demand Calculations using Ham -Williams Method Occupancy Classification: OH GP 1 Design Area Density: 0.15 Additional Outside Hose: 250 2X-0" OF 1" PIPE ADDED (FORCED LENGTH) TO EACH 1" DROP FOR VIC-FLEX DROP. SEE HYDRAUUC CALCULATIONS 2S-0" OF 1" PIPE ADDED (FORCED LENGTH) TO EACH 1" DROP FOR VIC-FLEX DROP. SEE HYDRAUUC CALCULATIONS CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Gary Breiwick II 7226-0592-C Level 3 • Northwest Fire Systems, LI. C • my .. 41, MMMMMM 000000 LEVEL2TENANT SPRINKLER PLANT 24' so a IN al GENERAL LEGEND -4 BCD BOB BOJ FOS EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAUUC REFERENCE POINT CENTERUNE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM CF BEAM CENTORUNE PIPE TO BOTTOM Cf JUST FACE OF STUD FACE OF NOIL FOC AFT CH R.C. E/C C/E GG TG TxF AIR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "Gr) THREAD/11r (ALSO "Fxr) ALL—THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION 7-6-15 NICK PLAN REVIEW PENDENT SPRINKLER STYLES PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON CASCADE BEHAVIORAL HOSPITAL SECOND FLOOR CONVERSION 12844 MILITARY ROAD SOUTH TUKWILA, WA ,98168 Date: 05/06/2015 Drawn By: NICK Checked By:GARY NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KEII\IT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHFS928CR Scale: as noted Job #:04239C 2of4 0 .181 RANN OA © 175. ,UPR BRASS 155 5.110 1/2- TT 3131 IWO TY 3131 0 1 BRASS 155 5.40 vr TY3231 TYCO 7Y3231 0 20 .120M _LIP0 BRASS 155 5.60 1/2. Tv 3131 iTco 1Y 3131 394 TOTAL. HEADS ROP CEILING TO 7'-10" SO EXISTING 1 PIPE OUTLET CAN CLEAR LIGHT FIXTURE Desi n Area 2 Wet S stem SE WING Demand Calculations using Ham -Williams Method Occupancy Classification: OH GP 1 Design Area Density: 0.15 Additional Outside Hose: 250 2X-0" OF 1" PIPE ADDED (FORCED LENGTH) TO EACH 1" DROP FOR VIC-FLEX DROP. SEE HYDRAUUC CALCULATIONS 2S-0" OF 1" PIPE ADDED (FORCED LENGTH) TO EACH 1" DROP FOR VIC-FLEX DROP. SEE HYDRAUUC CALCULATIONS CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Gary Breiwick II 7226-0592-C Level 3 • Northwest Fire Systems, LI. C • my .. 41, MMMMMM 000000 LEVEL2TENANT SPRINKLER PLANT 24' so a IN al GENERAL LEGEND -4 BCD BOB BOJ FOS EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAUUC REFERENCE POINT CENTERUNE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM CF BEAM CENTORUNE PIPE TO BOTTOM Cf JUST FACE OF STUD FACE OF NOIL FOC AFT CH R.C. E/C C/E GG TG TxF AIR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "Gr) THREAD/11r (ALSO "Fxr) ALL—THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION 7-6-15 NICK PLAN REVIEW PENDENT SPRINKLER STYLES PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON CASCADE BEHAVIORAL HOSPITAL SECOND FLOOR CONVERSION 12844 MILITARY ROAD SOUTH TUKWILA, WA ,98168 Date: 05/06/2015 Drawn By: NICK Checked By:GARY NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KEII\IT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW.NWFIRESYSTEMS.COM LICENSE #NORTHFS928CR Scale: as noted Job #:04239C 2of4 j 8'-0" C-3 ® 4- 0 71-6" C -31 z 8'-0" C-3 0 ®,®0 ® ®O ® 8'-0'1 C-3 TYP --5 I®0 z z H ®® C-3 0 In 81.011 r! C-3 z r'-1 s/` " ®81_011 C-3 z ® 8 z ® 81.0" C-3 ®® z 0 8' 4-8-0"® Cr3 N® 7-1 z ® L1® r C-3 8'-0" C-3 TYP 481.0" r' s fi __.: lam. .._......._... ® X j 1-4 I • I • 11 C-1 Z El . CNT POSTIION r 1E. K NPT , NFC. 0 ® 181 " ow M1I1E 103 5.80 C TY3281 TYCO V -0" C-3 N _ ® I z ® 0 ® O i I I 00 I ®, ® 8.4)" 0,1 z x X X • ! ! r-- T • 1r. :.- 1 C-4Ei 3 e ti m==0==r----1=====r ----------c=====-----1• 4-- ® ® 3-D ISO OF 2ND FLOOR SPRINKLER PIPE NO SCALE N 0 0 0 ®O 8'-0" C-3 z ®O 1 -,___ 4 -I-- i X__........._ _ .W. . ® 0 z 7'-2" C-3 X �y �il_OII �TT C-1 X 7'-2'. C-3 0 ® ® 0 0 gild C-3 N N 0 O® 0 ctz z 0 . .r- .�.-11=1._ SPRINKLER SYMBOLS SYM CNT POSTIION FINISH 1E. K NPT SN NFC. 1100€14 ® 181 " ow M1I1E 103 5.80 1/2' TY3281 TYCO 1Y3281 © 178 UPR BRASS 155 5.80 1/2' TY 3131 TYCO TY 3131 0 1 PENT) BRASS 155 5.80 1/2' TY3231 TYCO TY3231 O 20 UPR BRASS 155 5.80 1/2' TY 3131 TYCO TY 3131 ® 14 PEND IBN1E 153 5.00 1/2' TY3531 TYCO TY 3531 394 TOTAL HEADS REFLECTED CEILING PLAN SCALE: 1 /8" = 1'-0" 4' 8' 16' 24' WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER STATEN* Gary Breiwick 7226-0592-C Level 3 Northwest Fire Systems, L.L. C. NC THF 28CR :I.n"ty, avers T GENERAL LEGEND EARTHQUAKE BRACING PIPE HANGER GROOVED CAP — }-- RIGID COUPLING ( UNLESS NOTED ) —D CAP —4 PLUG g CENTERLINE O HYDRAUUC REFERENCE POINT BOD CENTERUNE PIPE TO BOTTOM OF DECK BOB CENTERUNE PIPE TO BOTTOM OF BEAM BOJ CENTERUNE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOW FACE OF WALL FOC AFF CH R.C. 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET "FIT' FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT') THREAD/11M * (ALSO "Fxr) ALL—THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION n 7-6-15 NICK PLAN REVIEW PENDENT SPRINKLER STYLES IST ' PENDENT WITH PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON n n n CASCADE BEHAVIORAL HOSPITAL SECOND FLOOR CONVERSION 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 Date: 05/06/2015 Drawn By: NICK Checked By: GARY NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW. NWFI RESYSTEMS.COM LICENSE #NORTHFS928CR N Scale: as noted Job #: 04239C 30f4 TiRrr ..i t, PIPE BRACE SCHEDULE PIPE (SCH.40) ' MAX. LENGTH OF BRACE 1 7 FT. 0 IN. "i 9 FT. 0 IN. 15 FT. 6 IN. 19 F. 6 IN. -INH 1 1/4 -INCH 1 1/2 -INCH 2 -INCH MAXIMUM LENGTHS FOR BRACING SHOWN ARE BASED ON SCHEDULE 40 PIPE BRACES����AND 45 ATTACHMENT t►NGLE BRACING ROSS GMAAIINS AND 12'TOR2S1 /2�BRANCH-LINES 6 SWAY BRACE PIPING (TYPICAL) (2) FAST CLAMPS (TOLCO FIG. 1000) SWIVEL AY BRACE TOLCO FIG. 90 OR 910) RISER MAIN TYPICAL) CONCRETE OR CMU WALL CONCRETE ANCHOR & BOLT (TYPICAL,) FOUR WAY SEISMIC BRACING TOP BEAM CAMP i"ATR TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT • . BAR JOIST TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO SWAY BRACE ATTACHMENT PIPE = 1" THRU 2" PER NFPA #13 ��- TOLCO SWAY BRACE / ATTACHMENT FIGURE 825 TOLCO FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT FIG. 4A ---'� PIPE CLAMP FOR SWAY BRACE AFCON 085 BRACE ADAPTER BAR JOIST SWAY BRACE ATTACHMENT TOLCO SWAY BRACE ATTACHMENT BRACE ATTACHMENTS MUST BE PIPE NFPA" 1 3RU 2 `, USED ONLY WITH OTHER TOLCO # PRODUCTS, TO MAINTAIN U.L. LISTING. SCALE: N.T.S. 'BAR JUISI SWAY BRACE AlIACHMENT LATERAL & LONG. SWAY BRACING FOR MAINLINES & BRANCHLINES SCALE: N.T.S. FIELD VERIFY EXISTING BRACING IS TIGHT AND CODE COMPLIANT. BRACE NEW 1 1/4" PER DETAILS RETMER s MAP TOP BEAM CLAMP, ROD, AND RING FOR MAINS XISTING I—BEAMS CONCRE1E ANCHOR 6 NN -ALL 11IREAD ROO PIPE RING BRANCH LINE RESTRAINT AFCON 085 BAR JOIST ATTACHMENT A. ALL SPRINKLER SYSTEM BRANCH LINES SHALL BE RESTRAINED AGAINST EXCESSIVE MOVEMENT PER THE FOLLOWING MINIMUM CRITERIA LISTED BELOW. IF THE BRANCH LINES ALLOW PENDENT SPRINKLER HEADS TO MOVE MORE THAN 3" FROM THE STAGNANT POSITION (FROM A LIGHT PUSH) AFTER INSTALLATION OF THE SYSTEM, ADDITIONAL RESTRAINT OF THE SPRINKLER DROPS SHALL BE PROVIDED. B. BRANCH LINES UP TO 20'-O" LONG SHALL REQUIRE NO ADDITIONAL MEANS OF RESTRAINTS PROVIDED THAT THE END HANGER RESTRAINS UPWARD MOVEMENT OF THE END SPRINKLER HEAD. C. BRANCH LINES FROM 20'-0" UP TO 40'-0" LONG SHALL REQUIRE ADDITIONAL MEANS OF RESTRAINT IN BOTH THE UPWARD AND LATERAL DIRECTIONS. ADDITIONAL RESTRAINT SHALL BE AT THE LAST SPRINKLER DRILLED CONC. ANCHOR HEAD AT THE MIDPOINT OF THE BRANCH LINE. HANGER THIRD FLOOR EW BRANCH & NEW SSP AND SSU ONCRETE DECK ON METAL PAN OOR SECOND FLOOR D. BRANCH LINES OVER 40'-0" LONG SHALL REQUIRE ADDITIONAL MEANS OF RESTRAINT IN BOTH THE UPWARDS AND LATERAL DIRECTIONS. ADDITIONAL RESTRAINT SHALL BE AT THE LAST SPRINKLER HEAD AND AT A MAXIMUM OF 30'-0" INTERVALS ALONG THE LENGTH OF THE BRANCH LINE. E. UPWARD RESTRAINT SHALL BE PERFORMED AT EACH HANGER ASSEMBLY BY BOTTOMING OUT THE HANGING ROD AGAINST THE SPRINKLER PIPING. F. LATERAL RESTRAINT SHALL BE PERFORMED IN INTERVALS NOT EXCEEDING 30'-0" BY ADDING RESTRAINING WIRES IN BOTH LATERAL DIRECTIONS. (SEE DETAIL ABOVE) XISTING BAR JOIST 0 2'-0" 0/C EW T—BAR OR HARD UD CEIUNG FIRST FLOOR TYPICAL SECTION 1 /4"=1'-0" PRODUCT LEGEND 1 INLET NIPPLE (1" MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD FITTING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE (,1" NOMINAL DIAMETER) (LENGTHS AVAILABLE 31", 36" 48", 60", & 72") 6 COLLAR / WELD FITTING 7 NUT 8 : REDUCING OUTLET (AVAILABLE 1/2" OR 3/4" FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24" AND 48" LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) SEE VICTAULIC SUBMITTAL NUMBER 10.85 C US 13 SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS LISTED 2x4 STUD DROP CEIUNG TILE CEIUNG COVER PLATE , SPRINKLER HEAD BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 F. OF A HANGER. THE HANGER CLOSEST TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESIST UPWARD MOVEMENT OF A BRANCH UNE. INSULATION OVER 2-18x1/2" STEEL DECK SELF TAPPING SCREWS STEEL STR 3" WIDE x4"LONG x12GAL ATR SHALL BE TIGHT TO TOP OF PIPE AT END OF UNE, TO PREVENT VERTICAL MOVEMENT SPLAYED SEISMIC BRACING WIRE 2 TIGHT TURNS AROUND PIE END OF LINE RESTRAINT • SPKR. UNE FOUR 11GHT TURNS PER PLAN SCALE N.T.S. • IFIASNIMYTON STATE ▪ CERTIFICATE OF COMPETENCY ▪ FIRE PROTECTION SPRINKLER SYSTEMS 1 Gary Breiwick 7226-0592-C Level 3 • Northwest Fire Systems, L.L. C. • • N+'THF•' 8CR • GENERAL LEGEND 4 -- EARTHQUAKE BRACING PIPE HANGER GROOVED CAP --�— RIGID COUPUNG ( UNLESS NOTED ) — D CAP -� PLUG g CENTERLINE HYDRAUUC REFERENCE POINT BOD CENTERLINE PIPE TO BOTTOM OF DECK BOB CENTERUNE PIPE TO BOTTOM OF BEAM BOJ CENTERUNE PIPE TO BOTTOM OF JOIST FOS FACE OF STUD FOW FACE OF WALL FOC cH R.C.4 E/C C/C c/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET •FIT' ATi1Nc END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO THREAD/"FIT• (ALSO "Vxr) ALL -THREAD ROD THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION. REV DATE BY DESCRIPTION n 7-6-15 NICK PLAN REVIEW PENDENT SPRINKLER STYLES PENDENT WITIE PENDENT WITH SEMI -RECESSED 401 ESCUTCHEON ESCUTCHEON PENDENT WITH CONCEALED ESCUTCHEON n n n n CASCADE BEHAVIORAL HOSPITAL SECOND FLOOR CONVERSION 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 Date: 05/06/2015 Drawn By: NICK Checked By: GARY NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 0 .206.772.7502 F .206.772.7504 WWW. NWFI RESYSTEMS.COM LICENSE #NORTHFS928CR Scale: as noted Job #:04239C 40f4 / NE> / NF / NG \A/ NI NO WORK THIS AREA N4 REPLACE PENDENT SPRINKLERS IN THIS AREA WITH NEW TYCO RAVEN INSTITUTI❑NAL PENDENTS 1fIRE SPRINKLER PLAN* DESCRIPTION OF WORK RELOCATE A\D. ADD PEN DE \T SPRINKLERS DUE TO NEW CEILING AN WALL LAYOUT IN EXISTING FULLY SPRINKLERED BUILDING, D / NE> i NF f NG A> o\ S 1. ALL W0� 2. EXISTING PKTECT- 3. ALL VIEW RCT �C PE SYST_ D, DIPI 0\ OTHS: NFPA 13 2013 V IS A WET SYSTEv EATEN EXISTING 3UILD GIS1"SC- 40 Without Comments As Noted in Red Per The Attached Letter e plans have been reviewed by The Tukwila Fire e; tion Bureau f>ir conformance v,, T, current City dards. Accep r• is subject to errors and l`SSions which violations of adopted wards and orc', ; ^<-,t.rhe responsibility for the of des 9r, ca iv with the designer. (tions, de:e:ioa = ° ax ons to these drawings after date wily �, c .::.ace and will require a esubarsltta o; ale. 'r7wirgs for subsequent approval. =i Fal acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention bufeau. V Yk Date: 16 ":30-1`i��: n � SY V B WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level Emerald Fire, LLC. EMERAFL980MR Signature Y MUNI MS z, IOW IBEtsS Ee YC I\ iUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. idol exact adds for shut- „!own hut.'own or restorattion approv ” S A FULLY G. F NEW SPRINKLE EXISTING SPRIN D PIPING <LER PIPING RIPE HANGER EXISTING PE\DENT TO REMAIN PENDENT SPRINKLER TE BE RELOCATED AREA EF NO WORK r HAN GER NOTES 1. HANGERS SHALL BE SAMMY SCREW ROD AND RING 2. TRAPEZE HANGERS SHALL BE UNISTRUT, UNISTRUT NUT, ROD AND RING. 3. ALL HANGERS PER NFPA 13. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. EARTHQUAKE BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. OWNER TO PROVIDE A MINIMUM OF 40. F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL REPRESENTATIVES. Sprinklers Used CASCADE BEHAVI❑R HEALTH T.I. SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP K FACTOR 12844 MILITARY RD, S. TUKWILA, WA • TYCO TY3281 "RAVEN" QR INSTITUTION WHITE PENDENT 13 155° 5,6 EMERALD FIRE JOB NUMBER: 214050 EMERALD FIRE FIRE SPRINKLER SPECIALISTS PAID 11021 CRAMER RD. K.P.N. GIG HARBOR, WA, 98329 857-2056 EMERAFL980MR+ OCT 2:) 7014 221Ir gF E TOTAL 13 DATE: 10-27-14 REV' DRAWN MH/AD SHEET: 1 OF 1 ACCEPTED D Without Comments O As Noted in Red Per The Attached Letter Thee plans have been reviewed by The Tukwila Fire prevention Bureau for conformance with current City tz ndards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stzIn ards 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 submittal of revised drawings for subsequent approvril. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7- )-. z `C By: 31 UKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. -S- s1 end exact for hut - ..own ec rt5tsollon gip; oVaLY ti WORK SCOPE! ALL EXISTING BRANCH AND, MAIN PIPING REMAIN PIPING SHOWN IS EXISTING. REMOVE ALL EXISTING SPRINKLERS. INSTALL NEW TYCO RAVEN INSTITUTI❑NAL SPRINKLERS WHERE SHOWN. OFFSET EXISTING BRANCH PIPE AROUND NEW DUCTWORK AS REQUIRED. INSURE THAT ALL EXISTING EARTHQUAKE BRACING IS PER NFPA 13. FIELD INSPECT EXISTING HANGERS AND UPDATE AS REQUIRED. THIS LAY OUT IS BASED ON BILLY BROWN SURVEY OF JUNE 2014. NO WORK NO WORK NO WORK 6 N4 N F> <NG> <A/ ,, „ WORK SCOPE! ALL EXISTING BRANCH AND MAIN PIPING REMAIN PIPING SHOWN IS EXISTING. REMOVE ALL EXIS'T'ING SPRINKLERS. INSTALL NEW TYCO RAVEN INSTITUTI❑NAL SPRINKLERS WHERE SHOWN. OFFSET EXISTING BRANCH PIPE AROUND NEW DUCTWORK AS REQUIRED. INSURE THAT ALL EXISTING EARTHQUAKE BRACING IS PER NFPA 13. FIELD INSPECT EXISTING HANGERS AND UPDATE AS REQUIRED. THIS LAY OUT IS BASED ON BILLY BROWN SURVEY OF JUNE 2014. 8'-0" C-3 TYP 8 9 I1 +9'41 4µ,kN:,u .rc,,rtsY4 -22 co ',. 0-6 5-9'2-I1'7-7 ' 1913 - 'l�rllr ,9y4r, 1 11 1 •4 0174 I1 1 1 1 1 1 1 1 0.12/ ! cc I,.1J I r r 1,,, 1 1 1. -r - *I I 1 11111 111 1 1 I I L TTTT7 111 i T '{ 77 -ice 1- -1-.___ P 147) 1/ 1 I tial - • I r • 1 1 1 1 1! 1 1 1 1 (� ! ' 1! 1 1 1 r 1 1 I1 l 1--1 11 r t,.J5 Li,"!i .-! i-.1 1 1 1 1 I Tr 1 1{.1 ° 037 1 1 1 4 1 1 ITt d 1 6 �1n n 1 '''i'' t� .I • TIN c 4RISER EXISTING - ' FLOOR C❑NTR IL VALVE 20'-9' 8'-0" TCYP 20' al 21' 11k 2 WORK SCOPE! ALL EXISTING BRANCH AND MAIN PIPING REMAIN PIPING SHOWN IS EXISTING. REMOVE 1ALL EXISTING SPRINKLERS. INSTALL NEW TYCO RAVEN INSTITUTI❑NAL SPRINKLERS WHERE SHOWN. OFFSET EXISTING BRANCH PIPE AROUND NEW DUCTWORK AS REQUIRED. INSURE THAT ALL EXISTING EARTHQUAKE BRACING IS PER NFPA 13. FIELD INSPECT EXISTING HANGERS AND UPDATE AS REQUIRED. THIS LAY OUT IS BASED ON BILLY BROWN SURVEY OF JUNE 2014. REVISIONS 4 21' 11k 22' 6 SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL* 0 98 PEND WHITE 165 5.60 1/2' RAVEN TYCO TY3281 THIRD FLLILJR PARTIAL PLAN VIEW TE\ANT 22' 20'-3' EXISTING BRANCH AND MAIN PIPING ALL EXISTING TO REMAIN PLA\ VIEW 3/16"1 SPRINKLER EXISTING PIPI 2' 4' 6' 8' 10' 12' 14' 16' 18' 1lia.1w.1nw111ew10...r1111«.UNesim s•ll1..r.n11111ars..R•IIS, ▪ * . WASHINGTON STATE • c *. picATe Oi:�t3M�ET ENCY !t ▪ mow r'ltairuenOH .SPIRliNKLIEFU. ETEM11. ■ .N1Chatas rydi. dSkirria OO23-411134 ' Level T 3' Emerald Fire, L L C. I EMERAFLOSOMR $ y 1• 4- � w 4+ -rim---- ---111,1•11114101111,1104111 \G EMERALD FIRE 11021 CRAMER ROAD KPN GIG HARBOR, WA 98329 800-673-8791 0' 20'-9' 8'-0" C-3 OFFSET EXISTING BRANCH 8 PIPING OVER NEW HVAC '- --- DUCT AS SHOWN PLAN 3/15 "=1' 0' 9 CASCADE BEHAVIOR HOSPITAL 12844 MILITARY ROAD SOUTH 1 TUKWILA, WA 98168 P/4. D> FIRE SPRINKLER PLAN PERMIT NO. CONTRACT NO. APPROVAL DRAWN 8'Y SCALE NICK 1 /8" = 1'-0" DATE REVISED 06-16-14 FP1ofAID 332 Kju TU2WILA FIRE 8'-0" C-3 TYP 3 4 6 8'-0" C-3 TYP 8 9 ,w nh�lM1:, .'44eivrrrAr 444444 `D� (D) 8'-0" C-3 TYP 2 PLA 3 4 5 6 SYM CNT POSITION FINISH TEMP K NPT SIN MFG, MODEL# QQ 98 PEND WHITE 165 5.60 1/2' RAVEN TYCO TY3281 VIEW TENANT SPIN KB> TYPICAL FLOOR SECTI❑N 1/4"=1'-0" <LER DEFLECTED CEILING PLAN EXISTING LINE DROP TO FLEXHEAD FLEXHEAD HUB SECTION GALV. SHEET METAL FLEXHEAD MOUNT TO CEILING N. ACT CEILING e 9-0 AFF TYPICAL FLEX DROP 7 8 3/16"=1'-0" RETAINER STRAP IN SEISMIC AREAS ONLY TOP BEAM/ C—CLAMII WITH SET SCREW 3/8" ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL MAINLINE ONLY—OPTIONAL — NTS 8'-0" C-3 TYP 9 CONCRETE ANCHOR BALL THREAD ROD PIPE RING ._.) DRILLED CONC. ANCHOR HANGER NOTES DATE 2' 4' 6' 8' 10' 12' 14' 16' 18' REVISIONS DESCRIPTION BY lip OROR0101r wwSrwwssMiliisAiONsiiN=IesINIMOlIN illt is • WASHINGTON STATIE a • CitRT1FICATE O COMPETEr4CY a • FIRS !'ROT*CT$ON sPR1NKSER sYSTEMs a • 1 Nicholas PryorAdskim •▪ 0023-011340 '' Level T 3' r . Emerald Fire, L. L. C. ; sr EMERAFL980MR • a , • ■ • Vl~ / • Expiry,* O • rIN10iw MIiIM s1111111111.11111111w11.rrrsi1.11iswOil anaissaista t2/?t M4 a FIRE 11021 CRAMER ROAD KPN GIG HARBOR, WA 98329 CASCADE BEHAVIOR HOSPITAL 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 FIRE SPRINKLER PLAN PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY NICK SCALE 1 /8" = 1'—O" DATE 06-16-14 REVISED PLOTTED FP2of2 -18" BAR J I IST AND C NI I NCRET FL SPRINKLERS I IR DECK EXISTING AND \- INSTITUTI SPRINKLER SPRINKLER SPRINKLER PIPE I NAL TYPICAL MAIN EILIN THIRD FL I SUSPENDED IR c'rC ri .ii- ri nnn TYPICAL FLOOR SECTI❑N 1/4"=1'-0" <LER DEFLECTED CEILING PLAN EXISTING LINE DROP TO FLEXHEAD FLEXHEAD HUB SECTION GALV. SHEET METAL FLEXHEAD MOUNT TO CEILING N. ACT CEILING e 9-0 AFF TYPICAL FLEX DROP 7 8 3/16"=1'-0" RETAINER STRAP IN SEISMIC AREAS ONLY TOP BEAM/ C—CLAMII WITH SET SCREW 3/8" ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL MAINLINE ONLY—OPTIONAL — NTS 8'-0" C-3 TYP 9 CONCRETE ANCHOR BALL THREAD ROD PIPE RING ._.) DRILLED CONC. ANCHOR HANGER NOTES DATE 2' 4' 6' 8' 10' 12' 14' 16' 18' REVISIONS DESCRIPTION BY lip OROR0101r wwSrwwssMiliisAiONsiiN=IesINIMOlIN illt is • WASHINGTON STATIE a • CitRT1FICATE O COMPETEr4CY a • FIRS !'ROT*CT$ON sPR1NKSER sYSTEMs a • 1 Nicholas PryorAdskim •▪ 0023-011340 '' Level T 3' r . Emerald Fire, L. L. C. ; sr EMERAFL980MR • a , • ■ • Vl~ / • Expiry,* O • rIN10iw MIiIM s1111111111.11111111w11.rrrsi1.11iswOil anaissaista t2/?t M4 a FIRE 11021 CRAMER ROAD KPN GIG HARBOR, WA 98329 CASCADE BEHAVIOR HOSPITAL 12844 MILITARY ROAD SOUTH TUKWILA, WA 98168 FIRE SPRINKLER PLAN PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY NICK SCALE 1 /8" = 1'—O" DATE 06-16-14 REVISED PLOTTED FP2of2 r\a L LUV 1 ULUW 1q,/LL cr^mac -'•••r Oar "M-`wk.11•'•'y`•71""-.7[l .J GE\EAL \OTES 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, HUNG, 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 NEED NOT BE LOCATED ±2" OF CENTER OF TILE 8. NEW AND RELOCATED SPRINKLER HEADS ARE TO BE ON 1" DYNATHREAD OR SCHEDULE 40 ARM OVERS. 9. NEW MAINS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING WHERE HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 10. SPRINKLER HEADS HAVE BEEN ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 11. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). SCOPE OF WO� 1. RELOCATE (3) PENDENT SPRINLKER TO ACCOMMODATE TENANT IMPROVEMENT AND ADDITION OF CT SCANNER. 2. REMOVE THE (2) SPRINKLERS ALONG THE EASTERN WALL AND ASSOCIATED PIPING. 3. ALL REMAINING EIGHT SPRINKLERS IN SCOPE OF WORK ARE TO BE REPLACED WITH NEW STANDARD RESPONSE, STANDARD SPRAY, CONCEALED PENDENT SPRINKLERS RATED AT 155T & 5.6K. 4. ALL SPRINKLERS ARE TO BE ADJUSTED FOR NEW CEILING GRID ELEVATION. UNLESS NOTED OTHERWISE, NO OTHER HORIZONTAL MOVEMENT HAS BEEN DESIGNED. 5. PER CITY OF TUKWILA STANDARDS, AREA OF WORK DESIGNED TO 13OSF MAXIMUM SPRINKLER SPACING. 6. ALL AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN AS IS AND UNAFFECTED BY TENANT IMPROVEMENT. SPI <LER DETAILS a CORRUGATED METAL DECK HILTI KWWK BOLT 3 ROD COUPLING ATR TOLCO FIG. 25 SURGE RESTRAINER INSTALLED AT -or.- END OF EACH BRANCH LINE >%!♦j1 SWIVEL RING PIPE TO BE BRACED MINIMUM EMBEDMENT. 1 518 " 3/8" ATR FOR s 4" PIPING HANGER - CONCRETE (FOR 4" PIPE AND SMALLER) BRANCHLINE STRUCTURE HANGER 1" x ARMOVER SEE PLAN SUSPENDED CEILING) PENDENT HEAD RELOCATE DETAIL 1 EXISTING SOFFIT. REPAIR FINISH FROM CASEWORK REMOVAL 2x4 LIGHT FIXTURES WITH ART IMAGE ON LENS PER BID ALTERNATE I3, REFER TO ELECTRICAL 4 4. 1.1 b 4 (E) 1 /'> C=2 (E) NEW GYPSUM BOARD SOFFIT. MATCH EXISTING SUBSTRATE AND SHEATHING 1 1 -- AIL s "9 1 (E) a v 4111 A` 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 rest totally with the designer. Additions, deletions or rev;sions to these drawings after this date will void this acceptance and will reauire a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: / )--)-8 -10 By: . TU WII.A FIRE DEPAHTMc T. Please call: 575.4402 and give this job No. In -S- )--78 and exact address for shut au' ,+r7 or rant;ration ao, rrn�al (E) 1 \ SPRINKLER PLAN FP -L01 -TI 1/4" = NOTICE Weld stamps must be inspected before pipe is hung. Do not paint pip;I1q prior to hydrostatic test approval. IV TRACK, 6'--0" LONG, REFER TO DETAIL 6/A9.1 CT GANTRY BELOW EXISTING MEDICAL GAS OUTLETS, REFER TO MECHANICAL FOR REMOVAL PER BID ALTERNATE #1 li kXISTING PATIENT UFT RAILS 4 4' 8' SCALE: 1/4" = 1'-0 U.O.N. SPRINKLER LEGEND 15' 8 O v1/4EPM t Vt'Ptu6. SYM TYPE COLOR ESC RESPONSE TEMP K NPT MFG MODEL# ID# QTY ® EXISTING SSP CHROME CHROME SR 155°F 5.6 1/2" N/A NIA NIA 10 ® RELOCATE SSP CHROME CHROME SR 155°F 5.6 1/" N/A N/A N/A 3 ®P PLUGGED HEADS 2 TOTAL AFFECTED 3 NOTE: ALL SPRINKLERS ARE TO BE REPLACED WITH STANDARD RESPONSE, 155°F, 5.6K, CONCEALED PENDENT SPRINKLERS. instry FIRE PROTECTION SEATTLE: 5005 3RD AVE SOUTH SEATTLE, WA. 98124 (206) 762 - 3311 PORTLAND: 12021 NE AIRPORT WAY, SUITE G PORTLAND, OR 97220 (503) 331 - 0234 PROJECT: HIGHLINE CAMPUS CT EQUPMENT REPLACEMENT LEVEL 1 - ROOM 164 12844 MILITARY ROAD S TUKWILA, WASHINGTON REGISTRATION: REVISIONS: 1 12.20.10 FP ISSUE FOR PERMIT NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: JES DRAWN BY: JES CHECKED BY: JSS JOB NUMBER: McK # 60507 DATE: 12.20.10 SCALE: 1/4" = 1'-0" U.N.O. SHEET TITLE: HIGHLINE SPECIALTY CAMPUS CT EQUIPMENT REPLACEMENT ' ROOM 164 SPRINKLER PLAN SHEET NUMBER: PAID DEC 21 2010 TUKWILA FIRE ���rrS�ti FP -L01 -TI GENERAL NOTES SOLID WOOD SEAM ��LONNH7Y01 e,c +� go m 1� n` Sp PASTCLAA� fff •' 1 #v py+cE • EARTHQUAKE BRACE 1. All material and equipment to be new and underwriters approved. 2. Piping dimensions are end to end. (0= 0") 3. Earthquake bracing shall be provided inaccordance with NFPA pamphlet number 13. 4. Pipe hangers and method of hanging to be in accordance with NFPA pamphlet number 13. 5. Piping shall be accordance with pamphlet number 13.H 6. Joining of pipe and fittings, threaded and welded shall be in accordance with NFPA pamphlet 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 adequancy of the building to support the sprinkler piping is the responsiblity of the owner and/or structural representatives: WA/C. r 4s -c, F.4 i/E"LS 4,4? 1:1:il 4;1 cfr ,e5 /0 4.lk46 k4 t° lv4 !I. IosQ- /Z-0 s o4 4_S L EL -8V, poo/Z. d'I 4 . v I ' _oma /9- S, Zrz Z /o-0 / os., sE/zi./cam ATleiT- aoz /Sh_ /-0,.1 ACCEPTED Without Comments As Noted In Red Per The Attacheidi Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance w t current city standards. Acceptance is ti nt to e O-rs and omissions which do not authorize vios,crs of adopted stanoaias and or- narc-s. Tf._- i'esporistrAti tor the adequacy of desi`il r rite designer. Additions get lam. vl i v a' krtthese drawings atter ii void tris aoce i ide nd ►v l require a ti:l:3u�t L: "' resubr l ;gal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b` The.Tukwila Fire Prevention Bureu. 1 Date: /O -A l-` 0 3 By: M c0,4ti.0ti. p rotoicti %y ui•-u( cave.4,5e 4u,( JPa.c.:4`^.3 TUKWILA FIRE DEPART k. Please can: 575.4407 and give this job No. and exact address for shut- down or restoration aooroval. OTIC s must be afore pipe is -int piping ~ t3:id3a. t.LSi FILE PAID OCT 22 2008 Tukwila Fire WASH. STATE CONTRACTOR LIC #EMERAFL980MR HANGER LEGEND A SAMMY SCREWS L M WALL BRACKET APPROVING AGENCIES MACHINE THREADROD B COACH SCREW ROD N TOGGLE BOLT 'z'A J/Gq F.,a C D E BEAM CLAMP & RET. TRAP EYE ROD KWIK BOLT 0 POWDER DRIVEN STUD p CEILING FLANGE REVISIONS R LONG STRAP FLUSH SHE,I S SHORT CLIP G SIDE BEAM BRACKET (#58) T TRAPEZE (SEE DETAIL) H• STD. SIDE BEAM BRACKET V PIPE STAND J UNISTRUT & CLAMP W WRAP-AROUND U -HOOK K U -BOLT X RISER CLAMP SPRINKLER INFORMATION SYMBOL QUANTITY 0 TEMP /moo MFR. MODEL TYPE FINISH ORE". CANOPY INFORMATION MFR. MODEL FINISH 4-L OE STD. %SES, /e:= G a4- .4/P1/4,dfT ff r , vgyo, M25/C44 eTiz, - ,/'2%S'eh; J 224q 0/L/77,z)/en. s. m/�u /G.g E ERA 11021 CRAMER ROAD KPN GIG HARBOR, WASHINGTON 98329 TOTAL: DRAWN BY s, a v4r'So, DATE /C/zotos JOB NO. SHEET /- / REMOTE AREA 15/1030 QR REDUCTION ER PARA 11 2 3 2 3 NFPA 2002 • Sr. t. 0 u • y/ I Z'� '7 •1....3. 3'-10 ' - -:Cti 2 1 1 8-- I0 - • _ - ---_3=--a 7' -9' 2 5 6`-6' 4' • 3 -7. 6'-11' 7'-1' 3'- 3 0 S —4I• 7 -911' 6"-3- 4'-5' 2'-1 DRY SYSTEM IS GALV PPE SYSTEM CAPACITY 35 GALLONS 2i DRY PIPE VA w/ LOW AIR AND FLOW SWITCHES 2� G/G CONTROL VA w/ TAMPER SWITCH 2 c• D6 AIR COMPRESSOR FLOOR STAN Si&iewa11 sr -j serk(.evs Ska(( )10-1--k toa , k--i-o - bq,k wi-1'1.40✓t 54), 61,4,444,44 6/ (0.4\ 1. vows 1-0)+4 or Sa f--e-i-1 AC ❑ Wthout Comments As Noted 1n Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance witn current city standards Acceptance is subject t, erots and omissions which do not auir1o. '140 Otlons of adopted standards and or zuriar'c -s Tl res; cns'oil.ty for the adequacy of design rests t°:+.a:'y L.' it; t be designer. Additions, delet.ons or reu;s3„ts co :nese drawings after ithis date will void th,€,acceptarce and will require a ,resu_bmit al of revised dra &, in6s for subsequent approval. final acceptance is subject to field test and Inspection by +The Tukwila Fire Prevention Bureau. - • Date: — O ° By: I. IL + jrflT1fl1rL� • it 3 1'1�e� et a!! Ii:_s.. +}j..�f�+;t�# f 1 - ALX4 J SYSTE RY V tOv q rt S - WKWILA FIRE DEPARTMI:.Lit Please call: 575.4402 and give this job No. 0(0-S-070 and exact address for shut. Gown or restoration approval. t' -10u 6"-4' 6 -4' 2'-2' 2 -1 'I • +1 rt ii t ;iT !e •i ! ,d 1 I 1 ; ij # 1 l: !r • t it i +i 1i t. i i ! I 4, t` 11'. + M 1' flee torr ti 10 -8' GALV PIPE DRSTM 4,4 FIRSI F L .�O N.+ tn I N 0- • ti 4711 a 1 /8u=1' -Orr WOOD FRAME STRUCTURE, WITH ACT. DROP CEILING 1 i~� - � rPr t++.,tr.li e, --- t _ 1.._1; i L - 4 • F- if 1 4 t 4- �SF��'1'l t 1 = •—'- N aii. it i+ ' ` —"I -1r ^ I t' i 1 'L,----t?-"---...rt- -I..,�� .-.� }_-.�:.i+,-� a, 4 h _�+ _ ,{ j `r_j. r+--• 1 L A u4+. ' -o' MENS 163 4 1 ELEV MECH ROOM - 4' W -AT E RLF�t W INDICATOR BASEVENT -t4'tN& 1/8„_11_0„ '44} 4 ti I CHANGE EXISTING 4' 90' * � To NEW 4"T* EXISTING 4' GIG CONTROL VALVE w/ TAMPER SWITCH GLifiViAL GENERAL NOTES I ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS - APPROVED. - 2 PIPING DIMENSIONS ARE CENTER 113 CENTER. 3 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. - - '- 4 4 EARTHQUAKE BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE TN ACCORDANCE WITH NFPA PAMPHLET #13. } 5 OWNER TO PROVIDE A MINIMUM or 40 F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER ;"- SYSTEM #_ - - 6 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER - + - PIPING IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL,. REPRESENTATIVES. --1 Sprinklers U -sed SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH 0 QR SEMI REC PEND QUAN 11 TEMP HIGHLINE MED CENTER ADMINISTRATION WING 155° 12844 MILITARY - ROAD - O QR BRASS UPRIGHT 17 200° TUCKWILLA, WA 0 ' QR VERT SIDEWALL ' QR SEMI DRY PEND 10 155° 9 155° v ' QR VERT. SIDEWALL 34 155° & ' QR VERT. SIDEWALL 34 200' IN VOID ABOVE TOTAL 4-__ 115 EMERALD FIRE TIRE SPRINKLER SPECIALISTS 11021 CRAMER RD K.P N. GIG HARBOR, WA, 98329 - DATE -3/24/06 DRAWN' RB REV EMERAFL980MR ; _ PHONE 857-5222 -- SHEET: 1 OF 2 ccc S e‘,4-?0,-,,Nt (o4-( Vwlvse. 2 Lec �S tirtr vE Si•'. retts71-4-01 5' #3 REMOTE AREA .15/1084 QR REDUCTION PER PARA 11 2 3 2 3 NFPA 200 S 1- 1/4"=1'-0" • . 4- • • / 1 • 1 ' .• t- ♦ 1� y r- • 11 : J . f • 11- r 4-' a � ..' sa _ �! / a ry r row • • 1 9 • �yM ' rT4 ' 4 /71 f t r! • 1 • • • vXr1 risii i tyj I— a . i - . .- • X N44 -O44 &riff r 1 14 17—L --• w♦ 1 ti 1 6 4- GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEV AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER 3 PIPE HANGERS AND METHOD OF HANGING TC BE IN ACCORDANCE VITH NFPA PAMPHLET #13 4 EARTHQUAKE BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #l3 5 OWNER TO PROVIDE A MINIMUM OF 40 F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A VET PIPET SPRINKLER SYSTEM - 6 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY tW THE OWNER AND OR HIS STRUCTURAL. REPRESENTATIVES Sprinklers Used SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP HIGHLINE MED CENTER ADMINISTRATION MING O e ` QR BRASS UPRIGHT 9 ' QR CHROME SEMI REC PEND Q ' OR CHROME H❑RIZ SIDEWALL 34 34- 1 200° 200° 155° 200° 12844 MILITARY RDAD TUCKWILLA, WA EMERALD FIRE FIRE SPRINKLER SPECIALISTS 11021 CRAMER RD KP N GIG HARBOR, WA 98329 EMERAFL980MR PHONE 857 -5222 - TOTAL 78 DATE 3/24/06 DRAWN RB REV SHEET 2 OF 2 r 1 f t 1 INSTALL NEW I V4x I 1/4x I TEE )11( RUN LINE UP SLOPE FOR SPRINKLER AT TOP OF LANDING )1( )1( BASEMENT WE5T WING -R- LEGEND EXISTING PIPING TO REMAIN EXISTING SPRINKLER TO REMAIN NEW PIPING NEW MECHANICAL TEE ON (E) PIPE irN )1( GROUND FLOOR W ING REMOVE (E) INSTALL I 1/2x V. CAP AND 1 TEE FLOOR STRUCTURE r -4( INSTALL NEW I 1/4x M;CH PIPE ADJ PIPE RING • HANGER DETAIL /• JTh =r•rtk 11"-N r-Nr-Nrn 1.4,=a -r SLL../1\1 Li LILL.11\ V V I V1NG SCOPE OF WORK INSTALL SPRINKLERS IN UNPROTECTED AREAS Of STAIRWELL IN WEST WING OF HOSPITAL. TIE INTO EXISTING SPRINKLER SYSTEM FOR SUPPLY. THIRD FLOOR. LANDING HAS EXISTING SPRINKLER COVERAGE. )1( z Tr '1/4"= 1'-0" OFFSET UNDER (E) CONCRETE BEAM 1 INSTALL NEW I 1/2x I MECh TEE Fni IIPTH Fl nr)P IA /Pa -r IA /I Iv I _ lad0 • • 1 I NIr I ,••••• • 1, • ••• 3 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 tor subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. - Date: I (A t407_ By. ‘11 FILE TUKWILA FIRE OEPARTivIt.111 Please call: 575-4407 and give this job Z and exact address for shut, down or restoration approval. 6 1 *AI ludithl. 14 1 0 4 I I I I I 11 I: ; • , 11- " 3t: 13/44 1411 ---- 2 4 8 REVISIONS HANGER LEGEND GENERAL NOTES SPRINKLERS USED BY A U HOOK TOP BEAM CLAMP -TOP CHORD D TOP BEAM CLAMP -BOTTOM F FLUSH SHELL H SIDE BEAM BRACKET R KWIK-BOLT 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. EARTHQUAKE BRACING SHALL 3E PROVIDED IN ACCORDANCE WITH CURRENT NFPA PAMPHLET Ni. 13 3. PIPE HANGERS AND METHOD (.F HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPING SHALL BE IN ACCORDA4CE VATH NFPA PAMPHLET NO. 13 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY :PRINKLER SYSTEM 7. ALL WRING OF ELECTRICAL DEv10ES (IF REWIRED) TO BE PROVIDE' BY OTHERS 8. PAINTING OF PIPE AND EQUIP I ENT (F REQUIRED) TO BE PROVIDED BY OTHERS 9. FURRING OF PIPE AND EQUIPI/ NT (IF REQUIRED) TO BE PROVIDED BY OTHERS SYIA 0 MFG VICTAULIC VICTAULIC VICTAULIC MODEL V27 V27 V27 ORF 1/2" 1/2" I/2" TYPE UPRIGHT HORIZONTAL 51DEWALL RECESSED PENDENT FINISH BRASS lEsRA.55 CIIROME SPACING QTY TEMP MAX 3 1550 I5100 2 155° 14-0" 1550 15'-O' NORTH APPROVALS REQUIRED CITY Of TUKWILA IIIGIILINE HOSPITAL SPECIALTY CENTER RIVERTON CAMPUS - WEST. WING STAIRWaL 12844 MILITARY RCAD SOUTH TUKWILA, WASftNGTON ifireG SPRINKLER SYSTEMS, INC. 309 SOUTH CLOVERDALE STREET 1010 STATE OF WASHINGTON DOH TOTAL CONTRACT WITH: HIGHLINE 1105PIT, L I 2844 MILITARY ROAD '3OUTH SEATTLE, WASHINGTON 98108-4543 206-763-4279 CONTR. LIC. NO. FIREGSS990KH JOB PH. NO. JOB SUPT. DESIGNER J.McCLELLAN DATE 10/4/02 SHEET I OF I JOB NO. 3363 DRAWING NO. fiD (J\ U1:1 -72002 ._#zzi2d A° 1 2 7'-3211 MOST REMOTE 1500 SQ.FT. 44.90 P5I @ 321 .7 GPM @ B.O.R. 42'-4" 2I'- 01/2" O Q) STORAGE 048 • SUBST. 0497 .O e 2Y2a/i 17 C _ 0-6 T /L0 0 5'-3"-__) 0 SCRUB 1 40 045 A .� 21/2 2 10 �. �n 21/ , 21 /' - 18 21/2 0-6 10 4'=1" 1 N5T.5TOR. 050 0 e•- 8-6— / OPERATING RM. 0 052 O e - O 03 CORR. 0471 CORR. 051 SCRUB 551- • ® 14 RECOVERY RM. / 046 e - O O) 12'-8" '' 1 2'8" rn 03 • co• 1 42' IT I0 oto •/,• / t • j/// ,/. /. /f7..// /: •i,,,// /////:///:;;.> // /,%/ / / / / / ! '1`fi Ea • LOCK ' / / , .,///7/////7. / /'f/ 031 ,•'/; i // • '•" ' ,/,-..,./.•„,..://///',/.//// ' ';'/' ;/ . J /` iii '// //".",/-/ i/ /'' /i'. 033 1 ®3 5 6'-10"—) 6-3 N- O RADIOLOGY co 030 AUTO.PROC. 028 1 `- • / '/,''.ri / 7„ 1 Qi' 2-6 O 3'-10/4" //♦,% r // i ,/ —0 1 TOOL -.8 029 / / CORR. 21/2 em [0451 0-2 1--91/2 21/2 - �0� 20 10-0 1 1 7 . ■ 1 / --- 4111::1- 1 / (i 3'-8" M '_5 m— 1NST ..ST. 104] =4'-10"--) 1 e- 8 �• Y / CLEANUP/ 043 1 0 0-4 2Y2T/� ') 21 21/2 0 2Y2 3-4tY2 — 042 U) ®2'-8" 1 1-1 - 1 2V2 M 2Y2 2- 71 511 -- 71511 32" la— -'11/2 /N I 0 7'-101/2" N 5.e- O I 'T O 6 E-- SUP.OFF. 1 040 1-3 I 5 , 11 SUBST. 053 /0 CORRIDOR 1 2-61/2 _o_.. --.[05j 1 / 0 e 0 OPERATING RM. 055 2/ 2-8 21/2 -3-10 — 4-0 2: • /7/ ,"////' , ,'. / , // Xi/ /,' / • / j ' / / ,/ . i / "/CO .RR/ ,.'//'/,///7,f 034 j / .././,2�'/• CORR. 039 2 /' / t// i//////''•J• / / ' /', ,'; ,/, / /t //, /' %/, jib / •i i,'/. ...,./%///1//'.1.,i../".'..1:1.1:".//. '/J ,/!,, 'i , t/ / , /,/ // / //7,i/ -::7111.'./:".//%;:-.,/./.1.:;/.......„:1,(/'::•.-/::,' ,/i/ /,./:.,; / / i' ' ',t/// /%,/ • ,i//,y7- , % ;/ r ,',•'/' :...,/./,;/..,,....: ,'5TA`F; LOUNGE%'/; ,://„ . ,'_/, , , �� ./1` /',' �',' /// ://'1/ • Qi •!' j /' / j','•' /•/ - / /' RADIOLOGY - 025 ;// / • i / / rj." / , i '/ ;///://' .7/ '/ , i,//,/ • • ;/g4 /' , // /. %4=41 •,-,/,//./// / // /*/.,/,-,/,/„//,/ '/7 O ;�,ie",./.././/// /% / • 024 / 21/2. 'Q WIDER 4NC BEA / i /•% i /5th', //..• / 038 / 7, . , % /, //7/ - // 0-101/2 ELEVATOR ELEVATOR / /7, ,-./// 'jrl , • , 022 • / ,7 / 021 / /' '• 1 ' '/j'/' I /�// -'/ /'/////�/////I/ , 020 r• - 2V2 ST. 1 3 tt,"O" 'iI, 0-2 , /6 : t : / 023 /// t / ,.///// 1 „/ l�( 'j M/ /, /,,/ '� >/! /•i // ,019r ,11//%111:.f 1y /'//!/ t/191;,/,//. //,f/J'' -? /'• / /''/ ll/,• /l/,j'%/!/•i,%/ , '// STORAGE 057 7-2 1 7-2 „, .' /j%/, fir.% , • J • / / , /////'f//, //'/VESTf'//,i/';//,/ • l „- ji09.%''/1i j'///%. //', • / 4/EIGNG INKKLER-I, • ,.' ,.', //l': // , ,,/ AIN ;J017' -471/ /7" ' , '/TOIL. /; ;,'01'3 '////. / -015/'/-' 7-7 j 5 010 ra 7'////-/T,0/01121.... , / ' ,' VEST.' ' OI4 %! /i 2); /./. ////://///:/:./: i ;, i,' /;• '///'/' ! ' '%: !' '/,'' r , ///,,/ !;:'/!�s /,;� j%%///// j' %./•./ ;CORRIDOR / i //• / // / // ,' / / ' // / % j i i",' , , �'' to tti heU • ,ro• ' //,,,///// /', / / %/, r ,•.' / 1'/ ,�yyr cd is wee •/ / / , / i / / ' / //J////' '/ ! //,„/„--//7, / ,/ .'vz' ` `nte �lrtitt tt) t'm Ft1• t0 retest pot t0 / ''/,///,// . . i ' / , ' • /' /-•"/// %,/ ,- / , //// . / / 6 cuoncl �Le- �tyc,5l jt\CY ettlet -.71//://,/,////////////2. % /' ! 1 / //: "/' / :• i i , i i ; / t>r a ,La tee es ; 4� 1, , J /" /' '/ •' ,- r6t! t gcC arela ttY //././ / /t, / i / / i / .// :////7 :.e•rt�abt\/ r' / /// .// /: otr\SUheQL, / /'!, , r / /,' / //,,rl %'••'//'"'' / ft y:ai tri" •, tf) � j2 //,/, / , , r \ t4rC�a2 n!1d:'0^' iA aril t`• rP�y�. \ "SS ret�6 /.:/, ,,z7,77//7// '. /' '-/ // / E' ' ',' /' ///1 I ' p1. �..::- be ttc$ it wyt t. . •ti •/ ' / 'r / / f , f, / /" / / / '' i ' j' /! j'//'l''' '//•/• / ///'/; //''% i'/ ////// �% /•, .• f• J „// „ 7/ /// // / / / //';//•;/-•:„.•:,/.. i „/ /// / 'tj/ / /'//'/ / ;';'/,'- / ', ;•!/// '7' " //';• ' •• ;' , //'- LABORATORY" ''i;`/, j; , 1 TOIL," i/"/ /2•// / 060 • %/- / ,_ % . / / / /,/ / .- , / / . -??.1. - . ,.gtt'--- .uC /•,./ , _',- / , ; // , /,/,'",•• !,! ; / / - , ,.--•"-----•: 'x._.. �r Sty.\ = - • , / '/l, // . , • , '• '' • ' ; t.••.t �� + .\•'ihW•) wr. y:\ \�° %i/` 'ii / �' - 7' -:',J, ,'. '// //.',• , ri/' Inc .'':�=`q:i, ;;%l1 i' / / /!/ ,' / ,/ _//i . /// /// LAB OFF. /;/' -// j' //,, /7/ , //' . ' /1 ' / / /%/ /''/ //,// ,///- , ///i /; / /, /' ///// // • at vs / 2-10 „ / /7,- / / / / / ,/ 7' / / / •••• / / /1.12; //,',/„.. //„. „/„.- / /.://// // /// • LEGEND EXISTING PIPING TO REMAIN NEW PIPING NEW MECHANICAL TEE ON (E) PIPE EXISTING A.S. THESE ROOMS - NO WORK FLOOR STRUCTURE ROD COUPUNG PIPE ADJ. PIPE RING HANGER DETAIL - "R” 15AEMENT PIPING PLAN SWING TO CENTER IN ONE AXIS OF THE CEILING TILE \ CHROME RECESSED PENDENT TYPICAL RECESSED SPRINKLER NO SCALE : WATERFLOW INFORMATION OBTAINED FROM WATER DISTRICT #20 95 P5I STATIC 20 P5I RESIDUAL I 220 GPM FLOWING FILE 1 ACCE Without Com. As Noted In Per The Atta ' These plans have been reviel: Prevention Bureau for omissions which do not 7_3.:!.71.L. standards and ordinanc•-. T adequacy of design rezi: Additions, deletions or rr.:‘;': this date will void this acce•c_ resubmittal of revised dra.,.qn,c Final acceptance is subject to The Tukwila Fire Prevention / i ' // i///.•// Date: TED ents ed Letter by The Tukwila Fire current city :ect and e for the •/ win thP lesigner. drawings after tor subsequent approval. field test and inspection by ureau. Please call: 575-4407 and give this job and exact address for shut• down or restoration approval: I /,' 3 6 10 ' 2 4 8 REVISIONS HANGER LEGEND GENERAL NOTES SPRINKLERS USED - SPACING RV U HOOK %/ • TOP BEAM CLAMP -TOP CHORD TOP BEAM CLAMP -BOTTOM FLUSH SHELL SIDE BEAM BRADET • / / i 2 - WAY EARTHQUAKE BRACE 1. All liATERIAL AND ECUPIAUI TO BE NEW AND UNDERWRITERS APPROVED 2. EARTHOUWE BRACING SHALL BE PROVIDED IN ACCORDANCE ICH CURRENT NFTDA PALPHIT 11.0. 13 1 PPE HAND:RS AND IJETHQD Cr HANG/NG TO BE IN ACCORDANCE WTH NRA PAI1PtifT NO. 13 4. PIPING %ALL Et IN ACCORD/NICE WTH NFPA PAIPHTET NO. 13 5. MING OF PPE AND FlTINGS, THREADED AND WELDED WU. BE IN ACCOMANCE WITH NFPA Na 13 & OVER TO PROADE ADECIJATE HEAT TO PREVENT WATER IN PIPES FRal FREEZING IN AREAS PROTECIU BY SPRINKIER SYSTEM 7. AU. WRING OF ELECTP3CAL DEVICES OF RECURED) TO BE PROMDED BY OTHMS & PAINTING OF PIPE AND EQUIPOT OF REQUIRED) TO BE PROADED BY OTHERS 9. FURRING OF PPE AND EQUIPMENT OF RECURED) TO BE PROMO BY OTHERS J / MODEL V27 Off • TYPE DISH QTY TOP MIN • 1/2' RECESSED PENDENT 66 NORTH APPROVALS REQUIRED CITY OF TUKWILA IIIGHLINE HOSPITAL SPECKIY CENTER RIVERTON CAMPUS 12844 MILITARY ROAD SOUTH TUKVVILA, WASHINGTON SPRINKLER SYSTEMS,1 5TATE OF WA5HINGTON DOH TOTAL GG CONTRACT WITH: I 2544 MILITARY ROAD 501.1TH 309 SOUTH CLOVERDALE STREET f010 - SEATTLE, WASHINGTON 98108-4543 206-763-4279 CaNTR. UC. NO. FIREGSS990101 DESIGNER JOB NO. JOB SoPT. 02107 DRAWING NO. --iir/z/;:__( NOITIWEST ME SYSTEMS Who Lives. Prttscting Prsaerty Date: December 29, 2015 To: Tukwila Fire Prevention Attention: Al Metzler Job Name: Cascade Behavioral Health Hospital Rooms 119-121 12844 Military Rd. S Seattle, WA. 98119 Dear Al, LIC r NQR7t0928CR PNNfl Northwest Fire Systems has been contracted to revise eighteen (18) existing X" K5.6 sprinkler heads with 401 style trim to new Tyco TY -FRB TY323 155Deg quick response semi recessed sprinklers. This work will consist of removing the existing 1" drop cutting it off, installing the new Tyco head and re installing the drop nipple in the same location. This work will not affect the Hydraulic calculations of the system as the new head will also be %" K5.6. Attached is a cut sheet of the new head. Per our conversation can you please provide a shutdown number for this work? Thank You Signed By 'rowvt Billy Brown Service Sales `i•"l�t:'via`:. ",..RTME'.n. Neese u� ; 7. . _`` .`4 7 and give this Fig Q jj t snit No. IS -S- a and exact ztss for shut- down hutdown or restoration approval, 7815 South 180th St., Kent, WA 98032 • Office: 206.772.7502 • Fax: 206.772.7504 • www.nwfiresystems.com 06/11/2014 09:53 FAX 3608865078 11021 Cramer RC1, KPN Gig Harbor, WA 98329 (Phone) 253-857-2056 (Fax) 253.857-2312 EMERALD FIRE IJ0011007 EMERALD FIRE To: Tukwila Fire Department From: Billy Brown AWN: Fire Prevention June 11, 2014 FAX: 206-675-4439 Pages: 7 Rs: Sprinkler Head change CC: Emerald Fire is working with Cascade Behavioral Hospital located at 12844 Military Rd $ Tukwila, WA 913168 on the 3"d floor North renovation. Emerald Fires Scope of work is to replace the existing sprinkler heads in the 3 North patent rooms and bathrooms to new Tyco Raven Institutional sprinkler heads. No piping revisions will be made other than adding a head extension in the RC to accommodate the difference in the head takeouts. Attached are the cut sheets for the Tyco Raven Institutional heads. Please provide shut down and permit number for this scope. If you have any questions please call me on my mobile. 253-606-1214 Sincerely Billy Brown Emerald Fire (P) 360-886-5117 (F) 360-886-5078 (Cell) 253-606-1214 TUKWILA FIRE DEPARTMENT Ply Call 206-575-4407 and give tills Fre^ it Nos and exact add for shut- down down er Y l i MNOVal. AA, -ft/ . 10/24/2008 11:22 FAX 4252516960 EMERALD FIRE 11021 ramer RD. KPN Gig H - . or, WA 98329 (Phon=) 253-857-2058 (Fax) 253-857-2312 To; Tukwila Fire Prevention ATTN: Plan Review FAX 208-575-4439 Z001/003 EMERALD FIRE From: Billy Brawn October 24, 2008 Pages: 3 Re Sprinkler Shut Down CC: Emerald Fire has been contracted to replace old (50 + years) sprinklers at the Highline Hospital Riverton Campus (12844 Military Road South). There are a total of 407 sprinklers to be replaced on floors 1, 2, and 3 of the south wing. Sprinklers will be replaced with quick response sprinklers with the same deflector orientation. This will be a straight head swap, No sprinklers will be relocated or added as a part of this project. Attached are cut sheets of the sprinklers that will be installed. Please reply with shut down number to 425-251-6960. if you have any questions please feel free to call me. Thank You Billy Brown Emerald Fire (P) 425-251-6957 (F) 425-251-6960 (Cell) 253-606-1214 billybrown@centurytel.net F E EUKW ILA FIRE DEPAR I batt' Please call: 575-4407 and give this job N0.03-5- `19q--* and exact address for shut. -.)urn or restoration approval 5 "X 1 4441111, NORTHWEST FIRE SYSTEMS Saving Lines, Protecting Property Date: September 14, 2017 To: Tukwila Fire Prevention Attention: Al Metzler Job Name: Cascade Behavioral Health Hospital 3rd Floor South Wing Head Replacement 12844 Military Rd. S Seattle, WA. 98119 Dear Al, H Northwest Fire Systems has been contracted to replace approximately 85 existing 3/2"1(5.6 standard response sprinklers with new Tyco Raven (TY3281) institutional sprinkler heads (see attached cut sheets). The scope of this work varies from what we are doing on the 4 west portion of this contract in that the existing line piping hassle arm overs and drops to the existing sprinkler heads. Our scope of work is to Remove all 3/4" piping and replace with new 1" schedule 40 piping and install the Tyco Raven Heads in the same location as the existing heads. NW Fire will replace existing line fittings with 3/4" outlets to 1" outlets and install new 1" piping and/or 1" flex drops to the sprinkler head. There wilt be no design change to the existing system other than this pipe sizing upgrade. No sprinklers are being relocated from their current location and there will be no additional sprinklers added. Other than replacing existing ACT ceilings with new Gyp ceilings in patient rooms there is no other changes in the existing floor lay out that would require sprinkler location changes. Attached is a cut sheet of the new head and a design drawing showing several different scenarios of the existing piping and the upsizing of the %" pipe. Per our discussion yesterday please review and comment back on what will be require as far as drawings and submittals for permitting this portion of the work. Thank You Signed By PA'OW VL Billy Brown Service Sales PAID (-.i' -2 240V -UKWILA FIRJ zYdi' 4v52)- 7815 South 180th St., Kent, WA 98032 • Office: 206.772.7502 • Fax: 206.772.7504 • www.nwfiresystems.com Cascade Behavioral (Typical pipe replacement schematics) x 1 LEatv 0 1 x I 1 orrIx I _ 1 M�— I � I I I 1 I e AI Typical Existing Scenario New Proposed Scenario 1 r— , I M1 I I 1 1 A A Typical Existing Scenario New Proposed Scenario x 1 1 vl ZI 4 A Typical Existing Scenario New Proposed Scenario * v1 1 I „r1 A Typical Existing Scenario New 1 Proposed Scenario New QR Tyco Raven TY32131 kstitutional 5prirkJer A Existing Pe dolt Sprrfcter — — #' Pipe to be replaced ) New i' R«ble Drop NIF5 Scope or Work - Replace j' pipe with I' sch40 pipe 4 replace 85 existing sprinklers on 3rd Floor- South Wing with new QR Tyco Raven TY3281 white Institutional spr riders (on flexble drops). Notes: - All epririder head location) to remain the same - No added sprinklers, no relocated heads - Different scenarios may occlr due to site condition), however shiner ' pipe replacement shall be performed B3180 - Standard Pipe Strap Size Range: 1/2" (15mm) thru 8" (200mm) pipe Material: Steel Function: Recommended for supporting pipe with fittings vertically or horizontally to walls or ceiling. Approvals: Conforms to Federal Specification WW -H-171 E & A -A-1 192A, Type 26 and Manufacturers Standardization Society ANSI/MSS SP -69 & SP -58, Type 26. Finish: Plain Note: Available in Electro -Galvanized and HDG finish or Stainless Steel materials. Order By: Part number, pipe size and material/finish Pipe Clamps Part Pipe Size A 6 C D Hole Size Max. Rec. Load Approx. WtJ100 No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kN) Lbs. (kg) B3180-1/2 1/2" (15) 37/8" (98.4) 3/4' (19.01 31/16" (77.8) 15/32" (11.9) 7/16 (11.1) 410 (1.82) 16 (7.2) B3180-3/4 3/4" (20) 4" (101.6) 13/16" (20.61 31/8" (79.4) 15/16" (33.3) 7/16" (11.1) 410 (1.82) 21 (9.5) B3180-1 1" (25) 49/18" (115.9) 7/8" (22.21 33/8" (85.7) 11/2" (38.1) 7/16" (11.1) 410 (1.82) 26 (11.8) B3180-11/4 11/4" (32) 415/16" (125.4) 1" (25.4) 33/4" (95.2) 17/8" (47.6) 7/16" (11.1) 410 (1.82) 30 (13.6) B3180-11/2 11/2" (40) 53/i6" (131.8) 13/16" (30.21 41/4" (107.9) 21/8" (54.6) 7/16" (11.11 410 (1.82) 33 (14.9) B3180-2 2" (50) 53/4" (146.0) 17/16" (36.51 43/4" (120.6) 25/8" (66.7) 7/16" (11.1) 410 (1.82) 38 (17.2) B3180-21/2 21/2" (65) 61/4' (158.7) 111/16"(42.91 51/4" (133.3) 31/8" (79.4) 7/16" (11.1) 610 (2.71) 102 (46.2) B3180-3 3' (75) 67/8" (174.6) 2" (50.81 57/8" (149.2) 33/4" (95.2) 7/16" (11.1) 610 (2.71) 118 (53.5) B3180-31/2 31/2" (90) 73/8" (187.3) 21/4" (57.1) 63/8" (161.9) 41/4" (107.91 7/16" (11.11 610 (2.71) 130 (58.9) B3180-4 4" (100) 83/8" (212.7) 21/2" (63.5) 7" (177.8) 43/4" (120.6) 9/16" (14.3) 725 (3.22) 159 (72.1) B3180-5 5" (125) 97/16" (239.7) 31/16" (77.8) 77/8" (200.0) 513/16" (147.6) 9/16" (14.3) 725 (3.22) 191 (86.6) B3180-6 6" (150) 101/2" (266.7) 35/8" (92.1) 87/8" (225.4) 67/8" (114.6) 9/16" (14.31 725 (3.221 234 (106.1) B3180-8 8" (200) 14" (355.6) 45/8' (117.5) 111/2" (292.1) 9" (228.6) 11/16" (17.51 900 (4.00) 446 (202.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B -Line series Pipe Hangers & Supports 88 Eaton Ofrili/drkr S. ACCEPTED D Without Comments Fir 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 r n° omissions which do no., authorize vioiat;or standards and orriinar!ces rhe responook„, adequacy of design 'ests totally with tt.,n Additions, deletion. -;:,vjisions to these dr ; this date will void t,t; .';'aeptance and w"_ 4 resubrnitTa :.,_ <.vings fry Final dew The Tukvvilz au Date: l C? - l (x:17 y /41 deo retv1 ecek TUKWILA FIRE .EPA TWINIT P ea �e c 11 20S-575-4407 and rve th►i, Fire Permit Na. grid e;ct address for shut - .own or restxration approval• 04/14/2014 07:55 FAX 3606665076 EMERALD FIRE 11021 Cramer RD. KPN Gig Harbor, WA 98329 (Phone) 253-857.2055 (Fax) 253-857.2312 FEK 2001/001 EMERALD FIRE g** /4. To: Tukwila Fire Department Fes: Billy Broom ATTN: Fire Prevention (Al Meztler) April 14, 2014 FAX: 206-575-4439 Pages 1 Rec Sprinkler Shutdown CC: Emerald Fire is working with Cascade Behavioral Hospital located at 12844 Military Rd S Tukwila, WA 98168 on the Std floor west renovation. Per there discussion with you they need to provide temporary upright sprinkler coverage when they remove the existing ceilings. Emerald Fire will be removing the existing drops and providing upright sprinkler coverage that meets NFPA 13 Ordinary Hazard coverage requirements. Please provide a shutdown number for this work. If you have any questions please Call me on my mobile. 253-606-1214 Sincerely Billy Brown TUKWILA FIRE DEPARTMENT Emerald Fire Please call 206-575-4407 and (P) 360-886-5117 give this Fire Permit No. (F) 360-886-5078 and exact eddmss for shut- (Cell) 253-606-1214 down or ream spproval. T00'd TTvsos 100/100'd For Th nstry or Hour December 17, 2010 Plan Review Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Re: Highline Medical Center, 14675 12844 Military rd. S. Fire sprinkler system revisions We have been asked by Highline to relocate one (1) fire sprinklers and adjust 6 others for elevation to accommodate their CT scanner addition. Permit drawing will be provided the week of the 20th Please issue a shut down number to allow us to perform this work starting Tuesday, December 21, 2010. Response can be. faxed to me at 206-658-1761. Please contact me at 206-832- 8454 with questions. We appreciate'your assistance in this matter. David Roe Project Manager Fire Protection Division :.:KMLA FIRE DEPARTIYIO Please call: 575-440Z and give this job No. /0' 5- 27 and exact address for shut. mown or restoration approval 5005 Third Ave S., Seattle, WA 98134 Ph' (206) 762-3311 Fax: (206) 763.5407 '00 AdLSNI}IOW 80:91 OT03-LT-3 G ....... ' e • ' • I 12P%-nziol" Pos,rr rog.pi-ik6is- 1 • I A 740 ••., • 0 I 1- 1Sa 17y /© \./ 5oepas eASE-V— IAT 14400A0 C- par-ia,11:); 213 PM) lib P. 0 F I -1-o- vrer-z, N Or -r(P,52A+,46144-1QC.... 14,A lit,u ()KID Z. rfP, mottiNJ 14.60,141ez-T r3c. ow), aeApJcv44.10...m.. cza..1-rmic-ii,i -ro - r3r- 5" 6,o7 P, -N-ro 15e(Ili,' t02 7"CP, olu,p -ro Ise„. lb -10) -ro A4 A-oNt °No, TYP c.eic.-,14e1c414-r- f?'-ok uN4o •VJA•Crei?... rt..° Ntg I kl r.. -MAT I 0 &r. "CO 4-f'" II -75" •S coErr. 417: GIN1 t-0(..ATi 0 ts.I -1.4e ,Aeove- 0P 3 4 • 6 7 8 fe 10 12 13 14 15 • 16 HANGER LEGEND Pit-- 1°14- &34: A B E G H K M P TR lJ "U" HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" DOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR eekie_ zrta- (.05 re.e.r,f) or- /590 rt -r 415 A-14 AA 4A 1,4e,e),J Pcoi? 11) re, --4-4415 , 0 c,Pi") ,s4jokz,ts- • 2 • WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE' BRACE SPRAY 1/2 K TEMP RATING 0 165' 212" 286* o 350* 0 500• SYM • 0 0 SPRINKLER oRincr silt TVP & FINISH VL ono QUAN TEMP (#7 5 5 1.55 - 1"47- C.T5rTie• To „ a -.0.1r p4,01-7 e"--)(1•51" -ra•s1.- FITTING LEGEND P PIPE•O,LET SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE • 11-1126.4,0 ,) cou0-0.1(4 APPROVALS REQUIRED j<EMPe-e. G - or -T-Uv...y,•itLA _Ow #•1 E-C/A2.4.-H DISTRIBUTION c..t1-`4 of -rOw-vvv-Ac ow 06. -re -1 oT" 4per4 w)kl, Ft1i6C--, I v./psi- wio6) Pi4A.e..-z 1•1116.1•1111.M.M.M...0111....•••••••••••••...10.1.1* Proup mi -4- '710,14-1 f7NA5E- I fi-,666- UNIt7r:-.--' ,„f7Arz...c\-r.c.:-.. c-ove-e. TUKWILA FIRE DEPA TMENT Please call: 575-440 and give this job No. and exact address for-huta down or restoration a proval. ACCEPTED gWITHOUT COMMENTS. AS NOTED IN RED • 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to th:• .1r.lwings after this date will void tri 4t,ince and will require a resubilgt...1 s); revised drawings. Final acceptance is s.J5ject to field - inspection oy a representative of this department _- CITY OF TUKWILA 575-4407 VATil'a 0 EP PI t SEA:TIVE \N A A.PC)1RO\IED • APPROVED IS VOR 00010'101\1 S1•10\1\11\1 A1\10 15 NIE.I.100 1.0 9,g1...C..C1 0,:11Y C01\101110INIS AS F'1,1"st-P,1.0 10 VE ACCOTAB1a/ 1:.0 11\1S0:1A1\1C. Pki)C3TRO\I PA_ SUT33EC. "TO., 0flotations Hereon lig.Conditions 7 Go DinastpeedCtion and "tests Ph. :::OC:ed lyq Date 1 443 lAts. in Ad, 1P4I'Olorvak b QUALITY CONTROL BY APPROVED FOR FABRICATION BY • DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION .. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY C7rI4 eit5 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY (71-1-1. 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY (Orr1-4 DESIGN CRITERIA AND PIPE NOTES (;) 9EislarE5 1•109e ALL. 1-0 eorS ?WC. -ro soPezri...0 REVISIONS MK DATE BY 4\ 712- K.e.../v1P4.-SZ. CZ./ ---Cew 4 Fr 6..-4.p /\ CONTRACT W TH 5 C-01,11-12_ocrlor4 az Nit\rni Ava. rrLJ 'EVA 9s101 54\1 5 I G.X.C. 0...1* Z. -7770 sty w I t-1 CONTRACT NAME: 6.c.-a015,(e_f4 ee410,..14‘4..., 14e.,PrrAL_6..)(PAI,151,0N ci3fr1ti1o411rf 5F 6.--(-1 ALI-Nr la mit_rrAzy o,A2Sa..7r14 —IN le -A/4 L.44, wA - R-ooe_ • yce,.'-z. 1%-o- ATRIOT FIRE PROTECTION Z-004 4°4-4- Ava. cr. JUL to 8 1996 wAk. 9•ZA-Z44- THE COMPLETE LINE/ 163801 2 5 6 9 10 11 12 13 jj *le/ DATE to 1z? t. SHEET OF 1 PATRIFP099CF JOB NO, 14 16 TO PATRIOT FIRE PROTECTION, INC. 2004-A 48th Ave. Court East TACOMA, WASHINGTON 98424 (206) 926-2290 FAX (206) 922-6150 ikt —otic, �AO WE ARE SENDING YOU ❑ Shop drawings O Copy of letter ached 0 Under separate cover via Prints ❑ Change order ❑ ILEITTIEE of TrorosnomEL DATE 0.211 q6 r JOB NO. ii -pi�Z ATTENTION R 40' I,, -_n ei.4"--t ILsi. L v �edam 441. 1(S y �r ,,E� � /l, P s4 �.1-- C the following items: 0 Plans 0 Samples 0 Specifications COPIES DATE NO. DESCRIPTION 4' &Ivy% �f PAA4 THESE ARE TRANSMITTED as checked below: or approval 0 Approved as submitted 0 Resubmit copies for approval O For your use 0 Approved as noted ❑ Submit copies for distribution ❑ As requested - 0 Returned for corrections 0 Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE /19 PRINTS RETURNED AFTER LOAN TO US REMARKS ?iece5e._. ,(Cvi ' ��SL �v,-r✓lo l .5 t'L,/ /'0l AseJ z , 14 1- Ct . LL PrtAA:44 as S COPY TO * 40% Pre -Consumer Content • 10% Post -Consumer Content PRODUCT 240 / ees) Inc., Groton, Mm 01471. SIGNED: r � � 0 enclosures are not as noted, kindly notify us at once.