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HomeMy WebLinkAboutPP - 12628 INTERURBAN AVE S - TUKWILA COMMERCE PARK BLDG C - PERMITS AND PLANS12628 INTERURBAN AVE S ASSOCIATED PERMITS D18-0263 81-5-1044 D11-034 80-S-1046 13-F-308 877-050 13-F-305 13-F-067 11-F-168 11-F-064 10-F-247 01-F-231 19-5-039 13-S-055 13-5-007 11-S-153 11-S-041 11-S-034 10-S-248 08-S-077 01-S-232 44tritsaw44 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.: 000408000036 Site Address: 12628 Interurban Ave S Suite Number: Bldg. C Floor: Tenant Name: Fuse Networks New Tenant? E- Yes ❑ - No Property Owner's Name: Gateway Olympia Inc. Mailing Address: PO Box 4900 #207 Scottsdale AZ 85261 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Paul Hoskins Day Telephone: 253-859-2000 Company Name: Kirby Electric Inc. Mailing Address: 4826 B St. NW Suite 101 Aubum WA 98001 City State Zip E-mail Address: paul@kirbyelectric.com Fax Number: 253-859-2363 Total number of new/relocated devices or sprinkler heads: 16 Valuation of Project (contractor's bid price): $ 2,500.00 Scope of Work (please provide detailed information): Provide new fire alarm devices to accomodate new tenant. 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: Date: Day Telephone: Plan Permit App.doc 1/2/13 TFD FP Fonn 8 R411W144, CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: Site Address: 600 f;27 v 4.,./G 5. Suite Number: cion Floor: Tenant Name: ."'44/0(/1_5.- New Tenant? - Yes ❑ - No Property Owner's Name: iol. tV' Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Zeit d 5 4/a/0 ay Telephone: 2 7 z-- Company Name: C45c de /4 4- ! rie l eJ c7Lie C.1-1? Mailing Address: RO- /80 X 7ef 57. / City State Zi E-mail Address:44-5:114./2110 ®I�� ,, I e Af-N I , Co c,t 4' ax Number: '53 - �S j � - j (_ Valuation of Project (contractor's bid price): $ 3 55 v a Scope of Work (please provide detailed information): ,VN S7 ,Lt"( / r 4'e II—) 5V2 S . /1719 (D/7/?C- -P S�,4Ce w�G/.ems /)ru s OFF 41)-27' / N eS , 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 0 '..=w1 ' Y BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMI `r BUILDING Signa HORIZ . % AGENT: Print Name: /2ek/ /3 • 5-41- e 1 o Plan Permit App.doc Date: 7 -7 - " Day Telephone: 2a- 7(o') O 015'3 •732$,L(2-CLh' 5/14/10 TFD FP Form 8 4112, AUR SITE LOCATION Site Address: Tenant Name: Sears Property Owner's Name: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Interurban Ave. S. Home Pro King Co. Assessor's Tax No.: 0 0 0 48000003 Suite Number: /60 Floor: New Tenant? 111- Yes ® - No RREEG CPIF Olympic Prop Mailing Address: 12600 Interurban Ave. S. CONTACT PERSON -if there are questions about the submittal. Name: Gary Coltes Tukwila, City CompanyName: Viking Fire Protection Mailing Address: 3434 1st Ave. S. Wa. 98168 State Zip Day Telephone: (2 0 6) 6 2 2- 4 6 5 6 Seattle Wa. 98134 Bary. coltes@vikingsprinkler . ne€'ty State Zip E-mail Address: Fax Number: Contractor's City of Tukwila BUS -0995873 NICET III number: V l k l na s 3 7 3 rit Business License number: Total number of new/relocated devices or sprinkler heads: 6 add Valuation of Project (contractor's bid price): $ 5000.00 Scope of Work (please provide detailed information): Modify the existing sprinkler system to provide proper coverage of T.I. space. 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 WA, I ON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ��tt BUILDING OWNER OR AUTHORIZED AGENT: FEB 20 2019 Signature: TU KWI A FIRE Date: 2/20/19 Print Name: Gary Coltes Day Telephone: (206)622-4656 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.: 0004 -goo 00 3 PAID U � 13 FIRt Site Address: 12 (OZ d t K. f u f' 6 k„ 4e Suite Number: 1 2- 0 Floor: 157" Tenant Name: CNT2 //NAS n C F r New Tenant?, - Yes ❑ - No Property Owner's Name: et if reA/A-t4 01.'f,49, 4 ( N C Mailing Address: P D a'X 4Q 0 0 4 Z4.2 3/ Sc, o .0 S o,i AZ 06 Z(o City State Zip CONTACT PERSON -if there are questions about the submittal. Name: TED Q u et� Day Telephone: Z O (o _ 2-9 3' Z l g 4 Company Name: PLC{ -t r' ONS TP. vOf 1 i ) Mailing Address: "qq 5 5, 200' ;1 f K f?JT LAM 9 0 3 City E-mail Address: l,1 LL�G ' A (2 GtiCo ^ s �J a"� cows t Fax Number: \- ' — State Zip Z 72- 2. ,} Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ '3O t Scope of Work (please provide detailed information): 1\40 D 1 F✓✓4" O/t4-ti ii) "p.{„1 gt - 5ti5Trm -ft) 4c -C o� o A --C C 77 W/ttL-S G�1Y—itJ'5 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Day Telephone: Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: I U r 7 L/!L �i Site Address. �'S2/�/ /� �lr-N bu�er: c2 Tenant Name: s e /VC 744441( Floor: New Tenant? ® - Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: -ei / 54 41Z/0 Company Name: C4 5 Mailing Address: Pff '%P 1 E-mail Address: 1 5.51-'917/ C City State Zip Day Telephone: 7 s3 -7 I Z ^ 57.5-/Y 4/'041-( (n / , / City State Zip 717 `� / 2i'1-1 , PAT Fax Number: 2 5 /3 -6, 7c ,5 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ b 1 ot) Scope of Work (please provide detailed information): fii4;l: w 171, le -C7 g e 8 7 e Jai/ (( W 4F e Gt ' trt2t -P x( % T T Pj4x- CD`i/ 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 PERMI BUILDING Signature: / Print Name: /26)(` LI 19, S 1--/? n 6 ED AGENT: Plan Permit App.doc 1/2/13 Date: Day Telephone: 2 06 167- 9,30a -Ay Co( 24-3,2--7 7Fb FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fuse Network 12628 Interurban Ave S Permit No.: 13-S-055 Date: March 7, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sears Home Pro 12628 Interurban Ave S Permit No.: 19-S-039 Date: March 7, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Tukwila Commerce 12628 Interurban Ave S Permit No.: 11-S-041 Date: February 15, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'A inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • 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: Salvin's 12640 Interurban Ave S Permit No.: 11-S-153 Date: July 15, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit f9 5-- o3✓ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: S 1-44,,,, f Type of Inspection: GcA/er' Address:4�� Suite #: 71--b-6-1A. Monitor: Pre -Fire: Contact Person: Special Instructions: MO Phone No.: 0 Approved per applicable codes. MEN orrections required prior to approval. CO TS: ive-e-Y) )&0 1//t-07 e°4 -r -ml Oa) 7 te Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: :et./ 17/16' Date: 574///q f q firs.: /, 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 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 5 firm- .Th4 Type of Inspection: ,(`1 J Address:/A'S ` Suite #: 1'hjj Contact Person: Special Instructions: Hood & Duct: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �DD 5947thv Celiti”G Iw011-r Hon/SG' S,o� eRr- avprz ce0r- k. /v;-� Needs Shift Inspection: Sprinklers: yes Hrs.: I Fire Alarm: Gm, Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 Inspector: Date: (14// V Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 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 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Co Otcrn b7y• Ty a of Inspection: Fire Alarm: Address: —" Suite #: la6a� Contact Person: Special Instructions: Phone No.: Approved per applicable codes. rffi-Carections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 1- 12443A,4— Lfmin 1sv Occupancy Type: kf-o_.i-;) GP- /c -los. 2, f, r s. k, q,,-, mor, u./._`4 Loo/2 i0,^^ N. -Q-) ---4-0ivi<vA t.. (,-)1 11 N ecA-1 I s- 1-1! o k) a J— A--11 £3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pg,-) 71— Date: g j/s-i i 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 pe JJ— J—o�1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 7-1-4164,4A. [d y,,,,e,te_ Zle ., G Type of Inspection: ifiv.rie-t c FnrJ Address: t 2 G 2-8' .Mk'J Suite #: Contact Person: .�.wfv) Special Instructions: Phone No.: .2,0- ZoZ — 7e) C8" Approved per applicable codes. Corrections required prior to approval. COMMENTS: efrwjLto.V nc,4. pit C.,57111. 0"L1 Needs Shift Inspection: Date: 3/ilii Sprinklers:/ Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: %(3 Date: 3/ilii 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 City of Tukwila Fire Department 0 FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2051, section 16.40.120-C and Ordinance #2050, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Prevention Bureau. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-575-4407 (a line covered by an answering machine), and state the following: 1. Your name. 2. Location address. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: ra. 6/f !' Inspectors: 0- - A i 4 c- --T�xV•SC2wA 'BflcmP - Qat Business Business Address: Z v ZZs ��Q-V � � v ac Business Phone: 815-70400 2-a 0706 047°6 D -1.664%.: Business Name: Start time: /C ov OGVQ•imitAkr Person in Charge: W — Fire Prevention Y — Owner/Manager Rev. 7/12/04 T.F.D. Form F.P. 41 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 /2R? Norita Deckard From: Lerum, Andrea @ Seattle South <Andrea.Lerum@cbre.com> Sent: Thursday, March 05, 2015 10:44 AM To: Don Tomaso Cc: Norita Deckard; Spencer, Johanna @ Seattle South Subject: Tukwila Commerce Park - Address Change Attachments: Address Change_TCP.xlsx Importance: High Hi Don, Attached is what I have come up with regarding the address change required at Tukwila Commerce Park. As it turns out, only half of the tenants will be impacted, which is great. With regards to the next step, we would like to make sure our tenants have 30-60 days to notify their vendors, customers, etc. of the change and order appropriate supplies (letterhead, business cards, etc.). What I recall from our conversation that should be ample time for not only the tenants, but the Post Office as well. If you could let me know as soon as possible, that would be great. My last day with the company is tomorrow so I will be passing of the final phase of this project to Johanna Spencer. She is copied on this e-mail so please "reply all" so that she receives a copy of your response. Thank you for your time and help with this process. Best, Andrea Lerum ! Assistant Real Estate Manager CBRE I Asset Services 20415 72nd Ave Suite 210 1 Kent, WA 98032 T +1 253 872 9880 1 F +1 253 872 9884 1 C +1 253 318 6813 andrea.lerum@cbre.com www.cbre.com Connect with me on Linkedln Follow CBRE: Facebook 1 @cbre 1 Google+ Please consider the environment before printing this email. This message and any attachments may be privileged, confidential or proprietary. If you are not the intended recipient of this email or believe that you have received this correspondence in error, please contact the sender through the information provided above and permanently delete this message. 1 •Nyl mown s!uuap N3A I.3.1'swl!d aluo..41 II O 3 A 2 m m m O A 2 sn N c, 6uedwoo ou43a0 leJauao O my S m r - o Z n 0 O 1 rd to P. 2 m A O O 0 z dnoi0 saoinias v39 Safeguard franchise Systems 0 0 0 0 0 2 a A E A a a 0 0 A N 0 0 012 C n C r 2 5_ 0 co E. 0 .tT • 0 11 w m C m c O S m m a 2 sD D m m A N N N N N c 0, m m 0 311'tipuncl wats,(g nary O v o m v ,I o � o r 0 2 aOI Vom.lary stuan3 ydtunul 12610 Interurban Avenue S, Suite 120 i T N m z ytejoiatsew 11az1009 12628 Interurban Avenue S, Suite 120 March 10, 2011 City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief Manager CB Richard Ellis Management Company 12720 Gateway Drive Suite #200 Tukwila, Washington 98168 Dear Sir: The following suite numbers were assigned for the following location: Tax Parcel #0004800003, 12628 Interurban Avenue South: Suite #100 Suite #120 Suite #140 Suite #160 If you have any questions, please call me at 206-575-4407. Yours truly, .6;;;;;) Capt. Don Tomaso Fire Marshal DT:ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Page 1 of 1 Norita Deckard - Addressing From: Patrick McCoy To: Alan Metzler; Brenda (HHS/ASPR/NDMS) Smith; dtomaso@ci.tukwila.wa.us; Norita Deckard Date: 03/09/2011 11:38 AM Subject: Addressing For the 12628 Interurban Ave S. Building # C the following suite numbers are as follows! This building is currently vacant. Suite 100 future 120 future 140 D11-043 160 D11-039 Please let me know if there are any questions. Thank you, Capt. Patrick McCoy, CFEI Deputy Fire Marshal City of Tukwila Fire Department Fire Prevention/Investigations 206-575-4407 /2.720e , f file://C:\Documents and Settings\deckard-n.TUKWILA\Local Settings\Temp\XPgrpwise\... 03/09/2011 a 0 00 0 O 00 =Zo 20 cc • cc w►DCC J 8 :Y a w� 0 ac w 0 0 J TUKWILA, WASHINGTON NV 1- t7N1.>1?1b'A An moiq 0 12624 ,12626 9.9'.11' c z 0 6111211111 D 0 PROPOSED NEW PARKING BETWEEN BUILDING B—C TUKWILA COMMERCE PARK CPHONE (208) 246-839 • FAX (208) 246-836 BUILDING C, 12628 INTERURBAN AVE SO TUKWILA, WASHINGTON 1016 BONAIR DR. S architect 19EATB E. IWASNINOT Sru DATE 0,14-11 DESCRRDOR FOR PERP1 PROJECT m0,14-11DUSIIJ, oR.M. m o-e.n CAECA° BY onvio N ORR - 4 INTERURBAN AVENUE )\) t '47N /7\ 1 1262O to t- 0 HGHVM110 OGT -10-2001 WED 03:43 PM FAX N0, \--S---2-2-o2-- P. 02/16 1-1-67-b TN` EJART HQUAI{E BRACE - c3 JE7 EARTHQUAKE BRACE OONFlGJRATIU'i ti 1.•••,,`* M1 ' 7..Kr ?.• 7. J= 4 iii t,ti'{ •'Y.I • i. .....4i.,. ix i. kill �m- U 111 g cvel d� Fl y f 4 • re ' M vl g 1.-g x 1 1 i Cli P3 1,:.......}....›•.„ ., .,, 6 lg - i FACTORY MUTUAL BRACE TYPES E _..15./2131 LP aNdgcd ` In . ; r } a; r7 rt c1 n ,,1 2 u2 v2 .0 cvel CYJ 225 Foij tn x re ' M x F`+-6ii— 1,:.......}....›•.„ 6 h OCT -10-2001 WED 03:43 PM FAX NO. P. 03/16 Job Number: 2-10-5500 HYDRAULIC CA.CtJ 1ATIOW Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number; 2-10-5500 Design Arca: PRRACTION SYSTEM MOST REMOTE AREA Date: 10/10/01 10:57:46 Design Data: Occupancy Classification: Ordinary Croup I Density: 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 2080.78ft2) Coverage Per Sprinkler: 130,00ft2 Number of Sprinklers Calculated; 22 Outside Hose Streams: 500.00 Rote at Node' 226: 150.00 .. Total Hoye Streams: 650.00 Total Water Required: 1191.44 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 7723.0lgal Maximum Velocity Above Ground; 23.50 between nodes 239 and 250 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 147.505 Nam.lot_Contraceor:,UN'IMARK.CONSTRUCTION CO Address: 1325 - 4TH AVE. SUITE 610 SEATTLE, WA 98101 SEATTLE, WA, 98101 119.503 28.003 Designer: 'SCOTT SEIBERT Stale Certification/License Number. WA CL#FIRESWI .1.40B1 Authority Having Jurisdiction: TUKWILA FIRE DEPARTMENT th 01097-7001, M.1:.P.CAL3. Inc, 10/10/01 10:58:00 Page 1 00T-10-2001 WED 03:44 PM FAX NO. P. 04/16 kb Nu nbcn 2410.5500 WATER SUPPLY DATA sovtog STATIC ANODE PRESSURE TAC (Dsi) RESIDUAL FLOW PRESSURE fa (PIA) (spu) 1 153.000 AVAILABLE PRESSURE e (psi) TOTAL DEMAND (spm) REQUIRED ',MOURN (psi) 20.000 6670.00 147.505 1191.44 BARRY OF OUTFLOWING DEVICES DEVICE ACTUAL PLOW (Qpm) miNimUM FLOW (11p1n) K -FACTOR PRESSURE (psi.) SPR 301 SPR 302 SPR 303 SPR 308 OVR 312* SPR 313 SP}. 37.5 SPR 316 SPR 317 SPR 318 SPR 321 SPR 322 SPR 324 SPR 325 SPR 328 SPR 336 SPR 337 SLR 341 SPR 342 .SPR 344 SFR 357 SPR 358 HOS 226 23.05 24.27 25.48 29.05 19.50 20.43 22.25 24.48 26.20 28.15 20.47 21.44 25.98 28.19 22.08 27.85 29,76 20.82 21.79-* 23.43 27.25 29.51 150.00 v. most dowAnding sprinkler. 19.50 19.50 19,50 19.50 19.50 19.50 19.50 19.50 19,50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 150,00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5,6 5.6 5,6 5.6 5.6 5.6 5.6 5.6 5.6 18.61 119.503 16.948 18.781 20.704 26.914 12.125 13.315 15.781 19.106 .21.885 25.273 13.361 14.662 ...21.515 25.342 15.552 24.727 28.47 13.822 15.142 17,506 23.682 27.775 110.121 04' 1)199 2001, b1.F,P.CA1), Inc. 1(/1(/01 10:58:00 Page 2 OCT -10-2001 WED 03:44 PM FAX NO. P. 05/16 Job Number:2.10.5500 NODE ANALYSIS NODE ELEVATION VITT/NGS PRESSURE DISCHARGE . (root) (peri}• (g n) 309 12'-8' K=5.6 50 10'-6" Tee 51 12'-B" Elbow 63 10'-6" Tee 64 12'-8" Elbow 73 12'-8' Tee 326 12'-8' K=5.6 •74 10'-G* Tee 75 12.-8" Elbow 97. 10'-6" Tee 92 12'-9" Too 106 12'41" Tee 1.0'7 10'-6" Tee 108 12'-8" Tee 248 0',0" 262 0'-0" 265 0'-0" 2.17 0'-6" 224 7'-5" LongF3lbow 228 0'-6" Tee 239 0'-6" 210 11-101,4" E 1bow 250 11-10%" D1gV1v=-2 .911 260 0'-0" 244 0'-0" 288 -3'-0" Tee 289 -3'-0° Tee 1 -3'-0" Source 301. 121..8" K-5,6 302 12'_8" K=5.6 303 12'-8" K=5.6 308 12'-8" K=5.6 312 12'-8" K=5.6 313 121-8" 1,1-3.6 315 12'-8" K=5,6 316 12'-8" K=5.6 317 12'-8" K=5.6 318 12'-8" K=5.6 321 121-8" K-5.6 322 12'-8° K=5.6 324' 12'-S" K=5.6 325 12'-8" K=5.6 328 12'-8" X=5,6 336 12'-8" K=5.6 337 12'-8" K=5.G 341 11'-8" K=5.6 342 12'-8" K=5.6 344 12'-8" 1C-5.6 357 12'-8" X=5.6 358 12'-8" K=5.6 30.853 33.724 31.606 33.824 30.730 17 .173 30.271 34.320 31.828 35,342 34.204 32.797 36.992 35.237 0.000 0.000 0.000 114.612 110.966 111.186 108.996 100.332 103.243 0.000 0.000 218.3.92 117.513 119.503 16,948 18.781 20.704 26.914 12.125 13.315 15.787. 19.106 21.885 25.273 13.361 14.662 21-515 25.342 15.552 24.727 28.247 13.822 15.142 17.506 23.682 27.775 23.05 24.27 25.48 29.05 19.50 20.43 22.25 74.48 26.20 28.15 20.47 21.'14 25.98 28.19 22,08 27,8 29.76 20.82 21.79 23.43 27_25 29.51 Q6' 0 1997-2001, M.Fi.1'.CA1), Inc. 10!10!01 10:58:00 i';rgc 3 OCT -10-2001 WED 03:44 PM FAX NO. P. 06/16 Job Number. 2.10.5500 226 0'-6` Hose 110,121 150.00 Ct.1Q07.2001, M.E,r,cAD, tn'... 14/10/01 10:58:00 Pau 4 OCT -10-2001 WED 03:44 PM FAX NO. P. 07/16 lob Number. 2-10.5500 HYDRAULIC ANALYSIS Pipe 'Type Diameter Flow Velocity i1 wC prin. Loris Length , Eq. Length Tat. Length Praasnre Summary Downstream F1e+watlon Diachsrge R -Factor Pt P,n Fittinga Vpat.eam -EL- - . - --- • . - 0490 -- --- 19,50- ,..._ 7.24 .....C.120 • .. .. .. . - 0.12418 . •••- 9,-;" PE -1,190 • Pe W.."--352 12'-g" 19,50 5.6 12.125 K=5.6 333 12'.••$" 13.315 9'-7" Pv 1.31, 1.3800 39.93 8.57 C=1 0 0. 2301 14'44° Pf 2.465 313 12'-8" 20.43 5.5 13.315 K=5.5 6'-0" Pc 315 12'-8" 15.781 2E 20'-W" Pv 13i, 1.3800 62.18 13.34 C=120 0. 7'06 3.1'-11" Pf 3,325 -315 ...._....12'-8"...........22.25 ....... -....5.6...15.781.......... .. K=5,6 _.. fie.. ._.. .. . 316 12'-8° 19.106 11'-11" Pv }3L 1.6100 86.66 13.66 C=120 0.24342 11'-51" Pf 2.779 316 12'-8" 24.48 5.r-19.106 K=5,6 Pe 317 12'-8" 21.885 11'-5" Pv Ult. 1.6100 112,86 17.'19 C=120 0.39681 8°-6%" ?f 3.388 317 12'-8" 26.20 5.6 21.885 3=5.6 Pe ' 318 12'-8" 25.273 B'-6?i" Pv 13L 2.0670 141,01 13.48 C=120 0,17744 15'-9" Pi 5.457 - -318 -. ...124--8" 28.15 • . - • • -• 5.6 25.273 • . - K=5.6 . ----15'-0" Pe • • . 64 12'-6" 30.730 3E 30'-9" Pv R81 2.0670 141,01 13.48 C=12+ 0. 4 • '-2" Pt 2.157 64 12'-8" 30.730 10'-0" Pe 0.936 63 10'-6" 33.824 Tee 12'-2" Pv PM 3.0680 242.86 10.54 C= 20 0.07089 70" " P 0.49b 63 . . -101-6i . .. . .... .. ...... 33:§24 ... Pe ...... ._ .. 74 10-6° 34.320 70-0" Pv F14 3.0680 361.03 15.67 C=120 0.14761. 6'-11" Pf 1.022 74 10'-6" 34.320 Pc 91 101-6" 35.342 6'-11" Pv FM 3.0620 418.64 18.17 C=120 0.1941 8'-6" Pf 1.650 01 10'-6" 35.342 PC 107 10'-6" 36.992 &'I$41 3.0680 541.44 23,50 C=120 0.31242 107 10'-.6" 36.992 52'-0" Pe 3.750 240 1'•-10%" 100.332 X,3E,C=-4.999 190'-9' Pv DX .02.+ 41.44 13.65 C=120 0.08317 0'-0" Pf 2.911 240 l'-1,0%" 100.332 35'-0" Pc 250 1'-10%" 103.743 DlgVly=-2.911 35'-0" Pv FM 3.0680 541.44 23.50 C=120 0.31242 1'-6" Pf 5,155 25Q 1'-103" 103.243 15'-0" Pe 0.598 .. • 239........ -0':-6" .. . .... . -108;996. F= -3.124,L •• .,_....36'-6" Pv-- • .. FM 4.62611- 541.44 13.65 C=120 0.08317 6'-4" Pf 2.190 239 0'-6" 108.996 20'-0" Pe -0.000 228 0'-6" 111.186 Tee 26'-4" Pv P'M 4.02 0 b91.44 17.43 C=120 0.13076 9'-3" Pf .779 228 0'.-6" 111.186 12'-0" Pe -2.999 224 1'-5" 110.966 214 21'-3" Pv ..1011 ........ ...6.050.....6 - .44 . 7.58 •, •. C=120 • • 0.01778 5..-11'' P _0457 224 7'- " 110.966 31'-0" Pe 2.990 . 217 0'-6" 114.612 A= -0.498,G=-0.053 36'-11244" Pv F77 6.2800 691.44 7.16 C=140 0.01128 78'-6" Pf 1.383 217 0'-6" 114..1 44'-233" Pe 1.517 289 -3'-0" _ 117.513 2E 122'-7%" Pv EL 8.3900 443.85 2.58 CM.40 0.00121 501'-4'" Pf 0.680 289 -3'-0" 117,513 Tee 59'-4jV" Pe 268 -3+-0" 118.192 560'-9" Pv 01.01997-2001, M.13,P.CAD, lac - 10/10/0110:58:00 rage 5 OCT -10-2001 WED 03:45 PM FAX NO. P. 08/16 lob Number: 2-10-5500 rs, 01997-2001, M.13.P.CAD, Inc, 1010/01 1 C1!5 K:00 Page 6 Pi 4 Type Diameter, Plow Ve oc ty HWC Frio. Lose Length Length Length Presfrure Summary Downstream =ovation Discharge 1C -Factor Ft "petrOamTot. pn Fittings/eq. BL 8.3900 6 1,44 4.01 C=140 0.00275 476'-2" Ff 1.310. 288 -3'-0" 118.192 1 -3'-0' 119.503 Source 476'-2" Pv Router 1 EL 1.04902.0.47 7.60 C=120 0.13584' 9'-7' Pt 1.302 321 12'-8" 20.47 5.6 13.361 K=5,6 Pe -0.000 37.2 12'-B' 14.662 9'-7" Pv .--Li'l., 1.3800 41.91 8.99 C=120 0.13452 K=5.6 12'-8" 6'-0" Pf 2.511 Pe 0.000 327. 12'-8" 21.44 5.6 14.662 73 12'-8" 17.173 22 18'-8" Pv EL 1.3500 64.00 13. 3 C'120 0.294331 14'-9" P£ 41.4.1 . ...17.173 .. .. .. . - . 1 Pe • -0.000 324 12'-8" -b6".97 21.515 14'-9" Pv EL 1.6100 14.18 C-120 0.26092 _ 14'-8" Pf 3.827 324 12'-8" 25.08 5,6 21.515 K=5.6 Pe 325 12'-8" 25.342 14'-8" Pv 8i,. 1.6100 118.16 18.62 C=120 0.43 01 11'-5" Pf 4.929 325 f?`'78" 28.19 $.6--n.342 K=5.6 Pu 326 12'-8" 30.271 111-5" Pv EL 2.0670 118.16 11.30 C=120 0.12795 7'-2". Pf 1.558 326 12'-8" 5.6 30,271 S'-0" Pc 75 12'-W8" 31.828 R1boW 12'-2" Pv _.RN'.......2.. 0670 _....11R,16. _11.10 11.10 C»120 ... 0.12795 . ._-._ _.2-:2".. pf _ , _.1.556... •7'..1 12'-8" 31.828 10' -0" Pe 0.936 7d 10'-6" 34.320 Tee 12'-2" Pv Route 2 '9L 1.0490 20.82 7.73 C=120 0.10.011' 9'-5" Pf 1.320 341. 121-8" 20.82 _ 5.6 13,822 K-5.6 Pe -0.000 342 1.2'-8" 15.142 9'-5" Pv BL 1.3800 e.61 9.14 C-120 0.13869 14'44" Pf 2.364 .. .342 ..... . 22'-8" .. 21.79 ....... . 5.6 15.142 ..... . . .. .- K=5.6' ___ ...3.'.-0". Pe.....0.000. .. 344 12'-8" 17.506 Elbow 17'-55" Pv BL 1. ;00 66.0• 1..1 =1 0 0.31196 16'-9i. Pf 6.177 1 344 12'-8" 23.43 5.6 17.506 K=5.6 3'-d" Pe 357 12''-8" 2.1.682 Elbow 1.9'-91,14" Pv }3L 1.6100 93.29 14.70 C=12T- 0.27902 14'-8" Pf 4.09-2 357 12'-8" 27.25 5.6 23,682 K=5.6 Pe -0.000 358 12'-8" 27,775 14'--8" Fv. -SSL - ........ 5.6100 ... 122.81-.. 19.35 ... .c-120. ...... 0.46395'...-....-10'-10". Pf ....5.023.. 358 12'-8" 29.51 5.6 27.7/15 K=5.6 Pe 0.000 106 12'-8" 32.797 3.0'-10" Pv EL 2.0670 M.85. L 11.74 C=120 0.13741 7'-9" Pf 2.440 106 • 12'-8" 32.797 10'-0" Pe 0.000 108 12'-8' 35.237 Tee 17'-9" Pv HN 2.4690 122.81 6,23 L=120 0-05783 2'-2" Pf 0.819 108 12'-8" 35.237 ... 12'-0" Pe 0.936 1.01 10'-6" 36.992 Tee, 14'-2" Pv Route 3 AO 1.04130 ' 22,08 8,20 C=120 0.15632 3'-44" Pf 1,622 -328 .......12'-8"...... .22.00 . .._ .5.6 ....15.552.... • 1:=5.6 - 7'-0" t' ...0.000 - 73 12'--8" 17.173 E,T 10'-41.4" Pv Route 4 311, 140490 23.05 8.56 C=120 5.6 16,948 0.16926 K=5.6 10'-10" Pf 1.834 Pe 31)1. 1l" - iL05 302 12'-8" 18,781 10'-10" Pv EEL 1.3800 47.32 0.15 C=120 0.16839 1 '-5" Pf 1. ..2 j 302 12'-8" 24.27 5.6 18.781 1C=5.6 Pe 303 12'-8" 20.704 11'-5" Pv 111. 1. 800 72.80 15.62 C=120 61 10'-7V." Pf 6.210 303 12'-8" 25.48 5.6 20.704 K=5.6 6'-0' Pe 308 12'-8" 26.914 2E 16'-7%" Pv rs, 01997-2001, M.13.P.CAD, Inc, 1010/01 1 C1!5 K:00 Page 6 OCT -10-2001 WED 03:45 PM FAX NO. P. 09/16 !ub Number; 2-10.5500 4' 01)51.7001, M.P..P.CAU, lnC, 1011010110:58:00 Yugo 7 Pips Type Diameter Flow Velocity 111ND F'ric. Los+F Length Mg. Length Tot. Length Pressure summary Downstream Elevation Discharge lC-facto- Pt Pn Fittings Upstream _ I BI-- -- .. 1.6100:..:.. 101.86 16.05 . C=120 0,32823 12' -0" 12'-0" Pt Pe Pv 3.939 302 12'-8" 29.05 5.6 26.914 K=5.6 12'-8" 30.853 ' FTNI, F.SI 2,0670 101.66 9.14 C=120 0.09721 2'-9"P£ 5'-0" 7'-9" Pe Pv 0.754 0.000 309 12'-8" 5,6 7.0.853 51 12'-8" 31,606 Blbote EN 2.0670 101.86 9.74 c=120 0.09721 2'-2" 10'-0" 12'-2" Pt Pe Pv 1..192 0.936 1 51 12'-8" 31.606 50 10'-6" 33.724 Tea FM 3.0680 101.86 4.42 C-13-0 0.01420 - 7'-0° 7' -0" Pf Pe Pv 0.099 50 10'-6" 33.724 *.' 63 10'-6° 33.824 Route 5 fS1' 1„0490 27.85 10.34 C=120 0.24005 14'-8" 14'-8" Pt Pe Pv 3.521 -0.040 336 12'.-8° 27.85 5.6 24.727 K=5.6 337 12'-8" 28.247 EL 1.31300 57.61 12.36 C=1 0 0.24230 18'- " 6'-0" 21'-7" 1'f Pe Pv 5.957 0.000 337 12'-8" 29,76 5.6 28.247 K=5.6 92 12'-8" 34.204 Tee RDI .4690 57.61 3.86 C-120 0.01426 2'-2" 12'-0" 14'-2" Pf Pe Pv 0.202 0.936 92 12'-8' 34.204 91 10'-6" 35.342 Tee Route 6 ,13I, 2.4600 150.00 10.05 C=120 0.08372 0'-81/1" 12'-0" 12'-13%" Pf Pe Pv 1.065 -0.000 226 0'•-6" 150.00 110.121 Hose 228 0'-6" 111.186 Tec ..... Route 7 -11- .._._. 8.3900 -11777-17-147-= 0.00011 1515-'-3" 135'-8%" 1651'-0" Pt Pe Pv 0.680 is9 -3'-0" 117.513 Tee 2611 -3'-0" 118.152 2E,4 Route 8 prii1 K:oy Diameter: Moll F1ovntion: Foot j''.l, ow : gpm Discharge: gpm Velocity: fps „ • Pressure: psi Lt>ngth: Foot F.gicbion Loot: psi/Foot HWC: Hazen-Wi11.i ms Constant Pt: Total pressure et a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pc;; .Pressure due to elevation difference between indicated points Pv: Velocity pressure .t a point in a pip 4' 01)51.7001, M.P..P.CAU, lnC, 1011010110:58:00 Yugo 7 OCT -10-2001 WED 03:46 PM FAX NO. P. 10/16 Job Ntimbcr: 2.10-5500 200 180 HYDRAULIC GRAPH 160 140 120 Static pressure 153,000 1191 44 with hose streams 691.44 119.503 40 ystem demand curve 20 _- :4 6670.00 © 20.000 0'001400 2100 2800 3500 4200 4900 Water Ilow, gpm Supply at Node 1 Static pressure: 153.000 Rosfdual Pressure: 6670-00 0i 20.000 System Demand: 601.44 @ 119.503 System t79rnand with hos° streams: 1191.444� 119.503 5600 6300 7000 W. 0100-2001, M.Ei.P.C,4I), Inc. 10/10/01 10:58:00 i'stgc $ OCT -10-2001 WED 03:46 PM FAX NO. P. 11/16 Job Number: 2.10-5500 HYDRAULIC CALCULAT IONS Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number: 2-10-5500 Oe sign Area: DRY SYS`r'RM MOST REMOTA: AREA Date: 10/10/01 12:55.2/ Design Data: Uccupru .y Ciassificatiou: Ordinary Group II Derlsi ty: 0.15gpm/ ft 2 Area of Application: 1950.00fL2 (Actual 148.1Bft2) Coverage Per Sprinkler. 130,00ft2 Number of Sprinklers Calculated: 4 Outside Hose Streams: 500.00 Hose at Node 226: 150.00 Tota] Hose Streams: 650.00 Total Water Required: 733.11 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in P'ipcs: 7722.90ga1 Volume of Air iri Pipes: 0.11ga1 Maximum: Velocity Above Ground: 17.83 between nodes 81 and 127 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 150,752 Name: of Contractor: U11TM?RK CONSTRUCTION CO Ac3C5ross: 1:32,,'; - 4TH AVE. SUITE 610 S E:ATV.. , WA 98101 SEATTLE, WA. 98101 135.940 14,822 Designer: SCOTT SEIBERT State Certification/License Number: WA CL#kFIRESWI 140B1 Authoci.ty Having Jurisdiction: 'I'UKWILA FIRE DEPARTMENT m• t) 1997-2001, M.E.1' CAD, Inc, )0/10/01 12:55131 Page 1 OCT -10-2001 WED 03:46 PM FAX NO. P. 12/16 Job Number: 2-145500 WATER SUPPLY DATA SOURCE STATIC NODE PRESSURE TAG (psi) 1 153.000 RESIDUAL F1.0*1 PRESSURE 0 (psi) (UPal AVAILABLE PRESSURE 0 (pail TOThL DELKA= (m) REWIRED PRESSURE (Psi) 20.000 6670.00 150.752 733,11 SUMMARY OF OUTFLOWING DEVICES ACTUAL DEVICE FLOW • SPR SPR 'SPR SPR NOS 356 360 381 404' 226 22.92 21.00 19.68 19.50 150.00 * Most demanding sprinkler. MINZWUE FLOW () 1C --FACTOR' • .PRESSURE (Psi) 19.50 19.50 19.50 19.50 150.00 5.6 5.6 5,6 5.6 18.61 135.940 16.758 14.066 32.349 12.125 132.456 A 65 l9')7-2001, 111,1?.P.[:A1).,Gic. 10110011215:31 Page 2 OCT -10-2001 WED 03:46 PM FAX NO. P. 13/16 Job Number 2-10-5500 NODE ANALY'S I S NODE ELE'tl•ATION FI'r?INGS FR$CSQRE DISGNANGE (psi) (gym) (root) 81 10'-6" Tee 74.141 127 9'-10" .Tae 18.238 134 9'-10" Tce 14.828 150 9'-4" Tee 13.097 161 9'_-4° Tee 12.759 248 0'-0' 0.000 262 0'-0" 0.000 265 0'-0" 0.000 '217 0'-6" 133.971 224 7'-5A LongF1bow 130.894 228 0'-6" Teo 133.521 241 O'-6" Tee 133.462 247 10'-.6" Tee 128.734 260 0'-0" 0.000 241 0'-0" 0.000 288 -3'-0" Tee 135.765 289 -3''.0" Tee 135.674 . 1 -3'-0" Source 135;940 356 8'-2" K=5.6 " 16.758 360 6'-10" K=5.6 14,066 381 7'-2" K=5.6 12.349 404 7'-2' K=5.6 12.125 226 0'-6" Bose 132-456 )') 1997-1001, M.R.P,('_AD, Inc. 10/10701 12:55:31 22.92 21.00 19.6£1 19.50 150.00 rage 3 OCT -10-2001 WED 03:47 PM FAX NO. P. 14/16 Job Number: 2-10-5500 KYDRMJLXC ANALYSIS Pips Type Diameter Flow velocity HWC A-Faotor Pt 7,24 C=120 Frit. TAM' Ina Fittings Length Sq. Length Tot. Length Pressure E,,,..^"rY Pf 1.573 Pa -0.939 Downetreem Upstream Elevation 7._0490 Discharge 19.50 An 0.12418 3'-8" 9'-0' 12'-9,P' 404 161 7'-2" 9'-4" 19,50 5.6 12.125 32.759 C=120 K=5.6 2E,T 0.03266 BL 1.3800 13,50 4.18 10'-442" ...... 10 `-454" + Pf 0.338 Pe 0.000 Psi . . Pt 1.949 Pe --0.218 Pv _..161_ ..... 1,50 M. .9.-<9".12.759 9'-4° 39.18 8.40 13.10 C=120 0.11874 1.3800 250 334 9'-4" 9'-1.0" 13.097 14,828 2E BL 1.3800 60.18 12.91 C=120 0.26269 i P1 3.410 Pe 0.000 Pv 134 12.7 9,-10' 9'-10" 14.828 18.238 1t4 1.3600 83.11 17.83 C=120 0.47726 + Pt 56.192 Pe -0.269 Pv Pt 54,593 Pe -0,000 Py ' 1;0 81 9'-10" 10T_6" .. 18.238 74.141 . 2E. BL 1.6100 83.11 13.10 C=120 0,22528 218'-4" 24'-0" 242'-4" gi 24I 10'-6' 10T-6" 74.141 128.734 4ET 1'M _ 3.0680 83.17. 3.61 C=120 0.00915 9'-5" 30'-0" 39'-5" Pf 0.384 Pe 4.342 Pv 247 241 101-8" 0'-6' 128.734 133.462 D= -0.049,F= -0.097,T • FM ---•••-.•• . 4,0260 . ..43.11 . 2.09 .. ..0=120.. .. . . . 0.00260 ..,....2`-3.0" 20'-4" 22'-10" Pf , 0.059 Pe -0.000 Pv 241 228 0'-6" 0'-6" 133.462 133.521 Tee FM 4.0260 233.11 5.87 C=120 0.01749 '-3" 12'-0' 21'-3" 5'-11'%" .. 31'-0" 36'-11%" Pf 0.372 Pc -2.999 Pv Pf 0.088 Po 2,990 Pv 226 224 0'-6" 7'-5" 6.0650 233.11 17.77-- 133.521 130.894 Cv120 2L 0.00238 1eM - 224 - . 217 '7'-5".. 0'-6" . . .. ...... . 130.994 133.971 .. . .. _ . . A=-0.067,0=-0.007 FM - 6,2800 233.11 2.41 C=140 0.00151 78'-6" 44'-11,4" 122'-7%" 501'-4%" 59'-4,74" 560'-9" Pf 0.145 Pe 1.517 Pv Pf 0.091 Pe Pv 217 269 0'-6" -3'-.0" 133.971 135.674 2E 6.00016 1+L 8.3900 149.63 0.67 C=140 289 288 -3'-0" -3'-0" 135.674 135.765 Tee -BL..- - --..- --8:3900. .. 233,1177771.35.. ._ C=140.. . 0.00037 ...._,. 47g'.-2" 476'-2" pf... P.-175. Pe Piz 288 1 -3'•-0" -3'-0" 135.765 135.940 Source Route 1 + AO 1.0490 19.68 1,31 C=120 0.12629 Pf 1.688 Pc -0.939 Pv 381 150 7'-2" 91-4" 19.68 5.6 12.3119 13.097 K=5.6 2E,T P.w.lre 2 A0.. ..1.0490_ . 21.00 ....7.80 C=120 1.14245 5' -6" 9`-0" 14'-6" Pf .063 Pe .-1.301 £'v 160 134 6'-10" 9'-10" 21.00 5,-t 14.066 14.829 C:120 K=5.6 2E,T1 xoat 3 AO 1.0490 22. 2 8,51 + _ 0.16750 Pf 2.202 Pe -0.721 Pv 356 1.27 8'-2" 9'-1,0" 22.92 5.6 76. 18.238 K=5.6 _ 2E.T i:outc 4 BL . :.2.4690 150,00.. 10.05 C=120 8..6372 + P 1.065 Pe -0.x00 Pv 226 :78 0'-6" 0'-6" 150.00 132.456 133.522 Hose Tee + Itc,utc 3 0 1997-2001. M:E,P.CA1), Inc. 10110101 5:31 Pare 4 OCT -10-2001 WED 03:47 PM FAX NO. P. 15/16 Job Nunte1: 2-tQ-5500 Pipe Type Diameter 1!'2vW Velocity Iiia. Lose Length Pressure Downstream: Elevation Discharge K -Factor Pt En ?ittiage Eq. Length Summary Upstream Tot- Length 15f, 8.3900 53.47 0.48 CW110 0.0 006 15x5'-3" Ff 0.091 289 -3'-0" 135.674 Tee 135'=8°h" Pe 286 -3'-0' 115-765 2E,Q 1651'-4' Pv Rout.o 6 Unita Kray Di:x:gr_�Ler: Inch E1 vuL-ion: FOot Flow: gpm Discharge: gtt Vc_locity: fps rros urc : Length: Foot Friction Loss: psi/Foot 1I41C: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: formal pressure at a point in a pipe Pt: Pressure loss due to friction between points Pc:: Pressure due to elevation difference between indicated points Pyr: Velocity pressure ata paint in a pipe ' 0 19')7-2001, M.E.P.CAD.Inc 11v10 12:55:31 Page 5 OGT -10-2001 WED 03:48 PM FAX NO. P. 16/16 Job Number: 2-10-5500 200 HYDRAULIC GRAPH 180 ,/ 160 140 120 Static pressure 153.000 733.11 with hose streams • 233.11 0 135.940 yslem demand curve 60 20 7. 0 -Malta dal' i u u u (1001400 2100 6670.00 0 20.000 1 it11i1111�111111111 11►i 1111011111 l 1 1 1 1 1 11 1 1. 1 i 1 1 1 1 1 t 1 I 2800 3500 4200 4900 Water flow, gpm Supply at Node 1 Static pressure: 153.000 Residual Pressure: 6670.00 20.000 System Demand: 2:33.11 0 135.940 System f}emand with hos© streams: 733.11 0 136.940 5600 6300 7000 01, 0199)-22001, M.B.P,CAD, Inc. 1WI0V1 72•$3'32 Page 6 1 Job Number. 2-10-5500 HYDRAULIC CALCULATIONS Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number: 2-10-5500 Design Area: DRY SYSTEM REMOTE AREA Date: 06/15/01 10:07:27 Design Data: Occupancy Classification: Ordinary Group II Density• 15gpm/ft2 Area o Application: 1950.00ft2 (Actual 148.18ft2) Coverage Per SprinkreT7-11r.V0ft2 Number of Sprinklers Calculated: 3 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 310.45 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 7717.24ga1 Maximum Velocity Above Ground: 12.97 between nodes 81 and 121 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 152.544 Name of Contractor: UNIMARK CONSTRUCTION CO Address: 1325 - 4TH AVE. SUITE 610 SEATTLE, WA 98101 SEATTLE, WA. 98101 84.708 67.836 Designer: SCOTT SEIBERT State Certification/License Number: Authority Having Jurisdiction: TUKWILA FIRE DEPARTMENT ' ® 1997-2001, M.E.P.CAD, Inc. 06/15/01 10:07:47 Page 1 Job Number: 2-10-5500 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESSURE (psi) RESIDUAL FLOW PRESSURE G (psi) (flpnn) AVAILABLE PRESSURE S (psi) TOTAL DEMAND (Qpaa) REQUIRED PRESSURE (psi) 1 153.000 20.000 6670.00 152.544 310.45 SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (Qpst) MINIMUM FLOW (Qpm) IC -FACTOR PRESSURE (psi) 84.708 SPR SPR SPR 353 377 392* 21.28 19.67 19.50 * Most demanding sprinkler. 19.50 19.50 19.50 5.6 5.6 5.6 14„440 12.342 12.125 C 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 2 Job Number: 2-10-5500 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity NSC Frio. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge R -Factor Pt Upstream Pn Fittings AO 1.0490 19.50 7.24 C=120 0.12418 3'-8" Pf 1.573 392 7'-2" 19.50 5.6 12.125 K=5.6 9'-0" Pe -0.939 151 9'-4" 12.759 2E,T 12'-8" Pv BL 1.3800 19.50 4.18 C=120 0.03266 10'-145" Pf 0.330 151 9'-4" 12.759 Pe 141 9'-4" 13.089 10'-1%* Pv BL 1.3800 39.17 8.40 C=120 0.11871 17'-335" Pf 2.766 141 9'-4" 13.089 6'-0" Pe -0.218 120 9'-10" 15.637 2E 23'-3ii" Pv BL 1.3800 60.45 12.97 C=120 0.26489' 120'-4" Pf 33.463 120 9'-10" 15.637 6'-0" Pe -0.289 81 10'-6" 48.811 2E 126'-4" Pv BL 1.6100 60.45 9.53 C=120 0.12504 213'-9" Pf 29.727 81 10'-6" 48.811 24'-0" Pe -0.000 247 10'-6" 78.539 4E,T 237'-9" Pv FM 3.0680 60.45 2.62 C=120 0.00541 9'-5' Pf 0.213 247 10'-6" 78.539 30'-0" Pe 4.343 241 0'-6" 83.095 D= -0.027,F= -0.054,T 39'-5" Pv FM 4.0260 60.45 1.52 C=120 0.00144 11'-04" Pf 0.060 241 0'-6" 83.095 30'-0' Pe -2.999 248 7'-5" 80.156 3E 41'-6%" Pv FM 6.0650 60.45 0.67 C=120 0.00020 6'-0" Pf 0.007 248 7'-5' 80.156 31'-0" Pe 2.990 244 0'-6" 83.153 A= -0.005,G=-0.001 37'-0' Pv FM 6.2800 60.45 0.63 C=140 0.00012 78'-6" Pf 0.015 244 0'-6" 83.153 44'-1%" Pe 1.517 149 -3'-0" 84.686 2E 122'-7%" Pv BL 8.3900 38.81 0.23 C=140 0.00001 501'-4%' Pf 0.007 149 -3'-0' 84.686 Tee 59'-05" Pe 148 -3'-0' 84.693 560'-9" Pv BL 8.3900 60.45 0.35 C=140 0.00003 476'-2" Pf 0.014 148 -3'-0" 84.693 Pe 1 -3'-0" 84.708 Source 476'-2" Pv Route 1 AO 1.0490 19.67 7.30 C=120 0.12622 4'-41/2" Pf 1.687 377 7'-2" 19.67 5.6 12.342 K=5.6 9'-0" Pe -0.939 141 9'-4" 13.089 2E,T 13'-434' Pv Route 2 AO 1.0490 21.28 7.90 C=120 0.14596 4'-154" Pf 1.918 353 8'-2" 21.28 5.6 14.440 K=5.6 9'-0" Pe -0.721 120 9'-10' 15.637 2E,T_ 13'-155" Pv Route 3 BL 8.3900 21.65 0.13 C=140 0.00000 1515'-3" Pf 0.007 149 -3'-0" 84.686 Tee 135'-835" Pe 148 -3'-0' 84.693 2E,Q 1651'-0" Pv Route 4 Units Key Diameter: Inch Elevation: Flow: Discharge: Velocity: Pressure: Foot gpm gpm fps psi Length: Friction Loss: Foot psi/Foot a ®1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 4 Job Number: 2-10-5500 HWC: Pt: Pn: Pf: Pe: Pv: Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe m 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 5 Job Number. 2-10-5500 RISER TAG INFORMATION Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Occupancy Classification: Ordinary Group II Number of Sprinklers: 248 K -Factor: 5.6 Orifice Size: 0.5 Design Density: 0.15gpm/ft2 Actual Density: 0.41gpm/ft2 Designed Area of Discharge: 1950.00ft2 (Actual 148.18ft2) gpm Discharge: 60.45 Static Pressure: 153.000 Required Pressure: 84.708 Residual Pressure: 20.000 Supply Flow: 6670.00 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 6 Job Number: 2-10-5500 200 180 160 140 120 a E 100 80 60 HYDRAULIC GRAPH Static pressure 153.000 310.45 with hose streams 60 45 CO 84.708 40 -jSystem demand curve 20 6670.00 © 20.000 111111111 111111111 111111111 0 Ili 0001400 2100 2800 111111111 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3500 4200 4900 5600 6300 7000 Water flow, gpm Supply at Node 1 Static pressure: 153.000 Residual Pressure: 6670.00 © 20.000 System Demand: 60.45 ® 84.708 System Demand with hose streams: 310.45 CP 84.708 k m 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 7 Job Number: 2-10-5500 Hydraulic Flow Diagram 041/4 n 5 1 • f © 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 8 Job Number: 2-10-5500 61. 0 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:37 Page 9 Job Number: 2-10-5500 HYDRAULIC CALCULATIONS Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number: 2-10-5500 Design Area: PREACTION SYSTEM MOST REMOTE AREA Date: 06/14/01 13:21:55 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of'A5p1ication: 1950.00ft2 (Actual 2080.78ft2) Coverage Per Sprink eT r: 10.00 t2 Number of Sprinklers Calculated: 22 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 778.73 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 7707.61ga1 Maximum Velocity Above Ground: 22.95 between nodes 127 and 178 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 150.498 Name of Contractor: UNIMARK CONSTRUCTION CO Address: 1325 - 4TH AVE. SUITE 610 SEATTLE, WA 98101 SEATTLE, WA. 98101 110.080 40.418 Designer: SCOTT SEIBERT State Certification/License Number: Authority Having Jurisdiction: TUKWILA FIRE DEPARTMENT © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:01 Page 1 Job Number: 2-10-5500 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESSURE (psi) RESIDUAL FLOW PRESSURE @ (psi) (gpm) AVAILABLE TOTAL PRESSURE @ DEMAND (psi) (gPm) REQUIRED PRESSURE (psi) 1 153.000 20.000 6670.00 150.498 778.73 110.080 SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL FLOW (Gran) MINIMUM FLOW (9Pm) K -FACTOR PRESSURE (psi) SPR 201 SPR 202 SPR 203 SPR 208 SPR 210* SPR 215 SPR 211 SPR 212 SPR 213 SPR 214 SPR .218 SPR 220 SPR 219 SPR 223 SPR 222 SPR 230 SPR 234 SPR 239 SPR 240 SPR 235 SPR 246 SPR 253 23.05 24.27 25.48 29.05 19.50 20.43 22.25 24.48 26.20 28.15 20.47 21.44 25.98 28.19 22.08 22.46 24.05 20.54 21.50 23.12 26.90 29.13 * Most demanding sprinkler. 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 16.948 18.781 20.704 26.914 12.125 13.315 15.781 19.106 21.885 25.273 13.361 14.662 21.515 25.342 15.552 16.085 18.450 13.453 14.741 17.046 23.071 27.064 96' m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 2 Job Number: 2-10-5500 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (psi) (gPi►) (Foot) 209 12'-8" K=5.6 30.853 9 10'-6" Tee 33.724 10 12'-8" Elbow 31.606 14 10'-6" Tee 33.824 15 12'-8" Elbow 30.730 19 12'-8" Tee 17.173 21 12'-8" K=5.6 30.271 22 10'-6" Tee 34.320 23 12'-8" Elbow 31.828 26 10'-6" Tee 35.342 27 12'-8" Tee 33.075 40 12'-8" Tee 31.965 41 10'-6" Tee 36.912 42 12'-8" Tee 34.346 116 0'-6" 106.509 162 7'-5" Elbow 103.119 127 0'-6" 102.533 175 2'-7Y2" CheckV1v=-4.784 94.690 178 1'-0" BtrflyV1v=-0.955 99.625 148 -3'-0" Tee 109.282 149 -3'-0" Tee 108.869 1 -3'-0" Source 110.080 201 12'-8" K=5.6 16.948 202 12'-8" K=5.6 18.781 203 12'-8" K=5.6 20.704 208 12'-8" K=5.6 26.914 210 12'-8" K=5.6 12.125 215 12'-8" K=5.6 13.315 211 12'-8" K=5.6 15.781 212 12'-8" K=5.6 19.106 213 12'-8" K=5.6 21.885 214 12'-8" K=5.6 25.273 218 12'-8" K=5.6 13.361 220 12'-8" K=5.6 14.662 219 12'-8" K=5.6 21.515 223 12'-8" K=5.6 25.342 222 12'-8" K=5.6 15.552 230 12'-8" K=5.6 16.085 234 12'-8" K=5.6 18.450 239 12'-8" K=5.6 13.453 240 12'-8" K=5.6 14.741 235 12'-8" K=5.6 17.046 246 12'-8" K=5.6 23.071 253 12'-8" K=5.6 27.064 23.05 24.27 25.48 29.05 19.50 20.43 22.25 24.48 26.20 28.15 20.47 21.44 25.98 28.19 22.08 22.46 24.05 20.54 21.50 23.12 26.90 29.13 © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 3 Job Number: 2-10-5500 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.0490 19.50 7.24 C=120 0.12418 9'-7" Pf 1.190 210 12'-8" 19.50 5.6 12.125 K=5.6 Pe 215 12'-8" 13.315 9'-7" Pv BL 1.3800 39.93 8.57 C=120 0.12301 14'-34" Pf 2.465 215 12'-8" 20.43 5.6 13.315 K=5.6 6'-0" Pe 211 12'-8" 15.781 2E 20'-35" Pv BL 1.3800 62.18 13.34 C=120 0.27906 11'-11" Pf 3.325 211 12'-8" 22.25 5.6 15.781 K=5.6 Pe 212 12'-8" 19.106 11'-11" Pv BL 1.6100 86.66 13.66 C=120 0.24342 11'-5" Pf 2.779 212 12'-8" 24.48 5.6 19.106 K=5.6 Pe 213 12'-8" 21.885 11'-5" Pv BL 1.6100 112.86 17.79 C=120 0.39681 8'-634" Pf 3.388 213 12'-8" 26.20 5.6 21.885 K=5.6 Pe 214 12'-8" 25.273 81-6%" Pv BL 2.0670 141.01 13.48 C=120 0.17744 15'-9" Pf 5.457 214 12'-8" 28.15 5.6 25.273 K=5.6 15'-0" Pe 15 12'-8" 30.730 3E 30'-9" Pv RN 2.0670 141.01 13.48 C=120 0.17744 2'-2" Pf 2.157 15 12'-8" 30.730 10'-0" Pe 0.936 14 10'-6" 33.824 Tee 12'-2" Pv FM 3.0680 242.86 10.54 C=120 0.07089 7'-0" Pf 0.496 14 10'-6" 33.824 Pe 22 10'-6" 34.320 7'-0" Pv FM 3.0680 361.03 15.67 C=120 0.14761 6'-11" Pf 1.022 22 10'-6" 34.320 Pe 26 10'-6" 35.342 6'-11" Pv FM 3.0680 407.54 17.69 C=120 0.18471 8'-6" Pf 1.570 26 10'-6" 35.342 Pe 41 10'-6" 36.912 8'-6" Pv FM 3.0680 528.73 22.95 C=120 0.29899 138'-10" Pf 54.364 41 10'-6" 36.912 43'-0" Pe 3.414 175 2'-734" 94.690 X,E,L,C=-4.784 181'-10" Pv DY 4.0260 528.73 13.33 C=120 0.07960 0'-0" Pf 4.219 175 2'-734" 94.690 53'-0" Pe 0.717 178 1'-0" 99.625 L,V=-2.786,F=-0.955 53'-0" Pv FM 3.0680 528.73 22.95 C=120 0.29899 2'-0" Pf 2.691 178 1'-0" 99.625 7'-0" Pe 0.217 127 0'-6" 102.533 Elbow 9'-0" Pv FM 4.0260 528.73 13.33 C=120 0.07960 15'-34" Pf 3.585 127 0'-6" 102.533 30'-0" Pe -2.999 162 7'-5" 103.119 3E 45'-34" Pv FM 6.0650 528.73 5.87 C=120 0.01082 6'-0" Pf 0.400 162 7'-5" 103.119 31'-0" Pe 2.990 116 0'-6" 106.509 A= -0.303,G=-0.032 37'-0" Pv FM 6.2800 528.73 5.48 C=140 0.00687 78'-6" Pf 0.842 116 0'-6" 106.509 44'-134" Pe 1.517 149 -3'-0" 108.869 2E 122'-734" Pv BL 8.3900 339.40 1.97 C=140 0.00074 501'-434" Pf 0.414 149 -3'-0" 108.869 Tee 591-4%" Pe 148 -3'-0" 109.282 560'-9" Pv BL 8.3900 528.73 3.07 C=140 0.00168 476'-2" Pf 0.798 148 -3'-0" 109.282 Pe 1 -3'-0" 110.080 Source 476'-2" Pv Route 1 m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 4 Job Number: 2-10-5500 k m 1997-2001, M.E.P.CAD, Inc. 06/14/0113:22:02 Page 5 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.0490 20.47 7.60 C=120 0.13584 9'-7" Pf 1.302 218 12'-8" 20.47 5.6 13.361 K=5.6 Pe 220 12'-8" 14.662 9'-7" Pv BL 1.3800 41.91 8.99 C=120 0.13452 12'-8" Pf 2.511 220 12'-8" 21.44 5.6 14.662 K=5.6 6'-0" Pe 19 12'-8" 17.173 2E 18'-8" Pv BL 1.3800 64.00 13.73 C=120 0.29433 14'-9" Pf 4.341 19 12'-8" 17.173 Pe 219 12'-8" 21.515 14'-9" Pv BL 1.6100 89.97 14.18 C=120 0.26092 14'-8" Pf 3.827 219 12'-8" 25.98 5.6 21.515 K=5.6 Pe 223 12'-8" 25.342 14'-8" Pv BL 1.6100 118.16 18.62 C=120 0.43201 11'-5" Pf 4.929 223 12'-8" 28.19 5.6 25.342 K=5.6 Pe 21 12'-8" 30.271 11'-5" Pv BL 2.0670 118.16 11.30 C=120 0.12795 7'-2" Pf 1.558 21 12'-8" 5.6 30.271 5'-0" Pe 23 12'-8" 31.828 Elbow 12'-2" Pv RN 2.0670 118.16 11.30 C=120 0.12795 2'-2" Pf 1.556 23 12'-8" 31.828 10'-0" Pe 0.936 22 10'-6" 34.320 Tee 12'-2" Pv Route 2 BL 1.0490 20.54 7.62 C=120 0.13671 9'-5" Pf 1.287 239 12'-8" 20.54 5.6 13.453 K=5.6 Pe 240 12'-8" 14.741 9'-5" Pv BL 1.3800 42.04 9.02 C=120 0.13528 14'-'4" Pf 2.305 240 12'-8" 21.50 5.6 14.741 K=5.6 3'-0" Pe 235 12'-8" 17.046 Elbow 17'-," Pv BL 1.3800 65.16 13.98 C=120 0.30431 16'-94'" Pf 6.025 235 12'-8" 23.12 5.6 17.046 K=5.6 3'-0" Pe 246 12'-8" 23.071 Elbow 19'-9W' Pv BL 1.6100 92.06 14.51 C=120 0.27223 14'-8" Pf 3.993 246 12'-8" 26.90 5.6 23.071 K=5.6 Pe 253 12'-8" 27.064 14'-8" Pv BL 1.6100 121.19 19.10 C=120 0.45273 10'-10" Pf 4.901 253 12'-8" 29.13 5.6 27.064 K=5.6 Pe 40 12'-8" 31.965 10'-10" Pv BL 2.0670 121.19 11.59 C=120 0.13408 7'-9" Pf 2.381 40 12'-8" 31.965 10'-0" Pe 42 12'-8" 34.346 Tee 17'-9" Pv RN 2.0670 121.19 11.59 C=120 0.13408 2'-2" Pf 1.630 42 12'-8" 34.346 10'-0" Pe 0.936 41 10'-6" 36.912 Tee 12'-2" Pv Route 3 AO 1.0490 22.08 8.20 C=120 0.15632 3'-4'," Pf 1.622 222 12'-8" 22.08 5.6 15.552 K=5.6 7'-0" Pe 19 121-8" 17.173 E,T 101-4%" Pv Route 4 BL 1.0490 22.46 8.34 C=120 0.16127 14'-8" Pf 2.365 230 12'-8" 22.46 5.6 16.085 K=5.6 Pe 234 12'-8" 18.450 14'-8" Pv BL 1.0490 46.51 17.27 C=120 0.62015 18'-7" Pf 14.625 234 12'-8" 24.05 5.6 18.450 K=5.6 5'-0" Pe 27 12'-8" 33.075 Tee 23'-7" Pv RN 1.3800 46.51 9.98 C=120 0.16310 2'-2" Pf 1.331 27 12'-8" 33.075 6'-0" Pe 0.936 26 10'-6" 35.342 Tee 8'-2" Pv Route 5 BL 1.0490 23.05 8.56 C=120 0.16926 10'-10" Pf 1.834 201 12'-8" 23.05 5.6 16.948 K=5.6 Pe 202 12'-8" 18.781 10'-10" Pv k m 1997-2001, M.E.P.CAD, Inc. 06/14/0113:22:02 Page 5 Job Number: 2-10-5500 m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.3800 47.32 10.15 C=120 0.16839 11'-5" Pf 1.922 202 12'-8" 24.27 5.6 18.781 K=5.6 Pe 203 12'-8" 20.704 11'-5" Pv BL 1.3800 72.80 15.62 C=120 0.37361 10'-7%" Pf 6.210 203 12'-8" 25.48 5.6 20.704 K=5.6 6'-0" Pe 208 12'-8" 26.914 2E 16'-7%" Pv BL 1.6100 101.86 16.05 C=120 0.32823 12'-0" Pf 3.939 208 12'-8" 29.05 5.6 26.914 K=5.6 Pe 209 12'-8" 30.853 12'-0" Pv BL 2.0670 101.86 9.74 C=120 0.09721 2'-9" Pf 0.754 209 12'-8" 5.6 30.853 5'-0" Pe 10 12'-8" 31.606 Elbow 7'-9" Pv RN 2.0670 101.86 9.74 C=120 0.09721 2'-2" Pf 1.182 10 12'-8" 31.606 10'-0" Pe 0.936 9 10'-6" 33.724 Tee 12'-2" Pv FM 3.0680 101.86 4.42 C=120 0.01420 7'-0" Pf 0.099 9 10'-6" 33.724 Pe 14 10'-6" 33.824 7'-0" Pv Route 6 BL 8.3900 189.33 1.10 C=140 0.00025 1515'-3" Pf 0.414 149 -3'-0" 108.869 Tee 135'-814" Pe 148 -3'-0" 109.282 2E,Q 1651'-0" Pv Route 7 Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 6 Job Number: 2-10-5500 RISER TAG INFORMATION Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Occupancy Classification: Ordinary Group I Number of Sprinklers: 240 K -Factor: 5.6 Orifice Size: 0.5 Design Density: 0.15gpm/ft2 Actual Density: 0.25gpm/ft2 Designed Area of Discharge: 1950.00ft2 (Actual 2080.78ft2) gpm Discharge: 528.73 Static Pressure: 153.000 Required Pressure: 110.080 Residual Pressure: 20.000 Supply Flow: 6670.00 0 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 7 Job Number: 2-10-5500 200 HYDRAULIC GRAPH 180 160 140 120 N a fil 100 0 0 2 d 80 60 40 20 Static pressure 153.000 -� 778.73 with hose streams 528.73 @ 110.080 System demand curve 6670.00 @ 20.000 0 0001400 2100 2800 1111111111111 111111111 111111111 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 111111111 3500 4200 4900 Water flow, gpm Supply at Node 1 Static pressure: 153.000 Residual Pressure: 6670.00 @ 20.000 System Demand: 528.73 @ 110.080 System Demand with hose streams: 778.73 @ 110.080 5600 6300 7000 (M. m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 . Page 8 Job Number: 2-10-5500 Hydraulic Flow Diagram e ,. _e.._ ._. _e ...........5........-i : e o-° i e .‹.--.e u9 I-- a —......2.31. 1 UP 8 - o • 0 0 Bu 7.71 --0-----0_.el • e tION • o s o -7-----s s k. m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 9 Job Number: 2-10-5500 61'. © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:03 Page 10 Job Number: 2-10-5500 HYDRAULIC CALCULATIONS Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number: 2-10-5500 Design Area: PREACTION SYSTEM MOST REMOTE AREA Date: 06/14/01 13:21:55 Design Data: Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1950.00ft2 (Actual 2080.78ft2) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 22 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 778.73 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 7707.61gal Maximum Velocity Above Ground: 22.95 between nodes 127 and 178 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 150.498 Name of Contractor: UNIMARK CONSTRUCTION CO Address: 1325 - 4TH AVE. SUITE 610 SEATTLE, WA 98101 SEATTLE, WA. 98101 110.080 40.418 Designer: SCOTT SEIBERT State Certification/License Number: Authority Having Jurisdiction: TUKWILA FIRE DEPARTMENT 61. © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:01 Page 1 Job Number: 2-10-5500 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) 1 153.000 20.000 6670.00 150.498 778.73 110.080 SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL MINIMUM FLOW FLOW K -FACTOR PRESSURE (gpm) (gpm) (psi) SPR 201 23.05 SPR 202 24.27 SPR 203 25.48 SPR 208 29.05 SPR 210* 19.50 SPR 215 20.43 SPR 211 22.25 SPR 212 24.48 SPR 213 26.20 SPR 214 28.15 SPR 218 20.47 SPR 220 21.44 SPR 219 25.98 SPR 223 28.19 SPR 222 22.08 SPR 230 22.46 SPR 234 24.05 SPR 239 20.54 SPR 240 21.50 SPR 235 23.12 SPR 246 26.90 SPR 253 29.13 * Most demanding sprinkler. 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 16.948 18.781 20.704 26.914 12.125 13.315 15.781 19.106 21.885 25.273 13.361 14.662 21.515 25.342 15.552 16.085 18.450 13.453 14.741 17.046 23.071 27.064 06'm 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 2 Job Number: 2-10-5500 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (9Pn►) 209 12'-8" K=5.6 30.853 9 10'-6" Tee 33.724 10 12'-8" Elbow 31.606 14 10'-6" Tee 33.824 15 12'-8" Elbow 30.730 19 12'-8" Tee 17.173 21 12'-8" K=5.6 30.271 22 10'-6" Tee 34.320 23 12'-8" Elbow 31.828 26 10'-6" Tee 35.342 27 12'-8" Tee 33.075 40 12'-8" Tee 31.965 41 10'-6" Tee 36.912 42 12'-8" Tee 34.346 116 0'-6" 106.509 162 7'-5" Elbow 103.119 127 0'-6" 102.533 175 2'-74/2" CheckVly=-4.784 94.690 178 1'-0" BtrflyVly=-0.955 99.625 148 -3'-0" Tee 109.282 149 -3'-0" Tee 108.869 1 -3'-0" Source 110.080 201 12'-8" K=5.6 16.948 202 12'-8" K=5.6 18.781 203 12'-8" K=5.6 20.704 208 12'-8" K=5.6 26.914 210 12'-8" K=5.6 12.125 215 12'-8" K=5.6 13.315 211 12'-8" K=5.6 15.781 212 12'-8" K=5.6 19.106 213 12'-8" K=5.6 21.885 214 12'-8" K=5.6 25.273 218 12'-8" K=5.6 13.361 220 12'-8" K=5.6 14.662 219 12'-8" K=5.6 21.515 223 12'-8" K=5.6 25.342 222 12'-8" K=5.6 15.552 230 12'-8" K=5.6 16.085 234 12'-8" K=5.6 18.450 239 12'-8" K=5.6 13.453 240 12'-8" K=5.6 14.741 235 12'-8" K=5.6 17.046 246 12'-8" K=5.6 23.071 253 12'-8" K=5.6 27.064 23.05 24.27 25.48 29.05 19.50 20.43 22.25 24.48 26.20 28.15 20.47 21.44 25.98 28.19 22.08 22.46 24.05 20.54 21.50 23.12 26.90 29.13 m 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 3 Job Number: 2-10-5500 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.0490 19.50 7.24 C=120 0.12418 9'-7" Pf 1.190 210 12'-8" 19.50 5.6 12.125 K=5.6 Pe 215 12'-8" 13.315 9'-7" Pv BL 1.3800 39.93 8.57 C=120 0.12301 14'-)=" Pf 2.465 215 12'-8" 20.43 5.6 13.315 K=5.6 6'-0" Pe 211 12'-8" 15.781 2E 20'-4" Pv BL 1.3800 62.18 13.34 C=120 0.27906 11'-11" Pf 3.325 211 12'-8" 22.25 5.6 15.781 K=5.6 Pe 212 12'-8" 19.106 11'-11" Pv BL 1.6100 86.66 13.66 C=120 0.24342 11'-5" Pf 2.779 212 12'-8" 24.48 5.6 19.106 K=5.6 Pe 213 12'-8" 21.885 11'-5" Pv BL 1.6100 112.86 17.79 C=120 0.39681 8'-634" Pf 3.388 213 12'-8" 26.20 5.6 21.885 K=5.6 Pe 214 12'-8" 25.273 8'-634" Pv BL 2.0670 141.01 13.48 C=120 0.17744 15'-9" Pf 5.457 214 12'-8" 28.15 5.6 25.273 K=5.6 15'-0" Pe 15 12'-8" 30.730 3E 30'-9" Pv RN 2.0670 141.01 13.48 C=120 0.17744 2'-2" Pf 2.157 15 12'-8" 30.730 10'-0" Pe 0.936 14 10'-6" 33.824 Tee 12'-2" Pv FM 3.0680 242.86 10.54 C=120 0.07089 7'-0" Pf 0.496 14 10'-6" 33.824 Pe 22 10'-6" 34.320 7'-0" Pv FM 3.0680 361.03 15.67 C=120 0.14761 6'-11" Pf 1.022 22 10'-6" 34.320 Pe 26 10'-6" 35.342 6'-11" Pv FM 3.0680 407.54 17.69 C=120 0.18471 8'-6" Pf 1.570 26 10'-6" 35.342 Pe 41 10'-6" 36.912 8'-6" Pv FM 3.0680 528.73 22.95 C=120 0.29899 138'-10" Pf 54.364 41 10'-6" 36.912 43'-0" Pe 3.414 175 2'-74" 94.690 X,E,L,C=-4.784 181'-10" Pv DY 4.0260 528.73 13.33 C=120 0.07960 0'-0" Pf 4.219 175 2'-71/2" 94.690 53'-0" Pe 0.717 178 1'-0" 99.625 L,V=-2.786,F=-0.955 53'-0" Pv FM 3.0680 528.73 22.95 C=120 0.29899 2'-0" Pf 2.691 178 1'-0" 99.625 7'-0" Pe 0.217 127 0'-6" 102.533 Elbow 9'-0" Pv FM 4.0260 528.73 13.33 C=120 0.07960 15'-4" Pf 3.585 127 0'-6" 102.533 30'-0" Pe -2.999 162 7'-5" 103.119 3E 45'-34" Pv FM 6.0650 528.73 5.87 C=120 0.01082 6'-0" Pf 0.400 162 7'-5" 103.119 31'-0" Pe 2.990 116 0'-6" 106.509 A= -0.303,G=-0.032 37'-0" Pv FM 6.2800 528.73 5.48 C=140 0.00687 78'-6" Pf 0.842 116 0'-6" 106.509 44'-134" Pe 1.517 149 -3'-0" 108.869 2E 122'-734" Pv BL 8.3900 339.40 1.97 C=140 0.00074 501'-434" Pf 0.414 149 -3'-0" 108.869 Tee 59'-434" Pe 148 -3'-0" 109.282 560'-9" Pv BL 8.3900 528.73 3.07 C=140 0.00168 476'-2" Pf 0.798 148 -3'-0" 109.282 Pe 1 -3'-0" 110.080 Source 476'-2" Pv Route 1 © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 4 Job Number: 2-10-5500 04. © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 5 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.0490 20.47 7.60 C=120 0.13584 9'-7" Pf 1.302 218 12'-8" 20.47 5.6 13.361 K=5.6 Pe 220 12'-8" 14.662 9'-7" Pv BL 1.3800 41.91 8.99 C=120 0.13452 12'-8" Pf 2.511 220 12'-8" 21.44 5.6 14.662 K=5.6 6'-0" Pe 19 12'-8" 17.173 2E 18'-8" Pv BL 1.3800 64.00 13.73 C=120 0.29433 14'-9" Pf 4.341 19 12'-8" 17.173 Pe 219 12'-8" 21.515 14'-9" Pv BL 1.6100 89.97 14.18 C=120 0.26092 14'-8" Pf 3.827 219 12'-8" 25.98 5.6 21.515 K=5.6 Pe 223 12'-8" 25.342 14'-8" Pv BL 1.6100 118.16 18.62 C=120 0.43201 11'-5" Pf 4.929 223 12'-8" 28.19 5.6 25.342 K=5.6 Pe 21 12'-8" 30.271 11'-5" Pv BL 2.0670 118.16 11.30 C=120 0.12795 7'-2" Pf 1.558 21 12'-8" 5.6 30.271 5'-0" Pe 23 12'-8" 31.828 Elbow 12'-2" Pv RN 2.0670 118.16 11.30 C=120 0.12795 2'-2" Pf 1.556 23 12'-8" 31.828 10'-0" Pe 0.936 22 10'-6" 34.320 Tee 12'-2" Pv Route 2 BL 1.0490 20.54 7.62 C=120 0.13671 9'-5" Pf 1.287 239 12'-8" 20.54 5.6 13.453 K=5.6 Pe 240 12'-8" 14.741 9'-5" Pv BL 1.3800 42.04 9.02 C=120 0.13528 14'-%" Pf 2.305 240 12'-8" 21.50 5.6 14.741 K=5.6 3'-0" Pe 235 12'-8" 17.046 Elbow 17'-W' Pv BL 1.3800 65.16 13.98 C=120 0.30431 16'-9%" Pf 6.025 235 12'-8" 23.12 5.6 17.046 K=5.6 3'-0" Pe 246 12'-8" 23.071 Elbow 19'-94''" Pv BL 1.6100 92.06 14.51 C=120 0.27223 14'-8" Pf 3.993 246 12'-8" 26.90 5.6 23.071 K=5.6 Pe 253 12'-8" 27.064 14'-8" Pv BL 1.6100 121.19 19.10 C=120 0.45273 10'-10" Pf 4.901 253 12'-8" 29.13 5.6 27.064 K=5.6 Pe 40 12'-8" 31.965 10'-10" Pv BL 2.0670 121.19 11.59 C=120 0.13408 7'-9" Pf 2.381 40 12'-8" 31.965 10'-0" Pe 42 12'-8" 34.346 Tee 17'-9" Pv RN 2.0670 121.19 11.59 C=120 0.13408 2'-2" Pf 1.630 42 12'-8" 34.346 10'-0" Pe 0.936 41 10'-6" 36.912 Tee 12'-2" Pv Route 3 AO 1.0490 22.08 8.20 C=120 0.15632 3'-4%" Pf 1.622 222 12'-8" 22.08 5.6 15.552 K=5.6 7'-0" Pe 19 12'-8" 17.173 E,T 10'-4W' Pv Route 4 BL 1.0490 22.46 8.34 C=120 0.16127 14'-8" Pf 2.365 230 12'-8" 22.46 5.6 16.085 K=5.6 Pe 234 12'-8" 18.450 14'-8" Pv BL 1.0490 46.51 17.27 C=120 0.62015 18'-7" Pf 14.625 234 12'-8" 24.05 5.6 18.450 K=5.6 5'-0" Pe 27 12'-8" 33.075 Tee 23'-7" Pv RN 1.3800 46.51 9.98 C=120 0.16310 2'-2" Pf 1.331 27 12'-8" 33.075 6'-0" Pe 0.936 26 10'-6" 35.342 Tee 8'-2" Pv Route 5 BL 1.0490 23.05 8.56 C=120 0.16926 10'-10" Pf 1.834 201 12'-8" 23.05 5.6 16.948 K=5.6 Pe 202 12'-8" 18.781 10'-10" Pv 04. © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 5 Job Number: 2-10-5500 01997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 6 Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.3800 47.32 10.15 C=120 0.16839 11'-5" Pf 1.922 202 12'-8" 24.27 5.6 18.781 K=5.6 Pe 203 12'-8" 20.704 11'-5" Pv BL 1.3800 72.80 15.62 C=120 0.37361 10'-7%' Pf 6.210 203 12'-8" 25.48 5.6 20.704 K=5.6 6'-0" Pe 208 12'-8" 26.914 2E 16'-7%z" Pv BL 1.6100 101.86 16.05 C=120 0.32823 12'-0" Pf 3.939 208 12'-8" 29.05 5.6 26.914 K=5.6 Pe 209 12'-8" 30.853 12'-0" Pv BL 2.0670 101.86 9.74 C=120 0.09721 2'-9" Pf 0.754 209 12'-8" 5.6 30.853 5'-0" Pe 10 12'-8" 31.606 Elbow 7'-9" Pv RN 2.0670 101.86 9.74 C=120 0.09721 2'-2" Pf 1.182 10 12'-8" 31.606 10'-0" Pe 0.936 9 10'-6" 33.724 Tee 12'-2" Pv FM 3.0680 101.86 4.42 C=120 0.01420 7'-0" Pf 0.099 9 10'-6" 33.724 Pe 14 10'-6" 33.824 7'-0" Pv Route 6 BL 8.3900 189.33 1.10 C=140 0.00025 1515'-3" Pf 0.414 149 -3'-0" 108.869 Tee 135'-8%" Pe 148 -3'-0" 109.282 2E,Q 1651'-0" Pv Route 7 Units Key Diameter: Inch Elevation: Flow: Discharge: Velocity: Pressure: Foot gpm gpm fps psi Length: Friction Loss: Foot psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe 01997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 6 Job Number: 2-10-5500 RISER TAG INFORMATION Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Occupancy Classification: Ordinary Group I Number of Sprinklers: 240 K -Factor: 5.6 Orifice Size: 0.5 Design Density: 0.15gpm/ft2 Actual Density: 0.25gpm/ft2 Designed Area of Discharge: 1950.00ft2 (Actual 2080.78ft2) gpm Discharge: 528.73 Static Pressure: 153.000 Required Pressure: 110.080 Residual Pressure: 20.000 Supply Flow: 6670.00 © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 7 Job Number: 2-10-5500 200 180 160 140 120 3 100 m a 80 40 HYDRAULIC GRAPH Static pressure 153.000 778.73 with hose streams 528.73 @ 110.080 System demand curve 20 6670.00 @ 20.000 • 111111111 111111111 0 —num 0001400 2100 2800 3500 4200 4900 Water flow, gpm 1111 111111111 111111111 111111111 111111111 Supply at Node 1 Static pressure: 153.000 Residual Pressure: 6670.00 @ 20.000 System Demand: 528.73 © 110.080 System Demand with hose streams: 778.73 0 110.080 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5600 6300 7000 08- © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 . Page 8 Job Number: 2-10-5500 Hydraulic Flow Diagram 1 © 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:02 Page 9 Job Number: 2-10-5500 & 0 1997-2001, M.E.P.CAD, Inc. 06/14/01 13:22:03 Page 10 Job Number: 2-10-5500 HYDRAULIC CALCULATIONS Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Job Number: 2-10-5500 Design Area: DRY SYSTEM REMOTE AREA Date: 06/15/01 10:07:27 Design Data: Occupancy Classification: Ordinary Group II Density: 0.15gpm/ft2 Area of Application: 1950.00ft2 (Actual 148.18ft2) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 3 Outside Hose Streams: 250.00 Total Hose Streams: 250.00 Total Water Required: 310.45 Including hose streams Maximum Pressure Unbalance In Loops: 0.000 Volume of Water in Pipes: 7717.24ga1 Maximum Velocity Above Ground: 12.97 between nodes 81 and 121 Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 152.544 Name of Contractor: UNIMARK CONSTRUCTION CO Address: 1325 - 4TH AVE. SUITE 610 SEATTLE, WA 98101 SEATTLE, WA. 98101 84.708 67.836 Designer: SCOTT SEIBERT State Certification/License Number: Authority Having Jurisdiction: TUKWILA FIRE DEPARTMENT 06. O 1997-2001, M.E.P.CAD, Inc. 06/15/01 10:07:47 Page 1 Job Number: 2-10-5500 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) 1 153.000 20.000 6670.00 152.544 310.45 84.708 SUMMARY OF OUTFLOWING DEVICES DEVICE ACTUAL MINIMUM FLOW FLOW (gpm) (gpm) K -FACTOR PRESSURE (psi) SPR 353 21.28 SPR 377 19.67 SPR 392* 19.50 * Most demanding sprinkler. 19.50 19.50 19.50 5.6 5.6 5.6 14.440 12.342 12.125 CI 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 2 Job Number: 2-10-5500 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 81 10'-6" Tee 48.811 120 9'-10" Tee 15.637 141 9'-4" Tee 13.089 151 9'-4" Tee 12.759 244 0'-6" 83.153 248 7'-5" Elbow 80.156 241 0'-6" Tee 83.095 247 10'-6" Tee 78.539 148 -3'-0" Tee 84.693 149 -3'-0" Tee 84.686 1 -3'-0" Source 84.708 353 8'-2" K=5.6 14.440 377 7'-2" K=5.6 12.342 392 7'-2" K=5.6 12.125 21.28 19.67 19.50 m 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 3 Job Number: 2-10-5500 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Tot. Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings AO 1.0490 19.50 7.24 C=120 0.12418 3'-8" Pf 1.573 392 7'-2" 19.50 5.6 12.125 K=5.6 9'-0" Pe -0.939 151 9'-4" 12.759 2E,T 12'-8" Pv BL 1.3800 19.50 4.18 C=120 0.03266 10'-112" Pf 0.330 151 9'-4" 12.759 Pe 141 9'-4" 13.089 10'-lW' Pv BL 1.3800 39.17 8.40 C=120 0.11871 17'-31/2" Pf 2.766 141 9'-4" 13.089 6'-0" Pe -0.218 120 9'-10" 15.637 2E 23'-312" Pv BL 1.3800 60.45 12.97 C=120 0.26489 120'-4" Pf 33.463 120 9'-10" 15.637 6'-0" Pe -0.289 81 10'-6" 48.811 2E 126'-4" Pv BL 1.6100 60.45 9.53 C=120 0.12504 213'-9" Pf 29.727 81 10'-6" 48.811 24'-0" Pe -0.000 247 10'-6" 78.539 4E,T 237'-9" Pv FM 3.0680 60.45 2.62 C=120 0.00541 9'-5" Pf 0.213 247 10'-6" 78.539 30'-0" Pe 4.343 241 0'-6" 83.095 D= -0.027,F= -0.054,T 39'-5" Pv FM 4.0260 60.45 1.52 C=120 0.00144 11'-612" Pf 0.060 241 0'-6" 83.095 30'-0" Pe -2.999 248 7'-5" 80.156 3E 41'-612" Pv FM 6.0650 60.45 0.67 C=120 0.00020 6'-0" Pf 0.007 248 7'-5" 80.156 31'-0" Pe 2.990 244 0'-6" 83.153 A= -0.005,G=-0.001 37'-0" Pv FM 6.2800 60.45 0.63 C=140 0.00012 78'-6" Pf 0.015 244 0'-6" 83.153 44'-112" Pe 1.517 149 -3'-0" 84.686 2E 122'-7%" Pv BL 8.3900 38.81 0.23 C=140 0.00001 501'-412" Pf 0.007 149 -3'-0" 84.686 Tee 59'-412" Pe 148 -3'-0" 84.693 560'-9" Pv BL 8.3900 60.45 0.35 C=140 0.00003 476'-2" Pf 0.014 148 -3'-0" 84.693 Pe 1 -3'-0" 84.708 Source 476'-2" Pv Route 1 AO 1.0490 19.67 7.30 C=120 0.12622 4'-4A" Pf 1.687 377 7'-2" 19.67 5.6 12.342 K=5.6 9'-0" Pe -0.939 141 9'-4" 13.089 2E,T 13'-412" Pv Route 2 AO 1.0490 21.28 7.90 C=120 0.14596 4'-112" Pf 1.918 353 8'-2" 21.28 5.6 14.440 K=5.6 9'-0" Pe -0.721 120 9'-10" 15.637 2E,T 13'-112" Pv Route 3 BL 8.3900 21.65 0.13 C=140 0.00000 1515'-3" Pf 0.007 149 -3'-0" 84.686 Tee 135'-8%" Pe 148 -3'-0" 84.693 2E,Q 1651'-0" Pv Route 4 Units Key Diameter: Inch Elevation: Flow: Discharge: Velocity: Pressure: Foot gpm gpm fps psi Length: Friction Loss: Foot psi/Foot 06'm 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 4 Job Number: 2-10-5500 HWC: Pt: Pn: Pf: Pe: Pv: Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe g m 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 5 Job Number: 2-10-5500 RISER TAG INFORMATION Location: AT&T/ALS 12628 INTERURBAN AVE. SOUTH TUKWILA, WA Occupancy Classification: Ordinary Group II Number of Sprinklers: 248 K -Factor: 5.6 Orifice Size: 0.5 Design Density: 0.15gpm/ft2 Actual Density: 0.41gpm/ft2 Designed Area of Discharge: 1950.00ft2 (Actual 148.18ft2) gpm Discharge: 60.45 Static Pressure: 153.000 Required Pressure: 84.708 Residual Pressure: 20.000 Supply Flow: 6670.00 m 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 6 Job Number: 2-10-5500 200 180 160 140 120 HYDRAULIC GRAPH Static pressure 153.000 .N - a– ai 100 – co 2 - 0_ – 80 60 310.45 with hose streams 60. 45 @ 84.708 40 — 20 System demand cury 6670.00 @ 20.000 E - 0 tun1 0001400 2100 1111 11111111 111111111 11111/111 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2800 3500 4200 4900 Water flow, gpm Supply at Node 1 Static pressure: 153.000 Residual Pressure: 6670.00 @ 20.000 System Demand: 60.45 @ 84.708 System Demand with hose streams: 310.45 @ 84.708 5600 6300 7000 0 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 7 Job Number: 2-10-5500 Hydraulic Flow Diagram P ° • • L r • . of • - • © 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:36 Page 8 Job Number: 2-10-5500 °‘. © 1997-2001, M.E.P.CAD, Inc. 06/15/01 09:57:37 Page 9 TO'd 11101 1ATRIOT FIRE PROTECTION, INC. fl Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 November 8, 2010 Tukwila Fire Department 444 Andover Park E Tukwila, WA Attention: Lt. Al Metzler Reference: AT&T 12628 Interurban Ave Tukwila, WA TEL: (253) 926.2290 FAX: (253) 922.6150 Lt. Metzler, Patriot Fire Protection, Inc. is requesting a shut down number for the demolition of one existing fire sprinkler located in an RF chamber to be removed by the owner. Demolition will consist of removing the drop and plugging the outlet at the overhead. Please call with any questions. Sincerely, PATRIOT FIRE PRQTECTION, INC. Chris Seaman Project Designer 253.284.3401 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 TO.T%0'd LVSE peE ESE ruKWUA FIRE DEPARTWIL Please caff: 576-440Z and give this Ice f0, /O -S - �I 8 r- and exact address for shin warn or restoration aopreve!, VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 adId 10Ididd EE:b0 OTE1 .-L2-(ION 02/08/2011 18:07 FAX 2537350113 FIRE SYSTEMS 'NEST a 001 Fire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 February 8, 2011 Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA. Attention: Plan Reviewer Fax: (206) 575-4439 Reference: 12628 Interurban Avenue South, Tukwila, WA. Narrative: On February 8, 2011 Precision Builders has hired Fire Systems West to cap off 6 sprinkler heads under duct work then they will remove the duct work. Fire sprinkler drawings to follow for additional work, UKWI A FIRE DEPART riease call: 575-440Z and give this job //-5 C 3LI No. and exact address for shut' • swr ur r e.,#'.;rotion ataoro n L: Accepted By: Shut Down number: Title: Date: Phone: 01/11/2013 11:25 FAX 2537350113 FIRE SYSTEMS WEST Fire Systems West, Inc. L 001/001 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 Automatic Fire Sprinkler System Shutdown Authorization Request January 11, 2013 Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA. Attention: Al Metzler Fax: (206) 575-4439 Reference: Tukwila Commerce Park, bldg C 12628 Interurban Ave Tukwila, WA 98168 Narrative: Pk s give th Firei�i✓� : ti= i' o. and exact address for shut- down hutdown or restoraion pprovaL. Owner has installed two new heater units and existing heads within NFPA required radius will need to be replaced with higher temp heads. Work is to happen late this afternoon into evening. Asst. Service Manager Accepted By: Shut Down number: Title: Date: Phone: T©•d lblol ATRIOT FIRE PROTECTION, INC. Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 926.2290 FAX: (253) 922.6150 November 10, 2010 Tukwila Fire Department 444 Andover Park E Tukwila, WA Attention: Lt. Al Metzler Reference: AT&T 12628 Interurban Ave Tukwila, WA Lt. Metzler, Patriot Fire Protection, Inc. is requesting a shut down number for the demolition of one existing fire sprinkler located in an RF chamber to be removed by the owner. Demolition will consist of removing the drop and plugging the outlet at the overhead. Please call with any questions. Sincerely, PATRIOT FIR PROTECTION, INC. Chris Seaman Project Designer 253.284.3401 tUKW#LA FIRE DEPART DEPARTMall Please call: 575'7, and give this job .7 No. /0 —r ' el and exact address for shut doom or restoration aoornvgil• HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 TE1.Tc 'd Lt'SC• b8. 2Sc. VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 3dId l0Iawd 85:88 ©T0E-68—nON •��'��i� 'I'.��►iii"ro/�i1i"��11'.✓i��.�--=�- �� 111111 111111_0i ME.111 (E C 11 • mriammP11100- -E w IAl -01111111.111.illiIIIIIIII ALL D'OFJ E)1 ‘.�7r�rrr �r=�. rrrrrr� �� +telUt; N _ - 1111111116-:- 111WAMI EMMEN NOM 1o_� 7 1111111111111ML 1 v 11 /� ;. .- ►.i . _ . I SI � __uu. it I_'�n, , .._ . ,11 now • 3,-8" 1. ' ' ' I ._ 1 y Y� 2, 2 I V 1 I ...at 11 �.. 1vi O 11F2 rr e Y 11ft f .1 2 ,t 2 i — I I --.-....,�F I i ' 1 i I ' I (E) i I 11 5.i. r ..,....<7.----1 7 M I (N) I°ILE,PRO" - -�._1 r . i r � _ u- .li J- �� s� 1►" I _ 1- E I __________----4—.--- r-=----�- --------------------------- ----- EFLECTED CEILING PLAN EXISTING SSU NEW 1x0-6 ARM OVER & DROP NEW 48" FLEX DROP WOOD ROOF DECK (N) 1" TEE (N) 1x0-3 NIP EXISTING LINE & SPRIG NEW 'QR' SSP NEW SUSP CEILING GENERAL NOTES I DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND. CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 2" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 22" AND LARGER TO BE SCHEDULE I 0 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE i 4. DUCTILE IRON. 5. PAINTING OF MPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT 15 BY OTHERS. G. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. NOT USED 8. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT 15 SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY • DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 10. NOT USED ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. • 12. DOTTED LINES DENOTE EXISTING PIPE. I3. SYMBOLS/ABREVIATIONS: DENOTES CENTER LINE OF SPRINKLER PIPE AFF. DENOTES CEILING HEIGHT. Xi-X1 AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. o F - FLEXIBLE GROOVED COUPLING. MT - MECHANICAL TEE FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. J-- THREAD END PLUG (AT)- HYDRAULIC REFERENCE NODE. O A• = EXISTING PIPE — NEW PIPE = (E) UPRIGHT HEADS = (N) PENDENT HEADS = (A) ADD NEW UPRIGHT HEADS = EXISTING DRY PENDENT HEADS SITE PLAN 11TS. 41, ,iP' �� � � •, ��Y EJ Without Comments 0 As Noted in Red }( Per The AtOched Letter - These plans have been reviewed by The Tukwila Fire Prevention ,have for conftirnvice with current City standards, Acceptance ce I S subj('ci to •errors and c,iiir:sions which do not t..hu ize violations of adopted • 7‘.7.1 -dards and ordinances. The responsibility for the dE.qivacy of de iqn r.;:sts toi;ally with the designer. �tic�itions, deletion car :cvisions to these drawings after date will void this r. cceptance and will require a esubmittai of revised drawings for subsequent approval. f=inal acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau, Date: " 7 -13 By: SI I TUKWILA FIRE DEPARTMENT Please call 206-575-M07 and give this Fire Permit No. l �-S-oSS and exact address for shut- down hutdown or restoration approval. CONTRACT NAME: Fuse Network SCALE: 1 /8"=1'-O" IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and is loaned upon express conditions that the same be returned to Cascade Alarm upon request; all information herein contained shall . be treoted as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY—FRB 1/2" SSP 155 CHROME SEMI RECESSED CH 48 SYSTEM TYPE WET ® _❑ 0 ❑ Cascade Alarm 12628-40 Interurban Ave. S Tukwila. WA. CONTRACT MTH: DRAWN BY: REID DESCRIPTION: REFLECTED CEILING PLAN CHECKED BY: NO. @U DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN ELTA TOTAL THIS SHEET 48 0 0 0 APPROVALS OUT OUT OUT OUT IN IN IN IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 SYSTEM DESIGN DATA DATE: 2/28/13 HAZARD n ACCIFIV`ATIAN• SYS1EM AREA: HYDRAULIC DENSITY: nFsirm flATA• GPM/SQ. FT. : SO. FT./HD. AREA OF APPLICATION: HOSE SQ.AlAI 1 nWANCFs CPM TOTAL SYSTEM RFdIIRFMAFNTS: GPM. AT: PSI. AT : CITY WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. DRAWING NO. FP 1 RESIDUAL PRESSURE : PSI. WITH . GPM FLOWING TAAKT EN AT BY DATE PAID FEB 27 2013 RE 0 { ,V'tp.. r t Cornrrolts /\ Iy ; Letter These plans have been I-. ,.f �weu b" .i he Tukwila Fire Prevention Bur - &u 'ri1lclr C,e ,r,1th current City ,r I, ;nd u;hizsions which ions of adopted +nldards anci Cir } i n F:`7:t i ;ibiIiLy for the ;Cequucy of dra.,Nings after Os date void vA..:..3 . Jl.s «{ :r , 9 ,•o: require a ,sesu JiTrli:'ta of r /t` :•'C, ".' i! vii"il, {C .:`i .l� t.7lJ :f 11 approval. 7 snai acceptance is strop a I:o 'nelu 'est and inspection by The Tukwila Fire Prevention Bureau. Otite: a- I 13 ILA FIRE DEPARTMENT Tali 206-575-4407 and Ns Fire Permit exact adder for shut- down or .-"..Irm _. -moi aPP'rovai. DNEWSS;ll'...,.;:: A►NI) FLEX DE OPS EXISTING iVAREHOUSIE NO CHANGE 1 -SAMMY SCREW SIDEWINDER WOOD ADJUSTABLE RING HANGER HANGER DETAIL #1 NEW 1xCOJ ARM OVER NEW 48" FLEX DROP WOOD ROOF DECK EXISTING SSU (N) 1" TEE (N) 1x0-3 NIP EXISTING LINE & SPRIG NEW 'QR' SSP NEW SUSP CEILING TYPICAL DROP •(=P - SCOPE OF WORK: 1. ADD NEW SPRINKLERS FOR NEW CEILING & WALL LOCATIONS. 2. WET SYSTEMS IS DESIGNED PER NFPA #13 ORDINARY HAZARD. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 & CITY OF TUKWILA. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. FITTER NOTES: 1. HANGERS: *ALL NEW PIPE HANGERS TO BE SAMMY WOOD SCREWS. 2. ALL E Q BRACING IS EXISTING. 3. MAXIMUM HEAD SPACING TO MATCH EXISTING 130 SQ. FT. 4. ALL THREADED PIPING TO BE EDDY THREAD JOINED W/ THREADED FITTINGS. 5. ALL NEW SPRINKLER DROPS INTO ACOUSTICAL TILE CEILINGS TO BE INSTALLED WITH 40" SPRINK FLEX NON BRAIDED DROPS. SPRINKLER HEADS: Q = NEW & EXISTING 1/2" SSU, 155° = NEW 1/2" RECESSED PENDENT, 155° -.Td"=r1=Itoas.all KE Y PLAN SCALE: N.T.S. VICINITY MAP SCALE: N.T.S. REVISIONS HANGERS HYDRAULIC DESIGN INFORMATION DATE DESCRIPTION BY A BEAM CLAMP WI RETAINING STRAP SIDE BEAM BRACKET c D EYE SOCKET NUT & PLATE WASHER AREA NUMBER CODE HAZARD SYSTEM TYPE E F KWIK-BOLT HDI -P REMOTE AREA SQ. FT. DENSITY OPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER 0 SAMMY SIDEWINDER H SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: J COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK M SHORT STRAP AREA NUMBER CODE HAZARD SYSTEM TYPE N WALL BRACKET TRAPEZE 0 REMOTE SQEAFT. DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: AB AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO —OFF- BREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC XX PSI SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL XX PSI GPM FLOWING XXXX GPM 0 0 RELIABLE RELIABLE G R2115 PENDENT G UPRIGHT CHROME BRASS K=5.6! K=5.6 1/211 y211 yz" 155° %Z ' 155° CHROME NA 14 3 DATE & TIME XX/XX/)000( PER: LOCATION: ARCHER; CONSTRUCTION, INC Gentzen/Mastercraft 12628 Interurban Ave. S. Suite 120 Tukwila. WA. FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S13-134 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL SPRINKLERS THIS SHEET 17 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: Boyce 12628 INTERURBAN AVE S #120 13-F-305 DESIGNER: MIKE SCALE: 1/8"=1'-0" DATE: 12 13-13 REVISED / / PLOTTED / / FP I EX. BATTERY BACKUP EXTERIOR LIGHT AT DOOR 8' DEEP PRIMARY DAYLIGHT ZONE EX. SUSPENDED ACOUSTICAL CEILING, 2X4 TILES, R-38 INSULATION ON TOP WITH IC FIXTURES EX. 8' DEEP WITH SECOND LOOK RATED FLUORESCENT PRIMARY DAYLIGHT ZONE EX. BATTERY BACKUP EXTERIOR LIGHT AT DOOR EX EXHAUST FAN DIRECTED TO OUTSIDE EX TWO BULB WALL MTD FIXTURE (920W) EX. GYP BD CEILING 2" - -e 41x 1 �` OUT—TEE 11-10 (A) 2" — EX, 2 TUBE X 4' SHOP LIGHTS MOUNTED AT PLUS 8' AFF WALL TO ROOF I STRUCTURE (TYPE 41) '41- In EXPOSED ROOF STRUCTURE WITH EX. R-38 INSULATION WITHIN WOOCJ ROOF STRUCTURE WITH FS 25 FACING EX. T-8 FLUORESCENT HIGH EFFICIENCY LIGHTS TO MAX ENERGY CODE AT .5 W PER SF ( 1,312 WATTS) I RiSER ROOM FIRE PROTECTION IMPROVEMENT PLAN 1/8" 1'-a' 3/8" x 2 1/2" LAG SCREW 0 TOLCO #58 SIDE BM. BRKT. ALL THREAD ROD TYP. HANGER RING HANGER TENANT AREA 0 SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS -'1 wed DROP CEILING 11LE 'Mar _ ;ir P 2 NIPPLE IPT? 3 ISOLATION RING 4 CO LIN / VELD RT1rNG 5 6 STAINLESS STEEL F1.ESOBLE BRAIDED HOSE t.ICTAULIC AH -2) (LENGTHS AVELAaE 31; 38' 48; 60 , & 721 COLLAR / WELD FITTING 7 NUT 8 REDUCNG OURET (AVAILABLE 1/2' OR 3/4' FMK) a CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24 AND 48' LENGTHS) 11 EM 8RA T ASSEMBLY 12 SHEET iETAL SCREW 13 UNE RPING CDUNG COVER PLATE SPRINKLER HEAD VICTAUUC MODEL V27 OR V34 BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES C US LISTED 225' O fl Without Comment. As Noted in Red Per The Attached Letter These plans have been reviewed by The Tt.. wila Fire prevention Bureau for conformance vvrch current City : andards. Acceptance is subject to errors and ,n1IssIons which do not authorize violations of adopted :ndards and ordinances. The responsibility For the ; iequacy of design rests totally with the designer. ,.dditions, deletion: u. revisions visions to these drawings after r:hls date will vold this acceptance and wIll require a rresubmlttai of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: � ' i- l 6) Bv: 5II w.LkE• uLrs ; i' Ei`i 1 Pieazy.3 call 2C5-575-4407 and gale th Fir : Permit No. IGl-S-o')G and exa +. LId reSS for shut- down or restoration approval. c 25' 50' 50' 50' 50' 25' 25' ADJACENT TENANT NO WORK 0 0 0 0 0 9, N 0 ADJACENT TENANT NO WORK OFFICE 12'X10' 1 CUBE 1 8'X8' CONFERENCE 12'(15 12'X10' CUBE 8'X8' ADJACENT TENANT NO WORK JORR ADA RECEPTION AREA OF WORK PRIMARY WAREHOUSE CUBE 8'X8' EX. FULL HEIGHT DEMISING WALL ADJACENT TENANT NO WORK WAREHOUSE UNIT 101 TOTAL SF 8,108 SF W/ LOAD OFFICE SF 5,069 SF AREA OF TENANT UNIT 103 TOTAL SF 6,848 SF W/ LOAD OFFICE SF 1,158 SF BUILDING PLAN UNIT 105 TOTAL SF 5,669 SF W/ LOAD OFFICE SF 1,246 SF SCOPE OF WORK: MODIFY THE EXISTING FIRE SPRINKLER SYSTEM TO PROVIDE PROPER PROTECTION OF THE TENANT IMPROVEMENT SPACE. SYSTEM DESIGN PER NFPA-13, ORDINARY HAZARD OCCUPANCY. GENERAL NOTES: 1) ALL NEW PIPING SHALL BE SCH 40, BLACK, SIZED TO MATCH THE EXISTING. 2) ALL NEW PIPE SUPPORT SHALL BE PER DETAIL AND SPACED PER NFPA-13. 3) ALL NEW SPRINKLERS SHALL BE SUPPLIED BY FLEXIBLE HOSE FITTINGS. PAID FEB 20 2019 ruAARE N s E ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP AFF - CENTERLINE ABOVE FINISH FLOOR BFC - CENTERLINE BELOW FINISH CEILING BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC - CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ - CENTERLINE BELOW BOTTOM OF JOIST BOP - CENTERLINE BELOW BOTTOM OF PURLIN BTJ - CENTERLINE BELOW TOP OF JOIST COJ-CUT ON JOB GOE - GROOVE ONE END TOE - THREAD ONE END GG - GROOVE x GROOVE T -G - THREAD x GROOVE T -T - THREAD x THREAD N.LC. - NOT IN CONTRACT POC - POINT OF CONNECTION G.O.L. - GROOVE -O -LET (GROOVED WELDED OUTLET) P.O.L.. PIPE -O -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION VIKING M SSP VK302 155° 1/2" 5.6 WHT. REC. WHT. 6 RESIDUAL: A FLOWING: A DATE: LOCATION: A A PROVIDED BY: A FIRE PUMP INFORMATION A PUMP TYPE: TOTAL SPRINKLER THIS SHEET: RATED PRESSURE: TOTAL SPRINKLERS THIS PROJECT: 6 RATED GPM: ms.1.10101crooWASH NGTON S1101 MI III ill 1[111_U mmw®®oY CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Dwight Bidder 2038-0991-C Level 3 Viking Automatic Sprinkler Company VIKINAS373NT APPROVING , 12628 INTERURBAN AVE S #100 City of 19-S-039 PORTLAND MEDFORD SEATTLE (KIN& RREPROlECTION VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO PROJECT: Cc 15!3-0- Sears Home Pro 12640 Interurban Ave. S. Bldg. C Tukwila, Wa. 98168 Fire Protection Improvement THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: 2/19/19 DRAWN BY: GC SHEET NUMBER SCALE: Noted PROJECT NUMBER: WST-9255 FP -1 f 1 .50-0" r50'-0" 50-0" 50-0" PREACTION SYSTEM THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER A DENSITY OF 15 GPM /SOFT OVER 1950 SOFT TOLCO FIG 980 SWIVEL SWAY BRACE FITTING TOLCO FIG 980 SWIVEL SWAY BRACE FITTING BRACE PIPE .. BRACE PIPE TOLCO FIG 1000 .FAST CLAMP" TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE i I? y�rai.-..�"iw�c ��u�L��s�aatii�.. b mI TOLCO FIG 98:: SWIVEL SWAY BRACE FITTING TOLCO 98' \` 1 I SV.'1 `L SWAB' BRAC FITTNNG TOLCO FIG. 1000 "FAST CLAMP" TOLCO FIG 907 4 -WAY SWAY BRACE SWAY BRACE NOTES: ATTACHMENT TO STEEL EEAM 1)ATTACHMENT TO WOOD TRUSS TO BE 1/2"4" THROUGH BOLT WITH NUT & WASHER. 2)BRACE ANGLE TO BE 80°-90° MEASURED FROM VERTICAL 3) PIPE BRACE TO BE t'• SOH 40 MIME; 41•1! •••••M •••••• �M ONO Iii ! ! ! ! e ! �s S� �� .� MAY. 4 -WAY EARTHQUAKE BRACE 12-10 - 12-10" i b 1 10.-1 3'-9` DRY SYSTEM THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER A DENSFTY OF 15 GPM /SOFT OVER 1950 SOFT 7-5i4' 3 6. 1'1' 1'10' iiikELEVATI VARIES 10,0" ^ 10'-6" b INSPECTORS TEST 2'x4"WOOD JOIST 2%12" WD3D JOIST o'.4`x3J'GLBEAM it'-�" 11'--0- 10-0" — i $-9", FULL HEIGHT WALL 114 *'© SYSTEM CAPACITY DRY SYTEM = 32 GALLONS PREACTION SYSTEM FIRE SPRINKLER PIPING PLAN 2"x14" WOOD JOIST DRY PENDENT CUT TO SUIT BRANCH UNE 1 1/4 C.I. ELBOW 1 1/4 BALL VALVE WITH INSPECTOR'S TEST SIGN 11{445°GALV. ELBOW SIDEWINDER/HANGER MATE FIG. SWG/ZE845 SMOOTH BORE',CORROSION RESISTANT OUTLET, GIVING FLOW EQUIV. TO ONE SPRINKLER PENDENT HEAD TYP DROP ON DRY SYSTEM TYP DROP ON PREACTION SYSTEM INSPECTORS TEST DETAIL HANGER RING, GRINNELL FIG. 69 (4" AND SMALLER PIPE) HANGERJW SIDEWINDER.(WOOD) CEILING FLANGE (WOOD) = 290 GALLONS LEGEND 06- NRS GATE VALVE 0 VA LPOST INDICATOR VALVE © S'ALARM VALVE © 3' BJTTERFLY VALVE Y 'tNTERN?4.. TAMPER, GRINNELL FIG 770D FP 0 3' DRY Pi PE VALVE, \A PI NG MODEL E O 3'Yii4NGTOLALPAC DOUB_EINTERLOCSIED PREACTION SYSTEM, OPT ION ©AJR COMPRESSOR, GAST MODEL It6LCF-11T4ME16X ® MATER MOTOR GONG . 1 ©1.40 FRESSURE SNITCH, POTTER PS40-2A 0 FLOWALARM PRESSURE SWTCH, POTTER SP10-2A -O 1!2' PLUGGED OUTLET FOR ACCELERATOR OF NEEDED) 101 ; .5Jfs RISER DETAIUCROSS SECTION 35•=1-0' • 4 1(f \ . Dan Radinff 95.a1-1261 *1 faille I 1 CONTRACT NAME: AT&T/ALS .12628 -INTERURBAN AVE. SCOL W11,.-, TUKWA -'.SPRINKLER LEGEND SPRINKLER HEADS ORIFICE SIZE THREAD SIZE FINISH DESCRIPTION Rt VIKING DISTRIBUTION DEB .BRACKET ER f ARCHIT. OWNER /ARCHITECT GENERAL NOTES 1. ALL MATERAL AND EQUIPMENT TO BE NEWAND UNDERWRITERS APPROVED.:. 2.PtF1NGDIM ENSIONSARE CENTER TOCENTER E*CEPT aSER& ' DIMENSIONS SHcW N THUSLY (1-6) WHICH ARE END TO BID 3.FARTHOLIAKE BRAONG SHALT. $E PROVIDED IN ACCORDANCE VNTl-1 NFPA PAM PI -LET N0,13. 4. ?IPE HANGERS AND METHOD OF HANGING TOBE IN ACCORDANCEWTH -NFPA PAM P/ -LET NO; 13: 5_PIP1NGSHALL BE IN ACCORDANCE WITH NFPA PAMPHLET -NO 13 - 6.JOINING OF PIPE AND FITTINGS, THREADED AND: Vt+ELDED SHALL SE IN ACCORDANCE WITH NEPA PAMPHLET Na 13. 7: OkANERTO PROW E ADEQJATEHEAT To PREVENT VATER N3 iri s -FROM FREEZING TN AREAS PROTEC1t-1BY WET PIPE SERIWLER • 1 SYSTELt . 8. STRUCTURAL. AEEOUACY OF THE 'BOLDING TO SUPPORT THE SPRiNIL ER PIPING IST HE RESPONSIBILITY OF THE OUNERIORHIS3TRUCURAL DESIGN CRITERIA AND NOTES 1. THE DESIGN CRITERIA_ FOR THE =PREACTI OI SYSTEM TO BE BASED ON ORDINARY HAZARD GROUP 1 AND IS HYDRAULICALLY -CALCULATED FOR ADENSITY OF .15 OVER THE MOST DEMANDING 1950 SQ. FT: THE MAXIMUM HEAD `. SPACING IS 430 SQ. FT -=THE DESIGN CRITERIA FOR THE DRY. SYSTEM. TO BE BASED ON .' ORDINARY HAZARD GROUP 1 AND IS HYDRAULICALLY CALCULATED FOR A DENSITY OF .15 OVER THE MOST DEMANDING 1950 SQ FT. THE MAXIMUM HEAD SPACING IS 130 SQ. FT. 2 ALL MAIN AND BRANCHUNE POPPING 1S TO BE GALVANIZED SCHD. 40 WI BLACK CAST IRON SCREWED FITTINGS. 11NO) 3: SUPPLY PIPING IN RISER ROOM TO BESCHD40 JOINEDW/GROOVED COUPLINGS AND FITTINGS. 4. ALL HANGERS TO BE TYPE JW W/3/9" RODAND RING (UNO). 5. -ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WW AND F FOR FLEXIBLE DRY_T.Y k BOTTOM OF WOOD DECK • 1• l CEILING FLANGE GRINNELL FIG. 128R W/ ' (2) 5/16" x 1-1/2" LAG SCREWS 1111! _ . 3/8" ALL THREAD ROD /�...,• HANGER R ING, , , .• GRINNELL FIG. 6�9 .7..f (2" AND SMALLER HANGER • I; ir PIPE) G . CEILING FLANGE (WOOD) = 290 GALLONS LEGEND 06- NRS GATE VALVE 0 VA LPOST INDICATOR VALVE © S'ALARM VALVE © 3' BJTTERFLY VALVE Y 'tNTERN?4.. TAMPER, GRINNELL FIG 770D FP 0 3' DRY Pi PE VALVE, \A PI NG MODEL E O 3'Yii4NGTOLALPAC DOUB_EINTERLOCSIED PREACTION SYSTEM, OPT ION ©AJR COMPRESSOR, GAST MODEL It6LCF-11T4ME16X ® MATER MOTOR GONG . 1 ©1.40 FRESSURE SNITCH, POTTER PS40-2A 0 FLOWALARM PRESSURE SWTCH, POTTER SP10-2A -O 1!2' PLUGGED OUTLET FOR ACCELERATOR OF NEEDED) 101 ; .5Jfs RISER DETAIUCROSS SECTION 35•=1-0' • 4 1(f \ . Dan Radinff 95.a1-1261 *1 faille I 1 CONTRACT NAME: AT&T/ALS .12628 -INTERURBAN AVE. SCOL W11,.-, TUKWA -'.SPRINKLER LEGEND SPRINKLER HEADS ORIFICE SIZE THREAD SIZE FINISH DESCRIPTION Rt VIKING DISTRIBUTION DEB .BRACKET ER f ARCHIT. OWNER /ARCHITECT GENERAL NOTES 1. ALL MATERAL AND EQUIPMENT TO BE NEWAND UNDERWRITERS APPROVED.:. 2.PtF1NGDIM ENSIONSARE CENTER TOCENTER E*CEPT aSER& ' DIMENSIONS SHcW N THUSLY (1-6) WHICH ARE END TO BID 3.FARTHOLIAKE BRAONG SHALT. $E PROVIDED IN ACCORDANCE VNTl-1 NFPA PAM PI -LET N0,13. 4. ?IPE HANGERS AND METHOD OF HANGING TOBE IN ACCORDANCEWTH -NFPA PAM P/ -LET NO; 13: 5_PIP1NGSHALL BE IN ACCORDANCE WITH NFPA PAMPHLET -NO 13 - 6.JOINING OF PIPE AND FITTINGS, THREADED AND: Vt+ELDED SHALL SE IN ACCORDANCE WITH NEPA PAMPHLET Na 13. 7: OkANERTO PROW E ADEQJATEHEAT To PREVENT VATER N3 iri s -FROM FREEZING TN AREAS PROTEC1t-1BY WET PIPE SERIWLER • 1 SYSTELt . 8. STRUCTURAL. AEEOUACY OF THE 'BOLDING TO SUPPORT THE SPRiNIL ER PIPING IST HE RESPONSIBILITY OF THE OUNERIORHIS3TRUCURAL DESIGN CRITERIA AND NOTES 1. THE DESIGN CRITERIA_ FOR THE =PREACTI OI SYSTEM TO BE BASED ON ORDINARY HAZARD GROUP 1 AND IS HYDRAULICALLY -CALCULATED FOR ADENSITY OF .15 OVER THE MOST DEMANDING 1950 SQ. FT: THE MAXIMUM HEAD `. SPACING IS 430 SQ. FT -=THE DESIGN CRITERIA FOR THE DRY. SYSTEM. TO BE BASED ON .' ORDINARY HAZARD GROUP 1 AND IS HYDRAULICALLY CALCULATED FOR A DENSITY OF .15 OVER THE MOST DEMANDING 1950 SQ FT. THE MAXIMUM HEAD SPACING IS 130 SQ. FT. 2 ALL MAIN AND BRANCHUNE POPPING 1S TO BE GALVANIZED SCHD. 40 WI BLACK CAST IRON SCREWED FITTINGS. 11NO) 3: SUPPLY PIPING IN RISER ROOM TO BESCHD40 JOINEDW/GROOVED COUPLINGS AND FITTINGS. 4. ALL HANGERS TO BE TYPE JW W/3/9" RODAND RING (UNO). 5. -ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WW AND F FOR FLEXIBLE DRY_T.Y k FIRE ALARM SYMB•L LEGEN FACP FAAP MIM /01 Q SILENT KNIGHT 5808 FIRE ARABIN CONTROL PA\EL SILENT KNIGHT 5860 REVOTE A\\U\CIATOR PANEL SILENT KNIGHT 505APS ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD500 ADDRESSABLE PULL STATION SILE\T KNIGHT ADDRESSABLE IVINITURE INPUT MODULE SYSTEM SENSOR P2R HORN/STROBE SYSTEM SENSOR P2R HORN/STROBE SYSTEM SENSOR M24-10 BELL SPRINKLER FLOW SWITCH TAMPER SWITCH ❑ 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 5tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted andards and ordinances. The responsibility for the r. dequacy of design rests totally with the designer. :additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3-A 9 - / l By: sll Nance 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, IUKWILA FIRE DEI-Arvitvinm Please call: 575-4407 and give this job No. 1 -0( and exact address for shut, town or rest ration apprntral. ;e1(1541(1, -''O -C(.ct CtilretAiON, o r JB�►Cvl4� 4.fC033 ~ j "544ll t r'Coker hcohdl2 614►.,9 oti d ;w l i.4 Llvw;4. hvey,kcr. - T aaa- q l w G1,1 oto -4.1 i h Arc ( k dtrA. KFC /c >i. remises: TUKWILA COMMERCE PARK 12628 INTERURBAN AVE S TUKWILA, WA 98168 Prepared By: MARK MCILWAIN WASHING NN ALARM INC. 1253 S JACKSON ST. SEAT3LE, WA 9 144 206-328-32 Circuit Class B @ 16 AWG Fid (DC) 24 -volt Supply (1.5 amp circuit) Starting Voltage = 20..4 Notes: NAC 1: 1 N PART OF BUILDING [Strobe SR 11H Stra (2 Wire) P2R 1l Strobe SR 1t Fin {St a (2 tire) P2R TUKWILA COMMERCE PARK 12628 INTERURBAN AVE S. TULWRA, WA 98168 Prepared By: MARK MCILWAIN ' ASHINGTON ALARM INC. 1253 S. JACKSON ST SEATTi 1E, WA 98144 206-328-32 Circuit: Class B @ 16 AWG Fil - (DC) 24 -volt Supply (1.5 amp circuit) Starting Voltage = 211.4 Notes: NAC 4t2 NORTHERN PART OF BUIW IG Type and Mo Wall Strobe SR Wall Horn/Strobe (2 Wire) P2R Wall Strobe SR Candela I Current 110 10.202 1110 0.212 21 Total 12 114 21. 110 0.202 Wall Hann/Strube (2. Wire) P2R 110 0.212 Walt Strube SR Walt H S (2 if"re) P2R 110 0.202 110 0.212 Total current/arnps 1.242 50 70 64 67 2 71. 141 20.30 20.09 205 19.85 19.69 274 19.58 vdc toss G.82 16 18 20.23 20.14 19.90 19.53 19.93 19.61 19.14 19.02 19.28 ' 18.61. 18.20 19.10 19.10 1.30 18.33 17.11 18.32 2.03 17.10 FIRE ALARM RISER DIAGRAM Alarm panel is addressable and all devices are on an SLC loop. Each devices functions as it's own End of Line resistor. To dedicated 120VAC Power Outlet FACP MIM V V V rnS2 rTh Ground per NEC standards .7OL4 To Telco A B C D E F G DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) Tukwila Commerce Park CONTROL PANEL AND MODULES 0 0 Silent Knight Fire Alarm Panel 5808 1 ; 0.17 0.17 0.325 0.325 Silent Knight Annunciator 5860 1 0.02 0.02 0.025 0.025 0 0 Battery 12 VOLTS NP7-12 2 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES . Smoke Detector SK -505 1 0.00055 0.00055 0.00055 0.00055 Manual Pull Stations SK -500 6 0.00055 0.0033 0.00055 0.0033 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Bell 1 0.031 0.031 Strobe 6 0.202 1.212 Horn/Strobe Combination 6 0.212 1.272 Exterior Strobe 1 0.228 0.228 0 0 0 0 Sum Column For Standby Load (Amps) - 0.194 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 4.652 (G) Sum Column For Alarm Load (Amps) 3.097 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.257 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE - HOURS PROVIDED 4.652 0.2570386 4.909 1.3 6.382 14AH SCOPE OF WO/C THIS PEWIT: 1) Upgrade existing fire alarm control panel to an addressable panel. 2) Add accressable input modules to existinc water flow switch and tamper switches 3) Add addressable smoke above FACP. Add six addressable pull stations. 4) Re -wire and install 6 horn/strobes and 7 strobes, and 1 exterior bell. Alarm, supervisory and trouple signals will be transmitted by point in contact id format to Washington Alarms Central Station. J 12628 INTERURBAN AVE S 11-F-064 PAID MAR 22 2011 TUKWILA FIRE _.#V7&751/705, WASH INGTONALARM MI cin co or) WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job# 7916 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 03/03/2011 PERMIT SET FIRE ALARM FA -1 135CD EM 110CD iii 110CD 110CD Ware 0 Ell 12.3 Ell FACP TS • TS Existing Electrical 110CD I house 110CD 110CD 110CD 110CD Warehouse 1 110CD 110CD NAC =I 110CD FS I %%5 SCALE:" 1' WASHINGTONALARM 1,== WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job# 7916 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 03/03/2011 PERMIT SET `o / FIRE ALARM FA -2 AREA OF WORK J INTERCEPT EXISTING CIRCUIT Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 REMOVE DESIGNER OF RECORD INTERCEPT EXISTING CIRCUIT Kristopher Conner NICET IV 69311 BUILDING PLAN SCALE: 1 / 16" FIRE ALARM PLAN Equipment Legend Symbol Quantity Part Number Description Back Box 1 FP97$24 5 82.oKt.._ Fire Alarm Control Panel Included - [pi I 1 SD505PS Manual Pull Station 4" Square E 1 P2R Existing Wall Mount Horn Strobe 4" Square 5 SR New Wall Mount Strobe 4" Square `l' E 2 SR Existing Wall Mount Strobe 4" Square ►Y�� g1 PC2R Ceiling Mount Horn Strobe 4" Square "E" DENOTES EXISTING DEVICE. 1) ALL WORK TO CONFORM TO NFPA 72 AND NEC STANDARDS Kristopher Conner 12/2312013 2) WALL MOUNT HORN STROBES AND STROBES TO BE MOUNTED 80"-96" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER. WIRE LEGEND A- 18 GAUGE 2 CONDUCTOR 'FPLP' B- .14 GAUGE 2 CONDUCTOR 'FPLP' C- 18 GAUGE 4 CONDUCTOR 'FPLP' D- 14 GAUGE 4 CONDUCTOR 'FPLP' 3) PULL STATIONS TO BE MOUNTED: A) 48" - 53" AFF B) WITHIN 5' OF THE DOOR. EXISTING CIRCUIT - FRONT OF BUILDING EW DEVICES 4) FIRE ALARM CONTROL PANEL TO BE ON DEDICATED CIRCUIT 5) WIRING METHOD TO BE OPEN CABLE UNLESS BELOW 7' AND EXPOSED, THEN IT WILL BE CONTAINED WITHIN CONDUIT. 5495 Pwr Module 5495 Circuit 1 5495 Circuit 2 5495 Circuit 3 5495 Circuit 4 *14 Solid *12 Solid *12 Solid 0 N 17-k C6 co W (X) NE - LL(,) < 111 Q Obi Z < Ct H � J CO Q ZF=.1. N 5495 Aux Power Out 6) SMOKE DETECTORS TO BE INSTALLED: A) MORE THAN 36" FROM ANY HVAC DIFFUSER B) NOT IN CLOSE PROXIMITY TO FLUORESCENT LIGHTING C) AT LEAST 6" DOWN FROM PEAK IN SLOPED CEILING 7) ALL JUNCTION BOXES, MUD RINGS AND BOX COVERS TO BE PAINTED RED (INSIDE AND OUT). EXISTING CIRCUIT - FRONT OF BUILDING XISTING CIRCUIT - BACK OF BUILDING Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. ukwILA FIRE DEPARTMENT Atease call 206-575-4407 and Ore this Fire Permit No. /3.-F-308 exact address for shin'- n or restoration approval. 8) EXTERIOR HORN STROBES TO BE MOUNTED IN THE TOP 2/3 OF THE BUILDING STRUCTURE FACING THE ANTICIPATED FIRE DEPARTMENT ACCESS ROAD. CI Per The DATES SUBMITTAL: These plans have been re\12 by ;The Tukwila Fire Prevention Bureau cc or v,'M current City standards. Acceptance ' , rors a nd omissions which do , t : ,r;;_t a cs of adopted standards and orc?i: ;; c Tt e . esr;ons`niiity for the adequacy of design recta Lori,i' tr; e designer. Additions, deletions or •avisions to mese drawings after • this date will void this ccep ar ce andr'i`g .require a ttsubmittal of revised drawings for subsequent approval. I Final acceptance is subject to field test and inspection b;• The Tukwila Fire Prevention Bureau. :1�-3 i By. s] REVISION: SHEET TITLE FIRE ALARM PLAN LEGENDS �•'J SCALE: NTS NOTES SCALE: NTS 06 BATTERY CALCULATIONFi SCALE: NTS 12628 INTERURBAN AVE S #120 13-F-308 SHEET NUMBER FA -1 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.: 000480-0003 Site Address: 12628 Interurban Ave S Suite Number: 120 Floor: 1st Tenant Name: Mast ercraf t New Tenant? Ef - Yes ❑ - No Property Owner's Name: Gateway Olympia Inc . Mailing Address: PO Box 4900 #207 Scottsdale AZ 85261 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kristopher Conner Company Name: Froula Alarm Systems, Inc. Day Telephone: 206-575-1962 Mailing Address: 861 Industry Drive Tukwila WA 98188 E-mail Address: kris@froulasolutions . cora City State Zip Fax Number: 206-575-8168 Total number of new/relocated devices or sprinkler heads: 5 Valuation of Project (contractor's bid price): $ 1,500 Scope of Work (please provide detailed information): Install new notification appliances on existing fire alarm system. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW E' 2 j UTHORIZED AGENT: Signature: Print Name: Kristopher Conner Date: 12-23-2013 Day Telephone: 206-575-1962 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Gentzen/Mastercraft 12628 Interurban Ave S Suite 120 Permit No.: 13-S-305 Date: December 18, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. G:\JOB-FILES\CURRENT\0120-ATT-ALS\FP-DRAWING\0120-FP-1.dwg, 06/18/01 09:10:10 AM ELECTRICAL SYSTEM NOTES 1. 2. 2. 3. 4. 5. 6. 7. 8. 9. 10. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE. ALL WIRING FOR THE CHEETAH SUPPRESSION SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2" ELECTRICAL METALLIC TUBING (EMT) OR CONDUIT. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. (NFPA 2001 ) AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. PAINT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. IDENTIFY EACH COVER WITH POWER LIMITED FIRE ALARM CKT. MAINTAIN 1" SEPARATION BETWEEN ALL POWER LIMITED AND NON POWER LIMITED CIRCUITS. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72 , AS WELL AS ALL APPLICABLE LOCAL CODES. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS /SAMPLING POINTS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. WHEN 17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL CHEETAH SYSTEM WILL MONITOR AUTOMATIC FIRE SPRINKLER (TOTAL PAK) CONTROL PANEL FOR TROUBLE, ALARM, & WATER FLOW. EXCLUSIONS: **WORK LISTED BELOW SHALL BE PROVIDED BY OTHERS OR UNDER OTHER SECTIONS OF THE PROJECT.** 1. 120 VAC POWER SUPPLY TO THE CHEETAH CONTROL PANEL AND VESDA POWER SUPPLIES. 2. TELEPHONE LINES FOR REMOTE MONITORING ( THROUGH TOTAL PAK). 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. 4. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR LISTED CENTRAL ALARM STATION. DRAWING INDEX FP- 1 - COVER SHEET AND NOTES FP- 2 - CHEETAH ADDERESS TABLE & BATTERY CALCULATIONS FP- 3 - VESDA DETECTION FLOOR PLAN FP- 4 - FIRE ALARM SYSTEM FLOOR PLAN FP- 5 - DETAIL SHEET FP- 6 - MULTI AND SINGLE LINE DIAGRAMS ROJECT DATA : APPLICABLE CODES : NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM FIRE CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION SCOPE OF WORK : TO FURNISH AND INSTALL DETECTION FOR PREATION SYSTEM iICHEETAH CONTROL PANEL SINGLE HAZARD PANEL 023 CCiM GENERAL NOTES: 1. THE CHEETAH CONTROL PANEL SHALL HAVE BATTERY BACK-UP TO PROVIDE 24 HOURS OF STANDBY OPERATION WITH 5 MINUTES OF ALARM UNLESS NOTED OTHERWISE ON THE DRAWINGS AND THE BATTERY CALCULATIONS. 2. INTERLOCK WIRING AND CONDUIT TO SHUTDOWN THE HVAC SYSTEM AND/OR DAMPERS (IF REQUIRED) WILL BE WIRED BY OTHERS. SUPPRESSION SYSTEMS INC. WILL PROVIDE RELAY CONTACTS. 3. INTERLOCK WIRING AND CONDUIT TO CONNECT TO THE REMOTE FIRE ALARM SYSTEM (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. SUPPRESSION SYSTEMS INC. WILL PROVIDE RELAY CONTACTS LOCATED IN THE CONTROL PANEL 4. INTERLOCK WIRING AND CONDUIT TO SHUTDOWN EQUIPMENT (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. 6. THE 120VAC CIRCUIT FOR THE CHEETAH CONTROL PANEL SHALL BE A DEDICATED CIRCUIT TO COMPLY WITH NFPA 72 SECTION 1-5.2.4 CURRENT ADDITION. 7. ALL TERMINATION'S IN THE CONTROL PANEL SHALL BE PERFORMED BY SUPPRESSION SYSTEMS INC. VESDA PIPING SYSTEM NATES 1. ALL PIPING TO BE 3/4" PLENUM RATED CPVC. 2. ALL VERTICAL PIPING GOING INTO VESDA UNITS WILL BE FIELD VERIFIED FOR LENGTH 3. C.T.S. DESIGNATES FIELD CUT TO SUIT 4. VESDA UNITS TO BE MOUNTED 60" TO CENTER FROM FINISHED FLOOR 5. PIPING TO BE MOUNTED TO THE BOTTOM OF PURLINS . PIPE NETWORK SHALL BE SUPPORTED EVERY 5'-0". 6. DE -BURR EACH SAMPLING HOLE AND ENSURE THAT EACH SECTION OF PIE IS FREE OF OBSTRUCTION. 7. MOUNT AND SECURE PIPE IN ACCORDANCE WITH THE GUIDELINES IN VESDA INSTALLATION MANUAL 8. SAMPLING PORTS SHALL BE LOCATED NO CLOSER THAN 3'-0" TO SUPPLY REGISTERS. 9. PIPING SYSTEM INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH GUIDELINES IN VESDA INSTALLATION MANUAL. SUPPRESSION SYSTEM INC. STANDARD SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS UST SHEET FP -1 )( If non standard sysmbol is used it will be call r SOLENOID RELEASING MODULE <re XXX° HEAT DETECTOR + 360° FM -200 DISCHARGE NOZZLE PRE -ACTION FLOW SWITCH AGENT RELEASE MODULE • DUCT DETECTOR 0 JUNCTION BOX Q PRE -ACTION LOW AIR SWITCH ® DUAL RELAY MODULE ILID ELECTRIC ALARM BELL Q FM -200 MAINTINANCE BYPASS SWITCH END OF LINE RESISTOR SUPERVISED OUTPUT MODULE n WEATHER-PROOF STROBE CI FIRE ALARM PULL STATION VESDA SAMPLING PORT EXTENDER PANEL HIGH LEVEL INTERFACE CHEETAH POWER SUPPLY l® 411116 Ed. BATTERY CABINET VESDA LASER PLUS PANEL VESDA POWER SUPPLY 4> O FAST RESPONSE CONTACT MODULE 0333 PHOTOELECTRIC DETECTOR HEAT DETECTOR IONIZATION DETECTOR STROBE HORN / STROBE La FM -200 CYUNDER 180° FM -200 DISCHARGE NOZZLE a 0 FM -200 MANUAL RELEASE PULL STATION FM -200 MANUAL ABORT STATION lutul out on the drawing ) ,: LEGEND / PARTS LIST SYMBOL QUAN. PART #,. DESCRIPTION MANUFACTURE ENCLOSURE NOTES 1 10-052-R-1 CHEETAH CONTROL PANEL FIKE CUSTOM 6' AFF C.P. 2 NP18-12B 17.2 AH BATTERY YUASA BATTERY BOX 1 DSM -12/24 DUAL SYNC MODULE WHEELOCK CHEETAH PANEL 1 68-023 HIGH LEVEL INTERFACE FIKE CUSTOM 6' AFF H.L.I. 3 68-001 VESDA LASER PLUS DETECTOR FIKE CUSTOM V.P. 1 68-013 VESDA SCANNER,12 REALAYS, DISPLAY FIKE CUSTOM 1 68-015 VESDA SCANNER,12 REALAYS, DISPLAY, PROG. FIKE CUSTOM 2 68-039 VESDA POWER SUPPLY FIKE CUSTOM VPS 10 02-4622 12V, 12ah BATTERY FIKE VPS CABINET 1 55-023 DUAL RELAY MODULE FIKE 4S BOX OR 2 GANG R2M 1 55-021 SUPERVISED OUTPUT MODULE FIKE 4S BOX SOM 24 55-019 FAST REPONSE CONTACT MODULE FIKE 4S BOX OR 2 GANG RCM 10 AR -10F FIRE PULL STATION FIRE -UTE 4S BOX OR 2 GANG DEEP F; 4.5 16 AS241575 W -FR NONSYNC/SYNC HORN/STROBE, 15/75 CANDELA WHEELOCK 4S BOX OR 2 GANG DEEP 2 RS -241575W -FR STROBE, 15/75 CANDELA WHEELOCK 4S BOX OR 2 GANG DEEP 1 WM3T-24-VFR WEATHER PROOF STROBE, 117 CANDELA WHEELOCK WBB DEEP 20 1 MB -G10 -24-R WEATHER PROOF 10" BELL WHEELOCK WBB DEEP Pay, 11 63-0121 ANALOG PHOTOELECTRIC DETECTOR FIKE 11 63-1020 4 in. ANALOG SENSOR BASE FIKE 3-0 BOX 40 1 HF -24 ULTRAVIOLET FLAME DETECTOR FIKE 19" 2 302-194 194° INTERIOR VERTICAL HEAT DETECTOR THERMOTECH 15 68-042 3/4" CPVC PIPE (BOX QUAN. TOTAL 210' EACH) FIKE 17 68-043 90° ELBOW, (BOX QUAN.) FIKE 7 68-045 COUPUNG (BOX QUAN) FIKE 1 68-047 END CAP (BOX QUAN) FIKE 5 68-048 TEE (BOX QUAN) FIKE 1 BY OTHERS FLOW SWITCH BY OTHERS 121 1 BY OTHERS LOW AIR SWITCH BY OTHERS L 1 BY OTHERS TAMPER SWITCH BY OTHERS T 1 BY OTHERS SOLENOID BY OTHERS S 633121 AUDIBLE LOOP # AND DEVICE # REFERENCE NOTE NUMBER VESDA DROP SAMPLING PORT S.S.I. SPECIAL ORDER SIGN PRE -ACTION SOLENOID PRE -ACTION TAMPER SWITCH COMM. LOOP # AND DEVICE ADDRESS EXTENDER PANEL LOOP # AND DEVICE # 12628 INTERURBAN AVE S 01-F-231 NOTICE A completed, signed, RTrr) ilia Fire signed, ,n«i}taffa°eut Fre-test Certa i :al:e to trot be presented to the Au l ; e! fl priori o commencement ent of Acceptance Te3ti1. ;. W any Fire Mann and Detection Systmas. Failure of tesg�end termination of t��e Re - Inspection Fee $esting. Cov-Rsa r, y-1�k-e- Lo) y [] Without Comments As Noted In Red El 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 '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 Preventio Bureau. OBy:C. Date: 1� I C3� S 3 TUKWILA FIRE DEPARTME.141 Please call: 575.4407 and give this job Z 3 No. and exact address for shu teal: :sown or restoration app r@TEULY/29 ft Pr scion Systema Division Fike Corporation SUPRESSION SYSTEMS, INC, SPECIAL. HAZARD RRE PROTECTION 4411 PACIC HIGHWAY EAST TACOMA, WA 96424.2611 BUS: 25300 FAX: 253-926-3306 DATE: 06/15/01 DRAWN: ASS CHECKED: NR APPROVED BY: KM PROJECT NAME: AT&T/A.L.S. 12628 INTERURBAN AVE. SO. BLDG. "C' TUKWILA, WA SCALE: AS NOTED NO. DATE REVISION SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS COVER SHEET AND NOTES (7) JOB NUMBER: 0120 FP of /s ADDR. DEVICE ASSOCIATIONS ZONE NOTES 1-001 1-002 1-003 FRCM - MANUAL FIRE PULL STATION FRCM - DUCT DETECTOR 1 1 1 VESTIBULE DOOR AC -2 AC -1 FRCM - DUCT DETECTOR 1-004 FRCM - MANUAL FIRE PULL STATION 1 SWITCH CONTROL ROOM 1-005 SOM - W/B BELL - W/B STROBE 1 OUTSIDE OF BLDG. 1-006 PHOTOELECTRIC DETECTOR 1 ELECT. ROOM 1-007 FRCM - MANUAL FIRE PULL STATION 1 ELECT. ROOM 1-008 FRCM - MANUAL FIRE PULL STATION 1 RECIEVING ROOM 1-009 FRCM - ROOF TOP UNIT 1 R.T.U. #1 1-010 FRCM - MANUAL FIRE PULL STATION 1 EQUIPMENT ROOM 1-011 FRCM - DUCT DETECTOR 1 AC -7 1-012 FRCM - DUCT DETECTOR 1 AC -6 1-013 FRCM - MANUAL FIRE PULL STATION 1 ILEC ROOM 1-014 FRCM - DUCT DETECTOR 1 AC -5 1-015 FRCM - ROOF TOP UNIT 1 R.T.U. #2 1-016 SRM - PREATION SOLENOID 1 FIRE RISER ROOM 1-017 1-018 FRCM - PREATION FLOW SWITCH 1 FIRE RISER ROOM FIRE RISER ROOM FRCM - PREATION LOW AIR SWITCH 1-019 FRCM - PREATION TROUBLE SWITCH 1 FIRE RISER ROOM 1-020 FRCM - MANUAL FIRE PULL STATION 1 GENERATOR ROOM 1-021 1-022 1-023 1-024 1-025 1-026 1-027 1-028 1-115 1-029 1-030 1-031 1-032 . 1-033 1-034 1-035 1-036 1-037 1-038 1-039 1-040 1-041 1-042 1-043 1-044 1-045 1-046 1-047 1-048 2-048 1-049 1-050 • 1-051 1-052 1-053 1-054 1-055 1-056 1-057 1-058 1-059 1-060 -061 2-108 -063 -064 I-062 -065 -066 -067 -068 2-112 2-113 2-114 .ai -069 2-115 ,• -070 2-116 ., -071 2-117 -072 2-118 g -073 .. -074 2-119 c -075 !• -076 " -077 -078 b -079 .; -080 2-126 1 -081 2-127 -082 -083 .5 -084 '" -085 if -086 -087 .4 -088 (f ADDR. DEVICE ASSOCIATIONS ZONE NOTES 1-089 FRCM - DUCT DETECTOR 1 AC -3 1-090 FRCM - DUCT DETECTOR 1 AC -4 1-091 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-092 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-093 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-094 FRCM -194° THERMAL DETECTOR 1 GENERATOR ROOM 1-095 FRCM - ULTRAVIOLET DETECTOR 1 GENERATOR ROOM 1-096 FRCM -194° THERMAL DETECTOR 1 GENERATOR ROOM 1-097 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-098 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-099 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-100 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-101 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 1-102 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-103 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-104 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 1-105 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 1-106 FRCM - MANUAL FIRE PULL STATION 1 GENERATOR ROOM 1-107 1-108 1-109 1-110 1-111 1-112 1-113 1-114 1-115 1-116 1-117 1-118 . 1-119 1-120 1-121 1-122 1-123 1-124 1-125 1-126 1-127 2-001 FRCM - MANUAL FIRE PULL STATION 1 EQUIPMENT ROOM 2-002 FRCM - DUCT DETECTOR 1 AC -3 2-003 FRCM - DUCT DETECTOR 1 AC -4 2-004 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-005 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-006 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-007 FRCM -194° THERMAL DETECTOR 1 GENERATOR ROOM 2-008 FRCM - ULTRAVIOLET DETECTOR 1 GENERATOR ROOM 2-009 FRCM -194° THERMAL DETECTOR 1 GENERATOR ROOM 2-010 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-011 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-012 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-013 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-014 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 2-015 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-016 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-017 PHOTOELECTRIC DETECTOR 1 UNUSED SPACE 2-018 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 2-019 FRCM - MANUAL FIRE PULL STATION 1 GENERATOR ROOM 2-020 2-021 2-022 2-023 2-024 2-025 2-026 2-027 2-028 2-029 2-030 2-031 . 2-032 2-033 2-034 2-035 2-036 2-037 2-038 2-039 2-040 2-041 2-042 2-043 2-044 2-045 2-046 2-047 2-048 ADDR. DEVICE ASSOCIATIONS ZONE NOTES 2-049 2-050 2-051 2-052 2-053 2-054 2-055 2-056 2-057 2-058 2-059 2-060 2-061 2-062 2-063 2-064 2-065 2.066 2-067 2-068 2-069 2-070 2-071 2-072 2-073 2-074 2-075 2-076 2-077 2-078 2-079 2-080 2-081 2-082 2-083 2-084 2-085 2-086 2-087 2-088 2-089 2-090 2-091 2-092 2-093 2-094 2-095 2-096 2-097 2-098 2-099 2-100 2-101 2-102 2-103 2-104 2-105 2-106 2-107 2-108 2-109 2-110 2-111 2-112 2-113 2-114 2-115 2-116 2-117 2-118 2-119 2-120 2-121 2-122 2-123 2-124 2-125 2-126 2-127 CHEETEAH CONTROL SYSTEM BATTERY CALCULATIONS STANDBY CURRENT ALARM CURRENT CSC SLM CRM4 COMMUNICATION LOOP AUXILIARY POWER SYSTEM TOTALS COMMUNICATION CURRENT 55-020 FRCM 55-021 SOM 55-022 SRM 55-023 R2M DETECTORS SUB -TOTALS NOTIFICATION CIRCUIT CURRENT QTY 01 16 02 01 01 BELL HORN / STROBE STROBES STROBES WEATHER VESDA H.L.I. SUB -TOTALS HOURS STANDBY MINUTES ALARM BATTERY DERATING STANDBY CAPACITY MINIMUM BATTERY SIZE BATTERIES SUPPLIED 0.250 A 0.000 A 0.000 A 0.017 A 0.001 A 0.268 A X 24 HR 6.432 AH COMMUNICATION LOOP ( 24 )( 0.46ma )=0.011 A (01 )( 0.32ma )=0.000 A ( 00 )( 0.27ma )=0.000 A (01 )(0.54ma)=0.001 A (11 )( 0.50ma )= 0.006 A 0.017 A STANDBY 000ma 000ma 000ma 000ma 000ma TOTAL 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A QTY 01 16 02 01 01 24HR 005 MIN. 020 % (6.432 AH )+( 0.198 AH) = 6.6 AH (6.6AH)(1.2) =8.OAH 17.2 AH Protection Systeme Division Ftke Corponotio n 0.250 A 0.000 A 0.000 A 0.017 A 1.117A 2.384 A X 0.083HR 0.198 AH AUXILIARY POWER N/A ( 05 )( 0.53ma )=0.001 A ( 05 )( 10.0ma )=0.000 A N/A N/A 0.001 A ALARM 030ma 102ma 088ma 088ma 190ma 1 TOTAL 0.030 A 1.632 A 0.176 A 0.088 A 0.190 A 2.116 A ',I1PIPc1 ,ION `,V,11 V., 111(,. `s'((.1111 IIA/A1.11 1 IPF 1'P()I1(WI 4411 f'Ala(IC, IIIrIIwA (KJ IAIIIMA, WA 'If;4;)4 'll 11 For. , 1,4 ',vui /:7.1.\ . .. \4., r A/ , , 17'. ',','Ji. DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: SCALE: NO. DATE KM AS NOTED REVISION BY PROJECT NAME: AT & T / A.L.S. D( -r- --z3( 12628 INTERURBAN AVE. SO. BLDG. "C" TUCKWILA, WA SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEM ADDRESS LOG & CALCULATIONS JOB NUMBER: 0120 6 4l -r ' 6.1 g! �_-I LTJ 1 SWITCH CONT ROOM RETURN AIRGRILL UNUSED SPACE I%II iI'%'1 i%I I%i x. FIRE RISER ROOM 108 ELECT ROOM t RECEIVING 105 @4.11RN AIRGRILL • • • • I' • • • • • • • • °w-a-�-®:o.�:�:a:®wv:w.�:4:w:�a:®:d:i:�:�:�:� a � 4 w�'�x_►:�►�:�:a:�:�:�:�:�:�:w:w:�:�:�:�s �.�. ,_ :e � s �:i r-�:�:�:�:�:� �:o.�f s:w-d:w:I:ra:lr•Will:ar , r i • O a O 104 n CEA 1 r I ;RQDM k==4 1 r I 1 • fx U ---- \_,/ VESDA PIPING SYSTEM NOTES : 1. ALL PIPING TO BE 3/4" PLENUM RATED CPVC. 2. ALL VERTICAL PIPING GOING INTO VESDA UNITS WILL BE FIELD VERIFIED FOR LENGTH 3. C.T.S. DESIGNATES FIELD CUT TO SUIT 4. VESDA UNITS TO BE MOUNTED 610" TO CENTER FROM FINISHED FLOOR 5. PIPING TO BE MOUNTED TO THE BOTTOM OF PURLINS . PIPE NETWORK SHALL BE SUPPORTED EVERY 5'-0". 6. DE -BURR EACH SAMPUNG HOLE AND ENSURE THAT EACH SECTION OF PIE IS FREE OF OBSTRUCTION. 7. MOUNT AND SECURE PIPE IN ACCORDANCE WITH THE GUIDEUNES IN VESDA INSTALLATION MANUAL. 8. SAMPLING PORTS SHALL BE LOCATED NO CLOSER THAN 3'-0" TO SUPPLY REGISTERS. 9. PIPING SYSTEM INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH GUIDEUNES IN VESDA INSTALLATION MANUAL. 10. SEE SHEET FP -5 FOR SUGGESTED MOUNTING METHODS. VESDA DETECTION FLOOR PLAN SCALE : 1/8" = 1' • 0" 0 N` V.P.-1 60" V.P.-2 VPS -1 BATTERY BOX 8'-0" V.P.-3 V.P.-4 VPS -2 BATTERY BOX V.P.-5 VESDA PANEL ELEVATION S 1 alb 0 ProtacUon Systems Division FNro Corporation SUPRESSION SYSTEMS, INC. SPECIAL HAZARD RIE PROTECTON 4417 PACIFIC HIGHWAY EAST TACOMA, WA 98424-2611 BUS: 253926.3300 FAX: 253-926.3306 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT & T / A.L.S. or -r- -2-3( 126 INTERURBAN AVE. SO. BLDG. "C" TUKWILA WA. SCALE: AS NOTED NO. DATE REVISION BY SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEM VESDA DETECTION FLOOR PLAN V J00 NUM0€11: 0l PO A)----- --/ `g )------ -, f--� Dom, ---- E�------ �_� 1-005 C 1 ,-\ r---1 I I I �WITCH CONTROL' ROOM I 102 n 15!78 CD , T I k 0. > i i•'K ioosI I - -�- ------ t . — • ««. • .-r.l• 1r- • • ... .111- ..» ..$., . • !t" • ..M.. I 1 r I I I 15/75 CD 4 I- z -i r 1 I1 S L L AUDI T T- r T- y GT" —5' .5 i .5 r 1- Ic ' 1 'Llr.--x_��_ 11JI -- - 1 it I If I t L-.-. l —2-00 I_._...r•_•_ r. AUD 2 1 L J1. I L__1I • � I I I 1 15/75CD I L__T___- _-J 1 iXl� IIX� 1 I I fI 1 i I I i -I, 1 I I 1 1 I If+ I , 2-'02 II I. 1 1 ' L__' , 1_J r- Iz; Iz, , 1 k L �1 y Ir RTU #2+y 1-015 1 �I EQUIPMENT ROOM 101 T .7 I 1 1 I 1 -r I ii - I I 1 I 1 I I f I I I I h I 1 X1. 14zH �X.II II.Xa r lt'�.i11 I r -r r7----- X� -1 - I. I 14 LJ• 1- " r Jt+�l"a II S .L IJ • - • - • - • - • - ..1..11 . - . l \ i I 1 1- i 1 � I_.-•_•_ 1-010 I — RTU 1-009 / I I I I I I z1l I , H----- --I 1-0 SHEET NOTES: ® RS -232 CONNECTOR FROM CHEETAH PANEL P3 JACK 3 TO HIGH LEVEL INTERFACE P3. 2 24VDC FROM CHEETAH PANEL AUX POWER SUPPLY. 3 VNET "B" TO VNETW VESDA PANEL. ® SEE DETAILS FP -5 FOR MULTI VESDA WIRING AND POWER SUPPLY WIRING. ILEC 1 103 n L.I 15/75 CD --15f�88 II I 2-004 2-005 2-00 I I I I I I i I I Lo �:®rw.♦:*:�:e:. � sta:�:� �:�r�r�-�:�:w:�.+.�����ai�:�:�:�:�:�a�:�:v�:�:�:�:�:�:�:�:�.�, _. x.�:�:�:i i:i:i:v�:ii:� o.o.c���:� �:�:�:�:�:�:�:�:� I I III II I- " 1 CPA 104 T --- i 1 1 1---- i I I ; L ---y I I j I I 'U I -�--i h -L -J -i n 1X1 U FIRE ALARM SYSTEKM FLOOR PLAN SCALE : 1 /8" = 1'- 0" 1 15!15 CD 0 O 2-009' II II 1 1 1 I o II 1 15/75 CD 1 4.. 9 r 2-013 2-012 UNUSED SPACE 1 110 2-011 2-010 x I. I , 2-015 I I I I 2016# I I I I I I i I I 1 2-017 a cD 2-01FB M \O/ 0� rrotecn«, systems Din Fko Corpora cn SUPR'ESSION SYSTEMS, INC. SPEC AI FUtZARD FIRE PROTECTION 4117 PAC1FIC HIGHWAY EAST TAC0W, WA 964242611 BUS: 253926.3309 FAX: 2539283309 DATE: 06/15101 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT & T / A.L1S. / i3( 126 INTERURBAN AVE SO. BLDG. "C" TUKWILA WA. SCALE AS NOTED NO. DATE REVISION BY SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS FIRE ALARM SYSTEM FLOOR PLAN JOB NUMBER: 0220 NORMALLY OPEN DEVICES: ABORT SWITCH RI TERMINAL FORKS PULL STATION MAINTENANCE BYPASS SWITCH PRE -ACTION TAMPER SWITCH + UU PRE -ACTION FLOW SWITCH z BLUE ( IN YELLOW (IN + ) w 0 z 0 z 0 m NORMALLY OPEN DEVICE BLUE (- OUT TO NEXT DEVICE ) YELLOW ( + OUT TO NEXT DEVICE ) FRCM BLUE (IN - ) YELLOW (IN + RED (IN + ) BLACK (IN - BLUE (- OUT TO NEXT DEVICE ) YELLOW ( + OUT TO NEXT DEVICE ) X808 N p < _P-12121g212k. L BLACK (- OUT TO NEXT DEVICE ) RED ( + OUT TO NEXT DEVICE ) ORANGE (IN + ) BROWN (IN - ) YELLOW (IN + ) BLUE ( IN BLUE (IN -) YELLOW (IN + ) oMoro 2200 Z$S IV 1�5 1388680 0'* 0000 HOT NUTRAL CONTACT RATING 110 VAC 0.5A 30VDC2A A.H.U. SHUTDOWN AND/OR FIRE/SMOKE DAMPER CONTROLS (USE SEPERATE SHUTDOWN CKTS) F.R.C.M. NORMALLY OPEN CONTACTS S.O.M. DETAIL ADAPTER PLATE 4" BOX CONDUIT MOUNTING SURFACE SENSOR TUBE R2M DETAIL BLUE (IN - NI. 111"N YELLOW (IN +) . J' YELLOW (+ OUT TO NEXT DEVICE ) BLUE ( - OUT TO NEXT DEVICE ) 3" OCTAGONAL BOX 4" BASE N— CONDUIT MOUNTING SURFACE HEAD PHOTO / IONIZATION DETECTOR TRUE CEILING 3" OCTAGONAL BOX WITH PLASTER RING 4" BASE 0 0 0 I I CONDUIT HEAD THERMAL DETECTOR MOUNTING DETAIL ANALOG THERMAL DETECTOR 4" BASE MOUNTING DETAIL C.P. oc H.L.I. 6 VESDA VESDA POWER SUPPLY 0 VESDA VESDA * VNET = RS -485 (BELDON 9842) * VNET SHALL ONLY BE USED FOR VESDA DETECTOR LOOP. VESDA NOTE: THE VNET MUST FORM A LOOP. THE LAST VESDA DETECTOR VNET-B MUST GO BACK TO VNET-A ON THE H.LI. ® RS -232 CONNECTOR FROM CHEETAH PANEL P3 JACK 3 TO H.LI. P3. 024VDC FROM CHEETAH PANEL AUX. POWER SUPPLY. ®VNETTB TO VNET-A. ®OUTPUT 1 24VDC TO POWER INPUT 1ST VESDA DETECTOR. ®OUTPUT 2 24VDC TO POWER INPUT 2ND VESDA DETECTOR. (OUTPUT 3 24VDC TO POWER INPUT 3RD VESDA DETECTOR. VESDA r -- VESDA Vesi}A POWER SUPPLY VESDA DETECTOR CIRCUIT WIRING DETAIL I" PHOTOELECTRIC DETECTOR 4" BASE MOUNTING DETAIL 0(+) 0 ()SHIELD 0(+) ()SHIELD 0(+) 0(-) 0(+) 0(-) ( - ) VNET-A (-) VNET-- DETECTOR * VNET = RS -485 (BELDON 9842) * VNET SHALL ONLY BE USED FOR VSEDA DETECTOR LOOP. * CONNECT SHIELD ONLY ON TERMINAL PROVIDED. NOTE: THE VNET MUST FORM A LOOP. THE LAST VESDA DETECTOR VNET B MUST GO BACK TO VNET A ON THE H.LI. 1®VNETTA IN FROM VNET-B FROM H.LI OR PREVIOUS VESDA DETECTOR ()VNET-B OUT TO VNET-A NEXT VESDA DETECTOR OR H.LI VNET-A ($24VDC POWER INPUT FROM CHEETAH PANEL OR VESDA POWER SUPPLY VESDA POWER SUPPLY )- OUTPUT1 +) OUTPUT 2 +;• OUTPUT 3 TO 120VAC CONNECTED TO DEDICATED BRANCH cincurr FOR FIRE ALARM USE VESDA BATTERY BOX VESDA PIPE N ORK NOTE: 2-24VDC, 12 AMP HOUR BATTERIES REQUIRED PER VESDA LASER PLUS, VESDA SCANNER OR 2 VESDA COMPACT UNITS. 024VDC POWER UMITED OUTPUT 1 TO VESDA DETECTOR (2)24VDC POWER LIMITED OUTPUT 2 TO VESDA DETECTOR 324VDC POWER UMITED OUTPUT 3 TO VESDA DETECTOR VESDA SAMPUNG PORT MOUNTED ON OUTSIDE OF UNIT ON STANDOFFS 1"- 8" FROM GRILL 0+ IN 0- IN VDC 0+ our 2' 0 -our 0(+) O(-) VNET-A OSHIELD 0(+) 0(- I VNEr-- B OSHIELD HIGH LEVEL INTERFACE * CONNECT SHIELD ONLY ON TERMINAL PROVIDED. 024VDC POWER FROM CHEETAH PANEL © RS -232 CONNECTOR FROM CHEETAH PANEL P3 JACK 3 ®VNET-A IN FROM LAST VESDA DETECTOR ®VNET B OUT TO FIRST VESDA DETECTOR VESDA DETECTOR WIRING DETAIL WOOD DECK LJ PIPE CLAMP VESDA SAMPLING POR VESDA PIPI NOTE: VESDA PIPE MUST BE SUPPORTED EVERY 5 ft. ,ra w11,111► I/1W MY B+ B- TB5 VESDA POWER SUPPLY WIRING DETAIL VESDA COMPACT MULTI -UNIT A.H.U. SAMPLING DETAIL VESDA SAMPLING PORT & DROP SANPLING PORT DETAIL I DSM SYNC ( - ) SYNC (+)® 0`+)OUT 1 ---��(+)IN1 MINUS 1 q--� (+) AUDIBLE (-) AUDIBLE Ilk � y,111,111/ 'IV B+ B- TB6 CONTROL PANEL P/N 71245 + ) OUT 2 ®(+)IN2 +r MINUS 2 A/S HORN/STROBEI SYNC MODULE (DUAL) A/S HORN/STROBE1 A/S STROBE A/S STROBE EOL 4.7 K EOL 4.7 K 60" CHEETAH PANEL LEVEL INTERFACE 96" MAX N07 TO EXCEED 80' (ADA) GENERAL ELEVATIONS ELEVATION NOTES: 1) FRCM SHALL BE MOUNTED BEHIND INPUT DEVICES. 2) SOM SHALL BE MOUNTED AT THE SAME ELEVATION AS THE INDICATING DEVICE. HORN/STROBE & STROBE WIRING DETAIL HIGH LEVEL INTERFACE WIRING DETAIL rth jrotection Systems Division Flice Corpotation 0 SUPRESSION SYSTEMS, INC. SPECIAL HAZARD FIRE PROTECTION 4417 PACIFIC HIGHWAY EAST TACOMA, WA 98424-2611 BUS: 200 FAX: 253-926-3306 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT&T/A.L.S. 0(- 12628 INTERURBAN AVE. SO. BLDG. "C" TUKWILA, WA SCALE AS NOTED NO. DATE REVISION BY SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS DETAILS SHEET JOB NUMBER: 0120 FP @./ BY OTHERS TROUBLE ALARM GENERAL ALARM SUPERVISORY 000000000000_O 0 P21000000000 f.,a C]f.CWC4.0 _C Ike o PRE-ALARI4 WARMING o FIRE ALARM oSUPERVISORY o MUREX RESET vz 7 ALARM SILENCE EFGH 2 SPECIAL, S 0ACPOWB+ o ALARM slam o SUPERVISORY steam O roma SLEHCE Acre ua 3 8 SPE 9 DRILL fl P2 ES ESCAPE STEP F4 F5 F6 ENTER O EN eeR=e 120 VAC HOT NEUTRAL GR(UNn TRANSFORMER 2 ILONA SPS ,„ Pmtndinn A"etpm AUX + IN AUX - IN AUX + OUT AUX-OUT RS -232 RS -485 HIGH LEVEL INTERFACE r — --AUX+IN AUX - IN AUX +OUT VESDA AUX - OUT DETECTOR m-232 #VP -1 RS -485 BELDON 485 CABLE BELDON 485 CABLE SUPERVISED DUCT DETECTOR 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS II I (+) 24VDC OUT •) 24VDC OUT (+) 24VDC OUT (.� -) 24VDC OUT VESDA POWER SUPPLY AUX + IN AUX - IN AUX + OUT AUX-OUT RS -232 RS -485 VESDA DETECTOR #VP -2 SUPERVISED PULL STATION 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS BELDON 485 CABLE AUX + IN AUX • IN AUX + OUT AUX-OUT RS -232 RS -485 I I Ir -1. 1. VP -3— 1 1111.1111.100•411110010 1 ,..-....�J —......__.1111_—_,------------ VESDA DETECTOR AUX + IN AUX •IN AUX + OUT AUX-OUT RS -232 RS - 485 VESDA DETECTOR #VP -4 ) 24VDC OUT •) 24VDOOUT VESDA +) 24VDC OUT POWER -) 24VDC OUT (+) 24VDC our SUPPLY (.) 24VDC OUT SUPERVISED PULL STATION 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS 1 11 1 I I AUX + AUX - IN AAUX RS -232 RS -485 VESDA DETECTOR #VP -4 BELDON _ 4AR�E ---- SUPERVISED RTU DUCT DETECTOR 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS I SUPERVISED ULTRAVOILET DETECTOR 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS LOOPS P7 Mae. 1.11.0410, FROM E 22 In 0 N s; FRCM 17.2 AH PNL# CKT# 17.2 AH R SUPERVISED BELL & STROBE 10K , .25W , E.O.L. HORN/STROBE, STROBE TYPICAL 10K , .25W, E.O.L. HORN/STROBE, STROBE TYPICAL 10K , .25W, E.O.L. 24V SOLENOID FROM PHOTOELECTRIC DETECTOR •FRCM FRCM TYPICAL MULTILINE WIRING DIAGRAM CHEETAH PANEL CRM4 v7 RI Y Y Y Y 0 0 0 0 "1 "" RES -AUX RS -485 CHEETAH PANEL A B C D E F AUX 1 AUX 2 COM 1 1-001 FROM BC COM 2 BC 14/02 BC 1-003 BC 1 -RCM -f D AUD 1 AUD 2 2-001 FROM K 1-004 t$3' K \ K TO UCT TO S UCT DETECTOR DETECTOR D 2-002 FRCM TO » UCT TO • UCT DETECTOR DETECTOR D FRCM BC D E 2-009 FRCM K 2-010 2-011 C O P4 O O O O 00 P1 OP2 P5 (BLACK) -AUX POWER LOOP #1 NEGATIVE (RED) - AUX POWER LOOP #2 POSITIVE P6 LOOP 1 LOOP 2 P7 ( BLUE) - COMMUNICATION LOOP #1 NEGITIVE ( YELLOW) - COMMUNICATION LOOP #1 POSITIVE (BLUE) - COMMUNICATION LOOP #2 NEGIT(VE ( YELLOW) - COMMUNICATION LOOP #2 POSITIVE P8 O O O O O 0 P9 ( BROWN) - AUDIBLE LOOP #1 NEGITIVE ( ORANGE) - AUDIBLE LOOP #1 POSITIVE ( BROWN) - AUDIBLE LOOP #2 NEGITNJE ( ORANGE) - AUDIBLE LOOP #2 POSITIVE CHEETAH PANEL CONTACT DETAILS 2-012 `I' 4 TO MONITOR RTU #1 2-013 2=014 FR M TO DUCT TO DUCT DETECTOR DETECTOR 2-015 SINGLE LINE WIRING DIAGRAM K 2-016 4 2-017 4 1-013 FR M C K F4111. 2-018 FROM 1-014 C 1-015 FROM --FROM K TOUCT TO DETECTOR MONITOR RTU #2 C , D M , N YELLOW + DETECTION BLUE - DETECTION A , B G , H RED + AUX POWER BLACK - AUX POWER R RED + RES. AUX POWER BLACK - RES. AUX POWER J P BELDON 485 CABLE RS 232 CABLE E , F K ORANGE + OUTPUT BROWN - OUTPUT S RED + 24VDC BLACK - 24VDC ADDRESSABLE WIRE LEGEND #14 SOLID O 0 Protection Systems Division Fike Corporation SUPRESSION SYSTEMS, INC. SPEC& HAZARD RRE PROTECTION 4417 PACFIC HOMY EAST TACO1q WA 98424-2611 BUS: 253-9283300 FAX: 253.9283309 DATE 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT & T / A. L.S. -2-5( 12628 INTERURBAN AVE. SO. BLDG. "C" TUCWILA, WA SCALE: AS NOTED NO. DATE REVISION BY SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS SINGLE AND MULTI UNE DIAGRAMS 2 1 l 2j FP JOB NUMBER: 0120 6 of �.aacc�. aaa i.a a�.nci cvvv ca. naau1YJ1J ADDRESSABLE DEVICE CURRENT vv/ lad vl rays t COMM LOOP AUX POWER Detectors 011 ea 0.006 A N/A FRCM 024 ea 0.011 A N/A MIM 000 ea 0.000 A N/A R2M 001 ea 0.001 A N/A SOM 001 ea 0.000 A 0.001 A SRM 000 Arm 000 Sol 0.000 A 0.000 A SUB TOTALS 0.017 A 0.001 A AUX POWER CURRENT QTY STANDBY TOTAL ALARM TOTAL horn strobes strobes w/p strobes 10" bell vesda HLI 16 000 mA 0.000 A 102 mA 1.632 A 02 000 mA 0.000 A 088 mA 0.176 A 01 000 mA 0.000 A 088 mA 0.088 A 01 000 mA 0.000 A 030 mA 0.030 A 01 000 mA 0.000 A 190 mA 0.190 A SUB TOTALS 0.000 A 2.116 A TOTAL CURRENTS 1. CSC 2. SLM 3. CRM4 4. COMMUNICATION LOOP 5. AUXILIARY POWER STANDBY CURRENT ALARM CURRENT 0.250 A 0.000 A 0.000 A 0.017 A 0.001 A 0.250 A 0.000 A 0.000 A 0.017 A 2.117 A TOTALS 0.268 A 2.384 A V V/ 1J / V 1 ray C 6 BATTERY CALCULATIONS Hours Standby Minutes Alarm Battery Derating Standby Capacity Minimum Battery Size 024 Hr 005 Min 020 % 06.6 Ah 08.0 Ah ASPIRE for Windows System Report 6/18/01 Project AT&T/ALS Node Street 12628 Interurban Ave. So. City Tukwila Region Washington Contact Zone VP -01 Floor DWG.Ref FP -2 Date 14 -June -2001 Installer Suppression Systems Inc. Calculated By Ken Murray, CET File als talcs 01.ASP Comments Primary building smoke detection Actuates Pre -Action sprinklers; 2 zones Cheetah Fire Alarm System panel interface (HLI) Head Type: LaserPLUS Temperature 68 °F Filter Type VLP Filter Cartridge Absolute Pressure 1.01325 Bar FIRE Threshold 0.015415 %/ft Aspirator Setting 3600 RPM No of Pipes 3 System flowrate 76.5148 Wm ASPIRE v 3.09.02 - Page 1/5 Project AT&T/ALS Node Date 6/18/01 System Summary File als calcs 01.ASP Sector 1 2 3 4 5 6 7 8 Pipe length (ft) 172 137 234.5 First position (ft) 35.5 54.5 142.5 No of Holes 10 6 8 Hole Spacing (ft) —15.167 —16.5 —13.143 Pipe Int. Dia. (in) 0.827 0.827 0.827 Tube Int. Dia.(in) 0.209 0.209 0.209 Hole Int. Dia. (in) 0.079 0.125 0.12 End Vent Dia.(in) 0.157 0.157 0.157 Hole % Balance 91 93 87 Hole % Share 71 77 82 Maximum Time 52 37 60 Ambient Press 0 0 0 Sector Press 166 166 166 Sector Flow (Urn) 23.6 27.9 25 Sector % Share 30.8 36.5 32.7 Total Pipe Length: Total Number of Bends: Total Number of Capillaries: Total Capillary Length: 543.5ft 31 0 Oft ASPIRE v 3.09.02 - *Page 2/5 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/18/01 File als caics 01.ASP 1 Flowrate 23.567 Um Tube diameter 0.209 in 10 Length 172 ft Vent diameter 0.157 in 91 Share (%): 71 Bends radius 2.756 in hole Pos No of Bend Press Flow Ihn Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 35.5 3 137 2.1 8.8 0.827 0 1 0.079 0.566 8.6 2 51 0 129 2 8.6 0.827 0 1 0.079 0.583 11.7 3 68 0 122 2 8.3 0.827 0 1 0.079 0.601 15.4 4 85 0 115 1.9 8.1 0.827 0 1 0.079 0.617 19.5 5 102 0 110 1.9 7.9 0.827 0 1 0.079 0.632 24.2 6 119 0 105 1.8 7.7 0.827 0 1 0.079 0.646 0.673 29.5 7 144 2 97 1.8 7.4 0.827 0 1 0.079 38.6 8 159 0 94 1.7 7.3 0.827 0 1 0.079 0.684 44.9 9 171 0 92 1.7 7.2 0.827 0 1 0.079 0.692 51.1 EC 172 0 91 6.7 28.5 0.827 0 1 0.157 0.175 51.9 ASPIRE v 3.09.02 - Page 3/5 Project AT&T/ALS Node Date 6/18/01 Pipe number 2 Flowrate No of Holes Balance (%): 6 Length 93 Share %1: File 27.931 I/m 137 ft 77 als caics 01.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow urn Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 54.5 3 116 4.8 17.2 0.827 0 1 0.125 0.245 10.5 2 77.5 2 98 4.4 15.8 0.827 0 1 0.125 0.267 14.8 3 94.5 0 91 4.2 15.2 0.827 0 1 0.125 0.278 18.7 4 111.5 0 85 4.1 14.8 0.827 0 1 0.125 0.286 23.7 5 128.5 0 . 82 4 14.4 0.827 0 1 0.125 0.293 30.7 EC 137 0 80 6.3 22.6 0.827 0 1 0.157 0.187 36.7 ASPIRE v 3.09.02 - Page 4/5 Project AT&T/ALS Node Date 6/18/01 File als caics 01.ASP Pipe number 3 Flowrate 25.045 Wm Tube diameter 0.209 in No of Holes 8 Length 234.5 ft Vent diameter 0.157 in Bends radius 2.756 in Balance (%): hole Pos 87 No of Bend Share (%): Press Flow I/m 82 Flow Pipe Diameter Tube Length Number hole Holes Diameter Sens Time 1 142.5 3 70 3.4 13.7 0.627 0 1 0.12 0.344 25.8 2 153 0 64 3.3 13.1 0.827 0 1 1 0.12 0.12 0.359 0.378 28 31.5 3 168 0 58 3.1 12.5 0.627 0 4 189.5 2 48 2.8 11.4 0.827 0 1 0.12 0.415 37.7 5 204.5 0 44 2.7 10.9 0.827 0 1 0.12 0.432 42.9 6 215 0 42 2.7 10.6 0.827 0 1 0.12 0.443 47.6 7 234 0 39 2.6 10.3 0.827 0 1 0.12 0.458 59.2 EC 234.5 0 39 4.4 17.6 0.827 0 1 0.157 0.268 59.8 ASPIRE v 3.09.02 - Page 5/5 ASPIRE for Windows System Report 6/15/01 Project AT&T/ALS Node Street 12628 Interurban Ave. So. City Tukwila Region Washington Contact Zone VP -02 Floor DWG. Ref FP -2 Date 14 -June -2001 Installer Suppression Systems Inc, Calculated By Ken Murray, CET File als calcs 02.ASP Comments Primary building smoke detection Actuates Pre -Action sprinklers; 2 zones Cheetah Fire Alarm System panel interface (HLI) Head Type: LaserPLUS Temperature 68 °F Filter Type VLP Filter Cartridge Absolute Pressure 1.01325 Bar FIRE Threshold 0.015415 %/ft Aspirator Setting 3600 RPM No of Pipes 3 System flowrate 75.5252 Um ASPIRE v 3.09.02 - Page 1/5 Project AT&T/ALS Node Date 6/15/01 System Summary File als caics 02.ASP Sector 1 2 3 4 5 6 7 8 Pipe length (ft) 169 153 164 First position (ft) 160.5 145.5 155.5 No of Holes 10 9 9 Hole Spacing (ft) 1 1 1 Pipe Int. Dia. (in) 0.827 0.827 0.827 Tube Int. Dia.(in) 0.209 0.209 0.209 Hole Int. Dia. (in) 0.1 0.1 0.1 End Vent Dia.(in) 0.157 0.157 0.157 Hole % Balance 99 99 99 Hole % Share 79 77 77 Maximum Time 31 29 33 Ambient Press 0 0 D Sector Press 168 168 158 Sector Flow (Um) 26 25.7 23.8 Sector % Share 34.4 34 31.5 Total Pipe Length: Total Number of Bends: Total Number of Capillaries: Total Capillary Length: 486ft 24 0 Oft ASPIRE v 3.09.02 - Page 2/5 Project AT&T/ALS Node Date 6/15/01 File Pipe number 1 Flowrate 25.987 I/m No of Holes 10 Length 169 ft Balance (%): 99 Share (%): 79 als caics 02.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow Wm Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 160.5 0 66 2.3 8.9 0.827 0 1 0.1 0.502 27.6 2 161.5 0 65 2.3 8.9 0.827 0 1 0.1 0.505 27.9 3 162.5 0 64 2.3 8.8 0.827 0 1 0.1 0.508 28.1 4 163.5 0 64 2.3 8.8 0.827 0 1 0.1 0.511 28.4 5 164.5 0 63 2.3 8.7 0.827 0 1 0.1 0.513 28.8 6 165.5 0 63 2.3 8.7 0.827 0 1 0.1 0.515 29.2 7 166.5 0 62 2.3 8.7 0.827 0 1 0.1 0.517 29.6 8 167.5 0 62 2.2 8.6 0.827 0 1 0.1 0.518 30.2 9 168.5 0 62 2.2 8.6 0.827 0 1 0.1 0.519 30.9 EC 169 0 62 5.5 21.2 0.827 0 1 0.157 0.211 31.4 ASPIRE v 3.09.02 - Page 3/5 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/15/01 File als caics 02.ASP 2 Flowrate 25.708 Wm Tube diameter 0.209 in 9 Length 153 ft Vent diameter 0.157 in 99 Share (%): 77 Bends radius 2.756 in hole Pos No of Bend Press Flow Urn Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 145.5 0 77 2.5 9.7 0.827 0 1 0.1 0.465 25.5 2 146.5 0 76 2.5 9.7 0.827 0 1 0.1 0.468 25.7 3 147.5 0 75 2.5 9.6 0.827 0 1 0.1 0.47 26 4 148.5 0 75 2.5 9.6 0.827 0 1 0.1 0.472 26.3 5 149.5 0 74 2.5 9.6 0.827 0 1 0.1 0.474 26.7 6 150.5 0 74 2.4 9.5 0.827 0 1 0.1 0.476 27.1 7 151.5 0 73 2.4 9.5 0.827 0 1 0.1 0.477 27.6 8 152.5 0 73 2.4 9.5 0.827 0 1 0.1 0.478 28.3 EC 153 0 73 6 23.3 0.827 0 1 0.157 0.194 28.8 ASPIRE v 3.09.02 - Page 4/5 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/15/01 File als cafes 02.ASP 3 Flowrate 23.824 I/m Tube diameter 0.209 in 9 Length 164 ft Vent diameter 0.157 in 99 Share (%): 77 Bends radius 2.756 in hole Pos No of Bend Press Flow Urn Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 156.5 4 66 2.3 9.7 0.827 0 1 0.1 0.502 29.5 2 157.5 0 65 2.3 9.7 0.827 0 1 0.1 0.505 29.8 3 158.5 0 64 2.3 9.6 0.827 0 1 0.1 0.508 30.1 4 159.5 0 64 2.3 9.6 0.827 0 1 0.1 0.51 30.4 5 160.5 0 63 2.3 9.5 0.827 0 1 0.1 0.512 30.8 6 161.5 0 63 2.3 9.5 , 0.827 0 1 0.1 0.514 31.2 7 162.5 0 63 2.3 9.5 0.827 0 1 0.1 0.515 31.8 8 163.5 0 62 2.3 9.5 0.827 0 1 0.1 0.516 32.5 EC 164 0 62 5.6 23.4 0.827 0 1 0.157 0.208 33.1 ASPIRE v 3.09.02 - Page 5/5 ASPIRE for Windows System Report 6/15/01 Project AT&T/ALS Node Street 12628 Interurban Ave. So. City Tukwila Region Washington Contact Zone VP -03 Floor DWG.Ref FP -2 Date 14 -June -2001 Installer Suppression Systems Inc. Calculated By Ken Murray, CET File als calcs 03.ASP Comments Primary building smoke detection Actuates Pre -Action sprinklers; 2 zones Cheetah Fire Alarm System panel interface (HLI) Head Type: LaserPLUS Temperature 68 °F Filter Type VLP Filter Cartridge Absolute Pressure 1.01325 Bar FIRE Threshold 0.015415 %/ft Aspirator Setting 3600 RPM No of Pipes 2 System flowrate 67.696 I/m ASPIRE v 3.09.02 - Page 1/4 System Summary Project AT&T/ALS Node Date 6/15/01 File als calcs 03.ASP Sector 1 2 3 4 5 6 7 8 Pipe length (ft) 81 116.5 First position (ft) 73.5 51 No of Holes 9 9 Hole Spacing (ft) -0.938 8.188 Pipe Int. Dia. (in) 0.827 0.827 Tube Int. Dia.(in) 0.209 0.209 Hole Int. Dia. (in) 0.1 0.15 End Vent Dia.(in) 0.157 0.157 Hole % Balance 99 81 Hole % Share 77 91 Maximum Time 14 51 Ambient Press 0 0 Sector Press 185 185 Sector Flow (Um) 32.5 35.3 Sector % Share 48 52.2 Total Pipe Length: Total Number of Bends: Total Number of Capillaries: Total Capillary Length: 197.5ft 31 0 Oft ASPIRE v 3.09.02 - Page 2/4 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/15/01 File als calcs 03.ASP 1 Flowrate 32.503 Wm Tube diameter 0.209 in 9 Length 81 ft Vent diameter 0.157 in 99 Share (%): 77 Bends radius 2.756 in hole Pos No of Bend Press Flow Ihn0/0 Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 73.5 0 123 3.2 9.7 0.827 0 1 0.1 0.33 11.6 2 74.5 0 121 3.1 9.7 0.827 0 1 0.1 0.332 11.8 3 75.5 0 120 3.1 9.6 0.827 0 1 0.1 0.334 12.1 4 76.5 0 119 3.1 9.6 0.827 0 1 0.1 0.335 12.3 5 77.5 0 118 3.1 9.5 0.827 0 1 0.1 0.336 12.6 6 78.5 0 118 3.1 9.5 0.827 0 1 0.1 0.337 12.9 7 79.5 0 117 3.1 9.5 0.827 0 1 0.1 0.338 13.3 8 80.5 () 117 3.1 9.5 0.827 0 1 0.1 0.339 13.9 EC 81 0 116 7.6 23.4 0.827 0 1 0.157 0.137 14.2 ASPIRE v 3.09.02 - Page 3/4 Project AT&T/ALS Node Date 6/15/01 Pipe number 2 Flowrate No of Holes Balance (%): 9 Length 81 Share (%): File 35.307 I/m 116.5 ft 91 als calcs 03.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow Um Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 51 8 87 6 17 0.827 0 1 0.15 0.174 9.2 2 68.5 4 56 4.8 13.6 0.827 0 1 0.15 0.217 12.1 3 85 0 45 4.3 12.3 0.827 0 1 0.15 0.241 15 4 103.5 2 32 3.6 10.3 0.827 0 1 0.15 0.287 19 5 114 1 27 3.4 9.5 0.827 0 1 0.15 0.311 21.8 6 116.5 0 26 3.3 9.4 0.827 0 1 0.157 0.316 22.8 7 116.5 0 26 3.3 9.3 0.827 0 1 0.079 0.317 22.8 8 123 0 25 3.2 9.1 0.827 0 1 0.079 0.323 27.3 EC 139.5 4 22 3.4 9.5 0.827 0 1 0.079 0.311 50.9 ASPIRE v 3.09.02 - Page 4/4 ASPIRE for Windows System Report 6/18/01 Project AT&T/ALS Node Street 12628 Interurban Ave. So. City Tukwila Region Washington Contact Zone VP -04 Floor DWG.Ref FP -2 Date 14 -June -2001 Installer Suppression Systems Inc. Calculated By Ken Murray, CET File als calcs 04.ASP Comments Primary building smoke detection Actuates Pre -Action sprinklers; 2 zones Cheetah Fire Alarm System panel interface (HLI) Head Type: LaserPLUS Temperature 68 °F Filter Type VLP Filter Cartridge Absolute Pressure 1.01325 Bar FIRE Threshold 0.015415 %/ft Aspirator Setting 3600 RPM No of Pipes 4 System flowrate 100.854 I/m ASPIRE v 3.09.02 - Page 1/6 Project AT&T/ALS Node Date 6/18/01 System Summary File als calcs 04.ASP Sector 1 2 3 4 5 6 7 8 Pipe length (ft) 127 151 144.5 102 First position (ft) 27.5 28 17 10 No of Holes 8 10 10 9 Hole Spacing (ft) —14.214 —13.667 —14.167 —11.5 Pipe Int. Dia. (in) 0.827 0.827 0.827 0.827 Tube Int. Dia.(in) 0.209 0.209 0.209 0.209 Hole Int. Dia. (in) 0.17 0.079 0.1 0.1 End Vent Dia.(in) 0.157 0.157 0.157 0.157 Hole % Balance 73 91 87 90 Hole % Share 92 72 81 78 Maximum Time 42 58 50 35 Ambient Press 0 0 0 0 Sector Press 105 105 105 105 Sector Flow (I/m) 33.5 18.8 24.8 25.1 Sector % Share 33.2 18.6 24.5 24.9 Total Pipe Length: Total Number of Bends: Total Number of Capillaries: Total Capillary Length: 524.5ft 58 0 Oft ASPIRE v 3.09.02 - Page 2/6 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/18/01 File als calcs 04.ASP 1 Flowrate 33.504 I/m Tube diameter 0.209 in 8 Length 127 ft Vent diameter 0.157 in 73 Share (%): 92 Bends radius 2.756 in hole Pos No of Bend Press Flow I/m Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 27.5 4. 60 6.4 19.1 0.827 0_ 1 0.17 0.243 5.8 2 57.5 1 37 5 14.9 0.827 0 1 0.17 0.311 10.5 3 67 0 31 4.6 13.8 0.827 0 1 0.17 0.337 12.4 4 77 0 27 4.3 12.8 0.827 0 1 0.17 0.362 14.9 5 94 0 22 3.9 11.6 0.827 0 1 0.17 0.399 20.3 6 114 2 17 3.4 10.1 0.827 0 1 0.17 0.461 29.8 7 124.5 1 15 3.2 9.6 0.827 0 1 0.17 0.483 37.6 EC 127 0 15 2.7 8.1 0.827 0 1 0.157 0.571 42.2 ASPIRE v 3.09.02 - Page 3/6 Project AT&T/ALS Node Date 6/18/01 File als caics 04.ASP Pipe number 2 Flowrate 18.757 Um Tube diameter 0.209 in No of Holes 10 Length 151 ft Vent diameter 0.157 in Balance (%): 91 Share (%): 72 Bends radius 2.756 in hole Pos No of Bend Press Flow I!m Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 28 3 87 1.7 8.8 0.827 01 .0.079 0.938 8.6 2 38 0 83 1.6 8.6 0.827 0 1 0.079 0.958 11.2 3 55 0 78 1.6 8.4 0.827 0 1 0.079 0.991 15.8 4 72 0 73 1.5 8.1 0.827 0 1 0.079 1.022 21 5 89 0 69 1.5 7.9 0.827 0 1 0.079 1.053 26.9 6 106 0 65 1.4 7.7 0.827 0 1 0.079 1.082 33.5 7 123 0 62 1.4 7.5 0.827 0 1 0.079 1.11 41.1 8 138 0 59 1.4 7.3 0.827 0 1 0.079 1.132 49.1 9 150 0 58 1.4 7.2 0.827 0 1 0.079 1.148 56.9 EC 151 0 58 5.3 28.5 0.827 0 1 0.157 0.291 57.9 ASPIRE v 3.09.02 - Page 4/6 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/18/01 File als calcs 04.ASP 3 Flowrate 24.754 I/m Tube diameter 0.209 in 10 Length 144.5 ft Vent diameter 0.157 in 87 Share (%): 81 Bends radius 2.756 in hole Pos No of Bend Press Flow I/m Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 17 3 85 2.6 10.6 0.827 0_ 1 0.1 0.59 5.2 2 31.5 0 77 2.5 10.1 0.827 0 1 0.1 0.619 8 3 48.5 0 70 2.4 9.6 0.827 0 1 0.1 0.653 11.7 4 65.5 0 63 2.3 9.2 0.827 0 1 0.1 0.685 15.9 5 82.5 0 58 2.2 8.8 0.827 0 1 0.1 0.714 20.8 6 99.5 0 54 2.1 8.5 0.827 0 1 0.1 0.742 26.4 7 116.5 0 50 2 8.2 0.827 0 1 0.1 0.769 33.2 8 131.5 0 48 2 8 0.827 0 1 0.1 0.79 40.6 9 143.5 0 46 1.9 7.8 0,827 0 1 0.1 0.804 48.3 EC 144.5 0 46 4.8 19.2 0,827 0 1 0.157 0.327 49.5 ASPIRE v 3.09.02 - Page 5/6 Project AT&T/ALS Node Date 6/18/01 Pipe number 4 Flowrate No of Holes Balance (%): 9 90 Length Share (%): File 25.081 Um 102 ft 78 als caics 04.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2 756 in hole Pos No of Bend Press Flow Wm Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 10 1 97 2.8 11.2 0.827 01 0.1 0.552 3.8 2 17.5 0 93 2.8 11 0.827 0 1 0.1 0.564 5.3 3 32 3 79 2.5 10.1 0.827 0 1 0.1 0.613 8.8 4 55 0 71 2.4 9.6 0.827 0 1 0.1 0.648 14.5 5 67.5 0 67 2.3 9.3 0.827 0 1 0.1 0.665 18.2 6 74 0 65 2.3 9.2 0.827 0 1 0.1 0.674 20.6 7 88 0 62 2.3 9 0.827 0 1 0.1 0.689 26.7 8 101 0 60 2.2 8.8 0.827 0 1 0.1 0.701 34 EC 102 0 60 5.5 21.8 0.827 0 1 0.157 0.285 35 ASPIRE v 3.09.02 - Page 6/6 ASPIRE for Windows System Report 6/15/01 Project AT&T/ALS Node Street 12628 Interurban Ave. So. City Tukwila Region Washington Contact Zone VP -05 Floor DWG.Ref FP -2 Date 14 -June -2001. Installer Suppression Systems Inc. Calculated By Ken Murray, CET File als caics 05.ASP Comments Primary building smoke detection Actuates Pre -Action sprinklers; 2 zones Cheetah Fire Alarm System panel interface (HLI) Head Type: LaserPLUS Temperature 68 °F Filter Type VLP Filter Cartridge Absolute Pressure 1.01325 Bar FIRE Threshold 0.015415 %/ft Aspirator Setting 3600 RPM No of Pipes 4 System flowrate 87.4969 Um ASPIRE v 3.09.02 - Page 1/6 Project AT&T/ALS Node Date 6/15/01 System Summary File als caics 05.ASP Sector 1 2 3 4 5 6 7 8 Pipe length (ft) 165 190 94 110 First position (ft) 157.5 182.5 86.5 102.5 ' - No of Holes 9 9 9 9 Hole Spacing (ft) 1 1 1 1 Pipe Int. Dia. (in) 0.827 0.827 0.827 0.827 Tube Int. Dia.(in) 0.209 0.209 0.209 0.209 Hole Int. Dia. (in) 0.1 0.1 0.1 0.1 End Vent Dia.(in) 0.157 0.157 0.157 0.157 Hole % Balance 99 99 99 99 Hole % Share 77 77 77 77 Maximum Time 40 47 19 26 Ambient Press 0 0 0 0 Sector Press 140 140 140 140 Sector Flow (Um) 19.9 19 26.1 22.5 Sector % Share 22.8 21.7 29.8 25.7 Total Pipe Length: Total Number of Bends: Total Number of Capillaries: Total Capillary Length: 559ft 34 0 Oft ASPIRE v 3.09.02 - Page 2/6 Project AT&T/ALS Node Date 6/15/01 Pipe number 1 Flowrate No of Holes Balance (%): 9 99 Length Share (%): File 19.9181/m 165 ft 77 als calm 05.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow Um Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 157.5 8 46 1.9 9.8 0.827 0 1 0.1 0.694 35.5 2 158.5 0 46 1.9 9.7 0.827 0 1 0.1 0.699 35.8 3 159.5 0 45 1.9 9.6 0.827 0 1 0.1 0.702 36.2 4 160.5 0 45 1.9 9.6 0.827 0 1 0.1 0.706 36.6 5 161.5 0 44 1.9 9.6 0.827 0 1 0.1 0.709 37 6 162.5 0 44 1.9 9.5 0.827 0 1 0.1 0.711 37.6 7 163.5 0 44 1.9 9.5 0.827 0 1 0.1 0.714 38.2 8 164.5 0 44 1.9 9.5 0.827 0 1 0.1 0.715 39.1 EC 165 0 44 4.6 23.3 0.827 0 1 0.157 0.29 39.7 ASPIRE v 3.09.02 - Page 3/6 Project Date Pipe number No of Holes Balance (%): AT&T/ALS Node 6/15/01 File als calcs 05.ASP 2 Flowrate 18.96 urn Tube diameter 0.209 in 9 Length 190 ft Vent diameter 0.157 in 99 Share (%): 77 Bends radius 2.756 in hole Pos No of Bend Press Flow Ilm Flow Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 182.5 8 42 1.9 9.8 0.827 0 1 0.1 0.729 42.6 2 183.5 0 41 1.8 9.7 0.827 0 1 0.1 0.734 42.9 3 184.5 0 41 1.8 9.6 0.827 0 1 0.1 0.738 43.3 4 185.5 0 41 1.8 9.6 0.827 0 1 0.1 0.742 43.7 5 186.5 0 40 1.8 9.6 0.827 0 1 0.1 0.745 44.2 6 187.5 0 40 1.8 9.5 0.827 0 1 0.1 0.748 44.7 7 188.5 0 40 1.8 9.5 0.827 0 1 0.1 0.75 45.4 8 189.5 0 40 1.8 9.5 0.827 0 1 0.1 0.752 46.3 EC 190 0 39 4.4 23.3 0.827 0 1 0.157 0.305 47 ASPIRE v 3.09.02 - Page 4/6 Project AT&T/ALS Node Date 6/15/01 Pipe number 3 Flowrate No of Holes Balance (%): 9 99 Length Share (%): File 26.07 I/m 94 ft 77 els caics 05.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow ihn Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 86.5 2 79 2.5 9.7 0.827 0 1 0.1 0.532 16 2 87.5 0 78 2.5 9.7 0.827 0 1 0.1 0.535 16.2 3 88.5 0 77 2.5 9.6 0.827 0 1 0.1 0.538 16.5 4 89.5 0 76 2.5 9.6 0.827 0 1 0.1 0.54 16.8 5 90.5 0 76 2.5 9.5 0.827 0 1 0.1 0.542 17.1 6 91.5 0 75 2.5 9.5 0.827 0 1 0.1 0.544 17.5 7 92.5 0 75 2.5 9.5 0.827 0 1 0.1 0.546 18.1 8 93.5 0 75 2.5 9.5 0.827 0 1 0.1 0.547 18.7 EC 94 0 75 6.1 23.4 0.827 0 1 0.157 0.221 19.2 ASPIRE v 3.09.02 - Page 5/6 Project AT&T/ALS Node Date 6/15/01 Pipe number 4 Flowrate No of Holes Balance (%): 9 99 Length Share (%): File 22.488 Um 110 ft 77 als caics 05.ASP Tube diameter Vent diameter Bends radius 0.209 in 0.157 in 2.756 in hole Pos No of Bend Press Flow Um Flow % Pipe Diameter Tube Length Number Holes hole Diameter Sens Time 1 102.5 8 59 2.2 9.7 0.827 0 1 0.1 0.615 21.8 2 103.5 0 58 2.2 9.7 0.827 0 1 0.1 0.619 22.1 3 104.5 0 58 2.2 9.6 0.827 0 1 0.1 0.622 22.4 4 105.5 0 57 2.2 9.6 0.827 0 1 0.1 0.625 22.8 5 106.5 0 57 2.1 9.6 0.827 0 1 0.1 0.628 23.2 6 107.5 0 56 2.1 9.5 0.827 0 1 0.1 0.63 23.7 7 108.5 0 56 2.1 9.5 0.827 0 1 0.1 0.632 24.3 8 109.5 0 56 2.1 9.5 0.827 0 1 0.1 0.633 25 EC 110 0 56 5.2 23.3 0.827 0 1 0.157 0.257 25.6 ASPIRE v 3.09.02 - Page 6/6 ELECTRICAL SYSTEM NOTES : GENERAL NOTES: 1. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE. 2. ALL WIRING FOR THE CHEETAH SUPPRESSION SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2" ELECTRICAL METAWC TUBING (EMT) OR CONDUIT. 3. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. (NFPA 2001 ) 4. AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. 5. PAINT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. 6. IDENTIFY EACH COVER WITH POWER LIMITED FIRE ALARM CKT. 7. MAINTAIN 1" SEPARATION BETWEEN ALL POWER LIMITED AND NON POWER LIMITED CIRCUITS. 8. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72 , AS WELL AS ALL APPLICABLE LOCAL CODES. 9. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS /SAMPLING POINTS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 10. WHEN 17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL 11. CHEETAH SYSTEM WILL MONITOR AUTOMATIC FIRE SPRINKLER (TOTAL PAK) CONTROL PANEL FOR TROUBLE, SUPERVISORY, & WATER FLOW. 12. INSTALL LOCKOUT DEVICE AT 120VAC BREAKER. EXCLUSIONS e **WORK LISTED BELOW SHALL BE PROVIDED BY OTHERS OR UNDER OTHER SECTIONS OF THE PROJECT.** 1. 120 VAC POWER SUPPLY TO THE CHEETAH CONTROL PANEL AND VESDA POWER SUPPLIES. 2. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR LISTED CENTRAL ALARM STATION. 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. DRAWING INDEX FP- 1 - COVER SHEET AND NOTES FP- 2 - CHEETAH ADDRESS TABLE & BATTERY CALCULATIONS FP- 3 - VESDA DETECTION FLOOR PLAN FP- 4 - FIRE ALARM SYSTEM FLOOR PLAN FP- 5 - DETAIL SHEET FP- 6 - MULTI AND SINGLE LINE DIAGRAMS APPLICABLE CODES : NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM FIRE CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION SCOPE OF WORK TO FURNISH AND INSTALL DETECTION AND CONTROLS FOR PRE -ACTION ( TOTAL PAK) FIRE SPRINKLER SYSTEM. 1. 2. 3. 4. 6. 7. THE CHEETAH CONTROL PANEL SHALL HAVE BATTERY BACK-UP TO PROVIDE 24 HOURS OF STANDBY OPERATION WITH 5 MINUTES OF ALARM UNLESS NOTED OTHERWISE ON THE DRAWINGS AND THE BATTERY CALCULATIONS. INTERLOCK WIRING AND CONDUIT TO SHUTDOWN THE HVAC SYSTEM AND/OR DAMPERS (IF REQUIRED) WILL BE WIRED BY OTHERS. SUPPRESSION SYSTEMS INC. WILL PROVIDE RELAY CONTACTS AT CONTROL PANEL INTERLOCK WIRING AND CONDUIT TO CONNECT TO THE REMOTE FIRE ALARM SYSTEM (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. SUPPRESSION SYSTEMS INC. WILL PROVIDE RELAY CONTACTS LOCATED IN THE CONTROL PANEL. INTERLOCK WIRING AND CONDUIT TO SHUTDOWN EQUIPMENT (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. THE 120VAC CIRCUIT FOR THE CHEETAH CONTROL PANEL SHALL BE A DEDICATED CIRCUIT TO COMPLY WITH NFPA 72 SECTION 1-5.2.4 CURRENT ADDITION. ALL TERMINATION'S IN THE CONTROL PANEL SHALL BE PERFORMED BY SUPPRESSION SYSTEMS INC. VESDA PIPING SYSTEM NOTES 1. ALL PIPING TO BE 3/4" PLENUM RATED CPVC. 2. ALL VERTICAL PIPING GOING INTO VESDA UNITS WILL BE FIELD VERIFIED FOR LENGTH 3. C.T.S. DESIGNATES FIELD CUT TO SUIT 4. VESDA UNITS TO BE MOUNTED 60" TO CENTER FROM FINISHED FLOOR 5. PIPING TO BE MOUNTED TO THE BOTTOM OF PURLINS . PIPE NETWORK SHALL BE SUPPORTED EVERY 5'-0". 6. DE -BURR EACH SAMPLING HOLE AND ENSURE THAT EACH SECTION OF PIPE IS FREE OF OBSTRUCTION. 7. MOUNT AND SECURE PIPE IN ACCORDANCE WITH THE GUIDELINES IN VESDA INSTALLATION MANUAL. 8. SAMPLING PORTS SHALL BE LOCATED NO CLOSER THAN 3'-0" TO SUPPLY AND RETURN REGISTERS. 9. PIPING SYSTEM INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH GUIDELINES IN VESDA INSTALLATION MANUAL. LEGEND / PARTS LIST SYMBOL QUAN. PART # DESCRIPTION MANUFACTURE ENCLOSURE NOTES 1 10-052-R-1 CHEETAH CONTROL PANEL FIKE CUSTOM 6' AFF C.P. 2 NP18-12B 17.2 AH BATTERY YUASA BATTERY BOX 1 DSM -12/24 DUAL SYNC MODULE WHEELOCK CHEETAH PANEL 1 68-023 HIGH LEVEL INTERFACE FIKE CUSTOM 6' AFF H.L.I. 3 68-001 VESDA LASER PLUS DETECTOR FIKE CUSTOM V.P. 2 68-013 VESDA SCANNER,12 REALAYS, DISPLAY FIKE CUSTOM 1 68-015 VESDA SCANNER,12 REALAYS, DISPLAY, PROG. FIKE CUSTOM 2 68-039 VESDA POWER SUPPLY FIKE CUSTOM VPS 12 02-4622 12V, 12ah BATTERY FIKE VPS CABINET 9 55-023 DUAL RELAY MODULE FIKE 4S BOX OR 2 GANG R2M 22 55-020 FAST REPONSE CONTACT MODULE FIKE 4S BOX OR 2 GANG FRCM 7 BG -12 FIRE PULL STATION FIRE -UTE 4S BOX OR 2 GANG DEEP F 45 19 AS241575 W -FR NONSYNC/SYNC HORN/STROBE, 15/75 CANDELA WHEELOCK 4S BOX OR 2 GANG DEEP t 4 RS -241575W -FR E T ROBE, 15/75 CANDELA WHEELOCK 4S BOX OR 2 GANG DEEP *21 1 WM3T-24-VFR WEATHER PROOF STROBE, 117 CANDELA WHEELOCK WBB DEEP OP 1 63-0121 ANALOG PHOTOELECTRIC DETECTOR FIKE ® 9 63-1028 ANALOG THERMAL SENSOR FIKE 10 63-1020 4 " ANALOG SENSOR BASE FIKE 3-0 BOX 40 1 HF -24 ULTRAVIOLET FLAME DETECTOR FIKE 2 302-194 194° INTERIOR VERTICAL HEAT DETECTOR THERMOTECH 15 68-042 3/4" CPVC F'it'E (BOX QUAN. TOTAL 210' EACH) FIKE 17 68-043 9 ELBOW, (BOX QUAN.) FIKE 7 68-045 C.OUPLING (BOX QUAN) FIKE 1 68-047 END CAP (BOX QUAN) FIKE 5 68-048 TEE (BOX QUAN) FIKE 1 BY OTHERS FLOW SWITCH BY OTHERS (O 1 BY OTHERS LOW AIR SWITCH BY OTHERS L 1 BY OTHERS TAMPER SWITCH BY OTHERS © 1 BY OTHERS SOLENOID BY OTHERS S SUPPRESSION SYSTEM INC. STANDARD SYMBOL LEGEND (:FOR PART NUMBERS AND QUANTITIES SEE PARTS UST SHEET FP -1 )( If non standard sysmbol is used it will be calf MID CHEETAH CONTROL PANEL SINGLE HAZARD PANEL Chi EXTENDER PANEL HIGH LEVEL INTERFACE CHEETAH POWER SUPPLY 0330 BATTERY CABINET SOLENOID RELEASING MODULE AGENT RELEASE MODULE DUAL RELAY MODULE »jet SUPERVISED OUTPUT MODULE FAST RESPONSE CONTACT MODULE VESDA LASER PLUS PANEL VESDA POWER SUPPLY PHOTOELECTRIC DETECTOR ; SHEAT DETECTOR Q IONIZATION DETECTOR itre XXX° HEAT DETECTOR • DUCT DETECTOR 0 ELECTRIC ALARM BELL WEATHER-PROOF STROBE STROBE HORN / STROBE 360° FM -200 DISCHARGE NOZZLE JUNCTION BOX FM -200 MAINTINANCE BYPASS SWITCH IISION FLOW SWITCH 41110.101. PRE -ACT out on the drawing ) 1E, AUDIBLE LOOP # AND DEVICE # PRE -ACTION LOW AIR SWITCH END OF LINE RESISTOR REFERENCE NOTE NUMBER E FIRE ALARM PULL STATION Ca FM -200 MANUAL RELEASE PULL STATION GI FM -200 MANUAL ABORT STATION FM -200 CYUNDER 180° FM -200 DISCHARGE NOZZLE t PRE -ACTION SOLENOID v PRE -ACTION TAMPER SWITCH VESDA SAMPLING PORT VESDA DROP SAMPLING PORT S.S.I. SPECIAL ORDER SIGN COMM, LOOP # AND DEVICE ADDRESS EXTENDER PANEL LOOP # AND DEVICE # 12628 INTERURBAN AVE S 01-F-231 RE -ISSUE WITH FIRE DEPARTMENT AND ARCHITECTECT CORRECTIONS. J6Pao Division Fike Corporation nl SUPRESSION SYSTEMS, INC. SPECK FIRE PROTECTION 4417 PACIFIC 136HWAYEAST TACOIAA, WA 984242611 BUS: 25 3-928-3300 FAX: 2534926-3308 DATE: 06/15/01 DRAWN: RSS CHECKED: NR APPROVED BY: KM PROJECT NAME: AT&T/A.L.S. 12628 INTERURBAN AVE. SO, BLDG. "C" TUKWILA, WA SCALE: AS NOTED NO, DATE REVISION BY 10/15/01 ARCH I F.O. CHANGES VJO SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS COVER SHEET AND NOTES JOB NUMBER: 0120 FP ` 016 PLETE\0120-ATT ALS\FP-DRAWING\0120-FP-2-R1.dwg, 10/30/01 10:15:51 AM ADDR.�rY�,r- DEVICE ASS CI 1ONS ZONE NOTES 1-001 FRCM - MANUAL FIRE PULL STATION 1 VESTIBULE DOOR 1-002 FRCM - DUCT DETECTOR 1 AC UNIT #2 1-003 FRCM - DUCT DETECTOR 1 AC UNIT #1 1-004 1-005 1-006 PHOTOELECTRIC DETECTOR 1 ELECTRICAL ROOM 1-007 1-008 1 RECEIVING ROOM DOOR 1-009 FRCM - ROOF TOP UNIT 1 R.T.U. #1 1-010 1-011 FRCM - DUCT DETECTOR 1 AC UNIT #7 1-012 FRCM - DUCT DETECTOR 1 AC UNIT #6 1-013 FRCM - MANUAL FIRE PULL STATION 1 CPA ROOM 1-014 FRCM - DUCT DETECTOR 1 AC UNIT #5 1-015 FRCM - ROOF TOP UNIT 1 R.T.U. #2 1-016 R2M - PREATION SOLENOID 1 FIRE RISER ROOM 1-017 FRCM - PREATION FLOW SWITCH 1 FIRE RISER ROOM 1-018 FRCM - PREATION LOW AIR SWITCH 1 FIRE RISER ROOM 1-019 FRCM - PREATION TAMPER SWITCH 1 FIRE RISER ROOM 1-020 1 EQUIPMENT ROOM 1-021 FRCM - DUCT DETECTOR 1 AC UNIT #3 1-022 FRCM - DUCT DETECTOR 1 AC UNIT #4 1-023 HEAT DETECTOR 1 UNUSED SPACE 1-024 HEAT DETECTOR 1 UNUSED SPACE ►1-025 FRCM -194° THERMAL DETECTOR 1 GENERATOR ROOM '1-026 FRCM - ULTRAVIOLET DETECTOR 1 GENERATOR ROOM '1 027 FRCM - 194° THERMAL DETECTOR 1 GENERATOR ROOM -028 HEAT DETECTOR 1 UNUSED SPACE -029 HEAT DETECTOR 1 UNUSED SPACE I 1-030 HEAT DETECTOR 1 UNUSED SPACE 1-031 HEAT DETECTOR 1 UNUSED SPACE / 1-032 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 1 1-033 HEAT DETECTOR 1 UNUSED SPACE -034 HEAT DETECTOR 1 UNUSED SPACE 1-035 HEAT DETECTOR 1 UNUSED SPACE 1-036 FRCM - MANUAL FIRE PULL STATION 1 UNUSED SPACE 1-037 FRCM - MANUAL FIRE PULL STATION 1 GENERATOR ROOM 1-038 1-039 1-040 R2M - FIRE SMOKE DAMPER #01 & #02 1 VESTIBULE 1-041 R2M - FIRE SMOKE DAMPER #03 & 1 SWITCH ROOM 1-042 R2M - FIRE SMOKE DAMPER #05 & #06 1 SWITCH RECEIVING ROOM 1-043 R2M - FIRE SMOKE DAMPER #07 & #O8 1 RE:CEIV NG ROOM ' 1-044 R2M - FIRE SMOKE DAMPER #09 & #10 1 CPA ROOM 1-045 R2M - FIRE SMOKE DAMPER #11 & #12 1 CPA ROOM 1-046 R2M - FIRE SMOKE DAMPER #13 & #14 1 GENERATOR ROOM 1-047 R2M - FIRE SMOKE DAMPER #15 1 GENERATOR ROOM -048 1 2-098 1-050 2-099 1-051 2-100 1-052 2-101 1-053 2-102 1-054 2-103 1-055 2-104 1-056 2-105 1-057 2-106 1-058 2-107 1-059 2-108 1-060 2-109 1-061 2-110 1-062 2-111 1-063 2-112 1-064 2-113 1-065 2-114 1-066 2-115 1-067 2-116 1-068 2-117 1-069 2-118 1-070 2-119 1-071 2-120 1-072 2-121 1-073 2-122 1-074 2-123 1-075 2-124 1-076 2-125 1-077 2-126 1-078 2-127 1-079 1-080 1-081 1-082 , 1-083 1-084 1-085 1-086 1-087 1-088 ADDR. DEVICE ASSOCIATIONS ZONE NOTES 1-089 1-090 1-091 1-092 1-093 1-094 1-095 1-096 1-097 1-098 1-099 1-100 1-101 1-102 1-103 1-104 1-105 1-106 1-107 1-108 1-109 1-110 1-111 1-112 1-113 1-114 1-115 1-116 1-117 1-118 1-119 1-120 1-121 1-122 1-123 1-124 i 1-125 1-126 1-127 2-001 2-002 2-003 r 2-004 2-005 2-006 2-007 2-008 2-009 2-010 2-011 2-012 2-013 2-014 2-015 2-016 2-017 2-018 2-019 2-020 2-021 2-022 2-023 2-024 2-025 2-026 2-027 2-028 2-029 2-030 2-031 2-032 2-033 2-034 2-035 2-036 2-037 2-038 2-039 2-040 2-041 2-042 2-043 2-044 2-045 2-046 2-047 2-048 ADDR. DEVICE ASSOCIATIONS ZONE NOTES 2-049 2-050 2-051 2-052 2-053 2-054 2-055 2-056 2-057 2-058 2-059 2-060 2-061 2-062 2-063 2-064 2-065 2-066 2-067 2-068 2-069 2-070 2-071 2-072 2-073 2-074 2-075 2-076 2-077 2-078 2-079 2-080• 2-081 2-082 2-083 2-084 2-085 2-086 2-087 2-088 2-089 2-090 2-091 2-092 2-093 2-094 2-095 2-096 2-097 2-098 2-099 2-100 2-101 2-102 2-103 2-104 2-105 2-106 2-107 2-108 2-109 2-110 2-111 2-112 2-113 2-114 2-115 2-116 2-117 2-118 2-119 2-120 2-121 2-122 2-123 2-124 2-125 2-126 2-127 HEET CSC SLM CRM4 COMMUNICATION LOOP AUXILIARY POWER SYSTEM TOTALS COMMUNICATION CURRENT 55-020 FRCM 55-021 SOM 55-022 SRM 55-023 R2M DETECTORS SUB -TOTALS H CO R * L M BATTE STANDBY CURRENT 0.250 A 0.000 A 0.000 A 0.020 A 0.000 A 0.270 A X 24 HR 6.480 AH NOTIFICATION CIRCUIT CURRENT QTY 00 19 04 00 01 BELL HORN / STROBE STROBES STROBES WEATHER VESDA H.L.I. SUB -TOTALS HOURS STANDBY MINUTES ALARM BATTERY DERATING STANDBY CAPACITY MINIMUM BATTERY SIZE BATTERIES SUPPLIED COMMUNICATION LOOP ( 22 )( 0.46ma )=0.010 A (00)(0.32ma)=0.000A ( 00 )( 0.27ma )=0.000 A ( 09 )( 0.54ma )=0.005 A ( 10 )( 0.50ma )=0.005 A 0.020 A STANDBY 000ma 000ma 000ma 000ma 000ma TOTAL (QTY 0.000 A 00 0.000 A 19 0.000 A 04 0.000 A 00 0.000 A 01 0.000 A 24 HR 010 MIN. 020 % (6.480 AH )+( 0.236 AH) = 6.716 AH (6.716 AH )( 1.2) = 8.059 AH 17.2 AH TIONS ALARM CURREN 0.250 A 0.000 A 0.010 A 0.020 A 2.562 A 2.842 A X 0.083HR 0.236 AH AUXIUARY POWER N/A ( 00 )( 0.53ma )=0.000 A (00)(10.Oma)=0.000A N/A N/A 0.000 A ALARM 030ma 102ma 156ma 088ma 190ma TOTAL 0.000 A 1.938 A 0.624 A 0.000 A 0.190 A 2.752 A awe Division Me Coirionnion SUPPESSION SYSTEMS, INC. SPECIAL HAZARD FSE PROTECIICNI 4417 PACIFIC FIGHWAY EAST TACOMA, WA 98424-2611 eus253-926-3300 FAX 253-926-3306 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT& T/A.L.S. e( -f.--25( 12628 INTERURBAN AVE. SO. BLDG. V TUCKWILA, WA SCALE: AS NOTED NO. DATE REVISION BY 1 10/15/01 ARCH / F.D. CHANGES V.10 SHEET TTTLE: FIRE SUPPRESSION & DETECTION SYSTEMS ADDRESS LOG & CALCULATIONS JOB NUMBER: 0120 FP) 01/ 6 \COMPLETE\0120-ATT-ALS\FP-DRAWING\0120-FP-3&4-R1.dwg, 10/31/01 09:21:30 AM i V ra=wwwr��� �w�w F111111 taw ir or.sra NMI PAM moms Ill AIR -I--- - - j------ i A I --- 6'-5"! 2'-1 I VP -6-4 UNUSED SPAC 110 -- I -{--------I-------------------H i: ►�w:w:w:w:w:w:w:v�:w:w:�:w:w:w �:� w:w:w:, y w:•v:�:r:�:w:w:w:w:w:w�w: ►:.: 1 t .D11�iL j L I I CHAS 14_ 1--L_ '•�' E RISER ROOM 108 11-0" ELECT ROOM 49'-9' VESDA DETECTION FLOOR PLAN VESDA PIING SYSTEM! NOTES 1. ALL PIPING TO BE 3/4" PLENUM RATED CPVC. 2. ALL VERTICAL AND UNMARKED PIPING WILL BE FIELD VERIFIED FOR LENGTH 3. C.T.S. DESIGNATES FIELD CUT TO SUIT 4. VESDA UNITS TO BE MOUNTED 60" TO CENTER FROM FINISHED FLOOR 5. PIPING TO BE MOUNTED TO THE BOTTOM OF PURLINS PIPE NETWORK SHALL BE SUPPORTED EVERY 4'-0". 6. DE -BURR EACH SAMPLING HOLE AND ENSURE THAT EACH SECTION OF PIPE IS FREE OF OBSTRUCTION. 7. MOUNT AND SECURE PIPE IN ACCORDANCE WITH THE GUIDELINES IN VESDA INSTALLATION MANUAL 8. SAMPLING PORTS SHALL BE LOCATED NO CLOSER THAN 3'-O" TO SUPPLY AND RETURN REGISTERS. 9. PIPING SYSTEM INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH GUIDELINES IN VESDA INSTALLATION MANUAL. 10. SEE SHEET FP -5 FOR SUGGESTED MOUNTING METHODS. 11. VP -1 - VESDA LASER DETECTOR FOR RTU #1 & #2 RTU #1 - VP1-4 RTU #2 - VP1-2 VP -2 - VESDA LASER SCANNER FOR CEILING DETECTION VP -3 - VESDA LASER DETECTOR FOR AC UNITS #5, #6, #7 AC UNIT #5 - VP3-2 AC UNIT #6 - VP3-4 AC UNIT #7 - VP3-3 VP -4 - VESDA LASER SCANNER FOR CEIUNG DETECTION VP -5 - VESDA LASER DETECTOR FOR AC UNITS #1, #2, #3, #4 AC UNIT #1 - VP5-3 AC UNIT #2 -VP5-4 AC UNIT #3 - VP5-1 AC UNIT #4 - VP5-2 VP -6 - VESDA LASER SCANNER FOR CEILING DETECTION 12. IN THE VESTIBLE AND THE REST ROOMS ONE OF THE TWO SAMPLING POINTS SHALL SAMPLE ABOVE THE CEIUNG THE OTHER SHALL SAMPLE BELOW THE CEILING. THE POINT ABOVE THE CEILING SHALL BE DRILLED DIRECTLY INTO THE BOTTOM OF THE VESDA PIPE. THE SAMPUNG POINT BELOW THE CEIUNG SHALL BE 3/4" CPVC DROP WITH A MINIATURE SAMPLING POINT. 13. VESDA SAMPLING POINT A SIZES ARE AS FOLLOWS: VP1-2 - PIPE - 0.20" END CAP -0.20" VP1-3 - PIPE -0.20" END CAP -0.20" VP2-2 - PIPE - 0.09" END CAP -0.21" VP2-3 - PIPE - 0.09" END CAP -0.18" VP2-4 - PIPE - 0.09" END CAP - 0.18" VP3-2 - PIPE - 0.12" EI'1D CAP - 0.20" VP3-3 - PIPE - 0.12" END CAP - 0.20" VP3-4 - PIPE - 0.12" END CAP -0.20" VP4-2 - PIPE - 0.08" END CAP - 0.20" VP4-3 - PIPE - 0.08" END CAP - 0.23" VP4-4 - PIPE - 0.12" END CAP - 0.20" ND END CAP DRILL RTU #1 RTU #2 SOUTH CEILING AC UNIT #5 AC UNIT #7 AC UNIT #6 NORTH CEILING 13. VESDA SAMPLING POINT AND END CAP DRILL SIZES ARE AS FOLLOWS CONTINUED: VP5-1 - PIPE - 0.12" AC UNIT #3 END CAP - 0.20" VP5-2 - PIPE - 0.12" AC UNIT #4 END CAP - 0.20" VP5-3 - PIPE - 0.12" AC UNIT #1 END CAP - 0.20" VP5-4 - PIPE - 0.12" AC UNIT #2 END CAP - 0.20" VP6-2 - PIPE - 0.12" CENTRAL CEILING END CAP -0.20" VP6-3 - PIPE - 0.08" END CAP - 0.22" VP6-4 - PIPE - 0.09" END CAP -0.22" 14. VESDA DRILL SIZE SUMMARY: 0.08" 0.09" 0.12" 0.18" 0.20" 0.21" 0.22" 0.23" 60" V.P.-4 VPS -1 BATTERY BOX V.P.-5 V.P.-2 V.P.-3 VPS -2 BATTERY BOX V.P.-6 VESDA PANEL ELEVATION ftc -Protection systems Division Me Corporation SUPRESSION SYSTEMS, INC. SPECIAL HAZARD RRE PROTECTION 4417 PACRIC HIGHWAY EAST TACOMA, WA 96424.2611 BUS: 253426 300 FAX: 253284308 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT&T/A.L.S. D( -F 3( 125 INTERURBAN AVE. SO. BLDG. 'C" TUKWILA WA. SCALE: AS NOTED NO. DATE REVISION BY 1 10/15/01 ARCH / F.D. CHANGES VJD SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS • VESDA DETECTION FLOOR PLAN JOB NUMBER: 0120 FP4 a/ 6 FilesiCOMPLETE\0120-ATT-ALS\FP-DRAWING10120-FP-3&4-R1.dwg, 10;30/01 FSD-05 I 1 '-AUD 21 1. �" I I I 1 1 e® 1 I rZ ' I I I I 1 1 , 2 -1 I I MI 1 1 i ! I } I 1 .t, [ J, f .." -- 10- -1 , I I j I 1 I1 I I 1 1 I 1 1 rR jrU 2 j i j j rid IT -,fill I rillI+� , �:t•r� 1-0 5 EQUIPMENT, ROOM 1 r � p r---- -0451I.F-ia51 • --I — :FSD-14 FSS 131741,7 * 741r 41V .�� 1 1-025 '►' 2 111oj -018 1-019 ELECT ROOM SHEET NOTES: ® RS -232 CONNECTOR FROM CHEETAH PANEL P3 JACK 3 TO HIGH LEVEL INTERFACE P3. 2 24VDC FROM CHEETAH PANEL AUX POWER SUPPLY. 3 VNET "B" TO VNET "A" VESDA PANEL ® SEE DETAILS FP -5 FOR MULTI VESDA WIRING AND POWER SUPPLY WIRING. 0 VP -1 - LASER PLUS DETECTOR VP -2 - LASER PLUS SCANNER VP -3 - LASER PLUS DETECTOR VP -4 - LASER PLUS SCANNER VP -5 - LASER PLUS DETECTOR VP -6 - LASER PLUS SCANNER © MONITOR AHU AS FOLLOWS: AC UNIT #2 - FRCM -1-002 AC UNIT #1 - FRCM -1-003 AC UNIT #7 - FRCM - 1-011 AC UNIT #6 - FRCM -1-012 AC UNIT #5 - FRCM -1-014 AC UNIT #3 - FRCM - 2-002 AC UNIT #4 - FRCM - 2-003 ( MONITOR ROOF TOP UNITS AS FOLLOWS: RTU #1 - FRCM -1-009 RTU #2 - FRCM -1-015 THE WEATHER PROOF STROBE IS SUPPUED BY SSI AND SHALL. BE ACTIVATED FROM THE TOTAL PAK FIRE SPRINKLER PANEL AT THIS LOCATION THERE WILL ALSO BE A 10" BELL SUPPUED BY OTHERS AND ACTIVATED BY THE TOTAL PAK FIRE SPRINKLER PANEL SHEET NOTES 90 FIRE SMOK FSD #01 FSD #03 FSD #05 FSD #07 FSD #09 FSD #11 FSD #13 FSD #15 CONTINUED: E DAMPER SHUTDOWN AS FOLLO'TS: & 02 - R2M -1-040 &04-R2M-1-041 &06-R2M-1-042 &08-R2M-1-043 &10-R2M-1-044 &12-R2M-1-045 &14-R2M-1-046 -R2M-1-047 FIRE ALARM SYSTEM FLOOR PLAN SCALE : 1/8" = 1 r .. 0" 0 O Protection Systema Division Ma Corporation s 1 SUPRESSION SYSTEMS, INC. SPECIAL HAZARD FIREPROTECTION 4417 PACK HIGHWAY EAST TACOMA, WA 98424-2611 BUS: 253426.3300 FAX: 253-9263306 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT & T / A.LS. 126 INTERURBAN AVE. SO. BLDG. 'C TUKWILA WA. SCALE AS NOTED NO. DATE REVISION BY 1 10/15/01 ARCH / F.D. CHANGES VJD AFTITLE I SUPPRESSION & DETECTION SYSTEMS FIRE ALARM SYSTEM FLOOR PLAN JOB NUMBER: 0120 FP4 of/ 6 Files COMPLETE\0120-ATT-ALS\FP-DRAWING\0120-FP-5-R1.dwg, 10/30/01 10:35:19 AM NORMALLY OPEN DEVICES: ABORT SWITCH PULL STATION MAINTENANCE BYPASS SWITCH PRE -ACTION TAMPER SWITCH -UM PRE -ACTION FLOW SWITCH Z EBI BLUE (IN - ) YELLOW (IN + ) TERMINAL FORKS NORMALLY OPEN DEVICE Ix m BLUE (- OUT TO NEXT DEVICE ) YELLOW ( + OUT TO NEXT DEVICE ) FRCM BLUE (IN - ) YELLOW (IN + RED(IN +) 0 0 BLUE (- OUT TO NEXT DEVICE ) YELLOW (+ OUT TO NEXT DEVICE ) BLACK (IN - BLACK (- OUT TO NEXT DEVICE ) RED ( + OUT TO kT DEVICE ) ORANGE (IN + ) BROWN (IN - ) YELLOW (IN + BLUE (IN - ) BLUE (IN - ) YELLOW (IN + ) OI corns HOT NUTRAL CONTACT RATING 110 VAC 0.5A 30VDC 2A A.H.U. SHUTDOWN AND/OR FIRE/SMOKE --- DAMPER CONTROLS (USE SEPERATE SHUTDOWN CKTS) BLUE (IN - BLUE (- OUT TO NEXT DEVICE ) YELLOW (IN + YELLOW (+ OUT TO NEXT DEVICE ) 3" OCTAGONAL BOX 4" BASE CONDUIT MOUNTING SURFACE HEAD F.R.C.M. NORMALLY OPEN CONTACTS S.O.M. DETAIL R2M DETAIL PHOTO / IONIZATION DETECTOR PHOTOELECTRIC DETECTOR 4" BASE MOUNTING DETAIL ADAPTER PLATE 4" BOX CONDUIT MOUNTING SURFACE SENSOR TUBE TRUE CEILING 3" OCTAGONAL BOX WITH PLASTER RING 4" BASE 11111111111111111111111.11111111 111011111111111111 CONDUIT HEAD VESDA * VNET = RS -485 (BELDON 9842) * VNET SHALL ONLY BE USED FOR VESDA DETECTOR LOOP. NOTE: THE VNET MUST FORM A LOOP. THE LAST VESDA DETECTOR VNET-B MUST (30 BACK TO VNET-A ON THE H.LI. a RS -232 CONNECTOR FROM CHEETAH PANEL P3 JACK 3 TO H.LI. P3. 024VDC FROM CHEETAH PANEL AUX. POWER SUPPLY. ()VNET B TO VNET-A. ®OUTPUT 1 24VDC TO POWER INPUT 1ST VESDA DETECTOR. ()OUTPUT 2 24VDC TO POWER INPUT 2ND VESDA DETECTOR. ©OUTPUT 3 24VDC TO POWER INPUT 3RD VESDA DETECTOR. ',:SDA POWER ' LY Q(+) 0 ()SHREW Q(+) 0 °SHIELD ( - ) VNET-A (1VESDA B DETECTOR POWER * VNET - RS -485 (BELDON 9842) * VNET SHALL ONLY BE USED FOR VSEDA DETECTOR LOOP. * CONNECT SHIELD ONLY ON TERMINAL PROVIDED. NOTE: THE VNET MUST FORM A LOOP. THE LAST VESDA DETECTOR VNET-B MUST GO BACK TO VNET-A ON THE H.LI. 1®VNET-A IN FROM VNET-B FROM H.LI OR PREVIOUS VESDA DETECTOR ®VNET-B OUT TO VNET-A NEXT VESDA DETECTOR OR H.LI VNET-A 024VDC POWER INPUT FROM CHEETAH PANEL OR VESDA POWER SUPPLY 0+ IN O - °+IN OUT 24VDC 0- OUT RS -232 O(+1 O(-) VNET-A °SHIELD Q(+) O(-) VNET- ()SHIELD HIGH LEVEL INTERFACE * CONNECT SHIELD ONLY ON TERMINAL PROVIDED. 1024VDC POWER FROM CHEETAH PANEL RS -232 CONNECTCR FROM CHEETAH PANEL P3 JACK 3 ®VNET-A IN FROM LAST VESDA DETECTOR ®VNET-B OUT TO FIRST VESDA DETECTOR THERMAL DETECTOR MOUNTING DETAIL ANALOG THERMAL DETECTOR 4" BASE MOUNTING DETAIL VESDA DETECTOR CIRCUIT WIRING DETAIL VESDA DETECTOR WIRING DETAIL VESDA POWER SUPPLY IJ Q Co I3 Col +� OUTPUT +) OUTPUT 2 +) OUTPUT TO 12CNAC CONNECTED TO DEDICATED BRANCH CIRCUIT FOR FIRE ALARM USE ( - ) BAT (+) VESDA PIPE NORK VESDA TTERY BOX NOTE: 2-24VDC, 12 AMP HOUR BATTERIES REQUIRED PER VESDA LASER PLUS, VESDA SCANNER OR 2 VESDA COMPACT UNITS. ()24VDC POWER UMITED OUTPUT 1 TO VESDA DETECTOR 024VDC POWER UMITED OUTPUT 2 TO VESDA DETECTOR 24VDC POWER UMITED OUTPUT 3 TO VESDA DETECTOR VESDA POWER SUPPLY WIRING DETAIL VESDA SAMPLING PORT MOUNTED ON OUTSIDE OF UNIT ON STANDOFFS 1"- 8' FROM GRILL 2X4 SUB-PUAUN--\ \/ \\//,;:/7///// ///,%;/ / •// /24.;/17•1;:;//1;7/7-.' /�//J/ / y// A.T.R. .`` \•N \` 15" PURLIN \\ UNISTRUT [7 -PIPE CLAMP VESDA SAMPLING POR VESDA PIP NOTE: VESDA PIPE MUST BE SUPPORTED EVERY 4 ft. VESDA COMPACT MULTI—UNIT A.H.U. SAMPLING DETAIL COMM (IN +) COMM (IN - ) COMM (IN -) r COMM ( IN + ) R2M MODULE WIRING FOR GLOBAL SHUTDOWN OF FIRE SMOKE DAMPERS CONTACT RATING 110 VAC 0.5A 30 VDC 2A R2M DAMPER DEATIL VESDA SAMPLING PORT & DROP SAMPLING PORT DETAIL ELEVATION NOTES: ti 1) FRCM SHALL BE MOUNTED BEHIND INPUT DEVICES. 2) SOM SHALL BE MOUNTED AT THE SAME ELEVATION AS THE INDICATING DEVICE. CHEETAH PANEL 60" HEVE LEVEL L INTERFACE VESDA LASER PWS SCANNER VESDA LASER PLUS DETECTOR )T TO 96" � NO EXCEED 4 " 80" (ADA) GENERAL ELEVATIONS DSM HIGH LEVEL INTERFACE WIRING DETAIL SYNC ( - ) SYNC (+)® r+)OUT 1 �(+)IN1 MINUS 1 r.:rlA,rn r► ®r''IF Mir NI. B+ TB5 (+)AUDIBLE e (-) AUDIBLE 0/7`+)OUT 2 -�(+)IN2 ( MINUS 2 dl. dl. dl.dl. VW NY NI 11111/ 5+ B- TB6 CONTROL PANEL P/N 71245 A/S HORN/STROBE SYNC MODULE (DUAL) VI A/S HORN/STROBE A/S STROBE A/S STROBE HORN/STROBE & STROBE WIRING DETAIL EOL 4.7 K EOL 4.7 K at< • J Protection Systems Division Fake Corporation SUPRESSION SYSTEMS, INC. SPECIAL HAZARD FRE PROTECTION 4417 PACFIC HIGHWAY EAST TACOMA, WA 98424.2611 BUS: 253.3300 FAX 253426.3308 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT &T / A. LS. 0(-1- 12628 INTERURBAN AVE. SO. BLDG. "C" TUKWILA, WA SCALE: AS NOTED NO. DATE REVISION BY 10/15/01 ARCH / F.D. CHANGES VJD SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS DETAILS SHEET JOB NUMBER: 0120 FP of/6 BY OTHERS TROUBLE ALARM GENERAL ALARM SUPERVISORY GRAPHIC PANEL p oa00a0000a00 W1 CRM4-1 AUX + IN AUX-IN AUX + OUT AUX-OUT RS -232 R8.485 r" HIGH LEVEL INTERFACE BELDON 485 CABLE AUX + IN AUX - IN AUX + OUT AUX-OUT RS • 232 RS• 485 VESDA DETECTOR #VP -1 rrrI r I=Ii' II BELDON �`� +)24VDCOur SUPPLY .) 24VDC OUT 485 CABLE r...._ AUX + IN 1 Aux.IN I I AUX+OUT I AUX-OUT RS - 232 jj 88.485 VESDA DETECTOR #VP -4 1011111111111,0111 11 (+) 24VDC OUT •) 24VDC OUT VESDA (+) 24VDC OUT POWER (•) 24VDC OUT - ------------ -------------—-------- -- SUPERVISED DUCT DETECTOR 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS ll- fxl T 111 AUX + IN AUX - IN AUX + OUT AUX - OUT RS •232 RS• 485 VESDA DETECTOR #VP -5 BELDON 485 CABLE Oa TITO TOM NS MT MONITIOIMMOiNOITIONNIOVO.IT OMINIONO•OMONT ONTO SUPERVISED PULL STATION 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE 100 OHMS Owe NAM o SUPONISORY mum 0ACPOMP o *IMO OUNCE osuPowesonv shoe ',ROUBLE swim FRCM NO Oa ‘0110010410011.0111.01•01.110011111. p --p PULL STATION 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS HORN/STROBE, __GEM STROBE TYPICAL 10K , .25W, E.O.L. HORN/STROBE, STROBE TYPICAL 10K , .25W, E.O.L. 0 • TRANSFORMER 120V PNL# CKT# 17.2 AH 17.2 AH 120VAC INPUT POWER WIRING BY OTHERS - VERIFY WIRE COUNT 24V SOLENOID AUX + IN AUX - IN AUX +OUT AUX-OUT RS -232 RS - 485 (+) 24VDC OUT L(-)24VDC OUT (+) 24VDC OUT -) 24VDC OUT (+) 24VDC OUT (.----t -) 24VDC OUT VESDA DETECTOR #VP -2 VESDA POWER SUPPLY TO.101•111.1•0 Mir PHOTOELECTRIC DETECTOR AUX +IN AUX-IN AUX + OUT AUX - OUT RS -232 RS . 485 a•••••••.- VESDA DETECTOR #VP -3 BELDON _ 485 CABLE _ SUPERVISED RTU DUCT DETECTOR 100K , E.LO. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS AUX + IN AUX - IN AUX + OUT AUX-OUT RS •232 RS -485 VESDA DETECTOR #VP -6 SUPERVISED ULTRAVOILET DETECTOR 100K , E.L.O. RESISTOR MAX. UNE IMPEDANCE : 100 OHMS HEAT DETECTOR (USE SEPERATE SHUTDOWN CKTS) TYPICAL MULTILINE WIRING DIAGRAM CHEETAH PANEL 1-001 TO AC #2 DUCT DETECTOR TO AC #1 DUCT DETECTOR T MONITOR RTU #1 K TO AC #7 DUCT DETECTOR K TO AC #6 DUCT DETECTOR K TO AC #5 DUCT DETECTOR K TO MONITOR RTU #2 1-016 R2M _J "vi HOT NUTRAL s.R A.H.U. SHUTDOWN AND/O FIRE/SMOKE DAMPER CONTROL 0 P4 0 0 0 0 0 0 P1 00 P2 P5 ( BLACK) - AUX POWER LOOP #1 NEGATIVE (RED) -AUX POWER LOOP #2 POSITIVE P6 LOOP 1 0 0 0 0 + + 0 00 0 LOOP 2 P7 ( BLUE) - COMMUNICATION LOOP #1 NEGTT VE ( YELLOW) - COMMUNICATION LOOP #1 POSTTNE (BLUE) - COMMUNICATION LOOP #2 NEGITNE ( YELLOW) - COMMUNICATION LOOP #2 POSITIVE P8 0 1- + 0 0 0 + + 0 0 0 0 P9 ( BROWN) - AUDIBLE LOOP #1 NEGITIVE ( ORANGE)-AUT1;;'LE LOOP #1 POSITIVE ( BROWN) - AUDIBLE LOOP #2 NE3TTNE ( ORANGE) - AUDIBLE LOOP #2 POSITIVE CHEETAH PANEL CONTACT DETAILS K CHEETAH PANEL TO K I, =SD 1-047 R2M K TO -SD SINGLE LINE WIRING DIAGRAM 1-022, FRCM— TO AC #4 DUCT DETECTOR C 1-021 FRCM C K TO AC #3 DUCT DETECTOR C , D M , N YELLOW + DETECTION BLUE - DETECTION A , B G , H RED + AUX POWER BLACK - AUX POWER R RED + RES. AUX POWER BLACK - RES. AUX POWER J P BELDON 485 CABLE RS 232 CABLE E , F K ORANGE + OUTPUT BROWN - OUTPUT S RED + 24VDC BLACK - 24VDC ADDRESSABLE WIRE LEGEND #14 SOLID ['kat LJ Protection Systems Division Fike SUPRESSION SYSTEMS, INC. SPEC HAZARD FIRE PROTECTION 4417 PACS HIGHWAY EAST TACOMA, WA 913424.2611 BUS: 2534926.3300 FAX: 253.9283306 DATE: 06/15/01 DRAWN: RSS CHECKED: NMR APPROVED BY: KM PROJECT NAME: AT&T/2'( 12628 INTERURBAN AVE SO. BLDG. "C TUCWILA, WA SCALE: AS NOTED NO. DATE REVISION BY 1 10/15/01 ARCH / F.D. CHANGES VJD SHEET TITLE: FIRE SUPPRESSION & DETECTION SYSTEMS SINGLE AND MULTI LINE DIAGRAMS JOB NUMBER: 0120 1. 94k li WWW. Kir yelectric.co 0 {;d hour Comments AsNoted in Red Per. ie Attached Letter plans have been reviewed by The Tukwila Fire ration Bureau for conformance with current City Acc,.;pr inr: is subject: to errors and :torr+ vithlth :o not . uWorize violations of adopted ?rds and ordinanc2s. The responsibility for the 'Fact' of design rest • totally with the designer, oris, deletions or revisions to these drawings after wi i v id thIs gcceptance and will require a mittai of revised drawings for subsequent approval. si acceptance Is subject to field test and Inspection by e Tukwila Fire Prevention Bureau. -Gate: 3." )7°- I By: I ( 1 CJl4!NILA FIRE DEPARTMENT Piepse call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval, NOTICE ICE 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 SIL JOB CONTACTS GENERAL PROJECT INFORMATION PAUL HOSKINS PAULH©KIRBYELECTRIC.COM DRAWING/DESIGN INFORMATION VITALY KALCHIK VITALYOKIRBYELECTRIC.COM TECHNICIAN SCHEDULING PAUL HOSKINS PAULHOKIRBYELECTRIC.COM FIRE ALARM PLAN 0 {;d hour Comments AsNoted in Red Per. ie Attached Letter plans have been reviewed by The Tukwila Fire ration Bureau for conformance with current City Acc,.;pr inr: is subject: to errors and :torr+ vithlth :o not . uWorize violations of adopted ?rds and ordinanc2s. The responsibility for the 'Fact' of design rest • totally with the designer, oris, deletions or revisions to these drawings after wi i v id thIs gcceptance and will require a mittai of revised drawings for subsequent approval. si acceptance Is subject to field test and Inspection by e Tukwila Fire Prevention Bureau. -Gate: 3." )7°- I By: I ( 1 CJl4!NILA FIRE DEPARTMENT Piepse call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval, NOTICE ICE 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 SIL 12628 INTERURBAN AVE S #100 13-F-067 FIRE & SECURITY www.kirbyelectric.com 4826 "8" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 FUSE NETWORKS TUKWILA COMMERCE PARK 12628 INTERURBAN AVE. S BUILDING C TUKWILA, WA REVISIONS: 3-13-13 SCALE: N.T.S. b DATE: 3-6-13 DRAWN BY:VK CHECKED BY: SHEET FA JOB NO.: OF SHEET INDEX PAGE: DESCRIPTION FA TITLE SHEET FA1 COVER SHEET FA2 FIRE ALARM PLAN 12628 INTERURBAN AVE S #100 13-F-067 FIRE & SECURITY www.kirbyelectric.com 4826 "8" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 FUSE NETWORKS TUKWILA COMMERCE PARK 12628 INTERURBAN AVE. S BUILDING C TUKWILA, WA REVISIONS: 3-13-13 SCALE: N.T.S. b DATE: 3-6-13 DRAWN BY:VK CHECKED BY: SHEET FA JOB NO.: OF FIRE ALARM LEGEND SYMBOL DESCRIPTION PROJECT NOTES 1. NEW DEVICES TIE INTO EXISTING FACP. SMOKE DETECTOR 2 PULL STATION 3 WATER FLOW 4 TAMPERS 5 PIV DUCT DETECTOR A B C FIRE %iLAlii\ SY'S TE,11 MA rR X SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: DAVID KEHLE ARCHITECT SEATTLE, WA FIRE ALARM SYSTEM DESIGNED BY: FIRE ALARM SYSTEM INSTALLED BY: EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: KIRBY ELECTRIC INC. AUBURN, WA KIRBY ELECTIC INC. AUBURN, WA SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * 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 75 75 75 15 30 7' 15 15 15 15 V15 30 15 15 v 15 15 15 15 © © iii © is © © 1.► El El RI al 1B RJ31X TELCO 120VAC .F/PF Al ARM RI' SCALE: N.T.S. Global Pm)c TERues• Project Name: Project ID Prepared By: Date: Fuse Networks T.I. 113-21 $Paul H. 13/6/2013 Standby Hours] 24 Alarm Mins: 5 Derating Factor: 1.2 Voltage Drop Warning Threshold % . on Panel ID: Location: FACP Riser Room Model: 581)8 Add. Fire Alarm Control Panel Volts: 24 VDC Max NAC Current 3.0 Amps Max Panel Current: 5.0 Amps 5808 ircuit Name 5808 CTRL Panel Current Draw Standby Alarm 1 SD500-AIM SD500-MIM 80500 -ARM SD500-PS SD505-AIS SD505-AHS• Addr. Input Mod 0.170 1 0.325 0.003 0.003 Wire AWG Ohms Per Length(ft) Actual & Type s 1000 Ft. One -Way Ohms Volts @ %Orop EOL Mini -Input Module 0.000 Addr. Relay Module Addr. Pull Station Addr, Ion Smoke Dot Addr. Heat Detector 0.000 10 0.006 0.000 D 1 -APS 05-DUCTR' 5 -DUET: Addr. Photo Smoke Det Addr. Duct w/Relay Addr. Duct 0.000 SD500-AN SD500-LED D500-SDM D505-6RB D5 505-61 Addr. Notification Module Addr. LED Module Addr. Smoke Det. Mod. 0.001 0.000 0.000 0.000 5 496_;;, 5895XL 865-4 Addr. Det. Rela Base Addr. Det. Sounder Base Addr. Det. Isolator Base Line Isolation Module LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator 4G) LED Annunciator (3G) LED Driver Module 0.000 0.000 0.000 0.000 0.000 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.000 0.000 0,001 0,000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Notification Appl Circuit NAC #2 Notification Appl Circuit NAC NAC #4 Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.000 0.000 Total Standby Current (Amps) 0.199 2.225 Standby Time in Hours 24 0.083 #12 Solid #12 Solid #12 Solid #12 Solid Total Atarm Current (Amps) 1.59 1.59 1.59 Alarm Time In Minutes / 60 343 0.00 0.00 1.09 20.40 20.40 0.00% 0.00% Total Standby AH Required 4.7 0.185 Total Alarm AH Required` (5 Mins) Total Combined AH. Required 4.97 ultiply By The Derating F 1.20 nimum Battery AmpHours Required 5.96 75 E.O.L. [Project Name: Fuse Networks T.I. Prepared By: Paul H. Project Information Ckt. Number NAC #1 Ckt. Name: Notification Appl Circuit Qty Unused Project ID: 13-21 Date: 3/6/2013 Panel ID: FACP USe: Not Appl Circuit Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000` 0.000 Unused 0.000 0.000 0:000` Unused 0.000 0.000 0.000 0.000;' 0.000 0.000 0.000 Ckt. Number: NAC #2 Ckt. Name: Notification ApptCircuit Qty Device Unused Unused Totals Pahel ID: FACP Use: Notification Ar,{t Orcult 0.000 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 .:0.000 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 , r 0.000 Unused 0.000 0000 0.000 Ckt Number_ NAC #3 Ckt. Name: Notification Appl Circuit Device Unused Totals Panel ID: FACP Use: Nutif capon A,.pt Circuit 0.000 0.000 0.000 0.000 0.000 OA00 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number. NAC #4 Panel ID: FACP Ckt. Name: Notification Appl Circuit PiX1;,1 ci FIRE ALARM CONTROL PANEL FACP DEVICE HEIGHT FIRE ALARM ANNUNCIATOR ANN 96" HORN/STROBE POWER SUPPLY P.S. 48" Lai POST INDICATOR VALVE 0 FIRE ALARM MANUAL PULL STATION BELL FIRE ALARM HORN/STROBE INDICATES CANDELA RATING i 1 CEILING MNT. FIRE ALARM HORN/STROBE /f INDICATES CANDELA RATING 1 BEAM SMOKE DETECTOR BS 0.116 " 0.000 BEAM REFLECTOR BR System Sensor SISC Strobe (30cd) 0.000 MINI -HORN 0.000 0.094 Totals WALL MNT. FIRE ALARM STROBE ONLY INDICATES CANDELA RATING Ell 0# CEILING MNT. FIRE ALARM STROBE ONLY INDICATES CANDELA RATING DRY FLOW SWITCH DF WATER FLOW SWITCH a HL HIGH/LOW AIR TAMPER SWITCH T DRY TAMPER SWITCH CS RELAY R 0 SMOKE DETECTOR SS SMOKE DETECTOR W/ SOUNDER BASE SR SMOKE DETECTOR W/ RELAY BASE 0 HEAT DETECTOR E;,/INDICATES E.J SPEAKER STROBE # CANDELA RATING MWALL -MOUNT SPEAKER STROBE # INDICATES CANDELA RATING _W_ DUCT SMOKE DETECTOR SPRINKLER RISER in EXTERIOR BELL B til:+ WATER BELL MONITOR MODULE Si E.O.L, END OF LINE RESISTOR (E) EXISTING NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS PROJECT NOTES 1. NEW DEVICES TIE INTO EXISTING FACP. SMOKE DETECTOR 2 PULL STATION 3 WATER FLOW 4 TAMPERS 5 PIV DUCT DETECTOR A B C FIRE %iLAlii\ SY'S TE,11 MA rR X SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: DAVID KEHLE ARCHITECT SEATTLE, WA FIRE ALARM SYSTEM DESIGNED BY: FIRE ALARM SYSTEM INSTALLED BY: EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: KIRBY ELECTRIC INC. AUBURN, WA KIRBY ELECTIC INC. AUBURN, WA SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * 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 75 75 75 15 30 7' 15 15 15 15 V15 30 15 15 v 15 15 15 15 © © iii © is © © 1.► El El RI al 1B RJ31X TELCO 120VAC .F/PF Al ARM RI' SCALE: N.T.S. Global Pm)c TERues• Project Name: Project ID Prepared By: Date: Fuse Networks T.I. 113-21 $Paul H. 13/6/2013 Standby Hours] 24 Alarm Mins: 5 Derating Factor: 1.2 Voltage Drop Warning Threshold % . on Panel ID: Location: FACP Riser Room Model: 581)8 Add. Fire Alarm Control Panel Volts: 24 VDC Max NAC Current 3.0 Amps Max Panel Current: 5.0 Amps 5808 ircuit Name 5808 CTRL Panel Current Draw Standby Alarm 1 SD500-AIM SD500-MIM 80500 -ARM SD500-PS SD505-AIS SD505-AHS• Addr. Input Mod 0.170 1 0.325 0.003 0.003 Wire AWG Ohms Per Length(ft) Actual & Type s 1000 Ft. One -Way Ohms Volts @ %Orop EOL Mini -Input Module 0.000 Addr. Relay Module Addr. Pull Station Addr, Ion Smoke Dot Addr. Heat Detector 0.000 10 0.006 0.000 D 1 -APS 05-DUCTR' 5 -DUET: Addr. Photo Smoke Det Addr. Duct w/Relay Addr. Duct 0.000 SD500-AN SD500-LED D500-SDM D505-6RB D5 505-61 Addr. Notification Module Addr. LED Module Addr. Smoke Det. Mod. 0.001 0.000 0.000 0.000 5 496_;;, 5895XL 865-4 Addr. Det. Rela Base Addr. Det. Sounder Base Addr. Det. Isolator Base Line Isolation Module LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator 4G) LED Annunciator (3G) LED Driver Module 0.000 0.000 0.000 0.000 0.000 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.000 0.000 0,001 0,000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Notification Appl Circuit NAC #2 Notification Appl Circuit NAC NAC #4 Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.000 0.000 Total Standby Current (Amps) 0.199 2.225 Standby Time in Hours 24 0.083 #12 Solid #12 Solid #12 Solid #12 Solid Total Atarm Current (Amps) 1.59 1.59 1.59 Alarm Time In Minutes / 60 343 0.00 0.00 1.09 20.40 20.40 0.00% 0.00% Total Standby AH Required 4.7 0.185 Total Alarm AH Required` (5 Mins) Total Combined AH. Required 4.97 ultiply By The Derating F 1.20 nimum Battery AmpHours Required 5.96 75 E.O.L. [Project Name: Fuse Networks T.I. Prepared By: Paul H. Project Information Ckt. Number NAC #1 Ckt. Name: Notification Appl Circuit Qty Unused Project ID: 13-21 Date: 3/6/2013 Panel ID: FACP USe: Not Appl Circuit Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000` 0.000 Unused 0.000 0.000 0:000` Unused 0.000 0.000 0.000 0.000;' 0.000 0.000 0.000 Ckt. Number: NAC #2 Ckt. Name: Notification ApptCircuit Qty Device Unused Unused Totals Pahel ID: FACP Use: Notification Ar,{t Orcult 0.000 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 .:0.000 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 , r 0.000 Unused 0.000 0000 0.000 Ckt Number_ NAC #3 Ckt. Name: Notification Appl Circuit Device Unused Totals Panel ID: FACP Use: Nutif capon A,.pt Circuit 0.000 0.000 0.000 0.000 0.000 OA00 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number. NAC #4 Panel ID: FACP Ckt. Name: Notification Appl Circuit PiX1;,1 ci DEVICE HEIGHT SCHEDULE 1 DEVICE HEIGHT = 0.094 OUTDOOR HORN/STROBE 96" HORN/STROBE 80" PULL STATION 48" FIRE ALARM CONTROL PANEL 60" POWER SUPPLY 60" BELL 96" ANNUNCIATOR 60" 1 PROJECT NOTES 1. NEW DEVICES TIE INTO EXISTING FACP. SMOKE DETECTOR 2 PULL STATION 3 WATER FLOW 4 TAMPERS 5 PIV DUCT DETECTOR A B C FIRE %iLAlii\ SY'S TE,11 MA rR X SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: DAVID KEHLE ARCHITECT SEATTLE, WA FIRE ALARM SYSTEM DESIGNED BY: FIRE ALARM SYSTEM INSTALLED BY: EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: KIRBY ELECTRIC INC. AUBURN, WA KIRBY ELECTIC INC. AUBURN, WA SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * 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 75 75 75 15 30 7' 15 15 15 15 V15 30 15 15 v 15 15 15 15 © © iii © is © © 1.► El El RI al 1B RJ31X TELCO 120VAC .F/PF Al ARM RI' SCALE: N.T.S. Global Pm)c TERues• Project Name: Project ID Prepared By: Date: Fuse Networks T.I. 113-21 $Paul H. 13/6/2013 Standby Hours] 24 Alarm Mins: 5 Derating Factor: 1.2 Voltage Drop Warning Threshold % . on Panel ID: Location: FACP Riser Room Model: 581)8 Add. Fire Alarm Control Panel Volts: 24 VDC Max NAC Current 3.0 Amps Max Panel Current: 5.0 Amps 5808 ircuit Name 5808 CTRL Panel Current Draw Standby Alarm 1 SD500-AIM SD500-MIM 80500 -ARM SD500-PS SD505-AIS SD505-AHS• Addr. Input Mod 0.170 1 0.325 0.003 0.003 Wire AWG Ohms Per Length(ft) Actual & Type s 1000 Ft. One -Way Ohms Volts @ %Orop EOL Mini -Input Module 0.000 Addr. Relay Module Addr. Pull Station Addr, Ion Smoke Dot Addr. Heat Detector 0.000 10 0.006 0.000 D 1 -APS 05-DUCTR' 5 -DUET: Addr. Photo Smoke Det Addr. Duct w/Relay Addr. Duct 0.000 SD500-AN SD500-LED D500-SDM D505-6RB D5 505-61 Addr. Notification Module Addr. LED Module Addr. Smoke Det. Mod. 0.001 0.000 0.000 0.000 5 496_;;, 5895XL 865-4 Addr. Det. Rela Base Addr. Det. Sounder Base Addr. Det. Isolator Base Line Isolation Module LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator 4G) LED Annunciator (3G) LED Driver Module 0.000 0.000 0.000 0.000 0.000 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.000 0.000 0,001 0,000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Notification Appl Circuit NAC #2 Notification Appl Circuit NAC NAC #4 Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.000 0.000 Total Standby Current (Amps) 0.199 2.225 Standby Time in Hours 24 0.083 #12 Solid #12 Solid #12 Solid #12 Solid Total Atarm Current (Amps) 1.59 1.59 1.59 Alarm Time In Minutes / 60 343 0.00 0.00 1.09 20.40 20.40 0.00% 0.00% Total Standby AH Required 4.7 0.185 Total Alarm AH Required` (5 Mins) Total Combined AH. Required 4.97 ultiply By The Derating F 1.20 nimum Battery AmpHours Required 5.96 75 E.O.L. [Project Name: Fuse Networks T.I. Prepared By: Paul H. Project Information Ckt. Number NAC #1 Ckt. Name: Notification Appl Circuit Qty Unused Project ID: 13-21 Date: 3/6/2013 Panel ID: FACP USe: Not Appl Circuit Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000` 0.000 Unused 0.000 0.000 0:000` Unused 0.000 0.000 0.000 0.000;' 0.000 0.000 0.000 Ckt. Number: NAC #2 Ckt. Name: Notification ApptCircuit Qty Device Unused Unused Totals Pahel ID: FACP Use: Notification Ar,{t Orcult 0.000 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 .:0.000 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 , r 0.000 Unused 0.000 0000 0.000 Ckt Number_ NAC #3 Ckt. Name: Notification Appl Circuit Device Unused Totals Panel ID: FACP Use: Nutif capon A,.pt Circuit 0.000 0.000 0.000 0.000 0.000 OA00 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number. NAC #4 Panel ID: FACP Ckt. Name: Notification Appl Circuit PiX1;,1 ci WIRING LEGEND 1 SYMBOL DESCRIPTION = 0.094 A 1 4- GAUGE 2 CONDUCTOR (FPLP) B 1 (;+ GAUGE 2 CONDUCTOR (FPLP) C 16 GAUGE 4 CONDUCTOR (FP LP) 0.000 CIRCUIT NUMBER 13 PROJECT NOTES 1. NEW DEVICES TIE INTO EXISTING FACP. SMOKE DETECTOR 2 PULL STATION 3 WATER FLOW 4 TAMPERS 5 PIV DUCT DETECTOR A B C FIRE %iLAlii\ SY'S TE,11 MA rR X SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET ARCHITECT: DAVID KEHLE ARCHITECT SEATTLE, WA FIRE ALARM SYSTEM DESIGNED BY: FIRE ALARM SYSTEM INSTALLED BY: EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: KIRBY ELECTRIC INC. AUBURN, WA KIRBY ELECTIC INC. AUBURN, WA SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * 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 75 75 75 15 30 7' 15 15 15 15 V15 30 15 15 v 15 15 15 15 © © iii © is © © 1.► El El RI al 1B RJ31X TELCO 120VAC .F/PF Al ARM RI' SCALE: N.T.S. Global Pm)c TERues• Project Name: Project ID Prepared By: Date: Fuse Networks T.I. 113-21 $Paul H. 13/6/2013 Standby Hours] 24 Alarm Mins: 5 Derating Factor: 1.2 Voltage Drop Warning Threshold % . on Panel ID: Location: FACP Riser Room Model: 581)8 Add. Fire Alarm Control Panel Volts: 24 VDC Max NAC Current 3.0 Amps Max Panel Current: 5.0 Amps 5808 ircuit Name 5808 CTRL Panel Current Draw Standby Alarm 1 SD500-AIM SD500-MIM 80500 -ARM SD500-PS SD505-AIS SD505-AHS• Addr. Input Mod 0.170 1 0.325 0.003 0.003 Wire AWG Ohms Per Length(ft) Actual & Type s 1000 Ft. One -Way Ohms Volts @ %Orop EOL Mini -Input Module 0.000 Addr. Relay Module Addr. Pull Station Addr, Ion Smoke Dot Addr. Heat Detector 0.000 10 0.006 0.000 D 1 -APS 05-DUCTR' 5 -DUET: Addr. Photo Smoke Det Addr. Duct w/Relay Addr. Duct 0.000 SD500-AN SD500-LED D500-SDM D505-6RB D5 505-61 Addr. Notification Module Addr. LED Module Addr. Smoke Det. Mod. 0.001 0.000 0.000 0.000 5 496_;;, 5895XL 865-4 Addr. Det. Rela Base Addr. Det. Sounder Base Addr. Det. Isolator Base Line Isolation Module LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator 4G) LED Annunciator (3G) LED Driver Module 0.000 0.000 0.000 0.000 0.000 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.006 0.000 0.000 0,001 0,000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.025 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Notification Appl Circuit NAC #2 Notification Appl Circuit NAC NAC #4 Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.000 0.000 Total Standby Current (Amps) 0.199 2.225 Standby Time in Hours 24 0.083 #12 Solid #12 Solid #12 Solid #12 Solid Total Atarm Current (Amps) 1.59 1.59 1.59 Alarm Time In Minutes / 60 343 0.00 0.00 1.09 20.40 20.40 0.00% 0.00% Total Standby AH Required 4.7 0.185 Total Alarm AH Required` (5 Mins) Total Combined AH. Required 4.97 ultiply By The Derating F 1.20 nimum Battery AmpHours Required 5.96 75 E.O.L. [Project Name: Fuse Networks T.I. Prepared By: Paul H. Project Information Ckt. Number NAC #1 Ckt. Name: Notification Appl Circuit Qty Unused Project ID: 13-21 Date: 3/6/2013 Panel ID: FACP USe: Not Appl Circuit Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000` 0.000 Unused 0.000 0.000 0:000` Unused 0.000 0.000 0.000 0.000;' 0.000 0.000 0.000 Ckt. Number: NAC #2 Ckt. Name: Notification ApptCircuit Qty Device Unused Unused Totals Pahel ID: FACP Use: Notification Ar,{t Orcult 0.000 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 .:0.000 0.000 0.000 0.000 0.000 0.000 Unused 0.000 0.000 , r 0.000 Unused 0.000 0000 0.000 Ckt Number_ NAC #3 Ckt. Name: Notification Appl Circuit Device Unused Totals Panel ID: FACP Use: Nutif capon A,.pt Circuit 0.000 0.000 0.000 0.000 0.000 OA00 0.000 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number. NAC #4 Panel ID: FACP Ckt. Name: Notification Appl Circuit PiX1;,1 ci Qty Device. Current Drawot Each Current Draw StandbyUse: Alarm5caticn Standby AlarTotalm 1 System Sensor S/SC Strobe (30cd) 0.000 = 0.094 0.000 0.094 4 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.704 13 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000` 0.858 1 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 " 0.000 0.116 1 System Sensor SISC Strobe (30cd) 0.000 ; 0.094 0.000 0.094 Totals 0.000 1.866 Fl RE 44 SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn. Washington 98001 (253) 859-2000 (FAX) 859-2363 FUSE NETWORKS TUKWILA COMMERCE PARK 12628 INTERURBAN AVE. S BUILDING C TUKWILA, WA REVISIONS: 3-13-13 SCALE: N.T.S. DATE: 3-6-13 DRAWN BY: :K CHECKED BY: SHEET FA1 JOB NO.: OF RECEPTION I_11] 30 OFFICE 12'X12' OFFICE 12'X12' 10 11 (R) T 1f LARGE CONF. 2 24'X12' ( ( 30 T I I I I I I 1A -4 (I1-1 A I HALL 4 OFFICE 1 18'X12' f 1,15 1 A -4 1A --d7 R)I P ',LUNCH 15 , ...� 12X14 (1)- 1A (E) 1 FACP -41A _- 0 75 ®(E) Tom- EX. SPRINKLER RISER EX. ELECT. WAREHOUSE P (E) F-11 . i i1 P1/:;1 °! A N • SCALE: 1/8'"-1'-O s1A UI\IT 101 OPEN OFFICE 17 1A -WRR l-15 5 15 ---;S15 MRR a 41 C 16 ADJACENT TENANT NC) WORK 75 110 P ((Ej ��o)j=3 UNIT 103.. ADJACENT TENANT NO WORK UNIT 105 NO WORK IN HATCHED AREA FIRE & SECURITY www.kirbyelectric,com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 FUSE NETWORKS TUKWILA COMMERCE PARK 12628 INTERURBAN AVE. S BUILDING C 'TUKWILA, WA REVISIONS: 3-13-13 SCALE: 118„=1-0 • DATE: 3-6-13 DRAWN BY: VK CHECKED BY: SHEET FA2 JOB NO.: OF Offic 0 Without Comments pt As Noted in Red These plans have been reviewed by The Tukwil Fire '='reventlon Bureau for conformance with curren City standards. Acceptance is subject, to errors and omissions which do not authorize aiolations of a•opted standards and ordinances. The responsibility fo the :Fldequacy of design rests totally with the design r. Additions, d?Ietions or revisions to these drawin ' after this date will void this acceptance and will requi-e a resubmittal of, revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: "7- ? (( By: XI I 4.1.4htrl'Gleek Glo.,e 4"1►4h5t f4 Sa . TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. iii IE L i and exact addmss for shut- down or restoration approval, SCALE: 111 4 1 ' 110CD From Nac #2 in Warehouse 110CD Conference Toilet Toilet Open Office EXISTING 110CD CD 3CD Area of work for this permit 11000 ;OCD [40"Tg Existing Electrical IIOCD rr 11000 SCALE: 4"=1' Office From Nac in Warehouse Warehouse Toilet Toilet Open Office f Warehouse 11000 FACP So{ 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, FACP FAAP MIM 01 SIL CO E\T L <\IGHT 5808 FRE ALAV \TOOL PA\EL SILE\T <\IGHT 5860 .EMOTE A\\U\CIATOPA\EL SILE\T K\IGHT 505APS ADD PHOTOELECTRIC SVO'<E SILE\T <\IGHT S3500 A PULL STATI O \ ESSA3LE D ETECTO DDRESSA3LE SILE\T <\IGHT ADDRESSA3LE \PUT VODULE SYSTEM SE\SOR P2CR CEILI\G H0\/STRO3E SYSTEM SENSO MOUNT STRO3E SC CEILING V Riser diagram for existing addressable FACP shows exisitng devices in gray and devices added on this permit in red. MIM VI OU \ ITU \TED vvv \O/ \ \O/ /0\ vvvAo _/0\F2.1 a.� To dedicated 120VAC Power Outlet Ground per NEC standards To Telco \O/ \ \O/ /0\ ;o. 12628 INTERURBAN AVE S #130 11-F-168 PAID JUL 18 2011 TUKWILA FIRE WASHINGTONALARM In f 1101.° 0 U1) ‘141.9 QAM CD ww w (31) Qo H mH I Cr M cf) C=0) caD is=u Z Z Imai4 1=1 < � Op J1:=1 J cq H (C) int=s T Esum WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job# 8168 Designed by: Ryan Aal Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 07/18/11 PERMIT SET FIRE ALARM FA' '1j (E) LINE & UPRIGHT AS (N) 1x0-2' & 1x1/2x1 TEE 1x4' W/90 AREA OF WORK (E) TENANT NO WORK - - e - 2 t) 2-E) 2 22e2 r) 2 1" COUP. OR 90 1x4-0 FLEX DROP 1x4-0 1 SEE PLAN (N) CLG & AS TYPICAL DROP DETAIL HANGER DETAIL #2 UP TO 4" PIPE WOOD ROOF JOIST SAMMY SUPER SCREV MODEL HSGST 20 ( 2' LOTH ) 3/6' ALL THREAD ROD ADJUSTABLE RING HANGER GENERAL NOTES 1. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 2" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 21/2" AND LARGER TO BE SCHEDULE I 0 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPUNGS TO BE DUCTILE IRON. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS. NOT USED 5. G. 7. 8. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 0. NOT USED I I . ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 12. DOTTED ONES DENOTE EXISTING PIPE. 13. SYMBOLS/ABREVIATIONS: [X' -X']- DENOTES CENTER LINE OF SPRINKLER PIPE AFF. X' -X' I- DENOTES CEILING HEIGHT. AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. of - FLEXIBLE GROOVED COUPLING. MT - MECHANICAL TEE FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEG NTH. ]-- THREAD END PLUG (A1)- HYDRAULIC REFERENCE NODE. SAMMY SCREW SIDEWINDER WOOD ALL THREAD ROD ADJUSTABLE RING HANGER HANGER DETAIL #1 \OTES PO = (E) HEADS AT ROOF PLUG AS SHOWN A0= (N) HEADS AT ROOF = (N) HEADS AT CEILING C = (N) HEADS IN RESTROOMS 401 CANOPY MT = (N) MECH T 1 = (N) LINES & FLEX HEADS 1 = (E) LINES & MAINS 2 e- 2 �- 2 2 2 rr) 2 2 2 e- (E) WAREHOUSE NO WORK __G- 11/4 -0- 11/4 1 4E) 11/2 --�--114 --(--- 114 11/2 11/2 1 1 -ED -o MPTNG PLAN 0 Without Comments As Noted in Red El Per The Attached Letter Fie plans have been reviewed by The Tukwila Fire -2ntion Bureau for conformance with current City ndards. Acceptance is subject to errors and .fissions which do not authorize violations of adopted ndards and ordinances. The responsibility for the . )e.quacy of design rests totally with the designer. .dditions, deletions or revisions to these drawings after ,Alis date will void this occeptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-11.-1( By: <EY PLAN NTS TUKWIIA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No, 1/ -S -1s3 and exact address for shut- down or restoration approval. CONTRACT NAME: 5alvin's PAID JUL 08 2011 TUIL �FIR7 �.�/�' SCALE: 1/4"=V-0" IMPORTANT In locolities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and is loaned upon express conditions that the same be returned to Cascade Alarm upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY -FRB 1/2" 155 WH 401 WH (9) 2 SYSTEM TYPE WET ® _❑ ❑ Cascade Alarm Tukwila Commerce Park Intererban Ave.. Building C (EAST) Tukwila, WA. DRAWN BY: Reid DESCRIPTION: REFLECTED CEILING PLAN CHECKED BY: TY -FRB 1/2" 155 WH SEMI RECESSED WH • 12 TY -FRB 1/2" 155 BRASS NA 0 6 NO. ®U DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN ELTA TOTAL THIS SHEET 20 APPROVALS OUT IN OUT IN OUT IN OUT IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 SYSTEM DESIGN DATA DATE: 7/6/11 HAZARD AscDiFie.ATInN• LICHT 0e0 SYSTEM AREA: HYDRAULIC DENSITY: OFSIGN DATA GPM/SQ. FT. : SQ. FT./HD. AREA OF APPLICATION: SQ. FT. HOSE Al I OWANCFS• GPM TOTAL SYSTEM PSI. AT: CITY RFOUIRFMFNTS• GPM. AT WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. DRAWING NO. FP 1 RESIDUAL PRESSURE : PSI. WITH GPM FLOWING TEST TAKEN AT BY : CITY DATE 12628 INTERURBAN AVE S #140 (??.?/ FIRE S 11 1 SCALE 1/4" = 1'-0' VACANT S .i •, CH . CON TRCL ROOM LEEERT • L'>J a alapale j nn a ! ; ..: I 13. 1 a 11 fY a a LL 0 u o- II 0 a to 11 a a a U a u e u • I; U a a U U U J FIRST FLOOR . SPRINKLERS SYM DESCRIPTION TEMP .QTY 0 EXISTING PEND. SPRINKLERS 155' see plan `t` TYCO, MOD: TY—FRB, REC. PEND., CHR/ CHR. 1/2", 5.6K (RELOCATED) 155' P TYCO, MOD. TY -FRB, REC. PEND., CHR/ CHR. 1/2", 5.6K (ADDED) 155' 1 c TYCO, MOD. TY: FRB, UPR. 1/2", 5.6K (RELOCATED) 155' QI` TYCO, MOD. TY—FRB, UPR. 1/2", 5.6K (ADDED) 155' =- PLUGGED SPRINKLER Q.. TOTAL THIS SHEET FILE COPY 1 %3 ° d I .yf ritiTh - - I 771. e, i I BATTERY ROGM 1.3 I G I I F } I- I -' , I , A781 i i moi, : W I! il- I`� - '' . ;, 11 i I,',.I - r l._J 1 .: i i qIt -I +— • ... E Or S:41ilf y ( ii i 9 I • z 1`1 tfr { • T F C plc R 00'. IC.. it ELECT c :I , a 17.17.1 sa KEY - SCALE 1/4" = ° CPA. Il I 1<•I Jf 19 ti a ifI I: f'3 DUCT u+1 CEN_RATC -' fy V 0 ACCv JJ T Without Comments As Noted in Red Per The Attached Letter l nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted stanaaras and orainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thisacceta ce :5nd 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. Joate3/// b3 By: / / TUKWILA FIRE DEPARTMENT Please call: 575.4407, - and give this job No. OS -S - 0-77 and exact address for shut; own or restoration approval: Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 205-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. GENERAL NOTES 1 SPRINKLER- SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED: OR F.M: APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED,. BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 - 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY. TO PROVIDE HEAT THROUGHOUT THE WET PIPE. SPRINKLER SYSTEM AREAS AND IN ENCLOSURES. FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM • 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF -CEILING TILE • 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.4O ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE . TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE - OF WORK NOT SHOWN, AND ARE. TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS • • . . 12 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 E ERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED • THIS SYSTEM IS THE. BEST . QUALIFIED TO PROVIDE NE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). KEY PLAN e o.. EXISTING SPRINKLER MAIN PIPING EXISTING SPRINKLER BRANCHLINE PIPING NEW SPRINKLER BRANCHLINE PIPING SIDEWALL STYLE SPRINKLER HEAD EXTENDED COVERAGE SIDEWALL STYLE SPRINKLER HEAD DRY SIDEWALL STYLE SPRINKLER HEAD PENDANT STYLE SPRINKLER HEAD ADDED UPRIGHT STYLE SPRINKLER HEAD ADDED PENDANT STYLE SPRINKLER HEAD. RELOCATED PENDANT STYLE SPRINKLER HEAD. EXISTING PENDANT STYLE SPRINKLER HEAD, TO REMAIN. / NEW HANGER LOCATION STRUCTURE 1" X NIPPLE BRANCHLINE .1" X ARMOVER SUSPENDED CEILING- . 1" X DROP 1" X 1/2" R.C. PENDANT HEAD RETURN BEND ASSEMBLY FOR PRE -ACTION SYSTEM BRANCHLINE WOOD SAMMY r—WOOD DECK RING 1", X ARMOVER (SEE PLAN) Amok I� SUSPENDED CEILING I " X 1/2" R.C. ..1--- PENDENT W/ ESCT. TYP. RELOCATE ASSEMBLY STRUCTURE NEW UPR, HEAD NEW 1"x 1/2"R.C. 1" X NIPPLE BRANCHLINE DEMO EXIST.. 1" X ARMOVER `------- DEMO EXIST. 1" X DROP SUSPENDED CEILING > DEMO EXIST. 1" X 1/2" R.C. ___-- DEMO EXIST. PENDANT HEAD TYP. ADDITION OF UPRIGHT. 12628 INTERURBAN AVE S 08-S-077 at&t A Tenant Improvement for: AT&T 12628 INTERURBAN AVE S. TUKWILA, WA. 98168 M. reproduction & .intellectual property rights reserved c 2006 instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA .98124 1-800-669-6223 PORTLAND: 12021 NE AIRPOR1WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com Professional seal No. Issue Description tote Fire Sprinkler Permit 3/11/08 Drawn by: DJ Reviewed by: RF Project No: - 341)64/`7( Fire Sprinkler Tenant Improvement First Floor Plan _Ai K? -2 1 2 200 - TuRvvil Original droving is 3d'. x 4f.. Bede wino .. . it reduced FP -1 aaa l h4+ b { 4.4><4Z ter.. } 4x4-0 ra r 1 4 i 1 0 4x4 -c' A araa liFt 4Cl. 9-10" a. 4.r a-„ka.._., kaaka. arra. __4•• _«... 4 - L ENCtrN S /6 Witt, EThe drawtn gsaff evsewed The txed hereto of fm 1il}esence of this have been it stalta#ion Q stomp does P aPPtva! for construction or 14 it x4'3 r ---2174QK L-- 12628 INTERURBAN AVE S 81-S-1044 y- t 4' HANGERS V -SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTIONS Y # 1„ U HOOK # 2 COACH SCREW ROD & RING # 3 CEtLINGPLATE ROD & RING # 4 EYE ROD WOOD SCREW & RING # 5 EYE ROD CONC FASTENER & RING # 6 QUICK BOLT ROD & RING # 7 POWDER DRIVEN STUD ROD & RING # 8- TOGGLE NUT ROD & RING aar # 9 - REG C CLAMP ROO & RING # 101 TOP BEAM C CLAMP ROD & RING ## 11 TRAPEZE # 12 SIDE BEAM BKT ROD & RING # .13 SHORT CLIP # 14 # 15 —4 t 0 • UPRIGHT ON LINE 4 w PENDENT ON LINE PENDENT ON DROP UPRIGHT ON STUB UP DRY PENDENT SIDEWALL UPR & PEND ON DROP - TYPE SYM TEMP QTY IA v6i--4' ” el/rota-40i ZR emoff • 1647_ )O APPROVALS & INSPECTION 1 WSi2F3 - r 21 4 tt.A FR PHONE COPIES CONTRACT WITH ADDRESS ama 3 1/4 - 3 .. -- TOTAL WATER DEPT ADDRESS CITY PHONE PHONE ARCHITECT rt .c.3 ti-L'r E s.. ? @ dea- as aak-'moi � ...- J -r '� 3 a �-a- �• � p 4 Vy e a44k —3- -e.- 0 1:14IVI)j„ 1L1C :ALW ffi3(5& HOS THIS 9147 0 J08 NO g!-3605 DWG NO DRAWN -DATE 8-8t }aaa_ SCALE - A J. " s� 4 EXIST. VALVE- RM, 14 SECTION B -B KTS NOTE 1'IE i" AUJL. DRAIN !PITO 134- DRAW ,J'tP1__ __ THEN TIE IA- PIPING i jyTa Ex IsT 2'ry A1At DRAIN P F1NG 31-IOz, 24-0 STARTING POINT FOR USENDED GRID - 50-0 EXISTING 14 DRAIN- RELOCATE -k DRAIN VALVE _IN MAIN CONTROL VALVE R6oP S'T,4it_T vUr't t caf, II - 20 -0 50-o 2i z 20-4 22 41, ti { S ECT ION p, -A =1-Q I -O • ---t `k'---'-. -w- =yam ( b -2G a , 'i [ ) 4 .7- tot Y -__ -- - "x--10 loRo- - -t; TYF r ;OI=F[dE7 4 ArprrtOtJ TIE 'It At/it...DRAW INTO 2' MAN O RAIAJ µ -,14 .-1,7-10-:- -- e- z i*= ---i" 4 -tot I I --_F z4"-- -r- / 1 rF 1 1' t 'O PE10 E,sT HEADS 1:11:TMAT :WHEE. MEAK EaQ ct AYA1GJO5 4 It & IRONS -MI CO. - R N ERD Dco IZ5 47- 3 REFLECTED CEILIN PIPING PLAN L 64-0 • FROM EXISTING HOSE RACK TD NEW WALL 7J ACCEPTED THOUT COMMENTS. ;•. NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto Citye boeen reviewed and accepted by Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department .. BY 'vim...... CITY OF TUKWILA 575-4407 FIRE BEIIARTMEIT TO tE CBHTACTEI TO WITNESS THE FHllOMI TESTS: 1. Uadergreend final lespectiet '2. Oadergrned Nydrestatie - 4. Overhead H rdrestatie ry Valve Trip Test p). HANGER LEGEND A "U" HOOK B COACH SCREW ROD C "C' CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R KWIK-BOLT - T U V W X ‘41-111' 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE / 1 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND O UPRIGHT SPKR OO UPRIGHT SPKR ON SPRIG O - UPRIGHT UP PENDENT DN O PENDENT SPKR ON LINE • PENDENT SPKR • D DRY PENDENT SPKR a SIDEWALL SPKR. SPRINKLERS USED - SYM SPRINKLER ORIFICE SIZE TYPE & FINISH OtIAN TEMP o z NPT; 55.174 egzfis 1` I4,5°1 ASCOA, 2 PC CAN. TOTAL t 21 APPROVALS REQUIRED IRI TUKWILA FIRE DFJ'T DISTRIBUTION GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 3 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO I3 4 PIPING SHALL BE IN ACCORDANCE WITH 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- A WET PIPE SPRINKLER SYSTEM 7 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTA EPS 8 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED - BY n-~1<rl<I s FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTri £.2`J JUKWI[A FIRE DEPARTMENT 14NWILA FIRE DEPARTMEI 'Please call: 575.4407 and giVe this job No. and exact address for shut- 1ldown or restoration approval. DESIGN CRITERIA AND PIPE NOTES ORDINARY gROUP'I PER IRT PIPE 5C1.?E DuL.E - -- - — —X— — — -- . E (1sT PIPE - REVISIONS RV BY 3-I3 -re sm.,/ Laci,Te,l., crr ,tIZ des€ Rx,e5 CONTRACT WITH AL V I ht MILL'ER CONST, JOB PH NO 2.41- 1 I IO {-J9$-13rel tL CONTRACT N RACON -TUKWILA COMMERCE PARK I2(o2B INTERURBAN AVE. W. SEATTLE, WA 9Est(0$ AREA N�RTIf 12628 INTERURBAN AVE S 87-S-050 OREGON 503-256-0586 CONTR LIC. NO 25179 fire' uar SPRINKLER SYSTEMS, INC. WASHINGTON 206-763-4279 CONTR. t IC. NO. FIRE G5 S 274 KC DESIGNER I DATE KEG 3-5 B 1 1 ALASKA 907 344-7206 CONTR LIC, NO AA 5325 SHEET - JOB NO. - OF j 12811 1 31- lOz 7 i -r 7 1 I , —� —' J1 r r 4- f� / 1 { _ • r T 6-0 } Q ZO-o 2D -4t } 411 O _ 14 • —� OFFICE 1 —� — —r_ _ F a 1 _ if I - 41 E - TYP HANGER - BRAI1CN LINES' i I >YIE IN7J - E F)(rST '104.0J I t —4_ i t0 14 cv, t —j$> oF'EI 14 1J t --e / - 4-7- 3 DEFLECTED CEILING PIPING PLAN S ECT ION A -A 4 = I -o 1 ACCEPTED ® WITHOUT COMMENTS [] AS NOTED IN RED • PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this department DATE - _BY --- - - _ CITY OF TUKWILA 575 440/ 07c01w4 aG14.;), a !1 ridastrid ACCEPT'tiff : E FOR ID isk INSURANCE COVERAGE, BASED UPON Asult-'111 soL{.AT101 CC`O1Lif TSINF-CretAND ithENt61‘15 0 LETTER OF bAtt BY MAR 61987 N0110E ' OF PLETED INSTALLATION TO FIELD INSPECTION ACT Ai' D C` ITr> cTC HE COM ACT OF fc C ,=fir f�� r - S SU3,bLS�ION cD I �5 l�G AND HD'KOSTA-' OF` TEST A B C D E F G H J K L M N P R T U V W X HANGER LEGEND 'U' HOOK COACH SCREW ROD C' CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET J' BOLT SHORT CLIP L ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD KWIK BOLT '`-"P" 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE_ STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND O UPRIGHT SPKFL • UPRIGHT SPKR ON SPRIG • UPRIGHT UP PENDENT DN PENDENT SPKR ON LINE • PENDENT SPKR • D DRY PENDENT SPKR SYM 0 SIDEWALL SPKR SPRINKLERS USED SPRINKLER ORIFICE SIZE TYPE & FINISH z NPT 551", 5rAss ASc A7 2 Pc CM. DUAN 21 TEMP 14.6 TOTAL 2 APPROVALS REQUIRED IRI TUKWILA FIRE DFS DISTRIBUTIQN GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 EARTHQUAKENFPAPAMPHLET BRACINGNO13 SHALL BE PROVIDED IN ACCORDANCE WITH 3 WITH PIPE HANGERSNFPAPAMPHLET AND METHODNO13 OF HANGING TO BE IN ACCORDANCE 4 PIPING SHALL BE IN ACCORDANCE WITH 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 A WET PIPE SPRINKLER - SYSTEM 7 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTR EELS 8 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTfi 52" 9 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY O 11 TS DESIGN CRITERIA AND PIPE NOTES ORDINARY c ROuP1 PER SRI PIPE 5CI-rERULE REVISIONS RV DATE BY 0 A CONTRACT WITH ALVIW MILLER Cf3NSTT JOB PH NO Z41- 1110 REC By 1114 Urvot4FjRF t),1p9? I C I._ EI Nir l MAR 10 1987 FIRMARD EFRViiii L13, r 7 AREA J.OB SUPT A,(.,j(tflf M1LLET2. RACON t N ;4'..'".8444 TUKWILA COMMERCE PARK 1Z B 1NTERUPLAN AVE SO SEATTLE: WA S 19S EAST FORT 10N OF PARK. SPRINKLER SYSTEMS, INC R7 -5-O O C OREGON 503-256-0586 CONTR LIC NO 25179 WASHINGTON 208763-4279 CONTR LIC NO FIRE GSS274KC ALASKA 907 344-7200 CONTR LAC_ NO AA 5325 DESIGNER I �E� DATE SHEET 30B NO 3-5-5- 1 OF 1261 CASCADE A t C. SUPPI KS CO Y 1 • 2 • 6 7 8 0 Z co i • • ti C-> - TOEFF.3?NT 1 R N t • • k+ _ L, Z rZ 7 1 Fitt 2' OFF OF c -C • , l 15-5 ..1 =N 3o3; n - L V t`-4 ..r 1'1 • tt 11 ;Th. • / © o • U ,ttL. (aP 10-0 c r-✓ 001 _ 4-D T • o ---t N Z Ivo Z Z112_ '------J-- i 2 4-1) 11-4 7-2 I "7-9 Z G -- Id . y .-0 rd m ti { ,.c �-- _ 2 H 11/2_ N 1"1 '{ .^' / -� / -iC A 7-2 7-2 1� o-6 6-E 6-8 o-4, 7-2. STORE FRONT 1 1M(, 2-4 OFF t cF rig...1�i 11 tI 1. -2 fr K5\ 4 7 C 44 QED' ezr • 5-0 1`fL 7-2. .y • F, 't7.., --7o _Z ,J t In ��, ? Al 7 .1 (3 . r 1�' .112' 24E 1 P]i n—. s 5 -q 1 sem=: -a J'� z. !z. 1'rz K I1i4 I 7-2 7-1 7-2. 1-b N 3d[' TVP �. X-15 Gus /.-,y - 7-2`� 4-10 2_4 1-2 ul��' i gcf - z to 1 ,--- ,I w 1r". Nor v; �1���+ W I Q N a 1 15 5 ,_ 2-z/(o 14ha3'4, 3 ! 3,--= _ i f'- irf a r Z • Z n Ig. 44 LIV 44. Ili V rat tzEp 0 -24 a 11 3-4 805 e.OP to VIC Lea 5-0 11 tt _h. 4-1 -z TT I • rn 20-0 1 CNI • rzIrr • • rt. ruktatpiip el PZekr,-1L7 To 111. 111 11, • 441 Q• 1' 10-4 6-4 tYi 14 L Al Z M 7-2 7-2 7-2 11 CEAf4&E L 7-2 7-2 1.,v1 f -Q `C.,/ Z M Z �t- Z+ 2 r ..,- Q N -- 7-2 7-2 41 iCefie ?Vv., t� et D -1 G-5 0 N 2. __NI .Q. t �_ --�---moi---� 6 5 24E Z N 2 Al a M 2_ ft"JlL ,i 7-1 7-2. 7-2 1-2 0-qi -S 7-2 w / 241 l ' ise 1? p.-"-- Zw va `l�,�t�'1 t i) L ,� `r f 4. bi/; . i_% 'C- •?' % , CAP Z 7-2 M Z M I -2.. M 114 7-2 7- REMOTE A `A K(0) 3 -c ( v O ��T `� �y 24E /' `Q, N 1112 M Z vi_ 1''4 7-2 5 - 2_ L-0 CLP.rEO AT .?.8 /50.13 i c -t-. M Lam" 1 u.t 1.4 ZO VA 1114 11 P r 0- • f:11SER DETAIL • BLDG. C g SCALE: 1/814-0" 44 % -- (� v'1 1r -la 5'= Ir} 1'2_ 7.2 7-2 ' 332-14 N ?i`2 trr 112. 144 T'VP 14. tti -a 7-2 Ht•+ls Ztl y = F P, I /•, , " y ti r -? .Iti /41 A ST \& I L- pi 3 - ib -Q ai�"7 It' A T2 L306 i ti Z _tc•r`Y 1-2 STOREFRONT 4- 0 t,3 Li 1-2 7-2 tri fit Pi z. 1 1/1 11Iz_ e------"-;Th'227,n( s m 5a..ENdE4 CAP FIRE SPRINKLER PLAN • 1.4 7-2 - 701;- ,s1-612111 Awl - .54 4.17, TiFFL GE 12 Pt Afr- • P1 :431 :10 t2 5-0 12:41_ p 1-4 • 10-0 7-2 Pt 142. • r. 12628 INTERURBAN AVE S Off Corot Code ELLE # Lines # 21 Tittri 40 YELLOW - *di Ilreir 63 Repeat Collar Strtas Una Hrir-boei dye/ 100 HANGERS u HOOK B COACH SCREW ROD CLAMP D TOP E1AM CLAMP E EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT SHORT CLIP TOGGLE NUT MACH THD ROD POWDER DR STUD_ WEDGE ANCHOR TWO WAY EARTHOUP.PE SPACE FOUR-WAY EARTHQUAKE SPACE pPYCHES STRUCTURE TO E. PIPE SPRINKLER SYMBOLS TYPE rri 44 1.4 42 3/4 SPRAY SPRAY o o 3/4 1/2 SIDE wm.t. 1/2 DRY TEMP RATING 0 160. 212. o 0 0 LC .4▪ 1 eN DE V ICE QUAN TEMP 1 2-44 Approvals Required OK TO FABRICATE DISTRIBUTION tar r-r-ri-y 1 SYSTEM HAZARD WET GENERAL troTES 1 PIPE SIZING & SPACING coNf 0104 TO 14CPA PAMPHLET NO 13 STAND ARDS FOR A HAZARD BE NEW UNDEAwRITERS PIPING DIMENSIONS ARE CENTER TQ CENTER EXCEPT RISERS / DIMENSIONS SHOWN THUSLY 0451 4 EARTHOLIAKE BRACING SMALL BE PROVIDED 1#4 ACCORDANCE WITH NIPA PAmONLET NO 13 CONTRACT WITH TRAMMELL-CROW BUSINESS PARK BLDG. 'CW TUKWILA WA SENTRY AUTOMATIC SPRINKLER CO 1106 54TH. AVE. EAST TACOMA , WA 98424 PHONE: 1-206-922-6644 Engrneer Date Sheet Job No