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HomeMy WebLinkAboutPP - 5811 SEGALE PARK DR C - SEGALE BUSINESS PARK - PERMITS AND PLANS5811 SEGALE PARK DR C ASSOCIATED PERMITS D2000-259 01-F-238 01-F-146 18-F-068 D11-348 13-F-238 12-S-043 D12-131 12-S-100 12-F-075 12-S-071 01-S-273 12-S-020 02-S-077 00-F-227 4 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Industrial Revolution 5811 Segale Park Drive C Permit No.: 12-S-071 Date: April 9, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/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: Segale Conference Room 5811 Segale Park Drive C Permit No.: 12-S-043 Date: February 29, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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. Cizy of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief August 8, 2000 Fire Department Review Control #D2000-259 (511) Re: Segale Business Park Spray Booth - 5811 Segale Park Drive C Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Extend sprinkler protection to entire spray booth including plenum and duct. 2. A separate control valve required for spray booth sprinklers water supply. 3. All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1742) 4. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 5. Provide a minimum 4A 40BC extinguisher within 30' of your spray booth. (UFC standard 10-1) Portable fire extinguishers shall be securely Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Steven M Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 2 installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 7. A notice of construction permit must be obtained from the Puget Sound Air Pollution Control Agency prior to the installation of the spray booth. The permit shall be posted at the jobsite. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 4te SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: PAID MAY 11 PO TUKWILA FIRL. 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.: 3523049115 Site address: 5811 Segale Park Drive C Suite Number: Floor: 1St Tenant Name: Segale H3 Room New Tenant? ❑ - Yes ® - No Property Owner's Name: Segale Properties Mailing Address: PO Box 88028 Tukwila City CONTACT PERSON -if there are questions about the submittal. Name: John Dacca Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, INC. Mailing Address: 2707 Toth Ave E Tacoma WA 98424 johnd@patriotfire.com City State Zip E-mail Address: Fax Number: 253-922-615 WA 98138 State Zip Valuation of Project (contractor's bid price): $ 1,000.00 Scope of work (please provide detailed information): Relocate branchline at roofdeck for new full height wall. 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. 7 ...,.....,____ BUILDING OWNER OR ZED AGENT: Signature: Date: 5-10-12 Print Name John Dacca Day Telephone: 253-926-2290 Plan Permit App.doc 5/14/10 TFD FP Form 8 JIMMr SITF, LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 6-61 1 SeOP Pr..ri<c. C Tenant Name:�XC,GlP_ 115tf1C54s 3.cr4 Property Owner's Name: (600,(e.???e,Cli LI. C - Mailing Address: p C se42' CONTACT PERSON -if there are questions about the submittal. King Co. Assessor's Tax No.:231 1 / f , Suite Number: Floor: New Tenant? 0 - Yes 0-1.:143 Name: MOCK i\ACL10Ci Company Name: AIG4111V1)+r Airfrr Mailing Address: 2O7 P llf Olt 4., 5- . E-mail Address: rf ri I Win() bikrzkitY Itildf f el k GUM J Total number of new/relocated devices or sprinlder heads: 17, Valuation of Project (contractor's bid price): $ 20 Scope of Work (please provide detailed information): City we cps -i( State Zip Day Telephone: %`3Z ' 3 9c 11 e \114 X 34/ City e� State Zi}}��- Fax Number: [ ND - A2r% - r%2. (21 (e\ec oc5 4 mit) 01(g s ce .41 1 hank ' 1,, net.15,,ceg l5tak A lama* .isinbe in 56-• !/ PERMIT APPLICATION NOTES wt i in Sicits' 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: ��'e (/ 4"-'— MAik / 14CZr .%) Print Name: Plan Permit App.doc Day Telephone: Date: 9*- - Zo3 206.326'. 1/2/13 TFD FP Fonn 8 4410144 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3523049115 Site Address: 5811 SEGALE PARK DR C Tukwila, WA 98138 Suite Number: Floor: 2nd Tenant Name: Segale Business Park New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Segale Properties Mailing Address: P.O. BOX 88028 Tukwila WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Manny Ornelas Day Telephone: 206-436-5301 Company Name: Washington Alarm Mailing Address: 2030 Airport Way S E-mail Address: permits@washingtonalarm.com City State Zip Fax Number: 206-322-7214 Contractor's City of Tukwila Business License number: BUS -0992857 Total number of new/relocated devices or sprinkler heads: 1 + Transmitter Valuation of Project (contractor's bid price): $ 1 ' 100 Scope of Work (please provide detailed information): Installation of a AES 7707 Radio to replace existing phone lines, connected to existing Radionics 9412 on the 2nd floor Adding pull station next to FACP. 17646-1 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:AILAUT RIZE GE Signature: // �� •Date: 3/29/2018 Print Name: Ornelas Day Telephone: 206-436-5301 Plan Permit App.doc 8/22/14 TFD FP Form 8 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park t, Tukwila, WA 98188 - Phone 206-575- 7 - Fax 206-575-4439 { 4 -I E-mail: tukfdprv®ci.tukwila.wa.us e ___._14/AcYORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. / S7/ t,�,� Date Permit # 0 /— Installing Company 4) , �-J < <� / �' �) 19-/-& moi c Installing Contractor's Address /a.3 S . %/ep,r-cir� City #7/ U � Phone # (12_ Installer's Name (PRINT) ,/-79-C, 4 M, ,O ler re/ -S. License and/or Certificate }t,c� rC. .7.-/- r' Name of Facility sei62,e ez_s- Property Address '/1 s'��,,,, 7, Xe„ - City e„ -City Tukwila Zip Code Occupied as C (c so G,%�i,a he, u (P /crA ,0/2 Owner or Representative - - Phone # General Contractor Electrical Contractor FACPEquipment Manufacturer ,e,,91 rc _ Model # 7 9'40_ This system has ben installed, prg-lest and operates in accordance with the standards listed below and was inspected by r, On (date) % Q� Circle all that apply: UNFPA 72; Chapter 12 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. - 1.1FPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 .11. L and includes the devices listed on back. UL Central Station Monitor SIGNED System Firmware: Installed version Initial program Installation System is monitored byaesh.:v /sir/ liler� Date Revisions and Reasons Date Date Programmed by•,��� 1 1 Tukwila f Prevention Bureau- Material and ' EQUIPMENT INSTALLED AND TESTED: Control Panel 1 of,� Manual Station of Smoke Detectors _ of -- Heat Detectors of. ,__ Duct Detectors of A/V Devices of o2 Audio Devices of Visual Devices £of Auto Door Release of Trouble Indictors of Batteries Readings Battery Generator _ of HVAC Controls of Fire Alarm Dialer,� of Monitored by l%,s' Annunciator of t Certificate 7 Make/Model Geceri(j),v Make/Model Make/Model Make/Model Make/Model Make/Model G✓X /cnr- Make/Model . . Make/Model 414 e Make/Model Make/Model Full Load Charge Make/Model Make/Model Make/Model 4.e cre r re S / % / Make/Model ,ems 0/, 'oJ ,fir. _c // a — Sprinkler System. (Fire Alarm connections only) of.L Make/Model of 4 Make/Model ; r . 7 ,42r.,,� of Make/Model Water Flow Sw. Valve Tamper Sw. - PIV Elec. Alarm Bell Pse of Make/Model Automatic time Delay of Water Flow Alarm ? eeD seconds. None Installed Do you meet audible/visible requi ents of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes _ No <• Test of alarm Syst n emergency power, satisfactory? Yes _ No _ Test Witnessed bylQ-53 Title A ALV.:el -C-- Date 1 1 Z. 02... • Comments:' TFD FP Form 0110 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park . t, Tukwila, WA 98188 - Phone 206-575—. , 7 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICA V ' FIRE ALARM AND FIRE DETECTION SYSTEMS I L E Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date $. Z2. , p 2 Permit # D /% 2 3 Installing Company W4 Installing Contractor's Address / 2 y3ka K City Phone # / 9 6 3Z 8 /J' Installer's Name (PRINT) Gk./5T%NEL . ,641 -Ager License and/or Certificate 6 #9-P2 f- c 4 011qT Name of Facility g2c/i1-4- Net pv'tcce Phe -1< - Property Address 5142 %4C e Cit}, Tukwila Zip Code qtr 4 Occupied as lct.thi(,t,� Owner or Representative So4ae /t/€49.0,_ General Contractor Electrical Contractor FACP Equipment Manufacturer L?41 'O' Phone # 5-75- 2 Model/2- This system has been installed, pre -tested and operates i accordance with the standards listed below and was inspected by /j On (date) . 2 / . p Z and includes the devices listed on back. Circle all that apply: X NFPA 72, Chapter 1 2 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 1900, 1901 UL Central Stati. : onitor i Sy monitored by 10--n' SIGNED System Firmware: Installed version Initial program Installation Checksum Date St-- —2 / df .� Date Revisions and Reasons Date Programmed by Tukwila T Prevention Bureau- Material and 1t Certificate EQUIPMENT INSTALLED AND TESTED: Control Panel / of / Manual Station /0 of /0 Smoke Detectors Zia 83 Heat Detectors j of a Duct Detectors _L. of Acrid %��r�vi:w / AN Devices 4'2 of 42 Audio Devices 1.4_(AA. Visual Devices of Auto Door Release of Trouble Indictors of Batteries Readings Battery /2/ r Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model MakF/Model Make/Model Make/Model Make/Model 9z//2 le 2 70 - -a/tit/carve /0 — 4262 'r# 73 — 65 a85- 35- • 85- 3S,e' e >6=4 2.8/ s PL M524 /tioc P� Z4//f\' �ISPd'Et2Goc Full Load / 2/ S - Generator _ of _ Make/Model HVAC Controls / of / Make/Model Fire Alarm Dialer / of / Make/Model Monitored by yr 11-- 4—'--4—e iy Charge /217F x'4/2 4.4-eree— Annunciator of _j Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. / of / Valve Tamper Sw. 2. of 2 PIV of Elec. Alarm Bell / of / Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm /2 5--64ieu...k PC -V62 ,l 5 f3 to �r seconds. None Installed Do you meet audible/visible re • uirements of WAC 51-44, UFC STD 10-2, 1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? 2; No Test of alarm System on emergency power, satisfactory? Test Witnessed by leave. Gt. Title Comments: G+-Q,epDate �S� &/ • dZ TFD FP Form 1110 2 "'JKWILA FIRE PREVENTION "TJREAU 444 Andover Park k,ast, Tukwila, WA 98188 - Phone 206-575-4-W7 - Fax 206-575-4439 1 1... E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date /C — — © / Permit # O, F 14 0 Installing Company „e, ch , �,,, Lo2 r,, /-z/C Installing Contractor's Address / 2 'z 3 S' , J`� City Phone # (�© l� s 2, r¢"sr, Installer's Name (PRINT) License and/or Certificate Name of Facility `rQu ,r , Property Address'/( S'� / r. �egi. 4 , City Tukwila / / Zip Code Occupied as 0 , c_ / /..J� ✓/,� h ,c9e-c,C Owner or Representative Efr' v, ,jJ �to,1} Phone # General Contractor /il //52. Electrical Contractor FACP Equipment Manufacturer �� r / / ( c _SS Model # 7/-/ This system has been instilled, pre -tested and operates in accordance with the standards listed below and was inspected by C� , , (s ,Q,��S On (date) 1 2 -- / and includes the devices listed on back. Circle all hat apply: PA 72, Chapter 1 2 4 5 6 7 and/or UFC STD 10-2:SBC L7.1.2, 1997 ED. PA 70, National Electrical Code, Article 760 Manufacturer's Instructions L7 Manufacturer's Instructions G_ Other (specify) /Tukwila City Ordinance Numbers 1900, 1901 UL Central Station SIGNED; System Firmware Installed version Initial program Installation nitor / Checksum System is monitored by h,J Sh , %i) f/o4i "74'/>' 7 Date / -- `� —© / Revisions and Reasons Date Date Programmed by Tukwila ] , Prevention Bureau- Material and it Certificate EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries /of 3'of 8 /ofl of f of of of of Make/Model Make/Model Make/Model Make/Model Make/Model ,t0 S� Make/Model 6/A /® (- 4- Make/Model . . Make/Model Make/Model Make/Model Readings Battery Full Load Generator of Make/Model Charge HVAC Controls of _._ Make/Model Fire Alarm Dialer _ of Make/Model Monitored by s 2 , ( - a7 741 Annunciator Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell of _ Make/Model of Make/Model of Make/Model of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible require of WAC 51-44, UFC STD 10-2,1997 ED., and/or NFPA 72, 1999 edition; Chapter 6? Yes !/ No Test of alarm System,Rikemergency power, satisfactory? Yes _ No Test Witnessed by — Title e' 5 3 Comments: Date )6(11`0) TFD FP Form 0110 2 JAN -30-2012 16:12 PATRIOT FIRE, FIFE pArmar:Rie Sprinklers Save Lives! FIRE PROTECTION, INC. January 30, 2012 To: Lt. Al Metzler Tukwila Fire:Department 444 Andover Park E Tukwila, WA. Re: Segale Properties 5811 Segale Park Drive C, Tukwila, WA Lt. Metzler: 257 922 6150 P.02 2710r7VRI:Aiefifitte'00 It0,00010;,,WA90424,. .:TEL.12154023.0290 fAX:4253) 9224193 ; • , Patriot Fire Protection, Inc. is requesting a shut down number fOrAe.": fire sprinklers located in the existing Segale Properties space. I removing heads from under a stair for modification of the stair and:',40Cif,' stair. This demolition must be done prior to allow the project to critical to the functionality of the fire system during construction, We are currently working on permit drawings and will have them submittd , we can. ittn.Oigtind 11coriSist of head .by the :the main is Please feel free to call with any questions. Sincerely, PATRIOT FIRE PROTECTION, INC. Steve Dodge Project Manager HANFORD; WA OF,O(OE TEL (509) 371406 FAX (509) 373.8949 TUKWILA, FIRE DEPARTMENT Please call 206-575-4407 and give thls,Fire Permit No. and exact address for shut- down or restoradon approvato VANCOuVERAMOPACE TEL (360) 699.4403 PORTLAND (903) 22Z6001 FAX (360) 699.440$ PATO/MI(1990. • as soon as . . TOTAL P.02 fQ. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (� Type of Inspectio : ilk Hood & Duct: ACCL Address: Permits: Contact Person: Suite # : cbl < € - C Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: pads gegit . — iltS -AL CeN4deArt--1 �— c);‘,-- c _tom 6—k . .-. ...J � .i. i, .,,_,ii C S P� 2c� &— 1 Ise--- /1 X / 7'' �- 14e `J pit) I 14-'/ A.04-g— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ‘-e--- ow ,51 Date: '/J / hg Hrs.: / , O $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: giPe(42— Cv �._, Type of Inspection: if} .--c4•.... -- ni; /. r1A�% Addres Suite #: S81 1 S. 1.e /PK- C . ontact Person: Special Instructions: Pre -Fire: Phone No.: Permits: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cik `- -i1--� — 04_ �..,.,.f� .5r6633 PLA t(% -- OCL 6 re_ 1.46.,-( �-- Needs Shift Inspection: /P� 663 Date: /iX y//j Sprinklers: --— /. 0 Fire Alarm: Hood & Duct: Monitor: 2a Pre -Fire: Permits: Occupancy Type: 3 Inspecto 663 Date: /iX y//j Hrs.: /. 0 i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575- Project: '' Sprinklers: Type of Inspection: v Add Suite #: Ss►1,ele fit._ C. Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. R.,1 1•r 1.4 K ' Mod 4sBtf- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect- ,;-fes Date: 5 /..) H rs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER - INSPECTION RECORD Retain a copy with p PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Se pci-4... coil-,,, A Type o Inspection: S r Cev-er Hood & Duct: Add rets: s: . c Se_voetc Suite #: Pie._ Contact Person: Special Instructions: Phone No.: qlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Q K1Q 7)-er Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:\ 5a— Date: g130// 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip:: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sc 5 a 1e_ H.3 Rooks/ Sprinklers: Type of Inspection: Sp, htr.Z / L.' 4/t" l Address: 5-81/ iSc9cdr. Poe Suite #: 0 ''? t'. Contact Person: a�'� ' Special Instructions: Occupancy Type: Phone No.: zo - GoL • eGo 3 i� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Q S,or.•4e/ .- ttea./ Coinl es- �/1 I 4d !f " lG6--- -tf► l Z. . 1,4-,-.1-1 Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: cm,) Date: 6/ chZ,- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 INSPECTION NUMBER - INSPECTION RECORD Retain a copy with permit s CITY OF TUKWILA FIRE DEMRTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: cecilikke Sprinklers: Fire Alarm: Type of �,nspection: 5 co 1,,-eir Address: Suite # : l S �``j-{t- �K C Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: En, cam. Date: yh yl/ Z Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F,D. Form F.P. 113 agyf•t. se/. 3 f Zt 1 Z 5.3 INSPECTION RECORD Retain a copy with perit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Scy..le_ Co.cres.e.,-€ ,a.,..-* Type of Inspection: Sfli.4441.s.%. /Cry..-. • Address: ,Syi, Se -5.•‘...— ,pry. G Suite #: Contact Person: Special Instructions: Phone No.: pproved per applicable codes. See- .iu{4, .: Corrections required prior to approval. COMMENTS: /jyj S, Sprinklers:/ 3//V,Z Fire Alarm: a) �,,ti.1cl:•5._ Cvut•-t .Pl..... 652.21L"" c c cA-s). Mar 4AAel# - Os e' .# Veti-real �u✓1 � /a." S.y.J�e ✓�L/ %r, .,.t. so7Fi . Permits: Occupancy Type: 54e- GI uk-tom •Z ..L,a-,2 s sfAv c.! .= i¢- o.0/ .1/rile-A__ AYmt, . Needs Shift Inspection: /jyj S, Sprinklers:/ 3//V,Z Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /jyj S, Date: 3//V,Z Hrs.: ref $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e 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 pATRIOT RE PROTECTION Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 November 21, 2001 City of Tukwila Fire Dept. 444 Andover Park East Tukwila, WA 98188 Attention: Steve Kohler Reference: Segale TI Segale Business Park Bldg 981— Second Floor Offices XXX — Segale Drive C Tukwila, WA Dear, r EvE TEL: (253) 926.2290 FAX: (253) 922.6150 Please reference the attached sheet of WSRB comments. A C -factor of 100 was used in the hydraulic calculations, please see pages 11 &12 of the Pre -Action calculations. However the Pre -action system has been deleted, and please note the attached sheet. Patriot is not adding any bracing as part of this project. Therefore there are no calculations required. Thank you for your time and effort and feel free to call if you have any questions. Sincerely, John Dacca Patriot fire protection 2707 70th Ave E Tacoma, WA 98424 Phone: 253-926-2290 Fax: 253-922-6150 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFPO99CF SPOKANE, WA OFFICE TEL: (509) 926.3428 FAX: (509) 926.3708 • Z r, rr, hNl i c'o' 361, • ��_MEM PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR SEGALE BUSINESS PARK OFFICE FILE NUMBER: OFFICE DATE: Nov 09, 2001 444o V t!//Z -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .13 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 48 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1104.9 gpm TOTAL WATER REQUIRED (including hose): 1354.9 gpm FLOW AND PRESSURE BASE OF RISER Node( 4 ):1104 gpm @ 64.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: John Dacca AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. di ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 135.0 128.0 1500.0 129.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) CITY 4 5 6 7 8 9 B10 B11 B14 815 B20 B21 B22 B23 B24 B25 B26 B27 B2 8 B29 B30 B31 B40 B41 B42 B43 B44 B45 B46 0.0 0.5 2.3 2.3 2.3 2.3 2.3 30.8 30.8 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 37.5 37.5 37.5 37.5 37.5 37.5 37.5 SOURCE PRESSURE (PSI) 65.3 64.8 63.8 60.3 60.3 60.2 60.2 47.2 45.2 42.1 41.8 41.1 40.8 40.5 40.3 40.1 40.0 39.8 39.7 39.6 39.6 39.6 39.6 39.9 39.6 39.4 39.2 39.0 38.8 38.7 Page 1 OFFICE REQ'D PRESS. (PSI) 1354.9 65.3 1354.9 GPM 250.0 GPM 0.0 GPM 1104.9 GPM DISCHARGE (GPM) 1104.9 k y B47 37.5 - - - 38.6 B48 37.5 - - 38.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B49 37.5 - - - - 38.3 B50 37.5 - - - 38.2 B51 37.5 - - - - 38.1 B60 35.2 - - - - 39.1 B61 35.2 - - - - 39.1 B62 35.2 - - - 39.1 B63 35.2 - - - - 39.0 B64 35.2 - - - 38.8 B65 35.2 - 38.5 B66 35.2 - 38.1 B67 35.2 - - 37.6 B68 35.2 - 36.9 B69 35.2 36.0 B70 35.2 - - 34.7 B71 35.2 - - - - 34.3 B80 37.5 - - - 38.3 B81 37.5 - - - - 38.3 B82 37.5 - - - - 38.2 B83 37.5 - - - - 38.1 B84 37.5 - - - 37.9 B85 37.5 - - - - 37.6 B86 37.5 - - - - 37.3 B87 37.5 - 36.8 B88 37.5 - - - 36.1 B89 37.5 - - - 35.3 B90 37.5 - - 34.1 B91 37.5 - - - - 33.8 101 37.5 - - - 36.4 102 37.5 - - 36.3 103 37.5 - 36.2 104 37.5 - 36.1 105 37.5 - - 36.0 106 37.5 - - 35.8 107 37.5 - - - - 35.6 108 37.5 - - 35.5 109 37.5 - 35.4 110 37.5 - - - 35.2 111 37.5 - - - 35.1 112 37.5 - - - 34.9 113 37.5 - - - 35.4 114 37.5 - - - - 35.2 115 37.5 - - - 35.1 116 37.5 - - - - 34.9 117 37.5 - - 34.8 118 37.5 - - - - 34.6 A 35.2 - - - 39.1 200 35.2 - 34.5 201 35.2 - - 34.4 202 35.2 - - 34.2 203 35.2 - - - - 34.2 204 35.2 - - - 33.5 205 35.2 - 33.4 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 206 35.2 - - - - 33.2 207 35.2 - - - - 33.1 208 35.2 - - - - 33.0 209 35.2 - - - - 33.0 251 26.8 - 30.7 252 26.8 - - - 9.9 300 26.8 - - 29.8 301 26.8 - - - 28.8 302 26.8 - - 28.5 303 26.8 - - - - 26.6 304 26.8 21.5 305 26.8 - - - - 20.1 306 26.8 - - - - 19.2 307 26.8 - - - - 18.9 308 26.8 - - - - 20.6 309 26.8 - - - - 17.4 310 26.8 - - - - 14.2 311 26.8 - - - - 11.3 312 26.8 - - - 10.5 313 26.8 - - - - 9.9 314 26.8 - - 9.8 315 26.8 - - - - 31.7 316 26.8 - - - - 24.2 317 26.8 - - - - 22.1 318 26.8 - - 17.3 319 26.8 - - - - 16.4 320 26.8 - - - 16.1 321 26.8 - - - - 22.4 322 26.8 - 17.2 323 26.8 - - - 14.8 324 26.8 - - - - 12.9 325 26.8 - - 11.8 326 26.8 - 11.7 327 26.8 - - - - 31.4 328 26.8 - - 25.5 329 26.8 - - - - 25.1 330 26.8 - - - - 19.1 331 26.8 - - - 15.7 332 26.8 - - 12.3 333 26.8 - - - 10.6 334 26.8 - - 9.0 335 26.8 - - - - 8.8 336 26.8 - - - 8.7 337 26.8 - - - 26.9 338 26.8 - - - - 24.1 339 26.8 - - - 23.3 340 26.8 - - - 23.0 341 26.8 - - - 20.2 342 26.8 - - - - 17.6 343 26.8 - - - 14.4 344 26.8 - - - 12.1 345 26.8 - - - - 9.7 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 346 26.8 8.8 347 26.8 8.7 500 23.5 K= 5.60 29.3 30.3 501 23.5 K= 5.60 27.7 29.5 502 23.5 K= 5.60 27.4 29.3 503 23.5 K= 5.60 25.1 28.1 504 23.5 K= 5.60 20.5 25.4 505 23.5 K= 5.60 19.2 24.6 506 23.5 K= 5.60 18.3 24.0 507 23.5 K= 5.60 18.6 24.1 508 23.5 K= 5.60 19.7 24.8 509 23.5 K= 5.60 16.8 23.0 510 23.5 K= 5.60 13.9 20.9 511 23.5 K= 5.60 11.3 18.8 512 23.5 K= 5.60 10.6 18.2 513 23.5 K= 5.60 10.1 17.8 514 23.5 K= 5.60 10.2 17.9 515 23.5 K= 5.60 30.3 30.8 516 23.5 K= 5.60 23.4 27.1 517 23.5 K= 5.60 21.1 25.7 518 23.5 K= 5.60 17.2 23.2 519 23.5 K= 5.60 16.3 22.6 520 23.5 K= 5.60 15.7 22.2 521 23.5 K= 5.60 21.3 25.8 522 23.5 K= 5.60 16.6 22.8 523 23.5 K= 5.60 14.5 21.3 524 23.5 K= 5.60 12.7 20.0 525 23.5 K= 5.60 11.8 19.2 526 23.5 K= 5.60 11.9 19.3 527 23.5 K= 5.60 29.4 30.4 528 23.5 K= 5.60 24.1 27.5 529 23.5 K= 5.60 24.2 27.6 530 23.5 K= 5.60 18.4 24.0 531 23.5 K= 5.60 15.3 21.9 532 23.5 K= 5.60 12.3 19.6 533 23.5 K= 5.60 10.9 18.5 534 23.5 K= 5.60 9.5 17.3 535 23.5 K= 5.60 9.1 16.9 536 23.5 K= 5.60 9.2 17.0 537 23.5 K= 5.60 25.3 28.2 538 23.5 K= 5.60 22.9 26.8 539 23.5 K= 5.60 22.1 26.4 540 23.5 K= 5.60 21.8 26.2 541 23.5 K= 5.60 19.3 24.6 542 23.5 K= 5.60 16.9 23.0 543 23.5 K= 5.60 14.1 21.0 544 23.5 K= 5.60 12.1 19.5 545 23.5 K= 5.60 10.4 18.0 546 23.5 K= 5.60 9.1 16.9 547 23.5 K= 5.60 9.2 17.0 Page 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA Page 5 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 1104.9 10.400 PL 30.00 PF 0.3 CITY 0.0 SRCE 65.3 (N/A) 4.2 140 FTG ETG PE -0.2 4 0.5 0.0 64.8 0.0 0.002 TL 139.00 PV 0.1 Pipe: 2 1104.9 8.249 PL 1.50 PF 0.2 4 0.5 0.0 64.8 0.0 6.6 120 FTG E PE -0.8 5 2.3 0.0 63.8 0.0 0.009 TL 21.50 PV 0.3 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 63.8 0.0 3.5 psi, 1104.9 gpm 6 2.3 0.0 60.3 0.0 Pipe: 4 1104.9 8.249 PL 1.50 PF 0.0 6 2.3 0.0 60.3 0.0 6.6 120 FTG ---- PE 0.0 7 2.3 0.0 60.3 0.0 0.009 TL 1.50 PV 0.3 Pipe: 5 1104.9 8.249 PL 2.00 PF 0.0 7 2.3 0.0 60.3 0.0 6.6 120 FTG ---- PE 0.0 8 2.3 0.0 60.2 0.0 0.009 TL 2.00 PV 0.3 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 60.2 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 1104.9 8.249 PL 26.21 PF 0.7 8 2.3 0.0 60.2 0.0 6.6 120 FTG TG PE -12.3 B10 30.8 0.0 47.2 0.0 0.009 TL 72.21 PV 0.3 Pipe: 8 1104.9 8.249 PL 167.04 PF 2.0 B10 30.8 0.0 47.2 0.0 6.6 120 FTG 2E PE 0.0 Bil 30.8 0.0 45.2 0.0 0.009 TL 207.04 PV 0.3 Pipe: 11 1104.9 8.249 PL 110.25 PF 1.2 Bil 30.8 0.0 45.2 0.0 6.6 120 FTG E PE -1.9 B14 35.2 0.0 42.1 0.0 0.009 TL 130.25 PV 0.3 Pipe: 12 1104.9 8.249 PL 8.71 PF 0.3 B14 35.2 0.0 42.1 0.0 6.6 120 FTG E PE 0.0 B15 35.2 0.0 41.8 0.0 0.009 TL 28.71 PV 0.3 Pipe: 13 1104.9 6.357 PL 4.33 PF 0.8 B15 35.2 0.0 41.8 0.0 11.2 120 FTG E PE 0.0 B20 35.2 0.0 41.1 0.0 0.034 TL 22.33 PV 0.8 Pipe: 14 1021.4 6.357 PL 10.00 PF 0.3 B20 35.2 0.0 41.1 0.0 10.3 120 FTG ---- PE 0.0 B21 35.2 0.0 40.8 0.0 0.029 TL 10.00 PV 0.7 Pipe: 15 944.4 6.357 PL 10.00 PF 0.3 B21 35.2 0.0 40.8 0.0 9.5 120 FTG ---- PE 0.0 B22 35.2 0.0 40.5 0.0 0.025 TL 10.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) 822 B23 823 B24 B24 B25 B25 B26 B26 B27 B27 B28 B28 B29 829 B30 B30 B31 B20 B40 B21 B41 B22 B42 823 843 Pipe: 16 35.2 35.2 Pipe: 17 35.2 35.2 Pipe: 18 35.2 35.2 Pipe: 19 35.2 35.2 Pipe: 20 35.2 35.2 Pipe: 21 35.2 35.2 Pipe: 22 35.2 35.2 Pipe: 23 35.2 35.2 Pipe: 24 35.2 35.2 Pipe: 25 35.2 37.5 Pipe: 26 35.2 37.5 Pipe: 27 35.2 37.5 Pipe: 28 35.2 37.5 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 873.5 6.357 PL 0.0 40.5 0.0 8.8 120 FTG 0.0 40.3 0.0 0.022 TL 805.3 6.357 0.0 40.3 0.0 8.1 120 0.0 40.1 0.0 0.019 737.0 6.357 0.0 40.1 0.0 7.4 120 0.0 40.0 0.0 0.016 665.4 6.357 0.0 40.0 0.0 6.7 120 0.0 39.8 0.0 0.013 587.3 6.357 0.0 39.8 0.0 5.9 120 0.0 39.7 0.0 0.010 499.4 6.357 0.0 39.7 0.0 5.0 120 0.0 39.6 0.0 0.008 398.3 6.357 0.0 39.6 0.0 4.0 120 0.0 39.6 0.0 0.005 280.7 6.357 0.0 39.6 0.0 2.8 120 0.0 39.6 0.0 0.003 143.4 6.357 0.0 39.6 0.0 1.4 120 0.0 39.6 0.0 0.001 0.0 41.1 0.0 39.9 0.0 40.8 0.0 39.6 0.0 40.5 0.0 39.4 0.0 40.3 0.0 39.2 83.6 3.352 0.0 3.0 120 0.0 0.006 77.0 3.352 0.0 2.8 120 0.0 0.005 70.9 3.352 0.0 2.6 120 0.0 0.005 68.2 3.352 0.0 2.5 120 0.0 0.004 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 Page 6 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.2 0.0 0.5 0.2 0.0 0.4 0.2 0.0 0.4 0.1 0.0 0.3 0.1 0.0 0.2 0.1 0.0 0.2 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.2 - 1.0 0.1 0.1 - 1.0 0.1 0.1 -1.0 0.0 0.1 - 1.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) B24 B44 1325 B45 B26 B46 Pipe: 29 35.2 37.5 Pipe: 30 35.2 37.5 Pipe: 31 35.2 37.5 Pipe: 32 B27 35.2 347 37.5 B28 B48 B29 B49 B30 B50 B31 251 B60 861 B61 B62 A B62 B62 B63 B63 B64 Pipe: 33 35.2 37.5 Pipe: 34 35.2 37.5 Pipe: 35 35.2 37.5 Pipe: 36 35.2 37.5 Pipe: 37 35.2 35.2 Pipe: 38 35.2 35.2 Pipe: 38A 35.2 35.2 Pipe: 39 35.2 35.2 Pipe: 40 35.2 35.2 PT (PSI) 0.0 40.1 0.0 39.0 0.0 40.0 0.0 38.8 0.0 39.8 0.0 38.7 0.0 39.7 0.0 38.6 0.0 39.6 0.0 38.4 0.0 39.6 0.0 38.3 0.0 39.6 0.0 38.2 0.0 39.6 0.0 38.1 0.0 39.1 0.0 39.1 0.0 39.1 0.0 39.1 0.0 39.1 0.0 39.1 0.0 39.1 0.0 39.0 0.0 39.0 0.0 38.8 Q(GPM) DIA (IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT 68.3 3.352 0.0 2.5 120 0.0 0.004 71.5 3.352 0.0 2.6 120 0.0 0.005 78.1 3.352 0.0 2.8 120 0.0 0.006 88.0 3.352 0.0 3.2 120 0.0 0.007 101.1 3.352 0.0 3.7 120 0.0 0.009 117.5 3.352 0.0 4.3 120 0.0 0.012 137.3 3.352 0.0 5.0 120 0.0 0.016 143.4 3.352 0.0 5.2 120 0.0 0.017 83.6 4.352 0.0 1.8 120 0.0 0.002 160.5 4.352 0.0 3.5 120 0.0 0.006 -0.3 4.352 0.0 0.0 120 0.0 0.000 231.5 4.352 0.0 5.0 120 0.0 0.012 299.7 4.352 0.0 6.5 120 0.0 0.019 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 10.00 FTG ---- TL 10.00 PL 3.25 FTG ---- TL 3.25 PL 6.75 FTG ---- TL 6.75 PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 Page 7 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.1 -1.0 0.0 0.1 -1.0 0.0 0.1 -1.0 0.1 0.2 - 1.0 0.1 0.2 - 1.0 0.1 0.3 - 1.0 0.1 0.4 - 1.0 0.2 0.4 -1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.2 0.2 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: B64 B65 B65 B66 B66 B67 B67 B68 368 B69 B69 B70 B70 B71 B60 B80 361 B81 B62 B82 B63 B83 364 B84 B65 B85 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 41 367.9 4.352 35.2 0.0 38.8 0.0 7.9 120 35.2 0.0 38.5 0.0 0.028 Pipe: 42 35.2 35.2 Pipe: 43 35.2 35.2 Pipe: 44 35.2 35.2 Pipe: 45 35.2 35.2 Pipe: 46 35.2 35.2 Pipe: 47 35.2 35.2 Pipe: 48 35.2 37.5 Pipe: 49 35.2 37.5 Pipe: 50 35.2 37.5 Pipe: 51 35.2 37.5 Pipe: 52 35.2 37.5 Pipe: 53 35.2 37.5 439.5 4.352 0.0 38.5 0.0 9.5 120 0.0 38.1 0.0 0.039 517.6 4.352 0.0 38.1 0.0 11.2 120 0.0 37.6 0.0 0.052 605.6 4.352 0.0 37.6 0.0 13.1 120 0.0 36.9 0.0 0.070 706.7 4.352 0.0 36.9 0.0 15.2 120 0.0 36.0 0.0 0.093 824.2 4.352 0.0 36.0 0.0 17.8 120 0.0 34.7 0.0 0.124 454.5 4.352 0.0 34.7 0.0 9.8 120 0.0 34.3 0.0 0.041 0.0 39.1 0.0 38.3 0.0 39.1 0.0 38.3 0.0 39.1 0.0 38.2 0.0 39.0 0.0 38.1 0.0 38.8 0.0 37.9 0.0 38.5 0.0 37.6 -83.6 3.352 0.0 3.0 120 0.0 0.006 - 77.0 3.352 0.0 2.8 120 0.0 0.005 0.0 0.0 -70.9 3.352 2.6 120 0.005 - 68.2 3.352 0.0 2.5 120 0.0 0.004 0.0 0.0 0.0 0.0 - 68.3 3.352 2.5 120 0.004 -71.5 3.352 2.6 120 0.005 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 Page 8 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.3 0.0 0.4 0.4 0.0 0.6 0.5 0.0 0.8 0.7 0.0 1.1 0.9 0.0 1.6 1.2 0.0 2.1 0.4 0.0 0.6 PF 0.2 PE -1.0 PV 0.1 PF 0.1 PE -1.0 PV 0.1 PF 0.1 PE -1.0 PV 0.0 PF 0.1 PE -1.0 PV 0.0 PF 0.1 PE -1.0 PV 0.0 PF 0.1 PE -1.0 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 9 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 54 -78.1 3.352 PL 2.29 PF 0.1 B66 35.2 0.0 38.1 0.0 2.8 120 FTG T PE -1.0 B86 37.5 0.0 37.3 0.0 0.006 TL 25.29 PV 0.1 Pipe: 55 -88.0 3.352 PL 2.29 PF 0.2 B67 35.2 0.0 37.6 0.0 3.2 120 FTG T PE -1.0 B87 37.5 0.0 36.8 0.0 0.007 TL 25.29 PV 0.1 Pipe: 56 -101.1 3.352 PL 2.29 PF 0.2 B68 35.2 0.0 36.9 0.0 3.7 120 FTG T PE -1.0 B88 37.5 0.0 36.1 0.0 0.009 TL 25.29 PV 0.1 Pipe: 57 -117.5 3.352 PL 2.29 PF 0.3 B69 35.2 0.0 36.0 0.0 4.3 120 FTG T PE -1.0 B89 37.5 0.0 35.3 0.0 0.012 TL 25.29 PV 0.1 Pipe: 58 -137.3 3.352 PL 2.29 PF 0.4 B70 35.2 0.0 34.7 0.0 5.0 120 FTG T PE -1.0 B90 37.5 0.0 34.1 0.0 0.016 TL 25.29 PV 0.2 Pipe: 59 -143.4 3.352 PL 2.29 PF 0.4 B71 35.2 0.0 34.3 0.0 5.2 120 FTG T PE -1.0 B91 37.5 0.0 33.8 0.0 0.017 TL 25.29 PV 0.2 Pipe: 60 83.6 3.352 PL 205.00 PF 1.6 B40 37.5 0.0 39.9 0.0 3.0 120 FTG 2T PE 0.0 B80 37.5 0.0 38.3 0.0 0.006 TL 251.00 PV 0.1 Pipe: 61 77.0 3.352 PL 205.00 PF 1.4 B41 37.5 0.0 39.6 0.0 2.8 120 FTG 2T PE 0.0 B81 37.5 0.0 38.3 0.0 0.005 TL 251.00 PV 0.1 Pipe: 62 70.9 3.352 PL 205.00 PF 1.2 B42 37.5 0.0 39.4 0.0 2.6 120 FTG 2T PE 0.0 B82 37.5 0.0 38.2 0.0 0.005 TL 251.00 PV 0.0 Pipe: 63 68.2 3.352 PL 205.00 PF 1.1 B43 37.5 0.0 39.2 0.0 2.5 120 FTG 2T PE 0.0 B83 37.5 0.0 38.1 0.0 0.004 TL 251.00 PV 0.0 Pipe: 64 68.3 3.352 PL 205.00 PF 1.1 B44 37.5 0.0 39.0 0.0 2.5 120 FTG 2T PE 0.0 B84 37.5 0.0 37.9 0.0 0.004 TL 251.00 PV 0.0 Pipe: 65 71.5 3.352 PL 205.00 PF 1.2 B45 37.5 0.0 38.8 0.0 2.6 120 FTG 2T PE 0.0 B85 37.5 0.0 37.6 0.0 0.005 TL 251.00 PV 0.0 Pipe: 66 78.1 3.352 PL 205.00 PF 1.4 B46 37.5 0.0 38.7 0.0 2.8 120 FTG 2T PE 0.0 B86 37.5 0.0 37.3 0.0 0.006 TL 251.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 10 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 67 88.0 3.352 PL 205.00 PF 1.8 B47 37.5 0.0 38.6 0.0 3.2 120 FTG 2T PE 0.0 B87 37.5 0.0 36.8 0.0 0.007 TL 251.00 PV 0.1 Pipe: 68 101.1 3.352 PL 205.00 PF 2.3 B48 37.5 0.0 38.4 0.0 3.7 120 FTG 2T PE 0.0 B88 37.5 0.0 36.1 0.0 0.009 TL 251.00 PV 0.1 Pipe: 69 117.5 3.352 PL 136.00 PF 1.9 B49 37.5 0.0 38.3 0.0 4.3 120 FTG T PE 0.0 101 37.5 0.0 36.4 0.0 0.012 TL 159.00 PV 0.1 Pipe: 70 117.5 3.352 PL 8.00 PF 0.1 101 37.5 0.0 36.4 0.0 4.3 120 FTG ---- PE 0.0 102 37.5 0.0 36.3 0.0 0.012 TL 8.00 PV 0.1 Pipe: 71 117.5 3.352 PL 7.00 PF 0.1 102 37.5 0.0 36.3 0.0 4.3 120 FTG ---- PE 0.0 103 37.5 0.0 36.2 0.0 0.012 TL 7.00 PV 0.1 Pipe: 72 117.5 3.352 PL 10.00 PF 0.1 103 37.5 0.0 36.2 0.0 4.3 120 FTG ---- PE 0.0 104 37.5 0.0 36.1 0.0 0.012 TL 10.00 PV 0.1 Pipe: 73 117.5 3.352 PL 10.00 PF 0.1 104 37.5 0.0 36.1 0.0 4.3 120 FTG ---- PE 0.0 105 37.5 0.0 36.0 0.0 0.012 TL 10.00 PV 0.1 Pipe: 73A 117.5 3.352 PL 10.00 PF 0.1 105 37.5 0.0 36.0 0.0 4.3 120 FTG ---- PE 0.0 106 37.5 0.0 35.8 0.0 0.012 TL 10.00 PV 0.1 Pipe: 73B 117.5 3.352 PL 24.00 PF 0.6 106 37.5 0.0 35.8 0.0 4.3 120 FTG T PE 0.0 B89 37.5 0.0 35.3 0.0 0.012 TL 47.00 PV 0.1 Pipe: 74 137.3 3.352 PL 136.00 PF 2.6 B50 37.5 0.0 38.2 0.0 5.0 120 FTG T PE 0.0 107 37.5 0.0 35.6 0.0 0.016 TL 159.00 PV 0.2 Pipe: 75 137.3 3.352 PL 8.00 PF 0.1 107 37.5 0.0 35.6 0.0 5.0 120 FTG ---- PE 0.0 108 37.5 0.0 35.5 0.0 0.016 TL 8.00 PV 0.2 Pipe: 76 137.3 3.352 PL 7.00 PF 0.1 108 37.5 0.0 35.5 0.0 5.0 120 FTG ---- PE 0.0 109 37.5 0.0 35.4 0.0 0.016 TL 7.00 PV 0.2 Pipe: 77 137.3 3.352 PL 10.00 PF 0.2 109 37.5 0.0 35.4 0.0 5.0 120 FTG ---- PE 0.0 110 37.5 0.0 35.2 0.0 0.016 TL 10.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Pipe: 78 110 37.5 0.0 35.2 111 37.5 0.0 35.1 Pipe: 78A 111 37.5 0.0 35.1 112 37.5 0.0 34.9 Pipe: 78B 112 37.5 0.0 34.9 B90 37.5 0.0 34.1 Pipe: 79 B51 37.5 0.0 38.1 113 37.5 0.0 35.4 Pipe: 80 113 37.5 0.0 35.4 114 37.5 0.0 35.2 Pipe: 81 114 37.5 0.0 35.2 115 37.5 0.0 35.1 Pipe: 82 115 37.5 0.0 35.1 116 37.5 0.0 34.9 Pipe: 83 116 37.5 0.0 34.9 117 37.5 0.0 34.8 Pipe: 84 117 37.5 0.0 34.8 118 37.5 0.0 34.6 Pipe: 85 118 37.5 0.0 34.6 B91 37.5 0.0 33.8 Pipe: 86 B70 35.2 0.0 34.7 200 35.2 0.0 34.5 Pipe: 87 200 35.2 0.0 34.5 201 35.2 0.0 34.4 Pipe: 87A 201 35.2 0.0 34.4 B71 35.2 0.0 34.3 Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT 137.3 3.352 PL 10.00 0.0 5.0 120 FTG ---- 0.0 0.016 TL 10.00 137.3 3.352 0.0 5.0 120 0.0 0.016 137.3 3.352 0.0 5.0 120 0.0 0.016 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 143.4 3.352 0.0 5.2 120 0.0 0.017 PL 10.00 FTG ---- TL 10.00 PL 24.00 FTG T TL 47.00 PL 136.00 FTG T TL 159.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL PL FTG TL PL FTG TL PL FTG TL 7.00 7.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 24.00 FTG T TL 47.00 507.0 4.352 PL 0.0 10.9 120 FTG 0.0 0.050 TL 417.9 4.352 PL 0.0 9.0 120 FTG 0.0 0.035 TL 291.9 4.352 PL 0.0 6.3 120 FTG 0.0 0.018 TL 4.75 4.75 4.50 4.50 0.75 0.75 Page 11 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.2 0.0 0.2 0.2 0.0 0.2 0.8 0.0 0.2 2.8 0.0 0.2 0.1 0.0 0.2 0.1 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.8 0.0 0.2 0.2 0.0 0.8 0.2 0.0 0.5 0.0 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT Pipe: 88 B71 35.2 0.0 34.3 202 35.2 0.0 34.2 Pipe: 88A 202 35.2 0.0 34.2 203 35.2 0.0 34.2 Pipe: 89 203 35.2 0.0 34.2 204 35.2 0.0 33.5 Pipe: 90 204 35.2 0.0 33.5 205 35.2 0.0 33.4 Pipe: 91 205 35.2 0.0 33.4 206 35.2 0.0 33.2 Pipe: 92 206 35.2 0.0 33.2 207 35.2 0.0 33.1 Pipe: 93 207 35.2 0.0 33.1 208 35.2 0.0 33.0 Pipe: 94 208 35.2 0.0 33.0 209 35.2 0.0 33.0 Pipe: 95 200 35.2 0.0 34.5 300 26.8 0.0 29.8 Pipe: 96 300 26.8 0.0 29.8 301 26.8 0.0 28.8 Pipe: 301 302 97 26.8 0.0 28.8 26.8 0.0 28.5 Pipe: 98 201 35.2 0.0 34.4 251 26.8 0.0 30.7 Pipe: 99 251 26.8 0.0 30.7 303 26.8 0.0 26.6 889.7 4.352 PL 0.0 19.2 120 FTG 0.0 0.143 TL 0.75 0.75 748.3 4.352 PL 0.75 0.0 16.1 120 FTG 0.0 0.104 TL 0.75 717.5 4.352 PL 7.00 0.0 15.5 120 FTG ---- 0.0 0.096 TL 7.00 596.7 4.352 PL 0.0 12.9 120 FTG 0.0 0.068 TL 468.2 4.352 PL 0.0 10.1 120 FTG 0.0 0.043 TL 382.7 4.352 PL 0.0 8.3 120 FTG 0.0 0.030 TL 247.6 4.352 PL 0.0 5.3 120 FTG 0.0 0.013 TL 140.1 4.352 PL 0.0 3.0 120 FTG 0.0 0.005 TL 0.75 0.75 6.25 6.25 0.75 0.75 7.00 7.00 0.75 0.75 89.1 1.687 PL 16.00 0.0 12.8 120 FTG 3ET 0.0 0.204 TL 41.00 58.8 1.452 PL 5.00 0.0 11.4 120 FTG ---- 0.0 0.196 TL 5.00 29.3 1.452 PL 5.50 0.0 5.7 120 FTG ---- 0.0 0.054 TL 5.50 126.1 2.154 PL 32.00 0.0 11.1 120 FTG 3ET 0.0 0.118 TL 62.00 126.1 1.687 PL 0.50 0.0 18.1 120 FTG T 0.0 0.388 TL 10.50 Page 12 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.1 0.0 2.5 0.1 0.0 1.8 0.7 0.0 1.6 0.1 0.0 1.1 0.3 0.0 0.7 0.0 0.0 0.5 0.1 0.0 0.2 0.0 0.0 0.1 8.4 3.6 1.1 1.0 0.0 0.9 0.3 0.0 0.2 7.3 3.6 0.8 4.1 0.0 2.2 Date: 11/ JOB TITLE: PIPE DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 09/2001 Segale 981 Building office area (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 303 304 Pipe: 304 305 Pipe: 305 306 Pipe: 306 307 Pipe: 202 308 Pipe: 308 309 Pipe: 309 310 Pipe: 310 311 Pipe: 311 312 Pipe: 312 313 Pipe: 313 314 Pipe: 203 315 Pipe: 204 316 NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 100 98.0 1.452 26.8 0.0 26.6 0.0 19.0 120 26.8 0.0 21.5 0.0 0.506 PRESS. SUM. (PSI) PL 10.00 PF FTG ---- PE TL 10.00 PV 101 72.7 1.452 PL 26.8 0.0 21.5 0.0 14.1 120 FTG 26.8 0.0 20.1 0.0 0.291 TL 102 48.1 1.452 26.8 0.0 20.1 0.0 9.3 120 26.8 0.0 19.2 0.0 0.136 103 24.1 1.452 26.8 0.0 19.2 0.0 4.7 120 26.8 0.0 18.9 0.0 0.038 104 1141.4 35.2 0.0 34.2 26.8 0.0 20.6 0.0� 1.687 120 0.480 105 116.6 1.687 26.8 0.0 20.6 0.0 16.7 120 26.8 0.0 17.4 0.0 0.336 106 93.6 1.452 26.8 0.0 17.4 0.0 18.1 120 26.8 0.0 14.2 0.0 0.464 107 72.7 1.452 26.8 0.0 14.2 0.0 14.1 120 26.8 0.0 11.3 0.0 0.291 108 53.9 1.452 26.8 0.0 11.3 0.0 10.4 120 26.8 0.0 10.5 0.0 0.167 109 35.7 1.452 26.8 0.0 10.5 0.0 6.9 120 26.8 0.0 9.9 0.0 0.078 110 17.9 1.452 26.8 0.0 9.9 0.0 3.5 120 26.8 0.0 9.8 0.0 0.022 111 30.8 1.104 35.2 0.0 34.2 0.0 10.3 120 26.8 0.0 31.7 0.0 0.226 112 120.8 1.687 35.2 0.0 33.5 0.0 17.3 120 26.8 0.0 24.2 0.0 0.358 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 5.00 5.00 PF PE PV 6.80 PF - --- PE 6.80 PV 6.00 PF ---- PE 6.00 PV 11.00 3ET 36.00 PF PE PV 9.50 PF ---- PE 9.50 PV 6.90 PF ---- PE 6.90 PV PL 10.00 PF FTG ---- PE TL 10.00 PV PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 5.00 PF - --- PE 5.00 PV 6.80 PF - --- PE 6.80 PV 6.00 PF PE 6.00 PV 15.00 2ET 27.00 11.00 3ET 36.00 PF PE PV PF PE PV 5.1 0.0 2.4 1.5 0.0 1.3 0.9 0.0 0.6 0.2 0.0 0.1 17.3 3.6 2.8 3.2 0.0 1.9 3.2 0.0 2.2 2.9 0.0 1.3 0.8 0.0 0.7 0.5 0.0 0.3 0.1 0.0 0.1 6.1 3.6 0.7 12.9 3.6 2.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) 316 317 317 318 318 319 319 320 205 321 321 322 322 323 323 324 Pipe: 113 26.8 26.8 Pipe: 114 26.8 26.8 Pipe: 115 26.8 26.8 Pipe: 116 26.8 26.8 Pipe: 117 35.2 26.8 Pipe: 118 26.8 26.8 Pipe: 119 26.8 26.8 Pipe: 120 26.8 26.8 Pipe: 121 324 26.8 325 26.8 325 326 206 327 327 328 328 329 Pipe: 122 26.8 26.8 Pipe: 123 35.2 26.8 Pipe: 124 26.8 26.8 Pipe: 125 26.8 26.8 PT (PSI) 0.0 24.2 0.0 22.1 0.0 22.1 0.0 17.3 0.0 17.3 0.0 16.4 0.0 16.4 0.0 16.1 0.0 33.4 0.0 22.4 0.0 22.4 0.0 17.2 0.0 17.2 0.0 14.8 0.0 14.8 0.0 12.9 0.0 12.9 0.0 11.8 0.0 11.8 0.0 11.7 0.0 33.2 0.0 31.4 0.0 31.4 0.0 25.5 0.0 25.5 0.0 25.1 Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT 93.7 1.452 0.0 18.1 120 0.0 0.465 68.0 1.452 0.0 13.2 120 0.0 0.257 0.0 0.0 0.0 0.0 44.8 1.452 8.7 120 0.119 22.2 1.452 4.3 120 0.032 128.5 1.687 0.0 18.4 120 0.0 0.402 102.7 1.452 0.0 19.9 120 0.0 0.551 79.9 1.452 0.0 15.5 120 0.0 0.346 58.5 1.452 0.0 11.3 120 0.0 0.195 0.0 0.0 38.5 1.452 7.5 120 0.090 19.3 1.452 0.0 3.7 120 0.0 0.025 85.5 1.452 0.0 16.6 120 0.0 0.392 55.1 1.452 0.0 10.7 120 0.0 0.174 PL 4.50 FTG ---- TL 4.50 PL 10.75 FTG 2E TL 18.75 PL 8.00 FTG ---- TL 8.00 PL FTG TL 7.50 7.50 PL 11.50 FTG 3ET TL 36.50 PL 9.50 FTG ---- TL 9.50 PL FTG TL 6.75 6.75 PL 10.00 FTG ---- TL 10.00 PL 12.00 FTG ---- TL 12.00 PL FTG TL 6.00 6.00 PL 13.75 FTG ---- TL 13.75 PL 13.75 FTG 3ET TL 33.75 27.6 1.452 PL 0.0 5.3 120 FTG 0.0 0.048 TL 9.12 9.12 Page 14 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 2.1 0.0 2.2 4.8 0.0 1.2 0.9 0.0 0.5 0.2 0.0 0.1 14.7 3.6 2.3 5.2 0.0 2.7 2.3 0.0 1.6 1.9 0.0 0.9 1.1 0.0 0.4 0.2 0.0 0.1 5.4 3.6 1.8 5.9 0.0 0.8 0.4 0.0 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 15 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 126 135.2 1.687 PL 15.00 PF 17.7 207 35.2 0.0 33.1 0.0 19.4 120 FTG 3ET PE 3.6 330 26.8 0.0 19.1 0.0 0.441 TL 40.00 PV 2.5 Pipe: 127 111.2 1.687 PL 11.00 PF 3.4 330 26.8 0.0 19.1 0.0 16.0 120 FTG ---- PE 0.0 331 26.8 0.0 15.7 0.0 0.307 TL 11.00 PV 1.7 Pipe: 128 89.3 1.452 PL 8.00 PF 3.4 331 26.8 0.0 15.7 0.0 17.3 120 FTG ---- PE 0.0 332 26.8 0.0 12.3 0.0 0.425 TL 8.00 PV 2.0 Pipe: 129 69.7 1.452 PL 6.50 PF 1.7 332 26.8 0.0 12.3 0.0 13.5 120 FTG ---- PE 0.0 333 26.8 0.0 10.6 0.0 0.269 TL 6.50 PV 1.2 Pipe: 130 51.2 1.452 PL 4.65 PF 0.7 333 26.8 0.0 10.6 0.0 9.9 120 FTG ---- PE 0.0 252 26.8 0.0 9.9 0.0 0.152 TL 4.65 PV 0.7 Pipe: 131 17.3 1.104 PL 5.00 PF 0.9 252 26.8 0.0 9.9 0.0 5.8 120 FTG T PE 0.0 334 26.8 0.0 9.0 0.0 0.077 TL 11.00 PV 0.2 Pipe: 132 33.9 1.452 PL 7.00 PF 1.1 252 26.8 0.0 9.9 0.0 6.6 120 FTG 2E PE 0.0 335 26.8 0.0 8.8 0.0 0.071 TL 15.00 PV 0.3 Pipe: 133 17.0 1.452 PL 6.00 PF 0.1 335 26.8 0.0 8.8 0.0 3.3 120 FTG ---- PE 0.0 336 26.8 0.0 8.7 0.0 0.020 TL 6.00 PV 0.1 Pipe: 134 107.5 1.687 PL 14.00 PF 9.8 208 35.2 0.0 33.0 0.0 15.4 120 FTG 2ET PE 3.6 337 26.8 0.0 26.9 0.0 0.289 TL 34.00 PV 1.6 Pipe: 135 79.3 1.452 PL 8.00 PF 2.7 337 26.8 0.0 26.9 0.0 15.4 120 FTG ---- PE 0.0 338 26.8 0.0 24.1 0.0 0.342 TL 8.00 PV 1.6 Pipe: 136 52.5 1.452 PL 5.00 PF 0.8 338 26.8 0.0 24.1 0.0 10.2 120 FTG ---- PE 0.0 339 26.8 0.0 23.3 0.0 0.159 TL 5.00 PV 0.7 Pipe: 137 26.2 1.452 PL 8.00 PF 0.4 339 26.8 0.0 23.3 0.0 5.1 120 FTG ---- PE 0.0 340 26.8 0.0 23.0 0.0 0.044 TL 8.00 PV 0.2 Pipe: 209 341 138 35.2 26.8 0.0 33.0 0.0 0.0 20.2 0.0 40.1 1.687 PL 10.00 PF 16.5 20.1 120 FTG 3ET PE 3.6 0.471 TL 35.00 PV 2.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 16 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 139 115.5 1.687 PL 8.00 PF 2.6 341 26.8 0.0 20.2 0.0 16.6 120 FTG ---- PE 0.0 342 26.8 0.0 17.6 0.0 0.330 TL 8.00 PV 1.8 Pipe: 140 92.4 1.452 PL 7.00 PF 3.2 342 26.8 0.0 17.6 0.0 17.9 120 FTG ---- PE 0.0 343 26.8 0.0 14.4 0.0 0.453 TL 7.00 PV 2.2 Pipe: 141 71.4 1.452 PL 8.00 PF 2.3 343 26.8 0.0 14.4 0.0 13.8 120 FTG ---- PE 0.0 344 26.8 0.0 12.1 0.0 0.281 TL 8.00 PV 1.3 Pipe: 142 51.9 1.452 PL 11.50 PF 2.4 344 26.8 0.0 12.1 0.0 10.1 120 FTG E PE 0.0 345 26.8 0.0 9.7 0.0 0.156 TL 15.50 PV 0.7 Pipe: 143 33.9 1.452 PL 8.25 PF 0.9 345 26.8 0.0 9.7 0.0 6.6 120 FTG E PE 0.0 346 26.8 0.0 8.8 0.0 0.071 TL 12.25 PV 0.3 Pipe: 144 17.0 1.452 PL 6.00 PF 0.1 346 26.8 0.0 8.8 0.0 3.3 120 FTG ---- PE 0.0 347 26.8 0.0 8.7 0.0 0.020 TL 6.00 PV 0.1 Pipe: 145 30.3 1.104 PL 3.00 PF 2.0 300 26.8 0.0 29.8 0.0 10.2 120 FTG T PE 1.4 500 23.5 5.6 29.3 30.3 0.219 TL 9.00 PV 0.7 Pipe: 146 29.5 1.104 PL 3.00 PF 2.5 301 26.8 0.0 28.8 0.0 9.9 120 FTG ET PE 1.4 501 23.5 5.6 27.7 29.5 0.208 TL 12.00 PV 0.7 Pipe: 147 29.3 1.104 PL 3.50 PF 2.6 302 26.8 0.0 28.5 0.0 9.8 120 FTG ET PE 1.4 502 23.5 5.6 27.4 29.3 0.206 TL 12.50 PV 0.6 Pipe: 148 28.1 1.104 PL 3.50 PF 2.9 303 26.8 0.0 26.6 0.0 9.4 120 FTG 2ET PE 1.4 503 23.5 5.6 25.1 28.1 0.190 TL 15.50 PV 0.6 Pipe: 149 25.4 1.104 PL 3.50 PF 2.4 304 26.8 0.0 21.5 0.0 8.5 120 FTG 2ET PE 1.4 504 23.5 5.6 20.5 25.4 0.158 TL 15.50 PV 0.5 Pipe: 150 24.6 1.104 PL 3.50 PF 2.3 305 26.8 0.0 20.1 0.0 8.2 120 FTG 2ET PE 1.4 505 23.5 5.6 19.2 24.6 0.148 TL 15.50 PV 0.5 Pipe: 151 24.0 1.104 PL 4.00 PF 2.3 306 26.8 0.0 19.2 0.0 8.0 120 FTG 2ET PE 1.4 506 23.5 5.6 18.3 24.0 0.142 TL 16.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC .ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 17 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 152 24.1 1.104 PL 3.50 PF 1.8 307 26.8 0.0 18.9 0.0 8.1 120 FTG 3E PE 1.4 507 23.5 5.6 18.6 24.1 0.144 TL 12.50 PV 0.4 Pipe: 153 24.8 1.104 PL 3.50 PF 2.3 308 26.8 0.0 20.6 0.0 8.3 120 FTG 2ET PE 1.4 508 23.5 5.6 19.7 24.8 0.152 TL 15.50 PV 0.5 309 509 Pipe: 154 26.8 23.5 0.0 17.4 0.0 5.6 16.8 23.0 23.0 1.104 PL 3.50 PF 2.0 7.7 120 FTG 2ET PE 1.4 0.131 TL 15.50 PV 0.4 Pipe: 155 20.9 1.104 PL 3.50 PF 1.7 310 26.8 0.0 14.2 0.0 7.0 120 FTG 2ET PE 1.4 510 23.5 5.6 13.9 20.9 0.110 TL 15.50 PV 0.3 Pipe: 156 18.8 1.104 PL 3.50 PF 1.4 311 26.8 0.0 11.3 0.0 6.3 120 FTG 2ET PE 1.4 511 23.5 5.6 11.3 18.8 0.091 TL 15.50 PV 0.3 Pipe: 157 18.2 1.104 PL 3.50 PF 1.3 312 26.8 0.0 10.5 0.0 6.1 120 FTG 2ET PE 1.4 512 23.5 5.6 10.6 18.2 0.085 TL 15.50 PV 0.3 Pipe: 158 17.8 1.104 PL 3.50 PF 1.3 313 26.8 0.0 9.9 0.0 6.0 120 FTG 2ET PE 1.4 513 23.5 5.6 10.1 17.8 0.082 TL 15.50 PV 0.2 Pipe: 159 17.9 1.104 PL 3.50 PF 1.0 314 26.8 0.0 9.8 0.0 6.0 120 FTG 3E PE 1.4 514 23.5 5.6 10.2 17.9 0.082 TL 12.50 PV 0.2 Pipe: 160 30.8 1.104 PL 3.50 PF 2.8 315 26.8 0.0 31.7 0.0 10.3 120 FTG 3E PE 1.4 515 23.5 5.6 30.3 30.8 0.226 TL 12.50 PV 0.7 Pipe: 161 27.1 1.104 PL 3.50 PF 2.2 316 26.8 0.0 24.2 0.0 9.1 120 FTG ET PE 1.4 516 23.5 5.6 23.4 27.1 0.178 TL 12.50 PV 0.6 Pipe: 162 25.7 1.104 PL 3.50 PF 2.5 317 26.8 0.0 22.1 0.0 8.6 120 FTG 2ET PE 1.4 517 23.5 5.6 21.1 25.7 0.161 TL 15.50 PV 0.5 Pipe: 163 23.2 1.104 PL 3.00 PF 1.6 318 26.8 0.0 17.3 0.0 7.8 120 FTG ET PE 1.4 518 23.5 5.6 17.2 23.2 0.133 TL 12.00 PV 0.4 Pipe: 164 22.6 1.104 PL 3.00 PF 1.5 319 26.8 0.0 16.4 0.0 7.6 120 FTG ET PE 1.4 519 23.5 5.6 16.3 22.6 0.127 TL 12.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 18 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 165 22.2 1.104 PL 3.50 PF 1.9 320 26.8 0.0 16.1 0.0 7.4 120 FTG 2ET PE 1.4 520 23.5 5.6 15.7 22.2 0.123 TL 15.50 PV 0.4 Pipe: 166 25.8 1.104 PL 3.50 PF 2.5 321 26.8 0.0 22.4 0.0 8.7 120 FTG 2ET PE 1.4 521 23.5 5.6 21.3 25.8 0.163 TL 15.50 PV 0.5 Pipe: 167 22.8 1.104 PL 3.50 PF 2.0 322 26.8 0.0 17.2 0.0 7.6 120 FTG 2ET PE 1.4 522 23.5 5.6 16.6 22.8 0.129 TL 15.50 PV 0.4 Pipe: 168 21.3 1.104 PL 3.50 PF 1.8 323 26.8 0.0 14.8 0.0 7.1 120 FTG 2ET PE 1.4 523 23.5 5.6 14.5 21.3 0.114 TL 15.50 PV 0.3 Pipe: 169 20.0 1.104 PL 3.50 PF 1.6 324 26.8 0.0 12.9 0.0 6.7 120 FTG 2ET PE 1.4 524 23.5 5.6 12.7 20.0 0.101 TL 15.50 PV 0.3 Pipe: 170 19.2 1.104 PL 3.50 PF 1.5 325 26.8 0.0 11.8 0.0 6.4 120 FTG 2ET PE 1.4 525 23.5 5.6 11.8 19.2 0.094 TL 15.50 PV 0.3 Pipe: 171 19.3 1.104 PL 3.50 PF 1.2 326 26.8 0.0 11.7 0.0 6.5 120 FTG 3E PE 1.4 526 23.5 5.6 11.9 19.3 0.095 TL 12.50 PV 0.3 Pipe: 172 30.4 1.104 PL 3.50 PF 3.4 327 26.8 0.0 31.4 0.0 10.2 120 FTG 2ET PE 1.4 527 23.5 5.6 29.4 30.4 0.220 TL 15.50 PV 0.7 Pipe: 173 27.5 1.104 PL 3.50 PF 2.8 328 26.8 0.0 25.5 0.0 9.2 120 FTG 2ET PE 1.4 528 23.5 5.6 24.1 27.5 0.183 TL 15.50 PV 0.6 Pipe: 174 27.6 1.104 PL 3.50 PF 2.3 329 26.8 0.0 25.1 0.0 9.2 120 FTG ET PE 1.4 529 23.5 5.6 24.2 27.6 0.184 TL 12.50 PV 0.6 Pipe: 175 24.0 1.104 PL 3.50 PF 2.2 330 26.8 0.0 19.1 0.0 8.0 120 FTG 2ET PE 1.4 530 23.5 5.6 18.4 24.0 0.142 TL 15.50 PV 0.4 Pipe: 176 21.9 1.104 PL 3.50 PF 1.9 331 26.8 0.0 15.7 0.0 7.3 120 FTG 2ET PE 1.4 531 23.5 5.6 15.3 21.9 0.120 TL 15.50 PV 0.4 Pipe: 177 19.6 1.104 PL 3.50 PF 1.5 332 26.8 0.0 12.3 0.0 6.6 120 FTG 2ET PE 1.4 532 23.5 5.6 12.3 19.6 0.098 TL 15.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) Page 19 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 178 18.5 1.104 PL 3.50 PF 1.1 333 26.8 0.0 10.6 0.0 6.2 120 FTG ET PE 1.4 533 23.5 5.6 10.9 18.5 0.088 TL 12.50 PV 0.3 Pipe: 179 17.3 1.104 PL 3.50 PF 1.0 334 26.8 0.0 9.0 0.0 5.8 120 FTG 3E PE 1.4 534 23.5 5.6 9.5 17.3 0.077 TL 12.50 PV 0.2 Pipe: 180 16.9 1.104 PL 3.50 PF 1.2 335 26.8 0.0 8.8 0.0 5.7 120 FTG 2ET PE 1.4 535 23.5 5.6 9.1 16.9 0.074 TL 15.50 PV 0.2 Pipe: 181 17.0 1.104 PL 3.50 PF 0.9 336 26.8 0.0 8.7 0.0 5.7 120 FTG 3E PE 1.4 536 23.5 5.6 9.2 17.0 0.075 TL 12.50 PV 0.2 Pipe: 182 28.2 1.104 PL 3.50 PF 3.0 337 26.8 0.0 26.9 0.0 9.4 120 FTG 2ET PE 1.4 537 23.5 5.6 25.3 28.2 0.191 TL 15.50 PV 0.6 Pipe: 183 26.8 1.104 PL 3.50 PF 2.7 338 26.8 0.0 24.1 0.0 9.0 120 FTG 2ET PE 1.4 538 23.5 5.6 22.9 26.8 0.174 TL 15.50 PV 0.5 Pipe: 184 26.4 1.104 PL 3.50 PF 2.6 339 26.8 0.0 23.3 0.0 8.8 120 FTG 2ET PE 1.4 539 23.5 5.6 22.1 26.4 0.169 TL 15.50 PV 0.5 Pipe: 185 26.2 1.104 PL 3.50 PF 2.6 340 26.8 0.0 23.0 0.0 8.8 120 FTG 2ET PE 1.4 540 23.5 5.6 21.8 26.2 0.167 TL 15.50 PV 0.5 Pipe: 186 24.6 1.104 PL 3.50 PF 2.3 341 26.8 0.0 20.2 0.0 8.2 120 FTG 2ET PE 1.4 541 23.5 5.6 19.3 24.6 0.149 TL 15.50 PV 0.5 Pipe: 187 23.0 1.104 PL 3.50 PF 2.0 342 26.8 0.0 17.6 0.0 7.7 120 FTG 2ET PE 1.4 542 23.5 5.6 16.9 23.0 0.132 TL 15.50 PV 0.4 Pipe: 188 21.0 1.104 PL 3.50 PF 1.7 343 26.8 0.0 14.4 0.0 7.0 120 FTG 2ET PE 1.4 543 23.5 5.6 14.1 21.0 0.111 TL 15.50 PV 0.3 Pipe: 189 19.5 1.104 PL 3.50 PF 1.5 344 26.8 0.0 12.1 0.0 6.5 120 FTG 2ET PE 1.4 544 23.5 5.6 12.1 19.5 0.096 TL 15.50 PV 0.3 Pipe: 190 18.0 1.104 PL 3.00 PF 0.8 345 26.8 0.0 9.7 0.0 6.0 120 FTG T PE 1.4 545 23.5 5.6 10.4 18.0 0.084 TL 9.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 191 346 26.8 0.0 8.8 546 23.5 5.6 9.1 Pipe: 192 347 26.8 0.0 8.7 547 23.5 5.6 9.2 Page 20 PRESS. SUM. (PSI) 16.9 1.104 PL 3.50 PF 1.2 0.0 5.7 120 FTG 2ET PE 1.4 16.9 0.074 TL 15.50 PV 0.2 17.0 1.104 PL 3.50 PF 0.9 0.0 5.7 120 FTG 3E PE 1.4 17.0 0.075 TL 12.50 PV 0.2 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.000 gpm and a maximum imbalance at any node of 0.084 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 20.3 ft/sec at pipe 104. (4) PIPE FITTINGS TABLE Pipe Table PAGE: B Diameter (in) Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly in Feet G A GatV1v AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 34.00 8.249 20.00 42.00 14.50 50.00 13.00 4.00 32.00 PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) 10.400 MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 3.00 6.00 4.00 8.00 5.00 10.00 6.00 12.00 2.60 6.00 2.60 9.00 2.60 11.00 3.70 13.00 3.00 3.00 4.00 5.50 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly in Feet G A GatVly AlmChk 1.00 1.00 1.00 1.00 in Feet G GatV1v 31.00 71.00 23.00 78.00 27.00 7.00 10.00 10.00 10.00 10.00 D DPV1v 59.00 30.00 D DPV1v 10.00 10.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area Page 21 PAGE: F MATERIAL: SUPER HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LT -ELL CHK -VA BFY-VA GATE -V AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building office area WATER SUPPLY CURVE 180 165- 150 Page 22 135* \\\\\\\\\\\\\\\\\\ 0 * <-128.0 psi @ 1500 gpm Flow Test Point P120 R E S S105 U R E 90 S I 75 X 60 45 _ 30+ LEGEND X = Required Water Supply 65.29 psi @ 1354.9 gpm 15 0 = Available Water Supply 129.20 psi @ 1354.9 gpm 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR SEGALE BUSINESS PARK PRE -ACTION SYSTEM FILE NUMBER: SEGALE-P DATE: Nov 09, 2001 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: ..13 gpm/sq. ft. AREA OF APPLICATION: 377 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 132.5 gpm TOTAL WATER REQUIRED (including hose): 382.5 gpm FLOW AND PRESSURE BASE OF RISER Node( 4 ):132.5 gpm @ 121.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: John Dacca AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System WATER SUPPLY DATA Page 1 SEGALE-P SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 135.0 128.0 1500.0 134.4 382.5 121.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 382.5 GPM 250.0 GPM 0.0 GPM 132.5 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 121.4 132.5 4 0.5 121.2 5 2.3 120.4 6 2.3 115.4 7 2.3 115.4 8 2.3 115.4 9 2.3 115.4 B10 30.8 103.1 B11 30.8 103.0 B14 35.2 101.1 B15 35.2 101.1 B20 35.2 101.1 B21 35.2 101.0 B22 35.2 101.0 B23 35.2 101.0 B24 35.2 101.0 B25 35.2 101.0 B26 35.2 101.0 B27 35.2 101.0 B28 35.2 101.0 B29 35.2 101.0 B30 35.2 101.0 B31 35.2 101.0 B40 37.5 100.1 B41 37.5 100.0 B42 37.5 100.0 B43 37.5 100.0 B44 37.5 100.0 B45 37.5 100.0 B46 37.5 100.0 r B47 37.5 - - 100.0 B48 37.5 - - - - 100.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) B49 37.5 - - - - 100.0 B50 37.5 - - - - 100.0 B51 37.5 - - 100.0 B60 35.2 - - - 101.0 861 35.2 - - 101.0 B62 35.2 - - - - 101.0 B63 35.2 - - - - 101.0 B64 35.2 - - 101.0 B65 35.2 - - - - 101.0 B66 35.2 - 101.0 B67 35.2 - - 101.0 B68 35.2 - - - - 101.0 B69 35.2 - - - - 101.0 B70 35.2 - - 101.0 B71 35.2 - - - - 101.0 B80 37.5 - 100.0 B81 37.5 - - - 100.0 B82 37.5 - - - - 100.0 B83 37.5 - - - 100.0 B84 37.5 - 100.0 B85 37.5 - - - 100.0 B86 37.5 - - - 100.0 B87 37.5 - - 100.0 B88 37.5 - - 100.0 B89 37.5 - - - - 100.0 B90 37.5 - - - 100.0 B91 37.5 - - - - 100.0 101 37.5 - - - 100.0 102 37.5 - - - 100.0 103 37.5 - - - - 100.0 104 37.5 - - - - 100.0 105 37.5 - - 100.0 106 37.5 - - - - 100.0 107 37.5 - - 100.0 108 37.5 - - - 100.0 109 37.5 - - - - 100.0 110 37.5 - - - - 100.0 111 37.5 - - - - 100.0 112 37.5 - - - - 100.0 113 37.5 - - - - 100.0 114 37.5 - - 100.0 115 37.5 - - 100.0 116 37.5 - - 100.0 117 37.5 100.0 118 37.5 - - 100.0 200 35.2 - - - 101.0 201 35.2 - - - 94.5 202 17.5 - - - - 92.4 203 17.5 - - - - 85.8 204 19.5 - - - - 72.4 205 26.8 - - - - 65.4 206 26.8 - - - 34.5 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 207 26.0 32.5 208 26.0 16.6 209 26.0 14.5 210 26.0 13.7 211 26.0 13.7 212 26.0 12.9 213 26.0 10.6 214 26.0 9.4 215 26.0 10.0 216 26.0 8.9 300 23.1 K= 5.60 15.6 22.1 301 23.1 K= 5.60 13.5 20.5 302 23.1 K= 5.60 12.8 20.0 303 23.1 K= 5.60 10.3 18.0 304 23.1 K= 5.60 9.6 17.4 305 23.1 K= 5.60 9.8 17.5 306 23.1 K= 5.60 9.1 16.9 Page 3 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA Page 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 132.5 10.400 PL 30.00 PF 0.0 CITY 0.0 SRCE 121.4 (N/A) 0.5 140 FTG ETG PE -0.2 4 0.5 0.0 121.2 0.0 0.000 TL 139.00 PV 0.0 Pipe: 2 132.5 8.249 PL 1.50 PF 0.0 4 0.5 0.0 121.2 0.0 0.8 120 FTG E PE -0.8 5 2.3 0.0 120.4 0.0 0.000 TL 21.50 PV 0.0 Pipe: 3 FIXED PRESSURE LOSS DEVICE 5 2.3 0.0 120.4 0.0 5.0 psi, 132.5 gpm 6 2.3 0.0 115.4 0.0 Pipe: 4 132.4 8.249 PL 1.50 PF 0.0 6 2.3 0.0 115.4 0.0 0.8 120 FTG ---- PE 0.0 7 2.3 0.0 115.4 0.0 0.000 TL 1.50 PV 0.0 Pipe: 5 132.5 8.249 PL 2.00 PF 0.0 7 2.3 0.0 115.4 0.0 0.8 120 FTG ---- PE 0.0 8 2.3 0.0 115.4 0.0 0.000 TL 2.00 PV 0.0 Pipe: 6 0.0 8.249 PL 2.00 PF 0.0 8 2.3 0.0 115.4 0.0 0.0 120 FTG ---- PE 0.0 9 2.3 0.0 115.4 0.0 0.000 TL 2.00 PV 0.0 Pipe: 7 132.5 8.249 PL 26.21 PF 0.0 8 2.3 0.0 115.4 0.0 0.8 120 FTG TG PE -12.3 B10 30.8 0.0 103.1 0.0 0.000 TL 72.21 PV 0.0 Pipe: 8 132.5 8.249 PL 167.04 PF 0.0 B10 30.8 0.0 103.1 0.0 0.8 120 FTG 2E PE 0.0 B11 30.8 0.0 103.0 0.0 0.000 TL 207.04 PV 0.0 Pipe: 11 132.5 8.249 PL 110.25 PF 0.0 Bil 30.8 0.0 103.0 0.0 0.8 120 FTG E PE -1.9 B14 35.2 0.0 101.1 0.0 0.000 TL 130.25 PV 0.0 Pipe: 12 132.5 8.249 PL 8.71 PF 0.0 B14 35.2 0.0 101.1 0.0 0.8 120 FTG E PE 0.0 B15 35.2 0.0 101.1 0.0 0.000 TL 28.71 PV 0.0 Pipe: 13 132.5 6.357 PL 4.33 PF 0.0 B15 35.2 0.0 101.1 0.0 1.3 120 FTG E PE 0.0 B20 35.2 0.0 101.1 0.0 0.001 TL 22.33 PV 0.0 Pipe: 14 119.9 6.357 PL 10.00 PF 0.0 B20 35.2 0.0 101.1 0.0 1.2 120 FTG ---- PE 0.0 B21 35.2 0.0 101.0 0.0 0.001 TL 10.00 PV 0.0 Pipe: 15 107.8 6.357 PL 10.00 PF 0.0 B21 35.2 0.0 101.0 0.0 1.1 120 FTG ---- PE 0.0 B22 35.2 0.0 101.0 0.0 0.000 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) B22 B23 B23 B24 B24 B25 B25 B26 B26 B27 327 B28 B28 B29 B29 B30 B30 B31 Pipe: 16 35.2 35.2 Pipe: 17 35.2 35.2 Pipe: 18 35.2 35.2 Pipe: 19 35.2 35.2 Pipe: 20 35.2 35.2 Pipe: 21 35.2 35.2 Pipe: 22 35.2 35.2 Pipe: 23 35.2 35.2 Pipe: 24 35.2 35.2 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 96.3 6.357 0.0 1.0 120 0.0 0.000 84.7 6.357 0.0 0.9 120 0.0 0.000 72.7 6.357 0.0 0.7 120 0.0 0.000 59.9 6.357 0.0 0.6 120 0.0 0.000 48.4 6.357 0.0 0.5 120 0.0 0.000 37.8 6.357 0.0 0.4 120 0.0 0.000 28.0 6.357 0.0 0.3 120 0.0 0.000 18.4 6.357 0.0 0.2 120 0.0 0.000 9.2 6.357 0.0 0.1 120 0.0 0.000 Pipe: 25 12.6 B20 35.2 0.0 101.1 0.0 0.5 B40 37.5 0.0 100.1 0.0 Pipe: 26 12.0 B21 35.2 0.0 101.0 0.0 0.4 B41 37.5 0.0 100.0 0.0 Pipe: 27 11.5 B22 35.2 0.0 101.0 0.0 0.4 B42 37.5 0.0 100.0 0.0 Pipe: 28 11.6 B23 35.2 0.0 101.0 0.0 0.4 B43 37.5 0.0 100.0 0.0 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 Page 5 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Q(GPM) DIA (IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT Pipe: 29 12.0 B24 35.2 0.0 101.0 0.0 0.4 B44 37.5 0.0 100.0 0.0 Pipe: 30 12.9 B25 35.2 0.0 101.0 0.0 0.5 B45 37.5 0.0 100.0 0.0 Pipe: 31 11.5 B26 35.2 0.0 101.0 0.0 0.4 B46 37.5 0.0 100.0 0.0 Pipe: 32 10.5 B27 35.2 0.0 101.0 0.0 0.4 B47 37.5 0.0 100.0 0.0 Pipe: 33 9.9 B28 35.2 0.0 101.0 0.0 0.4 B48 37.5 0.0 100.0 0.0 Pipe: 34 9.5 B29 35.2 0.0 101.0 0.0 0.3 B49 37.5 0.0 100.0 0.0 Pipe: 35 9.3 B30 35.2 0.0 101.0 0.0 0.3 B50 37.5 0.0 100.0 0.0 Pipe: 36 9.2 B31 35.2 0.0 101.0 0.0 0.3 B51 37.5 0.0 100.0 0.0 Pipe: 37 12.6 B60 35.2 0.0 101.0 0.0 0.3 B61 35.2 0.0 101.0 0.0 Pipe: 38 24.6 B61 35.2 0.0 101.0 0.0 0.5 B62 35.2 0.0 101.0 0.0 Pipe: 39 36.2 862 35.2 0.0 101.0 0.0 0.8 B63 35.2 0.0 101.0 0.0 Pipe: 40 47.8 B63 35.2 0.0 101.0 0.0 1.0 B64 35.2 0.0 101.0 0.0 Pipe: 41 59.7 B64 35.2 0.0 101.0 0.0 1.3 B65 35.2 0.0 101.0 0.0 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 4.352 120 0.000 4.352 120 0.000 4.352 120 0.000 4.352 120 0.001 4.352 120 0.001 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 10.00 FTG ---- TL 10.00 PL 3.25 FTG ---- TL 3.25 PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 Page 6 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) B65 B66 B66 B67 B67 B68 B68 B69 B69 B70 Pipe: 42 35.2 35.2 Pipe: 43 35.2 35.2 Pipe: 44 35.2 35.2 Pipe: 45 35.2 35.2 Pipe: 46 35.2 35.2 Pipe: 47 B70 35.2 B71 35.2 B60 B80 B61 B81 B62 B82 B63 B83 B64 B84 B65 B85 B66 B86 Pipe: 48 35.2 37.5 Pipe: 49 35.2 37.5 Pipe: 50 35.2 37.5 Pipe: 51 35.2 37.5 Pipe: 52 35.2 37.5 Pipe: 53 35.2 37.5 Pipe: 54 35.2 37.5 NOZ. (K) Q(GPM) DIA (IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT 0.0 101.0 0.0 0.0 101.0 0.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 0.0 101.0 0.0 100.0 - 59.9 4.352 1.3 120 0.001 -48.3 4.352 0.0 1.0 120 0.0 0.001 -37.8 4.352 0.0 0.8 120 0.0 0.000 -27.9 4.352 0.0 0.6 120 0.0 0.000 -18.5 4.352 0.0 0.4 120 0.0 0.000 -9.2 4.352 0.0 0.2 120 0.0 0.000 - 12.6 3.352 0.0 0.5 120 0.0 0.000 -12.0 3.352 0.0 0.4 120 0.0 0.000 - 11.5 3.352 0.0 0.4 120 0.0 0.000 - 11.6 3.352 0.0 0.4 120 0.0 0.000 - 12.0 3.352 0.0 0.4 120 0.0 0.000 - 12.9 3.352 0.0 0.5 120 0.0 0.000 -11.5 3.352 0.0 0.4 120 0.0 0.000 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 PL 2.29 FTG T TL 25.29 Page 7 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 -1.0 0.0 0.0 - 1.0 0.0 0.0 - 1.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) Page 8 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 55 -10.5 3.352 PL 2.29 PF 0.0 B67 35.2 0.0 101.0 0.0 0.4 120 FTG T PE -1.0 B87 37.5 0.0 100.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 56 -9.9 3.352 PL 2.29 PF 0.0 B68 35.2 0.0 101.0 0.0 0.4 120 FTG T PE -1.0 B88 37.5 0.0 100.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 57 -9.5 3.352 PL 2.29 PF 0.0 B69 35.2 0.0 101.0 0.0 0.3 120 FTG T PE -1.0 B89 37.5 0.0 100.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 58 -9.3 3.352 PL 2.29 PF 0.0 B70 35.2 0.0 101.0 0.0 0.3 120 FTG T PE -1.0 B90 37.5 0.0 100.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 59 -9.2 3.352 PL 2.29 PF 0.0 B71 35.2 0.0 101.0 0.0 0.3 120 FTG T PE -1.0 B91 37.5 0.0 100.0 0.0 0.000 TL 25.29 PV 0.0 Pipe: 60 12.6 3.352 PL 205.00 PF 0.0 B40 37.5 0.0 100.1 0.0 0.5 120 FTG 2T PE 0.0 B80 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 61 12.0 3.352 PL 205.00 PF 0.0 B41 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B81 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 62 11.5 3.352 PL 205.00 PF 0.0 B42 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B82 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 63 11.6 3.352 PL 205.00 PF 0.0 B43 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B83 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 64 12.0 3.352 PL 205.00 PF 0.0 B44 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B84 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 65 12.9 3.352 PL 205.00 PF 0.1 B45 37.5 0.0 100.0 0.0 0.5 120 FTG 2T PE 0.0 B85 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 66 11.5 3.352 PL 205.00 PF 0.0 B46 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B86 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 Pipe: 67 10.5 3.352 PL 205.00 PF 0.0 B47 37.5 0.0 100.0 0.0 0.4 120 FTG 2T PE 0.0 B87 37.5 0.0 100.0 0.0 0.000 TL 251.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) NOZ. PT (K) (PSI) Q(GPM) DIA (IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) F.L./FT Pipe: 68 9.9 B48 37.5 0.0 100.0 0.0 0.4 B88 37.5 0.0 100.0 0.0 Pipe: 69 9.5 B49 37.5 0.0 100.0 0.0 0.3 101 37.5 0.0 100.0 0.0 Pipe: 70 9.5 101 37.5 0.0 100.0 0.0 0.3 102 37.5 0.0 100.0 0.0 Pipe: 71 9.5 102 37.5 0.0 100.0 0.0 0.3 103 37.5 0.0 100.0 0.0 Pipe: 72 9.5 103 37.5 0.0 100.0 0.0 0.3 104 37.5 0.0 100.0 0.0 Pipe: 73 9.5 104 37.5 0.0 100.0 0.0 0.3 105 37.5 0.0 100.0 0.0 Pipe: 73A 9.5 105 37.5 0.0 100.0 0.0 0.3 106 37.5 0.0 100.0 0.0 Pipe: 73B 9.5 106 37.5 0.0 100.0 0.0 0.3 B89 37.5 0.0 100.0 0.0 Pipe: 74 9.3 B50 37.5 0.0 100.0 0.0 0.3 107 37.5 0.0 100.0 0.0 Pipe: 75 9.3 107 37.5 0.0 100.0 0.0 0.3 108 37.5 0.0 100.0 0.0 Pipe: 76 9.3 108 37.5 0.0 100.0 0.0 0.3 109 37.5 0.0 100.0 0.0 Pipe: 77 9.3 109 37.5 0.0 100.0 0.0 0.3 110 37.5 0.0 100.0 0.0 Pipe: 78 9.3 110 37.5 0.0 100.0 0.0 0.3 111 37.5 0.0 100.0 0.0 3.352 PL 205.00 120 FTG 2T 0.000 TL 251.00 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 3.352 120 0.000 PL 136.00 FTG T TL 159.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL PL FTG TL PL FTG TL PL FTG TL 7.00 7.00 10.00 10.00 10.00 10.00 10.00 10.00 PL 24.00 FTG T TL 47.00 PL 136.00 FTG T TL 159.00 PL 8.00 FTG ---- TL 8.00 PL FTG TL PL FTG TL PL FTG TL 7.00 7.00 10.00 10.00 10.00 10.00 Page 9 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) Page 10 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 78A 9.3 3.352 PL 10.00 PF 0.0 111 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 112 37.5 0.0 100.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 78B 9.3 3.352 PL 24.00 PF 0.0 112 37.5 0.0 100.0 0.0 0.3 120 FTG T PE 0.0 B90 37.5 0.0 100.0 0.0 0.000 TL 47.00 PV 0.0 Pipe: 79 9.2 3.352 PL 136.00 PF 0.0 B51 37.5 0.0 100.0 0.0 0.3 120 FTG T PE 0.0 113 37.5 0.0 100.0 0.0 0.000 TL 159.00 PV 0.0 Pipe: 80 9.2 3.352 PL 8.00 PF 0.0 113 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 114 37.5 0.0 100.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 81 9.2 3.352 PL 7.00 PF 0.0 114 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 115 37.5 0.0 100.0 0.0 0.000 TL 7.00 PV 0.0 Pipe: 82 9.2 3.352 PL 10.00 PF 0.0 115 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 116 37.5 0.0 100.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 83 9.2 3.352 PL 10.00 PF 0.0 116 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 117 37.5 0.0 100.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 84 9.2 3.352 PL 10.00 PF 0.0 117 37.5 0.0 100.0 0.0 0.3 120 FTG ---- PE 0.0 118 37.5 0.0 100.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 85 9.2 3.352 PL 24.00 PF 0.0 118 37.5 0.0 100.0 0.0 0.3 120 FTG T PE 0.0 B91 37.5 0.0 100.0 0.0 0.000 TL 47.00 PV 0.0 Pipe: 86 132.5 4.352 PL 1.00 PF 0.0 B65 35.2 0.0 101.0 0.0 2.9 120 FTG ---- PE 0.0 200 35.2 0.0 101.0 0.0 0.004 TL 1.00 PV 0.1 Pipe: 87 132.5 1.682 PL 5.00 PF 6.5 200 35.2 0.0 101.0 0.0 19.1 120 FTG T PE 0.0 201 35.2 0.0 94.5 0.0 0.431 TL 15.00 PV 2.5 Pipe: 88 132.5 1.682 PL 17.75 PF 9.8 201 35.2 0.0 94.5 0.0 19.1 120 FTG E PE 7.7 202 17.5 0.0 92.4 0.0 0.431 TL 22.75 PV 2.5 Pipe: 89 132.5 1.682 PL 1.25 PF 6.6 202 17.5 0.0 92.4 0.0 19.1 120 FTG 2EB PE 0.0 203 17.5 0.0 85.8 0.0 0.431 TL 15.25 PV 2.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) 203 204 204 205 205 206 206 207 207 208 208 209 209 210 209 211 210 212 209 213 Pipe: 90 17.5 19.5 Pipe: 91 19.5 26.8 Pipe: 92 26.8 26.8 Pipe: 93 26.8 26.0 Pipe: 94 26.0 26.0 Pipe: 95 26.0 26.0 Pipe: 96 26.0 26.0 Pipe: 97 26.0 26.0 Pipe: 98 26.0 26.0 Pipe: 99 26.0 26.0 Pipe: 100 213 26.0 214 26.0 Pipe: 101 210 26.0 215 26.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F.L./FT 0.0 85.8 0.0 72.4 0.0 72.4 0.0 65.4 0.0 65.4 0.0 34.5 0.0 34.5 0.0 32.5 0.0 32.5 0.0 16.6 0.0 16.6 0.0 14.5 0.0 14.5 0.0 13.7 0.0 14.5 0.0 13.7 0.0 13.7 0.0 12.9 0.0 14.5 0.0 10.6 0.0 10.6 0.0 9.4 0.0 13.7 0.0 10.0 Pipe: 102 215 26.0 0.0 10.0' 216 26.0 0.0 8.9 132.5 1.682 0.0 19.1 120 0.0 0.431 132.5 1.682 0.0 19.1 120 0.0 0.431 132.5 1.682 0.0 19.1 120 0.0 0.431 132.5 1.682 0.0 19.1 120 0.0 0.431 132.5 1.682 0.0 19.1 120 0.0 0.431 110.3 1.682 0.0 15.9 120 0.0 0.308 54.4 1.682 0.0 7.9 120 0.0 0.083 20.5 1.049 0.0 7.6 100 0.0 0.192 20.0 1.049 0.0 7.4 100 0.0 0.183 35.4 1.049 0.0 13.1 120 0.0 0.373 0.0 0.0 17.4 1.049 6.4 100 0.140 34.4 1.049 0.0 12.8 120 0.0 0.355 16.9 1.049 0.0 6.3 100 0.0 0.133 PL 29.00 FTG ---- TL 29.00 PL 9.00 FTG ---- TL 9.00 PL 46.50 FTG 5E TL 71.50 PL 0.50 FTG E TL 5.50 PL 32.00 FTG E TL 37.00 PL 6.75 FTG ---- TL 6.75 PL 9.50 FTG ---- TL 9.50 PL 0.50 FTG T TL 4.07 PL 0.50 FTG T TL 4.07 PL 5.50 FTG T TL 10.50 PL 8.00 FTG ---- TL 8.00 PL 5.50 FTG T TL 10.50 PL FTG TL 8.00 8.00 Page 11 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 12.5 - 0.9 2.5 3.9 - 3.2 2.5 30,8 0.0 2.5 2.4 0.3 2.5 16.0 0.0 2.5 2.1 0.0 1.7 0.8 0.0 0.4 0.8 0.0 0.4 0.7 0.0 0.4 3.9 0.0 1.2 1.1 0.0 0.3 3.7 0.0 1.1 1.1 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System PIPE DATA (cont.) Page 12 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 103 22.1 1.049 PL 3.50 PF 2.2 208 26.0 0.0 16.6 0.0 8.2 100 FTG 2ET PE 1.3 300 23.1 5.6 15.6 22.1 0.220 TL 9.92 PV 0.5 Pipe: 104 20.5 1.049 PL 3.50 PF 1.5 211 26.0 0.0 13.7 0.0 7.6 100 FTG 3E PE 1.3 301 23.1 5.6 13.5 20.5 0.192 TL 7.78 PV 0.4 Pipe: 105 20.0 1.049 PL 3.50 PF 1.4 212 26.0 0.0 12.9 0.0 7.4 100 FTG 3E PE 1.3 302 23.1 5.6 12.8 20.0 0.183 TL 7.78 PV 0.4 Pipe: 106 18.0 1.049 PL 3.50 PF 1.5 213 26.0 0.0 10.6 0.0 6.7 100 FTG 2ET PE 1.3 303 23.1 5.6 10.3 18.0 0.150 TL 9.92 PV 0.3 Pipe: 107 17.4 1.049 PL 3.50 PF 1.1 214 26.0 0.0 9.4 0.0 6.4 100 FTG 3E PE 1.3 304 23.1 5.6 9.6 17.4 0.140 TL 7.78 PV 0.3 Pipe: 108 17.5 1.049 PL 3.50 PF 1.4 215 26.0 0.0 10.0 0.0 6.5 100 FTG 2ET PE 1.3 305 23.1 5.6 9.8 17.5 0.143 TL 9.92 PV 0.3 Pipe: 109 16.9 1.049 PL 3.50 PF 1.0 216 26.0 0.0 8.9 0.0 6.3 100 FTG 3E PE 1.3 306 23.1 5.6 9.1 16.9 0.133 TL 7.78 PV 0.3 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.125 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 93. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee LngEll ChkVly BfyVly 1.049 2.00 5.00 2.00 5.00 2.20 PAGE: B Diameter (in) 1.682 6.357 8.249 PAGE: D Diameter (in) 10.400 PAGE: F Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly Page 13 in Feet G A GatV1v AlmChk D DPV1v 1.00 10.00 10.00 in Feet G A GatV1v AlmChk 5.00 10.00 2.50 11.00 4.00 1.00 10.00 18.00 38.00 11.00 40.00 13.00 4.00 34.00 20.00 42.00 14.50 50.00 13.00 4.00 32.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly in Feet G GatV1v 31.00 71.00 23.00 78.00 27.00 7.00 MATERIAL: SUPER HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LT -ELL CHK -VA BFY-VA in Feet G GATE -V D DPV1v 10.00 59.00 30.00 A D AL -VA DRY -VA 3.352 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 4.352 15.00 29.00 9.00 32.00 1.00 3.00 25.00 41.00 . 1 4 ( 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 11/09/2001 JOB TITLE: Segale 981 Building PreAction System WATER SUPPLY CURVE 180+ 165 150 135*\\0\\\\\\\\\\\\\\\ P120 R E S 5105 U R E 90 S I 75 60 45 \\\\\\\\\\\\\\\\\\\ X 30+ LEGEND X = Required Water Supply 121.43 psi @ 382.5 gpm 15+ 0 = Available Water Supply 134.44 psi @ 382.5 gpm 11 11 1 11 11 11 11 0++-+---+----+ + + + Page 14 * <-128.0 psi @ 1500 gpm Flow Test Point + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Jipc)b r41 n 4X'Di 1 `fklii �-iii ✓o`' Sit t- au c' f y i,41/,e (c;L)— :' 7/ 4/0 r o/y: co cea c- uL ' -/P a - 3 7'"4/,‘--4L-)Al _pvs at f/J lac 7`1c0't/ SY. s Po ('?) fel/et/4, T 2 0 o F F. • -C " , 62 S" —t 7-ic7s"s`�' !tie,44h)f,'s .got g f C1 x C (:)4, cco.dioc 1"141, 0).04,7- 4 -4.c77-4-62 { 144 6;1/ t ih�c n'v .Y t i i T i c ' 07. clv A -- zit Le; ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /�-t- By: i 5-72. fUKWILA FIRE JEPARTMEN1 Please calf: 575-4407 and give this job No. O2, and exact address for shut- down or restoration approval. 1.11 From FACP & power supplies 1 located in telco room on mezzanine apporximately 100' south of this suite. ASPENDED Aaaa> n:RAL FMCS DOWN IGbchelnette 30CD OFFICE LECIMECTURAL CLOUD HA`LSDOWN 1S 75CD IJ G 30CD DRAWING SCALED AT 8"=1' RISER DIAGRAM SHOWING NEW DEVICES TO BE ADDED UNDER THIS PERMIT New smoke detectors will be connected to existing zone and will be powered from existing power supply. 0 0 0 To 120vac 60Hz power supply Ground per NEC Standards To 120vac 60Hz power supply 1-1F FACP FPS 302 9127 EOL 4✓1c, C 300 9127 FS 9127 -1 9127 FACP l Ground per NEC Standards BOSCH 9412G FIRE ALARM CONTROL PANEL (EXISTING) SILENT KNIGHT 5495 NAC POWER SUPPLY (EXISTING) ALTRONIX AL3000LXD POWER SUPPLY (EXISTING) BOSCH F220—B6PS ADDRESSABLE SMOKE DETECTOR EDWARDS 270 SERIES MANUAL PULL SYSTEM SENSOR 5601 RATE OF RISE HEAT DETECTOR BOSCH 9127 POINT IDENTIFICATION MODULE END OF LINE RESISTOR FPS To 120vac 60Hz power supply Ground per NEC Standards SCOPE OF WORK: Tenant improvement. Add 5 smoke detectors & 2 heat detectors to new office space. Add 1 horn/strobe in new space, 1 strobe in the break room and 1 strobe in stairwell. Add smoke and manual pull in. 5tahwell. PAID SEP 24 2013 TUKWILA FIRE 4>e -177v s 0120,g VI. WASHINGTONALARM SEGALE BUSINESS PARK 2ND FLOOR OFFICE 5811 SEGALE PARK DRIVE C TUKWILA, WASHINGTON 98138 WASHINGTON ALARM INC 1253 S. Jackson Street Sat WA. 98I44 !ab # 8622 Designed by: Domed F.aw&I Drawn by_ 81,k Meant& Ph: 206-328-3288 For 206-322-7214 itfyiSiateS Osillia013 04121,2913 FERNITSET REIvisED FIRE ALARM ; FA - 1 , ACCEPTED o W! r;ut Comrnentstar As F cteC. In Red p Per The Atcacl:ed Letter These se plans have lbc.rr; `':'.iie'wed by The Tukwila Fire .ention Eur. -.,.,U i:Q! Toreformance WCCI1 current city • ridards. Acc ¢ ';r,= is suhjezt to esrots and ,ii.:.a:1-•orkGe v o+'tions of adopted �sicns whi' %� for and .,,.r j.r. ,... Til.- respc�;sibillty the ::o;all y vv ih die designer. .::tions, dc::iedo, ... ;,,.. ,t3io -,.r to these drawings after i esubar�iti.:.� o:� ,..5 tate wig :,sc ,= pt�ncc and will require a f r:.__.. .. if( for s,.Lsequ It approval. ty - a , ,, . :vi tt: l net° test and inspection by .sinal acceP•_.r��ic-. ,= . 'Tne TukwUa 1:-..c. Fresi tiii'on Bureau. ate: A &(4,) PT.D. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Actceptance Testing f at Fin larm Cti n Systems. allure of test will result in a Re -inspection Fee and termination of the testing SCOPE: • INSTALLATION OF AN AES RADIO COMMUNICATOR TO REPLACE EXISTING PHONE LINES • ADDING MANUAL PULL STATION NEXT TO EXISTING RADIONICS 9412 F C>:1ILA FIRE DEPARTMENT' :. Peri -alit N o. exact for shut- L:a vn cr rtzttration approval. FIRE CONTROL ROOM LOCATED ON 2460 FLOOR NF N TE THE BOTTOM OF FACP. FACP PULL STATION O Without Comments As Noted in Red Per The Attacrlea Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance 'Av4ch current City standards, Acceptance is subject to errors and omissions which do not authorize "!oiAno.is of adopted stns^dards and ordinances The respor.:::hfcy for the adequacy of design = ests totally with cre designer. Add#tions, deletions or Revisions to mese drawings after this Gate will void this acceptance and wl'•i require a resubmittal of revised drawings for subsegc:ew'Ft approval. Final acceptance is subject to Heid test and inspection by The Tukwila Fire Prevention Bu eau. Date:Li'I IS By: AT49 Zone DMCN71108 SLOIE DETECTOR -MOVE PA/E1 HEAT DETECTOR/CRASH DR 11 HEAT DETECTOR/CRASH DR 42 BUTTERFLY VALVE -PANT B00TH SAF IN PANT 800TH BELL TROUBLE 9344101 PULL -5611 E/6 WOR 0 WA29L PULL -FRONT E/E DOOR 1 LAOAL PULL -NEST E/E DOOR 41 2 906291 PULL -PEST E/E WOR 42 3 W9UAL PULL -PEST E/E DOOR 43 4 WAWL PULL-CARWASH E/E TOR 5 RA/DIA/ PULL -54 6/0 DOOR 6 WNWL RILL -SOUTH E/E 0003 7 SMOKE DETECTOR -1ST 11 FLOWER 8 941E DETECTOR -91 210 R ERV 9 590E DOECF0R-E 240 R ETV 20 Md. PULL -SCUM TND MDR 1 SLIEIKE 601(0104-1ECH FN El OV 22 WE 40ECTOR-L08B1 101 23 59011E D0ECI60-LOE81 24 SME WIECTOR-13681 100 25 SAE D00010l-401TH GORIER 26 SMOKE DETECTOR-0EACSE RWM 27 540I20 06101104-00 1/1146 28 SMOKE OEIECTOR-0FTEE 110 29 SME DETECTOR -SOON IW1801 30 SLOE DETECTOR-IO1EH 31 SLOE D010010 -0FTTCE 119 32 SIDE DETECTOR-L0CIER RWN 33 SMOKE D0-SNMGE RWM 34 HEAT DETECTOR -TENS SHOWER 35 HEAT DETECTOR-WO/ENSHOWER 36 SNORE DETECTOR-HORN1 IMAM 37 ELEVATOR TAMPER/VALVE CLOSURE 38 HEAT DETECTOR -14991 'S RESTROOM 39 HEAT 06)701R0WWIORE CLOSET 40 SWORE DETECTOR -207 SOUTH 10061 41 $YOKE DETECTOR -200 NORT LOBBY 4Z HEAT DETECTOR -ROWS ROOM 211 3 HEAT OETECIOR-W011EM'0 30011 213 44 DUCT DETECTOR 45 EAT DETECTOR -SOUTH STORAGE 46 SMOKE DETECTOR-0FFICE 220 47 STATE 0E1ECT0 --0 FIQ 218 48 910E 010611. -M E 214 49 5110E 0106/140 FFICE 212 50 913641 0.61-2O FLOOR 00 24 51 910E 001001OETEGTOR-S WNW 210 52 901E D00101 --W 620 RD 210 53 EAT DETECTOR-RE5TRCCN 262 54 9103E DETECTOR -GMT 290 55 SLUE: 001001a -mum -cola 258 56 54 0 0 0(1EC10R-0110E 256 s7 SNORE DETECTOR-CR10 230 58 SLOE DETECTOR -GABLE 246 59 HEAT DETECTOR -R 244 60 HEAT DETECT01OR-MT0109 CHEN 232 232 61 SMOTE DETECTOR-STOPAGE 23D 061007 62 sac DETEGIT-TFEE 238 63 5110E 11 -GREW 8301 234 00 64 SLOE DETECTOR -CLOSET 223 65 HOW SUPPRESSION 66 SLOE DETECTOR -11 SW All 213 67 SATO: E DETECTOR -101.8 228 68 SHODETELIOR-0F226 7CE 226 89 590E DETECTOR-0F110E 224 70 5340¢ DE10R-OFFICE 222 71 SLOE DEI(0E07OR-5 240 R STARS 72 SLOE DETECTW-01110E 210 73 SNORE DETECTOR-OHGE 242 74 SAOE DETECTOR -42 5W 1141 213 75 SLOE DETECTOR -13 SN 190E 213 76 5110E DETECTOR -14 SLY WNL 213 77 SHOE DETECTOR -11 WW HILL 213 78 510E DETECTOR -42 MW HALL 213 79 910E DEE0OR-13 NW MU 213 80 910E DETECTOR -44 NW AWL 213 81 910E DETECTOR-4MN 1611 247 910 2 82 E OEIE680 CR -42 111 247 SLOE E OE4EC120-11 NE AWL 247 E 84 910DETECTOR-42 NE WW1 247 85 910E 00-13 NE 441 231 10 86 9E DE1(01041EC10R-13 NE 111 231 87 910E TETECTOR-41 NE 111 231 66 9101E DETECTOR -43 00 H41 231 89 SLOE DETECTOR -42 SE IOL 231 90 SLOE DEIE0OR-11 SL SRL 231 91 901E 001E006-12 5E 14411 221 92 910E C0E410R-/1 5E 111 DET 93 SMOKEECTOR- 1 SN HVL 221 94 510E WIFCTOR-SUPPORT 219 95 SHOE DETECTOR-DAMER ROOM 96 SLOE ORECTOR-290 R 103 97 SOME DETECTOR -41 446 Holl 217 20(0106 99 SNORE DETECTOR -42 WW 141 217 69 SMOKE DETECTOR -43 NW HILL 217 100 SLOE DETECTOR -11 5F1 HVL 217 101 SATE DET -RLC R RESTROOM E/E 102 PILL- INEISCAPE SHOP 103 WOE DETECTOR 1590 NAL 217 105 SMOKE001601091 ROOM 105 SMOKE DETECTOR OFTEE 237 106 SLOE DETECTOR TOM 235 407 SLOE DETECTOR TRICE 233 100 PEE DETECTOR 5700 TP 4 W SL9E DETECTOR STOOGE 225 110 5LC9 R R DETEST 5 1SUIS SLOE DETECTOR SUPPORT 2% 112 SLOE DETECTOR STW[E 216 113 SLE DETECTOR -VO LOTT 200 144 54 0KE DETECTOR 43 NF TOM SL 116 OE W1EC10R-COW/514 251 117 5001E DETECTOR -FILE WOW 253 118 SLUE RETEST-010EN 249 121 SMOKE OE7EC10R-0F1EE 245 21 SOME GUEST -TOM 239 122 SLOE DETECTOR -.6.113R FY 215 123 560E DETECTOR -11 N4 UMW 210 124 PUKE a1LLHAT-E0EPId 125 SWORE DETECTOR-small161.51605 00 104 126 SLOE OFT -051 - STNS 103 D 4041 DETECTOR -CLOSET 255 129 HEAT ECTIOTE 130 SLOE TET-8O01000OOETTE DELL 131 SMOKE DFT-EW TRICE HILL 132 Kg DET -f - (ET M rot OFFICE 133 540E CET-6EW Till WEST iN SLOE ULT -TEM ORALE FAST 135 NEAT DET-0E10Y STARS 136 LAWN 041 -SWM ANS 137 SLIT DET -50TH STARS 136 POE DET -WITH NAL FIRE ALARM SYMBOL LEGEND NRENl�MK1���99N,�� SYMBOL DESCRIPTION MOUNTING FIRE ALARM CONTROL PANEL WALL -TOP 0 66' FPS FIRE ALARM POWER SUPPLY FIELD VERIFY ® FIRE SYSTEM ANNUNCIATOR WALL -TOP 0 66' EE FIRE/SMOKE DAMPER BY OTHERS ® SMOKE DETECTOR CEILING DUCT SMOKE DETECTOR BY OTHERS Q HEAT DETECTOR CEIUNG ® ADDRESSABLE CONTROL MODULE FIELD VERIFY ® ADDRESSABLE MONITOR MODULE FIELD VERIFY © MANUAL PULL STATION WALL 0 46 - CI CONTROL RELAY (MULTI -VOLTAGE) FIELD VERIFY ® ADDRESSABLE RELAY MODULE FIELD VERIFY MAGNETIC DOOR HOLDER FIELD VERIFY W© WATER FLOW SWITCH BY OTHERS Q VALVE SUPERVISORY SWITCH BY OTHERS R BELL BY OTHERS 0� CEIUNG MOUNT STROBE FIELD VERIFY Y�.:LC CEIUNG MOUNT HORN / STROBE FIELD VERIFY A:.l CEIUNG MOUNT SPEAKER / STROBE FIELD VERIFY ® CEIUNG MOUNT SPEAKER FI010 VERIFY al HORN WALL 0 10'-0 HORN / STROBE WALL 80'-96' SPEAKER / STROBE WALL BO' -96' al SPEAKER WALL 0 90- E STROBE WALL R0'-96' ABBREVIATION DESCRIPTION: (}W) 75� X30 E EXISTING G WITH GUARD P PENDENT MOUNT 0 ,rencE ADDRESS-, LID001 OR D01 ro«M-60801(5 477ECIOWR 0R MOOSE 1) R RESIDENTIAL (110V) S SOUNDER BSE WP WEATHER PROOF0 EOL END OF LINE RESISTOR EOLR END OF LINE RELAY 1 16 2 Y TrPE ASTEAATED COMOCIOR COM PPE sff 1 ai s (r ) AWG AMERICAN WIRE GAUGE TWP TWISTED PMR TWSP TWISTED SHIELDED PAR*4011 FPLP FlRE POWER LIMITED PLENUM FPLR FIRE POWER LIMITED RISER NAC NOTIFICATION APPLMNCE CIRCUIT SLC SIGNALLM9G UNE CIRCUIT PAID MAR 2.1 2018 IJKW—!LAFIRE cc_ W'2ov DESCRIPTION 0 -, 0 cn SEGALE BUSINESS PARK 5811 SEGALE PARK DR C TUKWILA, WA 98138 ZONE LIST, RISER, MAP, LEGEND DRAWN CHECKED DATE 3/28/2016 REVISION SCALE NONE FA -1 From FACP & power supplies located in telco room on mezzanine apporximately 100' south of this suite. 75CD LL rr 30CD RISER DIAGRAM SHOWING NEW DEVICES TO BE ADDED UNDER THIS PERMIT New smoke detectors will be connected to existing zone and will be powered from existing power supply. To 120vac 60Hz power supply Ground per ti NEC Standards To 120vac 60Hz power supply DRAWING SCALED AT 1'=1' 8 FACP FPS 302 9127 300 9127 FACP FILE Ground per NEC Standards BOSCH 9412G FIRE ALARM CONTROL PANEL (EXISTING) SILENT KNIGHT 5495 NAC POWER SUPPLY (EXISTING) ALTRONIX AL3000LXD POWER SUPPLY (EXISTING) BOSCH F220—B6PS ADDRESSABLE SMOKE DETECTOR EDWARDS 270 SERIES MANUAL PULL BOSCH 9127 POINT IDENTIFICATION MODULE FPS Ground per NEC Standards To 120vac 60Hz power supply SCOPE OF WORK: Tenant improvement. Add 3 smoke detectors to new office space. Add 1 horn/strobe in new space and 1 strobe in stairwell. Add smoke and manual pull in stairwell. APR 1 `3 201? .1KVVNLA FRE 2%O1 3 dr 2c -o WASHINGTONALARM SEGALE BUSINESS PARK 2ND FLOOR OFFICE 5811 SEGALE PARK DRIVE C TUKWILA, WASHINGTON 98138 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8622 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax 206-322-7214 REVISIONS DATE DESCRIPTION 04/13/2012 PERMIT SET FIRE ALARM FA -1 LSC ® Without Comments As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau forrconformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted c-tandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is sub)ect to field test and inspection by' The Tukwila Fire Prevention Bureau. Date: i'1to-r)- By: SI 1 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. a,td exact addi ,ss for shut- down or restoration approval, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented .nO herfi ector prior to *Tice nt 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. Ir EXIST OFFICE 3 EXIST HALL 0 3 r, 1.1 S-1 EXIST OFFICE 1.1 Ii1 t L J • NEW STAIR 1Q'-0 ACT r , 3 3 19-0 NEW CONFERENCE RM 10'-0" ACT L�- 3 r _r IJ _ 3 r, �IJ - -�}- 3 -� WALLS DO NOT GO FULL HEIGHT �' 1 /,� ▪ *, \ * . -IJ ,jJ �, �7 _L3_1_.1_Lt 1J-.� 3-I=L�3 �� 3 �- 1-{Jr.3_e r -IT o /IT I * Cr,4%_ t3 _ci? j, 3: Y V' I I IF 3 I-!-.,-3 *� 3 4:0113 Y -,I -L PARTIAL 2ND FLOOR PLAN r , L J - �r3 -? WALLS DO NOT GO FULL HEIGHT 3 , -t1 t L~ SCALE: 1/8'=1'-0' SCOPE OF WORK 1. ADD HEADS IN CONFERENCE ROOM ON 2ND FLOOR. 2. ADD HEADS UNDER NEW STAIRWELL. 3. RE-ROUTE AUX. DRAINS TO ACCESSIBLE AREA ON WALL. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. I.0RrL•] = EXISTING SPRINKLER HEADS. 3. ALL NEW HANGERS TO BE 3/8" EYELETS. 4. ^C = NEW 48" FLEX HEAD TO CEILING. \-3K2 IRDI IEE L2 NI n 11 I ^1 L NEW HEAD UNDER UPPER LANDING. I 1 YI /-- 1 SPRINKLER INSTALLED ON THE UPSLOPE � OF STAIR 7-0 1 1 3-0 3-2 O -7114 -, 0-9 1 1114 3-3', ; 3-3..z 1-5 1 2 2-0 2-3 1V 1V 1V EXISTING UNDER MEZZ -4- 1 V° n r 1" PWG r 1" PLUG 11/1 7 1Vi Io 2 1-6 UNDER NEW STAIR PLAN /Th SCALE: 1/8'=1'-0' 0 pt" -- z u>V:y Cf ti-It. Q.sr^ -JL" V y 2 r} resubr3-.tc-3 of 1 t�Letter . - .:E; b hp. TlukiMla Fire u = current ent City -'Ivy--.`J of Jdopted .#€,y-.^' vtzty'.r:rthe the Je igner. ,I„'rSto these .rats ngs after require a for subs q ent approval. Final a ee3` r,ce ly _1'0=cc t to fled test and Inspection by Tne Tu{wiia rlr P1:=�erc :o Ek.:reau. Date: 2-),9 - !?- Cy: 15)1 `T - c : `236-575-c:107 and wive this Fi;`e Pc= nt No. and addressfar Ehl- -.,wn or restoration app c .1 P/e. AREA OF WORK KEY PLAN /"IAL SCALE: NTS ; HANGER LEGEND A "U" HOOK 8 COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT POWDER -DRIVEN-STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y z STATE CERTIFICATION SPRINKLER LEGEND mN Y 0 a = N SPRINKLER ORIFICE SIZES AND TYPE 1- x C7 a_ 1- z 0 Z a W W I- Vi 1 2 5 3 7 1 SPRAY 16 8 16 2 0 0 1/2" 0 1" 3 4 17 32 SPRAY 3/4" El 1" 1 2 3 7 1 8 16 2 SIDEWALL a 1/2" 1 1" 1" 1 2 DRY TYPE 1" • 1" 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE TEMP RATING (1 STRUCTURE TO CENTER /�� LINE OF PIPE IN INCHES FITTING LEGEND P PIPE -0 -LET p 165° O 212° O 286° 350° 500° BgE Z J Z Z z< as VI za z� 0- 0 J 0 1 N 0 zZ zo W 0 0 0 1/2" 1" 1" 1/2" 1" 1" 1/2" 1/2" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY •* RELIABLE CAA CONCEALER 1/2 1/2 BRONZE WHITE 155 13 • RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 5 Q RELIABLE F1FR SIDEWALL 1/2 1/2 CHROME CHROME 155 TOTAL 19 QUALITY CONTROL BY JOHN DACCA DATE 2-23-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO 8E NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO, 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER CITY OF TUKWILA ORDINARY HAZARD. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE CONFERENCE ROOM BUILDING 981 5811 SEGALE PARK DRIV C TUKWILA, WA 98188 STEVE NELSON 206-575-2000 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRIDTFIRE.CDM johnd®potriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 2-23-12 JOB NO. 12-14670 1 OF 1 F�1 . �MM t4 10 CI VLJ -0 0 0 2000 1350 -.© a A • t2RS ALUM LEGE>IID Fire Alarm Control Panel Fire Alarm Transmitter Digital Key Pad/Zone Annunciator Exterior Bell/Strobe Horn Horn/Strobe Mini -Horn Bell Interior Strobe Smoke Detector Above Ceiling Smoke Detector Rate of Ries Heat Detector - 135 Rate of Rise Heat Detector - 200 Fixed Temperature Heat Detector 200 Fixed Temperature Heat Detector 135 Manual Pull Station Waterflow Switch Tamper Switch - PIV, OS&Y Air Pressure Supervisory Washington Alarm, Inc. 1253 S. Jackson St. Seattle, Wa. 98144 Contact: Neal Rider 206-328-3288 9 G 441120 44x120 44x120 44x120 44x120 44x120 44X120 25'-3 3/8" L44x120 I44x120 0 44x120 44x170 41:120 44E120 4x120 44x170 44x120 44x120 44x120 44x120 44x120 44x120 44x120 44x120 17'-1 13/16" 4120 44x120 I 44x120 A Segale Business Park 5811 Segale Park Drive C Tukwilla, Wa. 442120 44x120 44x120 oto ire= J 1111110111 11111111111111 11111111111W.11111111111 111111111111111111111 -ora awe r 1 T i G� ! tic f .—CCD C* AOILK CA 000 1027 "" ACCEPTED Without Comments 0 As Noted In Red Per The Attached Letter 0 These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ' Final acceptance is subject to field test and inspection by iThe Tukwila Fire Prevention Bureau. Date: 7/8 /V By. .c_3 1 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No.©/—"FP0 and exact address for shun down or restoration approval, 4� 1011116 REVISIONS: SEGA L E BUSINESS PAF TUKWILA, WASHINGTON (206) 57 TITLE QAC STO RAG SCALEDATE: 1/16" = 1 1 _6„ 4/20/01 DRAWING NUMBER: SHEET: or,: AUG 29, 2001 - 5:18:30 PM 1: \B10882\CADD\E-LI-01.DWG • TO FACP SCOPE OF WORK co 1n1111■■■■■■1 ■■I■ =MINIM MU 111111011111311 MEIN MEM ■I ■I�'■■■ ■II! ■■■■■h1__ ■IP!!iI rii .■i■■■■■■ iewis■■ Liii III ■■■I ■� INNE•mP.•�■t�, 1111111111111111111 s. kiammi ■I■I■Ii■I■I■I U■■■MININFIVINNI 1111/11 1■■I I S ■l■III1!!m! dammo ummilmonaw iummiimum!limumnitii:ii►Sa1 11111111111111111MMINIMI11111111111•11111111•11M11111111111111•1 III 11■1.111i■ I ■E ■EM■■NhEMi '1 ■•I■■■I I i r= 7 �� F. Ig EI O 129 ,• .I IIIIIIIHHI Tea FACP 111111111111111PAIMMIUMBIll MIN a err V - TO FACP 11 1 -' 1 1 0 REFLECTED CEILING NOTES ELECTRICAL FIXTURE KEY 1. THESE DRAWINGS SHOW THE LOCATION & CRITICAL DIMENSIONS OF LIGHTING FIXTURES & SUSPENDED T—BAR. ALL DEVIATIONS IN FIXTURE LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR & THEIR SUBCONTRACTOR(S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. 2. CONTRACTOR TO PROVIDE & INSTALL ALL NEC— ESSARY & CODE REQUIRED PARTITION BRACING. 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. 4. SEE FINISH SPECIFICATIONS FOR SAT TYPE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL, & LIFE/SAFETY SYSTEM WORK. THIS RESPONSIBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BUT SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/S 8'-6" CEILING HEIGHT AND/OR FULL HEIGHT PARTITIONS. 6. ALL MECHANICAL GRILLES AND/OR DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE IN WHICH INSTALLED. (SPRAY APPLICATION ONLY) ALL ELECTRICAL FIXTURES © 1—HOUR RATED CEILING ASSEMBLIES TO BE TENTED, TYPICAL. am co ooN4 r co 17 _0 0 0 20 0 13 -'D 6 A A FILE 1L11H LEGEYD Fire Alarm Control Panel Fire Alarm Transmitter Digital Key Pad/Zone Annunciator Exterior Hall/Strobe Horn Horn/Strobe Mini-Horne_ r Hell Interior Strobe Smoke Detector Above Ceiling Smoke Detector Rate of Rise Haat Detector - 135 Rate of Rise Heat Detector - 200 Fixed Temperature Heat Detector - 200 Fixed Temperature Heat Detector - 135 Manual Pull Station Waterflow Switch Tamper Switch - PIV, OS&Y Air Pressure Supervisory s cep FL00A() �-- SECOND FLOOR (70) SECOND FLOOR (3) 10 -- SECOND FLOOR (6) N9 SECOND FLOOR (2) Q 110 VAC FACP 0 (1) ELEVATOR RECALL 0 (14) FIRST FLOOR %1 FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLR. LOBBY ENTRANCE TELCO FIRE ALARM RISER KEY SEE ELECTRICAL DRAWINGS 24" X 24" FLUORESCENT LAY—IN DIRECT— INDIRECT TROFFER. 24" X 24" FLUORESCENT LAY—IN DIRECT— INDIRECT TROFFER. 0 12" X 24" FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. 0 2000 135 a A A 12" X 48" FLUORESCENT. SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. 12" X 24" FLUORESCENT WALL WASHER FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. 48" FLUORESCENT SURFACE MOUNTED STRIP FIXTURE. RECESSED LENSED INCANDESCENT DOWN— LIGHT W/ CLEAR ALZAK REFLECTOR. RECESSED LENSED INCANDESCENT DOWN— LIGHT W/ CLEAR ALZAK REFLECTOR. EMERGENCY EXIT LIGHT/SIGN—ARROW INDICATES DIRECTION OF EXIT. SMOKE DETECTOR—CENTER ON TILE, SEE FIRE PROTECTION DWGS/SPEC. SMOKE DETECTOR—CENTER ON TILE, SEE FIRE PROTECTION DWGS/SPEC. FIRE ALARM CONTROL PANEL FIRE ALARM TRANSMITTER DIGITAL KEY PAD/ZONE ANNUNCIATOR EXTERIOR BELL/STROBE HORN HORN/STROBE MINI—HORN BELL INTERIOR STROBE RATE OF RISE HEAT DETECTOR -135 RATE OF RISE HEAT DETECTOR -200 FIXED TEMP. HEAT DETECTOR -200 FIXED TEMP. HEAT DETECTOR -135 MANUAL PULL STATION WATERFLOW SWITCH TAMPER SWITCH—PIV, OS&Y AIR PRESSURE SUPERVISORY GENERAL NOTES: 1. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING ALL ELECTRICAL FIXTURES AND SWITCHING WITH OTHER SUB—CONTRACTOR TRADES (IE.— CASEWORK, MECHANICAL) AND TO NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 2. THIS ELECTRICAL FIXTURE KEY IS INTENDED TO BE USED AS A GUIDELINE FOR INTENT & STYLE PURPOSES ONLY. SEE ELECTRICAL FOR SPECIFIC ELECTRICAL FIXTURE SPECIFICATIONS, TYPICAL. 3. SEE KEYNOTE 3 FOR TYPICAL SUSPENDED CLG. SPECIFICATION. KEYNOTES: v D D ACCEPTED Without Comments As Noted In Red Per The Attached Letter GWB SOFFIT AT 8'-8 1/2" AFF GWB CEILING AT 9'-8 1/2" AFF SUSPENDED 2'x2' ACOUSTICAL CEILING TILE SYSTEM: ARMSTRONG ULTIMA BEVELED TEGULAR, FINE TEXTURE W/ 9/16" "SILHOUEI I E SUSPENSION SYSTEM—COLOR: WHITE (2'x4' TILE AT SIM.) MOISTURE RESISTANT GWB CLG. AT 9'—O" AFF OPEN TO STRUCTURE ABOVE 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, deietions or revisions tte these drawings after thi= date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. r inai acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: i a I ICI 01 By: 53 r TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. .01 F 23B and exact address for shut, down or restoration approval. SBP ADMINISTRATION OFFICE NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. FIRST FLOOR FIRE ALARM PLAN Scale: 1/4" = 1'-0" UAHID OCT - 5 2001 North ARCHITECTURE PLANNING INTERIOR ARCHITECTURE One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 0 0 W"4 K w a 0 AUG 29, 2001 - 5:18:12 PM 1: \B10882\CADD\E-LI-02.DWG TO FACP 0 !M■I ■ ■■I ■I■■■IIi �■ l■■■■■■■I MEM Mit ■■■liter■ f + i■WMM E� ■■I ■I■■ FA■■■ MIME= 1111 ■I/II■■ 220 IEEE ■■■Illi■■ I■■■ ?!■IPI I'.',' MIMES■■i ■I■■■,1i ■■ Ii li■iil I11I■■■■1 ■■■■■■I ■R■■ ■■■IPI i� MENIE14galEffAliiiiiIMEITLIIIIIIMIN i m_mm fid mo ICSTA • • Q_ MIMI ■■■1 1^■_ ___MIl1 1■■■M■■■i IOU • a ammo En= ■ I 1 ■1■■■I■I■■I■1■■■■■ �..,�■■■®■■■■i ■■■■■1Q■1■_ I■■■■ 10 ■■■� 1111■Mii■ ■■■■■- 1111111111 IN -Mi ■■■■� --- It MEE E■■■■- EFLII II MIIMIZZI NI EMMA! 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LOBBY ENTRANCE TELCO FIRE ALARM RISER REFLECTED CEILING NOTES ELECTRICAL FIXTURE KEY 1. THESE DRAWINGS SHOW THE LOCATION & CRITICAL DIMENSIONS OF LIGHTING FIXTURES & SUSPENDED T—BAR. ALL DEVIATIONS IN FIXTURE LOCATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. IT IS THE RESPONSIBILITY OF THE GEN. CONTRACTOR & THEIR SUBCONTRACTOR(S) TO MAINTAIN COMPLIANCE W/ APPLICABLE STATE & LOCAL CODES & OBTAIN ALL NECESSARY ELEC. PERMITS. ANY DISCREPANCIES SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. 2. CONTRACTOR TO PROVIDE & INSTALL ALL NEC— ESSARY & CODE REQUIRED PARTITION BRACING. 3. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY AND CODE REQUIRED SUPPORT AND SWAY BRACING FOR CEILING AREAS. 4. SEE FINISH SPECIFICATIONS FOR SAT TYPE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING CLEARANCE CONFLICTS RELATED TO ITS MECHANICAL, ELECTRICAL, & LIFE/SAFETY SYSTEM WORK. THIS RESPONSIBILTY SHALL NOT BE LIMITED TO CONFLICTS BETWEEN NEW BLDG. SYSTEMS, BUT SHOULD ALSO INCLUDE CONFLICTS BETWEEN NEW & EXISTING SYSTEMS. SPECIAL ATTENTION SHOULD BE DIRECTED TO ALL CEILING AREAS GREATER THAN THE B/5 8'-6" CEILING HEIGHT AND/OR FULL HEIGHT PARTITIONS. 6. ALL MECHANICAL GRILLES AND/OR DIFFUSERS LOCATED IN GWB SOFFITS ARE TO BE PAINTED COLOR OF ADJ. SURFACE IN WHICH INSTALLED. (SPRAY APPLICATION ONLY) ALL ELECTRICAL FIXTURES © 1—HOUR RATED CEILING ASSEMBLIES TO BE TENTED, TYPICAL. SBP ADMINISTRATION OFFICE KEY SEE ELECTRICAL DRAWINGS 24" X 24" FLUORESCENT LAY—IN DIRECT— INDIRECT TROFFER. 24" X 24" FLUORESCENT LAY—IN DIRECT— INDIRECT TROFFER. ® 12" X 24" FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. © 12" X 48" FLUORESCENT SURFACE MOUNTED FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. 12" X 24" FLUORESCENT WALL WASHER FIXTURE W/ .125" ACRYLIC PRISMATIC LENS. '--' 48" FLUORESCENT SURFACE MOUNTED STRIP FIXTURE. O RECESSED LENSED INCANDESCENT DOWN— LIGHT W/ CLEAR ALZAK REFLECTOR. RECESSED LENSED INCANDESCENT DOWN — LIGHT W/ CLEAR ALZAK REFLECTOR. EMERGENCY EXIT LIGHT/SIGN—ARROW INDICATES DIRECTION OF EXIT. ® SMOKE DETECTOR—CENTER ON TILE, SEE FIRE PROTECTION DWGS/SPEC. • SMOKE DETECTOR—CENTER ON TILE, SEE FIRE PROTECTION DWGS/SPEC. ® FIRE ALARM CONTROL PANEL • FIRE ALARM TRANSMITTER DIGITAL KEY PAD/ZONE ANNUNCIATOR EXTERIOR BELL/STROBE HORN HORN/STROBE MINI—HORN BELL INTERIOR STROBE Fr O 200 1350 El 0 A A RATE OF RISE HEAT DETECTOR -135 RATE OF RISE HEAT DETECTOR -200 FIXED TEMP. HEAT DETECTOR -200 FIXED TEMP. HEAT DETECTOR -135 MANUAL PULL STATION WATERFLOW SWITCH TAMPER SWITCH—PIV, OS&Y AIR PRESSURE SUPERVISORY GENERAL NOTES: 1. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATING ALL ELECTRICAL FIXTURES AND SWITCHING WITH OTHER SUB—CONTRACTOR TRADES (IE.— CASEWORK, MECHANICAL) AND TO NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 2. THIS ELECTRICAL FIXTURE KEY IS INTENDED TO BE USED AS A GUIDELINE FOR INTENT & STYLE PURPOSES ONLY. SEE ELECTRICAL FOR SPECIFIC ELECTRICAL FIXTURE SPECIFICATIONS, TYPICAL. 3. SEE KEYNOTE 3 FOR TYPICAL SUSPENDED CLG. SPECIFICATION. KEYNOTES: 8 GWB SOFFIT AT 8'-8 1/2" AFF GWB CEILING AT 9'-8 1/2" AFF SUSPENDED 2'x2' ACOUSTICAL CEILING TILE SYSTEM: ARMSTRONG ULTIMA BEVELED TEGULAR, FINE TEXTURE W/ 9/16" "SILHOUETTE SUSPENSION SYSTEM—COLOR: WHITE (2')(4' TILE AT SIM.) MOISTURE _ RESISTANT GWB CLG. AT 9'-0" AFF OPEN TO STRUCTURE ABOVE SECOND FLOOR FIRE ALARM PLAN Scale: 1/4" = 1'-0" North ARCHITECTURE PLANNING INTERIOR ARCHITECTURE One Paragon Plaza 6720 Regents Boulevard West Tacoma, Washington 98466 Telephone: 253.460.5853 Facsimile: 253.565.7240 © ALL RIGHTS RESERVED 2001 \r"r:/ / • -r 441 - - - , : ; tl• k --r=•• - — - -1-• 11H_ -7414-1 r. -14114- 44.4 - i I 1 I _____, 7- -. —._, --..7.—— ..6_ ..1 . . ±[ ) , ,, • 'V() 4-4 -7 I- I — -;I I _ X 111.- - I timi —I 1 \ r - :-• ' - . 1 -= ii+ 1- -, 9 - 9 - ! - - I + • " _ • x. I _ 1 . (9) - - ; ‘4 - • I J -z/ I x I .r1 — ••*•• xx _ r , , 1 • Ilb / --4,•4_ it -1‘ 1 1 '-• -PO rrf:‘ - -- i1111-7 _ - r 'SI - 0 ISI - 1S1 {- rr_ 4 _ _ 1— til r — — 7111 1 ii 1 . _- - _ ------ i r _ i - r i ' 43 111,7 -."..4-11r: • . I ' J- I IF•-ckh-41_ 2-0 1S1 =PARTIAL -1ST -FLOOR =PLAN SCALE: 1/8"=1'-(1' SCOPE OF WORK 1. ADD AND RELOCATE SPRINKLERS FOR NEW WALLS. GENERAL NOTES: 1. --- EXISTING FIRE SPRINKLER PIPE. 2. = EXISTING SPRINKLER HEADS. 3. ALL NEW HANGERS TO BE 3/8" EYELETS. 4. ^c = NEW 48" FLEX HEAD TO CEILING. Ir o 0 Per plans have been rPviewedt. The Tukwila Fire .ention Bureau fOr cLrrent City dards. Acceptance ;s errors and ni.sslons which do 9:3 of adopted andards and ord r�5 rr re-,_„os-i)iiity for the _dequaoy or Oe-_:-•_!e:in ',:otalf we, cr--;:t AZditions, c,: r.r:aze Crawings after this dzte wiii ve:a vvoi require a resubmittal of revised drawings for subz.zecli.ent approval. Final acceptance is subject to field test and inspection by The Tukwiia Fire Prevent,on bureau. Date:— re-- By: Ai'. -.s1 TUKWILA FIE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. zwld exact address for shut- down or restoration approval.- . DT'-111,-vYPJP‘,.:_•• KE\f/ PLAN . .• SCALE: NTS PAID APR 02 2012 TUKWILA FIRE oc Puy' HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F I L E F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CEPTIFICATION SPRINKLER LEGEND ,s,,0011. lac glu- Catificate 4 ce ot^ Ne ce a_ fn 1- SPRINKLERi- MIFICE SIZES AND TYPE = oLil m Z 0 a_ La La N t•Li - 4, 1 ete. 1 5 3 7 1 0 0 1/2" 2 1 6 8 16 2 SPRAY 0 _ ..* Cacithaa Dacca , NO -04-1150 i 3 17 FIE 3/4" 3 t . -.4 ... SPRAY . , 1 3 7 1 . 2 8 16 2 SIDEWALL y„,1 iL.fi NV 8.4fle / 1 k • k skr°188a Dec0 1 0 1" 1" 2 DRY TYPE 4 1" --.-- 2 WAY TEMP RATING - EARTHQUAKE BRACE 165° z in te >- Liii 0 4 - WAY EARTHQUAKE BRACE 0 -e- 212° Lai 0 1/2" 1 1- )0 ISINRELICT)1FRE PIPTEO IN CENTER 286° 0 zz ET 4 1" ® 1/2" o a- 3gE 350° 1" 4 1. FITTING LEGEND 500° 1/2" (11i 1/2" PIPE -0 -LET P F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY • RELIABLE G4A CONCEALER 1/2 1/2 BRONZE VA-IITE 155 9 TOTAL 9 QUALITY CONTROL BY JOHN DACCA DATE 3-30-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. _ 5. PIPING -SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. - I 7. CAVNER „TO -PROVIDE ADEQUATE*HEAT.=IN AREAS -PROTECTED,BY A -WET ,PIPE*SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER CITY OF TUKWILA ORDINARY HAZARD. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. . . :REVISIONS NO DATE BY 'DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES Po aox 88028 TUKWILA, WA 98138 • ............,-,,.. . .. ,. PROJECT -NAME: INDUSTRIAL -REVOLUTION 71 BUILDING 981 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 STEVE NELSON 206-575-2000 PATRI FP099CF ENA IE AMMILIMI PATRIDTFIRE.COM wW\d.hnd@potriotfire.com I jo E FIE PROTECTIM INC. 2707 70TH AVENUE -EAST TEL: (253) -926-22901 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGN ER JOHN DACCA SHEET -- 1Th A 3-30-12 __IDATE JOB NO. 12-14804 1 OF 1 I. 28E - - -011 '0 0 T. WAREHOUSE 28E 8E — — EXIST. CPLG II -0- - - - ti I+O- - 1?.- — SYSTEM #2 28E ‘1 EXIST. WAREHOUSE 10 L 28E --O II - v-- 0 0 -- H3 ROOM EXIST. WAREHOUSE 11-D--- -- Iii--�1 10 10 10 1 — —Q 8 w 31E 11.0 --- --ID— !E: -ROUTE AUXI DRAINS TO ACCESSIBLE AREA ON WAITL. 132 -0- - - - -0-11 -041 - -041 T12 T12 -----0---$�---p-'-- _�---011 130 ='�--o----a- - - --ail PARTIAL WAREHOUSE PLAN eN SCALE: 1/8"=1'-0" SCOPE OF WORK 1. RELOCATE ESFR HEADS FOR NEW FULL HEIGHT WALL FOR H3 ROOM. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. t0; = EXISTING :_SFR SPRINKLER HEADS. 3. ALL NEW HANG -RS TO BE 3/8" EYELETS. Vahcm_it Comments O A5 N,--Apecl ,n Red O Per The Attacneri ' e -ter plan_ have _ -., rev' '-:cd b -: Tukwila Fire current rent rev e��tan ��lru�. ;- -, _f;.;YAWL :.5 . ,,{ City :1-3ndards. Y,t '-��a-- " _ _� ,;ect r er 'moi -'s and L.,fl2 Zion5 whic1 ze of adopted ant c . - "P',? TEsc,•7,T',s11.-3:iity for the adequ� 1 tT�� _ Oesigner. acy �?;�% yiT a.G.. l _.e_1 -__ s - , :/ =^i''•_' ; :.f .i. _ .�.`.1' - Add -�- i gs after this date Wi ! vo:;f.1 a resubmttr+.31 of r_:`r'i3 >, - - -` 'F int approval, Final acceptance 1=s £`-:;', to `- c testn0 inspect =i�, and inspection by The Tukwila Fir:, Pre'v;;r,'r ' Bureau. Date: ) `f -1)-- By: (c1^,-,--1 f TUKWILA FIRE-: DEPARTMENT Please del 206-575-4437 and give this Fire Permit Na. ))-S-/vim mid exact address� for shut- down or rG.di.oradoin G-piproYL[L 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. SCOPE OF WORK KEY PLAN frfN SCALE: NTS bo PAID MAY 11 2012 i , LTi IPn) HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION SPRINKLER LEGEND 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE OF PIPE IN INCHES FITTING LEGEND P PIPE -0 -LET tz e a� iE SPRINKLER ORIFICE SIZES AND TYPE i- x C7 i - z 0 cL z a W W N La w 2 5 3 7 1 SPRAY 16 8 16 2 0 1/2" 0 1- 3 4 17 32 SPRAY 3/4" 1" 2 3 7 1 8 16 2 SIDEWALL 1/2" 1" 1" 2 TEMP RATING DRY TYPE O 165° -e- 212° O 286° © 350° r7 500° F PLAIN END FIT FITTING 1" za a 0 Z En Z13z Z ix a 1" 10.s in 1" 1/2" APPROVAL REQUIRED 1/2" • J O 1" z 2 z3 zo w. 0 1" 1/2" 1" 1/2" SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SYM MANUF SPRINKLER HEADS USED MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD ESCUTCH FINISH FINISH TEMP QTY 121 RELIABLE H ESFR PEND. 3/4 14.2K BRONZE -- 165 5 TOTAL 5 QUALITY CONTROL BY JOHN DACCA DATE 5-10-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. EXISTING WAREHOUSE DESIGNED TO A 75 PSI EHP ESFR SYSTEM PER NFPA 13. 12 HEAD CALC. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 10. NO DATE CONTRACT WITH: SEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 REVISIONS BY PROJECT NAME: DESCRIPTION SEGALE H3 ROOM BUILDING 981 5811 SEGALE PARK DRIV C TUKWILA, WA 98188 STEVE NELSON 206-575-2000 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. JOHN DACCA 5-10-12 12-14900 SHEET 1 OF 1 PATRIFP099CF WWW.PATRIOTFIRE.COM johnd@potriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 � 1 EXIST OFFICE 3 r� KITCHENETTE L' -c 1 r_ EXIST HALL —'41 3 — ,� �11h �� • 5-011/4 11/4 _ 0-9 `" 3- •‘*' IF.]- - —3_0__Lc.; 3 -H 1 1/Si io p 144t6 2-0 ,k 101 ,.� o .--L1 L 111 EXIST OFFICE F 3 f 0 NEW STAIR 10'-D" ACT re __C IJ L 1,31 CONFERENCE RM -- ® 9'-0"GWB 9'-0 GW6 10'-0" ACT •I — 1 _ _ •'k J•�` — 3 -i-- E 2 —_ -H 3 ri r_, 3 ISI — Ci 3 'a+ 5-0 6-0 51 y2 1% / `! 11/4 ;li :g 1�� 3 = } 3 1_g "3 L-03 I+�I = 36-0 — r � L�J— r SIJ _ N 3 I r7 3 3 r� 3 �I PARTIAL 2ND FLOOR PLAN N re, r � -r'1 --Gtr 3 1) F WALLS DO NOT GO FULL HEIGHT LL_J ---0r -j r i L — —qtr X WALLS DO NOT GO FULL HEIGHT 3 SCALE: 1/8'=1'-0' SCOPE OF WORK 1. ADD HEADS IN CONFERENCE ROOM ON 2ND FLOOR. 2. ADD HEADS UNDER NEW STAIRWELL. 3. RE—ROUTE AUX. DRAINS TO ACCESSIBLE AREA ON WALL. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2.IitoR`0Ev.TTIIN'G SPR':"KLEP I•IE/`,DE. 3. ALL NEW HANGERS TO BE 3/8" EYELETS. 4. "C = NEW 48" FLEX HEAD TO CEILING. Hro NEW HEAD UNDER UPPER LANDING. /-- 1 144 11/ 7-0 1 SPRINKLER INSTALLED ON THE UPSLOPE �^ OF STAIR 11 0-10 - -11/4 0-9 c 1 11/4 1 1 3-0 3-2 3-3 3-3^ EXISTING UNDER MEZZ • 1 1-5 1 2 /_2-0 2-3 r 1" PLUG 1" PLUG ,1��_1>ti n t 1/. 1 UNDER NEW STAIR PLAN SCALE: 1/8'=1'-0' 2 1-6 AREA OF WORK KEY PLAN SCALE: NTS 4b, HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET -- K SHORT CLIP M ALL THREAD ROD - N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION SPRINKLER LEGEND 1ni, in Ya iCC t SPRINKLER ORIFICE SIZES I- 0 I- c W N eQotecuon, �' °50te CCU,fi r�i, V1 - AND TYPE j w n ~ 47, Q ��` ° R 0012" / a i /il 3 Jfnv n e T 2 16 8 16 2 SPRAY O 0® 1" w T I{ '_Molt s 3 17 ❑ • 3/4" A 1 to 4 32 SPRAY 0 _ 1" :, °�� e 1 3 7 1 Q a 1/2" Sy4, arb Sprinkle4 L \n %t �ONSb 2 8 16 2 SIDEWALL a a, ' December - \\\1V\`7 1" DRY TYPE O 1" 2 , �-..... 2- WAY EARTHQUAKE BRACE TEMP RATING Ia m Z 3 Wa = >- cif 4 - WAY EARTHQUAKE BRACE Q 165° cn Wo 0 1^ o Q 212° 1/2" (J 1" Z 0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES Q 286° Cr < W 1" 1 2" / 350° a '" '" FITTING LEGEND Q 500° 1/2" 1/2" P PIPE -0 -LET F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUFCH FINISH TEMP QTY •* RELIABLE G4A CONCEALER 1/2 1/2 BRONZE WHITE 155 16 • RELIABLE Fl FR RECESSED 1/2 1/2 "H`'"tis' CSE,?INE 155 5 Q RELIABLE F1 FR SIDEWALL 1/2 1/2 CHROME CHROME 155 1 ■* RELIABLE G4XLO E.C. CONCEALER 3/4 11.2K BRONZE WHITE 155 5 TOTAL iIIIIMMIIIIMIL 27 QUALITY CONTROL BY JOHN DACCA 6.41E 2-23-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TC BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXC!PT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA '. 13, APPLICABLL EDli'ON. 7. OWNER TO Pr.. . _ AUtQUATE HEAT IN AREAS PROTL-SEL L1 .. r`.c PiPr SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZ?NG. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER CITY OF TUKWILA ORDINARY HAZARD. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION 1. 11-6-13 JCD I AS -BUILT FOR FIRE DEPARTMENT. CONTRACT WITH: SEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE CONFERENCE ROOM BUILDING 981 5811 SEGALE PARK DRIV C TUKWILA, WA 98188 STEVE NELSON /2 -�--V3 206-575-2000 ' a erPATRIFP099CF FIRE PROTECTIOR, on 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 2-23-12 F P 1 JOB NO. 12-14670 1 OF 1 • ,•----- LINE OF MEZZANINE r 1Z l'==liiir=='1 1 1 I ''''1 I I ACCEPTED Without Comments As Noted in Red Per The A t shed Letter O These pians hale bss t hv Tie T4 avis Prevention Bureau for conformanoe with curt city standards, Acceptance, is subjsct to errors end ornic3icns tPr;'S3 ,h ,J0 nc•T =:bthorize Vie, i' ;lr'S f ad nlr'd . - Final accept r tcc is 5:r':je t to tieid test and ir5ti _ The Tukwila F r Prevention ure u. Date: A.c1 -(1) 1y: 1 E4c,11 )%11-kerf h device SJI4// in4v<- i+S Ow►-% cid rein . -�. -..1De. eat SHOW TY a a 0 a NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. TUKWILA FIRE DEPARfMENi Please call: 575-4407 end live this job e: �t address for shut- �r restoration approval. i V4'.' r W-dik to V-4' T -i' t-` Tamper switch c -o up FCp Flow switch Horn strobe Manual pull Annuciator panel Control panel R Exterior bell ® Smoke detector Strobe OVERALL SHOP PLAN c_ I Z✓J a I PN STEPS a OPEN TO STRUGTUIRE 2 -HR SHAFT GELLING BELOW 2 -HR SHAFT STORAGE MEZZANINE GELLING BELOW rte= =9-� '�-1 HR. 514AFT 19 MEZZANINE PLAN 18 WASHINGTON ALARM, INC. 1253 S. JACKSON ST. SEATTLE, WA. 98144 SEGALE BUSINESS PARK TENANT #3 5811 SEGALE PARK DR. C S2 W4 1 L S3 1142 Fl OCCUPANCY CHART ST4TISTICS 144 - VEHICLE SHOP - 1389 SF - OK, LESS THAN 1500 SF Fra - LK.711ED STORAGE ROOM - 315 SF Oil AREA AS PART OF 144 - 1842 W - OK LESS TWIN 25% OF 1500 (100) NO RATING 1-1-IOUR RATING 2 -HOUR RATING FP JUN 232NuOLL P A I !) 1111 Eli= all MIll ME NI ME MI Ell tt W Q c O 0 L k v w 0 z O 1— z U) cr TENANT IMPROVEMENT t1C 0 1) 03 J 0 V! 0 sheet T12 NOTE: _ _ ALL DIMENSIONS TO ,,,t17,, e: K:„„'Ka4 "M EC HAl::, si- K,K.\l e fS 4col-esoe \ � , , X�nQas0O� K\K@ K Lnaosua¢o 4oet5t\Q air '4-0- . 3 -.' ,r41tKte y Ot toP,-cK26 ,ardaCery W. r i •' S cr. Stw? t^1'''SC - to xo eyKSt - vL-: jK N•yiKJ -OFFICE AREA REMOTE AREA .13/3000 SYSTEM DEMAND: 1104.9 GPM 0 64.8 PSI AT BASE OF RISER I� 11 in f PRE -ACTION SYSTEM REMOTE AREA .13/ENTIRE AREA SYSTEM DEMAND: 132.5 GPM 0 121.2 PSI AT BASE OF RISER t } 2ND FLOOR PLAN JO 1 NEW PIPING SEE PLAN i,i NEW 1/2" ADN. NEW SPRINKLER SCALE: 1/I3" 31' -0 - ARM- OVER DETAIL SEE PLAN 12'_4" AFF - X SEE PLAN act r` _x 11/2 1-0 EQUIPMENT LIST 1. 11/2° DOUBLE INTERLOCK PREACTION SYSTEM ASSEMBLY BUTTERBALL VALVE W/BUILT IN TAMPER SWITCH, (WIRED BY OTHERS) 2. 11/2' PIPE STAND_ 3. RELIABLE MODEL A-2, AIR MAINTENANCE DEVICE. 4. 1`- AUX GLOBE VALVE, PIPE VALVE DRAIN TO FLOOR DRAIN. 5. GAST 1LAA-11T-M100X AIR COMPRESSOR 116 HP. W/90 GALLON TANK PRE -ACTION RISER DETAIL X(SEE PLAN) 12'-4w AFF - INSTALL NEW MECH TEE VARIES AFF- t EXISTING 4" MAIN 1" BALL VALVE TIE-IN DETAIL AREA OF WORK SCALE. NTS SCALE 314' =1 `-d' 4 1 F SCOPE OF WORK -1. ADD HEADS FOR NEW WALLS AND CEILINGS 2. ADD PRE -ACTION SYSTEM IN ROOMS 253 & 239 GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES' 2. ALL NEW LINES RUN AT 12'-4" AFF. 3. ALL DROPS TO HAVE ADN'S. 4. ® =4x11/2 MECHANICAL TEE U.N.O. ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 1 i 1 Z 9 (01 By: 1 C-=` 6 81 82 T HYDRAULIC CALC NOTES - 1. ALL NODES 200 AND ABOVE FOR NEW PIPING IN OFFICE - - - 2. ALL NODES 200 AND BELOW FOR EXISTING . PIPING IN WAREHOUSE • EXISTING SYSTEM NODES - SCALE: NTS Please call: 575-4407 and give this job and exact address for shut, down or_ restoration approval. Q4`tfil6c;y\ \ivk is .R.e0.);kk vas W\V-s et-ckt6;4, - HANGER LEGEND A "Um HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K • SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T FITTING LEGEND F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE 7514 THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE STRUCTURE TO CENTER SPRINKLER LEGEND SPKR THRDS AND TYPE UPRIGHT La TEE SIZE T 3T SPRAY STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN APPROVAL REQUIRED WA. STATE RATING BURAEU • /404,0 SPRINKLER HEADS USED 0 REALE G4 CONCEAED 1/2 1h BRONZE *WE 155 ' 195 , TOTAL 195 DUALITY CONTROL r - MARK FROMONG DATE 11-9-01 APPROVED FOR FABRICATION BY DATE - GENERAL NOTES 1. AU. MATERIAL AND EQUPIENT TO BE NEW AND Ul LISTED OR FM APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE ENO TO ENO. 3. EARTHQUAKE BRACING SMALL BC PROVIDED 01 ACCORDANCE WITH IVA PAMPHLET NO t3, APPUCAIRE MON 4. PWE MANGERS AND METHOD OF HANGING TO BE Mt ACCOWJANCE WITH KRA PAMPHLET NO. t3, APPLCABLE MOM 5. PPM SHALL BE IN ACCORDANCE wrI11 NFPA PAMPHLET NO 13, APplrCABLE EDID011 & JOINING OF PIPE AND Timms, 'MIKADO It WELDED. SIN/J. OE PN ACCORDANCE 7 OWNER TO pRtmE ADEGUATE HEAT tt4 AREAS PROTECTED BY A, WET F1PE SPRINKLER SYSTEM ED PREENT WATER IN PIPES FROM FREEZING. BY OTHERS 9. PANTING OF PIPE k EQUIPENT (W REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PPE a EQUIPMENT (W REQUIRED) TO BE PROVIDER BY OTHERS DESIGN CRITERIA 1. HYDRAULICALLY CALCULATED TO A .13/3000 IN OFFICE AREA. 2. PRE -ACTION SYSTEM TO BE CALCULATED .13/ENTIRE AREA • PIPE NOTES - 1. ALL PIPE TO BE XA IN OFFICE AREA 2. PREACTION SYSTEM= MAIN TO BE SCH 10 UNES TO BE SCH 40 REVISIONS NO DATE BY DESCRIPTION CONTRACT Wm SEGALE 18000 ANDOVER PARK WEST SUITE 200 TUKWILA, WA 98188 Pq0JECT NAME- . Nut/ 2 SEGALE BUSINn13-7/d7-)615 2ND FLOOR BUILDING 981 SEGALEIgX NOV 2 1 0 2r 2091 QUA . ------., -#. 700," ..-ATRIFP099CF „ . - .. PATR 1 0 T Fi R E. C 0 M AT R 1 s. FIRE PROTECTION _ 2707_ 70TH AVENUE EAST _ TEL (253) 926-2290 1 OF