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Home My WebLink AboutPP - 18100 ANDOVER PARK WEST - SEGALE BUILDING - PERMITS AND PLANS18100 ANDOVER PARK WEST ASSOCIATED PERMITS D10-194 D10-044 EL10-0858 M10-101 M10-022 10-F-247 15-S-060 12-S-027 10-S-239 10-S-135 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3523049018 (assessor's website was down, need to Site Address: 18100 Andover Park West Suite Number: Floor: 2 confirm) Tenant Name: Continental Mills New Tenant? ❑ - Yes - No Property Owner's Name: Continental Mills Mailing Address: 18100 Andover Park West, Tukwila WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Permit contact- Janet Stebbins Permit/Janet: 206-291-1468 Name: Project work- Chuck Wittig Day Telephone: Work/Chuck: 206-291-1412 Company Name: SimplexGrinnell Mailing Address: 9520 10th Ave S, Suite 100 Seattle WA 98108 City State Zip E-mail Address: iastebbins@simplexcfrinnell.com Fax Number: 206-291-1500 Total number of new/relocated devices or sprinkler heads: 2 Valuation of Project (contractor's bid price): $ 1597 Scope of Work (please provide detailed information): Relocate (1) and add (1) sprinklers for TI work PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: op,41-e Ale/ Janet Stebbins/SimplexGrinnell Plan Permit App.doc Date: 4/16/14 Day Telephone: 206-291-1468 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3523049121 Site Address: 18100 Andover Park West Suite Number: N/A Floor: Al 1 Tenant Name: Continental Mills, Inc. New Tenant? ® - Yes ❑ - No Property Owner's Name: Segale Properties Mailing Address: PO Box 88028 Tukwila WA, 98138 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Steven Huff Company Name: Fire Systems West, inc. Mailing Address: 206 Frontage Rd N, Ste C E-mail Address: StevenH@FireSystemsWest.com Day Telephone: 253-833-1248 Pacific WA, 98047 City State Zip Fax Number: 253-735-0113 Valuation of Project (contractor's bid price): $ 99,616 Scope of Work (please provide detailed information): Modify existing shell system to accomodate new walls and ceilings (drop 389 heads to ceili7g). Provide new Pre -Action system to _protect__data server root._ 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. HEREBY CERTIFY "I'I-IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AU I1ORl7ED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: I Date: \ 0/197/0 Print Name: evm Day Telephone: 25,; — t133 -129z Plan Permit App dot: 5/14/10 TFD FP Foran 5 r FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Segale Office Building 18100 Andover Park West Permit No.: 10-S-135 Date: July 13, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Plan Reviow Bryan Project: Manager Fire Systems West,Inc. 206 Frontage Rd, North, Suite C Pacific, WA 98047 bryanj@firesystemswest.com Factory Mutual Insurance Company Key Center, 601 -108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: (1) 425 455 5333 F: (1) 425 454 7847 www.finglobal.com Index/Record: 78849.86-27 Date of Review: April 26, 2011 Account: 01-16668 Project Name: CMI Innovation Center (FSW#2-10-5712) Subject: Review of Automatic Sprinkler Drops (Bldg. 862) CMI Innovation Center Continental Mills, Inc. 8100 Andover Park West Tukwila, Washington Plans Submitted By: Bryan S. Jaramillo, Fire Systems West, Inc. Dear Bryan: This confirms the receipt and review of plans for the subject location. The submittal consists of the following items: • Fire Sprinkler Plans, dated 4/15/11 • Hydraulic Calculations, dated 4/15/11 • Equipment Submittal, not dated Summary: Building 862 is being remodeled on first floor and half of the second floor. As part of the remodel, the existing drop ceiling will be demolished and a new drop ceiling is being installed. To provide sprinkler protection below the new ceiling, armovers will be tapped off the bottom side of the existing tee and hard piped using armovers of varying length to the point of use. Once near the point of use, FM Approved FlexHead connections will be used to join the hard pipe armover to the new pendent sprinkler. • Sprinkler: Tyco, TY -FRB, TY3231, K5.6, 155°F, QR, Pendent • lst Floor Design: 0.15/1591 requiring 408 gpm at 31.7 psi (not including 250 gpm hose stream demand) Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) Review of Automatic Sprinkler Drops (Bldg. 862) 78849.86-27 April 26, 2011 Page 2 of 3 • 2"d Floor Design: 0.15/1501 requiring 519 gpm at 41.8 psi (not including 250 gpm hose stream demand) • Water Supply: 140psi/1500gpm/133.6psi (Static/Flow/Residual), provided by Highline Water Dept. Note: Highline Water Dept. requires the design pressure be reduced to 80 psi. The above is our understanding based on this (and prior) submittals. Please advise us if any of the above is inaccurate. Based on FM Global Property Loss Prevention Data Sheets, and with the recommendations below, we find the proposal acceptable. Recommendations: 1. Use FM Approved equipment when available. Plans indicate that the horizontal sidewall sprinkler will be a Tyco model TY -FRB, however Tyco does not make a TY -FRB sidewall sprinkler. 2. Provide the existing sprinkler piping with seismic bracing and flexible connections in accordance with FM Global Property Loss Prevention Data Sheet 2-8, Earthquake Protection for Water -Based Fire Protection Systems. No seismic bracing is indicated on the submitted plans. (Existing Recommendation 01-04- 008) Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using this system and taking the precautions it requires prevents hot work fires. • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shut downs of automatic fire protection. It will provide a quick review of precautions needed during fire protection impairments and will provide a follow-up to assure full protection is restored as soon as possible. • Ensure that automatic sprinkler protection is in service prior to introducing combustibles inside of buildings. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) r Review of Automatic Sprinkler Drops (Bldg. 862) 78849.86-27 April 26, 2011 Page 3 of 3 General Remarks , Fly" Online training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history, and proper usage of the permits. As part of the bid, all contractors should be required to take the two courses. For more information and to sign up, please visit http://training.finglobal.com. You may now download the FM Global Property Loss Prevention Data Sheets, free of charge at http://www.finglobaldatasheets.com. Anyone with Internet access can register on the site and download our data sheets. We are retaining the submittal for our files. If there are any questions, please feel free to contact us via phone at 425.679.9820 or by email. Sincerely, Terry Keatts Seattle Office Terry.Keatts@fmglobal.com Distribution: em: Bryan, Fire Systems West, Inc., bryanj@firesystemswest.com Bob Cowee, Continental Mills, bob.cowee@continentalmills.com Peter Hughes, Continental Mills, peterhughes(a,continentalmills.com Will Arnold, FM Global Ed Evatt, FM Global cc: FC Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS • Project Name: Continental Mills 18100 Andover Park West Permit No.: 10-S-239 Date: November 2, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for 1he last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Plan Review Mr. Steven Huff Project Manager Fire Systems West Factory Mutual Insurance Company Key Center, 601 — 108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: (1) 425 455 5333 F: (1) 425 454 7847 www.fmglobal.com Index/Record: 78849.86-27 Date of Review: October 18, 2010 Account: 01-16668 Project Name: Corporate Headquarters TI Subject: Review of Sprinkler Drawings Corporate Office and Annex Continental Mills, Inc. 8100 Andover Park West Tukwila, Washington Plans Submitted By: Fire Systems West Dear Mr. Cowee: This confirms the receipt and review of plans for the subject location. The submittal consists of one set of sprinkler drawings for level 1 and 2 dated October 12th 2010 Summary: The projects consist of providing a pre -action system in the server room on level one and moving several heads on level one and two. The proposal is acceptable with the following recommendations: Recommendations: 1. The preaction system used should be a single interlock system and the sprinkler piping should be galvanized. Single -interlock systems are considered to provide more reliable fire protection. 2. All components of electrical preaction systems should be FM Approved. The control panel and solenoid should be specifically approved for the preaction systems and be compatible with the preaction valve, etc. No information was submitted regarding the control panel, solenoid or signaling equipment. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of Toss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a Sea (Rev. 4-13-2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 2 of 4 3. There should be no abort switches or time delays on the reaction system controls. 4. Loss of supervisory air pressure in the sprinkler piping should be monitored. All alarm and trouble signals should by monitored by the facilities alarm system. 5. Provide seismic bracing of the sprinkler system in accordance with FM Global Property Loss Prevention Data Sheet 2-8, Earthquake Protection for Water - Based Fire -Protection Systems. 6. Final acceptance is dependent on satisfactory field test results. These tests include flushing, hydrostatic testing, and an operation test of the preaction system. 7. Operational testing of the preaction system should be by activation of the fire detection system used. One detecting device should be used for a full -flow trip test. All water supplies should be fully operational for the test. This will allow full -expected flow to be impressed upon the system in order to assure the integrity of piping, fittings, hangers, etc. 8. During the full -flow trip test, the operation of associated equipment should also be tested. This would include supervisory equipment, water flow alarms, interlocking controls for starting fire pumps, stopping of conveyors, shutting down of air handling systems, etc. 9. FM Approved equipment should be used and details of the installation should conform to FM Global -recommended good practices. Final acceptance will be by field examination and after receipt of satisfactory Contractor's Material and Test Certificates. Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using the Hot Work Permit System, and taking the precautions it requires, prevents hot -work fires. • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shutdowns of automatic fire protection. It will provide a quick review of precautions needed during fire -protection impairments, and will also provide a follow-up to ensure full protection is restored as soon as possible. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 3 of 4 General Remarks al 175 YEARS Online, training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history and proper usage of the FM Global Hot Work and Red Tag Permit Systems. As part of the bid, all contractors should be required to take the course. For additional information, and to sign up, please visit http://fmglobaltraining.skillport.com. You may now download our Property Loss Prevention Data Sheets, free of charge at https://www.fmglobaldatasheets.com. Anyone with Internet access can register on the Web site and download our data sheets. We are retaining the submittal for our files. If there are any questions please feel free to contact us via phone at (1) 425 709 5002 or by email. Sincerely, Pavan Sohal Senior Consultant Engineer FM Global Seattle Office pavan. sohal(a fmglobal.com Distribution: em: Peter Hughes, Continental Mills(peterhughes@continentalmills.com) Bob Cowee, Continental Mills(bob.cowee@continentalmills.com) Derek Spradlin, FM Global (derek.spradlin(cr fmglobal.com) Plan Review E -files cc: FC with submittal LE Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 4 of 4 Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of Toss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) INSPECTION NUMBER INSPECTION RECORD Retain a copy with it /0 M'D D a-aZ - 0,0 /0-S- 13; PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/� 9'41 -Cd e: c -e Type of Inspection:/ -C:r-c. g w -a //'i 4 / /Sf' Address: Suite #: /y1 UO A -Pk) C ntPerson:-Zu-(. Monitor: 5;,,, 01 Pre -Fire: A) Special Instructions: Meci.- v� Phone No.: ?Ci 4 - s-7 s -,.®o Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: y//, / , Fire Alarm: Y Hood & Duct: N Monitor: 5;,,, 01 Pre -Fire: A) Permits: N Meci.- v� 3 S P -- 0 e. c:r-C c. iOA L — 0 jG e, 8/c ` b rete so cr4- - s P ali 44-1/5 (,t,v-d -cr T T jori%1, (- Pu I 1 p,) by ay ctwks ,..c i cA) Needs Shift Inspection: N Sprinklers: Date: y//, / , Fire Alarm: Y Hood & Duct: N Monitor: 5;,,, 01 Pre -Fire: A) Permits: N Occupancy Type: 3 Inspector: A ci,, 5--a Date: y//, / , 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ce ,-/Ie_i, J -.j ,,.iif Type of Inspection: /i4/ Zm 0 /Ite,4G'1'1vr, Address: t S; 06 rtew Suite #: Contact Person: 55•4 4 ,4- L4 cy Special Instructions: Phone No.: ds — 671 --S9y,C Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5morGe. e .,� 1014.45 v A 3�'5J.Jl Ye -5 Feld•'-vn vxeJ.../e-fie_ `lts 44J.tss i -b.`!,` , "i3 5;'1 o ' (‘) s,4 --.-.s AAA/4h Sit q.4 -/Q wol/1 J�+L- 0101»u•a.! Ot.44.400Pc-.44 <<s 714-07, .ti J 1.L►h _,04, J1- 10 /Weed 577 c -4e.- 1a4v t r,•14-411 0)00/1 .0 Lva rArn✓5 •S .1447,4 AlvweAt 6j4 - V hltloL .5• 74 a +11 6,0) /" r1eL. 60 i -e 1 al ort. 47 -Cr: , ac,14.7 &......5.0) C9 Qb A 0 1- A#CP✓Ci r`a- R4N.I Pw"... -AL 19,-t s' 10t.'4 c4.."4-11 c4'f'1 a 5C-- /f 1.74 14c- r • ii AUdr-•',9i, ) Veal Z5 . .�-5f.40<<eeve_ (/€ '} Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i4j c3 Date: '3) ? o I it Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 010-1R 10 -- F - 2!/ 1410-- 101 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Co n-ks cis, J -A, 1 on els 5 Type of Inspection: Pito.- 4hohcir3 -12-0 .7 -- Address: /8/0o p.P.w. Suite #: Contact Person: 61444_.E •' / s C i 4 : '.t Special Instructions: Phone No.: Zoe- Q. -- /el0b 1 --Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: .. �. PI a rt s ort s. . 514_ *3 _ 1461C (4.4"....,v,..,..)-1, e,.li Z. tkear re,kotolcr `ff 5 puc-f 2 s _ _ 0� S ysec.4, G,1. &� , tic S 2 Occupancy Type: V Sr►vrt r,'.8-15.0.644.6,1_ `CGS re V Vo//s 40- A.-)-/ 2 t1. 8 5:C. g) Ob's ox Y9 V 5 77-44,-S7/4.e. a K 3— g) �✓s oc 1.'nG UoI PK 0 zseo r. LA.0'7 G•...d ? AdekesSA-by lli aZ<--- . CAGGs- +d kAInL lit SQL) 41, iF 1 0 c fs,'o r tYrreiit, o 0 FQcP s,✓► oat -- _ ,Ni___ 0 14 014 V Irl-G/i oo— Yl5 — 0 Ahfit. S,nd,t4- boa Ci. es/( ePOwG - Parke") C..aZear,., %G 13. QG r1) -c -es L.oceel.'art,- f. ii I.c U ciak., SK, :1- ®N .eti, ��dp�'5 fit k' wsdrG /- 0" en/Alf id Y05 (19)- *WIZ S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fp/S3 Date: 3/3&//1 Hrs•: if #4s, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p it to - /9' /D— S-2 3g PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C�4 e 4,f/ Type of Inspection: or,A)k-l CG%M/✓ Monitor: Address: WOO Suite #: 41)%-%-) Contact Person: T, _ 5 w Special Instructions: CwreOii-A.- /'R Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: G,Jcr oL ov ceexe- / 5/ izv,OC 7`/a.},i CwreOii-A.- /'R frli r'r k 5/ t,nh.4/y 4-64-0 ..ie.2.04 ,NA Pce... c4AA ,v 0 , `° Ifrvi Zoo S i i Veelea ,neo/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector�/ ____,J l t; Date: Aho /11 Hrs.: A d $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l0-S-Z?�' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (�t�eK vv;,11 Type of Inspection: Cove,/ / Roo r Address: IS 1 OD Suite#: pr PvJ Contact Person: 77`44 f S,W Special Instructions: Occupancy Type: Phone No.: O O pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 4 (New oI- .Cos \,5t- f koar ow & Scope a? (tii61r4, 1 PO✓IM! Occupancy Type: - (� (00`r i4. 4O5 D 4 v' 2 cpr P lno. wev. 44111( 4 vv,,,,.+- — 1>ci e -r 6 AA, k-i.e,, PiAo.Q 0ee_a e ....g" al (`n.st Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: V2___.,,, -, \ Date: X12 << Hrs.: 2 , $80.00 REINSPETION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 b INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit , o-11'-( PO -5-2- PERMIT 5-2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (6,--1,-).........J-LQ— w.; 11 5 Type of Inspection: (6 Zr t w ceeL4-i (,,,. Address: t g) DO Suite #: A - P w Contact Person: F S w w. Special Instructions: Phone No.: Approved per applicable codes. 7INCorrections required prior to approval. COMMENTS: it it Cove.,_- wb 04— Sc c(-44 raeevlce9. cwreGk S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Occupancy Type: Inspecto 2,' __ Date: z h I Ii Hrs.: 7, D $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with t /o-5 - 03C o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: CowhidPN .. /vl i l k Type of Inspection: S P Fire Alarm: Z9 VY S Address: / 9 1 0 0A Suite #: p W Contact Person: r •rpy V y4/IAA_f (")ed / �- , 4,. Special Instructions: Li / PSX. Phone No.: 5-22_ $ /Z,cd INApproved per applicable codes. Corrections required prior to approval. COMMENTS: z./z$ q Sprinklers: Fire Alarm: Z9 VY S Monitor: F."), st, PC--eS5uk�-e- 1-e'St /030 It i i2 -A ,Nil Fw" SZ.. sil v� Li / PSX. rrv,5h `{ 1 ii Needs Shift Inspection: I Date: Sprinklers: Fire Alarm: Z Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: Inspector:�%�— I Date: �t Hrs.: Z I",s $80.00 REINSP:TION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with 10 —17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (e,1-44.4,t,rJ 10;//5 Type of Inspection: t2 ' flaw (ovw.5peC-f;ct / "---7z..4-0( ti Address: 1 c61 00 Suite #: AP w Contact Person: G,rc._ �gk 5 Ak Special Instructions: /Q / re 5 kr&.vA- 5h'R%�Q avowed k4. 54 / 67e4,A-f' w1".4.4.. 4.4.-,IIAc, A0"1"/' FL 4 Phone No.: ZS -3 -<5317— at/15 Approved per applicable codes. X Corrections required prior to approval. COMMENTS: co,,,_ G-9_0.40 / nn (040w .v^cjpee-4 •A drop 444- ov, t /ZyII osrof co ./e /5'"-- Corrw1i45 r'ett>reat kfy _- nJ2a la -51- hausr" „,,/ AI rz" e...cJ /2// r A o,.a fc1001 711- ie ✓ems /- I P ProYvt 0.p w chin ,.vlo.,e ,.K.- - . 2 • 1- S-• 2 .2 - v4' 4et- itiv, lcae A - y -5 , 4o Profen ga/Pa✓ .'S ,-1,.: p/ace /,A 1 - L 3 e4 - ?/6.6v d( i//ec_(edQ IC 5 �,r ve,� o a..v� LA''e'�•d i /Q / re 5 kr&.vA- 5h'R%�Q avowed k4. 54 / 67e4,A-f' w1".4.4.. 4.4.-,IIAc, A0"1"/' FL 4 Jgilt Gow.f/y LAI Air:--P/f- i3 9. 3 .x/!!3 7ltrox��i 0404, Sae t/.�c.c/ Ja,,, 9•: — ZC,p(ctt,t p�� kc( t @ 5t2 -l`1/‘ 4 .YS 9,3 _ Nee4 Z Y kr 4-, r k5/- a- &&e AcTihn 4 y5 ilew, -- a‘ ki va i4, e leJa - 5te.F4 Ply w/ i✓i 67 ! 3 - K w e,T CO c U,.c.,.,�,,1 9 ctn.e c f,�„l, — //►,i,v 19u< r'4.5 ...x c�e._0e,e0t „ue € Pao�,le ! s /(a K1(Q Irv. .ex� .14, eav, /5 x 95- Fig avrJ eo v . y 7644,(14644_6Y.-/'”/3" i p-Si2LQ 5e, -w2..( 2/0", 5 - ,k5 Pe_w- Z JZy i 0, ec4 ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _, . roAr,i - Date: Z zcf I \k Hrs.: z,5-- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit :}s, hlo - oc{tf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S Q1 tlit-C 0 a (-12 cl) Type of Inspection: t/LO 1 C OU 42i— Address: Suite #: /8 lU0 P Pre -Fire: Contact Person: Special Instructions: (3) Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: (46A (3) s - ;2-3a /Coo 4-44 'IL a-3 )-- I S 6-0 krs A ckpoi e o Q U,G� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: kj{„ c->— Date: c975/// Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )°^ �13s D1 1- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project• -C, 6(--C\ c-2 EL.45 Type of Inspection: S&-, &c‘ a Address: Suite #: ) g i DO f=\cQ W Contact Person: ev xr Permits: Special Instructions: Phone No.: Zd(o - 39 \—t 4c (\ 54 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a>;a , Q I o 1.5 S— z40 '''r:.., z-21 Z---10 x) L Z 1 Needs Shift Inspection: Sprinklers: Yes Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: '� `4.x,51 Date: \ Z\ \-\\ 1 o Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Z 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/0- o9/zi /Q -S -/3C PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S54:61c OFF, . afat . Type of Inspection: C o v.e.G / W rico STA rtA Address: / br/cc' 4-Pw Suite #: Contact Person: /Ce -v•7 Special Instructions: Phone No.: ZoG - 3 94 — 1?qty Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Otnrii a.p 1,)-)-c._ s .45-4, ) /-7 og a) G✓e-id S mlo s in p luGz Needs Shift Inspection: ,,yj 6'3 Sprinklers:/ Hrs.: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,yj 6'3 Date: 1013 bp Hrs.: / r,J�, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with _ 't 0)U- 0L1I 10-S-l3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5ria1� aPP'c '3r.11.4,•.», Type of Inspection: • seri ri f.4 l Cv(JCn, Address: /2/010 ' ' ' Suite #: Contact Person: K0.,..-,11, Special Instructions: Phone No.: 2_04. - 39 - 77w -I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 h74s1 vi= l Mc- /1cortA.,443 2'0 •*•4') ry a i► 3 c 4- �l�� .5 rrit/0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,z 13 3 Date: /A./ 2./1° Hlrs.: / %»- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 Project: 5e9 cvic. Orffc . 6,„%4., - Type of Inspection: HK dr -o Address: 18/ov Suite #: Apw Contact Person: A 0v, -r2 . Special Instructions: Occupancy Type: Phone No.: z_0'- 39'G. -/74f Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ai Jr() 51;4z' Tiiyi e /000 "sr 24,5 - Ern i,hn c J2.60 Ps ?1s— /i o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,x/7$3 Date: /0/Alia Hrs.: Z rei $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date L/ - 1 �-1 _ Z0 1 O Cb Permit # EL I 0 0$51 Property Address 1 8 2,00 f i ri do V. f - Pati• K loV t 64- Suite # City TUKWILA Zip Code Name of Facility Cor) � n C� +& Ali .1 / 5 r/! C - g u, Occupied as 0 c -P; J3 IC�q Owner or Representative 5 t9 c1/4. e Phone # 2 p 6 5 7' j Z000 Installing Company -To A r1 s o -v, 67/ ec.4 p, c /&?Mp/r l r, e_ /1 Installing Contractor's Address 6Z0 0 • Installer's Name (PRINT) Ae jJ r1 Phone # Z o(., Z9/ 4,1115 / M,s O eel-) dio License and/or Certificate S 1 lV PLL " ?V S& General Contractor S & Electrical Contractor TO 115(.., 51 Qe74r i c_ FACP Equipment Manufacturer vr� pity Model #/Q7 V This system has been installed, pre -tested anal opus in accordance with the standards listed below and was inspected by 3„ y i ,es upyido On (date) L'_ 12� I/ and includes the devices listed on back. Circle all that apply: UNFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 f,✓ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions V.' ----Manufacturer's Instructions Other (specify) j'Tukwila City Ordinance Numbers 2050, 2051 UL Central tation Monity - ✓ System is monitored by SIGNS i 4..1d C System ' ware: I - : lled version / 7 • (Di 6Checksum Initial program / 44, o/, 05- Installation SInstallation 1 ) 37 Date 1 —r4/— / Date Date 3-9 —(1 Revisions and Reasons �415‘14VP ntiok cot u4ar C4„&66, Programmed by EQUIPMENT INSTALLED AND ThSTED: Control Panel ( of r Manual Station t__ of Smoke Detectors of Heat Detectors _ f of J_ Duct Detectors 19_ of 4 AN Devices LL of Audio Devices of Visual Devices �c of 27 Auto Door Release of Trouble Indictors ( of Batteries Make/Mode6". vvt ftQ,56- Li 1 0 0 V/ Make/Mode61 vit -LX, Lfo 77 ? l Make/Mode t 4,04,3‘ Lf0epic— 971 Make/Modeer4 e Make/Modee, tot t% o 9 e Make/Mode Make/Model i_ Make/Modo ,, t,,,, `10,4 - y 103 Make/Model Make/Model s rU T Readings Battery 76. V FuII Load 2tf, V Charge Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator Z7.0 v of Make/Model _ of_ Make/Model l of Make/Model < 444" �( S� a th 91 D /D 0 - 665 Z a Gri'int 11 1, of J Make/Model S , f7p� tf 4os Cj / O , ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Z of Z.- Make/Model P okir Valve Tamper Sw. 4, of Make/Model 6 ( p h / PI V 1 of 1 Make/Model Elec. Alarm Bell of A_ Make/Model Cy0 ,m,t- lug ---610 —7 Ci Automatic time Delay of Water Flow Alarm Lf seconds. None Installed Do you m9et audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V NO Test of alarm System on emergency power, satisfactory? Yes ✓ No _ Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park Bast, Tukwila, WA 98188 - Phone206- =Fax 206475'-4439 • E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAI4 AND.TBST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department •c • • ting. Failure of test will result in termination of the testirtgand additional fees will b aesisied. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. • Property Address f 8IOel 14e/r'r %a%,4 4j0K 4/0KSuite # Ail City ' T[J W1LA • Zip Code 'M/r, Name of Facility OW en 1u / Occupied as .1 trwe/" 't Owner or Representative t U) £AM9 �-u-- Phone # (zoc2 5 7 5- WO Installing Company E' -c ri,e 1:e7iegt Installing.Contractor's Address /0 O /fix Y?/?"...Y City Pee ar 444? . Phone# LLS 7 - zo• - 27 7' Installer s Name (PRINT) \fru*2T ol7Gr License and/or Certificate ZA y sic 71. ' TP General Contractor Electrical Contractor FACP Equipment Manufacturer /7ke Model # SWf Pra This system has been installed, pre- and operates in accordance with the standards listed below and - was inspected by 4P- ?i2 i , cY On (date) /'7 v /5 %/ . and includes the devices listed on back. CircIe all that apply: ✓ NFPA 72, Chapter 12 4 5 6 7 and/or' IFC•SBC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions 'Manufacturer's Instructions • Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central ' Monitor, SIGNED System Firmware: �j/� Installed version Checksum _ Date Initial program Installation - Date Revisions and Reasons Date /174,- 3© /1 System is monitored by 4✓/ r 9e� Date v EQUIPMENT INSTALLED AND TESTED: Control PanelL of L Make/ModelFkP ice . . . Manual Station /. of j Make/Modal eke • /tl ICY! • Smoke Detectors j of j Make/Model F /Ff St -,Z - ,Z 4 V Heat Detectors � ofA Make/Model Duct Detectors L,of Make/Medal AN Devices 2_ of, Malae/Model 4ir* c/a te /4-11?-02.244 Audio Devices (� of ( Mike/Model Visual Devices _ of Make/Model Auto Door Release A. of Make/Model • Trouble Indictors Z ofX Make/Model Batteries Readings Battery Full Load Charge • Generator of , fd" Make/Model HVAC Controls of0 Make/Model. . Fire Alarm Dialerof _1 Make/Model Monitored by L3/ Annunciatorof7e Make/Model ' ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of_ Make/Model Valve Tamper Sw. _ of _ MakeModel PN _ of_ Make/Model Elec. Alum Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you sleet audible/visble requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V No Test of alarm System on icy power, satisfactory? Yes ✓ No _ Test Witnessed by Title Date . Comments: eddms\Fire Alam Cortificate.doc Ravised:1W28104 TFD FP Form 11 10 February 26, 2010 City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief Postmaster U.S. Postal Service Riverton Branch 15250 32 Ave South Seattle, Washington 98188 Dear Sir: The following address was assigned for the new commercial building at the following location: Tax Parcel #352304-9121, address is 18100 Andover Park West. If you have any questions, please call me at 206-575-4407. Yours truly, Capt. Don Tomaso Fire Marshal DT: ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1 99 Hydraulic Summary Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Job Job Number 2-10-5712 Design Engineer STEVEN HUFF Job Name CONTINENTAL MILLS TI State CeNgcatlonlUcense Number FIRESWI 14081 Address 1 18100 ANDOVER PARK WEST AHJ CITY OF TUKWILLA Address 2 Job Sae CONTINENTAL MILLS TI Cey TUKWILLA State WA 110 Code 98188 Dramng Name 2-10-5712_Revision00_(Second Floor_South Annex).ca System Remote Area(s) Most Demanding SprinOer Data 11.2 K -Factor 30.00 at 7.17 Occupancy Ordinary Group I - 2nd Floor Office Job Suffix Hose Allowance At Source 250.00 Densly 0.15gpm/ft2 Area of Application 900.00ft2 (Actual 937.21ft2) Adddional Hose Supplies Node Flow(apm) Number Of Spnnklers Calculated 5 Coverage Per Spdnlder 256.00ft2 Total Hose Streams 250.00 System Flow Demand 176.10 Total Water Required (Including Hose Albwence) 426.10 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocdy Above Ground 17.65 between nodes 203 and 202 Maximum Velocdy Under Ground 1.82 between nodes 208 and 207 Volume capacity of Wet Pipes 627.29ga1 Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 208 250.00 80.00 73.60 1 1500.00 79.38 1 426.10 55.73 23.65 Contractor Contractor Number 2-10-5712 Contact Name STEVEN HUFF Contact Title DESIGNER Name of Contactor FIRE SYSTEMS WEST, INC. Phone (253) 833-1248 Extension Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 Email Cly PACIFIC State WA 21p Code 98047 Web -See www.firesystemswest.com 61,©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:09AM Page 1 111 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 2001 30.80 30.00 11.2 7.56 c> Sprinkler 2000 30.00 30.00 11.2 7.17 Sprinkler 2002 33.04 30.00 11.2 8.70 Sprinkler 2004 47.06 39.00 11.2 17.65 Sprinkler 2003 35.21 30.00 11.2 9.88 c Most Demanding Sprinkler Data �{ © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/28/2010 7:48:31 AM Page 2 111 Node Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 27-11 T(5-9) 10.43 200 27-7% T(5-9) 10.76 201 27-0 T(5-9) 12.56 210 26-9% PO(5-9) 24.82 202 26-6% T(5-9) 15.47 206 2-6 PO(26-4) 47.86 207 0-6 48.77 205 15-0 41.39 203 26-6 P0(11-3%) 26.92 204 26-6 P0(11-3%) 27.12 2001 25-0 Spr(-7.56) 7.56 30.80 2000 25-0 Spr(-7.17) 7.17 30.00 2002 25-0 Spr(-8.70) 8.70 33.04 2004 25-0 Spr(-17.65) 17.65 47.06 2003 25-0 Spr(-9.88) 9.88 35.21 L©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:36AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Q Route 1 DR 1.0800 Q=30.00 10.51 C=120 0.239086 3-7 16-1% 19-9 Pf Pe Pv 4.72 -1.13 2000 200 25-0 27-7Y2 q=30.00 K=11.2 7.17 10.76 Spr(-7.17) 2E(2-3%), 2T(5-9) BL 1.7280 Q=60.80 8.32 C=120 0.089538 17-0 17-0 Pf Pe Pv 1.52 0.27 200 201 27-71/2 27-0 10.76 12.56 BL 1.7280 Q=93.84 12.84 C=120 0.199849 13-7 13-7 Pf Pe Pv 2.72 0.19 201 202 27-0 26-6% 12.56 15.47 BL 1.7280 Q=129.05 17.65 C=120 0.360324 20-5 11-3% 31-8% Pf Pe Pv 11.42 0.02 202 203 26-6% 26-6 15.47 26.92 PO(11-3%) CM 3.2600 Q=129.05 4.96 C=120 0.016374 12-3 12-3 Pf Pe Pv 0.20 203 204 26-6 26-6 26.92 27.12 CM 3.2600 Q=176.10 6.77 C=120 0.029104 256-1 63-2 319-3 Pf Pe Pv 9.29 4.99 204 205 26-6 15-0 27.12 41.39 4EE(4-0%), 4LtE(6-8%), T(20-2) CM 4.2600 Q=176.10 3.96 C=120 0.007909 37-6 94-9% 132-3% Pf Pe Pv 1.05 5.42 205 206 15-0 2-6 41.39 47.86 3LtE(7-11), BV(15-91/2), CV(28-11'/), PO(26-4) CM 6.3570 Q=176.10 1.78 C=120 0.001126 3-4 37-8% 41-0% Pf Pe Pv 0.05 0.87 206 207 2-6 0-6 47.86 48.77 PO(37-81/2) UG 6.2800 Q=176.10 1.82 C=140 0.000898 46-1 66-2% 112-3% Pf Pe Pv 5.44 1.52 207 208 0-6 -3-0 48.77 55.73 3E(22-1), BFP(-5.34), S OR Route 2 DR 1.0800 Q=30.80 10.79 C=120 0.250981 6-1 10-4Y 16-5% Pf Pe Pv 4.13 -1.26 2001 209 25-0 27-11 q=30.80 K=11.2 7.56 10.43 Spr(-7.56) 2E(2-3%), T(5-9) BL 1.7280 Q=30.80 4.21 C=120 0.025444 8-0 8-0 Pf Pe Pv 0.20 0.13 209 200 27-11 27-7% 10.43 10.76 Route 3 DR 1.0800 Q=33.04 11.57 C=120 0.285806 6-2 10-4% 16-6% Pf Pe Pv 4.72 -0.86 2002 201 25-0 27-0 q=33.04 K=11.2 8.70 12.56 Spr(-8.70) 2E(2-3%), T(5-9) = Route 4 DR 1.0800 Q=35.21 12.33 C=120 0.321517 3-4 16-1Y 19-5% Pf Pe Pv 6.26 -0.67 2003 202 25-0 26-6% q=35.21 K=11.2 9.88 15.47 Spr(-9.88) 2E(2-31/2), 2T(5-9) GO Route 5 DR 1.0800 Q=47.06 16.48 C=120 0.549838 4-0% 10-4% 14-5 Pf Pe Pv 7.93 -0.77 2004 210 25-0 26-9% q=47.06 K=11.2 17.65 24.82 Spr(-17.65) 2E(2 -3Y), PO(5-9) BL 1.7280 Q=47.06 6.44 C=120 0.055740 27-9 11-3% 39-0% Pf Pe Pv 2.18 0.12 210 204 26-9% 26-6 24.82 27.12 PO(11-3%) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) =Factor M.E.P.CAD, Inc. MAutoSPRINK®VR7 v7.1.7 10/28/20W 7:48:41AM Page 4 11d Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fr g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump in Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:41 AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Supply at Node 208 100 90 8 Static Pressure 80.00 0 a 70 60 .(n a 111 50 176.10 @ 55.73 IP 426.10 with hose streams N N N d 40 'System demand curve 30 20 10 0-kuiiiiiinnuimi 111111111 III1111II II1111111 milli 111111111 111111111 111111111 X150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydrau*c Great, Supply at Node 208 Static. Pressure 80.00 Residual' Preuure 1500.00 @ 73.60 Available Pressure © Time or Test 79.38 @ 426.10 System Demand 176.10 @ 55.73 System Demand (Including Hose Allowance) 426.10 @ 55.73 ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:46AM Page 6 kill Hydraulic Summary Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address 1 18100 ANDOVER PARK WEST Address 2 City State TUKWILLA WA Design Engineer STEVEN HUFF State Cemocaeomlmense Number FIRESWI 140B1 At, CITY OF TUKWILLA Job Site CONTINENTAL MILLS TI zip Code Dravnng Name 98188 2-10-5712_Revision00_(Second Floor_South Annex - 0 System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 29 63 at 7.00 Hose Allowance At Source 250.00 Additional Hose SupplasN Node Flow(gpm) Occupancy Job Suffix Ordinary Group I - 2nd Floor Office City of Tukwila Standards Density Area of Appbrabon 0 15gpm/ft' 900.00ft2 (Actual 937.21ft') umb er Of Sprinklers Calculated Coverage Per Sprinkler 5256.00ft2 - *ask Inc. �a �i. 1x11 :1_.�,a-05� BS00 �r.\� Ikt.,74Wi Taal Hose Streams 2$0.00 .w System Flow Demand I Total Water Required (Including Hose Allowance) 175.27 425.27 P.. resure Unbalance In loops eums Mvm 0.00 Maximum Velocity above Ground 17 59 between nodes 203 and 202 Marrmum Velocity Under Ground 1.82 between nodes 1 and 2 Volume capacity of Wet Pipes Volume cape, el Dry Pipes 624 24ga1 -• . ' ' Supplies Hose Flow Static Residual Node (gpm) (psi) (psi) @ Flow Available 6-, Total Demand Required Safety Margin (gpm) (psi) (gpm) (psi) (psi) 1 250.00 80.00 73 60 1500 00 79 38 425 27 55 24 24 14 Contractor Contactor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC. Address t 219 FRONTAGE ROAD NORTH, SUITE B Address 2 City State PACIFIC WA Contact Name Contact Tale STEVEN HUFF DESIGNER Phone Extension (253) 833-1248 F. (253) 735-0113 E-mail - - - - zip Cade Web•Sne 98047 www.firesystemswest.com 61i © M E P.CAD, Inc y� AutoSPRINK® VR7 v7 1 7 10/08/2010 415:09PM Page 1 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Device Actual Flow (Om) Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler ci Sprinkler Sprinkler Sprinkler Sprinkler 2001 2000 2002 2004 2003 r_;> Most Demanding Sprinkler Data 30.42 29.63 33.36 46.69 35 16 28 80 29.40 27 45 38.40 27.38 11.2 11.2 11 2 11.2 11 2 7.38 7.00 8 87 17 38 9.85 L © M.E.P CAD, Inc +,a AutoSPRINK® VR7 v7 1 7 10/08/2010 4:15:31PM Paget Node Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 200 201 210 202 3 2 205 203 204 2001 2000 2002 2004 2003 27-11 27-714 27-0 26-9%z 26-6'14 2-6 0-6 15-0 26-6 26-6 25-0 25-0 25-0 25-0 25-0 T(5-9) T(5-9) T(5-9) PO(5-9) T(5-9) PO(26-4) PO(11-31/2) P0(11-3%) Spr(-7.38) Spr(-7.00) Spr(-8.87) Spr(-17.38) Spr(-9.85) 10.16 10.48 12.25 24 43 15 14 47 35 48.27 40.90 26 50 26.70 7 38 7.00 8.87 17.38 9.85 30 42 29.63 33.36 46 69 35.16 f, © M.E.P CAD, Inc 1; AutoSPRINK® VR7 v7.1 7 10/08/2010 4 15 37PM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length a Route 1 DR 1.0800 0=29 63 10 38 0=120 0.233694 3-7 Pf 4 61 2000 25-0 q=29 63 K=11 2 7 00 Spr(-7.00) 16-1'/ Pe -1.13 200 27-7% 10.48 2E(2-3'4), 2T(5-9) 19-9 Pv BL 1 7280 0=60.05 8.22 C=120 0.087522 17-0 Pf 1.49 200 27-7Y 10.48 Pe 0.27 201 27-0 12 25 17-0 Pv BL 1.7280 0=93.42 12 78 0=120 0 198203 13-7 Pf 2 69 201 27-0 12 25 Pe 0.19 202 26-6% 15.14 13-7 Pv BL 1 7280 0=128.58 17 59 0=120 0.357906 20-5 Pf 11.35 202 26-614 15.14 11-314 Pe 0 02 203 26-6 26.50 P0(11-3'4) 31-8'/ Pv CM 3.2600 0=128.58 4 94 C=120 _ 0 016264 12-3 Pf 0 20 203 26-6 26.50 Pe 204 26-6 26.70 12-3 Pv CM 3.2600 0=175.27 6.74 0=120 0.028850 _ 256-1 Pf 9.21 204 26-6 26.70 63-2, Pe 4.99 205 15-0 40.90 4EE(4-0%), 4LtE(6-81/2), T(20-2) 1 319-3 Pv CM 4 2600 0=175 27 3 95 C=120 0 007840 37-6 Pf 1,04 205 15-0 40.90 94-914 Pe 5 42 3 2-6 47.35 3LtE(7-11), BV(15-91/2), 132-3%z Pv CV(28-111/2), P0(26-4) CM 6 3570 0=175 27 1 77 0=120 0 001116 3-4 Pf 0 05 3 2-6 47.35 37-81/2 Pe 0.87 2 0-6 48.27 P0(37-81/2) 41-014 Pv UG 6.2800 0=175.27 . 1.82 C=140 0.000890 46-1 Pf 5.46 2 0-6 48.27 66-214 Pe 1.52 1 -3-0 55.24 3E(22-1),.BFP(-5.36), S -112-3'4 Pv Route 2 DR 1.0800 0=30 42 10.65 C=120 0.245336 6-1 Pf 4.04 2001 25-0 q=30.42 K=11.2 7.38 ' Spr(-7.38) 10-4'4 Pe -1.26 209 27-11 10.16 2E(2-3%), T(5-9) 16-514 Pv BL 1 7280 0=30 42 4 16 0=120 0 024871 8-0 Pf 0.20 209 27-11 10.16 Pe 0.13 200 27-7% 10.48 8-0 Pv fiiis Route 3 DR 1 0800 0=33.36 11 68 C=120 0,291033 4-2 Pf 4 24 2002 25-0 q=33 36 K=11 2 8.87 Spr(-8.87) 10-4% Pe -0.86 201 27-0 12.25 2E(2-3%), T(5-9) 14-6% Pv ® Route 4 DR 1 0800 0=35.16 12 31 C=120 0,320671 2-5 Pf 5.95 2003 25-0 q=35 16 K=11 2 9.85 Spr(-9.85) 16-1'4 Pe -0 67 202 26-61 15.14 2E(2-31/2), 2T(5-9) 18-6% Pv +- Route 5 DR _ 1.0800 0=46.69 16.35 C=120 0.542002 4-01/2 Pf 7.82 2004 25-0 q=46 69 K=11 2 17.38 Spr(-17 38) 10-41/2 Pe -0.77 210 26-9% 24.43 2E(2-3'4), P0(5-9) 14-5 Pv BL 1 7280 0=46 69 6 39 0=120 0.054946 27-9 Pf 2.15 210 26-914 24.43 11-314 Pe 0.12 204 26-6 26.70 P0(11-314) 39-01/2 Pv r,ivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier r Actual Inside Diameter a 87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor M Itiplying Factor 0.713 1.16 1 33 1.51 C, © M.E.P CAD, Inc. AutoSPRINK®VR7 v7 1.7 10/08/2010 4:15 43PM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4P Elbow Ee2 22%° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/08/2010 4:15:43PM Page 5 • Hydraulic Graph Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Supply at Node 1 100 90 80 Static Pressure 80 00 1 70 60 N - n - 75.27 @ 55.24 s 425.27 with hose streams g 50 N - (r) _ 11) a - 40 = System demand curve 30 — - 20 10 .111111.1.11111111 .11111111 111111111 111111111 1 I 1 1 I 1 I I i 1 I I, 1 I 11 1 i 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow. gpm 11 'auk Graph Supply at Node 1 Sialic Pressure 80.00 Residual Pressure 1500.00 @ 73.60 Available Pressure @ Time of Test 79.38 @ 425.27 Sy:rem Demand 17527@55.24 system Demand (including Nose Allowance) 425 27 @ 55.24 L © M.E P CAD, Inc. AutoSPRINK® VR7 v7.1 7 10/08/2010 4-15.49PM Page 6 k11 Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address 1 18100 ANDOVER PARK WEST Address 2 City State Zip Code TUKWILLA WA 98188 Design Engineer STEVEN HUFF State Certification/License Number FIRESWI 140B1 AHJ CITY OF TUKWILLA Job See CONTINENTAL MILLS TI Orayang Name 2-10-5712_Revis(on00_(F(rst Floor_South Annex - OL System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 17.81 at 10 11 Hose Allowance At Source 250 00 Additional Hose Supplies Node Flow(gpm) Occupancy Job Sun„ Ordinary Group I - Server Room City of Tukwila Standards Densityrea of Applfcatron 0.15gpm/ft' A 1500.00ft' (Actual 1071.17ft') Number Of Sprinklers Calculated Coverage Per Sprinkler 10 118.75ft' Total Hose Streams 250 00 System Flow Demand Total Water Required (Including Hose Allowance, ax,mum rersure Unbalance In Leeq 0.0 94 449.94 O.00 19.12 between nodes 112 and 106 Maamiim �elpa,ty ondei �ieand 2 07 between nodes 1 and 11 Volume capacity ..et Pipes Volume capacity of Dry Pipes 636 OOgalOrr is P44,.. - /,�--e 1 1 30 Alif/ �i� Se . -_ O �• Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available 4.-,. Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80 00 80.00 1500.00 80.00 449 94 69 31 10.69 Contractor Contractor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC Address 1 219 FRONTAGE ROAD NORTH, SUITE B Address 2 City State Zip Code PACIFIC WA 98047 Contact Name Contact Title P.. Extension (253) 833-1248 FAX (253) 735-0113 E-mail Web -Seo www.firesystemswest.com L © M.E.P.CAD, Inc. $ AutoSPRINK®VR7 v7,1.7 10/11/2010 10 33:11AM Page 1 Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 1000 1001 1002 1003 1008 1004 1005 1006 1007 1009 Most Demanding Sprinkler Data • 17.81 18.56 19.29 20.82 22.16 18 30 19 06 19.82 21.38 22.74 17.81 17.81 17.81 17.81 17 81 17.81 17.81 17 81 17.81 17.81 5.6 5.6 56 56 5.6 5.6 56 56 56 56 10.11 10.98 11.87 13.83 15 65 10.68 11 58 12 52 14.58 16,50 [N,, ©MEP CAD, Inc :I AutoSPRINK® VR7 v7.1 7 10/11/2010 10:33 19AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 105 104 103 102 101 100 2 3-0 3-4'/ 4-3114 4-7%z 5-51/2 12-0 14-0 0-6 BV(6-0) T(8-0) PO(8-0) T(8 -8%z) T(8 -8%s) 3 2-6 PO(37-8%) 117 12-0 E(4-414) 116 12-10 T(5-9) 112 _ 11-6 PO(10-0) 1000 14-0 Spr(-10.11) 1001 _ 14-0 Spr(-10.98) 1002 14-0 Spr(-11.87) 1003 14-0 . Spr(-13.83) 1008 14-0 Spr(-15 65) 1004 12-10 Spr(-10 68) 1005 12-10 Spr(-11.58) 1006 12-10 Spr(-12.52) 1007 12-10 Spr(-14 58) 1009 12-10 Spr(-16 50) 36 20 33.88 33.21 32.94 30 60 20.62 16.71 67.67 66.80 19.51 17.60 54.22 10.11 10.98 11.87 13.83 15.65 10 68 11.58 12 52 14 58 16 50 17.81_ 18.56 19.29 20.82 22.16, 18.30 19.06 19.82 21.38 22.74 (AL„,© M.E.P CAD, Inc. A AutoSPRINK® VR7 v7 1 7 10/11/2010 10 33.24AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings ' Length Pressure Eq. Length Summary Total Length .i Route 1 BL 1.0800 0=17 81 6 24 0=120 0.091119 9-6 Pf 0.86 1000 14-0 q=17.81 K=5.6 1011 Spr(-10 11) Pe 1001 14-0 10.98 9-6 Pv BL 1.4080 0=36.37 7.49 0=120 0.093808 9-6 Pf 0 89 1001 14-0 q=18.56 K=5.6 10 98 Spr(-10 98) Pe 1002 14-0 11 87 9-6 Pv BL 1.4080 0=55.66 11 47 C=120 0.206160 9-6 Pf 1 96 1002 14-0 q=19 29 K=5 6 11.87 Spr(-11.87) Pe 1003 14-0 13 83 9-6 Pv BL 1 6390 0=76.48 11.63 0=120 0.177111 7-6% Pf 2.88 1003 14-0 q=20.82 K=5.6 13 83 Spr(-13.83) 8-8Y: Pe 100 14-0 16.71 T(8-8%) 16-3 Pv BL 1.6390 0=98.64 15 00 C=120 0.283556 2-0 Pf 3.04 100 14-0 16 71 8-8Yz Pe 0.87 101 12-0 20 62 T(8-81/2) 10-8% Pv BL 2.1040 0=199.94 18.45 0=120 0310507 17-6'A Pf 7.14 101 12-0 ' 20.62 5-51/2 Pe 2.84 102 5-5% 30.60 E(5-5%) 23-d Pv DY 2.4690 0=199 94 13 40 0=120 0.142471 0-0 Pf 1 99 102 5-5'A 30 60 14-0 Pe 0.35 103 4-7'A 32.94 CV(14-0) 14-0 Pv FR 2 0670 0=199 94 19 12 C=120 0.338529 0-4 Pf 0.11 103 4-7'/ 32 94 Pe 0 15 104 4-3% 33 21 0-4 Pv FR 2.0670 0=186.39 17 82 0=120 0 297315 0-11 Pf 0 27 104 4-3% 33.21 Pe 0.40 105 3-4Yz 33.88 PRV 0-11 Pv FR 2.0670 0=199.94 19.12 .0=120 0.338529 0-41/2 Pf 2.16 105 3-41 _ 33.88 6-0 Pe 0.16 106 3-0 36,20 BV(6-0) 6-4Yz Pv BL 2.0670 0=199.94 19.12 0=120 0.338529 39-114 Pf 21.70 106 3-0 _ 36 20 _ _ 25-0 Pe -3.68 112 11-6 54 22 3E(5-0), PO(10-0) 64-114 Pv CM 3 2600 0=199 94 7 69 C=120 0.036807 173-11 Pf 8 68 112 11-6 54 22 61-10 Pe 3 90 3 2-6 66 80 T(20-2), LtE(6-8%), BV(13-5Yz), 235-9 Pv CV(21-6) CM 6 3570 0=199 94 2 02 0=120 0.001424 2-0 Pf 0.00 3 2-6 66 80 Pe 0.87 2 0-6 67 6 2-0 Pv UG 6.2800 0=199.94 2 07 0=140 0.001136 46-1 Pf 0 13 2 0-6 67.67 66-2YPe 152 1 -3-0 69.31 3E(22-1), BFP, S 112-3% Pv Route 2 BL 1.0800 0=18 30 6.41 0=120 0.095783 9-6 Pf 0.91 1004 12-10 q=18.30 K=5 6 10.68 Spr(-10 68) Pe 1005 12-10 11 58 9-6 Pv BL 1.4080 0=37.36 7 70 0=120 0.098595 9-6 Pf 0 94 1005 12-10 q=19,06 K=5 6 11.58 Spr(-11 58) Pe 1006 12-10 12.52 9-6 Pv BL 1 4080 0=57 17 11 78 0=120 0 216649 9-6 Pf 2 06 1006 12-10 q=19 82 K=5.6 12 52 Spr(-12 52) Pe 1007 12-10 14.58 9-6 Pv BL 1 6390 0=78 55 11 95 0=120 0 186084 7-6/ Pf 3 03 1007 12-10 q=21.38 K=5 6 14.58 Spr(-14 58) 8-8Y: Pe 116 12-10 17.60 T(8-814) 16-3 Pv BL 1.6390 Q=101.30 15.40 0=120 0 297863 0-10 Pf 1.55 116 12-10 17.60 4-414 Pe 0.36 117 12-0 19 51 E(4 -4'A) 5-21/2 Pv BL _ 2.1040 0=101.30 9.35 0=120 0.088264 12-6 Pf 1.10 117 12-0 19 51 Pe 101 12-0 20 62 12-6 Pv Gib Route 3 BL 1.0800 0=22.16 7.76 0=120 0.136466 1-111 Pf 105 1008 14-0 q=22 16 K=5 6 15.65 Spr(-15 65) 5-9 Pe 100 14-0 16.71 T(5-9) 7-8Y Pv Route 4 BL 1.0800 0=22.74 7 97 0=120 0.143256 1-1114 Pf 1 11 1009 12-10 q=22 74 K=5 6 16.50 Spr(-16.50) 5-9 Pe 116 12-10 17.60 T(5-9) 7-8Yz Pv GIO Route 5 L, © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7 1 7 10/11/2010 10: 33:31 AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length FR 1.6100 0=13 55 2.14 C=120 0.007860 104 4-31/4 33.21 P0(8-0) 105 3-4'/ 33.88 3T(8-0), BV 2-1114 Pf 0 27 32-0 Pe 0.40 34-1114 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Y 100 0 713 130 1.16 140 150 1 33 1 51 487 1/ Actual Inside Diameter a Value Of C Multiplying Factor Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction:Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe pnNormal pressure at a point in a pipe Pf Pressure loss due to friction between Pe Pressure due to elevation difference Pv Velocity pressure at a point in a pipe points between indicated points ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90` Elbow 45' Elbow 11W Elbow 22'/ Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow. 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wrsbo Water Meter Valve Cap - Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV Z L © M E.P.CAD, Inc ,in AutoSPRINK®VR7 v7.1 7 10/11/2010 10.33 31AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Supply at Node 1 100 90 80Static Pressure 80,00 7n 199.94 @ 69 31 Pressure, psi 0 0 0 0 0 0 c III1IIA 111 111111 LI_I1 111 11111 11111111111 11111 1111111111111111111 II— 1 449.94 with hose streams System demand curve 111111111 111111 n 111111 11 111111111 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 I l 1 1 1 1 1 1 1 1 1 1 U 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm HydauGraph Supply at Node 1 Static Pressure 80 00 Pew.; Pressure 1500.00 @ 80 00 vadlable Pressure @ Time of Test A 80.00 @ 449.94 System Demand 199.94 @ 69.31 System Demand (Incl., Hose Allowance) 449.94 @ 69.31 L © M.E P.CAD, Inc AutoSPRINK®VR7 v7.1.7 10/11/2010 10 38 15AM Page Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Job Job Number 2-10-5712 Design Engineer STEVEN HUFF State CerlrfrcauonlLexnse Number FIRESWI 140B1 AHJ - CITY OF TUKWILLA Job See --- -- - CONTINENTAL MILLS TI Dravong Name - - — --- 2-10-5712_Revision00_(First Floor_South Annex - OL Job Name CONTINENTAL MILLS TI Address, 18100 ANDOVER PARK WEST Address 2 GM - - - - - Slate Zip Code TUKWILLA WA 98188 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 14.82 at 7.00 Hose Allowance AtSourn 250.00 Occupancy Light Hazard - Server Room Density 0.10gpm/ft2 Ncmber Of Sprinklers Calculated 10 Job SYRa rM Global Standards Area of Applczten 1500.00ft2 (Actual 1071.17ft2) Additional Hose Supplies Node Flow(gpm) Coverage age Par Sprinkler 118.75ft2 Total Hose Streams 250.00 Flow Demand real water Required (Including Hose Allowance) 167.28 417.28 Pressure Unbalance In Loops Mao om Maximum Velocity Above Ground 15.99 between nodes 112 and 106 Maximum Velocity Under Ground 1.73 between nodes 1 and 11 Volume capacity of VJet Pipe; Volume capacity of Dry Pipes 636.00gal , Inc. to Certid 59 a ��Iy!� `7system *I P7' 0811011.111 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80.00 80.00 1500.00 80.00 417.28 51.59 28.41 Contractor i Contractor Number 2-10-5712 Contact Name Phone (253) 833-1248 Contact Tree Noma of ContraMor. FIRE SYSTEMS WEST, INC. _ Extension ._ _— _— Addreul 219 FRONTAGE ROAD NORTH, SUITE B FAX - (253) 735-0113 ._ _ — Address 2 E -nail ; Web.Site ' www.firesystemswest.com city state Zip Code PACIFIC WA 98047 © M.E.P.CAD, Inc. 311 AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:10AM Page 1 Summary Of Outftowing Devices Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Device Actual Flow (gpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) c> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Spnnkler 1000 14.82 1001 15 46 1002 16.09 1003 17.40 1008 18 53 1004 15.31 1005 15.97 1006 16.62 1007 17 96 1009 19.13 * Most Demanding Sprinkler Data 14.82 14.82 14.82 14.82 14.82 14 82 14.82 14.82 14.82 14.82 5.6 5.6 56 5.6 5.6 5.6 5.6 5.6 5.6 56 7.00 7.62 8 25 9 65 10.95 7.48 8.13 8.81 10.29 11.67 �M © M.E P.CAD, Inc. ,jay AutoSPRINKSVR7 v7.1.7 10/11/2010 10:27:15AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 3-0 BV(6-0) 27.05 105 3-4% T(8-0) 25 34 104 4-3% PO(8-0) 24 74 103 4-7% _ 24.51 102 5-5% _ 22 72 101 12-0 T(8-8%) 14 75 100 14-0 T(8-8%) 11.71 _ 2 0-6 49.98 3 2-6 PO(37-8') 49.11 _117 12-0 E(4-4%) 13.95 116 12-10 T(5-9) 12.47 112 11-6 PO(10-0) 38.97 1000 _ 14-0 Spr(-7.00) 7.00 14.82 1001 14-0 Spr(-7.62) _ 7.62 15.46 _ 1002 - 14-0 Spr(-8.25) 8.25 16 09 1003 14-0 _ Spr(-9.65) 9.65 17.40 1008 14-0 Spr(-10.95) 10.95 18.53_ 1004 12-10 Spr(-7.48) 7 48 15.31 1005 12-10 Spr(-8 13) 813 15.97 1006 12-10 Spr(-8.81) 8 81 16 62 1007 12-10 Spr(-10.29) 10 29 17 96 1009 12-10 Spr(-11 67) 1167 1913 MGA © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/11/2010 10:27:20AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length a Route 1 BL 1.0800 0=14.82 5,19 C=120 0.064856 9-6 Pf 0.62 1000 14-0 q=14.82 K=5.6 7.00 Spr(-7.00) Pe 1001 14-0 7 62 9-6 Pv BL 1.4080 0=30.28 6.24 C=120 0.066840 9-6 Pf 0.63 1001 14-0 q=15.46 K=5.6 7.62 Spr(-7.62) Pe 1002 14-0 8.25 9-6 Pv BL 1 4080 0=46.37 9.55 C=120 0.147037 9-6 Pf 1.40 1002 14-0 q=16.09 K=5 6 8.25 Spr(-8.25) Pe 1003 14-0 9.65 9-6 Pv BL 1.6390 0=63.76 9.70 C=120 0.126499 7-614 Pf 2.06 1003 14-0 q=17.40 K=5.6 9.65 Spr(-9.65) 8-8Yz Pe 100 14-0 11.71 T(8 -8'/z) 16-3 Pv BL L 1.6390 0=82.29 12.51 C=120 0 202796 2-0 Pf 2.18 100 14-0 11.71 8-814 Pe 0.87 101 12-0 14.75 T(8-8%) 10-8'/z Pv BL 2 1040 0=167.28 15.44 C=120 0.223250 17-614 Pf 5 14 _ 101 12-0 14 75 5-5',4Pe 2.84 102 5-5% 22 72 E(5-5%) 23-0 Pv DY 2 4690 0=167 28 11 21 C=120 0.102435 0-0 Pf 1 43 102 5-514 22 72 14-0 Pe 0 35 103 4-7Yz 24 51 CV(14-0) 14-0 Pv FR 2 0670 0=167.28 15 99 C=120 0 243397 0-4 Pf 0.08 103 4-7% 24.51 Pe 015 104 4-3Yz 24,74 0-4 Pv FR 2 0670 0=155,94 14 91 C=120 0.213765 0-11 Pf 0.20 104 4-3A 24 74 Pe 0.40 105 3-4% 25.34 PRV 0-11 Pv FR 2.0670 0=167.28 15.99 C=120 0 243397 0-414 Pf 1 55 105 3-414 25.34 6-0 Pe 0 16 106 3-0 27.05 BV(6-0) 6-4Yz Pv BL 2 0670 0=167.28 15 99 C=120' 0.243397 39-1% Pf 15,60 106 3-0 27 05 25-0 Pe -3.68 112 11-6 38 97 3E(5-0), P0(10-0) 64-1% Pv CM 3.2600 0=167.28 6.43 C=120 0 026464 173-11 Pf 6.24 112 11-6 38 97 61-10 Pe 3 90 3 2-6 49.11 T(20-2), LtE(6-8%), BV(13-5%), 235-9 Pv CV(21-6) CM 6.3570 0=167 28 1.69 C=120 0.001024 2-0 Pf 0,00 3 2-6 49.11 Pe 0 87 2 0-6 49.98 2 -Tv U__G 6 2800 0=167.28 1.73 C=140 _ 0.000817 46-1 Pf 0 09 2 0-6 49 98 66-2'/Pe 1.52 1 -3-0 51.59 3E(22-1), BFP, S 112-3Yz Pv Q Route 2 BL 1 0800 Q=15.31 5.36 C=120 0.068902 9-6 Pf 0,65 1004 12-10 _ q=15.31 K=5.6 7.48 _ Spr(-7.48) Pe 1005 12-10 8.13 9-6 Pv BL 1.4080 Q=31.28 6.45 C=120 0.070996 _ _ _ 9-6 Pf 0.67 1005 12-10 q=15.97 K=5 6 8.13 Spr(-8.13) Pe 1006 12-10 8 81 9-6 Pv BL 1.4080 0=47.90 9 87 C=120 0 156154 9-6 Pf 1 48 1006 12-10 q=16 62 K=5,6 8.81 Spr(-8.81) Pe 1007 12-10 10 29 9-6 Pv BL 1 6390 0=65 86 10 02 C=120 0.134308 7-6% Pf 2.18 1007 12-10 q=17.96 K=5 6 10 29 Spr(-10.29) 8-8Yz Pe 116 12-10 12.47 T(8-814) 16-3 Pv BL 1.6390 0=84.99 12 92 C=120 0.215263 0-10 Pf 1.12 116 12-10 12.47 4-414 Pe 0.36 117 12-0 13.95 E(4-414) 5-214 Pv BL 2.1040 0=84.99 7.84 C=120 0.063788 12-6 Pf 0.80 117 12-0 13.95 Pe 101 12-0 14.75 12-6 Pv Route 3 BL 1.0800 0=18.53 6.49 C=120 0098050 1-1114 Pf 0.76 1008 _ 14-0 q=18.53 K=5.6 10.95 Spr(-10.95) 5-9 Pe 100 14-0 11.71 T(5-9) 7-8Yz Pv Route 4 BL 1.0800 Q=19.13 6.70 C=120 0.103992 1-1114 Pf 0.80 1009 _ 12-10 q=19.13 K=5.6 11.67 Spr(-11.67) 5-9 Pe 116 12-10 12.47 T(5-9) 7-8Yz Pv Route 5 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:25AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type _ Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream _ Length Pressure Eq. Length Summary Total Length FR 1.6100 _ Q=11.34 1.79 C=120 0.005651 104 4-3% 24 74 PO(8-0) 105 3-4% 25 34 3T(8-0), BV 2-11% Pf 0.20 32-0 Pe 0.40 34-11'/ Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier 100 0.713 1308 140 150 1.16 1.33 1.51 m Actual Inside Diameter 487 Value Of C Multiplying Factor Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between Pe Pressure due to elevation difference Pv Velocity pressure at a point in a pipe points between indicated points ALV Alarm Valve AngV Angle Valve b Bushing BaIV Bat Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11V° Elbow 1 - Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:25AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - Server Room 1 © M.E.P.CAD, Inc i AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:31 AM Page 6 Supply at Node 1 100 90 80 Static Pressure 80.00 70 60 _ a - a 167.28 @ 51.59 417.28 with hose 5 50 fn 2 a` streams 40 30 System demand curve 20 10 LIIIILIIII 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 11 1 1 1 1 1 1 111111111 111111111 0 0150 300 450 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Supply at Node 1 Slat. Pressure 80.00 Residual Pressure 1500.00 @ 80.00 Avarlaale Pressure © Trme of Test 80 00 @ 417.28 System Demand 167.28 @ 51 59 System Demand llncludrng Hose Allowance) 417.28 @ 51.59 1 © M.E.P.CAD, Inc i AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:31 AM Page 6 Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address t 18100 ANDOVER PARK WEST AdMess 2 City State Zip Code TUKWILLA WA 98188 Design Engineer STEVEN HUFF Slate CeNficabonddcense Number FIRESWI 140B1 ADJ CITY OF TUKWILLA Jcb Site CONTINENTAL MILLS TI D-avong Name 2-10-5712_Revision00_(Second Floor_South Annex - 0 System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 29.63 at 7.00 Hose Allowance At Source 250.00 Adtlibonal Hose Supplies Node Flow(gpm) Occupancy JobSed Light Hazard - 2nd Floor Office FM Global Standards Density Area of Applrabon 0 10gpm/ft2 1500.00ft' (Actual 1518 95ft') Number Ol Sprinklers Calculated Coverage Per Sprinkler 9 256.00ft' Total Hose Streams 250.00 System Flaw Demand Total Water Required (Including Hose Allowance) 292.16 542.16 Maximu 0.0 Pressure Unbalance In leaps 0.00 Maximum Velocity Above Ground 18 44 between nodes 203 and 202 Maximum Velocity Under Ground 3 03 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity 01 Dry Pipes 625.36ga1 iso s' 1 r tl4artY)rf �s Irl ,,, ' tij� S 0., 4 ,� . 7 J ♦~ Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250 00 80 00 73.60 1500 00 79.03 542.16 71.62 7.41 Contractor Contractor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC. Address - - — - 219 FRONTAGE ROAD NORTH, SUITE B Address 2 CM Stale Zip CO. PACIFIC WA 98047 Gond Name STEVEN HUFF Pbane (253) 833-1248 _ FAX (253) 735-0113 - E-mail Web -Site www firesystemswest com Contact Ttlk DESIGNER Extension -- — — - © M.E.P.CAD, Inc. s,�►j AutoSPRINK®VR7 v7.1.7 10/11/2010 9:28:43AM Page 1 Summary Of Outftowing Devices Job Number: 2-10-5712 Report Description. Light Hazard - 2nd Floor Office Device Actual Row (gpm) Minimum Flow K -Factor (gpm) (K) Pressure (psi) Sprinkler Sprinkler Sprinkler E> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 2001 2007 2000 2005 2006 2002 2004 2008 2003 c> Most Demanding Sprinkler Data 31 90 31 31 31 08 29.63 30.72 34.97 36 92 28.76 36 85 19.20 16.00 25.60 25.60 25.60 18.30 25.60 14.82 18.25 11.2 11 2 11 2 11.2 11.2 11.2 11.2 5.6 11.2 8 11 7.82 7.70 7.00 7 52 9.75 10.87 26 38 10 82 t'ri © M.E.P.CAD, Inc AutoSPRINK®VR7 v7.1.7 10/11/2010 9:28:50AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 27-11 T(5-9) 11.26 211 27-11 T(5-9) 10.92 200 27-71/2 T(5-9) 11 61 206 27-71/2 T(5-9) 11.26 207 27-3'/ T(5-9) 12 22 201 27-0 T(5-9) 13 51 210 26-91/2 PO(5-9) 1517 2009 26-9 Spr, C(5-9) 29 03 Sprinkler 202 26-6'/x T(5-9) 16.65 Sprinkler 3 2-6 PO(26-4) _ 65 88 Sprinkler 2 0-6 66.87 Sprinkler 205 15-0 57.80 Sprinkler 203 26-6 _ PO(11-3'A) 29.05 Sprinkler 204 26-6 PO(11-31/2) 29.27 Sprinkler 208 26-6 PO(11-3'%) 30.02 Sprinkler 2001 25-0 Spr(-8.11)_ 8.11 31.90 2007 25-0 Spr(-7 82) 7.82 31.31 2000 25-0 Spr(-7.70) 7 70 31 08 2005 25-0 Spr(-7.00) 7.00 29 63 2006 25-0 Spr(-7.52) 7 52 30 72 2002 25-0 Spr(-9.75) 9.75 34 97 2004 25-0 Spr(-10.87) 10 87 36 92 2008 25-0 Spr(-26 38) 26.38 28 76 2003 25-0 Spr(-10.82) 10.82 36.85 © M.E.P.CAD, Inc. AutoSPRINKe) VR7 v7.1.7 10/11/2010 9•28:55AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length .? Route 1 DR 1.0800 0=29.63 10 38 C=120 0.233694 6-111/2 Pf 5.39 2005 25-0 q=29 63 K=11 2 7.00 Spr(-7.00) 16-1'A Pe -1.13 206 27-7Yz 11 26 2E(2-31/2), 2T(5-9) 23-1 Pv BL 1.7280 0=60 95 8 34 C=120 0.089945 9-0 Pf 0.81 206 27-71/2 11.26 Pe 0.15 207 27-31/2 12.22 9-0 Pv BL 1 7280 0=91.67 12.54 C=120 0 191380 14-3 Pf 2.73 207 27-31/2 12.22 Pe 0 22 210 26-91/2 15.17 14-3 Pv BL 1 7280 0=128.59 17.59 0=120 0 357968 27-9 Pf 13.98 210 26-91/2 15.17 11-31/2 Pe 0.12 204 26-6 29.27 P0(11 -3'/z) 39-0%z Pv CM 3.2600 0=263.39 10 12 0=120 0.061292 12-3 Pf 0.75 204 26-6 29.27 Pe 208 26-6 30.02 12-3 Pv CM 3.260.0 0=292.16 11.23 C=120 0.074246 243-10 Pf 22.79 208 _ 26-6 30 02 63-2 Pe 4.99 205 15-0 57.80 - 4EE(4-01/2), 4LtE(6-81/2), T(20-2) 307-0' Pv CM 4 2600 0=292 16 6 58 C=120 0 020175 37-6 Pf 2 67 205 15-0 57 80 94-91/2 Pe 5 42 3 2-6 65.88 3LtE(7-11), BV(15-91/2), 132-3'/z Pv CV(28-11'/), P0(26-4) CM 6 3570 0=292 16 2 95 0=120 0 002872 3-4 Pf 0 12 3 2-6 65 88 37-81/2 Pe 0 87 2 0-6 66.87 P0(37-81/2) 41-0% Pv UG 6.2800 0=292 16 3.03 0=140 0 002292 46-1 Pf 3 23 2 0-6 66.87 66-21/2 Pe 1.52 1 -3-0 71.62 3E(22-1), BFP(-2.97), S ' 112-31/2 Pv +.7 Route 2 DR 1.080.0 Q=3072 10.76 C=120 0.249787 6-71/2 Pf 5.68 2006 _ 25-0 q=30.72 K=11.2 7.52 Spr(-7.52) 16-11/2 Pe -0,98 207 27-31/2 12 22 2E(2-3%), 2T(5-9) 22-9 Pv = Route 3 DR 1 0800 0=31.08 10 88 0=120 0 255243 3-7 Pf 5 04 2000 25-0 q=31 08 K=11 2 7 70 Spr(-7.70) 16-11/2 Pe -1 13 200 27-71/2 11 61 2E(2-31/2), 2T(5-9) 19-9 Pv BL 1.7280 0=62.98 8 62 0=120 0.095581 17-0 Pf 1.63 200 27-71/2 11 61 Pe 0 27 201 27-0 13.51 17-0 Pv BL 1.7280 0=97 96 13.40 0=120 0 216383 13-7 Pf 2 94 201 27-0 13.51 Pe 019 202 26-6/ 16.65 13-7 Pv BL 1 7280 0=134.81 18 44 0=120 0.390638 20-5 Pf 12.39 202 26-61/2 16 65 11-31/2 Pe 0.02 203 26-6 29.05 P0(11-3%) 31-81/2 Pv CM 3.2600 0=134.81 5 18 0=120 0.01775.2_ 12-3 Pf 0.22 203 26-6 29.05 Pe 204 26-6 29.27 12-3 Pv .a Route 4 DR 1.0800 0=31 31 10.97 0=120 0.258828 6-6 Pf 4 36 2007 25-0 q=31.31 K=11 2 7.82 Spr(-7 82) 10-4Yz Pe -1 26 211 27-11 10 92 2E(2-31/2), T(5-9) 16-101/2 Pv BL 1.7280 0=31 31 4.28 0=120 0 026239 8-0 Pf 0 21 211 27-11 10 92 Pe 0 13 206 27-7% 11.26 8-0 Pv Route 5 D R 1.0800 0=31.90 11.17 0=120 __ 0.267899 6-1 Pf 4.41 2001 25-0 q=31.90 K=11 2 8.11 Spr(-8.11) 10-41/2 Pe -1.26 209 27-11 11,26 2E(2-31/2), T(5-9) 16-51/2 Pv BL 1.7280 0=31.90 4 36 0=120 0.0.27.1.59 8-0 Pf 0,22 209 27-11 11.26 Pe 0.13 200 27-71/2 11.61 8-0 Pv GIP, Route 6 DR 1 0800 0=34 97 12 25 0=120 0.317540 4-2 Pf 4 62 2002 25-0 q=34.97 K=11 2 9.75 Spr(-9.75) 10-41/2 Pe -0.86 201 27-0 13,51 2E(2-31/2), T(5-9) 14-61/2 Pv Route 7 DR 1.0800 0=36.85 12 91 0=120 0,349765 2-5 Pf 6.49 2003 25-0 q=36.85 K=11.2 10.82 _ Spr(-10.82) 16-11/2 Pe -0.67 202 26-61/2 16.65 2E(2 -3'A), 2T(5-9) 18-6Yz Pv ® Route 8 L © M.E.P CAD, Inc. AutoSPRINK® VR7 v7 1.7 10/11/2010 9:29.00AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length DR 1.0800 0=36.92 12.93 C=120 0.351072 2004 25-0 q=36.92 K=11 2 10 87 Spr(-10 87) 210 26-9/ 15 17 2E(2-31/2), P0(5-9) 4-01 Pf 5 06 10-41/2 Pe -0.77 14-5 Pv w Route 9 DR 1.0800 0=28.76 10.07 C=120 0 221142 2008 25-0 q=28.76 K=5 6 26 38 Spr(-26.38) 2009 26-9 29 03 2E(2-31/2), C(5-9) 5-01/2 Pf 3.41 10-4% Pe -0 75 15-5 Pv BL 1.7280 0=28.76 3.93 C=120 0 022419 2009 26-9 K=5 6 29 03 208 26-6 30 02 P0(11-31/2) 27-9 Pf 0,88 11-31/2 Pe 0.11 39-0% Pv Equivalent Pipe Lengths of Valves and Fittings (0=120 only) II C Value Multiplier 130 1.16 140 150 1.33 1.51 Actual Inside Diameter \ 4 87 Value Of C 100 Multiplying Factor 0 713 ( Schedule 40 Steel Pipe Inside Diameter /1 =Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90°Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union VVirsbo Water Meter Valve Cap Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV Z �Sl © M E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/11/2010 9:29:OOAM Page 5 1 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Supply at Node 1 100 90 -Static Pressure 80.00 - - - --- 80 J 292.16 @ 71.62 542.16 hose 70 j with streams 60 7) o. I 3 50 N N N a System demand curve 40 30 — 20 10 P11111111111 111111111 1 1 1 1 1 1 1 1 1 1 l 1 f 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 I 1 I 1 1 i 1 1 I 1 r I I I I 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow. gpm Hydraulic GraeH Supply at Node 1 Static Pressure 80.00 Residual Pressure 1500.00 @ 73.60 Available le Pressure @ Time of Test 79.03 @ 542.16 system Demand 292.16 @ 71.62 System Demand (Including Hose Allowance) 542.16 @ 71.62 �M ©M.E.P.CAD, Inc. AutoSPRINK®VR7 v7 1 7 10/11/2010 929:05AM Page 6 Fire Systems West, Inc, 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 FIRE PROTECTION SYSTEM HYDRAULIC CALCULATIONS FOR CMI INNOVATION CENTER TUKWILA, WA FSW Job Number 2-10-5712 Revised 4/29/11 Hydraulic Summary Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group 1 Job Job Number 2-10-5712 Design Engineer STEVEN HUFF Job Nanx CMI INNOVATION CENTER State Cer0NubonlLaense Number FIRESWI 140B1 Address 1 18100 ANDOVER PK W ANJ CITY OF TUKWILA Address 2 Job See CONTINENTAL MILLS City TUKWILA SWA 98o188 Oraotng Name 2-10-5712_Revision00_(First Floor North Annex).cad System Remote Area(s) Mast Demantling Sprinkle, Oata 5.6 K -Factor 19.50 at 12.13 Occupancy Job Suff. First Floor - Ordinary Group 1 Nose Allowance At Source 250.00 Densly Area of Applaatan 0.15gpm/ft' 1500.00ft' (Actual 1591.51ft2) Addrbonal Nose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Spookier 19 130.00ft' Total Nus. Streams 250.00 System Flow Demm�tl ' Total Water Required (1010440.9 Nose AJbwa,ae) 408.04 ' 658.04 y Manmum Pnaswe Unba Unu a Loops 0.00 Maximum Woody Above Ground 15.12 between nodes 1012 and 1014 a.mum Veacdy Under Ground M2.37 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1572.75ga1 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80.00 73.60 1500.00 78.61 658.04 42.06 36.55 Contractor Contractor Number 2-10-5712 Contact Name Contact Tdle STEVEN HUFF DESIGNER , P (253) 833-1248 Name of Contractor -------- FIRE SYSTEMS WEST, INC. _ Atltl,eas i 219 FRONTAGE ROAD NORTH, SUITE B FA% - — (253) 735-0113 Address 2 Web-Sde • www.firesystemswest.com CM State Zip Code PACIFIC WA 98047 �{ © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:26:27PM Page 1 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Device Actual Flow (gpm) Minimum Flow K -Factor Pressure Density Coverage (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler Sprinkler Sprinkler 116 115 117 22.85 22.78 22.96 Sprinkler 118 Sprinkler 114 23.02 22.49 Sprinkler 112 22.04 19.50 19.50 19.50 19.50 19.50 19.50 5.6 16.65 0.18gpm/ft2 130.00ft' 5.6 16.54 0.18gpm/ft' 130.00ft2 t 5.6 16.80 --i- O.18gpm/ft' 130.00ft2 5.6 16.89 0.18gpm/ft2 130.00ft' Sprinkler 111 Sprinkler 104 Sprinkler 102 Sprinkler 103 5.6 16.12 0.17gpm/ft2 130.00ft' 5.6 ! 15.49 0.17gpm/ft' 130.00ft' 22.00 19.50 5.6 1 15.44 Sprinkler 105 Sprinkler 110 Sprinkler 108 0.17gpm/ft' 130.00ft' 20.36 19.50 5.6 13.21 19.92 19.50 5.6 12.65 20.12 19.50 i 5.6 12.91 20.36 19.50 5.6 13.22 21.94 19.50 5.6 15.36 Sprinkler 109 Sprinkler 107 0.16gpm/ft' 130.00ft2 0.15gpm/ft' 0.15gpm/ft' 130.00ft' 130.00ft' 0.16gpm/ft' 130.00ft' 0.17gpm/ft' 130.00ft' 21.49 19.50__ _ 5.6 14.73 21.59_ 19.50 5.6 14.86 21.43 i 19.50 5.6 14.65 L Sprinkler 100 0.17gpm/ft' 130.00ft' 0.17gpm/ft' 0.16gpm/ft' 19.50 19.50 5.6 12.13 Sprinkler 101 Sprinkler 106 Sprinkler 113 0.15gpm/ft2 130.00ft2 130.00ft' 130.00ft2 19.85 19.50 5.6 12.57 21.07 19.50 5.6 14.16 0.15gpm/ft2 130.00ft2 0.16gpm/ft' 130.00ft' 22.27 1 19.50 5.6 15.81 c Most Demanding Sprinkler Data 0.17gpm/ft' 130.00ft' { © M.E.P.CAD, Inc. ln� AutoSPRINK®VR7 v7.1.7 04/15/2011 1:27:03PM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2011 1007 1008 2 1026 1023 1024 -0-0 0.00 11-1 P0(26-4) 11-1 0-6 11-9 L 26.50 26.83 31.66 22.04 11-9 T(5-0) 22.39 1006 1025 1027 1029 1028 1005 1022 1020 1021 11-9 T(5-0) 11-1 PO(12-0) 11-9 T(10-0) 11-9 T(5-0) 1004 11-9 T(5-0) 11-9 4. T(5-0) 11-1 11-9 1013 1012 1011 1010 1014 1009 1019 1018 1001 1003 1002 +'' 1017 1 1016 1015 1000 116 115 117 118 114 112+ 111 104 102 103 105 110 108 1 109 107 100 101 106 113 23.13 24.27 11-9 T(5-0) 11-9 T(5-0) 11-1 PO(12-0) - 11-9 T(10-0) 11-9 T(5_0) 11-9 T(5-0) 11-9 T(5-0) 11-3 T(5-0) 11-3 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-1 PO(12-0) 11-9 T(10-0) 11-9 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-3 T(5-0) 9-0 Spr(-16.65), fd(24-0) 9-0 Spr(-16.54), fd(24-0) 9-0 Spr(-16.80), fd(24.0) 9-0 Spr(-16.89), fd(24-0) 9-0 Spr(-16.12), fd(24-0) 9-0 Spr(-15.49), fd(24-0) 9-0 Spr(-15.44), fd(24-0) 9-0 Spr(-13.21), fd(24-0) 9-0 Spr(-12.65), fd(24-0) 9-0 Spr(-12.91), fd(24-0) 9-0 Spr(-13.22), fd(24-0) 9-0 Spr(-15 36), fd(24-0) 9-0 Spr(-14.73), fd(24-0) 9-0 Spr(-14.86), fd(24-0) 9-0 Spr(-14.65), fd(24-0) 9-0 Spr(-12.13), fd(24-0) 9-0 Spr(-12.57),fd(24-0) 9-0 Spr(-14.16),fd(24-0) 9-0 Spr(-15.81), fd(24-0) 23.56 23.32 23.26 23.05 24.22 20.36 20.69 21.39 23.56 22.25 21.59 21.41 20.83 16.47 15.88 19.40 1 19.68 20.35 23.24 21.63 I 20.87 20.45 19.80 15.56 16.65 16.54 16.80 16.89 16.12 15.49 15.44 13.21 22.85 22.78 22.96 23.02 22.49 22.04 22.00 20.36. 12.65 19.92 12.91 + 20.12_ 13.22 - 20.36 15.36 21.94 14.73 21.49 14.86 i 21.59 14.65 21.43 12.13 -- 19.50 12.57 19.85 14.16 21.07 15.81 22.27 ,t, © M.E.P.CAD, Inc. f,li AutoSPRINK© VR7 v7.1 7 04/15/2011 1:27:10PM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 AO 1.04.9.0 0=19.50 7.24 C=120 0.124177 6-6 Pf 4.41 100 9-0 q=19.50 K=5.6 12.13 Spr(-12.13), fd(24-0) 29-0 Pe -0.98 1000 11-3 15.56 T(5-0) 35-6 Pv DR 1.0490 0=39.35 14.61 C=120 0.455207 1-0 Pf 5.01 1000 11-3 15.56 10-0 Pe -0.22 1001 11-9 20.35 2T(5-0) 11-0 Pv BL 2.0670 0=82.38 7.88 C=120 0.065642 9-6 Pf 1.28 1001 11-9 20.35 10-0 Pe 1002 11-9 21.63 T(10-0) 19-6 Pv BL 2.4690 Q=169.15 11.33 C=120 0.104562 0-8 Pf 1.32 1002 11-9 21.63 12-0 Pe 0.29 1003 11-1 23.24 P0(12-0) 12-8 Pv CM 3.2600 Q=169.15 6.50 C=120 0.027014 12-0 Pf 0.32 _ 1003 11-1 23.24 Pe 1004 11-1 23.56 12-0 Pv CM 3.2600 0=316.44 12.16 C=120 0.086062 7-7 Pf 0.65 1004 11-1 23.56 Pe 1005 11-1 24.22 7-7 Pv CM 4.2600 0=316.44 7.12 C=120 0.023386 2-5 Pf 0.06 1005 11-1 24.22 Pe 1006 11-1 24.27 2-5 Pv CM 4.2600 0=408.04 9.18 C=120 0.037430 33-1 Pf 2.22 1006 11-1 24.27 26-4 Pe 1007 11-1 26.50 P0(26-4) 59-5 Pv CM 6.3570 0=408.04 4.12 C=120 0.005329 61-10 Pf 0.33 1007 11-1 26.50 Pe 1008 11-1 26,83 61-10 Pv CM 8.2490 0=408.04 2.45 C=120 0.001498 38-5 Pf 0.25 1008 11-1 26.83 126-10 Pe 4.59 2 0-6 31.66 2LtE(15-3), f(-0.00), BV(14-1), 165-3 Pv 2P0(41-1%) UG 8.3900 0=408.04 2.37 C=140 0.001037 251-51/2 Pf 8.44 2 0-6 31.66 176-5 Pe 1.95 1 -4-0 42.06 4LtE(22-0%), Ee2(15-3), 427-11 Pv PIV(6-9%), BFP(-8.00), GV(6-9%), S, T(59-4%) Qp Route 2 DR 1.049.0 0=19.85 7.37 C=120 0.128381 4-10Yz Pf 3.96 101 9-0 q=19.85 K=5.6 12.57 Spr(-12.57), fd(24-0) 26-0 Pe -0.98 1000 11-3 15.56 E(2-0) 30-10'A Pv GP Route 3 AO 1.0490 0=19.92 7.39 C=120 0.129141 3-61/2 Pf 4.20 102 9-0 q=19.92 K=5.6 12.65 Spr(-12.65), fd(24-0) 29-0 Pe -0.98 1009 11-3 15.88 T(5-0) 32-61/2 Pv DR 1.0490 0=40.04 14.86 C=120 0.469934 1-0 Pf 5.17 1009 11-3 15.88 10-0 Pe -0.22 1010 11-9 20.83 2T(5-0) 11-0 Pv BL 1.6100 0=40.04 6.31 C=120 0.058341 10-0 Pf 0.58 1010 11-9 20.83 Pe 1011 11-9 21.41 10-0 Pv BL 2.0670 0=40.04 3.83 C=120 0 017278 10-0 Pf 0.17 1011 11-9 21.41 Pe 1012 11-9 21.59 10-0 Pv BL 2.0670 0=80.75 7.72 C=120 0.063270 0-6 Pf 0.66 1012 11-9 21.59 10-0 Pe 1013 11-9 22.25 T(10-0) 10-6 Pv BL 2.4690 0=147.29 9.87 C=120 0.080942 0-8 Pf 1.03 1013 11-9 22.25 12-0 Pe 0.29 1004 11-1 23.56 P0(12-0) 12-8 Pv Route 4 DR 1.0490 0=20.12 7.47 C=120 0.131577 3-11% Pf 3.94 103 9-0 q=20.12 K=5.6 12.91 Spr(-12.91), fd(24-0) 26-0 Pe -0.98 1009 11-3 15 88 E(2-0) 29-11% Pv v Route 5 AO 1.0490 0=20.36 7.56 C=120 0.134465 2-51/2 Pf 4.23 104 9-0 q=20.36 K=5.6 13.21 Spr(-13.21), fd(24-0) 29-0 Pe -0.98 1014 11-3 16.47 T(5-0) 31-5'/z Pv DR 1 0490 0=40.72 15.12 C=120 0.484794 1-0 Pf 5.33 1014 11-3 16.47 10-0 Pe -0.22 1012 11-9 21.59 2T(5-0) 11-0 Pv Route 6 M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:27:19PM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Ppe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Pt Friction Loss Pn Fittings _ _, Length !Pressure Eq. Length . Summary Total Length Elevation Discharge DR 1.0490 Q=20.36 7.56 C=120 0.134491 5-5, Pf 4.23 105 9-0 q=20.36 K=5.6 13.22 Spr(-13.22), fd(24-0) _ 26-0 Pe -0.98 1014 11-3 16.47 E(2-0) 31-5 Pv Route 7 BL 1.0490 Q=21.07 7.82 C=120 0.143339 14-7Y Pf 6.83 106 9-0 q=21.07 K=5.6 14.16 Spr(-14.16), fd(24-0) 33-0 Pe -1.19 1015 11-9 19.80 2E(2-0), T(5-0) 47-7Y Pv BL 1.6100 0=42.56 6.71 C=120 0.065328 10-0 Pf 0.65 1015 11-9 19.80 Pe 1016 11-9 20.45 10-0 Pv BL L 2.0670 Q=64.51 6.17 C=120 0.041755 10-0 Pf 0.42 1016 11-9 20.45 Pe 1017 11-9 20.87 10-0 Pv 2.0670 Q=86.77 8.30 C=120 0.072269 0-6' Pf 0.76 _BL 1017 11-9 20.87 10-0 Pe 1002 11-9 21.63 T(10-0) 10-6 Pv 461, Route 8 BL 1.0490 Q=21.43 7.96 C=120 0.147916 6-1i Pf 6.22 107 _ 9-0 q=21.43 K=5.6 14.65 Spr(-14.65), fd(24-0) 36-0 Pe -1.19 1018 11-9 19.68 E(2-0), 2T(5-0) 42-11 Pv BL - 1.6100 Q=43.02 6.78 C=120 0.066642 10-0, Pf 0.67 1018 11-9 19.68 - ' Pe 1001 11-9 20.35 10-0 Pv w Route 9 BL_ Q=21.49 7.98 C=120 0.148621 6-2 Pf 6.26 108 _ __ __1.0490 9-0 q=21.49 K=5.6 14.73 Spr(-14.73), fd(24-0) 36-0 Pe -1.19 1015 11-9 19.80 E(2-0), 2T(5-0) 42-2I Pv Gil Route 10 BL 1.0490 0=21.59 8.01 C=120 0.149896 5-3 Pf 5.73 109 9-0 q=21.59 K=5.6 14.86 Spr(-14.86), fd(24-0) 33-0, Pe -1.19 1019 11-9 19.40 2E(2-0), T(5-0) 38-3; Pv BL 1.3800 0=21.59 4.63 C=120 0.039423 7-0 Pf 0.28 1019 _ _ 11-9 19.40 Pe 1018 11-9 19.68 7-0 Pv GO Route 11 BL 1.0490 0=21.94 8.15 C=120 0.154502 4-8'Y Pf 6.29 110 9-0 q=21.94 K=5.6 15.36 Spr(-15.36), fd(24-0) 36-0 Pe -1.19 1016 11-9 20.45 E(2-0), 2T(5-0) 40-8% Pv Route 12 BL L 1.0490 Q=22.00 8.17 C=120 0.155283 5-6 Pf 6.44 111 9-0 q=22.00 K=5.6 15.44 _ _ Spr(-15.44), fd(24-0) 36-0 Pe -1.19 1020 11-9 20.69 E(2-0), 2T(5-0) 41-6 Pv BL 1.6100 0=44.04 6 94 C=120 0.069602 10-0 Pf 0.70 1020 11-9 20.69 i Pe 1021 11-9 21.39 10-0 Pv BL 2.0670 0=66.53 6.36 C=120 0.044214 9-6 Pf 0.86 1021 11-9 21.39 10-0 Pe 1013 11-9 22.25 T(10-0) 19-6: Pv ® Route 13 BL 1.0490 Q=22.04 8.18 C=120 0 155752 5-11'% Pf 6.07 112 9-0 q=22.04 K=5.6 15.49 Spr(-15.49), fd(24-0) 33-0 Pe -1.19 1022 11-9 20.36 2E(2-0), T(5-0) 38-11Y Pv BL L 1.3800 0=22.04 4.73 C=120 0.040964 8-0 Pf 0.33 1022 11-9 20.36 , Pe 1020 11-9 20.69 8-0 Pv s Route 14 BL 1.0490 Q=22.27 8.27 C=120 0 158709 3-4% Pf 6.25 113 9-0 q=22.27 _ - K=5.6 15.81 Spr(-15.81), fd(24-0) 36-0 Pe -1.19 1017 11-9 20.87 E(2-0), 2T(5-0) 39-4Y Pv ® Route 15 BL 1.0490 Q=22.49 8.35 C=120 0.161645 3-11' Pf 6.46 114 9-0 q=22.49 K=5.6 16.12 Spr(-16.12), fd(24-0) 36-0 Pe -1.19 1021 11-9 21.39 E(2-0), 2T(5-0) 39-11 Pv Route 16 BL _ 1.0490 Q=22.78 8.46 C=120 0.165527 6-6 Pf 7.03 115 9-0 q=22.78 K=5.6 16.54 Spr(-16.54), fd(24-0) _ _ 36-0 Pe -1.19 1023 11-9 22.39 E(2-0), 2T(5-0) 42-6 Pv B L 1.6100 0=45.63 7.19 C=120 0.074303 10-0 Pf 0.74 1023 11-9 22.39 Pe 1024 11-9 23.13 10-0 Pv 81. 2.0670 0=45.63 4.36 C=120 0.022006 1 9-6 Pf 0.43 1024 _ 11-9 23.13 10-0 Pe 1025 11-9 23.56 T(10-0) 19-6 Pv [yy © M.E.P.CAD, Inc. 'inAutoSPRINK® VR7 v7.1.7 04/15/2011 1:27:19PM Page 5 I19 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss , Length 1 Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings ; Eq. Length 1 Summary Upstream Total Length BL 2.4690 0=91.60 6.14 C=120 0.033621 0-8 Pf 0.43 _ 1025 11-9 23.56 12-0 Pe 0.29 1006 11-1 24.27 P0(12-0) 12-8 Pv GI Route 17 BL 10490 0=22.85 8.48 C=120 0.166517 6-6I Pf 6.58 116 9-0 q=22.85 K=5.6 16.65 Spr(-16.65), fd(24-0) 1026 11-9 22.04. 2E(2-0), T(5-0) I 33-Oi Pe -1.19 39-0 Pv BL 1.3800 0=22.85 4.90 C=120 0.043795 8-0 Pf 0.35 1026 11-9 22.04 1023 11-9 22.39 1 Pe 8-0 Pv Gib Route 18 BL 10490 0=22.96 8.52 C=120 0.167933 6-11I Pf 7.71 _ 117 9-0 q=22.96 K=5.6 16.80 Spr(-16.80), fd(24-0) 1027 11-9 23.32 3T(5-0) 39-0 Pe -1.19 45-11, Pv BL 2.0670 0=45.97 4.40 C=120 0.022315 0-6 Pf 0.23 1027 11-9 23.32 1025 11-9 23.56 T(10-0) 10-0 Pe 10-6 Pv 4 Route 19 BL 10490 0=23.02 8.54 C=120 0.168769 7-614 Pf 7.35 118 9-0 q=23.02 K=5.6 16.89 Spr(-16.89), fd(24-0) 36-0 Pe -1.19 1028 11-9 23.05 E(2-0), 2T(5-0) 43-6Y Pv BL 1.6100 0=23.02 3.63 C=120 0.020952 10-0 Pf 0.21 1028 11-9 23.05 1029 11-9 23.2610-0 1Pe Pv BL 2.0670 0=23.02 2.20 C=120 0.006205 10-01 Pf 0.06 1029 11-9 23.26 I Pe 1027 11-9 23.32 10- Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 i C Value Multiplier / Actual Inside Diameter 487 Value Of C 100 130 140 150 1\ Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/15/2011 1:27:19PM Page 6 Hydraulic Analysis 1 Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Downstream Upstream Diameter Flow Velocity HWC Elevation Discharge K -Factor Friction Loss Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. g AutoSPRINK®VR7 v7.1.7 04/15/2011 1:27:19PM Page 7 119 Hydraulic Graph Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Supply at Node 1 100 90 - 80 Static- Pte. re. X180.00 3, 70 4 60 N n 50 P CO in v a 408.04 1 @ 42.06 658.04 with hose streams 40 30 20 System demand curve 10 0-Isuuwuu[ilium iiiuiiii iiiiiiiii 111111111 1111 1 11 1 1 11 1 11 1 1 1 1 1111 11 1 1 1 1 1 1 1 1 1 1 1 C150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydreulc Graph Supply at Node 1 Static. Pressure Elevation + Stat Pressure 80.00 78.27 ---- - Ress:WM Pressure 1500.00 @ 73.60 Avmtaek Pressure a Time of Test 78.61 @ 658.04 _ . System Demand 408.04 @ 42.06 System Dema+d (Including Hose Allowance) _ — — 658.04 @ 42.06 / © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:27:26PM Page 8 19 Hydraulic Summary Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Job Job Number 2-10-5712 i Cosign Engineer STEVEN HUFF Job Name CMI INNOVATION CENTER State CerMicatlon/License Number FIRESWI 140B1 _ Address 1 - - - - 18100 ANDOVER PK W AHJ CITY OF TUKWILA Address2 i Jeb Site -- _---- CONTINENTAL MILLS CM i State Zip Code TUKWILA 1 WA ' 98188 Draveg Name 2-10-5712_Revision00_(Second Floor North Annex).ca System Remote Area(s) Most Demanding Spunkier Data 5.6 K -Factor 19.50 at 12.13 - - - - -- ' Occupancy Job Sulfa Second Floor - Ordinary Group 1 Hose Allowance At Source 250.00 i Density- — Area of ApPbcabon 0.15gpm/ft2 1500.00ft2 (Actual 1501.41ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated ' Corerage Per Sprinkler 23 130.00ft2 Total Hose Streams 250.00 Syatem Flow De, ,,d Total Water Required (Including Hose Allowance) 519.38 769.38 L 1 Maalmum Pressure Unbalance In Loops 0.00 Meamum Veloc,ty Above GrourM 17.98 between nodes 2037 and 2036 1 Maximum Velocay Under Ground 3.01 between nodes 1 and 2 - - - - � Volpme capacM or Wet P,pea Valu,rw caPecity of pry Pipes 1946.29ga1 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250 00 80.00 73.60 1500.00 78.14 769.38 52.44 25.69 Contractor Centrism: Number 2-10-5712 - Contact Name Contact TNe STEVEN HUFF DESIGNER --- Phone (253) 833-1248 Name of Comrade, - - --- - - FIRE SYSTEMS WEST, INC. Addams 1 219 FRONTAGE ROAD NORTH, SUITE B F. (253) 735-0113 Address2 E -mad --- ---- - —- -- - - -- - Cdy State Zip Coda PACIFIC WA 98047 Web -Site www.firesystemswest.com L © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:14:45AM Page 1 Summary Of Outflowing Devices Device Actual Flow (9pm) Minimum Flow (gpm) Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I K -Factor Pressure Density (K) (psi) (gpmpft2) Coverage (Foot) Sprinkler Sprinkler Sprinkler 218 ' 24.56 220 24.92 19.50 19.50 217 24.10 Sprinkler 219 24.68 Sprinkler 211 22.70 Sprinkler 213 ' 22.81 Sprinkler 221 ! 25.73 Sprinkler 216 ! 23.88 19.50 19.50 19.50 19.50 19 50 19.50 Sprinkler 204 20.48 c> Sprinkler 200 19.50 Sprinkler 202 19.91 Sprinkler 209 22.33 Sprinkler 210 j 22.38 Sprinkler 208 21.99 Sprinkler 212 22.76 Sprinkler 205 20.79 Sprinkler 201 19.79 Sprinkler 203 20.22 Sprinkler 215 23.63 Sprinkler 214 23.58 Sprinkler 207 21.98 Sprinkler 206 20.91 Sprinkler 222 25.76 r=> Most Demanding Sprinkler Data 5.6 19.24 5.6 _ 19.81 5.6 18.51 0.19gpm/ft2 130.00ft 0.19gpm/ft2 130.00ft2 0.19gpm/ft2 130.00ft2 5.6 19.42 5.6 16.43 5.6 16.59 0.19gpm/ft2 0.17gpm/ft2 0.18gpm/ft2 130.00ft2 130.00ft2 130.00ft2 5.6 21.11 5.6 0.20gpm/ft2 130.00ft2 18.19 0.18gpm/ft2 130.00ft2 19 50 5.6 13.38 0.16gpm/ft2 130.00ft2 19.50 5.6 12.13 - 0.15gpm/ft2 + 130.00ft2 19.50 _ 5.6 12.65 0.15gpm/ft2 130.00ft2 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19 50 19.50 5.6 5.6 --- 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 15.90 0.17gpm/ft2 130.00ft2 15.97 0.17gpm/ft2 130.00ft2 15.42 0.17gpm/ft2 130.00ft2 16.51 0.18gpm/ft2 130.00ft2 13.78 0.16gpm/ft2 130.00ft2 12.49 0.15gpm/ft2 i 130.00ft2 13.03 1 0.16gpm/ft2 130.00ft2 17.81 0.18g pm/ft2 130.00ft2 17.73 0.18gpm/ft2 130.00ft2 15.40 0.17gpm/ft2 + 130.00ft2 13.94 0.16gpm/ft2 . 130.00ft2 21.15 0.20gpm/ft2 130.00ft2 © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:01AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm)' 2039 2038 2037 24-0 PO(12-0) __ 29.11 25-2 T(10-0) 27.85 25-2 T(5-0 y -- _ 25.59 2041 25-2 T(5-0) 25.06 2040 25-2 T(5-0) 24.22 2042 2027 2028 2029 2031 2030 2036 2026 2016 2015 2000 2013 2024 2017 25-2 �E(2-0) 25-2 T(5-0) 25-2 T(5-0) 25-2 T(5-0) 24_0 P0(12-0) 25-2 T(10-0) 24-8 T(5-0) 24-8 T(5-0)_ 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 2005 2004 2003 2002 2001 2014 2025 2018 2019 2021 2020 2012 2006 2022 2032 2007 2045 2044 2043 2033 2034 23.98 26.11 24-8 T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 25-2 T(5_0) 25-2 T(5-0) 25-2 T(5-0) 25-2 E(2-0) 25-2 E(2-0) 25-2 T(5-0) 25-2 _ T(5-0) 24-0 PO(12-0) 25-2 T(10-0) _0.O 24-0 24-0 24-8 - T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 25-2 T(5-0) 25-2 T(5-0) 25-2 E(2-0) 25-2 T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 24-0 PO(26-4) 24-0 PO(26-4) 24-0 LtE(10-1%) 0-6 12-1 22-6 Spr(-19.24)_ 22-6 Spr(-19.81), fd(24-0) 22-6 Spr(-18.51),fd(24-0) 22-6 Spr(-19.42), fd(24-0) 22-6 Spr(-16.43), fd(24_0) 22-6 Spr(-16.59),fd(24-0) 26.85 L 28.54 30.55 29.77 19.62 20.82 17.75 17.02 15.42 16.05 20.22 19.40 29.32 27.51 23.60 22.27 20.20 19.61 24.61 25.33 27.87 30.63 29.71 0.00 29.69 30.76 23.13 29.82 29.27 29.07 28.81 28.01 29.59 20231- 30.80 203530.17 + 2008 1 30.46 2009 _ 31.10 2010 1 _- _ _ - 31.33 2 , 41.80 ' 2011 1 36.72 218 - 19.24 24.56 220 1 19.81 24.92 217 I 18.51 24.10 219 - _ _ 19.42 _ 24.68 211 16.43 i 22.70 213 I 16.59 _ _ _ 22.81 221 _ __ _- _ _ - _ _ - 22-6 Spr(-21.11), fd(24-0) 21.11 i 25.73 216 22-6 Spr(-18.19) 18.19 23.88 204 ' 22-6 Spr(-13.38), fd(24-0) 13.38 , 20.48 200 22-6 Spr(-12 13), fd(24-0) _ 12.13 19.50 202 l 22-6 Spr(-12.65), fd(24-0) 12.65 19.91 209: 22-6 Spr(-15.90), fd(24-0) - 15.90 22.33 210 - 22-6 Spr(-15.97),fd(24-0) 15.97 22.38 + 208 22-6 Spr(-15.42), fd(24-0) 15.42 21.99 212 , 22-6 Spr(-16.51) 16.51 22.76 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:O8AM Page 3 Node Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 205 201 203 215 214 207 206 222 22-6 Spr(-13.78), fdk24-0J 22-6 Spr(-12.49), fd(24-0) 22-6 Spr(-13.03), fd(24-0) 22-6 Spr(-17.81), fd(24-0) 13.78 12.49 13.03 17.814 22-6 Spr(-17.73), fd(24-0) 17.73 22-6 Spr(-15A0), fd(24-0) 15.40 22-6 Spr(-13.94), fd(24-0) 13.94 22-6 Spr(-21.15), fd(24-0) 21.15 20.79 19.79 20 22 23.63 23.58 21.98 20.91 25.76 N © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:O8AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Ppe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length ' Pressure Eq. Length Summary Total Length Elevation Discharge K -Factor Pt Pn Fittings OP Route 1 BL 1.0490 0=19.50 7.24 C=120 0.124177 5-1Y: Pf 4.24 200 22-6 q=19.50 K=5.6 12.13 Spr(-12.13), fd(24-0) 29-0, Pe -0.94 2000 24-8 15.42 T(5-0) 34-1%Pv BL 1.0490 0=39.29 14.58 C=120 0.453782 1-0 Pf 4.99 2000 24-8 15.42 10-0 Pe -0.22 2001 25-2 20.20 2T(5-0) - 11-0 Pv B L 1.6100 0=79.42 12.52 C=120 0.207132 10-0 Pf 2.07 2001 25-2 20.20 Pe 2002 25-2 22.27 10-0 Pv BL 2.0670 0=120.69 11.54 C=120 0.133056 10-01 Pf 1.33 2002 25-2 22.27 Pe 2003 25-2 23.60 10-01 Pv BL 2.0670 0=164.36 15.71 C=120 0.235584 6-7 Pf 3.91 2003 25-2 23.60 10-0 Pe 2004 25-2 27.51 T(10-0) 16-7 Pv BL 2 4690 0=164.36 11.01 C=120 0.099146 1-2 Pf 1.31 2004 25-2 27.51 12-0, Pe 0.51 2005 24-0 29.32 P0(12-0) 13-2 Pv CM 3.2600 0=286.50 11.01 C=120 0.071608 5-3 Pf 0.38 2005 24-0 29.32 Pe 2006 24-0 29.69 5-3 Pv CM 4.2600 0=286.50 6.45 C=120 0.019458 6-8' Pf 0.13 2006 24-0 _ 29.69 ' Pe 0.00 2007 24-0 29.82 6-4Pv CM 4.2600 0=312.26 7.03 C=120 0.022818 1-7 Pf 0.64 2007 24-0 29.82 26-4 Pe 2008 24-0 30.46 P0(26-4) i 27-111 Pv CM _ 5.2950 0=312.26 4.55 C=120 0.007912 81-0 Pf 0.64 2008 24-0 30.46 Pe 2009 24-0 31.10 81-0 Pv CM 5.2950 0=519.38 7.57 C=120 0.02.028.1 1-41/2 Pf 0.23 2009 24-0 31.10 _ _ 10-1 Vi Pe 2010 24-0 31.33 LtE(10-1 /2) 11-6 Pv CM 6.357.0 0=519.38 5.25 C=120 0.008327 15-1Y Pf 0.22 2010 24-0 31.33 11-4' Pe 5 17 2011 12-1 36.72 LtE(11-4) 26-5'/z Pv CM 8.2490 0=519.38 3.12 C=120 0.002341 111 Pf 0.06 2011 12-1 36.72 14-1 Pe 5.02 2 0-6 41.80 f(-0.00), BV(14-1) 25-2 Pv U G _ 8.3900 0=519.38 3.01 C=140 0.001621 251-5% Pf 8.69 _ 2 0-6 41.80 176-5, Pe 1.95 1 -4-0 52.44 4LtE(22-01/2), Ee2(15-3), 427-111 Pv PIV(6-9%), BFP(-8.00), GV(6-91/2), S, T(59-4/) Route 2 BL L 1.049.0 Q=19.79 7.35 C=120 0.127585 4-41/2 Pf 3 88 201 22-6 q=19.79 K=5.6 12.49 Spr(-12.49), fd(24-0) 26-0, Pe -0.94 2000 24-8 15.42 E(2-0) 30-41/2 Pv Gil. Route 3 BL 1.0490 0=19.91 7.39 C=120 0.1290.92 4-8 Pf 4.35 202 22-6 q=19.91 K=5.6 12.65 _ Spr(-12.65), fd(24-0) 29-0 Pe -0.94 2013 24-8 16.05 T(5-0) 33-6 Pv BL 1.0490 0=40.13 14.90 C=120 0.471928 1-0 Pf 3.78 2013 24-8 16.05 7-0 Pe -0.22 2014 25-2 19.61 T(5-0), E(2-0) 8-0 Pv BL 1.6100 0=40.13 6.32 C=120 0.058588 10-0 Pf 0 59 _ 2014 25-2 19.61 Pe 2001 25-2 20.20 10-0 Pv rwo Route 4 BL 1.049.0 Q=20.22 7.50 C=120 0.132738 3-10 Pf 3.96 203 22-6 q=20.22 K=5.6 13.03 Spr(-13.03), fd(24-0) 26-0 Pe -0.94 2013 24-8 16.05 E(2-0) 29-10 Pv Iwo Route 5 BL 1.0490 Q=20.48 7.60 C=120 0.135991 4-8 Pf 4.58 204 _ 22-6 q=20.48 K=5.6 13.38 Spr(-13.38), fd(24-0) 29-0 Pe -0.94 2015 24-8 17.02 T(5-0) 33-8 Pv BL 1.0490 0=41.27 15.32 C=120 0.497123 1-0' Pf 5.47 2015 24-8 17.02 10-0 Pe -0.22 2002 25-2 22.27 27(5-0) 11-0 Pv Gib Route 6 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:15A M Page 5 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Pt Friction Loss _ __ Pn Fittings - • Length ' Pressure Eq. Length Summary Total Length I Downstream Upstream Elevation Discharge K -Factor BL 1.0490 Q=20.79 7.72 C=120 0.139818 3-10; Pf 4.17 205 22-6 q=20.79 K=5.6 13.78 _ _ Spr(-13.78), fd(24-0) 26-c Pe -0.94 2015 24-8 17.02 E(2-0) 1 29-10Pv Route 7 BL 1.0490 0=20.91 7.76 C=120 0.141294 7-7; Pf 4.74 206 22-6 q=20.91 K=5.6 13.94 Spr(-13.94), fd(24-0) 26-0 Pe -0.94 2016 24-8 17.75 E(2-0) 1 33-7 Pv BL1.0490 -.- - 0=43.67 16.21 C=120 0.551745 1-0 Pf 6.07 2016 24-8 17.75 10-0 Pe -0.22 2003 25-2 23.60 2T(5-0) 11-0Pv Gib Route 8 BL 1.0490 Q=21.98 8.16 C=120 0.154956 5-10 Pf 4.93 207 22-6 q=21.98 K=5.6 15.40 Spr(-15.40), fd(24-0) 26-a Pe -0.94 2017 24-8 19.40 E(2-0) I 31-10 Pv BL 1.0490 0=43.97 16.32 C=120 0.558945 1-0 Pf 6.15 2017 24-8 19.40 - 10-0 Pe -0.22 2018 25-2 25.33 2T(5-0) 11-0 Pv BL 1.6100 Q=88.68 13.98 C=120 0.254044 10-0 Pf 2.54 2018 25-2 25.33 I Pe 2019 25-2 27.87 10-0 Pv BL 2.0670 0=88.68 8.48 C=120 0.0752.39 14-51 Pf 1.84 2019 25-2 27.87 10-0 Pe 2020 25-2 29.71 T(10-0) 24-5 Pv BL 2.4690 0=88.68 5.94 C=120 0.031665 1- Pf 0.42 2020 25-2 29.71 12-0 Pe 0.51 2021 24-0 30.63 P0(12-0) I 13-2 Pv CM 3.2600 Q=159.92 6.15 C=120 0.0.2.43.49 1 5-31 Pf 0.13 2021 24-0 30.63 Pe -0.00 2022 24-0 30.76 5-3 Pv CM 4.2600 0=159.92 3.60 C=120 0.006616 I 6-8 Pf 0.04 2022 24-0 30.76 Pe 0.00 2023 24-0 30.80 6-6 Pv CM 4.2600 0=207.13 4.66_ C=120 0.010678 1-7 Pf 0.30 2023 24-0 30.80 26-4 Pe 2009 24-0 31.10 P0(26-4) 27-11 Pv Gil Route 9 BL 1.0490 0=21.99 8.16 C=120 0.155138 2-8 Pf 4.91 208 22-6 q=21.99 K=5.6 15.42 Spr(-15.42), fd(24-0) 29-0 Pe -0.94 2017 24-8 19.40 T(5-0) 31-8 Pv Iwo Route 10 BL 1.0490 0=22.33 8.29 C=120 0.159529 i 7-0 Pf 5.26 209 22-6 q=22.33 K=5.6 15.90 Spr(-15 90), fd(24-0) 26-0 Pe -0.94 2024 24-8 20.22 E(2-0) 33-0 Pv BL 1.0490 Q=44.71 16.60 C=120 0.57638.5 1-0 Pf 4.61 2024 24-8 20.22 - 7-0 Pe -0.22 2025 25-2 24.61 T(5-0), E(2-0) 8-d Pv BL 1.6100 0=44.71 7 05 C=120 0.071556 10-0 Pf 0.72 2025 25-2 24.61 Pe 2018 25-2 25.33 10-0; Pv GO Route 11 BL _ 1.0490 0=22.38 8.31 C=120 0.160241 3-41/2 Pf 5.19 210 22-6 _ q=22.38 _ K=5 6 15.97 Spr(-15.97), fd(24-0) 29-0 Pe -0.94 2024 24-8 20.22 T(5-0) 32-4%I Pv Q Route 12 BL 1.0490 0=22.70 8.43 C=120 0.164450 6-5 Pf 5.33 211 22-6 q=22.70 K=5.6 16.43 S r -16.43 , fd(24-0) 26-0 Pe -0.94 2026 24-8 20.82 E(2-0) 32-51Pv BL 1.0490 Q=45.50 16.89 C=120 0.595468 2-3. Pf 5.51 2026 24-8 20.82 7-0 Pe -0.22 2027 25-2 26.11 E(2-0), T(5-0) 9-31Pv BL 1.6100 0=45.50 7.17 C=120 0.073925 10-0 Pf 0.74 2027 25-2 26.11 Pe 2028 25-2 26.85 10-0 Pv BL 1.6100 0=71.23 11.23 C=120 0.169384 10-0 Pf 1.69 2028 25-2 26.85 1 Pe 2029 25-2 28.54 10-0 Pv BL 2.0670 0=71.23 6.81 C=120 0.050166 14-5 Pf 1.22 2029 25-2 28.54 10-0 Pe 2030 25-2 29.77 T(10-0) 24-5 Pv BL 2.4690 0=71.23 4.77 C=120 0.021112 1-2 Pf 0.28 2030 25-2 29.77 12-0 Pe 0.51 2031 24-0 30.55 P0(12-0) 13-2' Pv © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:15AM Page 6 Hydraulic Analysis Job Number. 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss ' Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Pn Fittings CM 3.2600 0=71.23 2.74 C=120 0.005454 14-3 Pf 0.08 2031 24-0 30.55 Pe -0.00 2021 24-0 30.63 ' 14-3Pv 4.10 Route 13 BL 1.0490 Q=22.76 8.45 C=120 0.165236 6-2 Pf 2.17 212 22-6 q=22.76 K=5.6 __ 16.51 Spr(-16.51) 7-d Pe -0.94 2016 24-8 17.75 E(2-0), T(5-0) 13-2; Pv Q Route 14 BL 1.0490 0=22.81 8.47 C=120 0.165908 2-2 Pf 5.17 213 22-6 q=22.81 K=5.6 16 59 Spr(-16.59), fd(24-0) 29-0 Pe -0.94 2026 24-8 20.82 T(5-0) 31-2iPv ® Route 15 BL 1.0490 0=23.58 8.75 0=120 0.176508 6-10'/q Pf 6.33 214 22-6 q=23.58 K=5.6 17.73 Spr(-17.73), fd(24-0) 29-0 Pe -0.94 2032 24-8 23.13 T(5-0) 35-10%3 Pv BL_ 1.0490 0=47.21 17.53 C=120 0.637509 1-0 Pf 5.10 2032 24-8 23.13 _ � 7-0 Pe -0.22 2033 25-2 28.01 T(5-0), E(2-0) 8-0 Pv BL 1.6100 0=47.21 7.44 C=120 0.079144 20-0. Pf 1.58 _ _ 2033 25-2 - 28.01 Pe 2034 25-2 29.59 20-d Pv BL 2.0670 0=47.21 4.51 C=120 0.023440 i 14-5 Pf 0.57 2034 25-2 29.59 10-0 Pe 2035 25-2 30.17 T(10-0) 24-5 Pv BL 2.4690 Q=47.21 3.16 C=120 0.009865 1-2� Pf 0.13 2035 25-2 _ 30.17 _ 12-0Pe 0.51 2023 24-0 30.80 P0(12-0) 13-2 Pv 0 Route 16 BL 1.0490 0=23.63 8.77 C=120 0.177173 9-4 Pf 6.26 215 22-6 q=23.63 K=5 6 17.81 Spr(-17.81), fd(24-0) 26-0 Pe -0.94 2032 24-8 23.13 E(2-0) 35-44Pv Q Route 17 BL 1.0490 0=23.88 8.87 C=120 0.180689 6-1%z Pf 2.37 216 22-6 q=23.88 K=5.6 18.19 Spr(-18.19) 7-0 Pe -0.94 2036 24-8 19.62 E(2-0), T(5-0) 13-1%z Pv BL1.0490 0=48.45 17.98 C=120 0.668660 2-3 Pf 6.19 2036 24-8 19.62 7-0 Pe -0.22 2037 25-2 25.59 E(2-0), T(5-0) 9-3 Pv BL 2.0670 0=122.14 11 68 C=120 0.136038 6-7 Pf 2.26 2037 25-2 25.59 10-0 Pe 2038 25-2 27.85 T(10-0) 16-7 Pv BL 2.4690 0=122.14 8 19 C=120 0.057252 1-2 Pf 0.75 2038 25-2 27.85 12-0 Pe 0.51 2039 24-0 29.11 P0(12-0) 13-2Pv CM 3.2600 Q=122.14 4.69 C=120 0.014. 791 14-3 Pf 0.21 _ 2039 24-0 29.11 _ Pe -0.00 2005 24-0 29 32 14-3 Pv GI Route 18 BL 1.0490 0=24.10 8.94 C=120 0.183678 4-4 Pf 6.86 217 22-6 q=24.10 K=5.6 18.51 _ Spr(-18.51), fd(24-0) 33-0. Pe -1.16 2040 25-2 24.22 2E(2-0), T(5-0) 37-4 Pv BL 1.6100 0=48 77 7.69 0=120 0.084056 10-0 Pf 0.84 2040 25-2 24.22 Pe 2041 25-2 25.06 j 10-0. Pv BL 2.0670 0=73.70 7.05 C=120 0.053424 10-0 Pf 0.53 2041 25-2 25.06 Pe 2037 25-2 25.59 10-0 Pv Gar Route 19 BL 1.0490 0=24.56 9.12 C=120 0.190331 2-11'4 Pf 1.32 218 22-6 q=24 56 _ K=5.6 19.24 Spr(-19.24) 4-0 Pe -0.94 2036 24-8 19.62 2E(2-0) 6-1114 Pv GO Route 20 BL 1.0490 0=24.68 9.16 C=120 0.191991 1-9 Pf 5.71 219 22-6 q=24.68 _ _ K=5.6 19.42 Spr(-19.42), fd(24-0) 28-0, Pe -1.16 2042 25-2 23.98 2E(2-0) 29-9 Pv BL 1.6100 0=24.68 3.89 0=120 0.023835 10-0 Pf 0.24 2042 25-2 23.98 _ ' Pe 2040 25-2 24.22 10-0 Pv Route 21 BL 1.0490 0=24.92 9.25 0=120 0.195528 1-9 Pf 6.40 220 22-6 q=24.92 K=5.6 19.81 Spr(-19.81), fd(24-0) 31-01 Pe -1.16 2041 25-2 25.06 E(2-0), T(5-0) 32-9' Pv GO Route 22 © M.E.P.CAD, Inc. illAutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:15AM Page 7 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.0490 0=25.73 9.55 C=120 0.207386 2-3 Pf 6.90 221 22-6 q=25.73 K=5.6 21.11 Spr(-21.11), fd(24-0) 31-0 Pe -1.16 2028 25-2 26.85 E(2-0), T(5-0) 33-3 Pv o Route 23 BL 1049_0 0=25.76 9.56 C=120 0.207789 3-5 Pf 8.81 222 22-6 q=25.76 K=5.6 21.15 Spr(-21.15), fd(24-0) 39-0 Pe -1.16 2043 25-2 . 28.81 3T(5-0) 42-5 Pv BL 1.6100 0=25.76 4.06 C=120 0.025796 10-0 Pf 0.26 _ _ , 2043 25-2 28.81 Pe 2044 25-2 29.07 10-0 Pv 2.0670 0=25.76 2.46 C=120 0.007640 16-7 Pf 0.20 _BL _ 2044 25-2 29.07 10-0 Pe 2045 25-2 29.27 T(10-0) 26-7 Pv BL 2.4690 0=25.76 1.73 C=120 0.003215 1-2 Pf 0.04 2045 25-2 29.27 12-0 Pe 0 51 2007 24-0 29.82 P0(12-0) 13-2 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) II C Value Multiplier / Actual Inside Diameter \ 4 87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 1` Schedule 40 Steel Pipe Inside Diameter J = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow - Eel 11'% Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPR INK® VR7 v7.1.7 04/11/2011 11:15:15AM Page 8 Hydraulic Graph Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Supply at Node 1 100 . 90 80 Statim c Pre.. ssure ., 70 1 60 Q v 50 519.38 @ 52.44 769.38 with hose streams a cnN N 40 30 System demand curve 20 10 0-1111i_111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1) 1 1 1)) 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1_1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Mydraultc GrapM1 Supply at Node 1 Static Pressure 80.00 Reeaual Pressure - 1500.00 @ 73.60 Available Pressure © time of 78.14 @ 769.38 System Damara 519.38 @ 52 44 System Demand Onchain9 Moa. Anew...) 769 38 @ 52.44 (, ©M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:22AM Page 9 Normal Operation: Controller Current Auxiliary Output Current: SHP PRO Battery Calculation Form Version 3.1 Back Up Hours required: [24, 60 or 90 Hours (FM Only)] 0.135 A 0.080 A Total Normal Current = 0.215 X Alarm Operation: Controller Current: CRM4 [Number of relays modules installed] Output Device Current: Auxiliary Output Current: Power Supplied: Controller Supplied Current: Auxiliary In Current 0.135 A 1 0.040 A 0.148 A A 1 -May -08 24.0 hours = 5.16 A -H 0.192 Total Alarm Current = 0.515 X 5 minutes = 0.0427 A -H Total A -H used = 5.2027 A -H (X1.2 factor) Must xceed I Total Power Required ------> 4.135 A 0.060 A Total Current Supplied = 4.195 Amps 6.2433 A -H Must Exceed Total Battery Pack A -H Available (7 or 18 A -H ) 7 A -H Normal Operation: Controller Current Auxiliary Output Current: SHP PRO Battery Calculation Form Back Up Hours required: [24, 60 or 90 Hours (FM Only)] Total Normal Current = Alarm Operation: Controller Current: CRM4 [Number of relay modules installed] Output Device Current: Auxiliary Output Current: 0.135 A .10 A 0.235 X 0.135 A 2 0.080 A Total Alarm Current = 1.00 A 0.10 A 24 hours = 5.64 A -H 1.32 X 0.083 hours = 0.109 A -H Must Exceed Power Supplied: Controller Supplied Current: Auxiliary In Current Total A -H used = 5.749 A -H (X1.1 factor) Total Power Required > 6.32 A -H 4.135 A A Total Current Supplied = 4.135 Amps Must Exceed Total Battery Pack A -H Available (7 or 18 A -H) 7 A -H NAC Circuit LoadNoltage Drop Calculations Date: 10/25/2010 Job Number: 617S Job Name: Continental Mills NAC Circuit: NAC -1 Device Type 1 Qty. Amps Total Space Age Module A/V devices IAVHORN - LOW 1 0.003 0.003 IAVHORN - HIGH 0.025 0.000 IAVSLM24 - Steady incand. 2 0.096 0.192 IAVFLM24 - Flashing incand. 0.050 0.000 IAVSTR24 - Strobe 0.115 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Combined Device Totals 3 0.195 Voltage Drop - Wire Size (One Way Distance) Feet Resistance Drop AWG 16 - 5.29 Ohms/1000 ft 0.000 0.000 AWG 14 - 3.26 Ohms/1000 ft 175 0.222 0.333 AWG 12 - 2.05 Ohms/1000 ft 0.000 0.000 i ECARO-25 Flow Calculation Software Fike Corporation • ® 1 ke CORPORATION ECARO-25 Flow Calculation Software Version 4.00.0000 Copyright © 2002-2010 Fike Corporation UL Ex4623, FM 3014476 Licensed to ken, E -Squared Systems Results Printed on 10/25/2010 PROJECT INFORMATION Project Name: Project Designer: Project Location: Project Account: Project Description: Project Filename: CONTINENTAL MILLS KB SERVER ROOM 132 C:\Fike\Ecaro files\615S - A Cont. Mills.125 CUSTOMER INFORMATION Company Name: Company Address: Company Phone: Company Fax: Contact Information: E -SQUARED SYSTEMS 10111 S. TACOMA WAY, #D6 TACOMA, WA. 98499 253-284-3707 253-284-3714 615S - A Cont. MiIIs.125 Page 1 ECARO-25 Flow Calculation Software Agent Requirements - Enclosure 0001 (SERVER ROOM 132) Fike Corporation Enclosure Area Enclosure Height Volume Added Volume Subtracted Protected Volume 47.00 ft L X 23.00 ft W 14.66 ft None • None 15847.46 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 8.50 % 8.51 % at 70 °F 70 °F 70 °F 500 ft 466.0 lbs Nozzle Information - Pipe Network 0001 (Pipe Network 0001) Nozzle Number Type Enclosure Name Requested Agent 0101 180° SERVER ROOM 132 233.0 lbs 0102 180° SERVER ROOM 132 233.0 lbs Total Agent Distributed Through Pipe Network: 466.0 lbs Cylinder Information - Pipe Network 0001 (Pipe Network 0001) Cylinder Type Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-270 650 Ib Upright • 1 X 466 lbs No Manifold - - - Fill Density Empty Weight Floor Area Floor Loading 49.4 lbs / ft3 350 lbs 3.14 ft2 250 lbs / ft2 615S - A Cont. MiIIs.125 Page 2 i ECARO-25 Flow Calculation Software Pipe Network Isometric Fike Corporation 615S - A Cont. Mills.125 650 Ib Upright (466.0 lbs) Page 3 ECARO-25 Flow Calculation Software Flow Calculation Input Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation 615S - A Cont. MiIIs.125 Page 4 End Length Elevation Select Pipe Dia Select pipe Sch 90, Thru Side Union Equ Length Cyl Non Type Select Agent SelectStart Orifice 1 2 4.06 ft 4.06 ft 3 in SCH 40 T 26.84 ft 1 2 3 1.00 ft 1.00 ft tin SCH 40 G 3 4 23.08 ft 8.33 ft 2 in - SCH 40 G 5 4 5 12.25 ft 2 in SCH 40 G 1 1 • 4 6 12.25 ft tin SCH 40 G 1 1 , 5 102 0.25 ft -0.25 ft 2 in SCH 40 T 1 180 233.0 lbs 0.5000 in 6 101 0.25 ft -0.25 ft 2 in SCH 40 T 1 180 233.0 lbs 0.5000 in 615S - A Cont. MiIIs.125 Page 4 ECARO-25 Flow Calculation Software Flow Calculation Output Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -5C11 40 30.90 ft 249 psia 244 psia 48.4 lbs/s 2 3 2 -GRV 40 1.00 ft 244 psia 237 psia 48.4 lbs/s 3 4 2 -GRV 40 40.31 ft 237 psia 191 psia 48.4 lbs/s 4 5 2 -GRV 40 24.31 ft 191 psia 188 psia 24.2 lbs/s 4 6 2 -GRV 40 24.31 ft 191 psia 188 psia 24.2 lbs/s 5 102 2 -SCH 40 5.42 ft 188 psia 187 psia 24.2 lbs/s 233.0 lbs 0.5000 in 6 101 2 -SCH 40 5.42 ft 188 psia 187 psia 24.2 lbs/s 233.0 lbs 0.5000 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 4.00.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 10/25/2010 9:20:35 AM System calculated within limits of Fikes UL listing and FM approval 6155 - A Cont. Mills.125 Page 5 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0001 (Pipe Network 0001) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-270 650 Ib Upright 466 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 101 80-050-5000 2 -SCH 40 180° 0.5000 in 102 80-050-5000 1 2 -SCH 40 180° 0.5000 in Pipe List Section Pipe Length Pipe Type 1 - 2 4.06 ft 3 -SCH 40 2 - 3 1.00 ft 2 -GRV 40 3 - 4 23.08 ft 2 -GRV 40 4 - 5 12.25 ft 2 -GRV 40 4 - 6 12.25 ft 2 -GRV 40 5 - 102 0.25 ft 2 -SCH 40 6 - 101 0.25 ft 2 -SCH 40 615S - A Cont. Mills.125 Page 6 ECARO-25 Flow Calculation Software System Acceptance Report Pipe Network Discharge Time Fike Corporation Pipe Network Discharge Time %Agent in Pipe Network Pipe Temperature 0001 - Pipe Network 0001 9.71 s 16.53% 70 °F Enclosure 0001 (SERVER ROOM 132) - Nozzle Performance Nozzle Number Orifice Diameter Agent Requested Agent Predicted Nozzle Pressure 101 0.5000 in 233.0 lbs 233.0 lbs 187 psia 102 0.5000 in 233.0 lbs 233.0 lbs 187 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00 % 8.50 % 8.51 % at 70 °F 8.51 % at 70 °F 615S - A Cont. Mills.125 Page 7 ToI-Brace Seismic Calculations Project Address: Segale Office Building Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 (253) 926-2290 PATRIFP099CF on 2007 NFPA Pamphlet #13 of a txarxf CO" 18100 Andover Park West.A_ Tukwila, WA Job # 11-1764 Calculations based Brace Information Tolco Brace Components Maximum Spacing 3q.0" (9.14 m) - Maximum Brace Length 7' 0" (2214 m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 _ Angle from Vertical 30° Min. — Least Rad. of Gyration 0.421" (11 mm) L/R Value20o Assembly BAR JOIST TOLCO FIG UNIVERSAL BRACE FITTING TOLCO FIG. 1001 FAST CLAMP Detail TOL CO FIG 825 SWAY BRACE ATTACHM ENT 980 SWAY 4 Max Horizontal Load 1227 lbs (557 kg) Force Factor (Cp) 0.5 .i�� Al it Fastener Information Fastener Orientation NFPA Type G _ __ __ Type Fig.825 STEEL PIPE LATERAL BRACE Diameter N/A Length N/A Brace Identification on Plans Lateral Brace Maximum Load 1007 lbs (457 kg) Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 119 lbs (54 kg) 2" Sch.7 Steel Pipe (50.8 mm) 4ft (1.2 m) 8 lbs (4 kg) 1'/z" Sch.7 Steel Pipe (38.1 mm) 192ft (58.5 m) 260 lbs (118 kg) 1" Sch.7 Steel Pipe (25.4 mm) 10ft (3 m) 7 lbs (3 kg) Percentage added for Fittings and Sprinklers 15% 59 lbs (26.76 kg) Total Adjusted Load of all pipe within Zone of Influence 452 lbs (205 kg) {Tol-Brace Version 71 ToI-Brace Seismic Calculations Segale Office Building 18100 Andover Park West Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1764 Lateral Brace NFPA Type G 3" Sch.10 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7'0"(2.14m) 200 30° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence a brand of 1\11E3CO' 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 2" Sch.7 Steel Pipe (50.8 mm) 4ft (1.2 m) 1'A" Sch.7 Steel Pipe (38.1 mm) 192ft (58.5 m) 1" Sch.7 Steel Pipe (25.4 mm) 10ft (3 m) Allowance for I -leads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 452 lbs (205 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) Structural Member Girder Truss 15% Calculations prepared by Bob Forsberg *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Tol-Brace Seismic Calculations Project Address: S_ egale 18100 Tukwila, Office Building 60ft (18.3 m) Patriot Fire Protection ,: 2707 70th Avenue Eastt' Tacoma, WA 98424 -buy (253)926-2290 a brand PATRIFP099CF on 2007 NFPA Pamphlet #13 y _ _ Andover Park West al ";C3' WA 274 lbs (124 kg) Job # 11-1764 Calculations based Brace Information Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 60` 0" (18.29 m) 7' 0" (2.14 m) _ _ Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 1" Sch.40 30° Min. — _ 0.421" (11 mm) -- Assembly TX, ' ray -3 F',* -F V SNA, 1 a=tet' ,11T�r,t{'ll'A 1•7.11:. : Fla -cii 11741,r.41. VAf --_,,_ B'.C.M !Matta T t P "I.C. rG 4t i PFEC_4►/PF+R-a, rr' F:=1.547';(: Detail s, , 't`* zoo 1227 Ibs_(557 kg) _ 0.5 FbsE Al. _ Fastener Information"- PTE,- ..3 _ iF.ZE Fastener Orientation Type Diameter Length Maximum Load NFPA Type D_ _ Fig.825 Across Beam !UFA,' }z —J' —, t N/A N/A 11 1007 lbs (457 k9) Brace Identification on Plans Longitudinal Brace Orientation of Brace Longitudinal Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 60ft (18.3 m) 238 lbs (108 kg) Percentage added for Fittings and Sprinklers 15% 36 lbs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 274 lbs (124 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations Segale Office Building 18100 Andover Park West Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1764 Longitudinal Brace NFPA Type D 3" Sch.10 Steel Pipe 60' 0" (18.29 m) Longitudinal 1" Sch.40 7'0"(2.14m) 200 30° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 160ft (18.3 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 274 lbs (124 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) Structural Member Girder Truss 15% Calculations prepared by Bob Forsberg *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com LONGITUDINAL RIGID BRACE - CLEVIS SUPPORTED PIPE 1R' THROUGH 24' PIPE SIZE 1 SEE STRUCTURAL ATTACHMENTS SECTION t MIN. (45' TYP) DETAI r TOLL© FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT. TK3HTEN UNTIL BREAKOFF BOLT HEAD COMES OFF. (SEE PAGE 11.1) TOLSTRUT A•12 CHANNEL OR SCH. 40 STEEL PIPE LONO(TUQINAL BRACE (SEE PAGE 11.26) (TYP) TOLCO FIG. 4 OR M PIPE CLAMP. INSTALL WITHIN 4' OF SUPPORT HANGER. ROO MAY REQUIRE A STIFFENER. (SEE PAGE 12.4. 12.5) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale Office Building 1st Floor FILE NUMBER: segale office building 1st floor DATE: JUN 25, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13 Light Hazard Shell Office DENSITY: . 15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 273.2 gpm TOTAL WATER REQUIRED (including hose): 523.2 gpm FLOW AND PRESSURE BASE OF RISER Node( 1 ):273.2 gpm @ 52.0 psi SPRINKLER ORIFICE SIZE: 5.6k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE.: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE JOB TITLE: Segale Office Building 1st Floor WA'1ER SUP2th DATA SOURCZ NODE, TAG CITY 80.0 RESID. PRESS. @ (PSI) 73.6 FLOW (GPM) 1500.0 AVAIL. PRESS. (PSI) 79.1 Page 2 BUILDING 1ST FLOOR.SDF TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 523.2 58.5 Required pressure is 20.5 psi (26%) less than available pressure. 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 0.0 DC1 0.0 DC2 0.0 1 0.5 2 3.0 3 3.0 20 11.5 21 11.5 22 11.5 23 11.5 25 11.5 26 11.5 27 11.5 30 12.7 31 12.7 32 12.7 35 12.7 36 12.7 37 12.7 S101 14.0 S102 14.0 S103 14.0 5104 14.0 S105 14.0 S106 14.0 5107 14.0 5108 14.0 5109 14.0 5110 14.0 S111 14.0 S112 14.0 S113 14.0 SOURCE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= K= K= K= K= K= K= K= 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 523.2 GPM 250.0 GPM 0.0 GPM 273.2 GPM PRESSURE (PSI) 58.5 58.4 52.4 52.0 50.9 50.9 44.3 42.8 33.9 29.1 25.6 25.2 25.1 24.3 23.7 23.6 17.0 14.9 14.8 15.4 14.4 13.9 13.8 13.8 13.4 11.6 10.8 10.5 10.4 13.4 11.6 10.8 DISCHARGE (GPM) 273.2 22.0 21.2 20.9 20.8 20.5 19.1 18.4 18.1 18.0 20.5 19.0 18.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S114 14.0 K= 5.60 10.4 18.1 S115 14.0 K= 5.60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 273.2 6.280 PL 12.00 PF 0.1 CITY 0.0 SRCE 58.5 (N/A) 2.8 140 FTG TG PE 0.0 DC1 0.0 0.0 58.4 0.0 0.002 TL 64.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC1 0.0 0.0 58.4 0.0 6.0 psi, 273.2 gpm DC2 0.0 0.0 52.4 0.0 Pipe: 3 273.2 6.280 PL 42.00 PF 0.2 DC2 0.0 0.0 52.4 0.0 2.8 140 FTG 3E PE -0.2 1 0.5 0.0 52.0 0.0 0.002 TL 108.00 PV Pipe: 4 273.2 6.357 PL 2.50 PF 0.0 1 0.5 0.0 52.0 0.0 2.8 120 FTG ---- PE -1.1 2 3.0 0.0 50.9 0.0 0.003 TL 2.50 PV Pipe: 5 0.0 6.357 PL 2.00 PF 0.0 2 3.0 0.0 50.9 0.0 0.0 120 FTG T PE 0.0 3 3.0 0.0 50.9 0.0 0.000 TL 40.00 PV Pipe: 6 273.2 3.260 PL 8.50 PF 2.9 2 3.0 0.0 50.9 0.0 10.5 120 FTG BC PE -3.7 20 11.5 0.0 44.3 0.0 0.066 TL 44.50 PV Pipe: 7 273.2 3.260 PL 12.83 PF 1.5 20 11.5 0.0 44.3 0.0 10.5 120 FTG E PE 0.0 21 11.5 0.0 42.8 0.0 0.066 TL 22.83 PV Pipe: 8 273.2 3.260 PL 116.42 PF 8.9 21 11.5 0.0 42.8 0.0 10.5 120 FTG T PE 0.0 22 11.5 0.0 33.9 0.0 0.066 TL 136.42 PV Pipe: 9 273.2 3.260 PL 72.00 PF 4.7 22 11.5 0.0 33.9 0.0 10.5 120 FTG ---- PE 0.0 23 11.5 0.0 29.1 0.0 0.066 TL 72.00 PV Pipe: 10 273.2 3.260 PL 54.50 PF 3.6 23 11.5 0.0 29.1 0.0 10.5 120 FTG ---- PE 0.0 25 11.5 0.0 25.6 0.0 0.066 TL 54.50 PV Pipe: 11 188.2 3.260 PL 12.00 PF 0.4 25 11.5 0.0 25.6 0.0 7.2 120 FTG ---- PE 0.0 26 11.5 0.0 25.2 0.0 0.033 TL 12.00 PV Pipe: 12 94.0 3.260 PL 12.00 PF 0.1 26 11.5 0.0 25.2 0.0 3.6 120 FTG ---- PE 0.0 27 11.5 0.0 25.1 0.0 0.009 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 84.9 2.185 PL 1.17 PF 0.8 25 11.5 0.0 25.6 0.0 7.3 120 FTG T PE -0.5 30 12.7 0.0 24.3 0.0 0.053 TL 15.17 PV Pipe: 14 94.2 2.185 PL 1.17 PF 1.0 26 11.5 0.0 25.2 0.0 8.1 120 FTG T PE -0.5 31 12.7 0.0 23.7 0.0 0.064 TL 15.17 PV Pipe: 15 94.0 2.185 PL 1.17 PF 1.0 27 11.5 0.0 25.1 0.0 8.0 120 FTG T PE -0.5 32 12.7 0.0 23.6 0.0 0.064 TL 15.17 PV Pipe: 16 84.9 1.710 PL 29.50 PF 7.3 30 12.7 0.0 24.3 0.0 11.9 120 FTG T PE 0.0 35 12.7 0.0 17.0 0.0 0.175 TL 41.50 PV Pipe: 17 22.0 1.049 PL 1.33 PF 1.0 35 12.7 0.0 17.0 0.0 8.2 120 FTG T PE -0.6 S101 14.0 5.6 15.4 22.0 0.155 TL 6.33 PV Pipe: 18 62.9 1.710 PL 8.08 PF 2.0 35 12.7 0.0 17.0 0.0 8.8 120 FTG 2E PE -0.6 S102 14.0 5.6 14.4 21.2 0.100 TL 20.08 PV Pipe: 19 41.7 1.710 PL 10.00 PF 0.5 S102 14.0 5.6 14.4 21.2 5.8 120 FTG ---- PE 0.0 S103 14.0 5.6 13.9 20.9 0.047 TL 10.00 PV Pipe: 20 20.8 1.710 PL 10.00 PF 0.1 S103 14.0 5.6 13.9 20.9 2.9 120 FTG ---- PE 0.0 S104 14.0 5.6 13.8 20.8 0.013 TL 10.00 PV Pipe: 21 0.0 1.710 PL 10.00 PF 0.0 S104 14.0 5.6 13.8 20.8 0.0 120 FTG ---- PE 0.0 S105 14.0 0.0 13.8 0.0 0.000 TL 10.00 PV Pipe: 22 94.2 1.710 PL 29.50 PF 8.8 31 12.7 0.0 23.7 0.0 13.2 120 FTG T PE 0.0 36 12.7 0.0 14.9 0.0 0.212 TL 41.50 PV Pipe: 23 20.5 1.049 PL 1.33 PF 0.9 36 12.7 0.0 14.9 0.0 7.6 120 FTG T PE -0.6 S106 14.0 5.6 13.4 20.5 0.137 TL 6.33 PV Pipe: 24 73.7 1.710 PL 8.08 PF 2.7 36 12.7 0.0 14.9 0.0 10.3 120 FTG 2E PE -0.6 S107 14.0 5.6 11.6 19.1 0.134 TL 20.08 PV Pipe: 25 54.6 1.710 PL 10.00 PF 0.8 S107 14.0 5.6 11.6 19.1 7.6 120 FTG ---- PE 0.0 S108 14.0 5.6 10.8 18.4 0.077 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 36.2 1.710 PL 10.00 PF 0.4 5108 14.0 5.6 10.8 18.4 5.1 120 FTG ---- PE 0.0 5109 14.0 5.6 10.5 18.1 0.036 TL 10.00 PV Pipe: 27 18.0 1.710 PL 10.00 PF 0.1 S109 14.0 5.6 10.5 18.1 2.5 120 FTG ---- PE 0.0 S110 14.0 5.6 10.4 18.0 0.010 TL 10.00 PV Pipe: 28 94.0 1.710 PL 29.50 PF 8.8 32 12.7 0.0 23.6 0.0 13.1 120 FTG T PE 0.0 37 12.7 0.0 14.8 0.0 0.211 TL 41.50 PV Pipe: 29 20.5 1.049 PL 1.33 PF 0.9 37 12.7 0.0 14.8 0.0 7.6 120 FTG T PE -0.6 S111 14.0 5.6 13.4 20.5 0.136 TL 6.33 PV Pipe: 30 73.5 1.710 PL 8.08 PF 2.7 37 12.7 0.0 14.8 0.0 10.3 120 FTG 2E PE -0.6 S112 14.0 5.6 11.6 19.0 0.134 TL 20.08 PV Pipe: 31 54.5 1.710 PL 10.00 PF 0.8 S112 14.0 5.6 11.6 19.0 7.6 120 FTG ---- PE 0.0 S113 14.0 5.6 10.8 18.4 0.077 TL 10.00 PV Pipe: 32 36.1 1.710 PL 10.00 PF 0.4 S113 14.0 5.6 10.8 18.4 5.0 120 FTG ---- PE 0.0 S114 14.0 5.6 10.4 18.1 0.036 TL 10.00 PV Pipe: 33 18.0 1.710 PL 10.00 PF 0.1 S114 14.0 5.6 10.4 18.1 2.5 120 FTG ---- PE 0.0 S115 14.0 5.6 10.3 18.0 0.010 TL 10.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 22. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee R 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -Ell Chk-VA Bfy-Va Gate -v Al-Va 1.710 6.00 12.00 3.00 14.00 4.00 1.00 0.00 0.00 0.00 2.185 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor WATER SUPPLY ANALYSIS 04 0 • r1 0z OW u-) i7 3 0 Cu -H a7 Q 0 -H N -d O O 0 -d 4J ro an a a� N U U • N a) N 0 • 1! • >- m (`") M r G U) N m N a ro a) Lr) min a E N v v ae sa�u) a (1) •H -H a) E ✓ l m 'd to U (1) n aa) a� +� ro u m ✓ 1 Cil -ri U) O >, -H o 7 in 0) U) rt • 0 • • Cr) a) CO FC1. rxLnrC %/ %/ ri N N 0 0 0 O O O co t9 Cr 0 ‹C C7 W a x W an C0 a W -- a m -H --- O O N 0 O 0 N 0 o X — Cr aJ ' CD 0 0 N O — 0 c0 O —0 w O — 0 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale Office Building 2nd Floor FILE NUMBER: segale office building 2nd floor DATE: JUN 25, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13 Light Hazard Shell Office DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 302.0 gpm TOTAL WATER REQUIRED (including hose): 552.0 gpm FLOW AND PRESSURE BASE OF RISER Node( 1 ):302.0 gpm @ 62.0 psi SPRINKLER ORIFICE SIZE: 5.6K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) 80.0 73.6 1500.0 AVAIL. PRESS. (PSI) 79.0 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 552.0 68.6 Required pressure is 10.4 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE CITY DC1 DC2 1 2 3 50 51 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 76 77 78 5201 5202 5203 S204 S205 5206 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 0.0 0.0 0.0 0.5 3.0 3.0 11.5 11.5 26.5 26.5 26.5 26.5 26.5 26.5 26.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 29.5 29.5 27.5 27.5 SOURCE K= K= K= K= K= K= 5.60 5.60 5.60 5.60 5.60 5.60 552.0 GPM 250.0 GPM 0.0 GPM 302.0 GPM PRESSURE (PSI) 68.6 68.4 62.4 62.0 60.9 60.8 55.4 54.2 47.1 44.6 37.1 31.4 25.8 25.3 25.2 24.5 23.6 23.5 16.1 15.9 10.9 10.3 10.0 10.8 10.2 10.0 17.1 16.4 14.2 14.1 13.0 11.8 DISCHARGE (GPM) 302.0 23.2 22.7 21.1 21.0 20.2 19.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5207 29.5 K= 5.60 9.3 17.1 S208 29.5 K= 5.60 8.8 16.6 S209 29.5 K= 5.60 8.5 16.4 5210 27.5 K= 5.60 10.0 17.7 S211 27.5 K= 5.60 12.9 20.1 S212 27.5 K= 5.60 11.7 19.2 S213 29.5 K= 5.60 9.3 17.1 S214 29.5 K= 5.60 8.7 16.5 S215 29.5 K= 5.60 8.5 16.3 S216 27.5 K= 5.60 9.9 17.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 302.0 6.280 PL 12.00 PF 0.2 CITY 0.0 SRCE 68.6 (N/A) 3.1 140 FTG TG PE 0.0 DC1 0.0 0.0 68.4 0.0 0.002 TL 64.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC1 0.0 0.0 68.4 0.0 6.0 psi, 302.0 gpm DC2 0.0 0.0 62.4 0.0 Pipe: 3 302.0 6.280 PL 42.00 PF 0.3 DC2 0.0 0.0 62.4 0.0 3.1 140 FTG 3E PE -0.2 1 0.5 0.0 62.0 0.0 0.002 TL 108.00 PV Pipe: 4 302.0 6.357 PL 2.50 PF 0.0 1 0.5 0.0 62.0 0.0 3.1 120 FTG ---- PE -1.1 2 3.0 0.0 60.9 0.0 0.003 TL 2.50 PV Pipe: 5 302.0 6.357 PL 2.00 PF 0.1 2 3.0 0.0 60.9 0.0 3.1 120 FTG T PE 0.0 3 3.0 0.0 60.8 0.0 0.003 TL 40.00 PV Pipe: 6 302.0 4.260 PL 8.50 PF 1.7 3 3.0 0.0 60.8 0.0 6.8 120 FTG TCB PE -3.7 50 11.5 0.0 55.4 0.0 0.021 TL 79.50 PV Pipe: 7 302.0 4.260 PL 26.46 PF 1.1 50 11.5 0.0 55.4 0.0 6.8 120 FTG 2E PE 0.0 51 11.5 0.0 54.2 0.0 0.021 TL 52.46 PV Pipe: 8 302.0 4.260 PL 15.00 PF 0.6 51 11.5 0.0 54.2 0.0 6.8 120 FTG E PE -6.5 60 26.5 0.0 47.1 0.0 0.021 TL 28.00 PV Pipe: 9 302.0 3.260 PL 11.92 PF 2.5 60 26.5 0.0 47.1 0.0 11.6 120 FTG 2E PE 0.0 61 26.5 0.0 44.6 0.0 0.079 TL 31.92 PV Pipe: 10 302.0 3.260 PL 75.50 PF 7.5 61 26.5 0.0 44.6 0.0 11.6 120 FTG T PE 0.0 62 26.5 0.0 37.1 0.0 0.079 TL 95.50 PV Pipe: 11 302.0 3.260 PL 72.00 PF 5.7 62 26.5 0.0 37.1 0.0 11.6 120 FTG ---- PE 0.0 63 26.5 0.0 31.4 0.0 0.079 TL 72.00 PV Pipe: 12 302.0 3.260 PL 71.00 PF 5.6 63 26.5 0.0 31.4 0.0 11.6 120 FTG ---- PE 0.0 64 26.5 0.0 25.8 0.0 0.079 TL 71.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 214.0 3.260 PL 12.25 PF 0.5 64 26.5 0.0 25.8 0.0 8.2 120 FTG ---- PE 0.0 65 26.5 0.0 25.3 0.0 0.042 TL 12.25 PV Pipe: 14 106.8 3.260 PL 12.25 PF 0.1 65 26.5 0.0 25.3 0.0 4.1 120 FTG ---- PE 0.0 66 26.5 0.0 25.2 0.0 0.012 TL 12.25 PV Pipe: 15 88.0 2.185 PL 1.00 PF 0.8 64 26.5 0.0 25.8 0.0 7.5 120 FTG T PE -0.4 67 27.5 0.0 24.5 0.0 0.057 TL 15.00 PV Pipe: 16 107.2 2.185 PL 1.00 PF 1.2 65 26.5 0.0 25.3 0.0 9.2 120 FTG T PE -0.4 68 27.5 0.0 23.6 0.0 0.081 TL 15.00 PV Pipe: 17 106.8 2.185 PL 1.00 PF 1.2 66 26.5 0.0 25.2 0.0 9.1 120 FTG T PE -0.4 69 27.5 0.0 23.5 0.0 0.081 TL 15.00 PV Pipe: 18 88.0 1.710 PL 27.75 PF 7.4 67 27.5 0.0 24.5 0.0 12.3 120 FTG T PE 0.0 S201 27.5 5.6 17.1 23.2 0.187 TL 39.75 PV Pipe: 19 64.8 1.710 PL 6.25 PF 0.7 S201 27.5 5.6 17.1 23.2 9.1 120 FTG ---- PE 0.0 S202 27.5 5.6 16.4 22.7 0.106 TL 6.25 PV Pipe: 20 42.1 1.710 PL 8.00 PF 0.4 S202 27.5 5.6 16.4 22.7 5.9 120 FTG ---- PE 0.0 70 27.5 0.0 16.1 0.0 0.048 TL 8.00 PV Pipe: 21 21.1 1.049 PL 2.00 PF 1.0 70 27.5 0.0 16.1 0.0 7.8 120 FTG T PE -0.9 S203 29.5 5.6 14.2 21.1 0.144 TL 7.00 PV Pipe: 21A 21.0 1.710 PL 9.00 PF 0.1 70 27.5 0.0 16.1 0.0 2.9 120 FTG ---- PE 0.0 71 27.5 0.0 15.9 0.0 0.013 TL 9.00 PV Pipe: 21B 21.0 1.049 PL 2.00 PF 1.0 71 27.5 0.0 15.9 0.0 7.8 120 FTG T PE -0.9 S204 29.5 5.6 14.1 21.0 0.143 TL 7.00 PV Pipe: 24 107.2 1.710 PL 27.75 PF 10.7 68 27.5 0.0 23.6 0.0 15.0 120 FTG T PE 0.0 S205 27.5 5.6 13.0 20.2 0.269 TL 39.75 PV Pipe: 25 87.0 1.710 PL 6.25 PF 1.1 S205 27.5 5.6 13.0 20.2 12.2 120 FTG ---- PE 0.0 S206 27.5 5.6 11.8 19.2 0.183 TL 6.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 67.7 1.710 PL 8.00 PF 0.9 S206 27.5 5.6 11.8 19.2 9.5 120 FTG ---- PE 0.0 72 27.5 0.0 10.9 0.0 0.115 TL 8.00 PV Pipe: 27 17.1 1.049 PL 2.00 PF 0.7 72 27.5 0.0 10.9 0.0 6.4 120 FTG T PE -0.9 S207 29.5 5.6 9.3 17.1 0.098 TL 7.00 PV Pipe: 28 50.6 1.710 PL 9.00 PF 0.6 72 27.5 0.0 10.9 0.0 7.1 120 FTG ---- PE 0.0 73 27.5 0.0 10.3 0.0 0.067 TL 9.00 PV Pipe: 29 16.6 1.049 PL 2.00 PF 0.6 73 27.5 0.0 10.3 0.0 6.2 120 FTG T PE -0.9 5208 29.5 5.6 8.8 16.6 0.092 TL 7.00 PV Pipe: 30 34.0 1.710 PL 8.00 PF 0.3 73 27.5 0.0 10.3 0.0 4.8 120 FTG ---- PE 0.0 74 27.5 0.0 10.0 0.0 0.032 TL 8.00 PV Pipe: 31 16.4 1.049 PL 2.00 PF 0.6 74 27.5 0.0 10.0 0.0 6.1 120 FTG T PE -0.9 5209 29.5 5.6 8.5 16.4 0.090 TL 7.00 PV Pipe: 32 17.7 1.710 PL 8.00 PF 0.1 74 27.5 0.0 10.0 0.0 2.5 120 FTG ---- PE 0.0 5210 27.5 5.6 10.0 17.7 0.010 TL 8.00 PV Pipe: 33 106.8 1.710 PL 27.75 PF 10.6 69 27.5 0.0 23.5 0.0 14.9 120 FTG T PE 0.0 S211 27.5 5.6 12.9 20.1 0.267 TL 39.75 PV Pipe: 35 86.7 1.710 PL 6.25 PF 1.1 S211 27.5 5.6 12.9 20.1 12.1 120 FTG ---- PE 0.0 S212 27.5 5.6 11.7 19.2 0.182 TL 6.25 PV Pipe: 36 67.5 1.710 PL 8.00 PF 0.9 S212 27.5 5.6 11.7 19.2 9.4 120 FTG ---- PE 0.0 76 27.5 0.0 10.8 0.0 0.114 TL 8.00 PV Pipe: 37 17.1 1.049 PL 2.00 PF 0.7 76 27.5 0.0 10.8 0.0 6.3 120 FTG T PE -0.9 S213 29.5 5.6 9.3 17.1 0.097 TL 7.00 PV Pipe: 38 50.5 1.710 PL 9.00 PF 0.6 76 27.5 0.0 10.8 0.0 7.1 120 FTG ---- PE 0.0 77 27.5 0.0 10.2 0.0 0.067 TL 9.00 PV Pipe: 38A 16.5 1.049 PL 2.00 PF 0.6 77 27.5 0.0 10.2 0.0 6.1 120 FTG T PE -0.9 S214 29.5 5.6 8.7 16.5 0.092 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 33.9 1.710 PL 8.00 PF 0.3 77 27.5 0.0 10.2 0.0 4.7 120 FTG ---- PE 0.0 78 27.5 0.0 10.0 0.0 0.032 TL 8.00 PV Pipe: 40 16.3 1.049 PL 2.00 PF 0.6 78 27.5 0.0 10.0 0.0 6.1 120 FTG T PE -0.9 S215 29.5 5.6 8.5 16.3 0.089 TL 7.00 PV Pipe: 43 17.6 1.710 PL 8.00 PF 0.1 78 27.5 0.0 10.0 0.0 2.5 120 FTG ---- PE 0.0 S216 27.5 5.6 9.9 17.6 0.010 TL 8.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.153 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 24. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee R 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -E11 Chk-VA Bfy-Va Gate -v Al-Va 1.710 6.00 12.00 3.00 14.00 4.00 1.00 0.00 0.00 0.00 2.185 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor WATER SUPPLY ANALYSIS a] a) a a tri) tP a 0 U N o (I) c> • • • • >. -t U) N 7 N H u) n • a ro $ tn a u I) a] a N u) (] rl • m "O u) U a) .n a a) a $+ ,-) rl • 0 •H Hi 0 >. --1 0 0 l9 u] V) rt • tr • o m co %/i %// N o O 0 0 0 O 0 0 O 0 co l0 N c94 ow arzwv m cow---o.u]-1— 0 0 0 N 0 O z fi CD 0 o N O — O — 0 0 a WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs Jose A. Buitrago Senior Field Representative/ Plan Review jose.buitrago@wsrb.com 206.273.7157 June 29, 2010 PLAN SHEETS 1-3 of 3 SUBJECT Segale Office Building 18100 — Andover Park W. (Segale Park Drive A) Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinlder equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Extend sprinlder protection throughout roof spaces or provide written certification that the roof deck assembly meets specifications of an UL -classified fire -resistive roof assembly design. 4. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB. 5. Provide a variable pressure alarm valve and outside water motor alarm gong. 6. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 7. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 8. Hangers should be installed according to UL listing and as specified by NFPA 13. 9. Extend sprinlder protection to all areas including exterior eaves, s with combustible materials, and to roof skylights. s, canopies, concea -d s.aces Ei • / f t C �.� ENING BUREAU Serving the Property and Casualnsticf(dl►`dt jr)nc'i�� J� LS L��orii,f,,..(0�•� \NAV thlF 4 .iJ'8cll 10( Gi:, s?,d io( 02/09/2012 12:19 FAX 2537350113 FIRE SYSTEMS WEST Fire Systems West, Inc. 0 001/001 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 February 9, 2012 Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA. Attention: Fax: Reference: Narrative: Al Metzler (206) 575-4439 Remove/reinstall on sprinkler system. Continental Mills south bldg, 18100 Andover Park W, Tukwila, WA. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. GLY is replacing a stair this weekend at Continental Mills south bldg. They are having us remove piping beneath the stair this evening so they can demo existing stair and replace it over the weekend. We will return Sunday AM to replace the heads under the new stair. Sincerely, Thero ' Davis Asst. Service Manager Accepted By: Shut Down number: Title: Date: Phone: ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS.. 2) WIRING RUNS INDICATED ON PRINTS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO BE EXACT CONDUIT RUNS. WIRING SHOULD BE REROUTED TO MEET FIELD REQUIREMENTS BY INSTALLING ELECTRICAL. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE PROTECTION CIRCUITS (MOST FIRE DETECTION CKT'S ARE NEC CLASS 3) 4) FIRE SUPPRESSION DEVICE WIRING IS REQUIRED TO BE IN CONDUIT PER NFPA 2001. OPEN FIRE ALARM CABLE IS NOT PERMITTED. ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, LOW/MID CAPACITANCE FIRE ALARM CABLE. 5) CONVENTIONAL FIRE DETECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. ADDRESSABLE CLASS "B" FIRE DETECTION SIGNALING LINE CIRCUITS (SLC) MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM PLANS. 6) OBSERVE POLARITY OF ALL FIRE DETECTION WIRING. POLARITY SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, GROUNDS, & PROPER END OF LINE RESISTOR (ELR) VALUES BEFORE SCHEDULING E—SQUARED FOR SYSTEM CHECK OUT. DOCUMENT CIRCUIT READINGS AND PRESENT TO E—SQUARED TECHNICIAN UPON INITIAL ARRIVAL ON SITE. PROVIDE E—SQUARED A MIN. OF 1 WEEK NOTICE PRIOR TO CHECK OUT. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER OTHER (NON—FIRE DETECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 120VAC POWER BY OTHERS. 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A REPRESENTATIVE FROM E—SQUARED IS PRESENT. FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 21/16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. DESIGNATES DETAIL NUMBER DESIGNATES DRAWING NUMBER WHERE DETAIL IS LOCATED. A DASH REPRESENTS THE SAME SHEET. DETAIL EFERE\CE GENERAL NOTES: 1) NOTIFY E—SQUARED SYSTEMS OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. 7) FIELD DETERMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, FIRE DAMPERS, ELEVATOR CONTROLS, &. FAN CONTROLS.) Without. Comments g As Noted in Red C7 Per The Attached Letter These plans have been reviewed by The Tukwila Fire PrQvention Dureao fnr conformance with current City ndards, Acceptance is subject to errors and :fissions which do foot authorize violations of adopted :dards and ordirt ariees. The responsibility for the .'quacy of design re.tsts totally with the designer, r -itions, deletions or revisions to these drawings;alter this date will void this acceptance and will require a resubrrilttel of revised drewings.for subsequent approval. Firi4i•accePtance is subject to geld test and inspection by The Tukwila Fire Prevention Bureau. Date: 7- DESIGNATES NODE NUMBER. t214KWiLA FIRE DEPARTMENt Please call: 575-4407 and give this job No. IQ -F ).L1 and exact address for shuti down or restoration approval, 4Z1.34-01 11 veru k. r� uhf 0'l_l e 6lr �► FAL ' c i V Gv,'Y io vY tti KR.., FLOW CALCULATION \ODE POI\ T REFEE\CE ok dea;cu144 --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, tr SILL OF MATERIALS (30V ITEM SYM EXIST. NEW PART NUMBER MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING ALARM OUTPUT CONTACTS TO BLDG. FAP TROUBLE OUTPUT CONTACTS TO BLDG.. FAP HORN/BLUE LIGHT - SLOW PULSE HORN/BLUE LIGHT - FAST PULSE HORN/BLUE LIGHT - STEADY RELEASE SIGNAL TO PRE -ACTION SOLENOID 1 (•sR- �X 1 10-063-1—R1 SHP PRO SUPPRESSION CONTROL PANEL (SCP) FIKE WALL / SURFACE 2 1 10-2204 CRM4 RELAY MODULE FIKE IN SRP 3 X 2 WKAl2-7.5F 12VDC-7.5AH BATTERY . WERKER IN SRP 4 1 10-2748 IRM • IMPULSE RELEASING MODULE FIKE 4" SQ x 2.5" DEEP 5 6 63-1024 SLR -24V PHOTOELECTRIC SMOKE DETECTOR FIKE ON BASE 6 6 67-1034 — 6" DETECTOR BASE FIKE 4" SQ. OR 4" OCT. 7 CA 1 10-1638 — MANUAL RELEASE PUSH BUTTON FIKE 4" SQ. W/ 2—GANG RING 8a X 1 10-1642 — KEYED ABORT SWITCH FIKE 4" SQ. W/ 2—GANG RING 9 466# HFC -125 — ECARO AGENT FIKE IN CYLINDER 10 EA X 1 70-279 IVO IMPULSE VALVE OPERATOR KIT FIKE MOUNTS ON CYLINDER X. 11 0) X 1 70-156 C1 650 LB ECARO CYLINDER FILLED W/ 466 LB. FIKE VERTICAL MOUNT / WALL 12 —•D 2 80-050-5000 101, 102 2" 180° ECARO NOZZLE FIKE ON DISCHARGE PIPING 13 — 14 ABORT SWITCH • 1 02-10313 — ENTRANCE A/V WARNING SIGN (BLUE LIGHT) FIKE ON WALL 15 X' 1 02-10314 — ENTRANCE DOOR WARNING SIGN FIKE ON WALL 16 1 02-10309 — EXIT A/V WARNING SIGN (HORN/BLUE LIGHT) FIKE ON WALL 17 1 02-10312 — MANUAL RELEASE IDENTIFICATION SIGN FIKE ON WALL 18 1 02-10310 — ABORT STATION IDENTIFICATION SIGN FIKE ON WALL 19 20 2<CA 1 IAVHORN – • MINI HORN MODULE SPACE AGE ELECTRONICS – 21 1 IAVSLM24–B – 24VDC STEADY INCANDESCENT LIGHT W/ BLUE LENS SPACE AGE ELECTRONICS – 22 1 IGP2R • – 2 GANG RED PLATE SPACE AGE ELECTRONICS – 23 1 IGB2R - 2 GANG BACK BOX SPACE AGE ELECTRONICS SURFACE 24 FCA • 1 IAVSLM24–B – . 24VDC STEADY INCANDESCENT LIGHT W/ BLUE LENS SPACE AGE ELECTRONICS • – 25 . 1 IGP1R - • 1 GANG RED PLATE SPACE AGE 'ELECTRONICS –• 26 . 1 • IGB1R – 1 GANG BACK BOX SPACE AGE ELECTRONICS SURFACE 27 28 • 1 R2OE – 24VDC AUXILIARY RELAY W/ ENCLOSURE SYSTEM SENSOR • SURFACE 29 30 31 32 33 MOUNT AGENT RELEASE LIGHT ABOVE DOOR. FO NcA 88" 6'-0" CA SCP 4'-0" ///////////////////////////////////// EQUIPVIE\T IVOUNTI\G DETAIL SCALE: • NTS NOTES: 1. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. 1 INPUTS RESPONSES FIKE SHP PRO SUPPRESSION CONTROL PANEL MATRIX OF EVENTS X = DESIRED RESPONSE. 0 = UNDESIRED RESPONSE A = ABORT RESPONSE TD = RESPONSE AFTER TIME DELAY POWER ON (LED) ALARM (LED) TROUBLE (LED)• DISCHARGE TIME DELAY ACTIVATION (30 SEC.) SUPPRESSION AGENT DISCHARGE ALARM OUTPUT CONTACTS TO BLDG. FAP TROUBLE OUTPUT CONTACTS TO BLDG.. FAP HORN/BLUE LIGHT - SLOW PULSE HORN/BLUE LIGHT - FAST PULSE HORN/BLUE LIGHT - STEADY RELEASE SIGNAL TO PRE -ACTION SOLENOID HVAC & DAMPER SHUTDOWN SYSTEM NORMAL �X TROUBLE CONDITION X X MANUAL RELEASE SIGNAL •• X X X X X X SEQUENTIAL DETECTION - 1ST ALM. X . X X X SEQUENTIAL DETECTION - 2ND ALM. X X. TD X X TD X ABORT SWITCH • X A A X' A PAID NOV -4 2010 TUKWILA FIRE 4-09db l /5-7,P" ro d - r0 00 n 0) In < °o • N M N J -I X 0 c O w Q IN • u) M N I N r' W X N 0 m oa. ISSUE COMMENTS ISSUED FOR APPROVAL z m 1 0 0 CNI 0 W0 SCALE: NTS _(/0 ) LLl (Y 0 (r) m W (f. (11 0 J - Q M J LLI Z N LLI Z � z O fn LIJ riY Lil 18100 ANDOVER . PARK WEST, BLDG:101 oo 03 Cn TUKWILA, WA. JOB #617S P-01 1 OF 5 15 •_ EOL HVAC 40" DEEP BEAM 1A EOL 650# CYL. FILLED W/ 466# ECARO 3A,1B.1C 3A,1B.1C 1A -'1A" DEEP BEAM 27" DEEP BEAM HVAC -- 1 A, C 3A,1B.1C 3A,1B.1C 2B EOL EOL 2A 1A ECAO SUPP ESSIO\ SYSTEV r_ :=..._ ELECTRICAL PLA\ SCALE: 1/4"=1'-0" ELR SEQUENTIAL DETECTION ©n ©n ©n ©n ©n 6 ELR ELR qdd+essa.� rtcycJ ALARM & TRBL. SIGNALS TO BUILDING FIRE ALARM SYSTEM 1A 1A 1A 1B 1 120VAC W/EARTH GROUND DEDICATED BREAKER BY SITE ELEC. CONTRACTOR SCP FIKE SHP PRO 1D NAC -1 ELR Q HVAC UNIT SHUTDOWN RELAY EA CYLINDER ELECTRIC ACTUATOR 1D PRE—ACTION SOLENOID SUPPESSIO\ SYSTE �ISE� DIAGA CEILING STRUCTURE CEILIR /11//1/1//// DETECTOR G DETECTOR N SCALE: NTS /////22_ JUNCTION BOX OUNTING DETAIL SCALE: NTS FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. ISSUE COMMENTS ISSUED FOR APPROVAL z m t'- 0 O_ 1 O W O SCALE: NTS. SUFPPRESSION SYSTEM W LL J W U W _J W LU (f)O (1) Q Q � U J W zN r -r-) 0 ry z . 0 . (Y W L1J 18100 ANDOVER PARK WEST, BLDG. TUKWILA, WA. 98188 JOB #617S FP -02 2.OF 5 CHANNEL OR EQUAL DISCHARGE PIPING "UNI -STRUT PIPE CLAMP OR EQUAL PIPE HANGER DETAIL SCALE: NTS • BEAM --r- BEAM CLAMP ALL -THREAD ROD RING HANGER PIPE PIPE HANGER DETAIL 2 40" DEEP BEAM SCALE: NTS 650# CYL. FILLED W/ 466# ECARO 14' _g" SUPPRESSION SYSTEM NOZZLE & PIPING.` 12'- I HVAC _.___.._._......_...._ HVAC HVAC ° CONC. CEILING • OVER METAL DECK 11'-2' SCP 24". DEEP BEAM 27" DEEP BEAM 180' NOZZLE, TYP. 2 PL. 14'-8" CEILING. OPEN TO STRUCTURE. CONC. OVER METAL DECK. ECAO SUPPESSIO\ SYSTEV PIH \G PLA\ SCALE: 1 /4"=1'-0" N SECTIO\ A -A SCALE: 1/4" 2", 180' NOZZLE 80-050-5000 6' 2'-0"(2") 50.6" APPROX. 28". -24" 0.D. 1°l 3" VICTAULIC NIPPLE (GROOVED X THREADED) VICTAULIC COUPLING P1000 CHANNEL UNISTRUT CONTAINER MOUNTING STRAP (PN 70-1384) FINISHED FLOOR 12'-0"(2") 650# CYLINDER DETAIL 12'-0"(2") 12'-6"(2") USE VICTAULIC FITTINGS AND GROOVED PIPE EXCEPT AT NOZZLE DROPS ALL UNSPECIFIED PIPE LENGTHS ARE TO BE 3" NIPPLES. SEE NOTES. C1 ECARO PIPING ISOIV ETRIC SCALE: NTS SCALE: NTS <6> 2", 180' NOZZLE 80-050-5000 =9"(2") 6'-4"(2") 1- 6"(2„) „0„,,-- 3” TO 2” RED. C3 -650# CYLINDER FILLED W/466# OF ECARO N 00 rn N 00 CN N X Li. N 0 N 00 N M lo N 0 ISSUE COMMENTS ISSUED FOR APPROVAL z m 0 O U') O O SCALE: NTS FRE SUPPRESSION SYSTEM C!) J Imo-- LLJ 0 o z J U z LW uJ 1 r (r) o U) (1)0 J J Q M J LLI f-- z W Z H - ,z LLI (%) 18100 ANDOVER PARK WEST, BLDG. TUKWILA, WA. 98188 JOB #6175 FP -03 3 OF 5 PIPING NOTES - ECARO: 1) ALL AGENT PIPING SHALL BE SCHEDULE 40, BLACK OR GALVANIZED SEAMLESS STEEL PIPE OR EQUIVALENT AS SPECIFIED BY NFPA 2001, LATEST EDITION. 2) EXAMPLES OF MATERIALS FOR PIPING AND THE STANDARDS COVERING THESE MATERIALS ARE: FERROUS PIPING, BLACK OR GALVANIZED STEEL PIPE - ASTM A-53, A-106, ANSI B36.10; FLEXIBLE METALLIC HOSE - ANSI B140. NONMETALLIC PIPE, ORDINARY CAST-IRON PIPE, OR STEEL PIPE CONFORMING TO ASTM A-120 SHALL NOT BE USED. 3) EXAMPLES OF MATERIALS USED FOR FITTINGS ARE: MALLEABLE IRON 300# CLASS ONLY - ASTM A-197; DUCTILE IRON 300# CLASS ONLY - ASTM A-395; STEEL - ASTM A-234. GROOVED FITTINGS SHALL BE 500# VICTAULIC STYLE 77 W/ GRADE -E GASKET OR EQUAL. 4) ALL CEILING TILES WITHIN A TEN -FOOT RADIUS OF DISCHARGE NOZZLES SHALL BE SECURELY FASTENED. 5. ALL REDUCTIONS IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, REDUCERS, OR SWAGED NIPPLES. REDUCING BUSHINGS ARE NOT PERMITTED. 6) ALL PIPE AND FITTINGS SHALL BE REAMED AND FREE OF BURRS, VARNISH, SCALE AND OIL, BEFORE AND AFTER ASSEMBLY. ALL PIPE SHALL BE SWABBED WITH SOLVENT. 7) ONLY TEFLON TAPE OR PTFE PASTE SHALL BE USED ON ALL JOINTS. 8) ALL PIPE AND NOZZLE CONFIGURATIONS SHALL BE INSTALLED ACCORDING TO THE FIKE PUBLICATION ECARO DESIGN, INSTALLATION, OPERATION, AND MAINTENANCE MANUAL. 9) ALL UNSPECIFIED PIPE LENGTHS SHALL BE CLOSE NIPPLES. ALL PIPE LENGTHS ARE FROM CENTER OF FITTING TO CENTER OF FITTING. 10) 180/360 DEGREE NOZZLES SHALL BE MOUNTED 6"±2" FROM THE CEILING. 11) 180 DEGREE NOZZLES SHALL BE MOUNTED. 12" MAX. FROM SIDE WALLS. 12) PIPING SHALL BE BRACED AT ALL DIRECTION CHANGES, ALL NOZZLES, AND AT 10' MAX. SPACING. REFER TO ANSI B-31.1 FOR BRACING REQUIREMENTS. 13) ALL PIPE SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR 'A PERIOD OF 10 MINUTES AT 40 PSI. AT THE END OF THE 10 MINUTES THE PRESSURE DROP SHALL NOT EXCEED 20% OF THE TEST PRESSURE. ECARO (HFC -125) SYSTEM NOTES: 1) SYSTEM IS TO BE A ECARO (HFC -125) CLEAN AGENT SUPPRESSION SYSTEM. SYSTEM SHALL BE INSTALLED PER NFPA 2001 & NFPA 72. SYSTEM SHALL CONFORM TO MANUFACTURERS INSTALLATION STANDARDS AND MANUALS. 2) ALL PERSONNEL WORKING WITH THE SYSTEM SHALL BE TRAINED IN THE OPERATION AND SAFETY OF THE REQUIREMENTS. 3) MINIMUM DESIGN CONCENTRATION SHALL BE 8%, AND MAXIMUM SHALL BE 11.5%. DISCHARGE TIME SHALL BE BETWEEN 6 AND 10 SECONDS. ROOM SEALING NOTES: REQUIREMENTS FOR SEALING ROOMS THAT ARE PROTECTED BY AGENT. PROBLEM SOLUTION POROUS CONCRETE ELECTRICAL PANELS OPEN CONDUIT WALL PENETRATIONS CRACKS IN CONCRETE DAMPERS JUNCTION AT WALL & FLOOR PLENUM. LIGHT FIXTURES DOORS PAINT WITH SEALANT 1 -HOUR RATED DUPONT TYPE SEALER DUCT SEALER 1 -HOUR RATED DUPONT TYPE SEALER CAULKING SMOKE DAMPERS ONLY, NO FIRE DAMPERS CAULKING (INSIDE OF ROOM) COMPLETELY WEATHER-STRIPPED WEATHER-STRIPPING, BOTTOM SWEEPS, AND DOOR CLOSERS ARE REQUIRED. HOLDERS REQ'D. IF DOORS ARE TO BE OPEN. THIS IS NOT A COMPLETE LIST. THE ROOM MUST BE SEALED SO AS TO BE VIRTUALLY AIR -TIGHT. E -SQUARED SYSTEMS IS NOT RESPONSIBLE FOR THE SEALING AND INTEGRITY OF THE ROOM. MOUNTING SCREWS (QTY. 4) MOUNTING SURFACE 2.5" DEEP ELECTRICAL BOX P1000 UNISTRUT CHANNEL, SECURE TO WALL SURFACE WITH SUITABLE ANCHORS HEX HEAD CAP SCREW --CONTAINER MOUNTING BRACKET UNISTRUT SPRING NUT NOTE: MOUNTING STRAP TO BE SUPPLIED BY FIKE, ALL OTHER ITEMS TO BE SUPPLIED BY CONTRACTOR. CONTAINER MOUNTING STRAP MOUNTING DETAIL NOT TO SCALE SUPPRESSION SYSTEM. ENCLOSURE TABLE ROOM NAME ZONE CONC. DISCHG. TIME AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE: SERVER ROOM 132 1 8.5% 9.71 1,081 14'8" 15,847 466 101 80-050-5000 0.5000" 102 80-050-5000. 0.5000" ECARO CYLINDER FILL ZONE No. CYL. No. CYLINDER SIZE CYLINDER FILL WT. 1 Cl 650 466 TOTAL 466# -COVER PLATE IRM MOUNTING BRACKET MOUNTING SCREWS (QTY. 2) IMPULSE RELEASING MODULE (IRM) MOUNTING DETAIL NOT TO SCALE TO CYLINDER ACTUATION PORT IMPULSE VALVE OPERATOR MANUAL RELEASE. ACTUATOR WIRE LEADS TO IRM 1/2" FLEXIBLE CONDUIT IMPULSE VALVE OPERATOR (IVO) KIT MOUNTING DETAIL NOT TO SCALE 1 /2" FLEXI BLE CONDUIT CONNECTOR DIN CONNECTOR HFC -125 EXTINGUISHING SYSTEM DISCHARGE ALARM IF ACTIVE DO NOT ENTER P/N 02-10313 MOUNT AT THE 1 ENTRANCE A/V LOCATION: NOT TO SCALE 13" 1 SYSTEM DISCHARGE ALARM HFC -125 EXTINGUISHING SYSTEM DO NOT ENTER AREA DURING OR AFTER DISCHARGE KEEP DOOR CLOSED AT ALL TIMES P/N 02-10314 MOUNT AT THE ENTRANCE DOOR NOT TO SCALE 9" HFC -125 EXTINGUISHING SYSTEM ALARM IF ACTIVE EXIT AREA IMMEDIATELY P/N 02-10309 MOUNT AT THE INTERIOR A/V LOCATION NOT .TO SCALE 0 J J tri 2 1-- (/) >- 0 LU tY U) w N to c. X L 0 N M 03 N CN 0 ISSUE COMMENTS ISSUED FOR APPROVAL z 0 CO 0 0 0 Lu 0 SCALE: NTS z 0 (I) (/) LLI 0 C/)' L.L Cf) • C21 J cJ J z W z LiJ (r) (/) 0 U LiJ TUKWILA, WA. 98188 JOB #617S FP -04 4 OF 5 4.3K EOL • �QO . MOQ W = . UJ = 0(n P(n 0 Z o r 000000 Z ZZ Z 000 1C i �} ;;off ; 4 1\ ! / i \ ''S3 \ \�' 4)— lit / • 1A, . TYP. C 20K EOL — MANUAL RELEASE 20K EOL ABORT SWITCH WATERFLOW CIRCUIT FOR MONITORING BY F.A. CONTR. 0 0 0 r--^Ar-Pg 4.3K EOL •-O 0 z z z -- ZN II CRM4 RELAY MODULE ❑000000000 INSTALL IN POSITION P8 RELAY -4. ABORT RELAY -3 RELEASE RELAY -2 PRE-DISCHG. RELAY -1 ALARM 20K EOL SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. SHP Pro F4 F3 10-063 0 O bsesoondetect circuit 71 / 00000®®0®®0 ® I I DETECT 41 17)7 1 DETECT B2I SWITCH X11 1 1 SWITCH+#21 SWITCH #3 1 !)7 a 4 R89 5 8 7 8 9 10 11 12 13 1 2 3 4 4,• P3 J DIAGNOSTICS O Ras X .'�'0 S Si RELAYOPTIOMODULE Cut for 0 ohm °#2 doted )C, IOA M, 10-22041 circuit ` + ® ® z a O NORMAL OPTIONAL CLASS A x chi. AC INPUT MODULE a ® Z n m O ALARM 10-2450. _ + ® 1 P6 ® " ^ O PREDISCHARGE ®0 2> re O O 0 0 RELEASE ENABLE O It O O1 - ® EOL 1.2K ® z 1 O SUPERVISORY DISABLE + m + ® ® a 0 .,. 0 O O OUTPUTS DISABLED RESET a "' I - P7 a EOL 1.2K ® z � (Din� TROUBLE °' + ® � m � ® "� Z a 0 ° g Vi 11 N '} O PANEL SILENCED SILENCE OPTIONAL CLASS A i3 1 ® S u< ,_ 0 t O ABORT 0 O GROUND FAULT 0 OUTPUT MODULE 10-2448 m 4- a 0 vi Rl $+ 0 44 U' W4 CONFIG SWITCHES O ° O 9„ 1r� 11 x 19 '— 8 + 4V KD11MDee1e00 _ -. P 1 " 0 1 23456789101112 . y+ 0 I,. II o 2r' O V ix o 0 ® p 1i ® 1 Rat 1 2 1 3+ 4- 0 LIMITED 0 0 00®00(.) O 0 AC 10A BATT 10A ,ND 10 10 P1 F1 -2 . AC SECOJCARY BATTERf ®00o I 1 X11 2 X2 4V _As rH2 1Y H1 + ` - BATTERY 12V-7.5AH + - BATTERY 12V-7.5AH 0 Teee 0 7AH to 40AH AC NEUTRAL ) AC LINE ) CHASSIS GROUND (EARTH) CONNECTION CHASSIS GROUND }-Z SHALL BE MADE DIRECTLY TO STANDOFF Fl \ E "/ m IN ENCLOSURE. SHP PRO NOTES: 1. ALL WIRING IS SUPERVISED EXCEPT RELAY AND AUX +24V OUT. 2. DETECTOR CIRCUITS HAVE COUNTING ZONE CAPABILITY. 3. CIRCUITS ARE POWER LIMITED, EXCEPT P1 CIRCUITS. 4. IF USING 0 OHM BASES OR CONTACT CLOSURE DEVICES ON DETECT #1 OR #2, CLIP THE APPROPRIATE 0 OHM JUMPER. 5. EARTH GROUND CONNECTIONS " rI7 " ARE PROVIDED FOR SHIELD TERMINATIONS IF SHIELDED CABLES ARE USED. SUPP ESSIO\ 1B 000 HORN EOL 1.2K 00 BLUE LIGHT IMPULSE VALVE OPERATOR (IVO) KIT 1D (—) (+) 1D PA PRE -ACTION SPRINKLER SOLENOID NOTE: SET DIP SWITCHES FOR CLEAN AGENT & PRE -ACTION SEE MANUAL FOR SETTINGS AND FUNCTIONS. SWITCH -1 OFF SWITCH -7. ON SWITCH -2 ON SWITCH -8 OFF SWITCH -3 OFF SWITCH -9 OFF SWITCH -4 ON SWITCH -10 OFF SWITCH -5 ON SWITCH -11 OFF SWITCH -6 OFF SWITCH-12.ON CONTROL PA\EL (SCP) WHI\G DETAILS SCALE: NTS 24VDC SOLENOID. FM APPROVED RELEASE VALVES GROUP A,B,C,D,E,F, & G. Ivo + BLUE LIGHT RELEASING CIRCUIT EOL, 2.4K —(1a1) - 017E131 emeeme OM 0 0 0 0 +- IVO -+ P 0 CYLINDER C1 IMPULSE RELEASING MODULE (IRM) FIRE ALARM WIRE . TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. r Co rn 1• J - I- r�Q¢ cin 0 a- O w N to D N `r ao �rrj N I N vi WO N m= O 0_ . ISSUE COMMENTS ISSUED FOR APPROVAL - z 0 m 0 0 0 w 0 SCALE: NTS LJ z -J LiJ z J z 0 O cr) d cn o m 00 Q I— 00 (f) W . O) Q E— LtJ cNi °- Q > Z 0 }— O� z JOB #617S FP -05 5 OF 5 2 4 5 6 9 10 11 ... IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained Is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , "All rights reserved". Copyright by SimplexGrinnell 2005 FIANI/AIIMIrwr , SYMBOLS i 1 5 1 BEAM 5 I 5 CLAMP = E 121; Without Comments As Noteo •,!n Re4 • Per The Pcitacrte..: Letter FILE COplif i WET 1 V .:1 ... . Ilia SPECIAL REQUIREMENTS DOMESTIC PIPE SCHEDULE 40 SCHEDULE 80 GALVANIZED PIPE GALVANIZED FI771NGS GALVANIZED MATERIALS SPECIAL FITTINGS F.M. MATERIAL OTHER .40 ITEM SimplexGrinnelVBY OTHERS Hydraulic Reference Point -.4-Eiow Switch (FS) -X1- Gate Valve - N.R.S. (GV) .•tik Fire DeptConn.(FDC) 0 tg Monitor Switch -VI- OS&Y Gate Valve (OS&Y) .4_ Post Indicator Valve (PIV) If Fire Hydrant (3 Way) Line Designation i TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMEI/NO. HAZARD CLASSIFICATION DENSITY GPM/SCI.FT. These plans have been reviewed b,:, The Tukwila Fire HOSE ALLOW. I V/IIIIIWPAVAIIVAIIIN TOTAL SYSTEM REQUIRBENTS STREET WATER CONNECTION ligl TYCO PENDENT for -_,--...th current City TY5237 3/4" K=11.2 155" CHROME CHROME WHITE EXPANSION PLATE 7rPvention Bureau conformana.: 2 .„ _-_IA 1.I ... E. E- _ ° = _ .= LOCK , , c:tE.,.ndards. Acceptance. is subjet-) to errors and ,-i-nissions which do nor authorize violations of adopted - .andards and ordinances. The responsibility for the DRAWN BY: ALAN MAHAFFIE FIG. 69 .- = VIEW A -A , 7--- RETAINING __- =- NUT REQ'D i = STRAP -= = '-"*. 1 o . , ALL THREAD ROD _-Jequacy o -f design rests totally with the designer. tions, deletions or revisions to these drawings after r...Ferti ceforansudbvsieilql ureeqnutiarepparoval. fnvocreeldviistshesidus CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 3/8" FOR PIPE 1" TO 2-1/2" 1/2" FOR PIPE 6" TO 8" .........,......, nsisaudlbaamtcie:wapiitaloi udajecracctwepitntaogns field test and inspection by The Tukwiia Are Prevention Bureau. 440,-, ADJUSTABLE RING -115-Z -1 -r • HANGER , , Date:, HANGER #1 , rilr,' NO SCALE CITY CNTY FM ,..i• -i ',::. 13-EPt-RTMENT .,,,,-,c-:•.,. . ..." 1 -v- - - • I- !..!:_ .14... C411 ,u0 -.57b-4407 and thisBy: 1A -e Pe5-rrritilt No. -- ( 2 1 N/A 1 •••-•• +Earthquake Bracing 1 rli Butterfly Valve -1. 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SCALE 1/8" = 1-0 CONTINENTAL MILLS PO BOX 88176 . 0 2' 4' 8' 16' ' , imi 1 1 SEATTLE, WA. 98138-2176 FIELD / LISTING NOTES GRAPHIC SCALE GENERAL NOTES 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. SITE CONTACT: PAUL PETERSON 2 THE DESIGN CRITERIA FOR THE T.I. AREAS OF WORK IS BASED ON EXISTING PIPE SIZING. PHONE: 206-816-'-7665 2 GROOVED END PIPE FROM 1-1/2" THRU 4" TO BE SCH. 10 PIPE. 1 THE OVER -HEAD SPRINKLER SYSTEM IS EXISTING. 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 3 ALL NEW PIPE TO BE SCH 40 PIPE WITH 125 lb. BLACK CAST IRON FITTINGS OR ' 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) . - GROOVED WITH GROOVED FITTINGS & COUPLINGS, AS SHOWN. SCOPE .. 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. EXISTING SPRINKLERS 4 ALL NEW ARM -OVERS OVER 2-0 SHALL HAVE A HANGER. 1 RELOCATE/ADD (2) SPRINKLERS AND DEMO AS NEEDED IN REMODELED TENANT IMPROVEMENT 6 ALL HANGER RODS TO BE FIELD CUT ALL HANGERS TO BE HANGER #1, UON. ALL HANGERS TO BE INSTALLED IN ACCORDANCE 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS SYMBOL TYPE MFG -5 MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY WITH NFPA #13. AREAS AS SHOWN ON PLAN. PAID * SSP TYCO EC -11 11.2k 3/4" 155° CHROME CHROME 143 6 ALL DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA AND THE 2015 0 SSP TYCO -TY-FRB 5.6k 1/2" • 155* CHROME CHROME #13 42 APR 16 CITY OF TUKWILA. z CONCEALED TYCO ELOC 11.2k 3/4" 160° BRASS CHROME 7 , ' TUKVVJLA FIRE ... IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained Is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , "All rights reserved". Copyright by SimplexGrinnell 2005 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS HYDRAULIC DESIGN DATAABBREVIATIONS AC - Above Finished Ceiling AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Beam BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Purlin HV - Hose Valve NIC - Not in Contract N'fS - Not to Scale OBJ - Open Bar Joist SP - Standpipe TOB - Top of Beam TOP - Top of Purlin TOS - Top of Steel UON - Unless Otherwise Noted WET SYSTEM TYPE DELUGE SPECIAL REQUIREMENTS DOMESTIC PIPE SCHEDULE 40 SCHEDULE 80 GALVANIZED PIPE GALVANIZED FI771NGS GALVANIZED MATERIALS SPECIAL FITTINGS F.M. MATERIAL OTHER .40 ITEM SimplexGrinnelVBY OTHERS Hydraulic Reference Point -.4-Eiow Switch (FS) -X1- Gate Valve - N.R.S. (GV) .•tik Fire DeptConn.(FDC) 0 tg Monitor Switch -VI- OS&Y Gate Valve (OS&Y) .4_ Post Indicator Valve (PIV) If Fire Hydrant (3 Way) Line Designation MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMEI/NO. HAZARD CLASSIFICATION DENSITY GPM/SCI.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIRBENTS STREET WATER CONNECTION N/A TYCO PENDENT EC -11 TY5237 3/4" K=11.2 155" CHROME CHROME WHITE EXPANSION PLATE ' ') 2 GPM PSI AT DRY PREACT1ON DRAWN BY: ALAN MAHAFFIE UNDERGROUND WATER MAINS N/A CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 SHEET NUMBER: FFD -1 SHEET 1 OF 1 , CITY CNTY FM EXCAVATIONS N/A 1 •••-•• +Earthquake Bracing 1 rli Butterfly Valve -1. Thrust BlockAPPROVALS 2 --,-. Hanger XI Alarm Valve (ALV) + Key Gate Sectional Valve BACKFILL N/A 3 iCA-I Main Designation -4i- Union -I- with Roadway Box WIRING N/A -4:1„Electric Bell --g Screwed Cap om Fire Hose Assembly .13.1 of Pipe Below Bottom of Deck --i) Grooved Cop -.4k.., Water Motor Gong (WMG) -4 Screwed Plug -CA Wafer Check Valve -t, Inspectors Test +12'-4" ¢ of Pipe Above Ref. Plane -r-.J- Swing Check Valve -3- Globe Valve --41- Grooved Coupling 0.0w)c 0.404) Elevation Change in Pipe -111-- Flanged Connection -4.T4444. Fire DeptConn.(Standard)(FDC)-ce Angle Valve 4 OUT IN PAINTING N/A 5 OUT IN WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOWNG OUT IN TEST LOCATION: (not thru floor) e System Riser TTT-FIre DeptConn.(Flush) (FDC) * Dry Pipe Valve - TOTAL THIS SHEET - 2 BY: TEST DATE: OUT IN 2 3 6 7 8 9 10 a,a,/ 11 12 'twice I Fire & Simplexerinnell Security 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL 12 FAX: 206-291-1500 ALL RIGHTS RESERVED REVISIONS — SEE FLAGGED AREA ON PLAN TI WORK PER CONTRACT ON: >- co M < W < 0 t,t2- I tr) T .4- ci z to lb r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P. SIMPLL*988BG SYSTEMS t\ \ 11 co ' 12J31/15 Expires Signature M W DESCRIPTION: 2N FLOOR SPRINKLER PIPING PLAN "INENTAL MILLS it LL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE . CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 SHEET NUMBER: FFD -1 SHEET 1 OF 1 , 12 41-11-'• 0 0 (t) ILI _ Li; ,)1:•i 291-0 ' 1 7--I---- - L 11 11 -r CONTINENTAL MILLS TI - SOUTH ANNEX CONSTRUCTION TYPE: IIB OCCUPANCY TYPE: *El' OFFICE APPROXIMATELY 55,534 SQ. FT. 6” DCDA BACKFLOW IN VAULT (EXISTING) (EXISTING) ' 1 1 1 1 1 1 ----"';'4--- r i 1 It 1 1 _1 — F j I SITE PLAN 0 10 211 N SCALE 1'. -1.0' 1 FSW START POINT AT EXISTING6" RISER INSIDE BLDG 1 • ._I 1 41 i I 6 , 1 1 ': 1 ..,..,.,.. .‘' 1 I I 1 I 1 I . . . . I I 1 I -.... ! 1 1 1 1111 11 il 1 1 . '•,,':,,,,,______------ 1,,,,,,, I„ '',''i ___------ ,,,,i,.,.______________ 1 ' 1 1 11 1 1' I11, 1 I;1 I tt 11 1 I I I 1 I '• 1111 ,1 1 11 1 11 11 il 11 - 1 1 t i 11 —_, I . -' 1,-1. 1 1 1 1 1 .-••• 1 1 r 1 1 E I0 C 1 I 11-------- 1 1 11 I 1 1 1 1 1 — — I I 1 1 1 11if1 1 111111 111 1 I I 11 1 1 11 I 11 1 1 1 1111 1 1 1 J„4„ r 77 — + i iI 1 f• 11 1 I 1 - 1 i I 1 I i I H 11 III 1 II !I I, 1111 II 111 II i 1 I i 11 7=====c=== I 1 I 1 i 1 I II cr 1'11 1 I II 1 i iI I I IIII _„. 1 :It -.•-„,' I 1,1 1 i 11 1; =1I1' '''' .l'I'_J""•. . . ”'..".•, :. ..1 -1 1 .11Y 1 4 II 1 1 I 1i I 1 1I I I 1 11 1 I 1 I 1 ii1 III 1 I1 11 ,11 1 1 .. 1 1 ----_11 1 . 1 1. .1 11 11 1 11 11 ' 11 1 1111111 1, II11, IL_/I II - _ ,== 1 1II 1 11 111 1I 11 11 1 11 1 1i1 1I 111 1 j - -I/",, • ' I t1 I1 1 I 11 1, _ 1 -3 r.r 11 ANDOVER PARK WEST 1. A BUILDING CROSS SECTION SCALE: NO SCALE HANGER LEGEND SPRINKLER LEGEND 1 1 , j—1 -3 - --'. -.-.7--.?1 •-•-- 11 — 1 r It__ 11 1 ----__.,-1 1 ------,___ 1I 2 -_ I 1 11 1 i 11 --r1 1 .11 ' --7====---7--7-7-7:7---F--.77„„,--„==.1 il 1 1 1 I 1, 11 •=1 1 1 1 1 1 projetii- 1 1 li1 11 . , . , , . [ 1 . . . , 1 . • . , ...) .....'''...... , 1 1 1 1 r 1 11' 1, 1 ,, 1 1 1 :, 1 1 , 1 1 1 1 . i, 1 i FF -7,::::•-.7::.... 11 1 1 1 111 ----, , 11 11 1 1 1 ) 1 , 1 1 II 1 1 ., 1 I 11 __. _ i ii it 1' , ,' , 1 /I1 111 ",- REVISIONS GENERAL NOTES 11,1 11 11 11 11 11 5" STQRTZFDC (EXISTING) , 1 „ , 1 , 1 , 1 , 1 , 1 , 1 , 1 1 1 1 , 1 1 1 1 1 1 l , 1 , 1 1 , 1, 1 1 1 1 11 , ___.„: ,.._ _____L __m,_,_ _,=, L, 1 1 1 „1 , I 1' 1,1 , DESIGN CRITERIA AND NOTES ,• - I.- k SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE Li '11171-1;1 0 EXT COV PEND TYCO SSP TYCO EC -11 TY -FRB 3/4" K 11.2 UT, 5,6K 3/4" TEMP 155* 155* '• FINISH CHROME CHROME CANOPY CHROME CHROME QUANTITY MK DATE BY A. 10/18110 SH 288 101 DESCRIPTION AS-SUBMETTED TCFI H. F. ,.,„„ 5FRA„-,..:K ET • APPROVALS REQUIRED: AUTHORITY OWNER I ARCHITECT DISTRIBUTION: CITY OF TUKVVILA OWNER/ARCHITECT 0 TOTAL 389 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6) WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13, 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. .PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WM1 NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC1Eu BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE 1, ALL MAIN AND GRIMED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED W/ GROOVED COUPLINGS AND FIIIINGS(UNO), 2. ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED Wf CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 112' PER 10'-0. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED VW 'F' FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT' HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN 7-0 DIRECTION - NO CLOSER THAN 4" TO GRID. .11 111 I I 11 I I 1111 11 11 44 44 ti I 1 I I 1 , 71 1 j 111, 111 11 11 1 .111 11 11,4 ) 144 11 1 11 11 141 1 I I I I 1114 11 141 1 I 11 1, 11 11, 111 14 1 11 11 11 111,141 11 1111 111 1, 44 14 11 1111 11 I I 14 1111 11 1 11 1 I 11 11 14 SCOPE OF WORK FIRE SYSTEMSEST(FSW) WILL PROVIDE A DRY; A WET SPRINKLER SYSTEM AND A STANPIPE COMBO WITH CONTROL VALVES. (1) FLOOR OF TEMPORAY PARKING GARAGE, (1) FLOOR OF SHEEL LIBRARY AND (2) FLOORS OF SHELL SPACE IN A NEW MIXED-USE BUILDING. FSW WILL START WORK AT X" CITY SUPPLIED METERN AT 7-10" ABOVE RISER ROOM CLARIFICATIONS -ALL AREAS PFOTECTED BY A 'NET SYSTEM MUST BE fM1,TAINED EY OTHERS AT W.,IIMUM 40 F -TO REVENT FREEZ!NG EXCLUSIONS -PA .1-T'Ne CP .AEIELING OF FIPF -EECTRICAL WIRING ca7,7- Ar•Y KIND INCLUDING BUT Lit411TED TO VVATERFLOW ELECTRIC; BELL; AND TAMPER SWITCHES -CENTRAL STATION MONITORING EQUIPMENT, WRING AND SERVICES -ALL UNDERGROUND BEYOND 5 FOOT OUT INCLUDING BUT NOT LIMITED TO.BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION, DESIGN CRITERIA PER NFPA 13 AND CITY OF TUKWILA OFFICE WETSYSTEM orol. o. DESIGN DENSITY: 0.15 GPM / 900.00 SF. PER CITY OF TUKWILA AREA REDUCTION PER NEPA 13 SEC, 11,2,3,2.3,1 FOR 10 ET CEILING 4cNik SERVER ROOM PREACTION SYSTEM EIGH-T--HARD rol 5 vr. DESIGN DENSITY: 015 GPM / 150.00 S.F. PER CITY OF TUOVILA UNDERGROUND NOTES 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER VAC 212-80. 2, PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL, 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE), 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR EM APPROVED FOR FIRE PROTECTION. ALL PIPING WITHIN 5-0" OF BLDG TO BE MIN CLASS 52 DUCTILE IRON, 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NEPA 24 (LATEST EDITION). 6. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE III EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION), 7, ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS, - 490 GPM 880 GPM 1,560 GPM 1r - 2,400 GPM 1.7" - 3,520 GPM 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. FLOW TEST INFORMATION FLOW DATA PROVIDE BY; HIGHLINE WA i ER DEPT. STATIC PRESSURE 140 PSI FLOWING: MIN 1500 GPM NOTE: PER HIGHLINE WATER DEPT, DESI RESIDUAL PRESSURE 133.6 PSI SITE SYMBOLS PRESSURE REDUCED TO 80 1:,8 cicE 0 Without Comments TE CI A4 Noted in Red 12 Per The Attached Letter ...se-i5tans:-..ber reviewed by The Tukwila Fire ention 6Ur0E,t: 1zT- c7ferrrince with current City • ndards. Accetan,:e ;t3 sub(,-.1ct to errors and ..nissions vidZitiOrIS of adopted 7•:3ndards and Tr e responslhility for the dequacy of de;:!is-, 1,,tti tile desgner. Addtions, deebb;-:z1-LcLisions to these drawingsOfter this date will void this aci-Iptance and Will require 'a resubmittal of revlsed drawings for subsequent approvah Fina! acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: it— )- By: 1 - I 44 "1p ;[. , SLtpa,f,t9r11-8;r . fl , PIPING BY FSW EXISTING PIPING PIPING BY OTHERS FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE EXISTING FIRE HYDRAW GATE VALVE IN ROADWAY BOX NEW FIRE HYDRANT IIIIKVALA FIRE DEPARTEtRit Please cat!: 575401Z an give this Job Mb )3 and exact address for shut. tslown or restoration aDoroval. • 1 , .„11! 1. Tr. " 1-1.11,11,A1 1 1; ' :Tritand•J711 1 . ' - • • NOME Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ' TN)11'1,-.711',1 • E11.1...11i.4-117,41 , I ,L • .1 : 1•1"•: ' .. • Pioan, " ,, ' „ H - ” , 'V 111.7411-1t6 Sit thE.l if • - „ 4:;:rrr il 4- r I 4. 4:4,1114 trt Fr trter 180t1-4 St Bil.ltig-a JOB SITE, • ."'• • ;Z:.' )7' -.7'. " • , 15r1;1* 1 I • " 4-4- SI,6i .11-and,,S1 VICINITY MAP N,T,S. BUILDING PERMIT # PAID CONTRACT NAME: CONTINENTAL MILLS TI OCT 19 2010 18100 -ANDOVER PARK WEST TUKWILA FIRE TUKWILLA WA 98188 CONTRA.CT WITH: GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 SITE P AN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 Q,C. FAB BY, DESiGNER STEVEN HUFF WA CL# FIRESWI 140B1 DATE 10112/10 Q,C, INSTALL BY: JOB rqumBER 2-10-5712 SHEET 1 OF 3 w x Cr) W {r,t a!) Ctd 0 W 1 Li - LU ryl 0 7,1 0-3 !!, IFNIN11111.43.11111 TO FLOOR DRAIN 1,11111,181 tf.tut..,,,,PriPTErtt;!!!,:ttriti P-!!ZE,44:1_!,VIOLF,V.1 AIR VOLUME: 11.55 GAL 411•11•111 A B D E • I F PREACTION RISER DETAIL SCALE: 1/2"=1-0" PREACTION RISER MATERIAL LIST Item Number QuantitySize Description 4 1 2" Model BB 502 autterball Valve 1 2" 151n9le Interlock Preaction AssemOly wi Model DV -5 Deluge Valve 1 r,./A Model P‘MD-1 All Maintenance. Device 1 ,A1Thrik Mourted Air Compressor !Manufacturer. Tr1 ilwauftee Tyco ry,co Gerteral Riser Tag Riser Tag Design Basis i City of Tukwila Density Design Basis FM Global Density Occupancy: Ordinary Group 1 - Server Room Occupancy: Light Hazard - Server Room Total Sprinklers: 10 Total Sprink3ers: 192 Number of Sprinklers Calculated 10 Number of SbnnKlers Calculated, 10 K -Factor. 5.6' K -Factor: 5.6 Orifice Size:1 0.5 Orifice Size: 0.5 Design Density: 0,159w -111W Design Density; 0.10gprmle Average Density 0.19gprnift" Average Dens4 0.16gprniftl Area of Appltation: 1500.00ft7- (Actual 1071.17ft2) Area of Application: 1500.00ft2 (Actual 1071.17ft2) Demand at Base Of Rlser o• Paint Of Connection @ Node 3 Demand at Base Of Riser or Point Of Connection 02 Node 4 Total Demand Flow(gpm): 199.94 Total Demand Flow(gorr): 167.28 Pressure(p-si) 66.80 Pressure(psi) 4911 4 ) N !UZI r ! 1,1 ,111 - !I RISER DETAIL .11 SCALE: 1/2"=1.-0" I, 9 TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT_ THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYST FIRE -SYSTEMS WESTia ADDING .A.NWOR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WA OE IL ING, LIGHTING AND HVAC LAYOUT AtLW5RKVILL BE DONE WITHOUT AFFECTING THE CA,PABILITY OF THE EXISTING SYSTEM SYMBOL LEGEND R - DENOTES A SPRINKLER HEAD TC BE RELC CATE:. • - :EUoTE P.lNKER -EACI -0 BE '2.LCED '2 EX!-1ING PE - ?.EPRE2Et,:1-3NPA",.-3PR,I,JKLER PIFE 1 corqc DECK - DROP-IN ANCHOR. - - 3/8" HDi-F 11 1 7 3i8" ALL THREAD ROD (4" AND SMALLER PPE) HANGER F HDI -P 12 . •' - : r ( OFFICE 127 1- -CL• I -11 4S_ r - ‘4' +'17-tii. 1---------------- .0 I 1 (11,11L.0.+N: 1 .4.11). Fti :7; 1 f0 I 1/4/77 1 #¼' 4Sc'- ,,, 1 • +---•• :121 1 ,csfA 41/44 - --- • - 1- ! ct, OFEN Tf. - 42, 01' 1 15 14. 1 1 F ER E NC1l= 1/44_17 124 <L., N .../0 --.6-14_,-, -- -- ...P7... .... OFFICE : 1 - -1- _ ia-fr- 119- Nt • Ec.[UIPPv1ENT 1E1r,„1',/ERY 11-.-1 '123 7.- • ® _,. / 1A,4_,T,?rl (7.11FFIC:E 0 i 1/44 1 r : I .;.... I {ZI. .... 0. c) I : :: N# I ''# : = .0...- c$ -TYP t- _,_ -,---_-_, 1.,. --''' 5b • .'- I-- -I\ ''':, ' .? 77 72 "'et* - OFFICE • - 1 N ! 1 r-----7— ',...v,t , 1 ! 1• ! _________________ •1.. A ! i , —F1„ ® ,.--:--..T •-_, .. : _ 1,, 0 LH, ----9 . , . . , . 71*:1` : 1 I1EQUIPMENT ,.,,,,- • 1 , LAB 135 BU1LDING ,:„.• 4-1 RECEIVIN . • .. 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Ni:E) 403 ! -,- , , 11 %;" ! ; : , 1 1 - oz ----„- • -, - , -". --- , ; : N • . i 4-"` - 1 : . IA ,, •:!7.5 0 1,, OCE FFI, lec. .„,., 113 1, • ! '; ! 1 , ,.„ ; '‘.4,!, ''- ,, 1 _,,,1 ,.. ; — - -- LII ---,,X, 1 t • 1-77--- - .-{1--- -- t-- - :;-,-- -- — .-I -- - 15b rck-. ! 1 1 ! lvir , . 71 : ' 1 , - - - L_. me fgpttt, .... L... %.' '1'.--1'1 .! ,-,C7ii (:)44:x7,±,,,E_,,..: , .,...___„ 'T-1071--'(--6FE PENCE ,til • ., ._. Ff4200 TANK E „A T 1 1P 2B 7 (100) 4'7 f 0 -41i r• 11 - • - 1 , 11 • (0 gz; 4? -1009 1(-11F FlC 114- ,f4 1 10 OFF. IC 11 . I N4 I i -...._ -- 114 ! I :!, 1 1-. 1..DFFicE 41 109 1 , , i -J-_1 . : r LEVEL 1 SPRINKLER PLAN , 71 • I I 1/44 475----- HALICc;VAY 102 102 ON F EN:c E tz;10 + 128 1 i ! , 1 ---!FI--- : • N. )1 . 1/441 1 CI) 1 , ' 1 , -.0%1 013NIFER ENi C E •.'.; - - -1- 1 105 - - 4 '6- ' 1 I!t 1 1 tty - EA. 146 '4.11 91-0' 14 IVY.. ....J., 1 , : 370. ' V. 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Vyt t OEMS NM= 11 1,1 ..• •••• • . • ./ 1111114 '1 tes F1C 151 (21:FIFICE OFF1C !DFFicE i. 152 H 153 04 :1 4- 11 %11 1/441;. p,,,56 )",Et„ --.0 1 I H. 154 :0 ......! : , N# L''''''- 'bf 4-4 556 1/4,14' 14. ! -. • • - I - 149 , --IN- ! 1 t.,:ir" 4 rk•1Z1"4-' 1;11' f`f 1" Njr '7'1 OFFICE 55 4•1- ,,#`1z 1 . - FILE 162 tirN 5 41/4' P- 1/44' 01- „ . . :„., -.4----- 1/4 , . ,‘+'" R EC TION,1 041" ±911 MA\ I N E1,.,1 TRY 1,00 2-0 ., --, c5 .. 44 1 ' 7,--1; C ENING .t.1: ...141LCOPY „ 1 1 ...1 tp , 184 '71 , 1. 41/4'4- , . , , 1 . ;11 - ts mom item. ann ima. =Mit HALL4NA1'f ,, 1 , Hirilt 1 •• ' ---111..^: ::, -.__1_ ,a_:„:+7," cc 1 185 _, , 4c7::(),4:4„ ..! a L .11 _ : 4,i , :OFFICE I I 0, ! 7,- , 1 , 1 1 4. i17 : - I -- -,. ' 1:7-..! ' 44 0 ! -.2 [ I ;4(iNF5 7! . • matat ea Wow FLLF 183 g-clz.!N4 MEM OFFCE ' 4:11 186 4- 1 '04 ' OF:11110E 181 1 WC) 10 .;(iii 01' , : b1- , , 44 mkt. a= xsatal thee. norm maw Ira ! • C4' ;, 1- • S# t az- OFFICE rAto'•' 1/4 .44,-••.4, 443' 150 -r1 157 1 ‘• sza' 41/4+ .44 104-014 _4.1/4 1 " TYP OF 'FOE 161 , ! FII 163 op OFF IC E 179 16.4 opt\I 11/1q - % 4.1". '49 74.:1- OFF E 158 'F:1'111 f r ••• OFFICE 159 OFFICE ' 160 41 - 0.;'''' - cc 4,5 40 1) 1.:: cif114 E C.FF-111:C:11-E11;--11-1)-- ' -c• + ,„,,,, ..7, i„,..,71.- - N. ' 1 - 14. ... 1 1,.:1'.--) - 1.5.1 I I • il VIII4 111:''..Il [1,1 , ‹it- Ot 141 1111 Q-4,,Nt ,:•,_:: ,-; ,.11-, 1....;1„)1\IF_Eq.F-:1',.11.„2..17-* 4% -1 [ , 11:2, .. .. , 1 1- i , 1 . ' [11-: • - • -... ; '.. 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A_ E o I E F SCALE: 1/8" = 1"-O" HANGEF LEGEND SPRINKLER LEGEND REVSIONS GENERAL NOTES DESIGN CRITERIA AND NOTES I -F-;iiJi:- SYMBO TYPE FG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY UANTITY MK DATE DESCRIPTION 1-1'1 fA7E-17 717 COV PEN SSP -TYCO TYCO EC -11 TY -FRB 3/4" K= 11.2 1!2, 5.6K 3/4" 112" 155° 155`: CHROME CHROME CHROME 147 CHROME 50 10/18/1 SH AS -SUBMITTED 0) 0-!' ):'1,11"; FE A APPROVALS REQUIRED: DSTRIBUTION: AUTHORITY CITY OF TUKWILA OWNER I ARCHITECT OWNER / ARCHITECT K z -3H1 P TOTAL 197 FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEWAND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13, &PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE W171-1 NFPA 013. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITf OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1, ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED WI' GROOVED COUPLINGS AND F111INGS(UNO), 2, ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED W/ CAST IRON THREADED FITTINGS, 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'.7 AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ FOR FLEXIBLE 5. ALL FIANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN DIRECTION - NO CLOSER THAN 4" TO GRID. 8. EXTENDED COVERAGE HEADS BASED ON THE EXISTING SYSTEM BEING CAPABLE TO SUPPLY THE REQUIRED WATER FfRESSURE BUILDING PERMIT # CONTRACT NAME. CONTINENTAL MILLS TI 18100 ANDOVER PARK WEST TUKW1LLA WA 98188 ONTRACT 'OATH: • GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 LEVEL 1 - SOUTH ANNEX Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL 4 FIRESVII 14081 Q.C, FAB BY: DESIGNER 0.C. INSTALL BY: DATE JOB NUMBER STEVEN HUFF 10/12/10 2-10-5712 SHEET 2 OF 3 170 LU C-5 itJ 1'`A Riser Tag De Kin Basis Occupancy Total Sprinklers: Number of Sprinklers Calculated. K -Factor: Orifice Size: Design Density: Average Density Area of Application - Demand at Base Of Riser or PnintOf Connectrun Total Demand Flow(gpm): Pressure(psi) City or Tukwila Der'_si:V Ordinary Group I - 2nd Floor Office 192 5 11.2 0.75 0.15gprruTt7 0.19gpmifV 900.00W (Actual 9.7,21 ') g Node 4 175.27 47.35 Riser Tag Design Basis Occupancy. Total Sprinklers: Number cf Sprinklers CalnlaterJ K -F actor: Orifice Size: Design Density. Average Density Are of Application; °rnand at Base Of Riser or Poirot Of Connection Total Demand FIow(gprn) Pressure(psi) F,t4'1 Global Density Light Hazard -'2nd Floor Office 192 11.2 0 75 D-1Ogprniff 0.19gpmfft' 1500,00 (Actual 1515,95ft') Node 4 292.14 65.88 RETAINER STRAP STEEL STRUCTURE NUT -- BEAM CLAMP T P h J HArJTI F t HANGER D TOP BEAM CLAMP 10 CIF I"ICE 22,8'; tiCJaf lr"8-414 __)1F-- PIC 225'232 FFIj E • vTFFI'2E OF FE = E 2-45 ;24F'I* I 0 E O.EFIC:'E I t� FIC 08-1T :E 088108 288A 214 2685 OPEN OFFICE SEATING 2551 6.6 OPEN =7FFOE_ p"1FEREt`,.CE 8810.E r.......' , ST_ R A�::_ Il 2�3'M +o I ___. 4744°1 744 - I- CI '''# h •=1 h a N{.?h+- N r BPE, .KFF0C)iv1 X04 ' I 238 I °EFI vE ri _- fir �• h+ 1 ooh} %;TOR,L%.GE I h'1FERENCE 263 I FT)I"8 IK.I 0'c) r';+ 281 I --) a.0NFI Ef L..E &�I2s h }� • =a a' 273 OPE, T£3--- 4.4 O'` N Li O` -f r; .' N. N. ,0`��, I I _FF.CE I?4 203.,. - -7.727- -s - i 00- HI E -_- T; Ot RQ 1 'Hi_ "d E IMM! WPM -- 0F.En,,F C'; FIC 209 OPEN OFFICE I29 40+`` TYP HALLWAY 276 I tzt 1 E I (Fr ON O%�# OFFICE OFFICE OFFICE 21,4 OF FICE 212 '.rFIC:E ':SIF F1 1"E 12071 OFFIC L43 OFFIC E 2761 ' 20!v 205 OFF ICE 2,57 " 1,s} ti Off; e OFFICE _..._ .. I I! 1 Tr l- I' I] --u .1 LEVEL 2 SPRINKLER PLAN SCALE. 178, = 1'-0" LEVEL 2 - SOUTH ANNEX HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES -IFF' 17.--L11.77F. TYPE MFG MODE ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY K DATE BY DESCRIPTION CHROME CHROME 0 1,,.A.1 F TY -FRB CHROME CHROME H' PROVALS REQUIRED: DISTRIBUTION: 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN 41) THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13, 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. S.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC I EU BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. AUTHORITY OWNER / ARCHITECT HC , T TOTAL 192 CITY OF TUKWILLA OWNER / ARCHITECT FIRE SYSTEMS WEST 0 1, ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED Wf GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED W/ CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1!4" PER 1C1-0' AND ALL DRY LINE PIPING TO BE SLOPED AT 1I2" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HETI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN 7-0' DIRECTION - NO CLOSER THAN 4" TO GRID. 8. EXTENDED COVERAGE HEADS BASED ON THE EXISTING SYSTEM BEING CAPABLE TO SUPPLY THE REQUIRED WATER PRESSURE. BUILDING PERMIT # CONTRACT NAME. CONTINENTAL MILLS TI 18100 ANDOVER PARK WEST TUKWILLA WA 98188 CONTRACT NT TH: Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 VVA CLO F 0,0. FAB BY 140E1 0.C, INSTALL BY: DESIGNER JOE NUMBER STEVEN HUFF 2-10-5712 SHEET ER HWD STD PLAN 15 H 147LF-8 DI W FH ASSY PER HWD STD PLAN 9 —1–f°? 00 2 w #1 1\11#$* # \\\8* !?t0 . .1.;.2.;:onC;111\0.[CIN:C.,11:71, C'L'ia\e,3:::::.:.0":.;1;:',V..1)4):,' Ege v...,,a .:.,,,..r,,,,,I.s.D.:epkz-loce. d ue3n. 1.5" SCH 80 PVC SUMP PUMP FORCEMAIN TO CATCH BASIN DDCA (WA Dd'H APPROVED) IN VAULT PER HWD STD PLAN 17 WITI;I SUMP PUMP PER HWD STD PLAN 26 6" PIV 6"x90° BEND (RJxRJ) ROD & MEGA LUG 00 00 HWD STD f P_AN 9 PATRIOT START POINT AT 8"X6 TEE LEFT BY OTHERS 22.33LF 6" DI W TO BLDG. REFER TO FIRE PROTEC -TiON PLANS FOR CONTINUATION. CONNECT 2" HDPE W TO BLDG. REFER TO BLDG PLANS FOR CONTINUATION. 2" HDPE W 6" 90° BEND (RJxRJ) 6" CHECK VALVE IN 4=/ • ;dn ELECTRIC BELL OVIDLD` BY WIRED BY .OTHER i r 0 Y PATRIOT O 0- 28LF-6" DI W 0 la 0 -0 . d d d 25LF-8" DI W r. O XG LiJ FH ASSY PER HWD STD PLAN 9 5" STO R Z x 4'NPT FDC WITH BALL DRI' - DRAIN VALVE 30 Obv.ehww-G! 13.t „cif 7 ii • ' a d I/ / SITE PLAN SCALE: 1" =20' 0 Without Comments fr As Noted in Red Per The Attached Letter • These plans have been reviewed by The Tukwila Fire r-ce+gentian Bureau for conformance with current City st- ndards. 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 subfic' to field test and inspection by The Tukwila Fire Prevention Bureau. Date: "7 13- I v By: Jl ' NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of increased demand r inspectors' schedules are book , -7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsreouestnci fiukvvilp =-a us to schedule your inspections a minimum of -48 hours in advance of the date you want an inspection. 4 ! e -,- 4-e 5-evee, Oc -sr . eve L,v'c S-N/tie otket"T+ Si t -c 4.c coecio,JI t'ro vid R moo•.•: v cot-ws v4 14/ -e. & - e Le, 4- v spr,�kte,r Eh) -h 11 S�r.lher 44- for of E(e✓. �o;�i-w� tJhiess 1 41rw J .'1 ,^' CO w. 1,Zs w; 4', N «/} 13, -15.3 .5 (/‘ / c ` TWAWILA FIRE OEPARTAI i Please call: 575-4407 a1' give this job No. /b S-/3) and exact address _for shuts oown or restoration aoorovat ry . U.G. NOTES 1 THIS SITE PLAN IS FOR PERMIT OF THE 6" FIRE SERVICE FROM THE SITE LOOP INTO THE BUILDING AND THE 4" FDC PIPING INSTALLED BY PATRIOT FIRE. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. 2 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED' PER NFPA 13 & 24. 3 MINIMUM BURY 4'-0". CURRENT FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION 140 PSI 133.6 PSI 1500 GPM HIGHLINE WATER SITE HYDRANT REDUCE THE DESIGN PRESSURE FOR THE SPRINKLER SYSTEM TO 80 PSI PER HIGHLINE WATER HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI—P 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 x Y z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE WAY EARTHQUAKE BRACE 4 - 70 SLINETRUCTE TO CENTER OFURPIPE IN ES SPRINKLER LEGEND Y it N ,_ SPRINKLER ORIFICE SIZES AND TYPE 1- 0 CL F- o w W N )— N 1 5 3 7 1 0 0 1/2' 2 16 8 16 2 SPRAY ©4., ,» 4 17 32 SPRAY0 ❑ O 3/4" 1" _Q / 2' 2 8 16 2 SIDEWALL ® 1. 1" 2 DRY TYPE 0 0 " � O • " STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN z� W -5 Q 165° a O >'i N0 0 VIAldbaditikp 212° 1/2" CD ," 0 286° 1" 1/2' 350° 1" 4 1" 5000 1 /2" 1/2' 4}>" k17.11-41_, APPROVAL REQUIRED r ' do CITY OF TUKWILA tot SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FIrISH TEMP QTY TOTAL QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 UNDERGROUND PIPING DESIGNED PER NFPA 13 & 24. PIPE NOTES ALL UNDERGROUND PIPING TO BE DUCTILE IRON OR OTHER APPROVED MATERIAL. REVISIONS NO DATE BY DESCRIPTION – G/25/20I 0 BF OVERHEAD SPRINKLER SUBMI1TAL CONTRACT WITH: " SEGALE PROPERTIES JUN 30 2D1O 1 P.O. BOX 880 TUKWILA, WA 28 98138 ! UKW LAFIRE STEVE NELSON (253) 575-2000 # (0 01 PROJECT NAME: IP 9 D-7 v. SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE 1 TUKWILA, WA 98138 PATRIFP099CF ATR oT WWW.PATRIOTFIRE.COM FIREi IIi;:"InsTEL 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com • DESIGNER Bob Forsberg SHEET DATE May 18, 2010 FPI JOB NO. 11-1764 OF 3 CB) RAUUC REMOTE AREA THIS 1500 SQ FT AREA HAS BEEN HYDRAUIJCALLY CALCULATED TO A DENSITY OF .15 PM / SQ FT. SYSTEM DEMAND 273.2 GPMO 52.0 I AT THE _BASF OF_RLSER,__NODE_ 1 6 I �l E .sk -C> .J �NQ1 • IMMOO A O B COACH SCREW ROD xl D i . r:; •tI . I-� - - 0 ! M� • ' - ' C co ' ' �� •`1 - W14x22 o X N b W12x40 W14x22 �cd0 W14x22 \W1 x12 , `, SHORT CLIP lr� M ; 4Tf CN • - - . - - < - . 1 ',W1 x12 [� i ' _ / U I �l E .sk -C> .J �NQ1 RISER DETAIL EA) SCALE: g''=1'-0" {Gj �! . RISER LEGEND 1 6" GROOVE FLANGE 2 3" GLOBE SWING CHECK VALVE 3 3" GSP BUTTERFLY VALVE 4 3" POTTER VSR-F FLOW SWITCH 5 4" GLOBE SWING CHECK VALVE 6 4" GSP BUTTERFLY VALVE 7 4" POTTER VSR-F FLOW SWITCH 8 PRESSURE GAUGE 9 2" AGF TEST AND DRAIN. 10 6" PIPE STAND 11 1" DRAIN VALVE 12 6" SYSTEM SENSOR 120v ELECTRIC BELL • IMMOO A O B COACH SCREW ROD D i . r:; •tI . I-� - - 0 C - - • . 0.' M� • ' - ' C co ' ' �� •`1 , r�, . `„ L b • ENV Xd '-----~ H �, --T ...W12x14 SHORT CLIP lr� M ALL THREAD ROD 4Tf Iw12HIAL) • - - . - - 12x1" • ,. - . N . . N f PIPE SPIKE T U V X @ `. \ \ \ FITTING LEGEND \ `♦:,.. \\ ,:. :,•_::: fs ANi .�, F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE \ \ TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE -4--4 - WAY EARTHQUAKE BRACE 28LH1 ram. -9- I SPRINKLER ORIFICE SIZES AND TYPEw ^ o I I • i`I ^ , ^ "" 0 .44 I o 1 'r' 1 \\'�- ;AUT.,- •�i?I•° I '� . I -ar 16 8 16 2 SPRAY .-CSI mj 1" 0I '� -N OI - N j 0 3/4" 4 32 SPRAY 1" C L -lir 3 1 / m 3 jEOD m m m MO a m \ CO :l:r iEAD m C m KO CO 1" m 4 BOD , ^ m ^ m BOD ^ m col TEMP RATING o o �� m =3 Q 165° z Z� O N zo 0 IOC. 0 212° W D Z n 1/2" 1" _ - •c O 286° Na 1^ ® 1/2' tl. Au' 350° 1" 4 1" •-. 6QD Q 500 1/2 io ;cow APPROVAL REQUIRED 4 �z o O X ' .-cam O 1 ..N O , .-N 0 L '� 0 1 '_� 3 0 ; I `_� 0 I .-cl 0 --N O •aV 0 , ••N O , 3 •-cV 0 � O 0 .-N Oco O 2" i I* i CHROME 155' II ^ 28L : /490 O I " I \m ♦,♦m i ® 24LH800/490 i ® cn Z \m \m s 24LH800/490 s ® Z \m s ® 24LH800/490 \m Z co s ® 0 m * 24LH800/��`'•0 m * B N. s ® 24LH800/490 \m ® Z + r* • of m 24LH8Q0/490 m Z co s 0 24L m s 800/490 s O , o i NI1 28LHStr:=490 o o �I� 11 {`yaJfi �'� CO �y� co U m > o -p, (11 m �y� Lli, CD m > o �,� m ; m O m 16/16 �:'$:`,I ,L\ RA I�. CD �m m stn 71 - m ; a� m m m ^ to m oto m ** II TOTAL o �—Fli.fi IL-.:..:, APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 NFPA 13, -i897- EDITION 20 LO 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES 1 ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION =go • - BOD ^`,i. v=,v:i '...... .� , > •,,.. `y ` ;B9D ' N co I ,-- "N co 4)- I n g��7p ' N m , n . N m , g[pp n -N m , ^ n co , n gp7'p • c m _ "xq E :.Y' BOD • N m I "N .- co . -11:::711: . 1 ,; t -- '' l.ar ' �o I ` . ......i is • .r'+d : T t .ar I -cr .- ,^_',..:TION, :.3 ! .. • ,.-i _ <.`.; :`• ! I co is '\ "v .- _ �/ Ill n h } n BOD \^ h l" i', __. e l �: n n BOD r%-: -• ; , .... NOM, > BOD -i , 1 _ 28LH07 ;:. A7C X�t)` .A.,7 tD 7 T O n O. fr ,`�•" I `• <� 14::�i} s i �� ,L * s * * : ^ Nl� i * + + 28L �7 11-7' M , �:' " •y o ' .�©� E 5-o W2 4x76 N W24x62 N N W 27x94 N W30x 108 3 ,� Ii�= 2T8 15-O `' W2 x 2 1� 4x76 ^ I N .._i , ! �' W 1 0^ 1>r� _ _ � '♦ '♦ II c� '♦ `` O '�O \ ;�. :_�. .;:, \..,.'N , I . n I T ^ - 1 _ ^I ^ _ I IA _ �•N i .. --.,•r:`• ' i'` -HOGFIT 1 co f.':Iii -�`I 1 co -�+� ( cp;f `Y - 'Z 'i; c _ _ -3V ....1loI _ " i F ,.fir 0 ,♦ ^C•) „, �♦ 111 , A :to1n 'N r , , , :./ • i 9.24:: .'it'` C .o ...\ 1y. I Z \\\ % i: 4... ':v-;, `1•�. ��,q' ... .wr.rrlwr ..L- :.Hf- r `i a it-ilm.. �- c 1 1 ec♦ CO �, °° Z ^ °° . cr °° Z °° °° — `�_ . CO �' "`v �.. r-' ? 4-2 eo z CO z m .... �t f oIII I ' l J % I . a 1 .-N II. 28LH 60 47O` / � r S EV OLH7f0• /// 0 7020LH760 47024LH760 0 470 ter- 0 N � m�{� z<.._ : •:./ ; ,, � `�', , .'� a .., O I r � , 4LH76 470 .� 20L j` 7 k 0 470,_ 6 / `N l'a: - � -i:, .. Z. �$LH7 0 6 /4 ' 0 � i'-' > i 0 ATOFZ : 0 ^• � co •T` RS iN d Z o ; : II ' .: .I �` I ; -s.t '','"'"X"' • .2 - .� i` . •N - R S ciI) o 0 \ � , d- t X O O .... -- 3 fes `:. ( .-- :I^' I - �2 ••th �` � co • 1 CLG HEIGHT . `� %� - I ::; ic';'�. : C'::: ._;: ^ r r c� "' I .r ' ^? , i -av • ,. N. Imo`; .r r':..R ' b 9'-I> .. .�, .N I : n :.:.• �:..•• n s n h n I'W1 i 11;2 - ,r "' "`=1` o o ter.•■ - `II 1 / �� . p , �� ,. 0 ,. �'- ...N ,.. o f0 WI 11.11 O 01 i� O 1 • 1 griffin,��w, !° o o W1 2x14 `N r - ;,`i' I :1 ` '' G -` * i I:: - 24-7Air—' m / �> ^ r --- { O 1Iii Awn • 1 w� ; ,) AM5 W _, x50 4-6 W24xi. W24x62 W27x94 `.Z�j1(].x1--01 '! 7 0 ' X31 _1 iib . 9 v � 1 7x94 W2: 76 • ' ^ W21 5©© , �' za _ -- .9 „ i -� -•�-v •- .v.=.,..-.., 'n cv.......... ,,,a `.' ..,.y; In ...„....W3 ` N ... =n`- i *IN 1 v; ,; tom- �71 ..v.�I �j �� 1' m co •rc 1 r ^ ^ n ,� n •- c.'.. 21 ^ n N �� IL�� ^I�Ok A) -•N h ?i.:•: '>; �^,, . co ® -a n h we SHO ra -0^ 3 5 . _ -:� \ 5- �0 28 FId7 i� T ® ` -'tai. 1 � -.1 ' `7. C) BOD {J 0 BOD • 0 �)o -r+ '�'3 o 1 -� o _, -� O , •a C) -' of C7 of t7 r of � BOD .. N. i. . . . .. . �'; ;�. LATE - _ _ ... BOO T -al .. J 2_ B� ; -r :: ;) +-N �7 . ` _> •1�i� k) 44 -r of .•cr CJ o N) o <)o BOD c>o BOD o- "' 3 3 I 3 ", 3 3 33 3 3 std• v 3 3 d .3,,;• .. . :*O !'.r' 3` �� 3I, 3: 3 v `� 3 Q 3 •- M 3 3 .- ,� 3 `) 6-6 5-6 1P 12-0 .+ 6-6 - I�� 7-0 l co 1 Y' 15-0 r I ..N + 02-0 1 , ' ..N n. co 11-0 4-0 1 *N co 15-0 1 1(� 1 cc, 5-0 --N 1 1P _.I 10-0 'N 1 �s co 14-0 I 1-1 ^ 1co 15-0 1 S .. CO 15-0 I r T f: m2-0 1 IP 13-0 .-ar ip:i ; 111 +,-Or ;;': .r:,, R.. ... _ ` :1 A 4-0 . N co 15"0 9 '4 m 5-0 I 1f' 10-0 r ., m 13-6 I iP b .+ 0-6 11- • - .+ r S-11 03-1 - 3- rc 4 *• BOD co 3Sco 4 CO AO tO CO DOD CO CO : • *N COcO .- CO 3f 8-0 8 * 8-6 40VG 6N 19k 41- (30k (30k AXIAL) 14 1 14 8-0 • 8- • 8-6 I W30x108• 3S CI3 " (30k AXIAL) r IM / 14 0! / w 14 „ CO 3S BOO 8-0 * 8 * 40VG 6N 19k �`"�► (30k AXIAL) ^ ^ III 0 CD 28LH: :0/490 0 _ 24LH800/490 Q 24LH800/490 Q 24LH800/490 24LH800/490 24LH800/490 24LH800/490 800/490 Ow ^ - 2: CA cp H800/490 ^ Ill' 0 0 -to m + '-m o i O ^m , ^m O s O ^m m I m m m '-m *ro s o O �� 28LH 10^i Az;A 20k AXIAL)^ �' m 01 m -N a1 m -� ai m ai m m , m o o 01 ^ c o 28LH10Ik AXIAL) WI `- W1.2x14 - 16x26 t` : W16x2 V —*�li 12x14 N •m BOD BOD ! ❑ BCB �� .. i RISER DETAIL EA) SCALE: g''=1'-0" {Gj �! . RISER LEGEND 1 6" GROOVE FLANGE 2 3" GLOBE SWING CHECK VALVE 3 3" GSP BUTTERFLY VALVE 4 3" POTTER VSR-F FLOW SWITCH 5 4" GLOBE SWING CHECK VALVE 6 4" GSP BUTTERFLY VALVE 7 4" POTTER VSR-F FLOW SWITCH 8 PRESSURE GAUGE 9 2" AGF TEST AND DRAIN. 10 6" PIPE STAND 11 1" DRAIN VALVE 12 6" SYSTEM SENSOR 120v ELECTRIC BELL FIRST FLOOR PLAN SCALE: 3/32" =1'-0" J HILTI HDI -P ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 14" BUSHING. 2 TYPICAL HANGER TO BE HDI -P, ATR AND RING HANGER. EMI • O• A O B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P b • ENV Xd '-----~ H �, --T i4455 SHORT CLIP lr� M ALL THREAD ROD 4Tf N • - - . - - 12x1" • ,. - . N . . N f PIPE SPIKE T FIRST FLOOR PLAN SCALE: 3/32" =1'-0" J HILTI HDI -P ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 14" BUSHING. 2 TYPICAL HANGER TO BE HDI -P, ATR AND RING HANGER. EMI HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P 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 X z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE -4--4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE OF PIPE IN INCHES sommom SPRINKLER LEGEND t rn SPRINKLER ORIFICE SIZES AND TYPEw I- 0 1- iix o W N 1- 0 1 5 3 7 1 O ® 1/2' 2 16 8 16 2 SPRAY © 1111, 1" 3 17 ❑ 0 3/4" 4 32 SPRAY 0 1" 1 3 1 • 1 2 / 1-6 SIDEWALL a Al 1" 1" DRY TYPE O 1" 2 0 • 1" STATE CERTIFICATION TEMP RATING za m =3 Q 165° z Z� O N zo 0 IOC. 0 212° W D Z n 1/2" 1" _ - •c O 286° Na 1^ ® 1/2' tl. Au' 350° 1" 4 1" •-. "� Q 500 1/2" 1/2 io ;cow APPROVAL REQUIRED 4 �z o CITY OF TUKWILA vo SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY o RELIABLE F1FR PENDENT 2" 5.6K CHROME CHROME 155' 177 O RELIABLE F1FR UPRIGHT 2 5.6K BRONZE - 155 82 TOTAL 259 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 NFPA 13, -i897- EDITION 20 LO 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES 1 ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE A TUKWILA, WA 98138 PATRIFP099CF WWW,PATRIOTFIRE,COM FIRE.:=, !;1 ;. TEL 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com DESIGNER Bob Forsberg SHEET DATE June 25, 2010FP2 JOB NO. 11-1764 2 OF 3 0 0 inRAULJC REMOTE AREA THIS 1500 SQ FT AREA HAS BEEN HYDRAULICALLY CALCULATED TO A DENSITY OF .15 GPM / SQ FT. SYSTEM DEMAND 302.0 GPM 0 62.3 PSI AT THE BASE OF RISER, NODE 1. • • • 0. -c>.? 24K 213/ © 24K 213/130 e24KCS5 0 • 2,c LS 2 0/1'60 z .404 CO * 20KCS4 (C) 0 20K 270/160 1 Z es co 0* i zT ......., ...c., , co a CD co co co 20KCS4 ? W21x44 W1 22 401 .114. en 1 1 T.1 Ti. -.RM NATE 0E0.3, G FOR 2:71.URE \ TENANT r.(',N c'T ION, -s• (5) =MI W244 W2 624KCS4 24KCS5 401 x14 0 0 / 03 20KCS4 404 - • 12 1W24x6A CD 0 co 1x44 0 0 I -04 .2250/160 401 CN 8x35 401 CY 1 2x 1 4 42 14x22 13-6 • W21x44 S4 KCS4 W24x62 9-6 V I. (-:;• RnE COH AROVI: •ch CO 0 CN 5-6 CO 41- 15-0 1 CO 25 0/160 0 36VG 6N 8.Ok • co CO z 03 >( >< 7< W12X:14 N -.- W16x31 CO N. 03 C11 W6x31 401 •••-••• 0 03 CO 407 11-6 �c" CS4 x62 CN CN 121.16 EE 20K 20/160 co 36VG 6N 8.0k .0 • 0 0 • CONCRETE FINN BEYOND 2ND FLOOR SINGLE PLY ROOFING SYSTEM OVER 1/2 PROTECTION BOARD OVER R-30 RIGID INSULATION OVER METAL DECKING N.N1 ati ai MVO .\.V110.4. N .X80 tak0. 1-1 R-21 FST -25 Bar NstiumoN ST1C11N TO CO4CRETE c, • \ R-21 /INSULATION • • ,/2E2Z,I4IELL • • CEMENT PLASTER SOFFIT ON METAL LATH OVER 5/ • DENSGLASS GOLD SHEAT}ANG ON METAL FRAMING 3 5/8 METAL STUD FRATAING AT 24 O/C BRACE AS REQUIRED PROVIDE R-25 FS -25 BAIT INSULATION AT SOFRT COUNG INSTALLED UNDER SEPARATE T.L PERMIT 1. INSULATED MED GLASS. SHOP PAINTED ALUM. FRAMES KAWNEER TRIFAB VG 4517 SYSTEM 5 STOOL TRIM - COLOR TO MATCH WINDOW SYSTEM I METAL STUDS AND 13 • ',1,...7. -BATT INSULATION (5/8• FRAMING PER STRUCTURAL DRAWINGS R-21 FS -25 BATT INSULATION - STICK RN TO CONCRETE 3 5/8 METAL SR/D FRAMING AT 24 O/C \ BRACE AS REQUIRED PROVIDE R-25 FS -25 BATT INSULATION AT SOMT , CEILING AS T.I. "...*••'.'"--1• INSULATED TINTED GLASS. SHOP PAINTED ALUM. FRAMES KAYINEER TRIFAB VG 451T SYSTEM 5 STOOL TRIM - COLOR TO MATCH WINDOW SYSTEM METAL STUDS AND R-13 BATT INSUIABON (6/8* G.W.B. AS T.I.) ,‘WC•c..4X.•;,..!...4),;;,..., <22/ DUILDING SECTION 5 1/2 CONC. SLAB ON VAPOR BARRIER (PER ASTM E 1745 CLASS W RET SCALE: r=1,-cr 0 404 CT 20K 2$0/160 404 0 CO 401 TZ) I CO • co ri 36VG 6N D.Ok 0 444 C'T I • 0 0 401 0 0 r,) W24x62 0 4- 03 20K 235/145 W24x62 15-0 CN c.0 .4.4 - I \.0 6-6 CO 4LN / CO • 0 20K 2 • 0 0/160 CO coi 0: 36VG 6N 8.Ok CO 404 1 CO iF 20K 250/160 CO x N 404 CT. CO 03 CD 12' TO 20K 250 0' 1 60 u CO 0 ro n • r) V) 401 2C 0 • K 250/160 • 0 401 0 00 CO co Agr W217)634E1.) DU co fl/ 61 CO 5 iLCNG \ CO 30/14 CT N TEF' NAtE W 7x 50 .4 10... ..1.• 45 •-• "xf W1 OxII 2 0 I 8-6 • • 0 W2 /x4 /) I A 0 • z -A.) CII2P e- • 45 ' " z -01 CO Ps TI 0 W24x6„2, 0 "sifl6it co \I 0 M5 08, OK 250/160 404 CO WV" 404 a c4 -04(0 -CD 404 03 \AT ,H 17" • (Th oPrNiNG ;L51 iTft -6 r -i 250/160 03 0 404 CD 04` • o 04 X P) Pr) •••••-•••• 5) 20K 210/160..„, 0 03 '4/ 401 •-••• 24KCS4 CO 0) x CN 24KCS4 .14 W21x44 4,1 4 b 404 1 ".14. 4 4 0 • . • 401 I CO 401 24K 210/130 CI 3 0 0 (Li -K 210/130 0 24KCS5 I.- 0 I • . . Aprs..;r. CO 24KCS4 a FOR RITU NOM x W12x16 /W2 -0 W14x22 CN 30VG 6N O.Ok 2-6 1N514::•,: W21x44 W14x22 DN 407!) f)N 0 4414x62 © 404 5-0 CD 404 41. I 0* ? -04 •r•••• 20K 20/160 ( c.45' W21x44 -,,, D .-S4CI 0 0 W.21x44 i e.\\ 401 I 0 24KCS4 24KCS5 W'2 44 44 W1 3x35 24KF "I) 12=3 0 5-0 401 .401 0 CD ;Si 1 24K 20/160 C0 CP 0 0. 0 35 W1 x22 W1 2x1 0 • . 0 W16x36 .c"•,•,,1) W16 36 0. • • 0 0 II SECOND FLOOR PLAN SCALE: 3/32" =1'-0" BEAM CLAMP ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 1x" BUSHING. 2 TYPICAL HANGER TO BE BEAM CLAMP, RETAINER STRAP, ATR AND RING HANGER. HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P 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 X/ W X Y Z FITTING LEGEND P PI PE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE asessom. 2 - WAY EARTHQUAKE --.-,..- BRACE 4 WAY - EARTHQUAKE BRACE 70 ISINREU C Tg.2 E PIP TEO I N Ci ENT SPRINKLER LEGEND m (11 la a_ x En I- SPRINKLER ORIFICE SIZES AND TYPE x 0 F2 a. z w CI Z w w wN Li - 1-- Crl 1 5 3 7 1 0 0 1/2" 2 16 8 16 2 SPRAY © IP..... 1" 3 17 E103/4" 4 32 SPRAY 0 1" 1 3 7 1 < 1/2" 8 16 2 SI DEWALL , . 1 1" DRY TYPE 2 .0. • 1" STATE CERTIFICATION TEMP RATING z 0 z 0 165° z cn 3 cc o z D 12 0 m )- 01 o Cill lc 0 4 0 212° 1.1.1 0 Ri in z 1/2" cp 1- soloCaftek%% 0 286° z TZ < 1" * 1/2" 350° 1" 1- 44 500 1/2" () 1/2- 1 j n --4igia. APPROVAL REQUIRED Nii IV CITY OF TUKWILA , cl SPRINKLER HEADS USED SYM MANUF MODEL TYPE Tem) ORIFICEzIEE FIHNEAISDH ESFICNUTISCHH TEMP QTY 0 REIJABLE F1 FR PENDENT 5.6K CHROME CHROME 155' 124 0 RELIABLE F1 FR UPRIGHT 3* 5.61( BRONZE - 155' 141 TOTAL 265 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES ALL MATERIAL AND EQUIPMENT 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 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 DESIGNED PER NFPA 13, 207 -EDITION 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE A TUKWILA, WA 98138 ATR PATRIFP099CF WWW.PATRIOTFIRE.COM FI Ina TEL(253) 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com DESIGNER Bob Forsberg SHEET DATE June 25, 2010 3 3 FP3 JOB NO. 1 1 -1764 OF 18100 ANDOVER PARK WEST ASSOCIATED PERMITS D10-194 D10-044 EL10-0858 M10-101 M10-022 10-F-247 15-S-060 12-S-027 10-S-239 10-S-135 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3523049018 (assessor's website was down, need to Site Address: 18100 Andover Park West Suite Number: Floor: 2 confirm) Tenant Name: Continental Mills New Tenant? ❑ - Yes - No Property Owner's Name: Continental Mills Mailing Address: 18100 Andover Park West, Tukwila WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Permit contact- Janet Stebbins Permit/Janet: 206-291-1468 Name: Project work- Chuck Wittig Day Telephone: Work/Chuck: 206-291-1412 Company Name: SimplexGrinnell Mailing Address: 9520 10th Ave S, Suite 100 Seattle WA 98108 City State Zip E-mail Address: iastebbins@simplexcfrinnell.com Fax Number: 206-291-1500 Total number of new/relocated devices or sprinkler heads: 2 Valuation of Project (contractor's bid price): $ 1597 Scope of Work (please provide detailed information): Relocate (1) and add (1) sprinklers for TI work PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: op,41-e Ale/ Janet Stebbins/SimplexGrinnell Plan Permit App.doc Date: 4/16/14 Day Telephone: 206-291-1468 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3523049121 Site Address: 18100 Andover Park West Suite Number: N/A Floor: Al 1 Tenant Name: Continental Mills, Inc. New Tenant? ® - Yes ❑ - No Property Owner's Name: Segale Properties Mailing Address: PO Box 88028 Tukwila WA, 98138 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Steven Huff Company Name: Fire Systems West, inc. Mailing Address: 206 Frontage Rd N, Ste C E-mail Address: StevenH@FireSystemsWest.com Day Telephone: 253-833-1248 Pacific WA, 98047 City State Zip Fax Number: 253-735-0113 Valuation of Project (contractor's bid price): $ 99,616 Scope of Work (please provide detailed information): Modify existing shell system to accomodate new walls and ceilings (drop 389 heads to ceili7g). Provide new Pre -Action system to _protect__data server root._ 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. HEREBY CERTIFY "I'I-IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AU I1ORl7ED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: I Date: \ 0/197/0 Print Name: evm Day Telephone: 25,; — t133 -129z Plan Permit App dot: 5/14/10 TFD FP Foran 5 r FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Segale Office Building 18100 Andover Park West Permit No.: 10-S-135 Date: July 13, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Plan Reviow Bryan Project: Manager Fire Systems West,Inc. 206 Frontage Rd, North, Suite C Pacific, WA 98047 bryanj@firesystemswest.com Factory Mutual Insurance Company Key Center, 601 -108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: (1) 425 455 5333 F: (1) 425 454 7847 www.finglobal.com Index/Record: 78849.86-27 Date of Review: April 26, 2011 Account: 01-16668 Project Name: CMI Innovation Center (FSW#2-10-5712) Subject: Review of Automatic Sprinkler Drops (Bldg. 862) CMI Innovation Center Continental Mills, Inc. 8100 Andover Park West Tukwila, Washington Plans Submitted By: Bryan S. Jaramillo, Fire Systems West, Inc. Dear Bryan: This confirms the receipt and review of plans for the subject location. The submittal consists of the following items: • Fire Sprinkler Plans, dated 4/15/11 • Hydraulic Calculations, dated 4/15/11 • Equipment Submittal, not dated Summary: Building 862 is being remodeled on first floor and half of the second floor. As part of the remodel, the existing drop ceiling will be demolished and a new drop ceiling is being installed. To provide sprinkler protection below the new ceiling, armovers will be tapped off the bottom side of the existing tee and hard piped using armovers of varying length to the point of use. Once near the point of use, FM Approved FlexHead connections will be used to join the hard pipe armover to the new pendent sprinkler. • Sprinkler: Tyco, TY -FRB, TY3231, K5.6, 155°F, QR, Pendent • lst Floor Design: 0.15/1591 requiring 408 gpm at 31.7 psi (not including 250 gpm hose stream demand) Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) Review of Automatic Sprinkler Drops (Bldg. 862) 78849.86-27 April 26, 2011 Page 2 of 3 • 2"d Floor Design: 0.15/1501 requiring 519 gpm at 41.8 psi (not including 250 gpm hose stream demand) • Water Supply: 140psi/1500gpm/133.6psi (Static/Flow/Residual), provided by Highline Water Dept. Note: Highline Water Dept. requires the design pressure be reduced to 80 psi. The above is our understanding based on this (and prior) submittals. Please advise us if any of the above is inaccurate. Based on FM Global Property Loss Prevention Data Sheets, and with the recommendations below, we find the proposal acceptable. Recommendations: 1. Use FM Approved equipment when available. Plans indicate that the horizontal sidewall sprinkler will be a Tyco model TY -FRB, however Tyco does not make a TY -FRB sidewall sprinkler. 2. Provide the existing sprinkler piping with seismic bracing and flexible connections in accordance with FM Global Property Loss Prevention Data Sheet 2-8, Earthquake Protection for Water -Based Fire Protection Systems. No seismic bracing is indicated on the submitted plans. (Existing Recommendation 01-04- 008) Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using this system and taking the precautions it requires prevents hot work fires. • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shut downs of automatic fire protection. It will provide a quick review of precautions needed during fire protection impairments and will provide a follow-up to assure full protection is restored as soon as possible. • Ensure that automatic sprinkler protection is in service prior to introducing combustibles inside of buildings. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) r Review of Automatic Sprinkler Drops (Bldg. 862) 78849.86-27 April 26, 2011 Page 3 of 3 General Remarks , Fly" Online training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history, and proper usage of the permits. As part of the bid, all contractors should be required to take the two courses. For more information and to sign up, please visit http://training.finglobal.com. You may now download the FM Global Property Loss Prevention Data Sheets, free of charge at http://www.finglobaldatasheets.com. Anyone with Internet access can register on the site and download our data sheets. We are retaining the submittal for our files. If there are any questions, please feel free to contact us via phone at 425.679.9820 or by email. Sincerely, Terry Keatts Seattle Office Terry.Keatts@fmglobal.com Distribution: em: Bryan, Fire Systems West, Inc., bryanj@firesystemswest.com Bob Cowee, Continental Mills, bob.cowee@continentalmills.com Peter Hughes, Continental Mills, peterhughes(a,continentalmills.com Will Arnold, FM Global Ed Evatt, FM Global cc: FC Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to insured property by bringing to your attention certain potential hazards or conditions. FM Global does not address life, safety, or health issues. You must make the decision whether to take any action. FM Global undertakes no duty to you or any other party by providing this report or the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a SEA (Rev. 03-01-2011) FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS • Project Name: Continental Mills 18100 Andover Park West Permit No.: 10-S-239 Date: November 2, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for 1he last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Plan Review Mr. Steven Huff Project Manager Fire Systems West Factory Mutual Insurance Company Key Center, 601 — 108th Ave. N.E., Suite 1400 Bellevue, WA 98004-5515 USA T: (1) 425 455 5333 F: (1) 425 454 7847 www.fmglobal.com Index/Record: 78849.86-27 Date of Review: October 18, 2010 Account: 01-16668 Project Name: Corporate Headquarters TI Subject: Review of Sprinkler Drawings Corporate Office and Annex Continental Mills, Inc. 8100 Andover Park West Tukwila, Washington Plans Submitted By: Fire Systems West Dear Mr. Cowee: This confirms the receipt and review of plans for the subject location. The submittal consists of one set of sprinkler drawings for level 1 and 2 dated October 12th 2010 Summary: The projects consist of providing a pre -action system in the server room on level one and moving several heads on level one and two. The proposal is acceptable with the following recommendations: Recommendations: 1. The preaction system used should be a single interlock system and the sprinkler piping should be galvanized. Single -interlock systems are considered to provide more reliable fire protection. 2. All components of electrical preaction systems should be FM Approved. The control panel and solenoid should be specifically approved for the preaction systems and be compatible with the preaction valve, etc. No information was submitted regarding the control panel, solenoid or signaling equipment. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of Toss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a Sea (Rev. 4-13-2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 2 of 4 3. There should be no abort switches or time delays on the reaction system controls. 4. Loss of supervisory air pressure in the sprinkler piping should be monitored. All alarm and trouble signals should by monitored by the facilities alarm system. 5. Provide seismic bracing of the sprinkler system in accordance with FM Global Property Loss Prevention Data Sheet 2-8, Earthquake Protection for Water - Based Fire -Protection Systems. 6. Final acceptance is dependent on satisfactory field test results. These tests include flushing, hydrostatic testing, and an operation test of the preaction system. 7. Operational testing of the preaction system should be by activation of the fire detection system used. One detecting device should be used for a full -flow trip test. All water supplies should be fully operational for the test. This will allow full -expected flow to be impressed upon the system in order to assure the integrity of piping, fittings, hangers, etc. 8. During the full -flow trip test, the operation of associated equipment should also be tested. This would include supervisory equipment, water flow alarms, interlocking controls for starting fire pumps, stopping of conveyors, shutting down of air handling systems, etc. 9. FM Approved equipment should be used and details of the installation should conform to FM Global -recommended good practices. Final acceptance will be by field examination and after receipt of satisfactory Contractor's Material and Test Certificates. Recommendations to Reduce Hazards during Construction: • Strictly manage and take proper precautions for hot work. o Avoid hot work of any kind when possible. o If there is a practical and safer way to do the job without hot work, use the alternative method. o If hot work is unavoidable, use the FM Global Hot Work Permit System. Using the Hot Work Permit System, and taking the precautions it requires, prevents hot -work fires. • Notify the FM Global Customer Service Desk when automatic fire protection is shut off, regardless of the duration. Use the FM Global Red Tag Permit System to manage any shutdowns of automatic fire protection. It will provide a quick review of precautions needed during fire -protection impairments, and will also provide a follow-up to ensure full protection is restored as soon as possible. Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 3 of 4 General Remarks al 175 YEARS Online, training courses are available for hot work and sprinkler impairments. These courses address the hazards, previous loss history and proper usage of the FM Global Hot Work and Red Tag Permit Systems. As part of the bid, all contractors should be required to take the course. For additional information, and to sign up, please visit http://fmglobaltraining.skillport.com. You may now download our Property Loss Prevention Data Sheets, free of charge at https://www.fmglobaldatasheets.com. Anyone with Internet access can register on the Web site and download our data sheets. We are retaining the submittal for our files. If there are any questions please feel free to contact us via phone at (1) 425 709 5002 or by email. Sincerely, Pavan Sohal Senior Consultant Engineer FM Global Seattle Office pavan. sohal(a fmglobal.com Distribution: em: Peter Hughes, Continental Mills(peterhughes@continentalmills.com) Bob Cowee, Continental Mills(bob.cowee@continentalmills.com) Derek Spradlin, FM Global (derek.spradlin(cr fmglobal.com) Plan Review E -files cc: FC with submittal LE Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of loss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) Subject Continental Mills — Headquarter s TI Index No. 78849.86-27 October 18, 2010 Page 4 of 4 Factory Mutual Insurance Company (FM Global) has developed this report for insurance underwriting purposes. The report is provided to you for informational purposes only to reduce the possibility of Toss to property by bringing to your attention certain potential hazards or conditions. You must make the decision whether to take any action. FM Global undertakes no duty to any party by providing this report or performing the activities on which it is based. The liability of FM Global is limited to that contained in its insurance policies. 7281a (Rev. January 2010) INSPECTION NUMBER INSPECTION RECORD Retain a copy with it /0 M'D D a-aZ - 0,0 /0-S- 13; PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/� 9'41 -Cd e: c -e Type of Inspection:/ -C:r-c. g w -a //'i 4 / /Sf' Address: Suite #: /y1 UO A -Pk) C ntPerson:-Zu-(. Monitor: 5;,,, 01 Pre -Fire: A) Special Instructions: Meci.- v� Phone No.: ?Ci 4 - s-7 s -,.®o Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: y//, / , Fire Alarm: Y Hood & Duct: N Monitor: 5;,,, 01 Pre -Fire: A) Permits: N Meci.- v� 3 S P -- 0 e. c:r-C c. iOA L — 0 jG e, 8/c ` b rete so cr4- - s P ali 44-1/5 (,t,v-d -cr T T jori%1, (- Pu I 1 p,) by ay ctwks ,..c i cA) Needs Shift Inspection: N Sprinklers: Date: y//, / , Fire Alarm: Y Hood & Duct: N Monitor: 5;,,, 01 Pre -Fire: A) Permits: N Occupancy Type: 3 Inspector: A ci,, 5--a Date: y//, / , 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ce ,-/Ie_i, J -.j ,,.iif Type of Inspection: /i4/ Zm 0 /Ite,4G'1'1vr, Address: t S; 06 rtew Suite #: Contact Person: 55•4 4 ,4- L4 cy Special Instructions: Phone No.: ds — 671 --S9y,C Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5morGe. e .,� 1014.45 v A 3�'5J.Jl Ye -5 Feld•'-vn vxeJ.../e-fie_ `lts 44J.tss i -b.`!,` , "i3 5;'1 o ' (‘) s,4 --.-.s AAA/4h Sit q.4 -/Q wol/1 J�+L- 0101»u•a.! Ot.44.400Pc-.44 <<s 714-07, .ti J 1.L►h _,04, J1- 10 /Weed 577 c -4e.- 1a4v t r,•14-411 0)00/1 .0 Lva rArn✓5 •S .1447,4 AlvweAt 6j4 - V hltloL .5• 74 a +11 6,0) /" r1eL. 60 i -e 1 al ort. 47 -Cr: , ac,14.7 &......5.0) C9 Qb A 0 1- A#CP✓Ci r`a- R4N.I Pw"... -AL 19,-t s' 10t.'4 c4.."4-11 c4'f'1 a 5C-- /f 1.74 14c- r • ii AUdr-•',9i, ) Veal Z5 . .�-5f.40<<eeve_ (/€ '} Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i4j c3 Date: '3) ? o I it Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 010-1R 10 -- F - 2!/ 1410-- 101 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Co n-ks cis, J -A, 1 on els 5 Type of Inspection: Pito.- 4hohcir3 -12-0 .7 -- Address: /8/0o p.P.w. Suite #: Contact Person: 61444_.E •' / s C i 4 : '.t Special Instructions: Phone No.: Zoe- Q. -- /el0b 1 --Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: .. �. PI a rt s ort s. . 514_ *3 _ 1461C (4.4"....,v,..,..)-1, e,.li Z. tkear re,kotolcr `ff 5 puc-f 2 s _ _ 0� S ysec.4, G,1. &� , tic S 2 Occupancy Type: V Sr►vrt r,'.8-15.0.644.6,1_ `CGS re V Vo//s 40- A.-)-/ 2 t1. 8 5:C. g) Ob's ox Y9 V 5 77-44,-S7/4.e. a K 3— g) �✓s oc 1.'nG UoI PK 0 zseo r. LA.0'7 G•...d ? AdekesSA-by lli aZ<--- . CAGGs- +d kAInL lit SQL) 41, iF 1 0 c fs,'o r tYrreiit, o 0 FQcP s,✓► oat -- _ ,Ni___ 0 14 014 V Irl-G/i oo— Yl5 — 0 Ahfit. S,nd,t4- boa Ci. es/( ePOwG - Parke") C..aZear,., %G 13. QG r1) -c -es L.oceel.'art,- f. ii I.c U ciak., SK, :1- ®N .eti, ��dp�'5 fit k' wsdrG /- 0" en/Alf id Y05 (19)- *WIZ S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fp/S3 Date: 3/3&//1 Hrs•: if #4s, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p it to - /9' /D— S-2 3g PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C�4 e 4,f/ Type of Inspection: or,A)k-l CG%M/✓ Monitor: Address: WOO Suite #: 41)%-%-) Contact Person: T, _ 5 w Special Instructions: CwreOii-A.- /'R Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: G,Jcr oL ov ceexe- / 5/ izv,OC 7`/a.},i CwreOii-A.- /'R frli r'r k 5/ t,nh.4/y 4-64-0 ..ie.2.04 ,NA Pce... c4AA ,v 0 , `° Ifrvi Zoo S i i Veelea ,neo/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector�/ ____,J l t; Date: Aho /11 Hrs.: A d $80.00 REIN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l0-S-Z?�' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (�t�eK vv;,11 Type of Inspection: Cove,/ / Roo r Address: IS 1 OD Suite#: pr PvJ Contact Person: 77`44 f S,W Special Instructions: Occupancy Type: Phone No.: O O pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 4 (New oI- .Cos \,5t- f koar ow & Scope a? (tii61r4, 1 PO✓IM! Occupancy Type: - (� (00`r i4. 4O5 D 4 v' 2 cpr P lno. wev. 44111( 4 vv,,,,.+- — 1>ci e -r 6 AA, k-i.e,, PiAo.Q 0ee_a e ....g" al (`n.st Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: V2___.,,, -, \ Date: X12 << Hrs.: 2 , $80.00 REINSPETION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 b INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit , o-11'-( PO -5-2- PERMIT 5-2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (6,--1,-).........J-LQ— w.; 11 5 Type of Inspection: (6 Zr t w ceeL4-i (,,,. Address: t g) DO Suite #: A - P w Contact Person: F S w w. Special Instructions: Phone No.: Approved per applicable codes. 7INCorrections required prior to approval. COMMENTS: it it Cove.,_- wb 04— Sc c(-44 raeevlce9. cwreGk S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Occupancy Type: Inspecto 2,' __ Date: z h I Ii Hrs.: 7, D $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with t /o-5 - 03C o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: CowhidPN .. /vl i l k Type of Inspection: S P Fire Alarm: Z9 VY S Address: / 9 1 0 0A Suite #: p W Contact Person: r •rpy V y4/IAA_f (")ed / �- , 4,. Special Instructions: Li / PSX. Phone No.: 5-22_ $ /Z,cd INApproved per applicable codes. Corrections required prior to approval. COMMENTS: z./z$ q Sprinklers: Fire Alarm: Z9 VY S Monitor: F."), st, PC--eS5uk�-e- 1-e'St /030 It i i2 -A ,Nil Fw" SZ.. sil v� Li / PSX. rrv,5h `{ 1 ii Needs Shift Inspection: I Date: Sprinklers: Fire Alarm: Z Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: Inspector:�%�— I Date: �t Hrs.: Z I",s $80.00 REINSP:TION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with 10 —17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (e,1-44.4,t,rJ 10;//5 Type of Inspection: t2 ' flaw (ovw.5peC-f;ct / "---7z..4-0( ti Address: 1 c61 00 Suite #: AP w Contact Person: G,rc._ �gk 5 Ak Special Instructions: /Q / re 5 kr&.vA- 5h'R%�Q avowed k4. 54 / 67e4,A-f' w1".4.4.. 4.4.-,IIAc, A0"1"/' FL 4 Phone No.: ZS -3 -<5317— at/15 Approved per applicable codes. X Corrections required prior to approval. COMMENTS: co,,,_ G-9_0.40 / nn (040w .v^cjpee-4 •A drop 444- ov, t /ZyII osrof co ./e /5'"-- Corrw1i45 r'ett>reat kfy _- nJ2a la -51- hausr" „,,/ AI rz" e...cJ /2// r A o,.a fc1001 711- ie ✓ems /- I P ProYvt 0.p w chin ,.vlo.,e ,.K.- - . 2 • 1- S-• 2 .2 - v4' 4et- itiv, lcae A - y -5 , 4o Profen ga/Pa✓ .'S ,-1,.: p/ace /,A 1 - L 3 e4 - ?/6.6v d( i//ec_(edQ IC 5 �,r ve,� o a..v� LA''e'�•d i /Q / re 5 kr&.vA- 5h'R%�Q avowed k4. 54 / 67e4,A-f' w1".4.4.. 4.4.-,IIAc, A0"1"/' FL 4 Jgilt Gow.f/y LAI Air:--P/f- i3 9. 3 .x/!!3 7ltrox��i 0404, Sae t/.�c.c/ Ja,,, 9•: — ZC,p(ctt,t p�� kc( t @ 5t2 -l`1/‘ 4 .YS 9,3 _ Nee4 Z Y kr 4-, r k5/- a- &&e AcTihn 4 y5 ilew, -- a‘ ki va i4, e leJa - 5te.F4 Ply w/ i✓i 67 ! 3 - K w e,T CO c U,.c.,.,�,,1 9 ctn.e c f,�„l, — //►,i,v 19u< r'4.5 ...x c�e._0e,e0t „ue € Pao�,le ! s /(a K1(Q Irv. .ex� .14, eav, /5 x 95- Fig avrJ eo v . y 7644,(14644_6Y.-/'”/3" i p-Si2LQ 5e, -w2..( 2/0", 5 - ,k5 Pe_w- Z JZy i 0, ec4 ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _, . roAr,i - Date: Z zcf I \k Hrs.: z,5-- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit :}s, hlo - oc{tf PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S Q1 tlit-C 0 a (-12 cl) Type of Inspection: t/LO 1 C OU 42i— Address: Suite #: /8 lU0 P Pre -Fire: Contact Person: Special Instructions: (3) Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: (46A (3) s - ;2-3a /Coo 4-44 'IL a-3 )-- I S 6-0 krs A ckpoi e o Q U,G� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: kj{„ c->— Date: c975/// Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )°^ �13s D1 1- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project• -C, 6(--C\ c-2 EL.45 Type of Inspection: S&-, &c‘ a Address: Suite #: ) g i DO f=\cQ W Contact Person: ev xr Permits: Special Instructions: Phone No.: Zd(o - 39 \—t 4c (\ 54 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a>;a , Q I o 1.5 S— z40 '''r:.., z-21 Z---10 x) L Z 1 Needs Shift Inspection: Sprinklers: Yes Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: '� `4.x,51 Date: \ Z\ \-\\ 1 o Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Z 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/0- o9/zi /Q -S -/3C PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S54:61c OFF, . afat . Type of Inspection: C o v.e.G / W rico STA rtA Address: / br/cc' 4-Pw Suite #: Contact Person: /Ce -v•7 Special Instructions: Phone No.: ZoG - 3 94 — 1?qty Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Otnrii a.p 1,)-)-c._ s .45-4, ) /-7 og a) G✓e-id S mlo s in p luGz Needs Shift Inspection: ,,yj 6'3 Sprinklers:/ Hrs.: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,yj 6'3 Date: 1013 bp Hrs.: / r,J�, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with _ 't 0)U- 0L1I 10-S-l3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5ria1� aPP'c '3r.11.4,•.», Type of Inspection: • seri ri f.4 l Cv(JCn, Address: /2/010 ' ' ' Suite #: Contact Person: K0.,..-,11, Special Instructions: Phone No.: 2_04. - 39 - 77w -I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 h74s1 vi= l Mc- /1cortA.,443 2'0 •*•4') ry a i► 3 c 4- �l�� .5 rrit/0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,z 13 3 Date: /A./ 2./1° Hlrs.: / %»- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 Project: 5e9 cvic. Orffc . 6,„%4., - Type of Inspection: HK dr -o Address: 18/ov Suite #: Apw Contact Person: A 0v, -r2 . Special Instructions: Occupancy Type: Phone No.: z_0'- 39'G. -/74f Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ai Jr() 51;4z' Tiiyi e /000 "sr 24,5 - Ern i,hn c J2.60 Ps ?1s— /i o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,x/7$3 Date: /0/Alia Hrs.: Z rei $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date L/ - 1 �-1 _ Z0 1 O Cb Permit # EL I 0 0$51 Property Address 1 8 2,00 f i ri do V. f - Pati• K loV t 64- Suite # City TUKWILA Zip Code Name of Facility Cor) � n C� +& Ali .1 / 5 r/! C - g u, Occupied as 0 c -P; J3 IC�q Owner or Representative 5 t9 c1/4. e Phone # 2 p 6 5 7' j Z000 Installing Company -To A r1 s o -v, 67/ ec.4 p, c /&?Mp/r l r, e_ /1 Installing Contractor's Address 6Z0 0 • Installer's Name (PRINT) Ae jJ r1 Phone # Z o(., Z9/ 4,1115 / M,s O eel-) dio License and/or Certificate S 1 lV PLL " ?V S& General Contractor S & Electrical Contractor TO 115(.., 51 Qe74r i c_ FACP Equipment Manufacturer vr� pity Model #/Q7 V This system has been installed, pre -tested anal opus in accordance with the standards listed below and was inspected by 3„ y i ,es upyido On (date) L'_ 12� I/ and includes the devices listed on back. Circle all that apply: UNFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 f,✓ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions V.' ----Manufacturer's Instructions Other (specify) j'Tukwila City Ordinance Numbers 2050, 2051 UL Central tation Monity - ✓ System is monitored by SIGNS i 4..1d C System ' ware: I - : lled version / 7 • (Di 6Checksum Initial program / 44, o/, 05- Installation SInstallation 1 ) 37 Date 1 —r4/— / Date Date 3-9 —(1 Revisions and Reasons �415‘14VP ntiok cot u4ar C4„&66, Programmed by EQUIPMENT INSTALLED AND ThSTED: Control Panel ( of r Manual Station t__ of Smoke Detectors of Heat Detectors _ f of J_ Duct Detectors 19_ of 4 AN Devices LL of Audio Devices of Visual Devices �c of 27 Auto Door Release of Trouble Indictors ( of Batteries Make/Mode6". vvt ftQ,56- Li 1 0 0 V/ Make/Mode61 vit -LX, Lfo 77 ? l Make/Mode t 4,04,3‘ Lf0epic— 971 Make/Modeer4 e Make/Modee, tot t% o 9 e Make/Mode Make/Model i_ Make/Modo ,, t,,,, `10,4 - y 103 Make/Model Make/Model s rU T Readings Battery 76. V FuII Load 2tf, V Charge Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator Z7.0 v of Make/Model _ of_ Make/Model l of Make/Model < 444" �( S� a th 91 D /D 0 - 665 Z a Gri'int 11 1, of J Make/Model S , f7p� tf 4os Cj / O , ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Z of Z.- Make/Model P okir Valve Tamper Sw. 4, of Make/Model 6 ( p h / PI V 1 of 1 Make/Model Elec. Alarm Bell of A_ Make/Model Cy0 ,m,t- lug ---610 —7 Ci Automatic time Delay of Water Flow Alarm Lf seconds. None Installed Do you m9et audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V NO Test of alarm System on emergency power, satisfactory? Yes ✓ No _ Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 TUKWILA FIRE PREVENTION BUREAU 444 Andover Park Bast, Tukwila, WA 98188 - Phone206- =Fax 206475'-4439 • E-mail: tukfdprv@ci.tukwila.wa.us CONTRACTORS MATERIAI4 AND.TBST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department •c • • ting. Failure of test will result in termination of the testirtgand additional fees will b aesisied. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. • Property Address f 8IOel 14e/r'r %a%,4 4j0K 4/0KSuite # Ail City ' T[J W1LA • Zip Code 'M/r, Name of Facility OW en 1u / Occupied as .1 trwe/" 't Owner or Representative t U) £AM9 �-u-- Phone # (zoc2 5 7 5- WO Installing Company E' -c ri,e 1:e7iegt Installing.Contractor's Address /0 O /fix Y?/?"...Y City Pee ar 444? . Phone# LLS 7 - zo• - 27 7' Installer s Name (PRINT) \fru*2T ol7Gr License and/or Certificate ZA y sic 71. ' TP General Contractor Electrical Contractor FACP Equipment Manufacturer /7ke Model # SWf Pra This system has been installed, pre- and operates in accordance with the standards listed below and - was inspected by 4P- ?i2 i , cY On (date) /'7 v /5 %/ . and includes the devices listed on back. CircIe all that apply: ✓ NFPA 72, Chapter 12 4 5 6 7 and/or' IFC•SBC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions 'Manufacturer's Instructions • Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central ' Monitor, SIGNED System Firmware: �j/� Installed version Checksum _ Date Initial program Installation - Date Revisions and Reasons Date /174,- 3© /1 System is monitored by 4✓/ r 9e� Date v EQUIPMENT INSTALLED AND TESTED: Control PanelL of L Make/ModelFkP ice . . . Manual Station /. of j Make/Modal eke • /tl ICY! • Smoke Detectors j of j Make/Model F /Ff St -,Z - ,Z 4 V Heat Detectors � ofA Make/Model Duct Detectors L,of Make/Medal AN Devices 2_ of, Malae/Model 4ir* c/a te /4-11?-02.244 Audio Devices (� of ( Mike/Model Visual Devices _ of Make/Model Auto Door Release A. of Make/Model • Trouble Indictors Z ofX Make/Model Batteries Readings Battery Full Load Charge • Generator of , fd" Make/Model HVAC Controls of0 Make/Model. . Fire Alarm Dialerof _1 Make/Model Monitored by L3/ Annunciatorof7e Make/Model ' ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of_ Make/Model Valve Tamper Sw. _ of _ MakeModel PN _ of_ Make/Model Elec. Alum Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you sleet audible/visble requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V No Test of alarm System on icy power, satisfactory? Yes ✓ No _ Test Witnessed by Title Date . Comments: eddms\Fire Alam Cortificate.doc Ravised:1W28104 TFD FP Form 11 10 February 26, 2010 City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief Postmaster U.S. Postal Service Riverton Branch 15250 32 Ave South Seattle, Washington 98188 Dear Sir: The following address was assigned for the new commercial building at the following location: Tax Parcel #352304-9121, address is 18100 Andover Park West. If you have any questions, please call me at 206-575-4407. Yours truly, Capt. Don Tomaso Fire Marshal DT: ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1 99 Hydraulic Summary Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Job Job Number 2-10-5712 Design Engineer STEVEN HUFF Job Name CONTINENTAL MILLS TI State CeNgcatlonlUcense Number FIRESWI 14081 Address 1 18100 ANDOVER PARK WEST AHJ CITY OF TUKWILLA Address 2 Job Sae CONTINENTAL MILLS TI Cey TUKWILLA State WA 110 Code 98188 Dramng Name 2-10-5712_Revision00_(Second Floor_South Annex).ca System Remote Area(s) Most Demanding SprinOer Data 11.2 K -Factor 30.00 at 7.17 Occupancy Ordinary Group I - 2nd Floor Office Job Suffix Hose Allowance At Source 250.00 Densly 0.15gpm/ft2 Area of Application 900.00ft2 (Actual 937.21ft2) Adddional Hose Supplies Node Flow(apm) Number Of Spnnklers Calculated 5 Coverage Per Spdnlder 256.00ft2 Total Hose Streams 250.00 System Flow Demand 176.10 Total Water Required (Including Hose Albwence) 426.10 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocdy Above Ground 17.65 between nodes 203 and 202 Maximum Velocdy Under Ground 1.82 between nodes 208 and 207 Volume capacity of Wet Pipes 627.29ga1 Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 208 250.00 80.00 73.60 1 1500.00 79.38 1 426.10 55.73 23.65 Contractor Contractor Number 2-10-5712 Contact Name STEVEN HUFF Contact Title DESIGNER Name of Contactor FIRE SYSTEMS WEST, INC. Phone (253) 833-1248 Extension Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 Email Cly PACIFIC State WA 21p Code 98047 Web -See www.firesystemswest.com 61,©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:09AM Page 1 111 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 2001 30.80 30.00 11.2 7.56 c> Sprinkler 2000 30.00 30.00 11.2 7.17 Sprinkler 2002 33.04 30.00 11.2 8.70 Sprinkler 2004 47.06 39.00 11.2 17.65 Sprinkler 2003 35.21 30.00 11.2 9.88 c Most Demanding Sprinkler Data �{ © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/28/2010 7:48:31 AM Page 2 111 Node Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 27-11 T(5-9) 10.43 200 27-7% T(5-9) 10.76 201 27-0 T(5-9) 12.56 210 26-9% PO(5-9) 24.82 202 26-6% T(5-9) 15.47 206 2-6 PO(26-4) 47.86 207 0-6 48.77 205 15-0 41.39 203 26-6 P0(11-3%) 26.92 204 26-6 P0(11-3%) 27.12 2001 25-0 Spr(-7.56) 7.56 30.80 2000 25-0 Spr(-7.17) 7.17 30.00 2002 25-0 Spr(-8.70) 8.70 33.04 2004 25-0 Spr(-17.65) 17.65 47.06 2003 25-0 Spr(-9.88) 9.88 35.21 L©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:36AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Q Route 1 DR 1.0800 Q=30.00 10.51 C=120 0.239086 3-7 16-1% 19-9 Pf Pe Pv 4.72 -1.13 2000 200 25-0 27-7Y2 q=30.00 K=11.2 7.17 10.76 Spr(-7.17) 2E(2-3%), 2T(5-9) BL 1.7280 Q=60.80 8.32 C=120 0.089538 17-0 17-0 Pf Pe Pv 1.52 0.27 200 201 27-71/2 27-0 10.76 12.56 BL 1.7280 Q=93.84 12.84 C=120 0.199849 13-7 13-7 Pf Pe Pv 2.72 0.19 201 202 27-0 26-6% 12.56 15.47 BL 1.7280 Q=129.05 17.65 C=120 0.360324 20-5 11-3% 31-8% Pf Pe Pv 11.42 0.02 202 203 26-6% 26-6 15.47 26.92 PO(11-3%) CM 3.2600 Q=129.05 4.96 C=120 0.016374 12-3 12-3 Pf Pe Pv 0.20 203 204 26-6 26-6 26.92 27.12 CM 3.2600 Q=176.10 6.77 C=120 0.029104 256-1 63-2 319-3 Pf Pe Pv 9.29 4.99 204 205 26-6 15-0 27.12 41.39 4EE(4-0%), 4LtE(6-8%), T(20-2) CM 4.2600 Q=176.10 3.96 C=120 0.007909 37-6 94-9% 132-3% Pf Pe Pv 1.05 5.42 205 206 15-0 2-6 41.39 47.86 3LtE(7-11), BV(15-91/2), CV(28-11'/), PO(26-4) CM 6.3570 Q=176.10 1.78 C=120 0.001126 3-4 37-8% 41-0% Pf Pe Pv 0.05 0.87 206 207 2-6 0-6 47.86 48.77 PO(37-81/2) UG 6.2800 Q=176.10 1.82 C=140 0.000898 46-1 66-2% 112-3% Pf Pe Pv 5.44 1.52 207 208 0-6 -3-0 48.77 55.73 3E(22-1), BFP(-5.34), S OR Route 2 DR 1.0800 Q=30.80 10.79 C=120 0.250981 6-1 10-4Y 16-5% Pf Pe Pv 4.13 -1.26 2001 209 25-0 27-11 q=30.80 K=11.2 7.56 10.43 Spr(-7.56) 2E(2-3%), T(5-9) BL 1.7280 Q=30.80 4.21 C=120 0.025444 8-0 8-0 Pf Pe Pv 0.20 0.13 209 200 27-11 27-7% 10.43 10.76 Route 3 DR 1.0800 Q=33.04 11.57 C=120 0.285806 6-2 10-4% 16-6% Pf Pe Pv 4.72 -0.86 2002 201 25-0 27-0 q=33.04 K=11.2 8.70 12.56 Spr(-8.70) 2E(2-3%), T(5-9) = Route 4 DR 1.0800 Q=35.21 12.33 C=120 0.321517 3-4 16-1Y 19-5% Pf Pe Pv 6.26 -0.67 2003 202 25-0 26-6% q=35.21 K=11.2 9.88 15.47 Spr(-9.88) 2E(2-31/2), 2T(5-9) GO Route 5 DR 1.0800 Q=47.06 16.48 C=120 0.549838 4-0% 10-4% 14-5 Pf Pe Pv 7.93 -0.77 2004 210 25-0 26-9% q=47.06 K=11.2 17.65 24.82 Spr(-17.65) 2E(2 -3Y), PO(5-9) BL 1.7280 Q=47.06 6.44 C=120 0.055740 27-9 11-3% 39-0% Pf Pe Pv 2.18 0.12 210 204 26-9% 26-6 24.82 27.12 PO(11-3%) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) =Factor M.E.P.CAD, Inc. MAutoSPRINK®VR7 v7.1.7 10/28/20W 7:48:41AM Page 4 11d Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fr g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump in Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:41 AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Supply at Node 208 100 90 8 Static Pressure 80.00 0 a 70 60 .(n a 111 50 176.10 @ 55.73 IP 426.10 with hose streams N N N d 40 'System demand curve 30 20 10 0-kuiiiiiinnuimi 111111111 III1111II II1111111 milli 111111111 111111111 111111111 X150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydrau*c Great, Supply at Node 208 Static. Pressure 80.00 Residual' Preuure 1500.00 @ 73.60 Available Pressure © Time or Test 79.38 @ 426.10 System Demand 176.10 @ 55.73 System Demand (Including Hose Allowance) 426.10 @ 55.73 ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/28/2010 7:48:46AM Page 6 kill Hydraulic Summary Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address 1 18100 ANDOVER PARK WEST Address 2 City State TUKWILLA WA Design Engineer STEVEN HUFF State Cemocaeomlmense Number FIRESWI 140B1 At, CITY OF TUKWILLA Job Site CONTINENTAL MILLS TI zip Code Dravnng Name 98188 2-10-5712_Revision00_(Second Floor_South Annex - 0 System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 29 63 at 7.00 Hose Allowance At Source 250.00 Additional Hose SupplasN Node Flow(gpm) Occupancy Job Suffix Ordinary Group I - 2nd Floor Office City of Tukwila Standards Density Area of Appbrabon 0 15gpm/ft' 900.00ft2 (Actual 937.21ft') umb er Of Sprinklers Calculated Coverage Per Sprinkler 5256.00ft2 - *ask Inc. �a �i. 1x11 :1_.�,a-05� BS00 �r.\� Ikt.,74Wi Taal Hose Streams 2$0.00 .w System Flow Demand I Total Water Required (Including Hose Allowance) 175.27 425.27 P.. resure Unbalance In loops eums Mvm 0.00 Maximum Velocity above Ground 17 59 between nodes 203 and 202 Marrmum Velocity Under Ground 1.82 between nodes 1 and 2 Volume capacity of Wet Pipes Volume cape, el Dry Pipes 624 24ga1 -• . ' ' Supplies Hose Flow Static Residual Node (gpm) (psi) (psi) @ Flow Available 6-, Total Demand Required Safety Margin (gpm) (psi) (gpm) (psi) (psi) 1 250.00 80.00 73 60 1500 00 79 38 425 27 55 24 24 14 Contractor Contactor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC. Address t 219 FRONTAGE ROAD NORTH, SUITE B Address 2 City State PACIFIC WA Contact Name Contact Tale STEVEN HUFF DESIGNER Phone Extension (253) 833-1248 F. (253) 735-0113 E-mail - - - - zip Cade Web•Sne 98047 www.firesystemswest.com 61i © M E P.CAD, Inc y� AutoSPRINK® VR7 v7 1 7 10/08/2010 415:09PM Page 1 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Device Actual Flow (Om) Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler ci Sprinkler Sprinkler Sprinkler Sprinkler 2001 2000 2002 2004 2003 r_;> Most Demanding Sprinkler Data 30.42 29.63 33.36 46.69 35 16 28 80 29.40 27 45 38.40 27.38 11.2 11.2 11 2 11.2 11 2 7.38 7.00 8 87 17 38 9.85 L © M.E.P CAD, Inc +,a AutoSPRINK® VR7 v7 1 7 10/08/2010 4:15:31PM Paget Node Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 200 201 210 202 3 2 205 203 204 2001 2000 2002 2004 2003 27-11 27-714 27-0 26-9%z 26-6'14 2-6 0-6 15-0 26-6 26-6 25-0 25-0 25-0 25-0 25-0 T(5-9) T(5-9) T(5-9) PO(5-9) T(5-9) PO(26-4) PO(11-31/2) P0(11-3%) Spr(-7.38) Spr(-7.00) Spr(-8.87) Spr(-17.38) Spr(-9.85) 10.16 10.48 12.25 24 43 15 14 47 35 48.27 40.90 26 50 26.70 7 38 7.00 8.87 17.38 9.85 30 42 29.63 33.36 46 69 35.16 f, © M.E.P CAD, Inc 1; AutoSPRINK® VR7 v7.1 7 10/08/2010 4 15 37PM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length a Route 1 DR 1.0800 0=29 63 10 38 0=120 0.233694 3-7 Pf 4 61 2000 25-0 q=29 63 K=11 2 7 00 Spr(-7.00) 16-1'/ Pe -1.13 200 27-7% 10.48 2E(2-3'4), 2T(5-9) 19-9 Pv BL 1 7280 0=60.05 8.22 C=120 0.087522 17-0 Pf 1.49 200 27-7Y 10.48 Pe 0.27 201 27-0 12 25 17-0 Pv BL 1.7280 0=93.42 12 78 0=120 0 198203 13-7 Pf 2 69 201 27-0 12 25 Pe 0.19 202 26-6% 15.14 13-7 Pv BL 1 7280 0=128.58 17 59 0=120 0.357906 20-5 Pf 11.35 202 26-614 15.14 11-314 Pe 0 02 203 26-6 26.50 P0(11-3'4) 31-8'/ Pv CM 3.2600 0=128.58 4 94 C=120 _ 0 016264 12-3 Pf 0 20 203 26-6 26.50 Pe 204 26-6 26.70 12-3 Pv CM 3.2600 0=175.27 6.74 0=120 0.028850 _ 256-1 Pf 9.21 204 26-6 26.70 63-2, Pe 4.99 205 15-0 40.90 4EE(4-0%), 4LtE(6-81/2), T(20-2) 1 319-3 Pv CM 4 2600 0=175 27 3 95 C=120 0 007840 37-6 Pf 1,04 205 15-0 40.90 94-914 Pe 5 42 3 2-6 47.35 3LtE(7-11), BV(15-91/2), 132-3%z Pv CV(28-111/2), P0(26-4) CM 6 3570 0=175 27 1 77 0=120 0 001116 3-4 Pf 0 05 3 2-6 47.35 37-81/2 Pe 0.87 2 0-6 48.27 P0(37-81/2) 41-014 Pv UG 6.2800 0=175.27 . 1.82 C=140 0.000890 46-1 Pf 5.46 2 0-6 48.27 66-214 Pe 1.52 1 -3-0 55.24 3E(22-1),.BFP(-5.36), S -112-3'4 Pv Route 2 DR 1.0800 0=30 42 10.65 C=120 0.245336 6-1 Pf 4.04 2001 25-0 q=30.42 K=11.2 7.38 ' Spr(-7.38) 10-4'4 Pe -1.26 209 27-11 10.16 2E(2-3%), T(5-9) 16-514 Pv BL 1 7280 0=30 42 4 16 0=120 0 024871 8-0 Pf 0.20 209 27-11 10.16 Pe 0.13 200 27-7% 10.48 8-0 Pv fiiis Route 3 DR 1 0800 0=33.36 11 68 C=120 0,291033 4-2 Pf 4 24 2002 25-0 q=33 36 K=11 2 8.87 Spr(-8.87) 10-4% Pe -0.86 201 27-0 12.25 2E(2-3%), T(5-9) 14-6% Pv ® Route 4 DR 1 0800 0=35.16 12 31 C=120 0,320671 2-5 Pf 5.95 2003 25-0 q=35 16 K=11 2 9.85 Spr(-9.85) 16-1'4 Pe -0 67 202 26-61 15.14 2E(2-31/2), 2T(5-9) 18-6% Pv +- Route 5 DR _ 1.0800 0=46.69 16.35 C=120 0.542002 4-01/2 Pf 7.82 2004 25-0 q=46 69 K=11 2 17.38 Spr(-17 38) 10-41/2 Pe -0.77 210 26-9% 24.43 2E(2-3'4), P0(5-9) 14-5 Pv BL 1 7280 0=46 69 6 39 0=120 0.054946 27-9 Pf 2.15 210 26-914 24.43 11-314 Pe 0.12 204 26-6 26.70 P0(11-314) 39-01/2 Pv r,ivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier r Actual Inside Diameter a 87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor M Itiplying Factor 0.713 1.16 1 33 1.51 C, © M.E.P CAD, Inc. AutoSPRINK®VR7 v7 1.7 10/08/2010 4:15 43PM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4P Elbow Ee2 22%° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/08/2010 4:15:43PM Page 5 • Hydraulic Graph Job Number: 2-10-5712 Report Description: Ordinary Group I - 2nd Floor Office Supply at Node 1 100 90 80 Static Pressure 80 00 1 70 60 N - n - 75.27 @ 55.24 s 425.27 with hose streams g 50 N - (r) _ 11) a - 40 = System demand curve 30 — - 20 10 .111111.1.11111111 .11111111 111111111 111111111 1 I 1 1 I 1 I I i 1 I I, 1 I 11 1 i 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow. gpm 11 'auk Graph Supply at Node 1 Sialic Pressure 80.00 Residual Pressure 1500.00 @ 73.60 Available Pressure @ Time of Test 79.38 @ 425.27 Sy:rem Demand 17527@55.24 system Demand (including Nose Allowance) 425 27 @ 55.24 L © M.E P CAD, Inc. AutoSPRINK® VR7 v7.1 7 10/08/2010 4-15.49PM Page 6 k11 Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address 1 18100 ANDOVER PARK WEST Address 2 City State Zip Code TUKWILLA WA 98188 Design Engineer STEVEN HUFF State Certification/License Number FIRESWI 140B1 AHJ CITY OF TUKWILLA Job See CONTINENTAL MILLS TI Orayang Name 2-10-5712_Revis(on00_(F(rst Floor_South Annex - OL System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 17.81 at 10 11 Hose Allowance At Source 250 00 Additional Hose Supplies Node Flow(gpm) Occupancy Job Sun„ Ordinary Group I - Server Room City of Tukwila Standards Densityrea of Applfcatron 0.15gpm/ft' A 1500.00ft' (Actual 1071.17ft') Number Of Sprinklers Calculated Coverage Per Sprinkler 10 118.75ft' Total Hose Streams 250 00 System Flow Demand Total Water Required (Including Hose Allowance, ax,mum rersure Unbalance In Leeq 0.0 94 449.94 O.00 19.12 between nodes 112 and 106 Maamiim �elpa,ty ondei �ieand 2 07 between nodes 1 and 11 Volume capacity ..et Pipes Volume capacity of Dry Pipes 636 OOgalOrr is P44,.. - /,�--e 1 1 30 Alif/ �i� Se . -_ O �• Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available 4.-,. Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80 00 80.00 1500.00 80.00 449 94 69 31 10.69 Contractor Contractor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC Address 1 219 FRONTAGE ROAD NORTH, SUITE B Address 2 City State Zip Code PACIFIC WA 98047 Contact Name Contact Title P.. Extension (253) 833-1248 FAX (253) 735-0113 E-mail Web -Seo www.firesystemswest.com L © M.E.P.CAD, Inc. $ AutoSPRINK®VR7 v7,1.7 10/11/2010 10 33:11AM Page 1 Summary Of Outflowing Devices Device Actual Flow (gpm) Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 1000 1001 1002 1003 1008 1004 1005 1006 1007 1009 Most Demanding Sprinkler Data • 17.81 18.56 19.29 20.82 22.16 18 30 19 06 19.82 21.38 22.74 17.81 17.81 17.81 17.81 17 81 17.81 17.81 17 81 17.81 17.81 5.6 5.6 56 56 5.6 5.6 56 56 56 56 10.11 10.98 11.87 13.83 15 65 10.68 11 58 12 52 14.58 16,50 [N,, ©MEP CAD, Inc :I AutoSPRINK® VR7 v7.1 7 10/11/2010 10:33 19AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 105 104 103 102 101 100 2 3-0 3-4'/ 4-3114 4-7%z 5-51/2 12-0 14-0 0-6 BV(6-0) T(8-0) PO(8-0) T(8 -8%z) T(8 -8%s) 3 2-6 PO(37-8%) 117 12-0 E(4-414) 116 12-10 T(5-9) 112 _ 11-6 PO(10-0) 1000 14-0 Spr(-10.11) 1001 _ 14-0 Spr(-10.98) 1002 14-0 Spr(-11.87) 1003 14-0 . Spr(-13.83) 1008 14-0 Spr(-15 65) 1004 12-10 Spr(-10 68) 1005 12-10 Spr(-11.58) 1006 12-10 Spr(-12.52) 1007 12-10 Spr(-14 58) 1009 12-10 Spr(-16 50) 36 20 33.88 33.21 32.94 30 60 20.62 16.71 67.67 66.80 19.51 17.60 54.22 10.11 10.98 11.87 13.83 15.65 10 68 11.58 12 52 14 58 16 50 17.81_ 18.56 19.29 20.82 22.16, 18.30 19.06 19.82 21.38 22.74 (AL„,© M.E.P CAD, Inc. A AutoSPRINK® VR7 v7 1 7 10/11/2010 10 33.24AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings ' Length Pressure Eq. Length Summary Total Length .i Route 1 BL 1.0800 0=17 81 6 24 0=120 0.091119 9-6 Pf 0.86 1000 14-0 q=17.81 K=5.6 1011 Spr(-10 11) Pe 1001 14-0 10.98 9-6 Pv BL 1.4080 0=36.37 7.49 0=120 0.093808 9-6 Pf 0 89 1001 14-0 q=18.56 K=5.6 10 98 Spr(-10 98) Pe 1002 14-0 11 87 9-6 Pv BL 1.4080 0=55.66 11 47 C=120 0.206160 9-6 Pf 1 96 1002 14-0 q=19 29 K=5 6 11.87 Spr(-11.87) Pe 1003 14-0 13 83 9-6 Pv BL 1 6390 0=76.48 11.63 0=120 0.177111 7-6% Pf 2.88 1003 14-0 q=20.82 K=5.6 13 83 Spr(-13.83) 8-8Y: Pe 100 14-0 16.71 T(8-8%) 16-3 Pv BL 1.6390 0=98.64 15 00 C=120 0.283556 2-0 Pf 3.04 100 14-0 16 71 8-8Yz Pe 0.87 101 12-0 20 62 T(8-81/2) 10-8% Pv BL 2.1040 0=199.94 18.45 0=120 0310507 17-6'A Pf 7.14 101 12-0 ' 20.62 5-51/2 Pe 2.84 102 5-5% 30.60 E(5-5%) 23-d Pv DY 2.4690 0=199 94 13 40 0=120 0.142471 0-0 Pf 1 99 102 5-5'A 30 60 14-0 Pe 0.35 103 4-7'A 32.94 CV(14-0) 14-0 Pv FR 2 0670 0=199 94 19 12 C=120 0.338529 0-4 Pf 0.11 103 4-7'/ 32 94 Pe 0 15 104 4-3% 33 21 0-4 Pv FR 2.0670 0=186.39 17 82 0=120 0 297315 0-11 Pf 0 27 104 4-3% 33.21 Pe 0.40 105 3-4Yz 33.88 PRV 0-11 Pv FR 2.0670 0=199.94 19.12 .0=120 0.338529 0-41/2 Pf 2.16 105 3-41 _ 33.88 6-0 Pe 0.16 106 3-0 36,20 BV(6-0) 6-4Yz Pv BL 2.0670 0=199.94 19.12 0=120 0.338529 39-114 Pf 21.70 106 3-0 _ 36 20 _ _ 25-0 Pe -3.68 112 11-6 54 22 3E(5-0), PO(10-0) 64-114 Pv CM 3 2600 0=199 94 7 69 C=120 0.036807 173-11 Pf 8 68 112 11-6 54 22 61-10 Pe 3 90 3 2-6 66 80 T(20-2), LtE(6-8%), BV(13-5Yz), 235-9 Pv CV(21-6) CM 6 3570 0=199 94 2 02 0=120 0.001424 2-0 Pf 0.00 3 2-6 66 80 Pe 0.87 2 0-6 67 6 2-0 Pv UG 6.2800 0=199.94 2 07 0=140 0.001136 46-1 Pf 0 13 2 0-6 67.67 66-2YPe 152 1 -3-0 69.31 3E(22-1), BFP, S 112-3% Pv Route 2 BL 1.0800 0=18 30 6.41 0=120 0.095783 9-6 Pf 0.91 1004 12-10 q=18.30 K=5 6 10.68 Spr(-10 68) Pe 1005 12-10 11 58 9-6 Pv BL 1.4080 0=37.36 7 70 0=120 0.098595 9-6 Pf 0 94 1005 12-10 q=19,06 K=5 6 11.58 Spr(-11 58) Pe 1006 12-10 12.52 9-6 Pv BL 1 4080 0=57 17 11 78 0=120 0 216649 9-6 Pf 2 06 1006 12-10 q=19 82 K=5.6 12 52 Spr(-12 52) Pe 1007 12-10 14.58 9-6 Pv BL 1 6390 0=78 55 11 95 0=120 0 186084 7-6/ Pf 3 03 1007 12-10 q=21.38 K=5 6 14.58 Spr(-14 58) 8-8Y: Pe 116 12-10 17.60 T(8-814) 16-3 Pv BL 1.6390 Q=101.30 15.40 0=120 0 297863 0-10 Pf 1.55 116 12-10 17.60 4-414 Pe 0.36 117 12-0 19 51 E(4 -4'A) 5-21/2 Pv BL _ 2.1040 0=101.30 9.35 0=120 0.088264 12-6 Pf 1.10 117 12-0 19 51 Pe 101 12-0 20 62 12-6 Pv Gib Route 3 BL 1.0800 0=22.16 7.76 0=120 0.136466 1-111 Pf 105 1008 14-0 q=22 16 K=5 6 15.65 Spr(-15 65) 5-9 Pe 100 14-0 16.71 T(5-9) 7-8Y Pv Route 4 BL 1.0800 0=22.74 7 97 0=120 0.143256 1-1114 Pf 1 11 1009 12-10 q=22 74 K=5 6 16.50 Spr(-16.50) 5-9 Pe 116 12-10 17.60 T(5-9) 7-8Yz Pv GIO Route 5 L, © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7 1 7 10/11/2010 10: 33:31 AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length FR 1.6100 0=13 55 2.14 C=120 0.007860 104 4-31/4 33.21 P0(8-0) 105 3-4'/ 33.88 3T(8-0), BV 2-1114 Pf 0 27 32-0 Pe 0.40 34-1114 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Y 100 0 713 130 1.16 140 150 1 33 1 51 487 1/ Actual Inside Diameter a Value Of C Multiplying Factor Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction:Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe pnNormal pressure at a point in a pipe Pf Pressure loss due to friction between Pe Pressure due to elevation difference Pv Velocity pressure at a point in a pipe points between indicated points ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90` Elbow 45' Elbow 11W Elbow 22'/ Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow. 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wrsbo Water Meter Valve Cap - Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV Z L © M E.P.CAD, Inc ,in AutoSPRINK®VR7 v7.1 7 10/11/2010 10.33 31AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Supply at Node 1 100 90 80Static Pressure 80,00 7n 199.94 @ 69 31 Pressure, psi 0 0 0 0 0 0 c III1IIA 111 111111 LI_I1 111 11111 11111111111 11111 1111111111111111111 II— 1 449.94 with hose streams System demand curve 111111111 111111 n 111111 11 111111111 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 I l 1 1 1 1 1 1 1 1 1 1 U 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm HydauGraph Supply at Node 1 Static Pressure 80 00 Pew.; Pressure 1500.00 @ 80 00 vadlable Pressure @ Time of Test A 80.00 @ 449.94 System Demand 199.94 @ 69.31 System Demand (Incl., Hose Allowance) 449.94 @ 69.31 L © M.E P.CAD, Inc AutoSPRINK®VR7 v7.1.7 10/11/2010 10 38 15AM Page Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Job Job Number 2-10-5712 Design Engineer STEVEN HUFF State CerlrfrcauonlLexnse Number FIRESWI 140B1 AHJ - CITY OF TUKWILLA Job See --- -- - CONTINENTAL MILLS TI Dravong Name - - — --- 2-10-5712_Revision00_(First Floor_South Annex - OL Job Name CONTINENTAL MILLS TI Address, 18100 ANDOVER PARK WEST Address 2 GM - - - - - Slate Zip Code TUKWILLA WA 98188 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 14.82 at 7.00 Hose Allowance AtSourn 250.00 Occupancy Light Hazard - Server Room Density 0.10gpm/ft2 Ncmber Of Sprinklers Calculated 10 Job SYRa rM Global Standards Area of Applczten 1500.00ft2 (Actual 1071.17ft2) Additional Hose Supplies Node Flow(gpm) Coverage age Par Sprinkler 118.75ft2 Total Hose Streams 250.00 Flow Demand real water Required (Including Hose Allowance) 167.28 417.28 Pressure Unbalance In Loops Mao om Maximum Velocity Above Ground 15.99 between nodes 112 and 106 Maximum Velocity Under Ground 1.73 between nodes 1 and 11 Volume capacity of VJet Pipe; Volume capacity of Dry Pipes 636.00gal , Inc. to Certid 59 a ��Iy!� `7system *I P7' 0811011.111 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80.00 80.00 1500.00 80.00 417.28 51.59 28.41 Contractor i Contractor Number 2-10-5712 Contact Name Phone (253) 833-1248 Contact Tree Noma of ContraMor. FIRE SYSTEMS WEST, INC. _ Extension ._ _— _— Addreul 219 FRONTAGE ROAD NORTH, SUITE B FAX - (253) 735-0113 ._ _ — Address 2 E -nail ; Web.Site ' www.firesystemswest.com city state Zip Code PACIFIC WA 98047 © M.E.P.CAD, Inc. 311 AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:10AM Page 1 Summary Of Outftowing Devices Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Device Actual Flow (gpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) c> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Spnnkler 1000 14.82 1001 15 46 1002 16.09 1003 17.40 1008 18 53 1004 15.31 1005 15.97 1006 16.62 1007 17 96 1009 19.13 * Most Demanding Sprinkler Data 14.82 14.82 14.82 14.82 14.82 14 82 14.82 14.82 14.82 14.82 5.6 5.6 56 5.6 5.6 5.6 5.6 5.6 5.6 56 7.00 7.62 8 25 9 65 10.95 7.48 8.13 8.81 10.29 11.67 �M © M.E P.CAD, Inc. ,jay AutoSPRINKSVR7 v7.1.7 10/11/2010 10:27:15AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 106 3-0 BV(6-0) 27.05 105 3-4% T(8-0) 25 34 104 4-3% PO(8-0) 24 74 103 4-7% _ 24.51 102 5-5% _ 22 72 101 12-0 T(8-8%) 14 75 100 14-0 T(8-8%) 11.71 _ 2 0-6 49.98 3 2-6 PO(37-8') 49.11 _117 12-0 E(4-4%) 13.95 116 12-10 T(5-9) 12.47 112 11-6 PO(10-0) 38.97 1000 _ 14-0 Spr(-7.00) 7.00 14.82 1001 14-0 Spr(-7.62) _ 7.62 15.46 _ 1002 - 14-0 Spr(-8.25) 8.25 16 09 1003 14-0 _ Spr(-9.65) 9.65 17.40 1008 14-0 Spr(-10.95) 10.95 18.53_ 1004 12-10 Spr(-7.48) 7 48 15.31 1005 12-10 Spr(-8 13) 813 15.97 1006 12-10 Spr(-8.81) 8 81 16 62 1007 12-10 Spr(-10.29) 10 29 17 96 1009 12-10 Spr(-11 67) 1167 1913 MGA © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/11/2010 10:27:20AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length a Route 1 BL 1.0800 0=14.82 5,19 C=120 0.064856 9-6 Pf 0.62 1000 14-0 q=14.82 K=5.6 7.00 Spr(-7.00) Pe 1001 14-0 7 62 9-6 Pv BL 1.4080 0=30.28 6.24 C=120 0.066840 9-6 Pf 0.63 1001 14-0 q=15.46 K=5.6 7.62 Spr(-7.62) Pe 1002 14-0 8.25 9-6 Pv BL 1 4080 0=46.37 9.55 C=120 0.147037 9-6 Pf 1.40 1002 14-0 q=16.09 K=5 6 8.25 Spr(-8.25) Pe 1003 14-0 9.65 9-6 Pv BL 1.6390 0=63.76 9.70 C=120 0.126499 7-614 Pf 2.06 1003 14-0 q=17.40 K=5.6 9.65 Spr(-9.65) 8-8Yz Pe 100 14-0 11.71 T(8 -8'/z) 16-3 Pv BL L 1.6390 0=82.29 12.51 C=120 0 202796 2-0 Pf 2.18 100 14-0 11.71 8-814 Pe 0.87 101 12-0 14.75 T(8-8%) 10-8'/z Pv BL 2 1040 0=167.28 15.44 C=120 0.223250 17-614 Pf 5 14 _ 101 12-0 14 75 5-5',4Pe 2.84 102 5-5% 22 72 E(5-5%) 23-0 Pv DY 2 4690 0=167 28 11 21 C=120 0.102435 0-0 Pf 1 43 102 5-514 22 72 14-0 Pe 0 35 103 4-7Yz 24 51 CV(14-0) 14-0 Pv FR 2 0670 0=167.28 15 99 C=120 0 243397 0-4 Pf 0.08 103 4-7% 24.51 Pe 015 104 4-3Yz 24,74 0-4 Pv FR 2 0670 0=155,94 14 91 C=120 0.213765 0-11 Pf 0.20 104 4-3A 24 74 Pe 0.40 105 3-4% 25.34 PRV 0-11 Pv FR 2.0670 0=167.28 15.99 C=120 0 243397 0-414 Pf 1 55 105 3-414 25.34 6-0 Pe 0 16 106 3-0 27.05 BV(6-0) 6-4Yz Pv BL 2 0670 0=167.28 15 99 C=120' 0.243397 39-1% Pf 15,60 106 3-0 27 05 25-0 Pe -3.68 112 11-6 38 97 3E(5-0), P0(10-0) 64-1% Pv CM 3.2600 0=167.28 6.43 C=120 0 026464 173-11 Pf 6.24 112 11-6 38 97 61-10 Pe 3 90 3 2-6 49.11 T(20-2), LtE(6-8%), BV(13-5%), 235-9 Pv CV(21-6) CM 6.3570 0=167 28 1.69 C=120 0.001024 2-0 Pf 0,00 3 2-6 49.11 Pe 0 87 2 0-6 49.98 2 -Tv U__G 6 2800 0=167.28 1.73 C=140 _ 0.000817 46-1 Pf 0 09 2 0-6 49 98 66-2'/Pe 1.52 1 -3-0 51.59 3E(22-1), BFP, S 112-3Yz Pv Q Route 2 BL 1 0800 Q=15.31 5.36 C=120 0.068902 9-6 Pf 0,65 1004 12-10 _ q=15.31 K=5.6 7.48 _ Spr(-7.48) Pe 1005 12-10 8.13 9-6 Pv BL 1.4080 Q=31.28 6.45 C=120 0.070996 _ _ _ 9-6 Pf 0.67 1005 12-10 q=15.97 K=5 6 8.13 Spr(-8.13) Pe 1006 12-10 8 81 9-6 Pv BL 1.4080 0=47.90 9 87 C=120 0 156154 9-6 Pf 1 48 1006 12-10 q=16 62 K=5,6 8.81 Spr(-8.81) Pe 1007 12-10 10 29 9-6 Pv BL 1 6390 0=65 86 10 02 C=120 0.134308 7-6% Pf 2.18 1007 12-10 q=17.96 K=5 6 10 29 Spr(-10.29) 8-8Yz Pe 116 12-10 12.47 T(8-814) 16-3 Pv BL 1.6390 0=84.99 12 92 C=120 0.215263 0-10 Pf 1.12 116 12-10 12.47 4-414 Pe 0.36 117 12-0 13.95 E(4-414) 5-214 Pv BL 2.1040 0=84.99 7.84 C=120 0.063788 12-6 Pf 0.80 117 12-0 13.95 Pe 101 12-0 14.75 12-6 Pv Route 3 BL 1.0800 0=18.53 6.49 C=120 0098050 1-1114 Pf 0.76 1008 _ 14-0 q=18.53 K=5.6 10.95 Spr(-10.95) 5-9 Pe 100 14-0 11.71 T(5-9) 7-8Yz Pv Route 4 BL 1.0800 Q=19.13 6.70 C=120 0.103992 1-1114 Pf 0.80 1009 _ 12-10 q=19.13 K=5.6 11.67 Spr(-11.67) 5-9 Pe 116 12-10 12.47 T(5-9) 7-8Yz Pv Route 5 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:25AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - Server Room Pipe Type _ Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream _ Length Pressure Eq. Length Summary Total Length FR 1.6100 _ Q=11.34 1.79 C=120 0.005651 104 4-3% 24 74 PO(8-0) 105 3-4% 25 34 3T(8-0), BV 2-11% Pf 0.20 32-0 Pe 0.40 34-11'/ Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \ C Value Multiplier 100 0.713 1308 140 150 1.16 1.33 1.51 m Actual Inside Diameter 487 Value Of C Multiplying Factor Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between Pe Pressure due to elevation difference Pv Velocity pressure at a point in a pipe points between indicated points ALV Alarm Valve AngV Angle Valve b Bushing BaIV Bat Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11V° Elbow 1 - Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:25AM Page 5 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - Server Room 1 © M.E.P.CAD, Inc i AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:31 AM Page 6 Supply at Node 1 100 90 80 Static Pressure 80.00 70 60 _ a - a 167.28 @ 51.59 417.28 with hose 5 50 fn 2 a` streams 40 30 System demand curve 20 10 LIIIILIIII 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 11 1 1 1 1 1 1 111111111 111111111 0 0150 300 450 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Supply at Node 1 Slat. Pressure 80.00 Residual Pressure 1500.00 @ 80.00 Avarlaale Pressure © Trme of Test 80 00 @ 417.28 System Demand 167.28 @ 51 59 System Demand llncludrng Hose Allowance) 417.28 @ 51.59 1 © M.E.P.CAD, Inc i AutoSPRINK® VR7 v7.1.7 10/11/2010 10:27:31 AM Page 6 Hydraulic Summary Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Job Job Number 2-10-5712 Job Name CONTINENTAL MILLS TI Address t 18100 ANDOVER PARK WEST AdMess 2 City State Zip Code TUKWILLA WA 98188 Design Engineer STEVEN HUFF Slate CeNficabonddcense Number FIRESWI 140B1 ADJ CITY OF TUKWILLA Jcb Site CONTINENTAL MILLS TI D-avong Name 2-10-5712_Revision00_(Second Floor_South Annex - 0 System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 29.63 at 7.00 Hose Allowance At Source 250.00 Adtlibonal Hose Supplies Node Flow(gpm) Occupancy JobSed Light Hazard - 2nd Floor Office FM Global Standards Density Area of Applrabon 0 10gpm/ft2 1500.00ft' (Actual 1518 95ft') Number Ol Sprinklers Calculated Coverage Per Sprinkler 9 256.00ft' Total Hose Streams 250.00 System Flaw Demand Total Water Required (Including Hose Allowance) 292.16 542.16 Maximu 0.0 Pressure Unbalance In leaps 0.00 Maximum Velocity Above Ground 18 44 between nodes 203 and 202 Maximum Velocity Under Ground 3 03 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity 01 Dry Pipes 625.36ga1 iso s' 1 r tl4artY)rf �s Irl ,,, ' tij� S 0., 4 ,� . 7 J ♦~ Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250 00 80 00 73.60 1500 00 79.03 542.16 71.62 7.41 Contractor Contractor Number 2-10-5712 Name of Contractor FIRE SYSTEMS WEST, INC. Address - - — - 219 FRONTAGE ROAD NORTH, SUITE B Address 2 CM Stale Zip CO. PACIFIC WA 98047 Gond Name STEVEN HUFF Pbane (253) 833-1248 _ FAX (253) 735-0113 - E-mail Web -Site www firesystemswest com Contact Ttlk DESIGNER Extension -- — — - © M.E.P.CAD, Inc. s,�►j AutoSPRINK®VR7 v7.1.7 10/11/2010 9:28:43AM Page 1 Summary Of Outftowing Devices Job Number: 2-10-5712 Report Description. Light Hazard - 2nd Floor Office Device Actual Row (gpm) Minimum Flow K -Factor (gpm) (K) Pressure (psi) Sprinkler Sprinkler Sprinkler E> Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 2001 2007 2000 2005 2006 2002 2004 2008 2003 c> Most Demanding Sprinkler Data 31 90 31 31 31 08 29.63 30.72 34.97 36 92 28.76 36 85 19.20 16.00 25.60 25.60 25.60 18.30 25.60 14.82 18.25 11.2 11 2 11 2 11.2 11.2 11.2 11.2 5.6 11.2 8 11 7.82 7.70 7.00 7 52 9.75 10.87 26 38 10 82 t'ri © M.E.P.CAD, Inc AutoSPRINK®VR7 v7.1.7 10/11/2010 9:28:50AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 209 27-11 T(5-9) 11.26 211 27-11 T(5-9) 10.92 200 27-71/2 T(5-9) 11 61 206 27-71/2 T(5-9) 11.26 207 27-3'/ T(5-9) 12 22 201 27-0 T(5-9) 13 51 210 26-91/2 PO(5-9) 1517 2009 26-9 Spr, C(5-9) 29 03 Sprinkler 202 26-6'/x T(5-9) 16.65 Sprinkler 3 2-6 PO(26-4) _ 65 88 Sprinkler 2 0-6 66.87 Sprinkler 205 15-0 57.80 Sprinkler 203 26-6 _ PO(11-3'A) 29.05 Sprinkler 204 26-6 PO(11-31/2) 29.27 Sprinkler 208 26-6 PO(11-3'%) 30.02 Sprinkler 2001 25-0 Spr(-8.11)_ 8.11 31.90 2007 25-0 Spr(-7 82) 7.82 31.31 2000 25-0 Spr(-7.70) 7 70 31 08 2005 25-0 Spr(-7.00) 7.00 29 63 2006 25-0 Spr(-7.52) 7 52 30 72 2002 25-0 Spr(-9.75) 9.75 34 97 2004 25-0 Spr(-10.87) 10 87 36 92 2008 25-0 Spr(-26 38) 26.38 28 76 2003 25-0 Spr(-10.82) 10.82 36.85 © M.E.P.CAD, Inc. AutoSPRINKe) VR7 v7.1.7 10/11/2010 9•28:55AM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length .? Route 1 DR 1.0800 0=29.63 10 38 C=120 0.233694 6-111/2 Pf 5.39 2005 25-0 q=29 63 K=11 2 7.00 Spr(-7.00) 16-1'A Pe -1.13 206 27-7Yz 11 26 2E(2-31/2), 2T(5-9) 23-1 Pv BL 1.7280 0=60 95 8 34 C=120 0.089945 9-0 Pf 0.81 206 27-71/2 11.26 Pe 0.15 207 27-31/2 12.22 9-0 Pv BL 1 7280 0=91.67 12.54 C=120 0 191380 14-3 Pf 2.73 207 27-31/2 12.22 Pe 0 22 210 26-91/2 15.17 14-3 Pv BL 1 7280 0=128.59 17.59 0=120 0 357968 27-9 Pf 13.98 210 26-91/2 15.17 11-31/2 Pe 0.12 204 26-6 29.27 P0(11 -3'/z) 39-0%z Pv CM 3.2600 0=263.39 10 12 0=120 0.061292 12-3 Pf 0.75 204 26-6 29.27 Pe 208 26-6 30.02 12-3 Pv CM 3.260.0 0=292.16 11.23 C=120 0.074246 243-10 Pf 22.79 208 _ 26-6 30 02 63-2 Pe 4.99 205 15-0 57.80 - 4EE(4-01/2), 4LtE(6-81/2), T(20-2) 307-0' Pv CM 4 2600 0=292 16 6 58 C=120 0 020175 37-6 Pf 2 67 205 15-0 57 80 94-91/2 Pe 5 42 3 2-6 65.88 3LtE(7-11), BV(15-91/2), 132-3'/z Pv CV(28-11'/), P0(26-4) CM 6 3570 0=292 16 2 95 0=120 0 002872 3-4 Pf 0 12 3 2-6 65 88 37-81/2 Pe 0 87 2 0-6 66.87 P0(37-81/2) 41-0% Pv UG 6.2800 0=292 16 3.03 0=140 0 002292 46-1 Pf 3 23 2 0-6 66.87 66-21/2 Pe 1.52 1 -3-0 71.62 3E(22-1), BFP(-2.97), S ' 112-31/2 Pv +.7 Route 2 DR 1.080.0 Q=3072 10.76 C=120 0.249787 6-71/2 Pf 5.68 2006 _ 25-0 q=30.72 K=11.2 7.52 Spr(-7.52) 16-11/2 Pe -0,98 207 27-31/2 12 22 2E(2-3%), 2T(5-9) 22-9 Pv = Route 3 DR 1 0800 0=31.08 10 88 0=120 0 255243 3-7 Pf 5 04 2000 25-0 q=31 08 K=11 2 7 70 Spr(-7.70) 16-11/2 Pe -1 13 200 27-71/2 11 61 2E(2-31/2), 2T(5-9) 19-9 Pv BL 1.7280 0=62.98 8 62 0=120 0.095581 17-0 Pf 1.63 200 27-71/2 11 61 Pe 0 27 201 27-0 13.51 17-0 Pv BL 1.7280 0=97 96 13.40 0=120 0 216383 13-7 Pf 2 94 201 27-0 13.51 Pe 019 202 26-6/ 16.65 13-7 Pv BL 1 7280 0=134.81 18 44 0=120 0.390638 20-5 Pf 12.39 202 26-61/2 16 65 11-31/2 Pe 0.02 203 26-6 29.05 P0(11-3%) 31-81/2 Pv CM 3.2600 0=134.81 5 18 0=120 0.01775.2_ 12-3 Pf 0.22 203 26-6 29.05 Pe 204 26-6 29.27 12-3 Pv .a Route 4 DR 1.0800 0=31 31 10.97 0=120 0.258828 6-6 Pf 4 36 2007 25-0 q=31.31 K=11 2 7.82 Spr(-7 82) 10-4Yz Pe -1 26 211 27-11 10 92 2E(2-31/2), T(5-9) 16-101/2 Pv BL 1.7280 0=31 31 4.28 0=120 0 026239 8-0 Pf 0 21 211 27-11 10 92 Pe 0 13 206 27-7% 11.26 8-0 Pv Route 5 D R 1.0800 0=31.90 11.17 0=120 __ 0.267899 6-1 Pf 4.41 2001 25-0 q=31.90 K=11 2 8.11 Spr(-8.11) 10-41/2 Pe -1.26 209 27-11 11,26 2E(2-31/2), T(5-9) 16-51/2 Pv BL 1.7280 0=31.90 4 36 0=120 0.0.27.1.59 8-0 Pf 0,22 209 27-11 11.26 Pe 0.13 200 27-71/2 11.61 8-0 Pv GIP, Route 6 DR 1 0800 0=34 97 12 25 0=120 0.317540 4-2 Pf 4 62 2002 25-0 q=34.97 K=11 2 9.75 Spr(-9.75) 10-41/2 Pe -0.86 201 27-0 13,51 2E(2-31/2), T(5-9) 14-61/2 Pv Route 7 DR 1.0800 0=36.85 12 91 0=120 0,349765 2-5 Pf 6.49 2003 25-0 q=36.85 K=11.2 10.82 _ Spr(-10.82) 16-11/2 Pe -0.67 202 26-61/2 16.65 2E(2 -3'A), 2T(5-9) 18-6Yz Pv ® Route 8 L © M.E.P CAD, Inc. AutoSPRINK® VR7 v7 1.7 10/11/2010 9:29.00AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Pressure Eq. Length Summary Total Length DR 1.0800 0=36.92 12.93 C=120 0.351072 2004 25-0 q=36.92 K=11 2 10 87 Spr(-10 87) 210 26-9/ 15 17 2E(2-31/2), P0(5-9) 4-01 Pf 5 06 10-41/2 Pe -0.77 14-5 Pv w Route 9 DR 1.0800 0=28.76 10.07 C=120 0 221142 2008 25-0 q=28.76 K=5 6 26 38 Spr(-26.38) 2009 26-9 29 03 2E(2-31/2), C(5-9) 5-01/2 Pf 3.41 10-4% Pe -0 75 15-5 Pv BL 1.7280 0=28.76 3.93 C=120 0 022419 2009 26-9 K=5 6 29 03 208 26-6 30 02 P0(11-31/2) 27-9 Pf 0,88 11-31/2 Pe 0.11 39-0% Pv Equivalent Pipe Lengths of Valves and Fittings (0=120 only) II C Value Multiplier 130 1.16 140 150 1.33 1.51 Actual Inside Diameter \ 4 87 Value Of C 100 Multiplying Factor 0 713 ( Schedule 40 Steel Pipe Inside Diameter /1 =Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90°Elbow 45° Elbow 11%° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union VVirsbo Water Meter Valve Cap Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV Z �Sl © M E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 10/11/2010 9:29:OOAM Page 5 1 Hydraulic Graph Job Number: 2-10-5712 Report Description: Light Hazard - 2nd Floor Office Supply at Node 1 100 90 -Static Pressure 80.00 - - - --- 80 J 292.16 @ 71.62 542.16 hose 70 j with streams 60 7) o. I 3 50 N N N a System demand curve 40 30 — 20 10 P11111111111 111111111 1 1 1 1 1 1 1 1 1 1 l 1 f 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 I 1 I 1 1 i 1 1 I 1 r I I I I 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow. gpm Hydraulic GraeH Supply at Node 1 Static Pressure 80.00 Residual Pressure 1500.00 @ 73.60 Available le Pressure @ Time of Test 79.03 @ 542.16 system Demand 292.16 @ 71.62 System Demand (Including Hose Allowance) 542.16 @ 71.62 �M ©M.E.P.CAD, Inc. AutoSPRINK®VR7 v7 1 7 10/11/2010 929:05AM Page 6 Fire Systems West, Inc, 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 FIRE PROTECTION SYSTEM HYDRAULIC CALCULATIONS FOR CMI INNOVATION CENTER TUKWILA, WA FSW Job Number 2-10-5712 Revised 4/29/11 Hydraulic Summary Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group 1 Job Job Number 2-10-5712 Design Engineer STEVEN HUFF Job Nanx CMI INNOVATION CENTER State Cer0NubonlLaense Number FIRESWI 140B1 Address 1 18100 ANDOVER PK W ANJ CITY OF TUKWILA Address 2 Job See CONTINENTAL MILLS City TUKWILA SWA 98o188 Oraotng Name 2-10-5712_Revision00_(First Floor North Annex).cad System Remote Area(s) Mast Demantling Sprinkle, Oata 5.6 K -Factor 19.50 at 12.13 Occupancy Job Suff. First Floor - Ordinary Group 1 Nose Allowance At Source 250.00 Densly Area of Applaatan 0.15gpm/ft' 1500.00ft' (Actual 1591.51ft2) Addrbonal Nose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Spookier 19 130.00ft' Total Nus. Streams 250.00 System Flow Demm�tl ' Total Water Required (1010440.9 Nose AJbwa,ae) 408.04 ' 658.04 y Manmum Pnaswe Unba Unu a Loops 0.00 Maximum Woody Above Ground 15.12 between nodes 1012 and 1014 a.mum Veacdy Under Ground M2.37 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1572.75ga1 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250.00 80.00 73.60 1500.00 78.61 658.04 42.06 36.55 Contractor Contractor Number 2-10-5712 Contact Name Contact Tdle STEVEN HUFF DESIGNER , P (253) 833-1248 Name of Contractor -------- FIRE SYSTEMS WEST, INC. _ Atltl,eas i 219 FRONTAGE ROAD NORTH, SUITE B FA% - — (253) 735-0113 Address 2 Web-Sde • www.firesystemswest.com CM State Zip Code PACIFIC WA 98047 �{ © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:26:27PM Page 1 Summary Of Outflowing Devices Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Device Actual Flow (gpm) Minimum Flow K -Factor Pressure Density Coverage (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler Sprinkler Sprinkler 116 115 117 22.85 22.78 22.96 Sprinkler 118 Sprinkler 114 23.02 22.49 Sprinkler 112 22.04 19.50 19.50 19.50 19.50 19.50 19.50 5.6 16.65 0.18gpm/ft2 130.00ft' 5.6 16.54 0.18gpm/ft' 130.00ft2 t 5.6 16.80 --i- O.18gpm/ft' 130.00ft2 5.6 16.89 0.18gpm/ft2 130.00ft' Sprinkler 111 Sprinkler 104 Sprinkler 102 Sprinkler 103 5.6 16.12 0.17gpm/ft2 130.00ft' 5.6 ! 15.49 0.17gpm/ft' 130.00ft' 22.00 19.50 5.6 1 15.44 Sprinkler 105 Sprinkler 110 Sprinkler 108 0.17gpm/ft' 130.00ft' 20.36 19.50 5.6 13.21 19.92 19.50 5.6 12.65 20.12 19.50 i 5.6 12.91 20.36 19.50 5.6 13.22 21.94 19.50 5.6 15.36 Sprinkler 109 Sprinkler 107 0.16gpm/ft' 130.00ft2 0.15gpm/ft' 0.15gpm/ft' 130.00ft' 130.00ft' 0.16gpm/ft' 130.00ft' 0.17gpm/ft' 130.00ft' 21.49 19.50__ _ 5.6 14.73 21.59_ 19.50 5.6 14.86 21.43 i 19.50 5.6 14.65 L Sprinkler 100 0.17gpm/ft' 130.00ft' 0.17gpm/ft' 0.16gpm/ft' 19.50 19.50 5.6 12.13 Sprinkler 101 Sprinkler 106 Sprinkler 113 0.15gpm/ft2 130.00ft2 130.00ft' 130.00ft2 19.85 19.50 5.6 12.57 21.07 19.50 5.6 14.16 0.15gpm/ft2 130.00ft2 0.16gpm/ft' 130.00ft' 22.27 1 19.50 5.6 15.81 c Most Demanding Sprinkler Data 0.17gpm/ft' 130.00ft' { © M.E.P.CAD, Inc. ln� AutoSPRINK®VR7 v7.1.7 04/15/2011 1:27:03PM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2011 1007 1008 2 1026 1023 1024 -0-0 0.00 11-1 P0(26-4) 11-1 0-6 11-9 L 26.50 26.83 31.66 22.04 11-9 T(5-0) 22.39 1006 1025 1027 1029 1028 1005 1022 1020 1021 11-9 T(5-0) 11-1 PO(12-0) 11-9 T(10-0) 11-9 T(5-0) 1004 11-9 T(5-0) 11-9 4. T(5-0) 11-1 11-9 1013 1012 1011 1010 1014 1009 1019 1018 1001 1003 1002 +'' 1017 1 1016 1015 1000 116 115 117 118 114 112+ 111 104 102 103 105 110 108 1 109 107 100 101 106 113 23.13 24.27 11-9 T(5-0) 11-9 T(5-0) 11-1 PO(12-0) - 11-9 T(10-0) 11-9 T(5_0) 11-9 T(5-0) 11-9 T(5-0) 11-3 T(5-0) 11-3 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-1 PO(12-0) 11-9 T(10-0) 11-9 T(5-0) 11-9 T(5-0) 11-9 T(5-0) 11-3 T(5-0) 9-0 Spr(-16.65), fd(24-0) 9-0 Spr(-16.54), fd(24-0) 9-0 Spr(-16.80), fd(24.0) 9-0 Spr(-16.89), fd(24-0) 9-0 Spr(-16.12), fd(24-0) 9-0 Spr(-15.49), fd(24-0) 9-0 Spr(-15.44), fd(24-0) 9-0 Spr(-13.21), fd(24-0) 9-0 Spr(-12.65), fd(24-0) 9-0 Spr(-12.91), fd(24-0) 9-0 Spr(-13.22), fd(24-0) 9-0 Spr(-15 36), fd(24-0) 9-0 Spr(-14.73), fd(24-0) 9-0 Spr(-14.86), fd(24-0) 9-0 Spr(-14.65), fd(24-0) 9-0 Spr(-12.13), fd(24-0) 9-0 Spr(-12.57),fd(24-0) 9-0 Spr(-14.16),fd(24-0) 9-0 Spr(-15.81), fd(24-0) 23.56 23.32 23.26 23.05 24.22 20.36 20.69 21.39 23.56 22.25 21.59 21.41 20.83 16.47 15.88 19.40 1 19.68 20.35 23.24 21.63 I 20.87 20.45 19.80 15.56 16.65 16.54 16.80 16.89 16.12 15.49 15.44 13.21 22.85 22.78 22.96 23.02 22.49 22.04 22.00 20.36. 12.65 19.92 12.91 + 20.12_ 13.22 - 20.36 15.36 21.94 14.73 21.49 14.86 i 21.59 14.65 21.43 12.13 -- 19.50 12.57 19.85 14.16 21.07 15.81 22.27 ,t, © M.E.P.CAD, Inc. f,li AutoSPRINK© VR7 v7.1 7 04/15/2011 1:27:10PM Page 3 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 AO 1.04.9.0 0=19.50 7.24 C=120 0.124177 6-6 Pf 4.41 100 9-0 q=19.50 K=5.6 12.13 Spr(-12.13), fd(24-0) 29-0 Pe -0.98 1000 11-3 15.56 T(5-0) 35-6 Pv DR 1.0490 0=39.35 14.61 C=120 0.455207 1-0 Pf 5.01 1000 11-3 15.56 10-0 Pe -0.22 1001 11-9 20.35 2T(5-0) 11-0 Pv BL 2.0670 0=82.38 7.88 C=120 0.065642 9-6 Pf 1.28 1001 11-9 20.35 10-0 Pe 1002 11-9 21.63 T(10-0) 19-6 Pv BL 2.4690 Q=169.15 11.33 C=120 0.104562 0-8 Pf 1.32 1002 11-9 21.63 12-0 Pe 0.29 1003 11-1 23.24 P0(12-0) 12-8 Pv CM 3.2600 Q=169.15 6.50 C=120 0.027014 12-0 Pf 0.32 _ 1003 11-1 23.24 Pe 1004 11-1 23.56 12-0 Pv CM 3.2600 0=316.44 12.16 C=120 0.086062 7-7 Pf 0.65 1004 11-1 23.56 Pe 1005 11-1 24.22 7-7 Pv CM 4.2600 0=316.44 7.12 C=120 0.023386 2-5 Pf 0.06 1005 11-1 24.22 Pe 1006 11-1 24.27 2-5 Pv CM 4.2600 0=408.04 9.18 C=120 0.037430 33-1 Pf 2.22 1006 11-1 24.27 26-4 Pe 1007 11-1 26.50 P0(26-4) 59-5 Pv CM 6.3570 0=408.04 4.12 C=120 0.005329 61-10 Pf 0.33 1007 11-1 26.50 Pe 1008 11-1 26,83 61-10 Pv CM 8.2490 0=408.04 2.45 C=120 0.001498 38-5 Pf 0.25 1008 11-1 26.83 126-10 Pe 4.59 2 0-6 31.66 2LtE(15-3), f(-0.00), BV(14-1), 165-3 Pv 2P0(41-1%) UG 8.3900 0=408.04 2.37 C=140 0.001037 251-51/2 Pf 8.44 2 0-6 31.66 176-5 Pe 1.95 1 -4-0 42.06 4LtE(22-0%), Ee2(15-3), 427-11 Pv PIV(6-9%), BFP(-8.00), GV(6-9%), S, T(59-4%) Qp Route 2 DR 1.049.0 0=19.85 7.37 C=120 0.128381 4-10Yz Pf 3.96 101 9-0 q=19.85 K=5.6 12.57 Spr(-12.57), fd(24-0) 26-0 Pe -0.98 1000 11-3 15.56 E(2-0) 30-10'A Pv GP Route 3 AO 1.0490 0=19.92 7.39 C=120 0.129141 3-61/2 Pf 4.20 102 9-0 q=19.92 K=5.6 12.65 Spr(-12.65), fd(24-0) 29-0 Pe -0.98 1009 11-3 15.88 T(5-0) 32-61/2 Pv DR 1.0490 0=40.04 14.86 C=120 0.469934 1-0 Pf 5.17 1009 11-3 15.88 10-0 Pe -0.22 1010 11-9 20.83 2T(5-0) 11-0 Pv BL 1.6100 0=40.04 6.31 C=120 0.058341 10-0 Pf 0.58 1010 11-9 20.83 Pe 1011 11-9 21.41 10-0 Pv BL 2.0670 0=40.04 3.83 C=120 0 017278 10-0 Pf 0.17 1011 11-9 21.41 Pe 1012 11-9 21.59 10-0 Pv BL 2.0670 0=80.75 7.72 C=120 0.063270 0-6 Pf 0.66 1012 11-9 21.59 10-0 Pe 1013 11-9 22.25 T(10-0) 10-6 Pv BL 2.4690 0=147.29 9.87 C=120 0.080942 0-8 Pf 1.03 1013 11-9 22.25 12-0 Pe 0.29 1004 11-1 23.56 P0(12-0) 12-8 Pv Route 4 DR 1.0490 0=20.12 7.47 C=120 0.131577 3-11% Pf 3.94 103 9-0 q=20.12 K=5.6 12.91 Spr(-12.91), fd(24-0) 26-0 Pe -0.98 1009 11-3 15 88 E(2-0) 29-11% Pv v Route 5 AO 1.0490 0=20.36 7.56 C=120 0.134465 2-51/2 Pf 4.23 104 9-0 q=20.36 K=5.6 13.21 Spr(-13.21), fd(24-0) 29-0 Pe -0.98 1014 11-3 16.47 T(5-0) 31-5'/z Pv DR 1 0490 0=40.72 15.12 C=120 0.484794 1-0 Pf 5.33 1014 11-3 16.47 10-0 Pe -0.22 1012 11-9 21.59 2T(5-0) 11-0 Pv Route 6 M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:27:19PM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Ppe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Pt Friction Loss Pn Fittings _ _, Length !Pressure Eq. Length . Summary Total Length Elevation Discharge DR 1.0490 Q=20.36 7.56 C=120 0.134491 5-5, Pf 4.23 105 9-0 q=20.36 K=5.6 13.22 Spr(-13.22), fd(24-0) _ 26-0 Pe -0.98 1014 11-3 16.47 E(2-0) 31-5 Pv Route 7 BL 1.0490 Q=21.07 7.82 C=120 0.143339 14-7Y Pf 6.83 106 9-0 q=21.07 K=5.6 14.16 Spr(-14.16), fd(24-0) 33-0 Pe -1.19 1015 11-9 19.80 2E(2-0), T(5-0) 47-7Y Pv BL 1.6100 0=42.56 6.71 C=120 0.065328 10-0 Pf 0.65 1015 11-9 19.80 Pe 1016 11-9 20.45 10-0 Pv BL L 2.0670 Q=64.51 6.17 C=120 0.041755 10-0 Pf 0.42 1016 11-9 20.45 Pe 1017 11-9 20.87 10-0 Pv 2.0670 Q=86.77 8.30 C=120 0.072269 0-6' Pf 0.76 _BL 1017 11-9 20.87 10-0 Pe 1002 11-9 21.63 T(10-0) 10-6 Pv 461, Route 8 BL 1.0490 Q=21.43 7.96 C=120 0.147916 6-1i Pf 6.22 107 _ 9-0 q=21.43 K=5.6 14.65 Spr(-14.65), fd(24-0) 36-0 Pe -1.19 1018 11-9 19.68 E(2-0), 2T(5-0) 42-11 Pv BL - 1.6100 Q=43.02 6.78 C=120 0.066642 10-0, Pf 0.67 1018 11-9 19.68 - ' Pe 1001 11-9 20.35 10-0 Pv w Route 9 BL_ Q=21.49 7.98 C=120 0.148621 6-2 Pf 6.26 108 _ __ __1.0490 9-0 q=21.49 K=5.6 14.73 Spr(-14.73), fd(24-0) 36-0 Pe -1.19 1015 11-9 19.80 E(2-0), 2T(5-0) 42-2I Pv Gil Route 10 BL 1.0490 0=21.59 8.01 C=120 0.149896 5-3 Pf 5.73 109 9-0 q=21.59 K=5.6 14.86 Spr(-14.86), fd(24-0) 33-0, Pe -1.19 1019 11-9 19.40 2E(2-0), T(5-0) 38-3; Pv BL 1.3800 0=21.59 4.63 C=120 0.039423 7-0 Pf 0.28 1019 _ _ 11-9 19.40 Pe 1018 11-9 19.68 7-0 Pv GO Route 11 BL 1.0490 0=21.94 8.15 C=120 0.154502 4-8'Y Pf 6.29 110 9-0 q=21.94 K=5.6 15.36 Spr(-15.36), fd(24-0) 36-0 Pe -1.19 1016 11-9 20.45 E(2-0), 2T(5-0) 40-8% Pv Route 12 BL L 1.0490 Q=22.00 8.17 C=120 0.155283 5-6 Pf 6.44 111 9-0 q=22.00 K=5.6 15.44 _ _ Spr(-15.44), fd(24-0) 36-0 Pe -1.19 1020 11-9 20.69 E(2-0), 2T(5-0) 41-6 Pv BL 1.6100 0=44.04 6 94 C=120 0.069602 10-0 Pf 0.70 1020 11-9 20.69 i Pe 1021 11-9 21.39 10-0 Pv BL 2.0670 0=66.53 6.36 C=120 0.044214 9-6 Pf 0.86 1021 11-9 21.39 10-0 Pe 1013 11-9 22.25 T(10-0) 19-6: Pv ® Route 13 BL 1.0490 Q=22.04 8.18 C=120 0 155752 5-11'% Pf 6.07 112 9-0 q=22.04 K=5.6 15.49 Spr(-15.49), fd(24-0) 33-0 Pe -1.19 1022 11-9 20.36 2E(2-0), T(5-0) 38-11Y Pv BL L 1.3800 0=22.04 4.73 C=120 0.040964 8-0 Pf 0.33 1022 11-9 20.36 , Pe 1020 11-9 20.69 8-0 Pv s Route 14 BL 1.0490 Q=22.27 8.27 C=120 0 158709 3-4% Pf 6.25 113 9-0 q=22.27 _ - K=5.6 15.81 Spr(-15.81), fd(24-0) 36-0 Pe -1.19 1017 11-9 20.87 E(2-0), 2T(5-0) 39-4Y Pv ® Route 15 BL 1.0490 Q=22.49 8.35 C=120 0.161645 3-11' Pf 6.46 114 9-0 q=22.49 K=5.6 16.12 Spr(-16.12), fd(24-0) 36-0 Pe -1.19 1021 11-9 21.39 E(2-0), 2T(5-0) 39-11 Pv Route 16 BL _ 1.0490 Q=22.78 8.46 C=120 0.165527 6-6 Pf 7.03 115 9-0 q=22.78 K=5.6 16.54 Spr(-16.54), fd(24-0) _ _ 36-0 Pe -1.19 1023 11-9 22.39 E(2-0), 2T(5-0) 42-6 Pv B L 1.6100 0=45.63 7.19 C=120 0.074303 10-0 Pf 0.74 1023 11-9 22.39 Pe 1024 11-9 23.13 10-0 Pv 81. 2.0670 0=45.63 4.36 C=120 0.022006 1 9-6 Pf 0.43 1024 _ 11-9 23.13 10-0 Pe 1025 11-9 23.56 T(10-0) 19-6 Pv [yy © M.E.P.CAD, Inc. 'inAutoSPRINK® VR7 v7.1.7 04/15/2011 1:27:19PM Page 5 I19 Hydraulic Analysis Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss , Length 1 Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings ; Eq. Length 1 Summary Upstream Total Length BL 2.4690 0=91.60 6.14 C=120 0.033621 0-8 Pf 0.43 _ 1025 11-9 23.56 12-0 Pe 0.29 1006 11-1 24.27 P0(12-0) 12-8 Pv GI Route 17 BL 10490 0=22.85 8.48 C=120 0.166517 6-6I Pf 6.58 116 9-0 q=22.85 K=5.6 16.65 Spr(-16.65), fd(24-0) 1026 11-9 22.04. 2E(2-0), T(5-0) I 33-Oi Pe -1.19 39-0 Pv BL 1.3800 0=22.85 4.90 C=120 0.043795 8-0 Pf 0.35 1026 11-9 22.04 1023 11-9 22.39 1 Pe 8-0 Pv Gib Route 18 BL 10490 0=22.96 8.52 C=120 0.167933 6-11I Pf 7.71 _ 117 9-0 q=22.96 K=5.6 16.80 Spr(-16.80), fd(24-0) 1027 11-9 23.32 3T(5-0) 39-0 Pe -1.19 45-11, Pv BL 2.0670 0=45.97 4.40 C=120 0.022315 0-6 Pf 0.23 1027 11-9 23.32 1025 11-9 23.56 T(10-0) 10-0 Pe 10-6 Pv 4 Route 19 BL 10490 0=23.02 8.54 C=120 0.168769 7-614 Pf 7.35 118 9-0 q=23.02 K=5.6 16.89 Spr(-16.89), fd(24-0) 36-0 Pe -1.19 1028 11-9 23.05 E(2-0), 2T(5-0) 43-6Y Pv BL 1.6100 0=23.02 3.63 C=120 0.020952 10-0 Pf 0.21 1028 11-9 23.05 1029 11-9 23.2610-0 1Pe Pv BL 2.0670 0=23.02 2.20 C=120 0.006205 10-01 Pf 0.06 1029 11-9 23.26 I Pe 1027 11-9 23.32 10- Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 i C Value Multiplier / Actual Inside Diameter 487 Value Of C 100 130 140 150 1\ Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/15/2011 1:27:19PM Page 6 Hydraulic Analysis 1 Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Pipe Type Downstream Upstream Diameter Flow Velocity HWC Elevation Discharge K -Factor Friction Loss Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. g AutoSPRINK®VR7 v7.1.7 04/15/2011 1:27:19PM Page 7 119 Hydraulic Graph Job Number: 2-10-5712 Report Description: First Floor - Ordinary Group I Supply at Node 1 100 90 - 80 Static- Pte. re. X180.00 3, 70 4 60 N n 50 P CO in v a 408.04 1 @ 42.06 658.04 with hose streams 40 30 20 System demand curve 10 0-Isuuwuu[ilium iiiuiiii iiiiiiiii 111111111 1111 1 11 1 1 11 1 11 1 1 1 1 1111 11 1 1 1 1 1 1 1 1 1 1 1 C150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydreulc Graph Supply at Node 1 Static. Pressure Elevation + Stat Pressure 80.00 78.27 ---- - Ress:WM Pressure 1500.00 @ 73.60 Avmtaek Pressure a Time of Test 78.61 @ 658.04 _ . System Demand 408.04 @ 42.06 System Dema+d (Including Hose Allowance) _ — — 658.04 @ 42.06 / © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.1.7 04/15/2011 1:27:26PM Page 8 19 Hydraulic Summary Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Job Job Number 2-10-5712 i Cosign Engineer STEVEN HUFF Job Name CMI INNOVATION CENTER State CerMicatlon/License Number FIRESWI 140B1 _ Address 1 - - - - 18100 ANDOVER PK W AHJ CITY OF TUKWILA Address2 i Jeb Site -- _---- CONTINENTAL MILLS CM i State Zip Code TUKWILA 1 WA ' 98188 Draveg Name 2-10-5712_Revision00_(Second Floor North Annex).ca System Remote Area(s) Most Demanding Spunkier Data 5.6 K -Factor 19.50 at 12.13 - - - - -- ' Occupancy Job Sulfa Second Floor - Ordinary Group 1 Hose Allowance At Source 250.00 i Density- — Area of ApPbcabon 0.15gpm/ft2 1500.00ft2 (Actual 1501.41ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated ' Corerage Per Sprinkler 23 130.00ft2 Total Hose Streams 250.00 Syatem Flow De, ,,d Total Water Required (Including Hose Allowance) 519.38 769.38 L 1 Maalmum Pressure Unbalance In Loops 0.00 Meamum Veloc,ty Above GrourM 17.98 between nodes 2037 and 2036 1 Maximum Velocay Under Ground 3.01 between nodes 1 and 2 - - - - � Volpme capacM or Wet P,pea Valu,rw caPecity of pry Pipes 1946.29ga1 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 250 00 80.00 73.60 1500.00 78.14 769.38 52.44 25.69 Contractor Centrism: Number 2-10-5712 - Contact Name Contact TNe STEVEN HUFF DESIGNER --- Phone (253) 833-1248 Name of Comrade, - - --- - - FIRE SYSTEMS WEST, INC. Addams 1 219 FRONTAGE ROAD NORTH, SUITE B F. (253) 735-0113 Address2 E -mad --- ---- - —- -- - - -- - Cdy State Zip Coda PACIFIC WA 98047 Web -Site www.firesystemswest.com L © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:14:45AM Page 1 Summary Of Outflowing Devices Device Actual Flow (9pm) Minimum Flow (gpm) Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I K -Factor Pressure Density (K) (psi) (gpmpft2) Coverage (Foot) Sprinkler Sprinkler Sprinkler 218 ' 24.56 220 24.92 19.50 19.50 217 24.10 Sprinkler 219 24.68 Sprinkler 211 22.70 Sprinkler 213 ' 22.81 Sprinkler 221 ! 25.73 Sprinkler 216 ! 23.88 19.50 19.50 19.50 19.50 19 50 19.50 Sprinkler 204 20.48 c> Sprinkler 200 19.50 Sprinkler 202 19.91 Sprinkler 209 22.33 Sprinkler 210 j 22.38 Sprinkler 208 21.99 Sprinkler 212 22.76 Sprinkler 205 20.79 Sprinkler 201 19.79 Sprinkler 203 20.22 Sprinkler 215 23.63 Sprinkler 214 23.58 Sprinkler 207 21.98 Sprinkler 206 20.91 Sprinkler 222 25.76 r=> Most Demanding Sprinkler Data 5.6 19.24 5.6 _ 19.81 5.6 18.51 0.19gpm/ft2 130.00ft 0.19gpm/ft2 130.00ft2 0.19gpm/ft2 130.00ft2 5.6 19.42 5.6 16.43 5.6 16.59 0.19gpm/ft2 0.17gpm/ft2 0.18gpm/ft2 130.00ft2 130.00ft2 130.00ft2 5.6 21.11 5.6 0.20gpm/ft2 130.00ft2 18.19 0.18gpm/ft2 130.00ft2 19 50 5.6 13.38 0.16gpm/ft2 130.00ft2 19.50 5.6 12.13 - 0.15gpm/ft2 + 130.00ft2 19.50 _ 5.6 12.65 0.15gpm/ft2 130.00ft2 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19 50 19.50 5.6 5.6 --- 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 15.90 0.17gpm/ft2 130.00ft2 15.97 0.17gpm/ft2 130.00ft2 15.42 0.17gpm/ft2 130.00ft2 16.51 0.18gpm/ft2 130.00ft2 13.78 0.16gpm/ft2 130.00ft2 12.49 0.15gpm/ft2 i 130.00ft2 13.03 1 0.16gpm/ft2 130.00ft2 17.81 0.18g pm/ft2 130.00ft2 17.73 0.18gpm/ft2 130.00ft2 15.40 0.17gpm/ft2 + 130.00ft2 13.94 0.16gpm/ft2 . 130.00ft2 21.15 0.20gpm/ft2 130.00ft2 © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:01AM Page 2 Node Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm)' 2039 2038 2037 24-0 PO(12-0) __ 29.11 25-2 T(10-0) 27.85 25-2 T(5-0 y -- _ 25.59 2041 25-2 T(5-0) 25.06 2040 25-2 T(5-0) 24.22 2042 2027 2028 2029 2031 2030 2036 2026 2016 2015 2000 2013 2024 2017 25-2 �E(2-0) 25-2 T(5-0) 25-2 T(5-0) 25-2 T(5-0) 24_0 P0(12-0) 25-2 T(10-0) 24-8 T(5-0) 24-8 T(5-0)_ 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 24-8 T(5-0) 2005 2004 2003 2002 2001 2014 2025 2018 2019 2021 2020 2012 2006 2022 2032 2007 2045 2044 2043 2033 2034 23.98 26.11 24-8 T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 25-2 T(5_0) 25-2 T(5-0) 25-2 T(5-0) 25-2 E(2-0) 25-2 E(2-0) 25-2 T(5-0) 25-2 _ T(5-0) 24-0 PO(12-0) 25-2 T(10-0) _0.O 24-0 24-0 24-8 - T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 25-2 T(5-0) 25-2 T(5-0) 25-2 E(2-0) 25-2 T(5-0) 24-0 PO(12-0) 25-2 T(10-0) 24-0 PO(26-4) 24-0 PO(26-4) 24-0 LtE(10-1%) 0-6 12-1 22-6 Spr(-19.24)_ 22-6 Spr(-19.81), fd(24-0) 22-6 Spr(-18.51),fd(24-0) 22-6 Spr(-19.42), fd(24-0) 22-6 Spr(-16.43), fd(24_0) 22-6 Spr(-16.59),fd(24-0) 26.85 L 28.54 30.55 29.77 19.62 20.82 17.75 17.02 15.42 16.05 20.22 19.40 29.32 27.51 23.60 22.27 20.20 19.61 24.61 25.33 27.87 30.63 29.71 0.00 29.69 30.76 23.13 29.82 29.27 29.07 28.81 28.01 29.59 20231- 30.80 203530.17 + 2008 1 30.46 2009 _ 31.10 2010 1 _- _ _ - 31.33 2 , 41.80 ' 2011 1 36.72 218 - 19.24 24.56 220 1 19.81 24.92 217 I 18.51 24.10 219 - _ _ 19.42 _ 24.68 211 16.43 i 22.70 213 I 16.59 _ _ _ 22.81 221 _ __ _- _ _ - _ _ - 22-6 Spr(-21.11), fd(24-0) 21.11 i 25.73 216 22-6 Spr(-18.19) 18.19 23.88 204 ' 22-6 Spr(-13.38), fd(24-0) 13.38 , 20.48 200 22-6 Spr(-12 13), fd(24-0) _ 12.13 19.50 202 l 22-6 Spr(-12.65), fd(24-0) 12.65 19.91 209: 22-6 Spr(-15.90), fd(24-0) - 15.90 22.33 210 - 22-6 Spr(-15.97),fd(24-0) 15.97 22.38 + 208 22-6 Spr(-15.42), fd(24-0) 15.42 21.99 212 , 22-6 Spr(-16.51) 16.51 22.76 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:O8AM Page 3 Node Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 205 201 203 215 214 207 206 222 22-6 Spr(-13.78), fdk24-0J 22-6 Spr(-12.49), fd(24-0) 22-6 Spr(-13.03), fd(24-0) 22-6 Spr(-17.81), fd(24-0) 13.78 12.49 13.03 17.814 22-6 Spr(-17.73), fd(24-0) 17.73 22-6 Spr(-15A0), fd(24-0) 15.40 22-6 Spr(-13.94), fd(24-0) 13.94 22-6 Spr(-21.15), fd(24-0) 21.15 20.79 19.79 20 22 23.63 23.58 21.98 20.91 25.76 N © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:O8AM Page 4 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Ppe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length ' Pressure Eq. Length Summary Total Length Elevation Discharge K -Factor Pt Pn Fittings OP Route 1 BL 1.0490 0=19.50 7.24 C=120 0.124177 5-1Y: Pf 4.24 200 22-6 q=19.50 K=5.6 12.13 Spr(-12.13), fd(24-0) 29-0, Pe -0.94 2000 24-8 15.42 T(5-0) 34-1%Pv BL 1.0490 0=39.29 14.58 C=120 0.453782 1-0 Pf 4.99 2000 24-8 15.42 10-0 Pe -0.22 2001 25-2 20.20 2T(5-0) - 11-0 Pv B L 1.6100 0=79.42 12.52 C=120 0.207132 10-0 Pf 2.07 2001 25-2 20.20 Pe 2002 25-2 22.27 10-0 Pv BL 2.0670 0=120.69 11.54 C=120 0.133056 10-01 Pf 1.33 2002 25-2 22.27 Pe 2003 25-2 23.60 10-01 Pv BL 2.0670 0=164.36 15.71 C=120 0.235584 6-7 Pf 3.91 2003 25-2 23.60 10-0 Pe 2004 25-2 27.51 T(10-0) 16-7 Pv BL 2 4690 0=164.36 11.01 C=120 0.099146 1-2 Pf 1.31 2004 25-2 27.51 12-0, Pe 0.51 2005 24-0 29.32 P0(12-0) 13-2 Pv CM 3.2600 0=286.50 11.01 C=120 0.071608 5-3 Pf 0.38 2005 24-0 29.32 Pe 2006 24-0 29.69 5-3 Pv CM 4.2600 0=286.50 6.45 C=120 0.019458 6-8' Pf 0.13 2006 24-0 _ 29.69 ' Pe 0.00 2007 24-0 29.82 6-4Pv CM 4.2600 0=312.26 7.03 C=120 0.022818 1-7 Pf 0.64 2007 24-0 29.82 26-4 Pe 2008 24-0 30.46 P0(26-4) i 27-111 Pv CM _ 5.2950 0=312.26 4.55 C=120 0.007912 81-0 Pf 0.64 2008 24-0 30.46 Pe 2009 24-0 31.10 81-0 Pv CM 5.2950 0=519.38 7.57 C=120 0.02.028.1 1-41/2 Pf 0.23 2009 24-0 31.10 _ _ 10-1 Vi Pe 2010 24-0 31.33 LtE(10-1 /2) 11-6 Pv CM 6.357.0 0=519.38 5.25 C=120 0.008327 15-1Y Pf 0.22 2010 24-0 31.33 11-4' Pe 5 17 2011 12-1 36.72 LtE(11-4) 26-5'/z Pv CM 8.2490 0=519.38 3.12 C=120 0.002341 111 Pf 0.06 2011 12-1 36.72 14-1 Pe 5.02 2 0-6 41.80 f(-0.00), BV(14-1) 25-2 Pv U G _ 8.3900 0=519.38 3.01 C=140 0.001621 251-5% Pf 8.69 _ 2 0-6 41.80 176-5, Pe 1.95 1 -4-0 52.44 4LtE(22-01/2), Ee2(15-3), 427-111 Pv PIV(6-9%), BFP(-8.00), GV(6-91/2), S, T(59-4/) Route 2 BL L 1.049.0 Q=19.79 7.35 C=120 0.127585 4-41/2 Pf 3 88 201 22-6 q=19.79 K=5.6 12.49 Spr(-12.49), fd(24-0) 26-0, Pe -0.94 2000 24-8 15.42 E(2-0) 30-41/2 Pv Gil. Route 3 BL 1.0490 0=19.91 7.39 C=120 0.1290.92 4-8 Pf 4.35 202 22-6 q=19.91 K=5.6 12.65 _ Spr(-12.65), fd(24-0) 29-0 Pe -0.94 2013 24-8 16.05 T(5-0) 33-6 Pv BL 1.0490 0=40.13 14.90 C=120 0.471928 1-0 Pf 3.78 2013 24-8 16.05 7-0 Pe -0.22 2014 25-2 19.61 T(5-0), E(2-0) 8-0 Pv BL 1.6100 0=40.13 6.32 C=120 0.058588 10-0 Pf 0 59 _ 2014 25-2 19.61 Pe 2001 25-2 20.20 10-0 Pv rwo Route 4 BL 1.049.0 Q=20.22 7.50 C=120 0.132738 3-10 Pf 3.96 203 22-6 q=20.22 K=5.6 13.03 Spr(-13.03), fd(24-0) 26-0 Pe -0.94 2013 24-8 16.05 E(2-0) 29-10 Pv Iwo Route 5 BL 1.0490 Q=20.48 7.60 C=120 0.135991 4-8 Pf 4.58 204 _ 22-6 q=20.48 K=5.6 13.38 Spr(-13.38), fd(24-0) 29-0 Pe -0.94 2015 24-8 17.02 T(5-0) 33-8 Pv BL 1.0490 0=41.27 15.32 C=120 0.497123 1-0' Pf 5.47 2015 24-8 17.02 10-0 Pe -0.22 2002 25-2 22.27 27(5-0) 11-0 Pv Gib Route 6 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/11/2011 11:15:15A M Page 5 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Pt Friction Loss _ __ Pn Fittings - • Length ' Pressure Eq. Length Summary Total Length I Downstream Upstream Elevation Discharge K -Factor BL 1.0490 Q=20.79 7.72 C=120 0.139818 3-10; Pf 4.17 205 22-6 q=20.79 K=5.6 13.78 _ _ Spr(-13.78), fd(24-0) 26-c Pe -0.94 2015 24-8 17.02 E(2-0) 1 29-10Pv Route 7 BL 1.0490 0=20.91 7.76 C=120 0.141294 7-7; Pf 4.74 206 22-6 q=20.91 K=5.6 13.94 Spr(-13.94), fd(24-0) 26-0 Pe -0.94 2016 24-8 17.75 E(2-0) 1 33-7 Pv BL1.0490 -.- - 0=43.67 16.21 C=120 0.551745 1-0 Pf 6.07 2016 24-8 17.75 10-0 Pe -0.22 2003 25-2 23.60 2T(5-0) 11-0Pv Gib Route 8 BL 1.0490 Q=21.98 8.16 C=120 0.154956 5-10 Pf 4.93 207 22-6 q=21.98 K=5.6 15.40 Spr(-15.40), fd(24-0) 26-a Pe -0.94 2017 24-8 19.40 E(2-0) I 31-10 Pv BL 1.0490 0=43.97 16.32 C=120 0.558945 1-0 Pf 6.15 2017 24-8 19.40 - 10-0 Pe -0.22 2018 25-2 25.33 2T(5-0) 11-0 Pv BL 1.6100 Q=88.68 13.98 C=120 0.254044 10-0 Pf 2.54 2018 25-2 25.33 I Pe 2019 25-2 27.87 10-0 Pv BL 2.0670 0=88.68 8.48 C=120 0.0752.39 14-51 Pf 1.84 2019 25-2 27.87 10-0 Pe 2020 25-2 29.71 T(10-0) 24-5 Pv BL 2.4690 0=88.68 5.94 C=120 0.031665 1- Pf 0.42 2020 25-2 29.71 12-0 Pe 0.51 2021 24-0 30.63 P0(12-0) I 13-2 Pv CM 3.2600 Q=159.92 6.15 C=120 0.0.2.43.49 1 5-31 Pf 0.13 2021 24-0 30.63 Pe -0.00 2022 24-0 30.76 5-3 Pv CM 4.2600 0=159.92 3.60 C=120 0.006616 I 6-8 Pf 0.04 2022 24-0 30.76 Pe 0.00 2023 24-0 30.80 6-6 Pv CM 4.2600 0=207.13 4.66_ C=120 0.010678 1-7 Pf 0.30 2023 24-0 30.80 26-4 Pe 2009 24-0 31.10 P0(26-4) 27-11 Pv Gil Route 9 BL 1.0490 0=21.99 8.16 C=120 0.155138 2-8 Pf 4.91 208 22-6 q=21.99 K=5.6 15.42 Spr(-15.42), fd(24-0) 29-0 Pe -0.94 2017 24-8 19.40 T(5-0) 31-8 Pv Iwo Route 10 BL 1.0490 0=22.33 8.29 C=120 0.159529 i 7-0 Pf 5.26 209 22-6 q=22.33 K=5.6 15.90 Spr(-15 90), fd(24-0) 26-0 Pe -0.94 2024 24-8 20.22 E(2-0) 33-0 Pv BL 1.0490 Q=44.71 16.60 C=120 0.57638.5 1-0 Pf 4.61 2024 24-8 20.22 - 7-0 Pe -0.22 2025 25-2 24.61 T(5-0), E(2-0) 8-d Pv BL 1.6100 0=44.71 7 05 C=120 0.071556 10-0 Pf 0.72 2025 25-2 24.61 Pe 2018 25-2 25.33 10-0; Pv GO Route 11 BL _ 1.0490 0=22.38 8.31 C=120 0.160241 3-41/2 Pf 5.19 210 22-6 _ q=22.38 _ K=5 6 15.97 Spr(-15.97), fd(24-0) 29-0 Pe -0.94 2024 24-8 20.22 T(5-0) 32-4%I Pv Q Route 12 BL 1.0490 0=22.70 8.43 C=120 0.164450 6-5 Pf 5.33 211 22-6 q=22.70 K=5.6 16.43 S r -16.43 , fd(24-0) 26-0 Pe -0.94 2026 24-8 20.82 E(2-0) 32-51Pv BL 1.0490 Q=45.50 16.89 C=120 0.595468 2-3. Pf 5.51 2026 24-8 20.82 7-0 Pe -0.22 2027 25-2 26.11 E(2-0), T(5-0) 9-31Pv BL 1.6100 0=45.50 7.17 C=120 0.073925 10-0 Pf 0.74 2027 25-2 26.11 Pe 2028 25-2 26.85 10-0 Pv BL 1.6100 0=71.23 11.23 C=120 0.169384 10-0 Pf 1.69 2028 25-2 26.85 1 Pe 2029 25-2 28.54 10-0 Pv BL 2.0670 0=71.23 6.81 C=120 0.050166 14-5 Pf 1.22 2029 25-2 28.54 10-0 Pe 2030 25-2 29.77 T(10-0) 24-5 Pv BL 2.4690 0=71.23 4.77 C=120 0.021112 1-2 Pf 0.28 2030 25-2 29.77 12-0 Pe 0.51 2031 24-0 30.55 P0(12-0) 13-2' Pv © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:15AM Page 6 Hydraulic Analysis Job Number. 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss ' Length Pressure Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Pn Fittings CM 3.2600 0=71.23 2.74 C=120 0.005454 14-3 Pf 0.08 2031 24-0 30.55 Pe -0.00 2021 24-0 30.63 ' 14-3Pv 4.10 Route 13 BL 1.0490 Q=22.76 8.45 C=120 0.165236 6-2 Pf 2.17 212 22-6 q=22.76 K=5.6 __ 16.51 Spr(-16.51) 7-d Pe -0.94 2016 24-8 17.75 E(2-0), T(5-0) 13-2; Pv Q Route 14 BL 1.0490 0=22.81 8.47 C=120 0.165908 2-2 Pf 5.17 213 22-6 q=22.81 K=5.6 16 59 Spr(-16.59), fd(24-0) 29-0 Pe -0.94 2026 24-8 20.82 T(5-0) 31-2iPv ® Route 15 BL 1.0490 0=23.58 8.75 0=120 0.176508 6-10'/q Pf 6.33 214 22-6 q=23.58 K=5.6 17.73 Spr(-17.73), fd(24-0) 29-0 Pe -0.94 2032 24-8 23.13 T(5-0) 35-10%3 Pv BL_ 1.0490 0=47.21 17.53 C=120 0.637509 1-0 Pf 5.10 2032 24-8 23.13 _ � 7-0 Pe -0.22 2033 25-2 28.01 T(5-0), E(2-0) 8-0 Pv BL 1.6100 0=47.21 7.44 C=120 0.079144 20-0. Pf 1.58 _ _ 2033 25-2 - 28.01 Pe 2034 25-2 29.59 20-d Pv BL 2.0670 0=47.21 4.51 C=120 0.023440 i 14-5 Pf 0.57 2034 25-2 29.59 10-0 Pe 2035 25-2 30.17 T(10-0) 24-5 Pv BL 2.4690 Q=47.21 3.16 C=120 0.009865 1-2� Pf 0.13 2035 25-2 _ 30.17 _ 12-0Pe 0.51 2023 24-0 30.80 P0(12-0) 13-2 Pv 0 Route 16 BL 1.0490 0=23.63 8.77 C=120 0.177173 9-4 Pf 6.26 215 22-6 q=23.63 K=5 6 17.81 Spr(-17.81), fd(24-0) 26-0 Pe -0.94 2032 24-8 23.13 E(2-0) 35-44Pv Q Route 17 BL 1.0490 0=23.88 8.87 C=120 0.180689 6-1%z Pf 2.37 216 22-6 q=23.88 K=5.6 18.19 Spr(-18.19) 7-0 Pe -0.94 2036 24-8 19.62 E(2-0), T(5-0) 13-1%z Pv BL1.0490 0=48.45 17.98 C=120 0.668660 2-3 Pf 6.19 2036 24-8 19.62 7-0 Pe -0.22 2037 25-2 25.59 E(2-0), T(5-0) 9-3 Pv BL 2.0670 0=122.14 11 68 C=120 0.136038 6-7 Pf 2.26 2037 25-2 25.59 10-0 Pe 2038 25-2 27.85 T(10-0) 16-7 Pv BL 2.4690 0=122.14 8 19 C=120 0.057252 1-2 Pf 0.75 2038 25-2 27.85 12-0 Pe 0.51 2039 24-0 29.11 P0(12-0) 13-2Pv CM 3.2600 Q=122.14 4.69 C=120 0.014. 791 14-3 Pf 0.21 _ 2039 24-0 29.11 _ Pe -0.00 2005 24-0 29 32 14-3 Pv GI Route 18 BL 1.0490 0=24.10 8.94 C=120 0.183678 4-4 Pf 6.86 217 22-6 q=24.10 K=5.6 18.51 _ Spr(-18.51), fd(24-0) 33-0. Pe -1.16 2040 25-2 24.22 2E(2-0), T(5-0) 37-4 Pv BL 1.6100 0=48 77 7.69 0=120 0.084056 10-0 Pf 0.84 2040 25-2 24.22 Pe 2041 25-2 25.06 j 10-0. Pv BL 2.0670 0=73.70 7.05 C=120 0.053424 10-0 Pf 0.53 2041 25-2 25.06 Pe 2037 25-2 25.59 10-0 Pv Gar Route 19 BL 1.0490 0=24.56 9.12 C=120 0.190331 2-11'4 Pf 1.32 218 22-6 q=24 56 _ K=5.6 19.24 Spr(-19.24) 4-0 Pe -0.94 2036 24-8 19.62 2E(2-0) 6-1114 Pv GO Route 20 BL 1.0490 0=24.68 9.16 C=120 0.191991 1-9 Pf 5.71 219 22-6 q=24.68 _ _ K=5.6 19.42 Spr(-19.42), fd(24-0) 28-0, Pe -1.16 2042 25-2 23.98 2E(2-0) 29-9 Pv BL 1.6100 0=24.68 3.89 0=120 0.023835 10-0 Pf 0.24 2042 25-2 23.98 _ ' Pe 2040 25-2 24.22 10-0 Pv Route 21 BL 1.0490 0=24.92 9.25 0=120 0.195528 1-9 Pf 6.40 220 22-6 q=24.92 K=5.6 19.81 Spr(-19.81), fd(24-0) 31-01 Pe -1.16 2041 25-2 25.06 E(2-0), T(5-0) 32-9' Pv GO Route 22 © M.E.P.CAD, Inc. illAutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:15AM Page 7 Hydraulic Analysis Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.0490 0=25.73 9.55 C=120 0.207386 2-3 Pf 6.90 221 22-6 q=25.73 K=5.6 21.11 Spr(-21.11), fd(24-0) 31-0 Pe -1.16 2028 25-2 26.85 E(2-0), T(5-0) 33-3 Pv o Route 23 BL 1049_0 0=25.76 9.56 C=120 0.207789 3-5 Pf 8.81 222 22-6 q=25.76 K=5.6 21.15 Spr(-21.15), fd(24-0) 39-0 Pe -1.16 2043 25-2 . 28.81 3T(5-0) 42-5 Pv BL 1.6100 0=25.76 4.06 C=120 0.025796 10-0 Pf 0.26 _ _ , 2043 25-2 28.81 Pe 2044 25-2 29.07 10-0 Pv 2.0670 0=25.76 2.46 C=120 0.007640 16-7 Pf 0.20 _BL _ 2044 25-2 29.07 10-0 Pe 2045 25-2 29.27 T(10-0) 26-7 Pv BL 2.4690 0=25.76 1.73 C=120 0.003215 1-2 Pf 0.04 2045 25-2 29.27 12-0 Pe 0 51 2007 24-0 29.82 P0(12-0) 13-2 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) II C Value Multiplier / Actual Inside Diameter \ 4 87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 1` Schedule 40 Steel Pipe Inside Diameter J = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow - Eel 11'% Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPR INK® VR7 v7.1.7 04/11/2011 11:15:15AM Page 8 Hydraulic Graph Job Number: 2-10-5712 Report Description: Second Floor - Ordinary Group I Supply at Node 1 100 . 90 80 Statim c Pre.. ssure ., 70 1 60 Q v 50 519.38 @ 52.44 769.38 with hose streams a cnN N 40 30 System demand curve 20 10 0-1111i_111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1) 1 1 1)) 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1_1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Mydraultc GrapM1 Supply at Node 1 Static Pressure 80.00 Reeaual Pressure - 1500.00 @ 73.60 Available Pressure © time of 78.14 @ 769.38 System Damara 519.38 @ 52 44 System Demand Onchain9 Moa. Anew...) 769 38 @ 52.44 (, ©M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 04/11/2011 11:15:22AM Page 9 Normal Operation: Controller Current Auxiliary Output Current: SHP PRO Battery Calculation Form Version 3.1 Back Up Hours required: [24, 60 or 90 Hours (FM Only)] 0.135 A 0.080 A Total Normal Current = 0.215 X Alarm Operation: Controller Current: CRM4 [Number of relays modules installed] Output Device Current: Auxiliary Output Current: Power Supplied: Controller Supplied Current: Auxiliary In Current 0.135 A 1 0.040 A 0.148 A A 1 -May -08 24.0 hours = 5.16 A -H 0.192 Total Alarm Current = 0.515 X 5 minutes = 0.0427 A -H Total A -H used = 5.2027 A -H (X1.2 factor) Must xceed I Total Power Required ------> 4.135 A 0.060 A Total Current Supplied = 4.195 Amps 6.2433 A -H Must Exceed Total Battery Pack A -H Available (7 or 18 A -H ) 7 A -H Normal Operation: Controller Current Auxiliary Output Current: SHP PRO Battery Calculation Form Back Up Hours required: [24, 60 or 90 Hours (FM Only)] Total Normal Current = Alarm Operation: Controller Current: CRM4 [Number of relay modules installed] Output Device Current: Auxiliary Output Current: 0.135 A .10 A 0.235 X 0.135 A 2 0.080 A Total Alarm Current = 1.00 A 0.10 A 24 hours = 5.64 A -H 1.32 X 0.083 hours = 0.109 A -H Must Exceed Power Supplied: Controller Supplied Current: Auxiliary In Current Total A -H used = 5.749 A -H (X1.1 factor) Total Power Required > 6.32 A -H 4.135 A A Total Current Supplied = 4.135 Amps Must Exceed Total Battery Pack A -H Available (7 or 18 A -H) 7 A -H NAC Circuit LoadNoltage Drop Calculations Date: 10/25/2010 Job Number: 617S Job Name: Continental Mills NAC Circuit: NAC -1 Device Type 1 Qty. Amps Total Space Age Module A/V devices IAVHORN - LOW 1 0.003 0.003 IAVHORN - HIGH 0.025 0.000 IAVSLM24 - Steady incand. 2 0.096 0.192 IAVFLM24 - Flashing incand. 0.050 0.000 IAVSTR24 - Strobe 0.115 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Combined Device Totals 3 0.195 Voltage Drop - Wire Size (One Way Distance) Feet Resistance Drop AWG 16 - 5.29 Ohms/1000 ft 0.000 0.000 AWG 14 - 3.26 Ohms/1000 ft 175 0.222 0.333 AWG 12 - 2.05 Ohms/1000 ft 0.000 0.000 i ECARO-25 Flow Calculation Software Fike Corporation • ® 1 ke CORPORATION ECARO-25 Flow Calculation Software Version 4.00.0000 Copyright © 2002-2010 Fike Corporation UL Ex4623, FM 3014476 Licensed to ken, E -Squared Systems Results Printed on 10/25/2010 PROJECT INFORMATION Project Name: Project Designer: Project Location: Project Account: Project Description: Project Filename: CONTINENTAL MILLS KB SERVER ROOM 132 C:\Fike\Ecaro files\615S - A Cont. Mills.125 CUSTOMER INFORMATION Company Name: Company Address: Company Phone: Company Fax: Contact Information: E -SQUARED SYSTEMS 10111 S. TACOMA WAY, #D6 TACOMA, WA. 98499 253-284-3707 253-284-3714 615S - A Cont. MiIIs.125 Page 1 ECARO-25 Flow Calculation Software Agent Requirements - Enclosure 0001 (SERVER ROOM 132) Fike Corporation Enclosure Area Enclosure Height Volume Added Volume Subtracted Protected Volume 47.00 ft L X 23.00 ft W 14.66 ft None • None 15847.46 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 8.50 % 8.51 % at 70 °F 70 °F 70 °F 500 ft 466.0 lbs Nozzle Information - Pipe Network 0001 (Pipe Network 0001) Nozzle Number Type Enclosure Name Requested Agent 0101 180° SERVER ROOM 132 233.0 lbs 0102 180° SERVER ROOM 132 233.0 lbs Total Agent Distributed Through Pipe Network: 466.0 lbs Cylinder Information - Pipe Network 0001 (Pipe Network 0001) Cylinder Type Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-270 650 Ib Upright • 1 X 466 lbs No Manifold - - - Fill Density Empty Weight Floor Area Floor Loading 49.4 lbs / ft3 350 lbs 3.14 ft2 250 lbs / ft2 615S - A Cont. MiIIs.125 Page 2 i ECARO-25 Flow Calculation Software Pipe Network Isometric Fike Corporation 615S - A Cont. Mills.125 650 Ib Upright (466.0 lbs) Page 3 ECARO-25 Flow Calculation Software Flow Calculation Input Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation 615S - A Cont. MiIIs.125 Page 4 End Length Elevation Select Pipe Dia Select pipe Sch 90, Thru Side Union Equ Length Cyl Non Type Select Agent SelectStart Orifice 1 2 4.06 ft 4.06 ft 3 in SCH 40 T 26.84 ft 1 2 3 1.00 ft 1.00 ft tin SCH 40 G 3 4 23.08 ft 8.33 ft 2 in - SCH 40 G 5 4 5 12.25 ft 2 in SCH 40 G 1 1 • 4 6 12.25 ft tin SCH 40 G 1 1 , 5 102 0.25 ft -0.25 ft 2 in SCH 40 T 1 180 233.0 lbs 0.5000 in 6 101 0.25 ft -0.25 ft 2 in SCH 40 T 1 180 233.0 lbs 0.5000 in 615S - A Cont. MiIIs.125 Page 4 ECARO-25 Flow Calculation Software Flow Calculation Output Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -5C11 40 30.90 ft 249 psia 244 psia 48.4 lbs/s 2 3 2 -GRV 40 1.00 ft 244 psia 237 psia 48.4 lbs/s 3 4 2 -GRV 40 40.31 ft 237 psia 191 psia 48.4 lbs/s 4 5 2 -GRV 40 24.31 ft 191 psia 188 psia 24.2 lbs/s 4 6 2 -GRV 40 24.31 ft 191 psia 188 psia 24.2 lbs/s 5 102 2 -SCH 40 5.42 ft 188 psia 187 psia 24.2 lbs/s 233.0 lbs 0.5000 in 6 101 2 -SCH 40 5.42 ft 188 psia 187 psia 24.2 lbs/s 233.0 lbs 0.5000 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 4.00.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 10/25/2010 9:20:35 AM System calculated within limits of Fikes UL listing and FM approval 6155 - A Cont. Mills.125 Page 5 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0001 (Pipe Network 0001) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-270 650 Ib Upright 466 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 101 80-050-5000 2 -SCH 40 180° 0.5000 in 102 80-050-5000 1 2 -SCH 40 180° 0.5000 in Pipe List Section Pipe Length Pipe Type 1 - 2 4.06 ft 3 -SCH 40 2 - 3 1.00 ft 2 -GRV 40 3 - 4 23.08 ft 2 -GRV 40 4 - 5 12.25 ft 2 -GRV 40 4 - 6 12.25 ft 2 -GRV 40 5 - 102 0.25 ft 2 -SCH 40 6 - 101 0.25 ft 2 -SCH 40 615S - A Cont. Mills.125 Page 6 ECARO-25 Flow Calculation Software System Acceptance Report Pipe Network Discharge Time Fike Corporation Pipe Network Discharge Time %Agent in Pipe Network Pipe Temperature 0001 - Pipe Network 0001 9.71 s 16.53% 70 °F Enclosure 0001 (SERVER ROOM 132) - Nozzle Performance Nozzle Number Orifice Diameter Agent Requested Agent Predicted Nozzle Pressure 101 0.5000 in 233.0 lbs 233.0 lbs 187 psia 102 0.5000 in 233.0 lbs 233.0 lbs 187 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00 % 8.50 % 8.51 % at 70 °F 8.51 % at 70 °F 615S - A Cont. Mills.125 Page 7 ToI-Brace Seismic Calculations Project Address: Segale Office Building Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 (253) 926-2290 PATRIFP099CF on 2007 NFPA Pamphlet #13 of a txarxf CO" 18100 Andover Park West.A_ Tukwila, WA Job # 11-1764 Calculations based Brace Information Tolco Brace Components Maximum Spacing 3q.0" (9.14 m) - Maximum Brace Length 7' 0" (2214 m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 _ Angle from Vertical 30° Min. — Least Rad. of Gyration 0.421" (11 mm) L/R Value20o Assembly BAR JOIST TOLCO FIG UNIVERSAL BRACE FITTING TOLCO FIG. 1001 FAST CLAMP Detail TOL CO FIG 825 SWAY BRACE ATTACHM ENT 980 SWAY 4 Max Horizontal Load 1227 lbs (557 kg) Force Factor (Cp) 0.5 .i�� Al it Fastener Information Fastener Orientation NFPA Type G _ __ __ Type Fig.825 STEEL PIPE LATERAL BRACE Diameter N/A Length N/A Brace Identification on Plans Lateral Brace Maximum Load 1007 lbs (457 kg) Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 119 lbs (54 kg) 2" Sch.7 Steel Pipe (50.8 mm) 4ft (1.2 m) 8 lbs (4 kg) 1'/z" Sch.7 Steel Pipe (38.1 mm) 192ft (58.5 m) 260 lbs (118 kg) 1" Sch.7 Steel Pipe (25.4 mm) 10ft (3 m) 7 lbs (3 kg) Percentage added for Fittings and Sprinklers 15% 59 lbs (26.76 kg) Total Adjusted Load of all pipe within Zone of Influence 452 lbs (205 kg) {Tol-Brace Version 71 ToI-Brace Seismic Calculations Segale Office Building 18100 Andover Park West Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1764 Lateral Brace NFPA Type G 3" Sch.10 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7'0"(2.14m) 200 30° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence a brand of 1\11E3CO' 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 2" Sch.7 Steel Pipe (50.8 mm) 4ft (1.2 m) 1'A" Sch.7 Steel Pipe (38.1 mm) 192ft (58.5 m) 1" Sch.7 Steel Pipe (25.4 mm) 10ft (3 m) Allowance for I -leads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 452 lbs (205 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) Structural Member Girder Truss 15% Calculations prepared by Bob Forsberg *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Tol-Brace Seismic Calculations Project Address: S_ egale 18100 Tukwila, Office Building 60ft (18.3 m) Patriot Fire Protection ,: 2707 70th Avenue Eastt' Tacoma, WA 98424 -buy (253)926-2290 a brand PATRIFP099CF on 2007 NFPA Pamphlet #13 y _ _ Andover Park West al ";C3' WA 274 lbs (124 kg) Job # 11-1764 Calculations based Brace Information Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 60` 0" (18.29 m) 7' 0" (2.14 m) _ _ Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 1" Sch.40 30° Min. — _ 0.421" (11 mm) -- Assembly TX, ' ray -3 F',* -F V SNA, 1 a=tet' ,11T�r,t{'ll'A 1•7.11:. : Fla -cii 11741,r.41. VAf --_,,_ B'.C.M !Matta T t P "I.C. rG 4t i PFEC_4►/PF+R-a, rr' F:=1.547';(: Detail s, , 't`* zoo 1227 Ibs_(557 kg) _ 0.5 FbsE Al. _ Fastener Information"- PTE,- ..3 _ iF.ZE Fastener Orientation Type Diameter Length Maximum Load NFPA Type D_ _ Fig.825 Across Beam !UFA,' }z —J' —, t N/A N/A 11 1007 lbs (457 k9) Brace Identification on Plans Longitudinal Brace Orientation of Brace Longitudinal Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 60ft (18.3 m) 238 lbs (108 kg) Percentage added for Fittings and Sprinklers 15% 36 lbs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 274 lbs (124 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations Segale Office Building 18100 Andover Park West Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1764 Longitudinal Brace NFPA Type D 3" Sch.10 Steel Pipe 60' 0" (18.29 m) Longitudinal 1" Sch.40 7'0"(2.14m) 200 30° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 160ft (18.3 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 274 lbs (124 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1382 lbs (627 kg) Structural Member Girder Truss 15% Calculations prepared by Bob Forsberg *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com LONGITUDINAL RIGID BRACE - CLEVIS SUPPORTED PIPE 1R' THROUGH 24' PIPE SIZE 1 SEE STRUCTURAL ATTACHMENTS SECTION t MIN. (45' TYP) DETAI r TOLL© FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT. TK3HTEN UNTIL BREAKOFF BOLT HEAD COMES OFF. (SEE PAGE 11.1) TOLSTRUT A•12 CHANNEL OR SCH. 40 STEEL PIPE LONO(TUQINAL BRACE (SEE PAGE 11.26) (TYP) TOLCO FIG. 4 OR M PIPE CLAMP. INSTALL WITHIN 4' OF SUPPORT HANGER. ROO MAY REQUIRE A STIFFENER. (SEE PAGE 12.4. 12.5) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale Office Building 1st Floor FILE NUMBER: segale office building 1st floor DATE: JUN 25, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13 Light Hazard Shell Office DENSITY: . 15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 273.2 gpm TOTAL WATER REQUIRED (including hose): 523.2 gpm FLOW AND PRESSURE BASE OF RISER Node( 1 ):273.2 gpm @ 52.0 psi SPRINKLER ORIFICE SIZE: 5.6k NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE.: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE JOB TITLE: Segale Office Building 1st Floor WA'1ER SUP2th DATA SOURCZ NODE, TAG CITY 80.0 RESID. PRESS. @ (PSI) 73.6 FLOW (GPM) 1500.0 AVAIL. PRESS. (PSI) 79.1 Page 2 BUILDING 1ST FLOOR.SDF TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 523.2 58.5 Required pressure is 20.5 psi (26%) less than available pressure. 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 0.0 DC1 0.0 DC2 0.0 1 0.5 2 3.0 3 3.0 20 11.5 21 11.5 22 11.5 23 11.5 25 11.5 26 11.5 27 11.5 30 12.7 31 12.7 32 12.7 35 12.7 36 12.7 37 12.7 S101 14.0 S102 14.0 S103 14.0 5104 14.0 S105 14.0 S106 14.0 5107 14.0 5108 14.0 5109 14.0 5110 14.0 S111 14.0 S112 14.0 S113 14.0 SOURCE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= K= K= K= K= K= K= K= 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 523.2 GPM 250.0 GPM 0.0 GPM 273.2 GPM PRESSURE (PSI) 58.5 58.4 52.4 52.0 50.9 50.9 44.3 42.8 33.9 29.1 25.6 25.2 25.1 24.3 23.7 23.6 17.0 14.9 14.8 15.4 14.4 13.9 13.8 13.8 13.4 11.6 10.8 10.5 10.4 13.4 11.6 10.8 DISCHARGE (GPM) 273.2 22.0 21.2 20.9 20.8 20.5 19.1 18.4 18.1 18.0 20.5 19.0 18.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S114 14.0 K= 5.60 10.4 18.1 S115 14.0 K= 5.60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 273.2 6.280 PL 12.00 PF 0.1 CITY 0.0 SRCE 58.5 (N/A) 2.8 140 FTG TG PE 0.0 DC1 0.0 0.0 58.4 0.0 0.002 TL 64.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC1 0.0 0.0 58.4 0.0 6.0 psi, 273.2 gpm DC2 0.0 0.0 52.4 0.0 Pipe: 3 273.2 6.280 PL 42.00 PF 0.2 DC2 0.0 0.0 52.4 0.0 2.8 140 FTG 3E PE -0.2 1 0.5 0.0 52.0 0.0 0.002 TL 108.00 PV Pipe: 4 273.2 6.357 PL 2.50 PF 0.0 1 0.5 0.0 52.0 0.0 2.8 120 FTG ---- PE -1.1 2 3.0 0.0 50.9 0.0 0.003 TL 2.50 PV Pipe: 5 0.0 6.357 PL 2.00 PF 0.0 2 3.0 0.0 50.9 0.0 0.0 120 FTG T PE 0.0 3 3.0 0.0 50.9 0.0 0.000 TL 40.00 PV Pipe: 6 273.2 3.260 PL 8.50 PF 2.9 2 3.0 0.0 50.9 0.0 10.5 120 FTG BC PE -3.7 20 11.5 0.0 44.3 0.0 0.066 TL 44.50 PV Pipe: 7 273.2 3.260 PL 12.83 PF 1.5 20 11.5 0.0 44.3 0.0 10.5 120 FTG E PE 0.0 21 11.5 0.0 42.8 0.0 0.066 TL 22.83 PV Pipe: 8 273.2 3.260 PL 116.42 PF 8.9 21 11.5 0.0 42.8 0.0 10.5 120 FTG T PE 0.0 22 11.5 0.0 33.9 0.0 0.066 TL 136.42 PV Pipe: 9 273.2 3.260 PL 72.00 PF 4.7 22 11.5 0.0 33.9 0.0 10.5 120 FTG ---- PE 0.0 23 11.5 0.0 29.1 0.0 0.066 TL 72.00 PV Pipe: 10 273.2 3.260 PL 54.50 PF 3.6 23 11.5 0.0 29.1 0.0 10.5 120 FTG ---- PE 0.0 25 11.5 0.0 25.6 0.0 0.066 TL 54.50 PV Pipe: 11 188.2 3.260 PL 12.00 PF 0.4 25 11.5 0.0 25.6 0.0 7.2 120 FTG ---- PE 0.0 26 11.5 0.0 25.2 0.0 0.033 TL 12.00 PV Pipe: 12 94.0 3.260 PL 12.00 PF 0.1 26 11.5 0.0 25.2 0.0 3.6 120 FTG ---- PE 0.0 27 11.5 0.0 25.1 0.0 0.009 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 84.9 2.185 PL 1.17 PF 0.8 25 11.5 0.0 25.6 0.0 7.3 120 FTG T PE -0.5 30 12.7 0.0 24.3 0.0 0.053 TL 15.17 PV Pipe: 14 94.2 2.185 PL 1.17 PF 1.0 26 11.5 0.0 25.2 0.0 8.1 120 FTG T PE -0.5 31 12.7 0.0 23.7 0.0 0.064 TL 15.17 PV Pipe: 15 94.0 2.185 PL 1.17 PF 1.0 27 11.5 0.0 25.1 0.0 8.0 120 FTG T PE -0.5 32 12.7 0.0 23.6 0.0 0.064 TL 15.17 PV Pipe: 16 84.9 1.710 PL 29.50 PF 7.3 30 12.7 0.0 24.3 0.0 11.9 120 FTG T PE 0.0 35 12.7 0.0 17.0 0.0 0.175 TL 41.50 PV Pipe: 17 22.0 1.049 PL 1.33 PF 1.0 35 12.7 0.0 17.0 0.0 8.2 120 FTG T PE -0.6 S101 14.0 5.6 15.4 22.0 0.155 TL 6.33 PV Pipe: 18 62.9 1.710 PL 8.08 PF 2.0 35 12.7 0.0 17.0 0.0 8.8 120 FTG 2E PE -0.6 S102 14.0 5.6 14.4 21.2 0.100 TL 20.08 PV Pipe: 19 41.7 1.710 PL 10.00 PF 0.5 S102 14.0 5.6 14.4 21.2 5.8 120 FTG ---- PE 0.0 S103 14.0 5.6 13.9 20.9 0.047 TL 10.00 PV Pipe: 20 20.8 1.710 PL 10.00 PF 0.1 S103 14.0 5.6 13.9 20.9 2.9 120 FTG ---- PE 0.0 S104 14.0 5.6 13.8 20.8 0.013 TL 10.00 PV Pipe: 21 0.0 1.710 PL 10.00 PF 0.0 S104 14.0 5.6 13.8 20.8 0.0 120 FTG ---- PE 0.0 S105 14.0 0.0 13.8 0.0 0.000 TL 10.00 PV Pipe: 22 94.2 1.710 PL 29.50 PF 8.8 31 12.7 0.0 23.7 0.0 13.2 120 FTG T PE 0.0 36 12.7 0.0 14.9 0.0 0.212 TL 41.50 PV Pipe: 23 20.5 1.049 PL 1.33 PF 0.9 36 12.7 0.0 14.9 0.0 7.6 120 FTG T PE -0.6 S106 14.0 5.6 13.4 20.5 0.137 TL 6.33 PV Pipe: 24 73.7 1.710 PL 8.08 PF 2.7 36 12.7 0.0 14.9 0.0 10.3 120 FTG 2E PE -0.6 S107 14.0 5.6 11.6 19.1 0.134 TL 20.08 PV Pipe: 25 54.6 1.710 PL 10.00 PF 0.8 S107 14.0 5.6 11.6 19.1 7.6 120 FTG ---- PE 0.0 S108 14.0 5.6 10.8 18.4 0.077 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 36.2 1.710 PL 10.00 PF 0.4 5108 14.0 5.6 10.8 18.4 5.1 120 FTG ---- PE 0.0 5109 14.0 5.6 10.5 18.1 0.036 TL 10.00 PV Pipe: 27 18.0 1.710 PL 10.00 PF 0.1 S109 14.0 5.6 10.5 18.1 2.5 120 FTG ---- PE 0.0 S110 14.0 5.6 10.4 18.0 0.010 TL 10.00 PV Pipe: 28 94.0 1.710 PL 29.50 PF 8.8 32 12.7 0.0 23.6 0.0 13.1 120 FTG T PE 0.0 37 12.7 0.0 14.8 0.0 0.211 TL 41.50 PV Pipe: 29 20.5 1.049 PL 1.33 PF 0.9 37 12.7 0.0 14.8 0.0 7.6 120 FTG T PE -0.6 S111 14.0 5.6 13.4 20.5 0.136 TL 6.33 PV Pipe: 30 73.5 1.710 PL 8.08 PF 2.7 37 12.7 0.0 14.8 0.0 10.3 120 FTG 2E PE -0.6 S112 14.0 5.6 11.6 19.0 0.134 TL 20.08 PV Pipe: 31 54.5 1.710 PL 10.00 PF 0.8 S112 14.0 5.6 11.6 19.0 7.6 120 FTG ---- PE 0.0 S113 14.0 5.6 10.8 18.4 0.077 TL 10.00 PV Pipe: 32 36.1 1.710 PL 10.00 PF 0.4 S113 14.0 5.6 10.8 18.4 5.0 120 FTG ---- PE 0.0 S114 14.0 5.6 10.4 18.1 0.036 TL 10.00 PV Pipe: 33 18.0 1.710 PL 10.00 PF 0.1 S114 14.0 5.6 10.4 18.1 2.5 120 FTG ---- PE 0.0 S115 14.0 5.6 10.3 18.0 0.010 TL 10.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 22. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee R 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -Ell Chk-VA Bfy-Va Gate -v Al-Va 1.710 6.00 12.00 3.00 14.00 4.00 1.00 0.00 0.00 0.00 2.185 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 1ST FLOOR.SDF JOB TITLE: Segale Office Building 1st Floor WATER SUPPLY ANALYSIS 04 0 • r1 0z OW u-) i7 3 0 Cu -H a7 Q 0 -H N -d O O 0 -d 4J ro an a a� N U U • N a) N 0 • 1! • >- m (`") M r G U) N m N a ro a) Lr) min a E N v v ae sa�u) a (1) •H -H a) E ✓ l m 'd to U (1) n aa) a� +� ro u m ✓ 1 Cil -ri U) O >, -H o 7 in 0) U) rt • 0 • • Cr) a) CO FC1. rxLnrC %/ %/ ri N N 0 0 0 O O O co t9 Cr 0 ‹C C7 W a x W an C0 a W -- a m -H --- O O N 0 O 0 N 0 o X — Cr aJ ' CD 0 0 N O — 0 c0 O —0 w O — 0 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR Segale Office Building 2nd Floor FILE NUMBER: segale office building 2nd floor DATE: JUN 25, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13 Light Hazard Shell Office DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 302.0 gpm TOTAL WATER REQUIRED (including hose): 552.0 gpm FLOW AND PRESSURE BASE OF RISER Node( 1 ):302.0 gpm @ 62.0 psi SPRINKLER ORIFICE SIZE: 5.6K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: Bob Forsberg AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) 80.0 73.6 1500.0 AVAIL. PRESS. (PSI) 79.0 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 552.0 68.6 Required pressure is 10.4 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE CITY DC1 DC2 1 2 3 50 51 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 76 77 78 5201 5202 5203 S204 S205 5206 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 0.0 0.0 0.0 0.5 3.0 3.0 11.5 11.5 26.5 26.5 26.5 26.5 26.5 26.5 26.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 29.5 29.5 27.5 27.5 SOURCE K= K= K= K= K= K= 5.60 5.60 5.60 5.60 5.60 5.60 552.0 GPM 250.0 GPM 0.0 GPM 302.0 GPM PRESSURE (PSI) 68.6 68.4 62.4 62.0 60.9 60.8 55.4 54.2 47.1 44.6 37.1 31.4 25.8 25.3 25.2 24.5 23.6 23.5 16.1 15.9 10.9 10.3 10.0 10.8 10.2 10.0 17.1 16.4 14.2 14.1 13.0 11.8 DISCHARGE (GPM) 302.0 23.2 22.7 21.1 21.0 20.2 19.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5207 29.5 K= 5.60 9.3 17.1 S208 29.5 K= 5.60 8.8 16.6 S209 29.5 K= 5.60 8.5 16.4 5210 27.5 K= 5.60 10.0 17.7 S211 27.5 K= 5.60 12.9 20.1 S212 27.5 K= 5.60 11.7 19.2 S213 29.5 K= 5.60 9.3 17.1 S214 29.5 K= 5.60 8.7 16.5 S215 29.5 K= 5.60 8.5 16.3 S216 27.5 K= 5.60 9.9 17.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 302.0 6.280 PL 12.00 PF 0.2 CITY 0.0 SRCE 68.6 (N/A) 3.1 140 FTG TG PE 0.0 DC1 0.0 0.0 68.4 0.0 0.002 TL 64.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC1 0.0 0.0 68.4 0.0 6.0 psi, 302.0 gpm DC2 0.0 0.0 62.4 0.0 Pipe: 3 302.0 6.280 PL 42.00 PF 0.3 DC2 0.0 0.0 62.4 0.0 3.1 140 FTG 3E PE -0.2 1 0.5 0.0 62.0 0.0 0.002 TL 108.00 PV Pipe: 4 302.0 6.357 PL 2.50 PF 0.0 1 0.5 0.0 62.0 0.0 3.1 120 FTG ---- PE -1.1 2 3.0 0.0 60.9 0.0 0.003 TL 2.50 PV Pipe: 5 302.0 6.357 PL 2.00 PF 0.1 2 3.0 0.0 60.9 0.0 3.1 120 FTG T PE 0.0 3 3.0 0.0 60.8 0.0 0.003 TL 40.00 PV Pipe: 6 302.0 4.260 PL 8.50 PF 1.7 3 3.0 0.0 60.8 0.0 6.8 120 FTG TCB PE -3.7 50 11.5 0.0 55.4 0.0 0.021 TL 79.50 PV Pipe: 7 302.0 4.260 PL 26.46 PF 1.1 50 11.5 0.0 55.4 0.0 6.8 120 FTG 2E PE 0.0 51 11.5 0.0 54.2 0.0 0.021 TL 52.46 PV Pipe: 8 302.0 4.260 PL 15.00 PF 0.6 51 11.5 0.0 54.2 0.0 6.8 120 FTG E PE -6.5 60 26.5 0.0 47.1 0.0 0.021 TL 28.00 PV Pipe: 9 302.0 3.260 PL 11.92 PF 2.5 60 26.5 0.0 47.1 0.0 11.6 120 FTG 2E PE 0.0 61 26.5 0.0 44.6 0.0 0.079 TL 31.92 PV Pipe: 10 302.0 3.260 PL 75.50 PF 7.5 61 26.5 0.0 44.6 0.0 11.6 120 FTG T PE 0.0 62 26.5 0.0 37.1 0.0 0.079 TL 95.50 PV Pipe: 11 302.0 3.260 PL 72.00 PF 5.7 62 26.5 0.0 37.1 0.0 11.6 120 FTG ---- PE 0.0 63 26.5 0.0 31.4 0.0 0.079 TL 72.00 PV Pipe: 12 302.0 3.260 PL 71.00 PF 5.6 63 26.5 0.0 31.4 0.0 11.6 120 FTG ---- PE 0.0 64 26.5 0.0 25.8 0.0 0.079 TL 71.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 214.0 3.260 PL 12.25 PF 0.5 64 26.5 0.0 25.8 0.0 8.2 120 FTG ---- PE 0.0 65 26.5 0.0 25.3 0.0 0.042 TL 12.25 PV Pipe: 14 106.8 3.260 PL 12.25 PF 0.1 65 26.5 0.0 25.3 0.0 4.1 120 FTG ---- PE 0.0 66 26.5 0.0 25.2 0.0 0.012 TL 12.25 PV Pipe: 15 88.0 2.185 PL 1.00 PF 0.8 64 26.5 0.0 25.8 0.0 7.5 120 FTG T PE -0.4 67 27.5 0.0 24.5 0.0 0.057 TL 15.00 PV Pipe: 16 107.2 2.185 PL 1.00 PF 1.2 65 26.5 0.0 25.3 0.0 9.2 120 FTG T PE -0.4 68 27.5 0.0 23.6 0.0 0.081 TL 15.00 PV Pipe: 17 106.8 2.185 PL 1.00 PF 1.2 66 26.5 0.0 25.2 0.0 9.1 120 FTG T PE -0.4 69 27.5 0.0 23.5 0.0 0.081 TL 15.00 PV Pipe: 18 88.0 1.710 PL 27.75 PF 7.4 67 27.5 0.0 24.5 0.0 12.3 120 FTG T PE 0.0 S201 27.5 5.6 17.1 23.2 0.187 TL 39.75 PV Pipe: 19 64.8 1.710 PL 6.25 PF 0.7 S201 27.5 5.6 17.1 23.2 9.1 120 FTG ---- PE 0.0 S202 27.5 5.6 16.4 22.7 0.106 TL 6.25 PV Pipe: 20 42.1 1.710 PL 8.00 PF 0.4 S202 27.5 5.6 16.4 22.7 5.9 120 FTG ---- PE 0.0 70 27.5 0.0 16.1 0.0 0.048 TL 8.00 PV Pipe: 21 21.1 1.049 PL 2.00 PF 1.0 70 27.5 0.0 16.1 0.0 7.8 120 FTG T PE -0.9 S203 29.5 5.6 14.2 21.1 0.144 TL 7.00 PV Pipe: 21A 21.0 1.710 PL 9.00 PF 0.1 70 27.5 0.0 16.1 0.0 2.9 120 FTG ---- PE 0.0 71 27.5 0.0 15.9 0.0 0.013 TL 9.00 PV Pipe: 21B 21.0 1.049 PL 2.00 PF 1.0 71 27.5 0.0 15.9 0.0 7.8 120 FTG T PE -0.9 S204 29.5 5.6 14.1 21.0 0.143 TL 7.00 PV Pipe: 24 107.2 1.710 PL 27.75 PF 10.7 68 27.5 0.0 23.6 0.0 15.0 120 FTG T PE 0.0 S205 27.5 5.6 13.0 20.2 0.269 TL 39.75 PV Pipe: 25 87.0 1.710 PL 6.25 PF 1.1 S205 27.5 5.6 13.0 20.2 12.2 120 FTG ---- PE 0.0 S206 27.5 5.6 11.8 19.2 0.183 TL 6.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 67.7 1.710 PL 8.00 PF 0.9 S206 27.5 5.6 11.8 19.2 9.5 120 FTG ---- PE 0.0 72 27.5 0.0 10.9 0.0 0.115 TL 8.00 PV Pipe: 27 17.1 1.049 PL 2.00 PF 0.7 72 27.5 0.0 10.9 0.0 6.4 120 FTG T PE -0.9 S207 29.5 5.6 9.3 17.1 0.098 TL 7.00 PV Pipe: 28 50.6 1.710 PL 9.00 PF 0.6 72 27.5 0.0 10.9 0.0 7.1 120 FTG ---- PE 0.0 73 27.5 0.0 10.3 0.0 0.067 TL 9.00 PV Pipe: 29 16.6 1.049 PL 2.00 PF 0.6 73 27.5 0.0 10.3 0.0 6.2 120 FTG T PE -0.9 5208 29.5 5.6 8.8 16.6 0.092 TL 7.00 PV Pipe: 30 34.0 1.710 PL 8.00 PF 0.3 73 27.5 0.0 10.3 0.0 4.8 120 FTG ---- PE 0.0 74 27.5 0.0 10.0 0.0 0.032 TL 8.00 PV Pipe: 31 16.4 1.049 PL 2.00 PF 0.6 74 27.5 0.0 10.0 0.0 6.1 120 FTG T PE -0.9 5209 29.5 5.6 8.5 16.4 0.090 TL 7.00 PV Pipe: 32 17.7 1.710 PL 8.00 PF 0.1 74 27.5 0.0 10.0 0.0 2.5 120 FTG ---- PE 0.0 5210 27.5 5.6 10.0 17.7 0.010 TL 8.00 PV Pipe: 33 106.8 1.710 PL 27.75 PF 10.6 69 27.5 0.0 23.5 0.0 14.9 120 FTG T PE 0.0 S211 27.5 5.6 12.9 20.1 0.267 TL 39.75 PV Pipe: 35 86.7 1.710 PL 6.25 PF 1.1 S211 27.5 5.6 12.9 20.1 12.1 120 FTG ---- PE 0.0 S212 27.5 5.6 11.7 19.2 0.182 TL 6.25 PV Pipe: 36 67.5 1.710 PL 8.00 PF 0.9 S212 27.5 5.6 11.7 19.2 9.4 120 FTG ---- PE 0.0 76 27.5 0.0 10.8 0.0 0.114 TL 8.00 PV Pipe: 37 17.1 1.049 PL 2.00 PF 0.7 76 27.5 0.0 10.8 0.0 6.3 120 FTG T PE -0.9 S213 29.5 5.6 9.3 17.1 0.097 TL 7.00 PV Pipe: 38 50.5 1.710 PL 9.00 PF 0.6 76 27.5 0.0 10.8 0.0 7.1 120 FTG ---- PE 0.0 77 27.5 0.0 10.2 0.0 0.067 TL 9.00 PV Pipe: 38A 16.5 1.049 PL 2.00 PF 0.6 77 27.5 0.0 10.2 0.0 6.1 120 FTG T PE -0.9 S214 29.5 5.6 8.7 16.5 0.092 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 33.9 1.710 PL 8.00 PF 0.3 77 27.5 0.0 10.2 0.0 4.7 120 FTG ---- PE 0.0 78 27.5 0.0 10.0 0.0 0.032 TL 8.00 PV Pipe: 40 16.3 1.049 PL 2.00 PF 0.6 78 27.5 0.0 10.0 0.0 6.1 120 FTG T PE -0.9 S215 29.5 5.6 8.5 16.3 0.089 TL 7.00 PV Pipe: 43 17.6 1.710 PL 8.00 PF 0.1 78 27.5 0.0 10.0 0.0 2.5 120 FTG ---- PE 0.0 S216 27.5 5.6 9.9 17.6 0.010 TL 8.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.153 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 24. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee R 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -E11 Chk-VA Bfy-Va Gate -v Al-Va 1.710 6.00 12.00 3.00 14.00 4.00 1.00 0.00 0.00 0.00 2.185 7.00 14.00 4.30 16.00 6.50 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/25/2010 T:\HASS\BOBF\SEGALE OFFICE BUILDING 2ND FLOOR.SDF JOB TITLE: Segale Office Building 2nd Floor WATER SUPPLY ANALYSIS a] a) a a tri) tP a 0 U N o (I) c> • • • • >. -t U) N 7 N H u) n • a ro $ tn a u I) a] a N u) (] rl • m "O u) U a) .n a a) a $+ ,-) rl • 0 •H Hi 0 >. --1 0 0 l9 u] V) rt • tr • o m co %/i %// N o O 0 0 0 O 0 0 O 0 co l0 N c94 ow arzwv m cow---o.u]-1— 0 0 0 N 0 O z fi CD 0 o N O — O — 0 0 a WASHINGTON SURVEYING & RATING BUREAU 2101 4th Avenue Suite 300 Seattle, WA 98121 P 206.217.9772 F 206.217.9329 www.wsrb.com Underwriting Information, Filings & Property Loss Costs Jose A. Buitrago Senior Field Representative/ Plan Review jose.buitrago@wsrb.com 206.273.7157 June 29, 2010 PLAN SHEETS 1-3 of 3 SUBJECT Segale Office Building 18100 — Andover Park W. (Segale Park Drive A) Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinlder equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide flow test conducted within the last 5 years. 2. The design of .15/1,500 is acceptable. 3. Extend sprinlder protection throughout roof spaces or provide written certification that the roof deck assembly meets specifications of an UL -classified fire -resistive roof assembly design. 4. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB. 5. Provide a variable pressure alarm valve and outside water motor alarm gong. 6. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 7. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 8. Hangers should be installed according to UL listing and as specified by NFPA 13. 9. Extend sprinlder protection to all areas including exterior eaves, s with combustible materials, and to roof skylights. s, canopies, concea -d s.aces Ei • / f t C �.� ENING BUREAU Serving the Property and Casualnsticf(dl►`dt jr)nc'i�� J� LS L��orii,f,,..(0�•� \NAV thlF 4 .iJ'8cll 10( Gi:, s?,d io( 02/09/2012 12:19 FAX 2537350113 FIRE SYSTEMS WEST Fire Systems West, Inc. 0 001/001 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 February 9, 2012 Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA. Attention: Fax: Reference: Narrative: Al Metzler (206) 575-4439 Remove/reinstall on sprinkler system. Continental Mills south bldg, 18100 Andover Park W, Tukwila, WA. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. GLY is replacing a stair this weekend at Continental Mills south bldg. They are having us remove piping beneath the stair this evening so they can demo existing stair and replace it over the weekend. We will return Sunday AM to replace the heads under the new stair. Sincerely, Thero ' Davis Asst. Service Manager Accepted By: Shut Down number: Title: Date: Phone: ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS.. 2) WIRING RUNS INDICATED ON PRINTS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO BE EXACT CONDUIT RUNS. WIRING SHOULD BE REROUTED TO MEET FIELD REQUIREMENTS BY INSTALLING ELECTRICAL. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE PROTECTION CIRCUITS (MOST FIRE DETECTION CKT'S ARE NEC CLASS 3) 4) FIRE SUPPRESSION DEVICE WIRING IS REQUIRED TO BE IN CONDUIT PER NFPA 2001. OPEN FIRE ALARM CABLE IS NOT PERMITTED. ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, LOW/MID CAPACITANCE FIRE ALARM CABLE. 5) CONVENTIONAL FIRE DETECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. ADDRESSABLE CLASS "B" FIRE DETECTION SIGNALING LINE CIRCUITS (SLC) MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM PLANS. 6) OBSERVE POLARITY OF ALL FIRE DETECTION WIRING. POLARITY SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, GROUNDS, & PROPER END OF LINE RESISTOR (ELR) VALUES BEFORE SCHEDULING E—SQUARED FOR SYSTEM CHECK OUT. DOCUMENT CIRCUIT READINGS AND PRESENT TO E—SQUARED TECHNICIAN UPON INITIAL ARRIVAL ON SITE. PROVIDE E—SQUARED A MIN. OF 1 WEEK NOTICE PRIOR TO CHECK OUT. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER OTHER (NON—FIRE DETECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 120VAC POWER BY OTHERS. 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A REPRESENTATIVE FROM E—SQUARED IS PRESENT. FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 21/16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. DESIGNATES DETAIL NUMBER DESIGNATES DRAWING NUMBER WHERE DETAIL IS LOCATED. A DASH REPRESENTS THE SAME SHEET. DETAIL EFERE\CE GENERAL NOTES: 1) NOTIFY E—SQUARED SYSTEMS OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. 7) FIELD DETERMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, FIRE DAMPERS, ELEVATOR CONTROLS, &. FAN CONTROLS.) Without. Comments g As Noted in Red C7 Per The Attached Letter These plans have been reviewed by The Tukwila Fire PrQvention Dureao fnr conformance with current City ndards, Acceptance is subject to errors and :fissions which do foot authorize violations of adopted :dards and ordirt ariees. The responsibility for the .'quacy of design re.tsts totally with the designer, r -itions, deletions or revisions to these drawings;alter this date will void this acceptance and will require a resubrrilttel of revised drewings.for subsequent approval. Firi4i•accePtance is subject to geld test and inspection by The Tukwila Fire Prevention Bureau. Date: 7- DESIGNATES NODE NUMBER. t214KWiLA FIRE DEPARTMENt Please call: 575-4407 and give this job No. IQ -F ).L1 and exact address for shuti down or restoration approval, 4Z1.34-01 11 veru k. r� uhf 0'l_l e 6lr �► FAL ' c i V Gv,'Y io vY tti KR.., FLOW CALCULATION \ODE POI\ T REFEE\CE ok dea;cu144 --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, tr SILL OF MATERIALS (30V ITEM SYM EXIST. NEW PART NUMBER MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING ALARM OUTPUT CONTACTS TO BLDG. FAP TROUBLE OUTPUT CONTACTS TO BLDG.. FAP HORN/BLUE LIGHT - SLOW PULSE HORN/BLUE LIGHT - FAST PULSE HORN/BLUE LIGHT - STEADY RELEASE SIGNAL TO PRE -ACTION SOLENOID 1 (•sR- �X 1 10-063-1—R1 SHP PRO SUPPRESSION CONTROL PANEL (SCP) FIKE WALL / SURFACE 2 1 10-2204 CRM4 RELAY MODULE FIKE IN SRP 3 X 2 WKAl2-7.5F 12VDC-7.5AH BATTERY . WERKER IN SRP 4 1 10-2748 IRM • IMPULSE RELEASING MODULE FIKE 4" SQ x 2.5" DEEP 5 6 63-1024 SLR -24V PHOTOELECTRIC SMOKE DETECTOR FIKE ON BASE 6 6 67-1034 — 6" DETECTOR BASE FIKE 4" SQ. OR 4" OCT. 7 CA 1 10-1638 — MANUAL RELEASE PUSH BUTTON FIKE 4" SQ. W/ 2—GANG RING 8a X 1 10-1642 — KEYED ABORT SWITCH FIKE 4" SQ. W/ 2—GANG RING 9 466# HFC -125 — ECARO AGENT FIKE IN CYLINDER 10 EA X 1 70-279 IVO IMPULSE VALVE OPERATOR KIT FIKE MOUNTS ON CYLINDER X. 11 0) X 1 70-156 C1 650 LB ECARO CYLINDER FILLED W/ 466 LB. FIKE VERTICAL MOUNT / WALL 12 —•D 2 80-050-5000 101, 102 2" 180° ECARO NOZZLE FIKE ON DISCHARGE PIPING 13 — 14 ABORT SWITCH • 1 02-10313 — ENTRANCE A/V WARNING SIGN (BLUE LIGHT) FIKE ON WALL 15 X' 1 02-10314 — ENTRANCE DOOR WARNING SIGN FIKE ON WALL 16 1 02-10309 — EXIT A/V WARNING SIGN (HORN/BLUE LIGHT) FIKE ON WALL 17 1 02-10312 — MANUAL RELEASE IDENTIFICATION SIGN FIKE ON WALL 18 1 02-10310 — ABORT STATION IDENTIFICATION SIGN FIKE ON WALL 19 20 2<CA 1 IAVHORN – • MINI HORN MODULE SPACE AGE ELECTRONICS – 21 1 IAVSLM24–B – 24VDC STEADY INCANDESCENT LIGHT W/ BLUE LENS SPACE AGE ELECTRONICS – 22 1 IGP2R • – 2 GANG RED PLATE SPACE AGE ELECTRONICS – 23 1 IGB2R - 2 GANG BACK BOX SPACE AGE ELECTRONICS SURFACE 24 FCA • 1 IAVSLM24–B – . 24VDC STEADY INCANDESCENT LIGHT W/ BLUE LENS SPACE AGE ELECTRONICS • – 25 . 1 IGP1R - • 1 GANG RED PLATE SPACE AGE 'ELECTRONICS –• 26 . 1 • IGB1R – 1 GANG BACK BOX SPACE AGE ELECTRONICS SURFACE 27 28 • 1 R2OE – 24VDC AUXILIARY RELAY W/ ENCLOSURE SYSTEM SENSOR • SURFACE 29 30 31 32 33 MOUNT AGENT RELEASE LIGHT ABOVE DOOR. FO NcA 88" 6'-0" CA SCP 4'-0" ///////////////////////////////////// EQUIPVIE\T IVOUNTI\G DETAIL SCALE: • NTS NOTES: 1. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. 1 INPUTS RESPONSES FIKE SHP PRO SUPPRESSION CONTROL PANEL MATRIX OF EVENTS X = DESIRED RESPONSE. 0 = UNDESIRED RESPONSE A = ABORT RESPONSE TD = RESPONSE AFTER TIME DELAY POWER ON (LED) ALARM (LED) TROUBLE (LED)• DISCHARGE TIME DELAY ACTIVATION (30 SEC.) SUPPRESSION AGENT DISCHARGE ALARM OUTPUT CONTACTS TO BLDG. FAP TROUBLE OUTPUT CONTACTS TO BLDG.. FAP HORN/BLUE LIGHT - SLOW PULSE HORN/BLUE LIGHT - FAST PULSE HORN/BLUE LIGHT - STEADY RELEASE SIGNAL TO PRE -ACTION SOLENOID HVAC & DAMPER SHUTDOWN SYSTEM NORMAL �X TROUBLE CONDITION X X MANUAL RELEASE SIGNAL •• X X X X X X SEQUENTIAL DETECTION - 1ST ALM. X . X X X SEQUENTIAL DETECTION - 2ND ALM. X X. TD X X TD X ABORT SWITCH • X A A X' A PAID NOV -4 2010 TUKWILA FIRE 4-09db l /5-7,P" ro d - r0 00 n 0) In < °o • N M N J -I X 0 c O w Q IN • u) M N I N r' W X N 0 m oa. ISSUE COMMENTS ISSUED FOR APPROVAL z m 1 0 0 CNI 0 W0 SCALE: NTS _(/0 ) LLl (Y 0 (r) m W (f. (11 0 J - Q M J LLI Z N LLI Z � z O fn LIJ riY Lil 18100 ANDOVER . PARK WEST, BLDG:101 oo 03 Cn TUKWILA, WA. JOB #617S P-01 1 OF 5 15 •_ EOL HVAC 40" DEEP BEAM 1A EOL 650# CYL. FILLED W/ 466# ECARO 3A,1B.1C 3A,1B.1C 1A -'1A" DEEP BEAM 27" DEEP BEAM HVAC -- 1 A, C 3A,1B.1C 3A,1B.1C 2B EOL EOL 2A 1A ECAO SUPP ESSIO\ SYSTEV r_ :=..._ ELECTRICAL PLA\ SCALE: 1/4"=1'-0" ELR SEQUENTIAL DETECTION ©n ©n ©n ©n ©n 6 ELR ELR qdd+essa.� rtcycJ ALARM & TRBL. SIGNALS TO BUILDING FIRE ALARM SYSTEM 1A 1A 1A 1B 1 120VAC W/EARTH GROUND DEDICATED BREAKER BY SITE ELEC. CONTRACTOR SCP FIKE SHP PRO 1D NAC -1 ELR Q HVAC UNIT SHUTDOWN RELAY EA CYLINDER ELECTRIC ACTUATOR 1D PRE—ACTION SOLENOID SUPPESSIO\ SYSTE �ISE� DIAGA CEILING STRUCTURE CEILIR /11//1/1//// DETECTOR G DETECTOR N SCALE: NTS /////22_ JUNCTION BOX OUNTING DETAIL SCALE: NTS FIRE ALARM WIRE TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. ISSUE COMMENTS ISSUED FOR APPROVAL z m t'- 0 O_ 1 O W O SCALE: NTS. SUFPPRESSION SYSTEM W LL J W U W _J W LU (f)O (1) Q Q � U J W zN r -r-) 0 ry z . 0 . (Y W L1J 18100 ANDOVER PARK WEST, BLDG. TUKWILA, WA. 98188 JOB #617S FP -02 2.OF 5 CHANNEL OR EQUAL DISCHARGE PIPING "UNI -STRUT PIPE CLAMP OR EQUAL PIPE HANGER DETAIL SCALE: NTS • BEAM --r- BEAM CLAMP ALL -THREAD ROD RING HANGER PIPE PIPE HANGER DETAIL 2 40" DEEP BEAM SCALE: NTS 650# CYL. FILLED W/ 466# ECARO 14' _g" SUPPRESSION SYSTEM NOZZLE & PIPING.` 12'- I HVAC _.___.._._......_...._ HVAC HVAC ° CONC. CEILING • OVER METAL DECK 11'-2' SCP 24". DEEP BEAM 27" DEEP BEAM 180' NOZZLE, TYP. 2 PL. 14'-8" CEILING. OPEN TO STRUCTURE. CONC. OVER METAL DECK. ECAO SUPPESSIO\ SYSTEV PIH \G PLA\ SCALE: 1 /4"=1'-0" N SECTIO\ A -A SCALE: 1/4" 2", 180' NOZZLE 80-050-5000 6' 2'-0"(2") 50.6" APPROX. 28". -24" 0.D. 1°l 3" VICTAULIC NIPPLE (GROOVED X THREADED) VICTAULIC COUPLING P1000 CHANNEL UNISTRUT CONTAINER MOUNTING STRAP (PN 70-1384) FINISHED FLOOR 12'-0"(2") 650# CYLINDER DETAIL 12'-0"(2") 12'-6"(2") USE VICTAULIC FITTINGS AND GROOVED PIPE EXCEPT AT NOZZLE DROPS ALL UNSPECIFIED PIPE LENGTHS ARE TO BE 3" NIPPLES. SEE NOTES. C1 ECARO PIPING ISOIV ETRIC SCALE: NTS SCALE: NTS <6> 2", 180' NOZZLE 80-050-5000 =9"(2") 6'-4"(2") 1- 6"(2„) „0„,,-- 3” TO 2” RED. C3 -650# CYLINDER FILLED W/466# OF ECARO N 00 rn N 00 CN N X Li. N 0 N 00 N M lo N 0 ISSUE COMMENTS ISSUED FOR APPROVAL z m 0 O U') O O SCALE: NTS FRE SUPPRESSION SYSTEM C!) J Imo-- LLJ 0 o z J U z LW uJ 1 r (r) o U) (1)0 J J Q M J LLI f-- z W Z H - ,z LLI (%) 18100 ANDOVER PARK WEST, BLDG. TUKWILA, WA. 98188 JOB #6175 FP -03 3 OF 5 PIPING NOTES - ECARO: 1) ALL AGENT PIPING SHALL BE SCHEDULE 40, BLACK OR GALVANIZED SEAMLESS STEEL PIPE OR EQUIVALENT AS SPECIFIED BY NFPA 2001, LATEST EDITION. 2) EXAMPLES OF MATERIALS FOR PIPING AND THE STANDARDS COVERING THESE MATERIALS ARE: FERROUS PIPING, BLACK OR GALVANIZED STEEL PIPE - ASTM A-53, A-106, ANSI B36.10; FLEXIBLE METALLIC HOSE - ANSI B140. NONMETALLIC PIPE, ORDINARY CAST-IRON PIPE, OR STEEL PIPE CONFORMING TO ASTM A-120 SHALL NOT BE USED. 3) EXAMPLES OF MATERIALS USED FOR FITTINGS ARE: MALLEABLE IRON 300# CLASS ONLY - ASTM A-197; DUCTILE IRON 300# CLASS ONLY - ASTM A-395; STEEL - ASTM A-234. GROOVED FITTINGS SHALL BE 500# VICTAULIC STYLE 77 W/ GRADE -E GASKET OR EQUAL. 4) ALL CEILING TILES WITHIN A TEN -FOOT RADIUS OF DISCHARGE NOZZLES SHALL BE SECURELY FASTENED. 5. ALL REDUCTIONS IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, REDUCERS, OR SWAGED NIPPLES. REDUCING BUSHINGS ARE NOT PERMITTED. 6) ALL PIPE AND FITTINGS SHALL BE REAMED AND FREE OF BURRS, VARNISH, SCALE AND OIL, BEFORE AND AFTER ASSEMBLY. ALL PIPE SHALL BE SWABBED WITH SOLVENT. 7) ONLY TEFLON TAPE OR PTFE PASTE SHALL BE USED ON ALL JOINTS. 8) ALL PIPE AND NOZZLE CONFIGURATIONS SHALL BE INSTALLED ACCORDING TO THE FIKE PUBLICATION ECARO DESIGN, INSTALLATION, OPERATION, AND MAINTENANCE MANUAL. 9) ALL UNSPECIFIED PIPE LENGTHS SHALL BE CLOSE NIPPLES. ALL PIPE LENGTHS ARE FROM CENTER OF FITTING TO CENTER OF FITTING. 10) 180/360 DEGREE NOZZLES SHALL BE MOUNTED 6"±2" FROM THE CEILING. 11) 180 DEGREE NOZZLES SHALL BE MOUNTED. 12" MAX. FROM SIDE WALLS. 12) PIPING SHALL BE BRACED AT ALL DIRECTION CHANGES, ALL NOZZLES, AND AT 10' MAX. SPACING. REFER TO ANSI B-31.1 FOR BRACING REQUIREMENTS. 13) ALL PIPE SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR 'A PERIOD OF 10 MINUTES AT 40 PSI. AT THE END OF THE 10 MINUTES THE PRESSURE DROP SHALL NOT EXCEED 20% OF THE TEST PRESSURE. ECARO (HFC -125) SYSTEM NOTES: 1) SYSTEM IS TO BE A ECARO (HFC -125) CLEAN AGENT SUPPRESSION SYSTEM. SYSTEM SHALL BE INSTALLED PER NFPA 2001 & NFPA 72. SYSTEM SHALL CONFORM TO MANUFACTURERS INSTALLATION STANDARDS AND MANUALS. 2) ALL PERSONNEL WORKING WITH THE SYSTEM SHALL BE TRAINED IN THE OPERATION AND SAFETY OF THE REQUIREMENTS. 3) MINIMUM DESIGN CONCENTRATION SHALL BE 8%, AND MAXIMUM SHALL BE 11.5%. DISCHARGE TIME SHALL BE BETWEEN 6 AND 10 SECONDS. ROOM SEALING NOTES: REQUIREMENTS FOR SEALING ROOMS THAT ARE PROTECTED BY AGENT. PROBLEM SOLUTION POROUS CONCRETE ELECTRICAL PANELS OPEN CONDUIT WALL PENETRATIONS CRACKS IN CONCRETE DAMPERS JUNCTION AT WALL & FLOOR PLENUM. LIGHT FIXTURES DOORS PAINT WITH SEALANT 1 -HOUR RATED DUPONT TYPE SEALER DUCT SEALER 1 -HOUR RATED DUPONT TYPE SEALER CAULKING SMOKE DAMPERS ONLY, NO FIRE DAMPERS CAULKING (INSIDE OF ROOM) COMPLETELY WEATHER-STRIPPED WEATHER-STRIPPING, BOTTOM SWEEPS, AND DOOR CLOSERS ARE REQUIRED. HOLDERS REQ'D. IF DOORS ARE TO BE OPEN. THIS IS NOT A COMPLETE LIST. THE ROOM MUST BE SEALED SO AS TO BE VIRTUALLY AIR -TIGHT. E -SQUARED SYSTEMS IS NOT RESPONSIBLE FOR THE SEALING AND INTEGRITY OF THE ROOM. MOUNTING SCREWS (QTY. 4) MOUNTING SURFACE 2.5" DEEP ELECTRICAL BOX P1000 UNISTRUT CHANNEL, SECURE TO WALL SURFACE WITH SUITABLE ANCHORS HEX HEAD CAP SCREW --CONTAINER MOUNTING BRACKET UNISTRUT SPRING NUT NOTE: MOUNTING STRAP TO BE SUPPLIED BY FIKE, ALL OTHER ITEMS TO BE SUPPLIED BY CONTRACTOR. CONTAINER MOUNTING STRAP MOUNTING DETAIL NOT TO SCALE SUPPRESSION SYSTEM. ENCLOSURE TABLE ROOM NAME ZONE CONC. DISCHG. TIME AREA SQ. FT. HGHT. FT. VOLUME CU. FT. AGENT QTY. LB's. NOZZLE No. NOZZLE PART NUMBER ORIFICE SIZE: SERVER ROOM 132 1 8.5% 9.71 1,081 14'8" 15,847 466 101 80-050-5000 0.5000" 102 80-050-5000. 0.5000" ECARO CYLINDER FILL ZONE No. CYL. No. CYLINDER SIZE CYLINDER FILL WT. 1 Cl 650 466 TOTAL 466# -COVER PLATE IRM MOUNTING BRACKET MOUNTING SCREWS (QTY. 2) IMPULSE RELEASING MODULE (IRM) MOUNTING DETAIL NOT TO SCALE TO CYLINDER ACTUATION PORT IMPULSE VALVE OPERATOR MANUAL RELEASE. ACTUATOR WIRE LEADS TO IRM 1/2" FLEXIBLE CONDUIT IMPULSE VALVE OPERATOR (IVO) KIT MOUNTING DETAIL NOT TO SCALE 1 /2" FLEXI BLE CONDUIT CONNECTOR DIN CONNECTOR HFC -125 EXTINGUISHING SYSTEM DISCHARGE ALARM IF ACTIVE DO NOT ENTER P/N 02-10313 MOUNT AT THE 1 ENTRANCE A/V LOCATION: NOT TO SCALE 13" 1 SYSTEM DISCHARGE ALARM HFC -125 EXTINGUISHING SYSTEM DO NOT ENTER AREA DURING OR AFTER DISCHARGE KEEP DOOR CLOSED AT ALL TIMES P/N 02-10314 MOUNT AT THE ENTRANCE DOOR NOT TO SCALE 9" HFC -125 EXTINGUISHING SYSTEM ALARM IF ACTIVE EXIT AREA IMMEDIATELY P/N 02-10309 MOUNT AT THE INTERIOR A/V LOCATION NOT .TO SCALE 0 J J tri 2 1-- (/) >- 0 LU tY U) w N to c. X L 0 N M 03 N CN 0 ISSUE COMMENTS ISSUED FOR APPROVAL z 0 CO 0 0 0 Lu 0 SCALE: NTS z 0 (I) (/) LLI 0 C/)' L.L Cf) • C21 J cJ J z W z LiJ (r) (/) 0 U LiJ TUKWILA, WA. 98188 JOB #617S FP -04 4 OF 5 4.3K EOL • �QO . MOQ W = . UJ = 0(n P(n 0 Z o r 000000 Z ZZ Z 000 1C i �} ;;off ; 4 1\ ! / i \ ''S3 \ \�' 4)— lit / • 1A, . TYP. C 20K EOL — MANUAL RELEASE 20K EOL ABORT SWITCH WATERFLOW CIRCUIT FOR MONITORING BY F.A. CONTR. 0 0 0 r--^Ar-Pg 4.3K EOL •-O 0 z z z -- ZN II CRM4 RELAY MODULE ❑000000000 INSTALL IN POSITION P8 RELAY -4. ABORT RELAY -3 RELEASE RELAY -2 PRE-DISCHG. RELAY -1 ALARM 20K EOL SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. SHP Pro F4 F3 10-063 0 O bsesoondetect circuit 71 / 00000®®0®®0 ® I I DETECT 41 17)7 1 DETECT B2I SWITCH X11 1 1 SWITCH+#21 SWITCH #3 1 !)7 a 4 R89 5 8 7 8 9 10 11 12 13 1 2 3 4 4,• P3 J DIAGNOSTICS O Ras X .'�'0 S Si RELAYOPTIOMODULE Cut for 0 ohm °#2 doted )C, IOA M, 10-22041 circuit ` + ® ® z a O NORMAL OPTIONAL CLASS A x chi. AC INPUT MODULE a ® Z n m O ALARM 10-2450. _ + ® 1 P6 ® " ^ O PREDISCHARGE ®0 2> re O O 0 0 RELEASE ENABLE O It O O1 - ® EOL 1.2K ® z 1 O SUPERVISORY DISABLE + m + ® ® a 0 .,. 0 O O OUTPUTS DISABLED RESET a "' I - P7 a EOL 1.2K ® z � (Din� TROUBLE °' + ® � m � ® "� Z a 0 ° g Vi 11 N '} O PANEL SILENCED SILENCE OPTIONAL CLASS A i3 1 ® S u< ,_ 0 t O ABORT 0 O GROUND FAULT 0 OUTPUT MODULE 10-2448 m 4- a 0 vi Rl $+ 0 44 U' W4 CONFIG SWITCHES O ° O 9„ 1r� 11 x 19 '— 8 + 4V KD11MDee1e00 _ -. P 1 " 0 1 23456789101112 . y+ 0 I,. II o 2r' O V ix o 0 ® p 1i ® 1 Rat 1 2 1 3+ 4- 0 LIMITED 0 0 00®00(.) O 0 AC 10A BATT 10A ,ND 10 10 P1 F1 -2 . AC SECOJCARY BATTERf ®00o I 1 X11 2 X2 4V _As rH2 1Y H1 + ` - BATTERY 12V-7.5AH + - BATTERY 12V-7.5AH 0 Teee 0 7AH to 40AH AC NEUTRAL ) AC LINE ) CHASSIS GROUND (EARTH) CONNECTION CHASSIS GROUND }-Z SHALL BE MADE DIRECTLY TO STANDOFF Fl \ E "/ m IN ENCLOSURE. SHP PRO NOTES: 1. ALL WIRING IS SUPERVISED EXCEPT RELAY AND AUX +24V OUT. 2. DETECTOR CIRCUITS HAVE COUNTING ZONE CAPABILITY. 3. CIRCUITS ARE POWER LIMITED, EXCEPT P1 CIRCUITS. 4. IF USING 0 OHM BASES OR CONTACT CLOSURE DEVICES ON DETECT #1 OR #2, CLIP THE APPROPRIATE 0 OHM JUMPER. 5. EARTH GROUND CONNECTIONS " rI7 " ARE PROVIDED FOR SHIELD TERMINATIONS IF SHIELDED CABLES ARE USED. SUPP ESSIO\ 1B 000 HORN EOL 1.2K 00 BLUE LIGHT IMPULSE VALVE OPERATOR (IVO) KIT 1D (—) (+) 1D PA PRE -ACTION SPRINKLER SOLENOID NOTE: SET DIP SWITCHES FOR CLEAN AGENT & PRE -ACTION SEE MANUAL FOR SETTINGS AND FUNCTIONS. SWITCH -1 OFF SWITCH -7. ON SWITCH -2 ON SWITCH -8 OFF SWITCH -3 OFF SWITCH -9 OFF SWITCH -4 ON SWITCH -10 OFF SWITCH -5 ON SWITCH -11 OFF SWITCH -6 OFF SWITCH-12.ON CONTROL PA\EL (SCP) WHI\G DETAILS SCALE: NTS 24VDC SOLENOID. FM APPROVED RELEASE VALVES GROUP A,B,C,D,E,F, & G. Ivo + BLUE LIGHT RELEASING CIRCUIT EOL, 2.4K —(1a1) - 017E131 emeeme OM 0 0 0 0 +- IVO -+ P 0 CYLINDER C1 IMPULSE RELEASING MODULE (IRM) FIRE ALARM WIRE . TABLE SYMBOL CONDUCTORS A B C D 2C#16, DETECTION CIRCUITS. 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. 2#16, POWER FOR AUX. DEVICES. 2#14, FOR RELEASE AND/OR AUX. CONTACTS. r Co rn 1• J - I- r�Q¢ cin 0 a- O w N to D N `r ao �rrj N I N vi WO N m= O 0_ . ISSUE COMMENTS ISSUED FOR APPROVAL - z 0 m 0 0 0 w 0 SCALE: NTS LJ z -J LiJ z J z 0 O cr) d cn o m 00 Q I— 00 (f) W . O) Q E— LtJ cNi °- Q > Z 0 }— O� z JOB #617S FP -05 5 OF 5 2 4 5 6 9 10 11 ... IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained Is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , "All rights reserved". Copyright by SimplexGrinnell 2005 FIANI/AIIMIrwr , SYMBOLS i 1 5 1 BEAM 5 I 5 CLAMP = E 121; Without Comments As Noteo •,!n Re4 • Per The Pcitacrte..: Letter FILE COplif i WET 1 V .:1 ... . Ilia SPECIAL REQUIREMENTS DOMESTIC PIPE SCHEDULE 40 SCHEDULE 80 GALVANIZED PIPE GALVANIZED FI771NGS GALVANIZED MATERIALS SPECIAL FITTINGS F.M. MATERIAL OTHER .40 ITEM SimplexGrinnelVBY OTHERS Hydraulic Reference Point -.4-Eiow Switch (FS) -X1- Gate Valve - N.R.S. (GV) .•tik Fire DeptConn.(FDC) 0 tg Monitor Switch -VI- OS&Y Gate Valve (OS&Y) .4_ Post Indicator Valve (PIV) If Fire Hydrant (3 Way) Line Designation i TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMEI/NO. HAZARD CLASSIFICATION DENSITY GPM/SCI.FT. These plans have been reviewed b,:, The Tukwila Fire HOSE ALLOW. I V/IIIIIWPAVAIIVAIIIN TOTAL SYSTEM REQUIRBENTS STREET WATER CONNECTION ligl TYCO PENDENT for -_,--...th current City TY5237 3/4" K=11.2 155" CHROME CHROME WHITE EXPANSION PLATE 7rPvention Bureau conformana.: 2 .„ _-_IA 1.I ... E. E- _ ° = _ .= LOCK , , c:tE.,.ndards. Acceptance. is subjet-) to errors and ,-i-nissions which do nor authorize violations of adopted - .andards and ordinances. The responsibility for the DRAWN BY: ALAN MAHAFFIE FIG. 69 .- = VIEW A -A , 7--- RETAINING __- =- NUT REQ'D i = STRAP -= = '-"*. 1 o . , ALL THREAD ROD _-Jequacy o -f design rests totally with the designer. tions, deletions or revisions to these drawings after r...Ferti ceforansudbvsieilql ureeqnutiarepparoval. fnvocreeldviistshesidus CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 3/8" FOR PIPE 1" TO 2-1/2" 1/2" FOR PIPE 6" TO 8" .........,......, nsisaudlbaamtcie:wapiitaloi udajecracctwepitntaogns field test and inspection by The Tukwiia Are Prevention Bureau. 440,-, ADJUSTABLE RING -115-Z -1 -r • HANGER , , Date:, HANGER #1 , rilr,' NO SCALE CITY CNTY FM ,..i• -i ',::. 13-EPt-RTMENT .,,,,-,c-:•.,. . ..." 1 -v- - - • I- !..!:_ .14... C411 ,u0 -.57b-4407 and thisBy: 1A -e Pe5-rrritilt No. -- ( 2 1 N/A 1 •••-•• +Earthquake Bracing 1 rli Butterfly Valve -1. 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SCALE 1/8" = 1-0 CONTINENTAL MILLS PO BOX 88176 . 0 2' 4' 8' 16' ' , imi 1 1 SEATTLE, WA. 98138-2176 FIELD / LISTING NOTES GRAPHIC SCALE GENERAL NOTES 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. SITE CONTACT: PAUL PETERSON 2 THE DESIGN CRITERIA FOR THE T.I. AREAS OF WORK IS BASED ON EXISTING PIPE SIZING. PHONE: 206-816-'-7665 2 GROOVED END PIPE FROM 1-1/2" THRU 4" TO BE SCH. 10 PIPE. 1 THE OVER -HEAD SPRINKLER SYSTEM IS EXISTING. 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 3 ALL NEW PIPE TO BE SCH 40 PIPE WITH 125 lb. BLACK CAST IRON FITTINGS OR ' 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) . - GROOVED WITH GROOVED FITTINGS & COUPLINGS, AS SHOWN. SCOPE .. 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. EXISTING SPRINKLERS 4 ALL NEW ARM -OVERS OVER 2-0 SHALL HAVE A HANGER. 1 RELOCATE/ADD (2) SPRINKLERS AND DEMO AS NEEDED IN REMODELED TENANT IMPROVEMENT 6 ALL HANGER RODS TO BE FIELD CUT ALL HANGERS TO BE HANGER #1, UON. ALL HANGERS TO BE INSTALLED IN ACCORDANCE 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS SYMBOL TYPE MFG -5 MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY WITH NFPA #13. AREAS AS SHOWN ON PLAN. PAID * SSP TYCO EC -11 11.2k 3/4" 155° CHROME CHROME 143 6 ALL DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA AND THE 2015 0 SSP TYCO -TY-FRB 5.6k 1/2" • 155* CHROME CHROME #13 42 APR 16 CITY OF TUKWILA. z CONCEALED TYCO ELOC 11.2k 3/4" 160° BRASS CHROME 7 , ' TUKVVJLA FIRE ... IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained Is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , "All rights reserved". Copyright by SimplexGrinnell 2005 CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS HYDRAULIC DESIGN DATAABBREVIATIONS AC - Above Finished Ceiling AFF - Above Finished Floor BC - Below Finished Ceiling BOB - Bottom of Beam BOD - Bottom of Deck BOJ - Bottom of Joist BOP - Bottom of Purlin HV - Hose Valve NIC - Not in Contract N'fS - Not to Scale OBJ - Open Bar Joist SP - Standpipe TOB - Top of Beam TOP - Top of Purlin TOS - Top of Steel UON - Unless Otherwise Noted WET SYSTEM TYPE DELUGE SPECIAL REQUIREMENTS DOMESTIC PIPE SCHEDULE 40 SCHEDULE 80 GALVANIZED PIPE GALVANIZED FI771NGS GALVANIZED MATERIALS SPECIAL FITTINGS F.M. MATERIAL OTHER .40 ITEM SimplexGrinnelVBY OTHERS Hydraulic Reference Point -.4-Eiow Switch (FS) -X1- Gate Valve - N.R.S. (GV) .•tik Fire DeptConn.(FDC) 0 tg Monitor Switch -VI- OS&Y Gate Valve (OS&Y) .4_ Post Indicator Valve (PIV) If Fire Hydrant (3 Way) Line Designation MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. AREA NAMEI/NO. HAZARD CLASSIFICATION DENSITY GPM/SCI.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIRBENTS STREET WATER CONNECTION N/A TYCO PENDENT EC -11 TY5237 3/4" K=11.2 155" CHROME CHROME WHITE EXPANSION PLATE ' ') 2 GPM PSI AT DRY PREACT1ON DRAWN BY: ALAN MAHAFFIE UNDERGROUND WATER MAINS N/A CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 SHEET NUMBER: FFD -1 SHEET 1 OF 1 , CITY CNTY FM EXCAVATIONS N/A 1 •••-•• +Earthquake Bracing 1 rli Butterfly Valve -1. Thrust BlockAPPROVALS 2 --,-. Hanger XI Alarm Valve (ALV) + Key Gate Sectional Valve BACKFILL N/A 3 iCA-I Main Designation -4i- Union -I- with Roadway Box WIRING N/A -4:1„Electric Bell --g Screwed Cap om Fire Hose Assembly .13.1 of Pipe Below Bottom of Deck --i) Grooved Cop -.4k.., Water Motor Gong (WMG) -4 Screwed Plug -CA Wafer Check Valve -t, Inspectors Test +12'-4" ¢ of Pipe Above Ref. Plane -r-.J- Swing Check Valve -3- Globe Valve --41- Grooved Coupling 0.0w)c 0.404) Elevation Change in Pipe -111-- Flanged Connection -4.T4444. Fire DeptConn.(Standard)(FDC)-ce Angle Valve 4 OUT IN PAINTING N/A 5 OUT IN WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH GPM FLOWNG OUT IN TEST LOCATION: (not thru floor) e System Riser TTT-FIre DeptConn.(Flush) (FDC) * Dry Pipe Valve - TOTAL THIS SHEET - 2 BY: TEST DATE: OUT IN 2 3 6 7 8 9 10 a,a,/ 11 12 'twice I Fire & Simplexerinnell Security 9520 10th Avenue South Suite 100 Seattle, Wa. 98108 SALES: 206-291-1400 SERVICE: 206-291-1400 © 2002 SIMPLEXGRINNELL 12 FAX: 206-291-1500 ALL RIGHTS RESERVED REVISIONS — SEE FLAGGED AREA ON PLAN TI WORK PER CONTRACT ON: >- co M < W < 0 t,t2- I tr) T .4- ci z to lb r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER Alan Mahaffie 6788-0105-C Level 3 SimplexGrinnell, L.P. SIMPLL*988BG SYSTEMS t\ \ 11 co ' 12J31/15 Expires Signature M W DESCRIPTION: 2N FLOOR SPRINKLER PIPING PLAN "INENTAL MILLS it LL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE . CHECKED BY: DATE: 04/13/2015 CONTRACT NUMBER: 984498309 SHEET NUMBER: FFD -1 SHEET 1 OF 1 , 12 41-11-'• 0 0 (t) ILI _ Li; ,)1:•i 291-0 ' 1 7--I---- - L 11 11 -r CONTINENTAL MILLS TI - SOUTH ANNEX CONSTRUCTION TYPE: IIB OCCUPANCY TYPE: *El' OFFICE APPROXIMATELY 55,534 SQ. FT. 6” DCDA BACKFLOW IN VAULT (EXISTING) (EXISTING) ' 1 1 1 1 1 1 ----"';'4--- r i 1 It 1 1 _1 — F j I SITE PLAN 0 10 211 N SCALE 1'. -1.0' 1 FSW START POINT AT EXISTING6" RISER INSIDE BLDG 1 • ._I 1 41 i I 6 , 1 1 ': 1 ..,..,.,.. .‘' 1 I I 1 I 1 I . . . . I I 1 I -.... ! 1 1 1 1111 11 il 1 1 . '•,,':,,,,,______------ 1,,,,,,, I„ '',''i ___------ ,,,,i,.,.______________ 1 ' 1 1 11 1 1' I11, 1 I;1 I tt 11 1 I I I 1 I '• 1111 ,1 1 11 1 11 11 il 11 - 1 1 t i 11 —_, I . -' 1,-1. 1 1 1 1 1 .-••• 1 1 r 1 1 E I0 C 1 I 11-------- 1 1 11 I 1 1 1 1 1 — — I I 1 1 1 11if1 1 111111 111 1 I I 11 1 1 11 I 11 1 1 1 1111 1 1 1 J„4„ r 77 — + i iI 1 f• 11 1 I 1 - 1 i I 1 I i I H 11 III 1 II !I I, 1111 II 111 II i 1 I i 11 7=====c=== I 1 I 1 i 1 I II cr 1'11 1 I II 1 i iI I I IIII _„. 1 :It -.•-„,' I 1,1 1 i 11 1; =1I1' '''' .l'I'_J""•. . . ”'..".•, :. ..1 -1 1 .11Y 1 4 II 1 1 I 1i I 1 1I I I 1 11 1 I 1 I 1 ii1 III 1 I1 11 ,11 1 1 .. 1 1 ----_11 1 . 1 1. .1 11 11 1 11 11 ' 11 1 1111111 1, II11, IL_/I II - _ ,== 1 1II 1 11 111 1I 11 11 1 11 1 1i1 1I 111 1 j - -I/",, • ' I t1 I1 1 I 11 1, _ 1 -3 r.r 11 ANDOVER PARK WEST 1. A BUILDING CROSS SECTION SCALE: NO SCALE HANGER LEGEND SPRINKLER LEGEND 1 1 , j—1 -3 - --'. -.-.7--.?1 •-•-- 11 — 1 r It__ 11 1 ----__.,-1 1 ------,___ 1I 2 -_ I 1 11 1 i 11 --r1 1 .11 ' --7====---7--7-7-7:7---F--.77„„,--„==.1 il 1 1 1 I 1, 11 •=1 1 1 1 1 1 projetii- 1 1 li1 11 . , . , , . [ 1 . . . , 1 . • . , ...) .....'''...... , 1 1 1 1 r 1 11' 1, 1 ,, 1 1 1 :, 1 1 , 1 1 1 1 . i, 1 i FF -7,::::•-.7::.... 11 1 1 1 111 ----, , 11 11 1 1 1 ) 1 , 1 1 II 1 1 ., 1 I 11 __. _ i ii it 1' , ,' , 1 /I1 111 ",- REVISIONS GENERAL NOTES 11,1 11 11 11 11 11 5" STQRTZFDC (EXISTING) , 1 „ , 1 , 1 , 1 , 1 , 1 , 1 , 1 1 1 1 , 1 1 1 1 1 1 l , 1 , 1 1 , 1, 1 1 1 1 11 , ___.„: ,.._ _____L __m,_,_ _,=, L, 1 1 1 „1 , I 1' 1,1 , DESIGN CRITERIA AND NOTES ,• - I.- k SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE Li '11171-1;1 0 EXT COV PEND TYCO SSP TYCO EC -11 TY -FRB 3/4" K 11.2 UT, 5,6K 3/4" TEMP 155* 155* '• FINISH CHROME CHROME CANOPY CHROME CHROME QUANTITY MK DATE BY A. 10/18110 SH 288 101 DESCRIPTION AS-SUBMETTED TCFI H. F. ,.,„„ 5FRA„-,..:K ET • APPROVALS REQUIRED: AUTHORITY OWNER I ARCHITECT DISTRIBUTION: CITY OF TUKVVILA OWNER/ARCHITECT 0 TOTAL 389 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6) WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA #13, 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA #13. .PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WM1 NEPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC1Eu BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE 1, ALL MAIN AND GRIMED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED W/ GROOVED COUPLINGS AND FIIIINGS(UNO), 2. ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED Wf CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 112' PER 10'-0. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED VW 'F' FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT' HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN 7-0 DIRECTION - NO CLOSER THAN 4" TO GRID. .11 111 I I 11 I I 1111 11 11 44 44 ti I 1 I I 1 , 71 1 j 111, 111 11 11 1 .111 11 11,4 ) 144 11 1 11 11 141 1 I I I I 1114 11 141 1 I 11 1, 11 11, 111 14 1 11 11 11 111,141 11 1111 111 1, 44 14 11 1111 11 I I 14 1111 11 1 11 1 I 11 11 14 SCOPE OF WORK FIRE SYSTEMSEST(FSW) WILL PROVIDE A DRY; A WET SPRINKLER SYSTEM AND A STANPIPE COMBO WITH CONTROL VALVES. (1) FLOOR OF TEMPORAY PARKING GARAGE, (1) FLOOR OF SHEEL LIBRARY AND (2) FLOORS OF SHELL SPACE IN A NEW MIXED-USE BUILDING. FSW WILL START WORK AT X" CITY SUPPLIED METERN AT 7-10" ABOVE RISER ROOM CLARIFICATIONS -ALL AREAS PFOTECTED BY A 'NET SYSTEM MUST BE fM1,TAINED EY OTHERS AT W.,IIMUM 40 F -TO REVENT FREEZ!NG EXCLUSIONS -PA .1-T'Ne CP .AEIELING OF FIPF -EECTRICAL WIRING ca7,7- Ar•Y KIND INCLUDING BUT Lit411TED TO VVATERFLOW ELECTRIC; BELL; AND TAMPER SWITCHES -CENTRAL STATION MONITORING EQUIPMENT, WRING AND SERVICES -ALL UNDERGROUND BEYOND 5 FOOT OUT INCLUDING BUT NOT LIMITED TO.BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION, DESIGN CRITERIA PER NFPA 13 AND CITY OF TUKWILA OFFICE WETSYSTEM orol. o. DESIGN DENSITY: 0.15 GPM / 900.00 SF. PER CITY OF TUKWILA AREA REDUCTION PER NEPA 13 SEC, 11,2,3,2.3,1 FOR 10 ET CEILING 4cNik SERVER ROOM PREACTION SYSTEM EIGH-T--HARD rol 5 vr. DESIGN DENSITY: 015 GPM / 150.00 S.F. PER CITY OF TUOVILA UNDERGROUND NOTES 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER VAC 212-80. 2, PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL, 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE), 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR EM APPROVED FOR FIRE PROTECTION. ALL PIPING WITHIN 5-0" OF BLDG TO BE MIN CLASS 52 DUCTILE IRON, 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NEPA 24 (LATEST EDITION). 6. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE III EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION), 7, ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS, - 490 GPM 880 GPM 1,560 GPM 1r - 2,400 GPM 1.7" - 3,520 GPM 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. FLOW TEST INFORMATION FLOW DATA PROVIDE BY; HIGHLINE WA i ER DEPT. STATIC PRESSURE 140 PSI FLOWING: MIN 1500 GPM NOTE: PER HIGHLINE WATER DEPT, DESI RESIDUAL PRESSURE 133.6 PSI SITE SYMBOLS PRESSURE REDUCED TO 80 1:,8 cicE 0 Without Comments TE CI A4 Noted in Red 12 Per The Attached Letter ...se-i5tans:-..ber reviewed by The Tukwila Fire ention 6Ur0E,t: 1zT- c7ferrrince with current City • ndards. Accetan,:e ;t3 sub(,-.1ct to errors and ..nissions vidZitiOrIS of adopted 7•:3ndards and Tr e responslhility for the dequacy of de;:!is-, 1,,tti tile desgner. Addtions, deebb;-:z1-LcLisions to these drawingsOfter this date will void this aci-Iptance and Will require 'a resubmittal of revlsed drawings for subsequent approvah Fina! acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: it— )- By: 1 - I 44 "1p ;[. , SLtpa,f,t9r11-8;r . fl , PIPING BY FSW EXISTING PIPING PIPING BY OTHERS FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE EXISTING FIRE HYDRAW GATE VALVE IN ROADWAY BOX NEW FIRE HYDRANT IIIIKVALA FIRE DEPARTEtRit Please cat!: 575401Z an give this Job Mb )3 and exact address for shut. tslown or restoration aDoroval. • 1 , .„11! 1. Tr. " 1-1.11,11,A1 1 1; ' :Tritand•J711 1 . ' - • • NOME Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ' TN)11'1,-.711',1 • E11.1...11i.4-117,41 , I ,L • .1 : 1•1"•: ' .. • Pioan, " ,, ' „ H - ” , 'V 111.7411-1t6 Sit thE.l if • - „ 4:;:rrr il 4- r I 4. 4:4,1114 trt Fr trter 180t1-4 St Bil.ltig-a JOB SITE, • ."'• • ;Z:.' )7' -.7'. " • , 15r1;1* 1 I • " 4-4- SI,6i .11-and,,S1 VICINITY MAP N,T,S. BUILDING PERMIT # PAID CONTRACT NAME: CONTINENTAL MILLS TI OCT 19 2010 18100 -ANDOVER PARK WEST TUKWILA FIRE TUKWILLA WA 98188 CONTRA.CT WITH: GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 SITE P AN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 Q,C. FAB BY, DESiGNER STEVEN HUFF WA CL# FIRESWI 140B1 DATE 10112/10 Q,C, INSTALL BY: JOB rqumBER 2-10-5712 SHEET 1 OF 3 w x Cr) W {r,t a!) Ctd 0 W 1 Li - LU ryl 0 7,1 0-3 !!, IFNIN11111.43.11111 TO FLOOR DRAIN 1,11111,181 tf.tut..,,,,PriPTErtt;!!!,:ttriti P-!!ZE,44:1_!,VIOLF,V.1 AIR VOLUME: 11.55 GAL 411•11•111 A B D E • I F PREACTION RISER DETAIL SCALE: 1/2"=1-0" PREACTION RISER MATERIAL LIST Item Number QuantitySize Description 4 1 2" Model BB 502 autterball Valve 1 2" 151n9le Interlock Preaction AssemOly wi Model DV -5 Deluge Valve 1 r,./A Model P‘MD-1 All Maintenance. Device 1 ,A1Thrik Mourted Air Compressor !Manufacturer. Tr1 ilwauftee Tyco ry,co Gerteral Riser Tag Riser Tag Design Basis i City of Tukwila Density Design Basis FM Global Density Occupancy: Ordinary Group 1 - Server Room Occupancy: Light Hazard - Server Room Total Sprinklers: 10 Total Sprink3ers: 192 Number of Sprinklers Calculated 10 Number of SbnnKlers Calculated, 10 K -Factor. 5.6' K -Factor: 5.6 Orifice Size:1 0.5 Orifice Size: 0.5 Design Density: 0,159w -111W Design Density; 0.10gprmle Average Density 0.19gprnift" Average Dens4 0.16gprniftl Area of Appltation: 1500.00ft7- (Actual 1071.17ft2) Area of Application: 1500.00ft2 (Actual 1071.17ft2) Demand at Base Of Rlser o• Paint Of Connection @ Node 3 Demand at Base Of Riser or Point Of Connection 02 Node 4 Total Demand Flow(gpm): 199.94 Total Demand Flow(gorr): 167.28 Pressure(p-si) 66.80 Pressure(psi) 4911 4 ) N !UZI r ! 1,1 ,111 - !I RISER DETAIL .11 SCALE: 1/2"=1.-0" I, 9 TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT_ THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYST FIRE -SYSTEMS WESTia ADDING .A.NWOR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WA OE IL ING, LIGHTING AND HVAC LAYOUT AtLW5RKVILL BE DONE WITHOUT AFFECTING THE CA,PABILITY OF THE EXISTING SYSTEM SYMBOL LEGEND R - DENOTES A SPRINKLER HEAD TC BE RELC CATE:. • - :EUoTE P.lNKER -EACI -0 BE '2.LCED '2 EX!-1ING PE - ?.EPRE2Et,:1-3NPA",.-3PR,I,JKLER PIFE 1 corqc DECK - DROP-IN ANCHOR. - - 3/8" HDi-F 11 1 7 3i8" ALL THREAD ROD (4" AND SMALLER PPE) HANGER F HDI -P 12 . •' - : r ( OFFICE 127 1- -CL• I -11 4S_ r - ‘4' +'17-tii. 1---------------- .0 I 1 (11,11L.0.+N: 1 .4.11). Fti :7; 1 f0 I 1/4/77 1 #¼' 4Sc'- ,,, 1 • +---•• :121 1 ,csfA 41/44 - --- • - 1- ! ct, OFEN Tf. - 42, 01' 1 15 14. 1 1 F ER E NC1l= 1/44_17 124 <L., N .../0 --.6-14_,-, -- -- ...P7... .... OFFICE : 1 - -1- _ ia-fr- 119- Nt • Ec.[UIPPv1ENT 1E1r,„1',/ERY 11-.-1 '123 7.- • ® _,. / 1A,4_,T,?rl (7.11FFIC:E 0 i 1/44 1 r : I .;.... I {ZI. .... 0. c) I : :: N# I ''# : = .0...- c$ -TYP t- _,_ -,---_-_, 1.,. --''' 5b • .'- I-- -I\ ''':, ' .? 77 72 "'et* - OFFICE • - 1 N ! 1 r-----7— ',...v,t , 1 ! 1• ! _________________ •1.. A ! i , —F1„ ® ,.--:--..T •-_, .. : _ 1,, 0 LH, ----9 . , . . , . 71*:1` : 1 I1EQUIPMENT ,.,,,,- • 1 , LAB 135 BU1LDING ,:„.• 4-1 RECEIVIN . • .. 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Ni:E) 403 ! -,- , , 11 %;" ! ; : , 1 1 - oz ----„- • -, - , -". --- , ; : N • . i 4-"` - 1 : . IA ,, •:!7.5 0 1,, OCE FFI, lec. .„,., 113 1, • ! '; ! 1 , ,.„ ; '‘.4,!, ''- ,, 1 _,,,1 ,.. ; — - -- LII ---,,X, 1 t • 1-77--- - .-{1--- -- t-- - :;-,-- -- — .-I -- - 15b rck-. ! 1 1 ! lvir , . 71 : ' 1 , - - - L_. me fgpttt, .... L... %.' '1'.--1'1 .! ,-,C7ii (:)44:x7,±,,,E_,,..: , .,...___„ 'T-1071--'(--6FE PENCE ,til • ., ._. Ff4200 TANK E „A T 1 1P 2B 7 (100) 4'7 f 0 -41i r• 11 - • - 1 , 11 • (0 gz; 4? -1009 1(-11F FlC 114- ,f4 1 10 OFF. IC 11 . I N4 I i -...._ -- 114 ! I :!, 1 1-. 1..DFFicE 41 109 1 , , i -J-_1 . : r LEVEL 1 SPRINKLER PLAN , 71 • I I 1/44 475----- HALICc;VAY 102 102 ON F EN:c E tz;10 + 128 1 i ! , 1 ---!FI--- : • N. )1 . 1/441 1 CI) 1 , ' 1 , -.0%1 013NIFER ENi C E •.'.; - - -1- 1 105 - - 4 '6- ' 1 I!t 1 1 tty - EA. 146 '4.11 91-0' 14 IVY.. ....J., 1 , : 370. ' V. 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Vyt t OEMS NM= 11 1,1 ..• •••• • . • ./ 1111114 '1 tes F1C 151 (21:FIFICE OFF1C !DFFicE i. 152 H 153 04 :1 4- 11 %11 1/441;. p,,,56 )",Et„ --.0 1 I H. 154 :0 ......! : , N# L''''''- 'bf 4-4 556 1/4,14' 14. ! -. • • - I - 149 , --IN- ! 1 t.,:ir" 4 rk•1Z1"4-' 1;11' f`f 1" Njr '7'1 OFFICE 55 4•1- ,,#`1z 1 . - FILE 162 tirN 5 41/4' P- 1/44' 01- „ . . :„., -.4----- 1/4 , . ,‘+'" R EC TION,1 041" ±911 MA\ I N E1,.,1 TRY 1,00 2-0 ., --, c5 .. 44 1 ' 7,--1; C ENING .t.1: ...141LCOPY „ 1 1 ...1 tp , 184 '71 , 1. 41/4'4- , . , , 1 . ;11 - ts mom item. ann ima. =Mit HALL4NA1'f ,, 1 , Hirilt 1 •• ' ---111..^: ::, -.__1_ ,a_:„:+7," cc 1 185 _, , 4c7::(),4:4„ ..! a L .11 _ : 4,i , :OFFICE I I 0, ! 7,- , 1 , 1 1 4. i17 : - I -- -,. ' 1:7-..! ' 44 0 ! -.2 [ I ;4(iNF5 7! . • matat ea Wow FLLF 183 g-clz.!N4 MEM OFFCE ' 4:11 186 4- 1 '04 ' OF:11110E 181 1 WC) 10 .;(iii 01' , : b1- , , 44 mkt. a= xsatal thee. norm maw Ira ! • C4' ;, 1- • S# t az- OFFICE rAto'•' 1/4 .44,-••.4, 443' 150 -r1 157 1 ‘• sza' 41/4+ .44 104-014 _4.1/4 1 " TYP OF 'FOE 161 , ! FII 163 op OFF IC E 179 16.4 opt\I 11/1q - % 4.1". '49 74.:1- OFF E 158 'F:1'111 f r ••• OFFICE 159 OFFICE ' 160 41 - 0.;'''' - cc 4,5 40 1) 1.:: cif114 E C.FF-111:C:11-E11;--11-1)-- ' -c• + ,„,,,, ..7, i„,..,71.- - N. ' 1 - 14. ... 1 1,.:1'.--) - 1.5.1 I I • il VIII4 111:''..Il [1,1 , ‹it- Ot 141 1111 Q-4,,Nt ,:•,_:: ,-; ,.11-, 1....;1„)1\IF_Eq.F-:1',.11.„2..17-* 4% -1 [ , 11:2, .. .. , 1 1- i , 1 . ' [11-: • - • -... ; '.. 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A_ E o I E F SCALE: 1/8" = 1"-O" HANGEF LEGEND SPRINKLER LEGEND REVSIONS GENERAL NOTES DESIGN CRITERIA AND NOTES I -F-;iiJi:- SYMBO TYPE FG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY UANTITY MK DATE DESCRIPTION 1-1'1 fA7E-17 717 COV PEN SSP -TYCO TYCO EC -11 TY -FRB 3/4" K= 11.2 1!2, 5.6K 3/4" 112" 155° 155`: CHROME CHROME CHROME 147 CHROME 50 10/18/1 SH AS -SUBMITTED 0) 0-!' ):'1,11"; FE A APPROVALS REQUIRED: DSTRIBUTION: AUTHORITY CITY OF TUKWILA OWNER I ARCHITECT OWNER / ARCHITECT K z -3H1 P TOTAL 197 FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEWAND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3,EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13, &PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE W171-1 NFPA 013. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITf OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1, ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED WI' GROOVED COUPLINGS AND F111INGS(UNO), 2, ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED W/ CAST IRON THREADED FITTINGS, 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'.7 AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0. 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ FOR FLEXIBLE 5. ALL FIANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN DIRECTION - NO CLOSER THAN 4" TO GRID. 8. EXTENDED COVERAGE HEADS BASED ON THE EXISTING SYSTEM BEING CAPABLE TO SUPPLY THE REQUIRED WATER FfRESSURE BUILDING PERMIT # CONTRACT NAME. CONTINENTAL MILLS TI 18100 ANDOVER PARK WEST TUKW1LLA WA 98188 ONTRACT 'OATH: • GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 LEVEL 1 - SOUTH ANNEX Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL 4 FIRESVII 14081 Q.C, FAB BY: DESIGNER 0.C. INSTALL BY: DATE JOB NUMBER STEVEN HUFF 10/12/10 2-10-5712 SHEET 2 OF 3 170 LU C-5 itJ 1'`A Riser Tag De Kin Basis Occupancy Total Sprinklers: Number of Sprinklers Calculated. K -Factor: Orifice Size: Design Density: Average Density Area of Application - Demand at Base Of Riser or PnintOf Connectrun Total Demand Flow(gpm): Pressure(psi) City or Tukwila Der'_si:V Ordinary Group I - 2nd Floor Office 192 5 11.2 0.75 0.15gprruTt7 0.19gpmifV 900.00W (Actual 9.7,21 ') g Node 4 175.27 47.35 Riser Tag Design Basis Occupancy. Total Sprinklers: Number cf Sprinklers CalnlaterJ K -F actor: Orifice Size: Design Density. Average Density Are of Application; °rnand at Base Of Riser or Poirot Of Connection Total Demand FIow(gprn) Pressure(psi) F,t4'1 Global Density Light Hazard -'2nd Floor Office 192 11.2 0 75 D-1Ogprniff 0.19gpmfft' 1500,00 (Actual 1515,95ft') Node 4 292.14 65.88 RETAINER STRAP STEEL STRUCTURE NUT -- BEAM CLAMP T P h J HArJTI F t HANGER D TOP BEAM CLAMP 10 CIF I"ICE 22,8'; tiCJaf lr"8-414 __)1F-- PIC 225'232 FFIj E • vTFFI'2E OF FE = E 2-45 ;24F'I* I 0 E O.EFIC:'E I t� FIC 08-1T :E 088108 288A 214 2685 OPEN OFFICE SEATING 2551 6.6 OPEN =7FFOE_ p"1FEREt`,.CE 8810.E r.......' , ST_ R A�::_ Il 2�3'M +o I ___. 4744°1 744 - I- CI '''# h •=1 h a N{.?h+- N r BPE, .KFF0C)iv1 X04 ' I 238 I °EFI vE ri _- fir �• h+ 1 ooh} %;TOR,L%.GE I h'1FERENCE 263 I FT)I"8 IK.I 0'c) r';+ 281 I --) a.0NFI Ef L..E &�I2s h }� • =a a' 273 OPE, T£3--- 4.4 O'` N Li O` -f r; .' N. N. ,0`��, I I _FF.CE I?4 203.,. - -7.727- -s - i 00- HI E -_- T; Ot RQ 1 'Hi_ "d E IMM! WPM -- 0F.En,,F C'; FIC 209 OPEN OFFICE I29 40+`` TYP HALLWAY 276 I tzt 1 E I (Fr ON O%�# OFFICE OFFICE OFFICE 21,4 OF FICE 212 '.rFIC:E ':SIF F1 1"E 12071 OFFIC L43 OFFIC E 2761 ' 20!v 205 OFF ICE 2,57 " 1,s} ti Off; e OFFICE _..._ .. I I! 1 Tr l- I' I] --u .1 LEVEL 2 SPRINKLER PLAN SCALE. 178, = 1'-0" LEVEL 2 - SOUTH ANNEX HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES -IFF' 17.--L11.77F. TYPE MFG MODE ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY K DATE BY DESCRIPTION CHROME CHROME 0 1,,.A.1 F TY -FRB CHROME CHROME H' PROVALS REQUIRED: DISTRIBUTION: 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN 41) THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13, 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. S.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTEC I EU BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. AUTHORITY OWNER / ARCHITECT HC , T TOTAL 192 CITY OF TUKWILLA OWNER / ARCHITECT FIRE SYSTEMS WEST 0 1, ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA-FLOW JOINED Wf GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE DYNA-THREAD JOINED W/ CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1!4" PER 1C1-0' AND ALL DRY LINE PIPING TO BE SLOPED AT 1I2" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ FOR FLEXIBLE 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HETI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN 7-0' DIRECTION - NO CLOSER THAN 4" TO GRID. 8. EXTENDED COVERAGE HEADS BASED ON THE EXISTING SYSTEM BEING CAPABLE TO SUPPLY THE REQUIRED WATER PRESSURE. BUILDING PERMIT # CONTRACT NAME. CONTINENTAL MILLS TI 18100 ANDOVER PARK WEST TUKWILLA WA 98188 CONTRACT NT TH: Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 GLY CONSTRUCTION 15 LAKE BELLEVUE DRIVE, SUITE 200 BELLEVUE WA 98008 CONTACT: BRYAN HAAKENSON Phone: (425) 451-8877 Fax: (425) 453-5680 VVA CLO F 0,0. FAB BY 140E1 0.C, INSTALL BY: DESIGNER JOE NUMBER STEVEN HUFF 2-10-5712 SHEET ER HWD STD PLAN 15 H 147LF-8 DI W FH ASSY PER HWD STD PLAN 9 —1–f°? 00 2 w #1 1\11#$* # \\\8* !?t0 . .1.;.2.;:onC;111\0.[CIN:C.,11:71, C'L'ia\e,3:::::.:.0":.;1;:',V..1)4):,' Ege v...,,a .:.,,,..r,,,,,I.s.D.:epkz-loce. d ue3n. 1.5" SCH 80 PVC SUMP PUMP FORCEMAIN TO CATCH BASIN DDCA (WA Dd'H APPROVED) IN VAULT PER HWD STD PLAN 17 WITI;I SUMP PUMP PER HWD STD PLAN 26 6" PIV 6"x90° BEND (RJxRJ) ROD & MEGA LUG 00 00 HWD STD f P_AN 9 PATRIOT START POINT AT 8"X6 TEE LEFT BY OTHERS 22.33LF 6" DI W TO BLDG. REFER TO FIRE PROTEC -TiON PLANS FOR CONTINUATION. CONNECT 2" HDPE W TO BLDG. REFER TO BLDG PLANS FOR CONTINUATION. 2" HDPE W 6" 90° BEND (RJxRJ) 6" CHECK VALVE IN 4=/ • ;dn ELECTRIC BELL OVIDLD` BY WIRED BY .OTHER i r 0 Y PATRIOT O 0- 28LF-6" DI W 0 la 0 -0 . d d d 25LF-8" DI W r. O XG LiJ FH ASSY PER HWD STD PLAN 9 5" STO R Z x 4'NPT FDC WITH BALL DRI' - DRAIN VALVE 30 Obv.ehww-G! 13.t „cif 7 ii • ' a d I/ / SITE PLAN SCALE: 1" =20' 0 Without Comments fr As Noted in Red Per The Attached Letter • These plans have been reviewed by The Tukwila Fire r-ce+gentian Bureau for conformance with current City st- ndards. 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 subfic' to field test and inspection by The Tukwila Fire Prevention Bureau. Date: "7 13- I v By: Jl ' NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of increased demand r inspectors' schedules are book , -7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsreouestnci fiukvvilp =-a us to schedule your inspections a minimum of -48 hours in advance of the date you want an inspection. 4 ! e -,- 4-e 5-evee, Oc -sr . eve L,v'c S-N/tie otket"T+ Si t -c 4.c coecio,JI t'ro vid R moo•.•: v cot-ws v4 14/ -e. & - e Le, 4- v spr,�kte,r Eh) -h 11 S�r.lher 44- for of E(e✓. �o;�i-w� tJhiess 1 41rw J .'1 ,^' CO w. 1,Zs w; 4', N «/} 13, -15.3 .5 (/‘ / c ` TWAWILA FIRE OEPARTAI i Please call: 575-4407 a1' give this job No. /b S-/3) and exact address _for shuts oown or restoration aoorovat ry . U.G. NOTES 1 THIS SITE PLAN IS FOR PERMIT OF THE 6" FIRE SERVICE FROM THE SITE LOOP INTO THE BUILDING AND THE 4" FDC PIPING INSTALLED BY PATRIOT FIRE. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. 2 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED' PER NFPA 13 & 24. 3 MINIMUM BURY 4'-0". CURRENT FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION 140 PSI 133.6 PSI 1500 GPM HIGHLINE WATER SITE HYDRANT REDUCE THE DESIGN PRESSURE FOR THE SPRINKLER SYSTEM TO 80 PSI PER HIGHLINE WATER HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI—P 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 x Y z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE WAY EARTHQUAKE BRACE 4 - 70 SLINETRUCTE TO CENTER OFURPIPE IN ES SPRINKLER LEGEND Y it N ,_ SPRINKLER ORIFICE SIZES AND TYPE 1- 0 CL F- o w W N )— N 1 5 3 7 1 0 0 1/2' 2 16 8 16 2 SPRAY ©4., ,» 4 17 32 SPRAY0 ❑ O 3/4" 1" _Q / 2' 2 8 16 2 SIDEWALL ® 1. 1" 2 DRY TYPE 0 0 " � O • " STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN z� W -5 Q 165° a O >'i N0 0 VIAldbaditikp 212° 1/2" CD ," 0 286° 1" 1/2' 350° 1" 4 1" 5000 1 /2" 1/2' 4}>" k17.11-41_, APPROVAL REQUIRED r ' do CITY OF TUKWILA tot SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FIrISH TEMP QTY TOTAL QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 UNDERGROUND PIPING DESIGNED PER NFPA 13 & 24. PIPE NOTES ALL UNDERGROUND PIPING TO BE DUCTILE IRON OR OTHER APPROVED MATERIAL. REVISIONS NO DATE BY DESCRIPTION – G/25/20I 0 BF OVERHEAD SPRINKLER SUBMI1TAL CONTRACT WITH: " SEGALE PROPERTIES JUN 30 2D1O 1 P.O. BOX 880 TUKWILA, WA 28 98138 ! UKW LAFIRE STEVE NELSON (253) 575-2000 # (0 01 PROJECT NAME: IP 9 D-7 v. SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE 1 TUKWILA, WA 98138 PATRIFP099CF ATR oT WWW.PATRIOTFIRE.COM FIREi IIi;:"InsTEL 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com • DESIGNER Bob Forsberg SHEET DATE May 18, 2010 FPI JOB NO. 11-1764 OF 3 CB) RAUUC REMOTE AREA THIS 1500 SQ FT AREA HAS BEEN HYDRAUIJCALLY CALCULATED TO A DENSITY OF .15 PM / SQ FT. SYSTEM DEMAND 273.2 GPMO 52.0 I AT THE _BASF OF_RLSER,__NODE_ 1 6 I �l E .sk -C> .J �NQ1 • IMMOO A O B COACH SCREW ROD xl D i . r:; •tI . I-� - - 0 ! M� • ' - ' C co ' ' �� •`1 - W14x22 o X N b W12x40 W14x22 �cd0 W14x22 \W1 x12 , `, SHORT CLIP lr� M ; 4Tf CN • - - . - - < - . 1 ',W1 x12 [� i ' _ / U I �l E .sk -C> .J �NQ1 RISER DETAIL EA) SCALE: g''=1'-0" {Gj �! . RISER LEGEND 1 6" GROOVE FLANGE 2 3" GLOBE SWING CHECK VALVE 3 3" GSP BUTTERFLY VALVE 4 3" POTTER VSR-F FLOW SWITCH 5 4" GLOBE SWING CHECK VALVE 6 4" GSP BUTTERFLY VALVE 7 4" POTTER VSR-F FLOW SWITCH 8 PRESSURE GAUGE 9 2" AGF TEST AND DRAIN. 10 6" PIPE STAND 11 1" DRAIN VALVE 12 6" SYSTEM SENSOR 120v ELECTRIC BELL • IMMOO A O B COACH SCREW ROD D i . r:; •tI . I-� - - 0 C - - • . 0.' M� • ' - ' C co ' ' �� •`1 , r�, . `„ L b • ENV Xd '-----~ H �, --T ...W12x14 SHORT CLIP lr� M ALL THREAD ROD 4Tf Iw12HIAL) • - - . - - 12x1" • ,. - . N . . N f PIPE SPIKE T U V X @ `. \ \ \ FITTING LEGEND \ `♦:,.. \\ ,:. :,•_::: fs ANi .�, F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE \ \ TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE -4--4 - WAY EARTHQUAKE BRACE 28LH1 ram. -9- I SPRINKLER ORIFICE SIZES AND TYPEw ^ o I I • i`I ^ , ^ "" 0 .44 I o 1 'r' 1 \\'�- ;AUT.,- •�i?I•° I '� . I -ar 16 8 16 2 SPRAY .-CSI mj 1" 0I '� -N OI - N j 0 3/4" 4 32 SPRAY 1" C L -lir 3 1 / m 3 jEOD m m m MO a m \ CO :l:r iEAD m C m KO CO 1" m 4 BOD , ^ m ^ m BOD ^ m col TEMP RATING o o �� m =3 Q 165° z Z� O N zo 0 IOC. 0 212° W D Z n 1/2" 1" _ - •c O 286° Na 1^ ® 1/2' tl. Au' 350° 1" 4 1" •-. 6QD Q 500 1/2 io ;cow APPROVAL REQUIRED 4 �z o O X ' .-cam O 1 ..N O , .-N 0 L '� 0 1 '_� 3 0 ; I `_� 0 I .-cl 0 --N O •aV 0 , ••N O , 3 •-cV 0 � O 0 .-N Oco O 2" i I* i CHROME 155' II ^ 28L : /490 O I " I \m ♦,♦m i ® 24LH800/490 i ® cn Z \m \m s 24LH800/490 s ® Z \m s ® 24LH800/490 \m Z co s ® 0 m * 24LH800/��`'•0 m * B N. s ® 24LH800/490 \m ® Z + r* • of m 24LH8Q0/490 m Z co s 0 24L m s 800/490 s O , o i NI1 28LHStr:=490 o o �I� 11 {`yaJfi �'� CO �y� co U m > o -p, (11 m �y� Lli, CD m > o �,� m ; m O m 16/16 �:'$:`,I ,L\ RA I�. CD �m m stn 71 - m ; a� m m m ^ to m oto m ** II TOTAL o �—Fli.fi IL-.:..:, APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 NFPA 13, -i897- EDITION 20 LO 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES 1 ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION =go • - BOD ^`,i. v=,v:i '...... .� , > •,,.. `y ` ;B9D ' N co I ,-- "N co 4)- I n g��7p ' N m , n . N m , g[pp n -N m , ^ n co , n gp7'p • c m _ "xq E :.Y' BOD • N m I "N .- co . -11:::711: . 1 ,; t -- '' l.ar ' �o I ` . ......i is • .r'+d : T t .ar I -cr .- ,^_',..:TION, :.3 ! .. • ,.-i _ <.`.; :`• ! I co is '\ "v .- _ �/ Ill n h } n BOD \^ h l" i', __. e l �: n n BOD r%-: -• ; , .... NOM, > BOD -i , 1 _ 28LH07 ;:. A7C X�t)` .A.,7 tD 7 T O n O. fr ,`�•" I `• <� 14::�i} s i �� ,L * s * * : ^ Nl� i * + + 28L �7 11-7' M , �:' " •y o ' .�©� E 5-o W2 4x76 N W24x62 N N W 27x94 N W30x 108 3 ,� Ii�= 2T8 15-O `' W2 x 2 1� 4x76 ^ I N .._i , ! �' W 1 0^ 1>r� _ _ � '♦ '♦ II c� '♦ `` O '�O \ ;�. :_�. .;:, \..,.'N , I . n I T ^ - 1 _ ^I ^ _ I IA _ �•N i .. --.,•r:`• ' i'` -HOGFIT 1 co f.':Iii -�`I 1 co -�+� ( cp;f `Y - 'Z 'i; c _ _ -3V ....1loI _ " i F ,.fir 0 ,♦ ^C•) „, �♦ 111 , A :to1n 'N r , , , :./ • i 9.24:: .'it'` C .o ...\ 1y. I Z \\\ % i: 4... ':v-;, `1•�. ��,q' ... .wr.rrlwr ..L- :.Hf- r `i a it-ilm.. �- c 1 1 ec♦ CO �, °° Z ^ °° . cr °° Z °° °° — `�_ . CO �' "`v �.. r-' ? 4-2 eo z CO z m .... �t f oIII I ' l J % I . a 1 .-N II. 28LH 60 47O` / � r S EV OLH7f0• /// 0 7020LH760 47024LH760 0 470 ter- 0 N � m�{� z<.._ : •:./ ; ,, � `�', , .'� a .., O I r � , 4LH76 470 .� 20L j` 7 k 0 470,_ 6 / `N l'a: - � -i:, .. Z. �$LH7 0 6 /4 ' 0 � i'-' > i 0 ATOFZ : 0 ^• � co •T` RS iN d Z o ; : II ' .: .I �` I ; -s.t '','"'"X"' • .2 - .� i` . •N - R S ciI) o 0 \ � , d- t X O O .... -- 3 fes `:. ( .-- :I^' I - �2 ••th �` � co • 1 CLG HEIGHT . `� %� - I ::; ic';'�. : C'::: ._;: ^ r r c� "' I .r ' ^? , i -av • ,. N. Imo`; .r r':..R ' b 9'-I> .. .�, .N I : n :.:.• �:..•• n s n h n I'W1 i 11;2 - ,r "' "`=1` o o ter.•■ - `II 1 / �� . p , �� ,. 0 ,. �'- ...N ,.. o f0 WI 11.11 O 01 i� O 1 • 1 griffin,��w, !° o o W1 2x14 `N r - ;,`i' I :1 ` '' G -` * i I:: - 24-7Air—' m / �> ^ r --- { O 1Iii Awn • 1 w� ; ,) AM5 W _, x50 4-6 W24xi. W24x62 W27x94 `.Z�j1(].x1--01 '! 7 0 ' X31 _1 iib . 9 v � 1 7x94 W2: 76 • ' ^ W21 5©© , �' za _ -- .9 „ i -� -•�-v •- .v.=.,..-.., 'n cv.......... ,,,a `.' ..,.y; In ...„....W3 ` N ... =n`- i *IN 1 v; ,; tom- �71 ..v.�I �j �� 1' m co •rc 1 r ^ ^ n ,� n •- c.'.. 21 ^ n N �� IL�� ^I�Ok A) -•N h ?i.:•: '>; �^,, . co ® -a n h we SHO ra -0^ 3 5 . _ -:� \ 5- �0 28 FId7 i� T ® ` -'tai. 1 � -.1 ' `7. C) BOD {J 0 BOD • 0 �)o -r+ '�'3 o 1 -� o _, -� O , •a C) -' of C7 of t7 r of � BOD .. N. i. . . . .. . �'; ;�. LATE - _ _ ... BOO T -al .. J 2_ B� ; -r :: ;) +-N �7 . ` _> •1�i� k) 44 -r of .•cr CJ o N) o <)o BOD c>o BOD o- "' 3 3 I 3 ", 3 3 33 3 3 std• v 3 3 d .3,,;• .. . :*O !'.r' 3` �� 3I, 3: 3 v `� 3 Q 3 •- M 3 3 .- ,� 3 `) 6-6 5-6 1P 12-0 .+ 6-6 - I�� 7-0 l co 1 Y' 15-0 r I ..N + 02-0 1 , ' ..N n. co 11-0 4-0 1 *N co 15-0 1 1(� 1 cc, 5-0 --N 1 1P _.I 10-0 'N 1 �s co 14-0 I 1-1 ^ 1co 15-0 1 S .. CO 15-0 I r T f: m2-0 1 IP 13-0 .-ar ip:i ; 111 +,-Or ;;': .r:,, R.. ... _ ` :1 A 4-0 . N co 15"0 9 '4 m 5-0 I 1f' 10-0 r ., m 13-6 I iP b .+ 0-6 11- • - .+ r S-11 03-1 - 3- rc 4 *• BOD co 3Sco 4 CO AO tO CO DOD CO CO : • *N COcO .- CO 3f 8-0 8 * 8-6 40VG 6N 19k 41- (30k (30k AXIAL) 14 1 14 8-0 • 8- • 8-6 I W30x108• 3S CI3 " (30k AXIAL) r IM / 14 0! / w 14 „ CO 3S BOO 8-0 * 8 * 40VG 6N 19k �`"�► (30k AXIAL) ^ ^ III 0 CD 28LH: :0/490 0 _ 24LH800/490 Q 24LH800/490 Q 24LH800/490 24LH800/490 24LH800/490 24LH800/490 800/490 Ow ^ - 2: CA cp H800/490 ^ Ill' 0 0 -to m + '-m o i O ^m , ^m O s O ^m m I m m m '-m *ro s o O �� 28LH 10^i Az;A 20k AXIAL)^ �' m 01 m -N a1 m -� ai m ai m m , m o o 01 ^ c o 28LH10Ik AXIAL) WI `- W1.2x14 - 16x26 t` : W16x2 V —*�li 12x14 N •m BOD BOD ! ❑ BCB �� .. i RISER DETAIL EA) SCALE: g''=1'-0" {Gj �! . RISER LEGEND 1 6" GROOVE FLANGE 2 3" GLOBE SWING CHECK VALVE 3 3" GSP BUTTERFLY VALVE 4 3" POTTER VSR-F FLOW SWITCH 5 4" GLOBE SWING CHECK VALVE 6 4" GSP BUTTERFLY VALVE 7 4" POTTER VSR-F FLOW SWITCH 8 PRESSURE GAUGE 9 2" AGF TEST AND DRAIN. 10 6" PIPE STAND 11 1" DRAIN VALVE 12 6" SYSTEM SENSOR 120v ELECTRIC BELL FIRST FLOOR PLAN SCALE: 3/32" =1'-0" J HILTI HDI -P ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 14" BUSHING. 2 TYPICAL HANGER TO BE HDI -P, ATR AND RING HANGER. EMI • O• A O B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P b • ENV Xd '-----~ H �, --T i4455 SHORT CLIP lr� M ALL THREAD ROD 4Tf N • - - . - - 12x1" • ,. - . N . . N f PIPE SPIKE T FIRST FLOOR PLAN SCALE: 3/32" =1'-0" J HILTI HDI -P ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 14" BUSHING. 2 TYPICAL HANGER TO BE HDI -P, ATR AND RING HANGER. EMI HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P 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 X z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 2 - WAY EARTHQUAKE BRACE -4--4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE OF PIPE IN INCHES sommom SPRINKLER LEGEND t rn SPRINKLER ORIFICE SIZES AND TYPEw I- 0 1- iix o W N 1- 0 1 5 3 7 1 O ® 1/2' 2 16 8 16 2 SPRAY © 1111, 1" 3 17 ❑ 0 3/4" 4 32 SPRAY 0 1" 1 3 1 • 1 2 / 1-6 SIDEWALL a Al 1" 1" DRY TYPE O 1" 2 0 • 1" STATE CERTIFICATION TEMP RATING za m =3 Q 165° z Z� O N zo 0 IOC. 0 212° W D Z n 1/2" 1" _ - •c O 286° Na 1^ ® 1/2' tl. Au' 350° 1" 4 1" •-. "� Q 500 1/2" 1/2 io ;cow APPROVAL REQUIRED 4 �z o CITY OF TUKWILA vo SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY o RELIABLE F1FR PENDENT 2" 5.6K CHROME CHROME 155' 177 O RELIABLE F1FR UPRIGHT 2 5.6K BRONZE - 155 82 TOTAL 259 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT 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 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 NFPA 13, -i897- EDITION 20 LO 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES 1 ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE A TUKWILA, WA 98138 PATRIFP099CF WWW,PATRIOTFIRE,COM FIRE.:=, !;1 ;. TEL 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com DESIGNER Bob Forsberg SHEET DATE June 25, 2010FP2 JOB NO. 11-1764 2 OF 3 0 0 inRAULJC REMOTE AREA THIS 1500 SQ FT AREA HAS BEEN HYDRAULICALLY CALCULATED TO A DENSITY OF .15 GPM / SQ FT. SYSTEM DEMAND 302.0 GPM 0 62.3 PSI AT THE BASE OF RISER, NODE 1. • • • 0. -c>.? 24K 213/ © 24K 213/130 e24KCS5 0 • 2,c LS 2 0/1'60 z .404 CO * 20KCS4 (C) 0 20K 270/160 1 Z es co 0* i zT ......., ...c., , co a CD co co co 20KCS4 ? W21x44 W1 22 401 .114. en 1 1 T.1 Ti. -.RM NATE 0E0.3, G FOR 2:71.URE \ TENANT r.(',N c'T ION, -s• (5) =MI W244 W2 624KCS4 24KCS5 401 x14 0 0 / 03 20KCS4 404 - • 12 1W24x6A CD 0 co 1x44 0 0 I -04 .2250/160 401 CN 8x35 401 CY 1 2x 1 4 42 14x22 13-6 • W21x44 S4 KCS4 W24x62 9-6 V I. (-:;• RnE COH AROVI: •ch CO 0 CN 5-6 CO 41- 15-0 1 CO 25 0/160 0 36VG 6N 8.Ok • co CO z 03 >( >< 7< W12X:14 N -.- W16x31 CO N. 03 C11 W6x31 401 •••-••• 0 03 CO 407 11-6 �c" CS4 x62 CN CN 121.16 EE 20K 20/160 co 36VG 6N 8.0k .0 • 0 0 • CONCRETE FINN BEYOND 2ND FLOOR SINGLE PLY ROOFING SYSTEM OVER 1/2 PROTECTION BOARD OVER R-30 RIGID INSULATION OVER METAL DECKING N.N1 ati ai MVO .\.V110.4. N .X80 tak0. 1-1 R-21 FST -25 Bar NstiumoN ST1C11N TO CO4CRETE c, • \ R-21 /INSULATION • • ,/2E2Z,I4IELL • • CEMENT PLASTER SOFFIT ON METAL LATH OVER 5/ • DENSGLASS GOLD SHEAT}ANG ON METAL FRAMING 3 5/8 METAL STUD FRATAING AT 24 O/C BRACE AS REQUIRED PROVIDE R-25 FS -25 BAIT INSULATION AT SOFRT COUNG INSTALLED UNDER SEPARATE T.L PERMIT 1. INSULATED MED GLASS. SHOP PAINTED ALUM. FRAMES KAWNEER TRIFAB VG 4517 SYSTEM 5 STOOL TRIM - COLOR TO MATCH WINDOW SYSTEM I METAL STUDS AND 13 • ',1,...7. -BATT INSULATION (5/8• FRAMING PER STRUCTURAL DRAWINGS R-21 FS -25 BATT INSULATION - STICK RN TO CONCRETE 3 5/8 METAL SR/D FRAMING AT 24 O/C \ BRACE AS REQUIRED PROVIDE R-25 FS -25 BATT INSULATION AT SOMT , CEILING AS T.I. "...*••'.'"--1• INSULATED TINTED GLASS. SHOP PAINTED ALUM. FRAMES KAYINEER TRIFAB VG 451T SYSTEM 5 STOOL TRIM - COLOR TO MATCH WINDOW SYSTEM METAL STUDS AND R-13 BATT INSUIABON (6/8* G.W.B. AS T.I.) ,‘WC•c..4X.•;,..!...4),;;,..., <22/ DUILDING SECTION 5 1/2 CONC. SLAB ON VAPOR BARRIER (PER ASTM E 1745 CLASS W RET SCALE: r=1,-cr 0 404 CT 20K 2$0/160 404 0 CO 401 TZ) I CO • co ri 36VG 6N D.Ok 0 444 C'T I • 0 0 401 0 0 r,) W24x62 0 4- 03 20K 235/145 W24x62 15-0 CN c.0 .4.4 - I \.0 6-6 CO 4LN / CO • 0 20K 2 • 0 0/160 CO coi 0: 36VG 6N 8.Ok CO 404 1 CO iF 20K 250/160 CO x N 404 CT. CO 03 CD 12' TO 20K 250 0' 1 60 u CO 0 ro n • r) V) 401 2C 0 • K 250/160 • 0 401 0 00 CO co Agr W217)634E1.) DU co fl/ 61 CO 5 iLCNG \ CO 30/14 CT N TEF' NAtE W 7x 50 .4 10... ..1.• 45 •-• "xf W1 OxII 2 0 I 8-6 • • 0 W2 /x4 /) I A 0 • z -A.) CII2P e- • 45 ' " z -01 CO Ps TI 0 W24x6„2, 0 "sifl6it co \I 0 M5 08, OK 250/160 404 CO WV" 404 a c4 -04(0 -CD 404 03 \AT ,H 17" • (Th oPrNiNG ;L51 iTft -6 r -i 250/160 03 0 404 CD • o 04 X P) Pr) •••••-•••• 5) 20K 210/160..„, 0 03 '4/ 401 •-••• 24KCS4 CO 0) x CN 24KCS4 .14 W21x44 4,1 4 b 404 1 ".14. 4 4 0 • . • 401 I CO 401 24K 210/130 CI 3 0 0 (Li -K 210/130 0 24KCS5 I.- 0 I • . . Aprs..;r. CO 24KCS4 a FOR RITU NOM x W12x16 /W2 -0 W14x22 CN 30VG 6N O.Ok 2-6 1N514::•,: W21x44 W14x22 DN 407!) f)N 0 4414x62 © 404 5-0 CD 404 41. I 0* ? -04 •r•••• 20K 20/160 ( c.45' W21x44 -,,, D .-S4CI 0 0 W.21x44 i e.\\ 401 I 0 24KCS4 24KCS5 W'2 44 44 W1 3x35 24KF "I) 12=3 0 5-0 401 .401 0 CD ;Si 1 24K 20/160 C0 CP 0 0. 0 35 W1 x22 W1 2x1 0 • . 0 W16x36 .c"•,•,,1) W16 36 0. • • 0 0 II SECOND FLOOR PLAN SCALE: 3/32" =1'-0" BEAM CLAMP ALL THREAD ROD FIG. 69 ADJUSTABLE RING HANGER HANGER DETAIL NTS GENERAL NOTES 1 ALL SPRINKLERS SHOWN WITH * TO HAVE 1" OUTLETS WITH 1x" BUSHING. 2 TYPICAL HANGER TO BE BEAM CLAMP, RETAINER STRAP, ATR AND RING HANGER. HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDI -P 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 X/ W X Y Z FITTING LEGEND P PI PE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE asessom. 2 - WAY EARTHQUAKE --.-,..- BRACE 4 WAY - EARTHQUAKE BRACE 70 ISINREU C Tg.2 E PIP TEO I N Ci ENT SPRINKLER LEGEND m (11 la a_ x En I- SPRINKLER ORIFICE SIZES AND TYPE x 0 F2 a. z w CI Z w w wN Li - 1-- Crl 1 5 3 7 1 0 0 1/2" 2 16 8 16 2 SPRAY © IP..... 1" 3 17 E103/4" 4 32 SPRAY 0 1" 1 3 7 1 < 1/2" 8 16 2 SI DEWALL , . 1 1" DRY TYPE 2 .0. • 1" STATE CERTIFICATION TEMP RATING z 0 z 0 165° z cn 3 cc o z D 12 0 m )- 01 o Cill lc 0 4 0 212° 1.1.1 0 Ri in z 1/2" cp 1- soloCaftek%% 0 286° z TZ < 1" * 1/2" 350° 1" 1- 44 500 1/2" () 1/2- 1 j n --4igia. APPROVAL REQUIRED Nii IV CITY OF TUKWILA , cl SPRINKLER HEADS USED SYM MANUF MODEL TYPE Tem) ORIFICEzIEE FIHNEAISDH ESFICNUTISCHH TEMP QTY 0 REIJABLE F1 FR PENDENT 5.6K CHROME CHROME 155' 124 0 RELIABLE F1 FR UPRIGHT 3* 5.61( BRONZE - 155' 141 TOTAL 265 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES ALL MATERIAL AND EQUIPMENT 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 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 DESIGNED PER NFPA 13, 207 -EDITION 2 SHELL OFFICE SPACE. DENSITY .15 GPM / 1500 SQ FT. 3 MAX HEAD SPACING 130 SQ FT. PIPE NOTES ALL THREADED PIPE TO BE SCH 40. 2 ALL WELDED MAIN PIPING TO BE SCH 10. 3 ALL WELDED BRANCH LINES TO BE FIRE FLO. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE OFFICE BUILDING BUILDING 101 8100 SEGALE PARK DRIVE A TUKWILA, WA 98138 ATR PATRIFP099CF WWW.PATRIOTFIRE.COM FI Ina TEL(253) 926-2290 2707 70TH AVENUE EAST FAX (253) 922-6150 TACOMA, WA 98424 bobf@patriotfire.com DESIGNER Bob Forsberg SHEET DATE June 25, 2010 3 3 FP3 JOB NO. 1 1 -1764 OF