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HomeMy WebLinkAboutPP - 223 ANDOVER PARK EAST - INTERURBAN HOTEL - PERMITS AND PLANSThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 223 ANDOVER PARK EAST ASSOCIATED PERMITS 1-17, D18-0120, D15-0111, D15-0168, D14-0134, M15-0070, PW15-0022, 19-F-041, 18-F-130, 18-H-033, 19-S-022, 18-S-095, 18-S-090, 15-S-0196, 15-S-0156 THE ABOVE Page # DIGITAL MENTIONED Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION ofExplanatory Description Statute/Rule DR1 Personal Information — Social Security Numbers Generally — 5 U.S.C. sec. 552(a); RCW 42.56.070(1) The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those individuals' privacy pursuant to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. 5 U.S.C. sec. 552(a); RCW 42.56.070(1) DR2 Personal Information — Financial Information — RCW 42.56.230(4 5) Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration dates, or bank or other financial account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. RCW 42.56.230(5) 105 DR3 Personal Information — Driver's License. — RCW 42.56.230 (7a & c) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information required to apply for a driver's license or identicard. (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. RCW 42.56.230 (7a & c) DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW 42.56.070(1) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. RCW 5.60.060(2)(a); RCW 42.56.070(1) 223 ANDOVER PARK EAST ASSOCIATED PERMITS 1-17 D18-0120 D15-0111 D15-0168 D14-0134 M15-0070 PW15-0022 19-F-041 18-F-130 18-H-033 19-S-022 18-S-095 18-S-090 15-S-0196 15-S-0156 Date: 2/10/17 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Axiom Division 7, Inc. located at 223 Andover Park East 1-17 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To conduct hot work per Chapter 35 of International Fire Code 105.6.x,( This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of nremises shall reauire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 (2 70-17) TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION # 1-17 PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, table #105.6.20, Ch. 50) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) To use any building or portion thereof exceeding 500 sq. ft. for high -pied combustible storage. (I.F.C. 105.6.22, Ch. 32) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet. (I.F.C. 105.6.43, Ch. 24) APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THEFOLLOWING PREMISES:/� Business Name: 1L2 ,'24 Address: -2-23 >,°. g ?A•1,1i!n -3 mac WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $/y"P, MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. Operational Permit App.doc Rev. 3/7/14 T.F.D. FORM F.P. 6 44istilaw44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 2.-v3 An tibV&U Ook`K E Suite Number: Floor: cek-C‘4""tk5rc,kro..3.0Tenant Name: New Tenant? El- Yes ❑ - No Property Owner's Name: C t S 1-i rim L-cei Mailing Address: I 0 230 = Voktt el %A i 4%\t4.lklq geI + W / c L60 3'L J City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Day Telephone: Company Name: V1,`e_c nte/tf� Mailing Address: 5-t02. 01WIttP i(. 9c'. Nry Gl 1kfb0C W/ `1g;3 n City State Zip E-mail Address: Qiuli k � eve.-. � l V C 1(m it Fax Number: 66 Contractor's City of Tukwila NICET III number: O Business License number: 01 4 O 33S e. p 121,#1 Total number of new/relocated devices or sprinkler heads: Gj le Valuation of Project (contractor's bid price): $ 0 t©0 Scope of Work (please provide detailed information): 'LA 9 1 � I q I 4 5w( K. 7,bD ° Gv/;!,k ce.5 pc) a se - u f ���In,�r ke a �- at %) w�. ac t P dc's► n ► n. r r✓ area PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 1. ' OR AUTHORIZED AGENT: Signature: Date: 4/(0 L 1 Print Name: Qt1 t Vl (AiA I (Cet Day Telephone: 3 —C903 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 9_23 jr vt JYd U L poi), Suite Number: Floor: Tenant Name: fir) v /IL_ New Tenant? K. Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name:-Av1�(- 11y, fra(wJla Day Telephone: Company Name: Mailing Address: 911q, / L(04 k Moo 9ia'D y2 I- City State Zip E-mail Address: Fra k S d j r'') Sl 1 .. I4)/0 ' !a Fax Number: Contractor's City of Tukwila NICET III number: Q4.4,- 22_ 75-1- V, Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ LrD op' d0 Scope of Work (please provide detailed information): �/ �, /AL 3 pp Aye 70 \kc 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 0 AUTHORIZED AGENT: Signature: !� Print Name: he -a vl) S (!) 1 Date: 2 r 2 ) Day Telephone: 9 476 r 27r 5'2 Plan Permit App.doc 8/22/14 TFD FP Form 8 44=11:11/4 SITE J..,OCATION 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.: 0223100090 Site Address: 223 ANDOVER PARK E suite Number: Floor: 19 New Tenant? Q - Yes ❑ - No Tenant Name: WA TOWER Property Owner's Name: WASHINGTON PLACE LLC Mailing Address: 18230 E. VALLEY HIGHWAY #195 KENT WA 98032 City CONTACT PERSON -if there arc questions about the submittal. Name: KEVIN JENSEN Company Name: Reliance Fire Protection Mailing Address: E-mail Address: State Zip Day Telephone: 206-682-6636 PO Box 428 Preston AWA 050 City Stow Zip Kevin @ reliancefire.com Fax Number: 206-682-0744 Total number of new/relocated devices or sprinkler heads: Ma .5 Li Z Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Install Fire Sprinkler System and Standpipe in New construction Tower and Garage per NFPA 13, NFPA 20, NFPA 22, and NFPA 14 998,642.00 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY • FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: KEVI JENSEN Day Telephone: Date: 11-04-15 206-682-6636 Plan Permit App.doe 1/2/13 TPI) IT Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** ?, �} King Co. Assessor's Tax No.: /� Site Address: 2.--V3 4ivec (o K E Suite Number: Floor: ,4 ` . . €. r Tenant Name:11 New Tenant? ❑ - Yes ❑ - No Property Owner's Nam�- Mune: hY' 1 S T t tte, Lee - n Mailing Address: � Z = 30 Vati.1 �%ghimiki t( rt+ ��' 1(03',, V J City State Zip CONTACT PERSON -if there are questions about the submittal. Name: c utirl.lCIL& C -01/4..%N. Day Telephone: Company Name: cl,(`e_...ChZeAk Mailing Address:_ S2-0 2.‹ (4.)14 J� Q l ,, Y t. nW G �e»rb 0 e W q 3� /�+► /� ` v F ` r" Cit State Zip E-mail Address: t wiyk@'Civ .S� e,f A t A (, . OD 1%. Fax Number: /' Contractor's City of Tukwila NICET RI number: �j(7 O Business License number: D q « 6 335 exp (Vig Total number of new/relocated devices or sprinkler heads: _ 1- Valuationof Project (contractor's bid price): S_ 1 (1-A20 _ Q & 4. Scope of Work (please provide detailed information):- 115 }a1I� VC'G L -,no QS ti ee wN free -W-4" ender vsi exit-Vnui we• -S Prihkler sjs+ ciii,&5 , PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shad be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O OR AUTHORIZED AGENT: Signature: Print Name: Qt.alr1 IAA itCeit i1 Day Telephone: Plan Permit App.doc Date. ii7c o L t O 3--01-C2o3D R/22/14 TFD FP Form R isswitel 4ist CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION �1, ,Q King Co. Assessor's Tax No.: Site Address: Z 2 / ' 1f DlO UC r Vac k_ E Suite Number: Floor: Tenant Name: I-6'161 .171 -kr u r ban New Tenant? ❑ - Yes 7- No Property Owner's Name: Wp.S\t 11 \ A TOweirS L P Mailing Address: ig2/20 E a l((i��ti wad �- \n 4 2o3 Z City State Zip CONTACT�/fPERSON-if there are questions about the submittal. Name: lJ Name: ' '-0114- ‘1.‘e1115 Day Telephone: z - b — a03 0 Company Name: CI Cesl'li 8 I (t Inc, Mailing Address: 52-0 1_ 015 W\ r tL p f .V6 iV L I(i14q(ho r n rT 61g 3. S� �^ (j + 1 City `) State Zip E-mail Address: I Y L (A 7'1- 0 4'i ce, G t CI t V\ C- s (VA Fax Number: V`�6 (� / n (i Contractor's City of Tukwil NICET III number: 0 OL aS Business License number: ii (Ji - 0 l G q Q 33C Total number of new/relocated devices or sprinkler heads: Z 1 Valuation of Project (contractor's bid price): $ , 0 00 1-81A441.1'te Scope of Work (please provide detailed information): eV Vf MG Vit T CA a ? awTL ctv& C) Q bQ 0 u,J Vie Cie E vt c' 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. PAID BUILDING O OR AU HORIZED AGENT: ` ,. � �2 jAt� 23 �D19 VtZSignature:T Date. /I I C I r UKVUILA FIR _ Print Name: t 411 t 4 Day Telephone: S 3 lS 3' 003 0 OfGO?t menti uA-1<T4 L■ >1g41<, zytl■viimmg 4d0? 1 W-■ninnw4■iK bpsi1reg+ 4411t*w44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 223 A N DO V ER PA KK E. Tenant Name: Die—) S T(IJ E_ 1-E Property Owner's Name: 042.I b- r t E L.E-E– King Co. Assessor's Tax No.: O2Z 00 O !V Suite Number: Floor: New Tenant? ❑ -Yes ® - No Mailing Address: ( 2230 C. VAHEy H toy JI 195 K EJ3T kit' ?8,32. // I City State Zip CONTACT PERSON -if there are questions about the submittal. Name: J F' MFRS CAW Day Telephone: 3 60 2.51 Company Name: rl 2t3t4 (F-1-1) l /1/4)C - . Mailing Address: 52.02_ OL(14 e1 c p fZ, Alto 616 I -/AR 37t COA 78335 City E-mail Address: t Quue� � t 1 ICF�51� I ELI) A C. Co XI Fax Number: 2- cB Contractor's City of Tukwila Business License number: B145 — 099e q 335 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 5150 Scope of Work (please provide detailed information): A DP 10 kit) �TR.O E - TO 5`fo &E 1 aA 0(2Ai46 851te 9 Z 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 PENAL PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PE BUILDING ► R OR A Signature:3,04E5 7 Print Name: V .A Ik E5 D AGENT: £. CA/A..3 Plan Permit App.doc 8/22/14 PAID HA( 22 2 18 TUKWILA F ,�.� E Date: Day Telephone: 60 25? 1OG91 hOd TFD FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: Site Address: 7/ 2 3 4n tove ( Pcc k C- TU L/ 1k Suite Number: Floor: Tenant Name: 140 tPi[ 1A -1-m- S/ S' t atV1 New Tenant? ❑ - Yes No Property Owner's Name: Wo. S/14 —6 n TO we CS is `_ Mailing Address: 2 Z-3 0 eats 4- Vot, to j 1-1 iq h wa j SV l t S k e.t& 4- W 4 '18037 � J City State Zip CONTACT PERSON -if there are questions about the submittal. Q Name: Quinlan I n Day Telephone: Z S3 , U "• f' 0 03 0 Company Name: FtfeSkieLit IVtC. Mailing Address: 7 W 2- p, L 0 r :1/6 /tiw G q [la f b 0 r �+ V City �l E-mail Address: Qt/ i ✓t �t i CerS�1 its lot 1 VL G , corm Fax Number: Contractor's City of Tukwila,(?Op 3 NICET III number: Business License number: VUs' 1 35- Total number of new/relocated devices or sprinkler heads: _ 3 Valuation of Project (contractor's bid price): $ 110 0 / _ Scope of Work (please provide detailed information): (LID B P i n 4 3 SM.!) AP_Af/'G6 �0 r-1 ck Al k 2- SPe.".kCe/t; 'Fe rie (✓ Lt Ie„q Stcobe l 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. \,vii c/ 8 3 35- State 5State Zip r 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 WASHINGTQN, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. D BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Qt/'el IAA (GCn FEB 23 2019 TUKWILA FIRE Date: zl 2 Z-/79 Plan Permit App.doc 8/22/14 Day Telephone: AvMG TFD FP Form 8 FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Washington Place (kitchen) 223 Andover Park East Permit No.: 18-H-033 Date: February 8, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum S inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K' rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Washington Place 223 Andover Park East Permit No.: 15-S-196 Date: November 24, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Provide a labeled, electri ally supervised elevator pit sprinkler control valve no higher than 6 ft. above th floor. • Provide sprinkler protect' n beneath all stairs per NFPA 13, 8.15.3. • Each floor of a multi -story building shall have sectional control valves and waterflow switches. • Install Knox locking caps on all dry standpipe hose connections and FDC's. • The drain(s) shall be plumbed to sanitary sewer. • Maintain a 4ft. clearance around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating or wall indicating (PIV,WIV) is required, the height shall be 36 inches above grade. • FDC's and PIV's shall have the building number served by the FDC/PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems to be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • FDC's shall be appropriately labeled per NFPA 13 and NFPA 14. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work • A flow test will be required at the most remote standpipe hose connection on the roof to confirm the minimum flow of 500 gpm at 100 psi required by NFPA 14 for class 1 automatic wet standpipes. • The double jacketed fire hose is required to be tested and certified prior to installation. • An anti -vortex plate needs to be installed in the emergency water tank per NFPA 14, 14.2.13. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Hotel Interurban Parking Garage 223 Andover Park East Permit No.: 18-S-095 Date: May 17, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more 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, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Hotel Interurban 223 Andover Park East Permit No.: 194-022 Date: January 30, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more 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, 2016 Edition. • • TUKWPLA FIRE MARSHAL'S OFFICE OW Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov was 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 q- 3 -2,o 1 % Permit # Property Address 22 3 All Co ye it Pes..,r 1c..- C . Suite # City TUKWILA Zip Code cl $ (, g g Name of Facility \'10.S Vii rc,r‘ P I c .c -e Ta w Lr Occupied as `ideal io. ` C0 1111Vw_r c 1 Owner or Representative �,Ir►f l S%1 r� 1�-e Phone # 21C..a - 2.(.12-'5 - Oct �S Installing Company Car\V c rc i n--- --rec nrn01 Oc i e s Installing Contractor's Address 4 5O Sh0.�1'3ruc% . Av t- S . 'Si.l '4'_ 100 City Q,e.-1rt- - 3 r\ Phone # -1Z5 - 272 - 2250 Installer's Name (PRINT)e.A.Y\ f% e. \ Op h.e \ v-e..rks License and/or Certificate OP11er OW &y GI 0 ( General Contractor HpsAl er Electrical Contractor E FACP Equipment Manufacturer E .Wci. rciS Model # E.5T- This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by \-)C % t\ 00 -Ne_), �c_ a C 1-% A,5 �. On (dat /Z.//$' -- Y// $' t1 Y and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 f NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions ,i Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor AES 87 (mf System is monitored by P-WM_ (1-t 4-Gf :e. Date 41 -20 - I E System Firmware: Installed version 5.32 Checksum Date y -/q - tOir Initial program t Installation spv1.% \A- Ove./ %J y e _ Date Y - / QI - ZOt Revisions and Reasons Programmed by CIIV•ve.:\ Buy EQUIPMENT INSTALLED ANI) Control Panel Manual Station 55 of 5 c10ofgO Smoke Detectors 1`1 2.5 of 14 7_5 I feat Detectors 14 2 of 1 `1 2 Duct Detectors of 0 A/V Devices Audio Devices Visual Devices (19 ofitci 30 of 3O 72.3 of 723 Auto Door Release 3Q of 30 Trouble Indictors of Batteries 1$8 SEE_ so t_ Readings Battery tY1 TES'FED: Make/Model EST 3 Make/Model SI - 2 7 Make/Model Si'6 - ?D 5IC.:1(4, PL.J Make/Model 5.L1C-t Make/Model _5= - Sb Make/Model (AC-S7V4' , G 4 HF WN - 57N1IV1C Make/Model CSC, -5_71 Cit -4-57 Make/Model 4 V VA, C. 1 V V/Vv Make/Model G2. - yYt 2 t0I Make/Model Ft)) ty SvA.,?er vide ci izEPaeT Full Load Charge Generator 1 of 1 Make/Model C .%Awyv \ rn' IIVAC Controls Z of Z Make/Model STC -404- C Q„ Fire Alarm Dialer l of t Make/Model EST - rnot.c.0 VV\ Monitored by Atm- YV\ al\ 4.c," S,^L . Annunciator 1 of 1 Make/Model eST - {ANN Sprinkler System. (Fire Alarm connections only) Water Flow Sw. ZZ of ZZ Make/Model Q1 P - CT 1 , LT2 Vale Tamper Sw. 4.3 of 1-{k Make/Model eoc\- - 1 , CTZ PIV of Make/Model Elec. Alarm Bell \ of t Make/Model 4391> - 1 ORv'.J - Q. Automatic time Delay of Water Flow Alarm 2.0-- 3D seconds. None Installed Do you meet audible/visible requirements of WAC 71-20, IFC SEC 907., and/or NEPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes )(_ No Test Witnessed by EC CoNV Title EDvnno.,n,%ns Ilce Date (4 ' -' ge Comments: \-t-V ako ,r5 ?r< -SS to r; Z-ck o A. i U i , A-11 e, €q p ► _J11 eek rk + V e-1CA c1 if„12n 4-- vvc t FIR: Alarm Certi t icate.doc Rc ked: 6 17 1 4 TFL) FP Form 1 1O 00G YI CS1Gt {— • EQUIPMENT INSTALLED AND TESTED: Control Panel _ of Make/Model Manual Station 7 of 7 Make/Model £ ST - WI" Z 1$ 7 Cr Smoke Detectors t of 1 Make/Model ST rAyA- pt Heat Detectors _ of _ Make/Model Duct Detectors of Make/Model AN Devices 32 of 32 Make/Model vJ? - Syskrn Sensor Ilr0rin /S-hr Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator Charge of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of _ Make/Model PIV _ of _ Make/Model Elec. Alarm Bell of Make/Model W/ t7vwt • Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 6,'17;14 TFD FP Form g1 10 CORRECTION NOTICE/REINSPECTION FEE Inspector: Fm Permit number: TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name:/ go /4 T f Inspection: O /�,(�,�L Location Address:ev s e22 hPi % 4N ooh-- f}o6 0400177.eN04'L- St-N�'t- ra EvtcK 6NrF So B,TX Date : i e/lel Contact Person : GP 621Frr qgfii 5#4WOJj= e I AuG3S f Phone No. • %Y 3 bd - "Ups- - g .ro .i" )( 1 jrc N S.,..,t.irlea ACTION REQUIRED TO64 t19 724 f#rvry bay. i-r4•!'l4/TALI 1)1941c//vel 4bf1$ 4#i� G.////l�� Azehj i -J/ Op9i ciw. f}o6 0400177.eN04'L- St-N�'t- ra EvtcK 6NrF So B,TX SraFS ff� 4 SP✓So✓L jZ0 v ,9c sr y"rrME' 7`a Sari( Gifirs ori rAsP'siOer GP 621Frr qgfii 5#4WOJj= e I AuG3S '`1 Opp caws `c 401 -Es ciffki ef' oell /,‘) pfr- tirIEW72.4•W- 201/44" Mu S?'a►e4f67E' rizavt p4ve+.er° /-'U1)"- ixs t//i CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : Z FAILURE TO COMPI IAY RESULT IN THE ISSUANCE OF A CI Signature:)( Billing/Mailing Add s : Attn: Address: City: Company Name: State: n/lq MINAL CITATION/TICKET. Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoic- om th Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 ila ' inane T.F.D. Form F.P. 100 Inspector: CORRECTION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal nu tukwilawa.aov Business Name: ( v�Q Type ofInspection: r - Location Address: Date : f/* /1? Contact Person : �D ���enl�e4 Phone No. AO` W — /1di ACTION REQUIRED 4/1/t- s5 67 4'T5 To jZf7fl4, Ai i/N) Tier __err Qst71aN #9-...10 UiiGec/ca (3 7zi>fz-3 UisTt FD IiuFss TI(/ut e-rlar'�a76,41e,) PlItt 0 A A (0- oPTicd,iet. cs pNsrfzte-4 ' • CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : Z�2 4/1`� FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signatur Billin WM ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER 7 INSPECTION RECORDO t —5 —6 Z -Z Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ rk"ilits‘416,J Type of Inspection: Address ZZ3 fr-pe- Suite #: Contact Person: SpecialInstructions: Phone No.: proved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: �puedbef ,4ft — A pair besiair Re,‘644o 4.604.4° Zr /*pm -72r Piss Na lQt1uara-et As Roepi"_ 14tr bvseww4 for- 6ezitt.4•W 446"#1 ifi&o 4066-0, (Y. ieedotoricc4, ketzsittell egespoes-soz Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ,," n/ 3 Date: J/ -21 /1 Hrs.: 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit :Zs 44 CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 PERMIT NUMBERS Project: ()I A- flace Sprinklers: Fire Alarm: Type of Inspection: t 1....;,,i,+0-1 f- - Rt. ,1 Address: Suite #: )-3 / pk L. Contact P�rson. 1 Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: A-0146..‘ rdow- .3� !3 01 P4,i J Fc y M4.... bk. 5p,-.-vkl44 (2/e - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: to _i2 Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: LA/ A Pig, Sprinklers: Type of Inspection: et, . L;s ton . Address: 7-- A..,' Suite #: 12 f,. is Contact Person: C4,,t,4.-,,-.. L -e Special Instructions: 1-i ko Phone No.: I pproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: E4tK�(^.. . L T CJ --c-el 014 A�: ac yr rr d k ce.4- - O f--nok . JJ /t i 1-i ko , o i.i Iy ✓ tb..**,AleZ, P.--..,, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A --,v,, 51 Date: 7 -/ -, _, a Hrs.: / n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 V CORRECTION NOTICE/REINSPECTION FEE Inspector: MO AlOY Permit number: INC-- 0 11 t TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal (a tukwilawa.aov Business Name: ' , / 4 VV pi Type of Inspection: �� o Location Address: 3 ^ „ /`� Date : �/ 0 ‘,,t(// Contact Person :1)6/%1 MC010'16/44 Phone No. (Z90 66e-111 e ACTION REQUIRED : Zjed i)/4 ,9Arn- as -A k A-44 fb ,r-..-7 S ee gst.Q 'i witu/! aft Aze, AMAX—it e r es ks ---.( 9 b. i olik 1 k A . G� let. P dipslitet,46 .4-« ¢ 12� AZ .- / -/i.c �zrGe 'S . .Lr,4 ma roti, /o Me/4( %C .454 ,v e le, 5Aze, Gt/fA". `nu. 'Al ia•I tic. -.ss Ca✓z Att. ,0 i Cl i r CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : to FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A C Signature: Billin l ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 Co Inspector: 0/16-1 TION NOTICE/REINSPECTIIIN FEE Permit number: Dm-- on l 1 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal ntukwilawa.eov Business Name: Type of Inspection: L Co Location Address:ZZ� �� Date : �/`tt / tr Contact Person :�/ Art/t. L Phos( ) z � 09g0 ACTION REQUIRED : -70 gi5enet Ae43-0( /d✓verve cwrc Ara gl:ay .530./414.- A, v€ G O -,r'S -50,7 26S709=4 - . - - / ulP-u/ /r A4000 h7.2- /1//i72,4 /,1/ /04t6ar- Off— 14,7e.ie s ��“.6, �y /zi//5 CORRECTION OF THE c OVE ITEMS ARE REQUIRED BY : / g FAILURE TO CO ► � Y E) SULT IN CE OF A C N CITATION/TICKET. Signature: Billin Attn: ilinjddress : Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD / - S -OQ. Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: „/� Ate Type of Ins � ion: S Address: 2z.,3 Suite #: i II �Contact Person: Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Avad A/44 a ./A, Arof- 94'7 509h�g/4*e%/.1, kr/A/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:.":40____,M 5-3 Date: 5/JJ/ 8 Hrs.: z. 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD 1 —011/ Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wig. pmce Type of Inspection: c 4/4/741 Address:�, Suite #: 21i? /4?O Cone Special Instructions: -- #Iss AZ; --- Phone No.: Approved per applicable codes. Corrections required prior to approval. CONfMENTS:(,j',s /wiZe4'7 ,u -00 W 5c(id'Sprinklers: 01119,,V/4y /c7 kiltet ,dors /-1--/9 Fire Alarm: /�' G /Ai, - 5 / 4. 2 — 4' ,%o.c- ,91 7- — Ar, A-/ liyIr ' Z AI 3 ,7 - -- #Iss AZ; --- -"---1(A0 et- / f — Are c- Z -- V9'c - ` Gla►,-'- -- 7s Permits: *f trra/is CiwpAAV efwt ii-n�.`n Needs Shift Inspection: 5c(id'Sprinklers: fed Fire Alarm: _P/,j Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: f Inspector: .-IL A 53 Date: 6/ 9// S Hrs.: / / n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Inspector: co � r3 TION NOTICE/REINSPECT N FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE (his-- 010 Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal nn tukwilawa.eov Business Name: Ain P/ C Type of Inspection: _ / Location Address: ZZ3 '6 Date : 4��5/f Contact Person : Phone No. : ACTION REQUIRED : Zil, trlex.e.titr;i /144474 4e- ety,744," k ! 9 / 5 - if-cr h.si 44 Li he Aregi,vgwv , 41111/& / \ 6t\ \tl ' / V et J CORRECT N OF THE ABOVE ITEMS ARE REQUIRED BY : FAIL O CO IN THE n'IEyISSUANCE OF A CRI TION/TICKET. Signature: Billing/Mailing Address : CITA Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. 0 Ticket Issued. Citation # Correction Notice Reins') Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION RECORD DI s- —o tt i S87 INSPECTION NUMBER Retain a copy with permit Retain a with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:I, '/e k Type of Inspectlion: r� � Address: Suite #: ZZ3 Conta Person: Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Ap Needs A/1/S p4 he Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ,rye/"/ essen l - , �� m ZOOWept- w i wAcs zeto,dy,. S 4O�4,.".„0 ,' ".s- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A, ` 1#i -y Date: S46 Hrs.: VQ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Cali to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 6" INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type P/A ��/� of Insp/esti Address:.,,.,Contact Suite #: Z -Z36 Fire Alarm: Person: Special Instructions: Hood & Duct:o Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: (,4?441/J7J4 A/.rei hial/ferj ).l 4 /�%ic l�s�t/lX�j --rwys�a�Co /74 � �-/� � Ey 6///// 6 Fire Alarm: ii `jrt Xwiti '_' 4.40.ad /'x (�j7eciizladr 01P�/ itt Hood & Duct:o - Ti14,14fk fi�c Defib -,-714.w (4r ilfi,eskx-l5 6Gf1-e_) is b/e- iv 6Zeee797 /'^2 Pre -Fire: Needs Shift Inspection: ).l 4 Date: Sprinklers: Koo Fire Alarm: Hood & Duct:o Monitor: �f /��rn �� r /'^2 Pre -Fire: Permits: Occupancy Type: 1 Inspector: Vy i,7 Date: v8h S Hrs.: 41,,E n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: iv 046€ Type of Ins bio : ie �, i (%'-L) (� Address: Suite #: Z2J Ne Contact Person. Monitor: Atiente,m, es,,.,4y /,ver,,. vieff Special Instructions: Permits: Phone No.: ilet'iC 10.06 KApproved per applicable codes. nCorrections required prior to approval. COMMENTS: hurs AeivLcCi�vr /4), S74 --44 / Z74y au. 39 /� Ark rk f3 7a wdvrj - /4474z." yqr* Co49/4i 49./1;ii-e4 Hood & Duct: )/.� Monitor: Atiente,m, es,,.,4y /,ver,,. vieff Pre -Fire: Permits: - efitIMe‘ 0 IZAC4 A A6 /A4.1,41/ 0-xd ilet'iC 10.06 --- Ail v . C,4 C4S. e" ' s o �i vis . (L,I&L /NS eGte Al ArtortAki lost Be, Td,404s ti Needs Shift Inspection: Date: 6l5//b Sprinklers: yeA Fire Alarm: yes Hood & Duct: )/.� Monitor: Atiente,m, es,,.,4y /,ver,,. vieff Pre -Fire: Permits: Occupancy Type: Inspector: 0_ /fr3 Date: 6l5//b Hrs.: fc7 Ad,v n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F,D. Form F.P. 113 S9 INSPECTION NUMBER 7 INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: PiAcie� Type of Inspection: cy ` - .GSA' Address: Suite #: 22,7 A/4°C Contact Person Pre -Fire: Special Instructions: Phone No.: e*fr I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: /A92,ex_ �'„,,eG Sprinklers: t679 �--- Nof 4'p Monitor: Pre -Fire: .1,,, /1 — N5 Add.izemal 47149 iN e*fr ,or, -m -s Meet, 414 1 /ft 74 /tug -4 "4)&14 .<44sri Are/7 it /slaw / Ateedo‘bsoki / ` A'0..2 ' / "_ /4/,f_ G.A.; /61,-.-, _" lie Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: "A. 006-3 VI Date: -7 %! 6 Hrs.: YQAe/A/#141gAQ n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: kin. p/Ace Type ofspecti n: D eli ie - Address: Suite #: 22J / L Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: .11 e7--(/ reikeill /6601/144/ MU /1 ---- laic/ %/12/1/r- Ariekt sit, C -Zi, ta/A15 4,44— / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 't FA c-7 Date: 5//57/9 Hrs.: > s - n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD P W Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: kvA, P/kce Fire Alarm: Type of In r� Address: Suite #: Z 2I /[i, 1� Contact Person: Special Instructions: Phone No.: proved per applicable codes. 1-1 Correcctions required prior to approval. COMMENTS: illye4/971/4 Ger)/140e40-77 (.X , QI/ I Gds. -4s G�� a•� .L4�� �� — iaS" 74 � yi4b — h�. Ale v -ed ,f,%. eaPs-siteriz.s.7 /47.4, <s i/4ieedi� 7Z,-' Greime Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: It. 44/S3 Date: 6 /57/ 6 Hrs.: 1. 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 6-8 INSPECTION NUMBER INSPECTION RECORD DDS- 00 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:� Pi,re Type o}►'�specti�����`j(/ r.� Address: Suite #:3 Ape Contact Person: Special Instructions: Occupancy Type: Phone No.: nApproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ,74f,'eM ON 6/141- 1-7arct w 7 ze��s f i y . /moi411- .11-iIce, .4417'w _74 62G l (hc,7 ADP" /9 /i ° ,' //-4 ,- ite,109 A-‘71'At 14 ›...fi, s . 'a`J /J A-/(4zlS yi• 4y 14. o //-S .04¢ at; Ball-S/11e1 j /s , j if 4.,,d,..,-",./7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f ,��y ' Date: 5-I0 $ Hrs.: 2.O n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ivn /A Type of IGS nspecb : / Address:� Suite #: 2� M A7P6,- Contact Person: Special Instructions: ►— zoi t ` 1" _""' -7 d % i oi'" //-5/)ee. " ' s PATS Phone No.: pproved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: - 5,144,ee e.stieD l Zoi b /71 A7 / fi- -- 6e /OD X? loor-5 4 OPue-- c, , r ,m or iPrrz,d Pre -Fire: Permits: ►— zoi t ` 1" _""' -7 d % i oi'" //-5/)ee. " ' s PATS erl#4 e v..- — A-11.47 Door !A-6 7 .47•10 4111001=ZSAAMBriPZ-- Cern" It % I Ss ivy)1 n't '---- ark t ^ ' d #0 Lt_ ciANi..a_d 41,11re" Ed)'(4 0 e, A 4 4 S 4 g Ole•e-- ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: '`WZ___. %iisy Date: 5/3/13 Hrs.: %U ,wit) v s J $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: 1/,. Type of Inspection: Address: Suite #: 2_2_3/2.21 fie' Contact Person: Special Instruction — 41 4-- Phone No.: 1 1 Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: 1/,. Date: /, Fire Alarm: 1f,,2l Hood & Duct: 731 — 41 4-- — / r` Ara- > ,- Ara- Ahry--1 7Z Pre -Fire: '- ..0010. ice, — Xes-st_.. 0--.- ikX.e cA2p, ,04- — Ai <p,7/ Pi p;',Itvo $ it/Of CfeA r - w, Z pr 1y1/ -i- lie /al- ,a�tssed ----= 30 si. -74t, /gyp 7&f w w Needs Shift Inspection: Sprinklers: 1/,. Date: /, Fire Alarm: 1f,,2l Hood & Duct: 731 — 41 4-- // `4-0/ Monitor: ie Pre -Fire: Permits: ( Occupancy Type: Inspector: , *' tjj Date: /, Z" Hrs.: /, U Le' n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 57 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: WA PLfrce Type of Inspection: D�5Address: Suite #: Z2-3 Arg. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. CONIrMENTS: Sprinklers: Fire Alarm: 7-bPt5 Z w sA-0,4-... -- /1:6(ivlat,toot-V -Z,44,1 "rhirol 1\ (A)/ .6P7Cok "-AdeC) — /°"SS Pre -Fire: Permits: '-1 C, cAvi J+s119' • T,OGcc f 4.e 46, fla A #'- 1 a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector - 71e_ S.4 5 -s 3 Date: K/jo//i Hrs.: p n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 V INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 t: Projec,*--,lie,e,r/e....s.z... dtek gw Type of Inspection: Address:,,,Autetiv%) Suite #: ' /4706 - Contact Person: Special Instructions: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: , z &owl trot/ A.6 o? -3-- /9 . (7a d/ -al G✓I'-, %s�"ej A,Vbwa1 %I4;74 —� 41/ Sjxek )v fie. 1144. 411,0-e `4 1' sfucy ere Needs Shift Inspection: Sprinklers: 11.41 Date: Fire Alarm: )/V Hood &- 777,g 1 Aria/ X1:41 (7 Monitor: / Pre -Fire: Permits: V.I.d Occupancy Type: Inspector: (7 Date: Miff Hrs.: (7 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: PV/1- PIS Type of Inspection: h -rt ..e4w- Address: Suite #: ;a3 /moi Contact Person: Special Instructions: Y 91 /if j /OA Phone No.: Approved per applicable codes. LICorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: /43e WAttel't 44, D'+'1. `6V13 Y 91 /if j /OA or 6/''' re4tezi i' ,AlfeT "r>.- 5.zca,awl", J d a. / e ll `l,Pve 7. 1t )- PAS e‘..54 //ze. op. -I.._ --- 5,2,1 c47 197w�/ % 1 r -/'?-/9 r�f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ff1417 Date: 9—/8—/8 Hrs.: 7.0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR DNS = ON 7 Retain a copy with permit lc— s ---n1746 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wik f u l g Type of Inspection: r(� --hely fs-� -Z� rPa Address: Suite #: �z3r Ile rr p*. l Contact Person: Special Instructions: Phone No.: ipproved per applicable codes. I I Corrections required prior to approval. COMMENTS: 'an: L Sprinklers: plip-k -€ 670-0-4676-- Ni bo/-i/ac-le-R__ 5 5p 7 Ile rr p*. l Hood & Duct: ye7 Monitor: Pre -Fire: e24-1-0_ ur24 ' 7 T Psis - FFAJDAti4 / Dyuf o, Gi}fAlnr / -Yt rj „.,._ 4' Md. Needs Shift Ins 'an: L Sprinklers: Fire Alarm: �� Hood & Duct: ye7 Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: 51- Date: 41/7h y Hrs.: ( n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 air 53 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di --0/1/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w4 1,i Type of Inspgction: li/e /9%u Address:,! Suite #: ZZ -.3 ,4PG Contact Person: Special Instructions: Occupancy Type: Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: — kt, ni/ Occupancy Type: *semga/, I �v/� ---PAs tit_ /�/7 �Li�o[ ill t�-' 7 rOld/?Nita , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - ,. MK? Date: Wj 3i/ 8 Hrs.: 2. a n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 SZ INSPECTION NUMBER 7 INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ��' /ale Type of 'on• Type /Afigiorl Address:Contact Suite #: Z.....3 hag - Person: Special Instructions: Phone No.: proved per applicable codes. nCorrections required prior to approval. COMMENTS: fele.r.tato ? Needs Shift Inspection: AM Sprinklers: 1/.Qo Fire Alarm:�Po Hood &-Duet; tie Monitor: Pre -Fre: Permits: Occupancy Type: Inspector: -"Apie 67 Date: Y�/%f l $ Hrs.: Z. 0 6 f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 57 INSPECTION NUMBER INSPECTION RECORD D7S- oil/ Retain a copy with permit Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: k P/tee Type o�f rspecctio : % ,y r, ? Address:Contact Suite #: 2 3 /y e" Person: Special Instructions: yer) Phone No.: 1,1 Approved per applicable codes. nCorrections required prior to approval. COMMENTS: A %e» siecl 'Tom- /Y /✓�- 7o4; adeite, Needs Shift Inspection: //N Sprinklers: .� Fire Alarm: Z . C Hoo yer) Monitor: 4 Pre -Fire: Permits: Occupancy Type: Inspector: X. 040 Date: --./0.../ $ Hrs.: Z . C n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: O Type of Inspecti n: Address•Contact FeSpeSuite #: 22� /Fe- Person: Special cial Instructions: Phone No.: r?4-Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ,00,-r 9 _/oT- — .r 11/4--/11/4"--/3 f.; ` ,ir:.c #40-..s/ -r/r 94X 1 digaced s , lo /''Ai 4,, , f/€ ' -- Ass ��joN — / teeft ` ,094,--ovef ,' %r 0, /9' /f re Oe-- 4-",A/ ,�ti-c /9%• o , l 9 Ili ooe.,. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: '4- ,,5- 3 Date: y/s//8' Hrs.: 5, s- ,4rua $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECT 7 ,7? Retain a copy ION with permRECORit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:' /, Sprinklers: Ace Type of Inspection. o% Q.i 0U% Address: Suite #: i2--3 / E Contact Person: Special Instructions: F/0o/t--S 7 G1- 1 8 Phone No.: VIApproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: F/0o/t--S 7 G1- 1 8 i/ i 's? �.. .c/ G-sf earzte --> 9'Z CCd -7 I�fal•PWW•khfrbrfTh /du- ,41/1/A41-42 C�.1'1% 46 peic- %a -v r- -4tfev 1 -A -pa- /— 05 i — fil', pu id Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorr, //11&_7 Date: �f/4/// g Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: WA- Type of Inspects Address:,,Contact Suite #: i�i3 ii M g- Person: Special Instructions: Phone No.: 17Approved pear applicable codes. nCorrections required prior to approval. COMMENTS: Af6 .4-72/1-1- 4,-- A/A 1 24 *4'71 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct:. Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: p m cam? Date: wip 3 Hrs.: Z • 5- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 y810 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /,JAL , / /Ac'e Type of Inspection: e fiKerc.wt Address: Suite #: 2-13 / g' Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. LiCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 4—P A- (--r-e- /14f-"-- /r' Occupancy Type: l/0/ '6°X; ligkof --' f/1253- SS9607, 9607,oo�,t �� 1— s ,t 4%/ T/00$-- S — "i1<Se✓S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ,r3 Date: Y-777( 8 Hrs.: 7. U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER 7INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: \AR4 7. -fir, QLD c c AKS Type of Inspection: Address: 27.3 itc;pS Suite #: Contact Person: Special Instructions: Phone No.: 54 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: D ot-,-.6 bOk\N 6 ICXAN-- '‘-b uW cbc to% L "- 7f) \ alp,- Z._3 S t=• AN Z 3 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector: 7vrvt51 Date: 313 (A Q� Hrs.: 2 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tv.,4 PSI L --A.. Sprinklers: Type of Inspection: (r e1- 74.1 Ic Address: 'z3 f�*•jovc, Suite #: Pic_E Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: — i. d .S oda., G c,4..,.., I 4,4- 9 d ole Ad/ 1, Occupancy Type: ...5 )1 o' -t- vct hrt q_ G -i- 9S-0/0 'Poi ^At 4ior<411IPIP Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector S/ / Date: 3 _I y_19 Hrs.: i n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit / 5- - S- 0/96 J INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1/001, 0,,,,I...- Sprinklers: Yr> Typeof spPY�j�nj PtiwtiO . rhekr Fta-frd e go -0F cfpici) ,-- 4/902-0yei Address: 2 Suite #: 2 3 /�o� , - PKK, Contact Person: , v � / L t✓" Special Instructions: IS Phone No.: PRq 01Q A- L- STitt2vvEU, i -" D /491-L- Ps Wpproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Yr> Fire Alarm: . rhekr Fta-frd e go -0F cfpici) ,-- 4/902-0yei 6p-r-ZSa 67,04 I �/ /SO ps 1 l 75 rpur!"L g z%7-77/ %iE" Sti1-4,46 AL Sethi,-w�Z15 lerg, S ZY0 f (wpm Oar" ST A.1D »p). Permits: IS PRq 01Q A- L- STitt2vvEU, i -" D /491-L- Ps • 0 -7D . ►Gi,' P%- FA Z4.9 \i cd:-- _--__ 6 3 4 , jo -0 Figz4 ,2g5v4 P f/g6" Pumps 472E- pvil. CWOviIsst d..)6. -)O4 .mil y Ev,j1�'-o b ' Tv f: -r . J Needs Shift Inspection: Sprinklers: Yr> Fire Alarm: 7er, Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ril 5-k- Date: ,>Mi g Hrs.: 4- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 44 INSPECTION NUMBER INSPECTION RECORD 2i-.-- '/// Retain a copy with permit /s--- 5--©/96. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w n ?LAI/6Type Sprinklers: of Inspectior ili ThS77/•./6., Address:,Contact Suite #: €7v�7 3 APIL lS Person: STZ /r-- Special Instructions: OW [LL PL -c 6 (L� - Ste F?EZU AJ? Tr -3 �,#A Phone No.: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Pr) ?135 N(7-2 I*'i 3 /^) CE — - SM -04-0 lS L[..-- j 7-791 - i 4/C c, p24 84176. &ti�-70 7-Fs1:7 - OW [LL PL -c 6 (L� - Ste F?EZU AJ? Tr -3 �,#A 12E -g U Gr5, -�/ J61in dCeri- 7V v6 ---,r F (2S v - 3 Q 7� .44001-av4 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fin 5-4— Date: ?/Rf (c‘ Hrs.: 25 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v _3 A�3 INSPECTION NUMBER 7 INSPECTION RECORIP Retain a copy with permit s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w -FLS C Type of Inspection: r7A4/ Address:,Contact Suite #: 23 4A/Dtve-p— Person Instructions: Occupancy Type: Phone No.: I I Approved per applicable codes. [Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: p/LV '5 /,J A/ /-5/-.) S 72/i/67 -$ Ptibrz 7-63 fA Pre -Fire: 7vDY9vi . Grao,es / —4- /..) AI 77)0,6--x- /4 ;Le, A Occupancy Type: / — /? /•J 5vJ h 1,,reg `vim //i spez-T-6--P. SvL73 NeEn. ) OS- .‘lot -44,4,7-613` a. G iO 13--X/67/"/PV-02 /97v 0 / 0 l� 3} ti . -pg-to ie - 13 4�__,,//)) !���• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: PM 54- Date: 34,h ' Hrs.: $100.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , I pul_v6.--- �/ Type of,Ins io�PR,Tehhey �/ Addt s: Suite #: 2Z' ,9P Contact Person: . evc P-Iiaice Special Instructions: Phone No.: nApproved per applicable codes. rrrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: ?p/ .6 f i•JG7 A/ 5icwrzJ p is es /9 —s— Ga ve-e c— crAr pt, 4. - /24- 3/6 fig Pre -Fire: Permits: ‘57 -op W? re-tc__ 0)2-15 ER— t551/&-4 6j1chei4 7? 17 D•" C ` t tp-D . (zcS� Furst / i/f —' 4.,P l s' - /! w p-LA1/o-p70.-' 0,7-- 2-3 1 y°i-i grems. Pn#14 e-4 iwil/ ,r5e7.cr 4. At.(ZS. ter Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F/)4 - Date: 3/S-1/5?Hrs.: g n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 oject: PrWA-- PJA-7/b- Type of Inspection:-t---yvtp, evizrf ti Address: Suitekivr #: 2?i ��iiv-�� Contact Person: (J- Special Instructions: -T-6-714e. ("--iqiErz_ p724 fru nekwen-ctvvel t5 i.N/ psi4y,1-- Phone No.: proved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: F/ 0,79- /,/,5 7)? & yr-sin7ZO gr- REYK =-1 Monitor: -T-6-714e. ("--iqiErz_ p724 fru nekwen-ctvvel t5 i.N/ psi4y,1-- Permits: J A c7 731-c k.-!. / 0-Vr. 7-74/-` Fl-e0Y1- j G' — 1 � 1I5 Af4I' , TlGC� Fi/t+.n hof 5re/r.-6`0 VP 7' ri /1. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:ryielDate: 223// $ Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 40 lip INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wit_ p//( Sprinklers: ' fro 54 - Type of Inspection Address:3 Suite #: �-Z ,7 6---- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: ' fro 54 - Friy i 577av MIAJAPi,J6? Or) /°- Pz mAft,ry 6-1-7v1-7C� (lc, 7a co -it. ---a- Monitor: - 410Of cr 2/%1I9 pG/ 6' i r0 650,----A— Permits: I Ai Li viti 001-Wpia4, Lech w/?s �p M 1 7'1Lm 4 w IN .. 73pm 010 yrs A47- •9itD oNly Le"Auweran-e 0 PVn2io. Rri wera /1 � 1 E$ 7 pJ il-il l/N 7? Oto ")1 t7 rz- / 4 i 'rim ,1�.�1ai•_r,M 61 > . Needs Shift Inspection: Sprinklers: ' fro 54 - Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: �A.---- Date: 2I1,zhg' Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3q INSPECTION NUMBER 11) INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: n�re,� W 4- Type of Inspection: Address: 2�/ Suite #: ?j�i1 Contact Person: Monitor: Special Instructions: Phone No.: i Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: a)f- 3/r2 Occupancy Type: -PP-9 TE -57-7p) 67 - y 71-d Citt4--- 4-PD .' nio Pe/r crzry g ,� 0 le- ft) ' Pat (67�k- .54iiize vv�-S t 11;1=-1_ - 2/i -D Pz - viOt prep ri► 23 j - Grit- wl <,-A,a( ,, K 6011 16 -4 -- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:% yl Date: M5//s( Hrs.: 4 l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 � Project:A-pl,gvt- Type of Inspection 4,-,,,,,yz_ Address: Suite #: �?i2,-3 �/`�� Contact Person: fi---r p-t,e-Og- (2-- /7 eze.„7-0 c-e/v-&-(2_ Special Instructions: el Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: fi---r p-t,e-Og- (2-- /7 eze.„7-0 c-e/v-&-(2_ Pre -Fire: el Occupancy Type: 5olitAc/c Cl/eV/1'77a- Go KW Ls //-/ 9 07k- Awa= mvFrat If -6-014A- F -Z- l9 G✓ 5'10- tOrIV IV1 i ROo1A^- ?M. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 5.4.--- Date: /Igo m? Hrs.: ' n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORI Retain a copy with permit ft -5-096 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w 1- (21.11-v( Type of Inspection: Ce"VL5 z--- Address:�./� Suite #: 2- z - /We-- l" G Contact Person: ItT/ Special Instructions: Permits: Phone No.: Approved per applicable codes. 17 Corrections required prior to approval. COMMENTS: Sprinklers: yet, Fire Alarm:yo Hood & Duct: O Com- '% C ven-- E -2-6v. C, (z- FLS / Z —/9' Permits: Occupancy Type: q -D D el,v6 cfl` eff,fr Ac57r7447-47S T4s /'/ /i Needs Shift Inspection: Sprinklers: yet, Fire Alarm:yo Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F — Date: /V5-/r?—Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORI Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, I L_ w Type of Inspection: Fire Alarm: Address: Suite #: 227 ,49j9 Contact Person: (i -v Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: cetiCaz-- etS (-- /1 ?kill, Le(061-e5 Needs Shift Inspection: Sprinklers: ye4 Fire Alarm: qe.,55 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: y» N--efj Date: it/z h i- Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD 1)15--- V// Retain a copy with permit /S -S-- 074 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:P'c (iA4041 Type of Inspection: - Address: "4...-.5 1419‘ 1419‘Contact Suite #: Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /pdISs 004 1 y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .. Date: /0 W j n Hrs.: A d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,^ /� !� V f/Ate Typ Inspection: Address: Suite #: 2 0,..3 A47& Contact Person: Special Instructions: Occupancy Type: Phone No.: l l Approved per applicable codes. Corrections required prior to approval. COMMENTS: , a'ry - -,-- 2 ? - Z -e----- aA 7 cepv - /22 Nosh vad4.ors p,,It/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood- & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ . J-3 Date: /Oh 7 Hrs.: 2- n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: IA) n P/t-e-- Type of Inspection: ''YL-- 2'"n3 ri✓, Address: r� �� Suite #: ! 2- �j Contact Pe �� � 6) Special Instructions: Phone No.: " Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ok- pyl-DIA / //1 fZa71wt c, / cd r 10c i' 4 9 T� t S, rJ t ." Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f 54-- Date: / c)fr2? ' Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD _ I /.---c/ Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: witei_R,i+r,re--- Type of Inspect : 1 Fire Alarm: Address:Contact Suite #: 2,2,3 4j2E Person: Special Instructions: Occupancy Type: Phone No.: KApproved per applicable codes. nCorrections required prior to approval. COMMENTS: eke, ro 6,5vD2- ff49(14)1,( • *2-Eil-S OrWzi Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /Q /1/1/ - Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (5'- S' ^o% PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AU, /_ p V Type of Inspection • t'G Lce- Address:Contact Suite #: 22 3 �f f Person: t/67 . Occupancy Type: Special Instructions: Phone No.: ,Approved per applicable codes. riCorrections required prior to approval. COMMENTS: 77 (5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 44 5-4.-- Date: 9 26' h q_ Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i� 7 INSPECTION RECORcDt 5 -'l 1 l Retain a copy with permit INSPECTION NUMBER 15-5 - C%, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: LJASL-1 Q Lt C -A, Type of Inspection: Viii. q1.01:1C CZv-cC. Address:Z �� Suite #: Contact Person: cDo Special Instructions: Phone No.: Z.S 3 — $31 --1`8 4VO .91 Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: C_ZA..tc Q l0.14.0 g ZZ.S �C Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: "I*41ilizz7..: Date: ce*3 4k-1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2� 7 INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1,,,Jv�— pLe Type of Inspection: C-CJyZ.'�Z Address: Suite #: i2, . Contact Person: Jc.r1jii---7-f Phone No.: Special Instructions: KApproved per applicable codes. riCorrections required prior to approval. COMMENTS: Pte -612- C() D � 7a e-ri-VEY2-- Purepr4_ L 1-(0-(1-0 ()A-5 S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 6y4_ S1 7 Date: 9 // /j -7..._— Hrs.: -1- i-' n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 QINSPECTION RECORD Ns-- X111 INSPECTION NUMBER Retain a copy withpermit f�5— /� Retain a copy permit /cam 5 — /9G PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: vv,q gire Typepection: 4o Address:i Suite #: 2Z3 /ti Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / V 04 avia /41,d 4r-5Jal Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , 3 Date: 749// `) Hrs.: z, O n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: IA /1_ p / Type Insg}'on,: Address: Suite #: a-23 yi.�b- Contact erson: 41,,c, Afb Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: —1--(YDrLoa� oorLs /2 rti /3 G�✓g72--- oto Leoyes (Z r3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: //)15 4 / f fl S -3 Date: Wh'4' Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z6 INSPECTION NUMBER 7 INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206 -575 - Project: I,41ft PMtCPQ Type f s ion: �( - Address: Suite #: 22 Contact Person: 6,1'-? Special Instructions: Phone No.: Occupancy Type: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: (1'(0f -O dk FZS /6 /1/ 17). Gevh-rz la fi Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fii S--.4—/53 Date: Wig/R.— /R- Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 Zip: T.F.D. Form F.P. 113 7INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: kio. rn Type Inspection:/e�_ � Address: L�3E Suite #: _�__ Contact Person ,Special Instructions: N. Phone No.: dApproved per applicable codes. Corrections required prior to approval. COMMENTS: 7i-1'1(p/to etc. s ce Die 7a cave -2 "-PDC— 11--/f6t. gripmft- pg-evc-alls 1/4se /\%d 7 O aJ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t », 91---- n Date: S / L Hrs.: -.2.-- n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Wpo..4..t/e...-- Type of In rd ( (� p r Address: Suite #: Contact Person: a 40( Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: gki PA 0 -F S : I 24 (am r1'! AtirriE 12-144 , elk- 73 C,eNiLYL Ft.4Urt- 6, '?- , / 2.0 Permits: Occupancy Type: - 4w e-INJD or= 41/4/E" 046371241,J75 p -2i -&x Fieri F&L 4 t -P Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Date: 57s f! Hrs.: 2_ Inspector: ,r7y) c $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Ot5'-- Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wet piv.41,6,-Type f Insppec�ionC��e�^vv��f P � Address: ?j2.�j Suite #: /If Contact Person: Special Instructions: Phone No.: iR. Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: ff yDno d Fz, s- (I l 9 Czwn2- EL S 51 l9 )4D &"?‘48 /2,Espe2.4-7.irs 73 A/c -a( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: Fry) TQ' /c#27 Date: Al r ? J Hrs.: I - n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 02, 11INSPECTION RECOR 0 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: pt.RCZ Ty of Inspection: Address.Co Suite #: ZZ3 be" ct Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Mt 3 f�'�40019f44 It ld f • ox- ce,v.e /.00- V -5`ffiz'a:1764 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: se Date: 0/ '// --) Hrs.: Z4. a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR 1715'--0I 11 Retain a copy with permit IS -S- 11(0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1Ace (fit/ TypeC 1Inspection: lietr- ,,v Address: Suite #: 0Z3 Contact Person: Special Instructions: Phone No.: K,pproved per applicable codes. Corrections required prior to approval. COMMENTS: foo fl/ 7.S' A axis MSS ©tC - e-av Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ,3/j Hrs.: 2 a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A Plik-c.c Type pf ins ion: Address:Contact Suite #: 2Z3iii-fe-r Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Gi/dif / . 601 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• 7. 4I 473 Date: M/ 7 Hrs.: _J . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: INA ftType of In�peio Opjof Q A?6,01 �j Address: Suite #: Z23 f� Contact Person: NO/1-g Special Instructions: Occupancy Type: Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: wev 57-kivis co iv I 6 � P� oh 60047t As5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,--***e__ frit r3 Date: ,//7// 7 Hrs.: Z . 0 n $100.00 REINSPECTION FEE REQUIRED. You till receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit S -o is PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:»ict_ Type/o_f Insp�ecti�n: 5 i(,(1? - Address: Suite #: 1,--.34- PC Contact Person: AiD "fr( Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: w 67' 45 r P5 S 11 F /7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c %i 54-- Date: ra21 /1 A Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD p !T -Q t 1 ( Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:' A ' Sprinklers: Type of Inspecte ini-tei-pz, Address: 223 t�_r Suite #: (` Contact Person:/v oat_ fi Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: G✓e'2,13 SpS -p✓a3s pL_O-rf K2-4� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: TM 9 l f Date: tjh /l , Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit fs-s-v15� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A pierce Type of Insp i.. : ktizt Address: Suite #: 2 2-3 E Contact Person: Special Instructions: Occupancy Type: Phone No.: _Approved per applicable codes. riCorrections required prior to approval. COMMENTS: V4./ ki-eid i/it)12s ASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - i 3 Date: /0 /7h4 Hrs.: A U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD S—' ©(1 1 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: w/4. eType of Inspection: Address:Contact Suite #: 223 Person: Special Instructions: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: Vie, fi? a — PAs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: InspectorJL ��S/ 3 Date: 531249/ 4 Hrs.: /, b 1. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD r,„______72 Retain a copy with permit INSPECTI N NUMBER IS—pll j 1 — Is lo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Wk Sprinklers: TypePo�f In ion: Address:......, Suite #: 3 /�^) Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aid, pa Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors S�- f k'�7 Date: 1,/%3h/ Hrs.: /. Q $100.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 VI INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProIect:4 Q Sprinklers: Type of� ion: Address:Contact Suite #: ze.g.. A V E Person: Special Instructions: Occupancy Type: Phone No.: —15g Approved per applicable codes. riCorrections required prior to approval. COMMENTS: L k 5kbkvvki 3 1:•1 Qotc- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e->�c1 Date: B(alt\o Hrs.: $100.00 IMINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v 14 - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A PLotc ey.-�� Sprinklers: Type of Inspection: .. Address: Suite #: Z 2.3 ,A PE Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \\cs a -oa r �1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ekv- l(o Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 /3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: P1A-C2_ Ty, Jpe of Inspe on: -4--td Address: 0_a3 Suite #: it A pia:- Contact Person: Special Instructions: Permits: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: 0'0) (S\Avy5 o oc,2 to Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A ,C,,‘ _ Date: g- 2- /L, Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State; Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 /2 INSPECTION NUMBER 7INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: bA- PAW_D Type of Inspection: Address. an 2 Suite #: Contact Person. Special Instructions: Phone No.: proved per applicable codes. riCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 7/ 14 Hrs.: ( n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 // INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wit. p/Acee Typ� ion: ` lar'' Address: Suite #: 223C Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: 71-A Gvea o4 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ,ws-3 Date: 7//49//6, Hrs.: /. 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD ZIS—b(I( Retain a copy with permit � $—OI �, Retain a copy with permit S — or'? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wiel 0Atie Ty of Inspection • Ad e/e- Address:Contact Suite #: 02...3 AQ e.---, erson• SpecialInstructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 4eieb the_ ,ii.m..",„441, g94-1,.) o IL — CJSFir Z — w , 6f komof Pi tv ‘24t (4.-e- ate1/41-•c_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ ,s--3 Date: 7h//4 Hrs.: 7.0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Reccfd Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD /S-- a ) Retain a copy with permit /3"-- S - O) ? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: k)In (/n- �1 Sprinklers: O Address:S /.1 -P6, -5 --Contact Suite #: ( Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: D(C Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: g. a 5--9- Date: OW Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:i I r A- � �� Type of Inspection: gll rL Address: Suite #: ZZ 3 /fe Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: tu.e,a fitose 6-r% M3s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect° :, ..._ 1,--A45-3 Date: 6h s -A4 H rs.: / .. a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v 7INSPECTION RECORD 1)(S' -d111 Retain a copy with permit IS— S— Ori c, INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,A Vi II"N �(16SCA— Type of Inspection: Address: Suite #: Z27) e -- Contact Person: Special Special Instructions: Occupancy Type: Phone No.: �Ejpproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspe6lo ��� Date:3/ZS7/ Hrs.: r , a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 J INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (NA Pl&.e- Ty of Ins on: Address:, Suite #: ZZ3 Pre -Fire: Contact Person: Special Instructions: Phone No.: I-1 Approved per applicable codes. Torrections required prior to approval. COMMENTS: N��V �„v� — /ad /4A/e. 44141 tizc g71- sw.-1"At /9,14 sus &WX/frf W A.r.4 /xi A ,--54.1-7%-t-, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,.- � ,‘; Date: 6 , //z Hrs.: /•t n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD �'- o ik Retain a copy with permit 1 IS" ---S — d Mt. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L4'A pb Type Inspe ion: Person: Address: Suite #: Zz3 A-126— Contact Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ttiolota bt/rp 2/1-f "or - pis Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:< -3 Date: 6�/e// Hrs.: (. 6 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: viA. P)rc Type' of Ins ion: l e Address: Suite #: 2-23 4 -pe Contact Person: Occupancy Type: Special Instructions: Phone No.: VrApproved per applicable codes. riCorrections required prior to approval. COMMENTS: e. P� k� - W� WV' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: a ` \J -S ckANAN.6-kin4 Rktt Lk Type of Inspection: ,--lc..\,&- Address: Suite #: Z2-3�`r``�Q� Fire Alarm: Contact Person: Special Instructions: Hood & Duct: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 Zr)`Qe 1-ctrk-V es Needs Shift Inspection: 'IYNt\SI Sprinklers: Y<,s' Hrs.: Fire Alarm: /4t y- cr Hood & Duct: Monitor: Pre -Fire: Nb Permits: Occupancy Type: f2,1 ) Q Z Inspector: 'IYNt\SI Date: 4( t Ask l (1 Hrs.: ►tc) $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:�W i/eice, T nspecti Q of Address:Contact 2a.5 Suite #: ..-Pg Permits: Person: /' Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: L4M-0 p — C�k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S'2— Date: L, /3//‘ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER NSPECTION RECORD Dir- orbs Retain a copy with permit Retain a with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 13 P- p/c< STD u. CU'►4.1,, Type of Inspecti : i -Z_ c d -L . a� Address: a a3 g Suite #: Contact Person: Special Instructions: Phone No.: pproved per applicable codes. riCorrections required prior to approval. COMMENTS: Vim, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:j Date:3/ybi, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD f Ij C.On 1 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Pc Fi AC4 Type off Is$ction: Address: Suite .#: Z2....3 API Contact Person: Special Instructions: Occupancy Type: Phone No.: proved per applicable codes. riCorrections required prior to approval. COMMENTS: +6 Caysa,r— 'ST fT,ticc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fris73 Date: G ?esis Hrs.: 7,4 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER NSPECTION RECORD D»Y.o/ 3 `( Retain a copy with rmit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r f1nw UJA- , l4c-e t�0 Type of Inspection: fifre f'%k.a l Address: 2...).3 4444- it C Suite #: Contact Person: 303 L, Special Instructions: Phone No.: ig' Approved per applicable codes. Corrections required prior to approval. COMMENTS: ire Pk" f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A.24, S-/ / Date: _s--.: 9.. j ' Hrs.: 1 Ti $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 WARNING CITATION TUKWILA FIRE DEPARTMENT THE UNDERSIGNED CERTIFIES AND SAYS NAME: LAST FIRST LCC C -A2/ 4,7i/vr- SEX ( RACE 1 DATE OF BIRTH F• l DRIVER'S LICENSE NO. MO. DATE LOCATION n n�11L HEIGHT WEIGHT 1 EYES I HAIR 5 --OS 1 /4K 15tA:.- STATE EX IRES 1 RESIDENCE PHONE NO. w4 19Ji /001 DAY 1 YR. 1 TIME A.M. I 1 P.M. -'13 n 6 Vc`r2-. Pi -C. L--. AND DID THEN AND THERE ESTABLISH OR PERMIT THE FOLLOWING CONDITIONS IN VIOLATION OF THE TUKWILA MUNICIPAL CODE CODE1 DES PTION F 1. / Zoe' 1 /eC7ne-VE-- /',(IN 7 v1'� ,dr -r2 / ,I S . vL i Crvt/ G S i2g (A. t ty2 5 r t- lA CODE 2. STec DESCRIPTION CODE 3. DESCRIPTION CODE 4. DESCRIPTION DATE NOTICE ISSUED /S O / I ACKNOWLEDGE RECEIPT OF THIS WARNING CITATION SIGNATURE OF PERSON TO WHOM CITATION DELIVERED JOB TITLE (I CERTIFY (OR DECLARE) I HAVE REASONABLE GROUNDS TO BELIEVE AND DO BELIEVE THAT THE ABOVE CONDITIONS WERE ESTABLISHED/PERMITTED CONTRARY TO THE TUKWILA MUNICIPAL CODE. OFFICER fi N Ev5 DATE S/ [VI it ( PLACE TUKWILA, WA. COMMENTS/COMPLIANCE DATE NO. %3eyE Pi- - A/6 ADto Tidh•//YZ i 2L- 77) c-77- 02.0-1/4/..0.-- ` 6 02.ov4, ir' /,J w/o ApPe?4N in _ F7P-w,^ r- V o - ,I;vE' /700 WHITE: MANAGER YELLOW: FILE PINK: CITY ATTORNEY /� T.F.D. FORM F.P. 40 -----7------ City of Tukwila Fire Department CORRECTION NOTICE (Issued July 23, 2020) TO: HOTEL INTERURBAN - AIRMARK APARTMENTS Christine Lee 223/229 Andover Park E Tukwila, WA. 98188 Allan Ekberg, Mayor Jay C. Wittwer, Fire Chief RE: Emergency Responder Radio Coverage System (ERRCS) at: HOTEL INTERURBAN - AIRMARK APARTMENTS (223 / 229 Andover Park E) Dear Ms. Lee, The Tukwila Fire Marshal's Office has received notification that there is no longer an approved Emergency Responder Radio Coverage System (ERRCS) operating inside your building. Since this is a critical piece of life safety equipment that is required to be operational, the Tukwila Fire Marshal's Office is issuing a CORRECTION NOTICE for the following items: • Install an approved Emergency Responder Radio Coverage System (ERRCS). An approved system must include the following: o Be installed and maintained per WAC 51-54A-0510 and Section 510 of the 2015 International Fire Code o A valid Frequency Use Agreement with King County Radio before the system can be installed o Receive an ERRCS Compliance letter from King County Radio after the system is successfully installed and tested o Be Approved and Inspected by the Tukwila Fire Marshal's Office through the permitting process Until an approved Emergency Responder Radio Coverage System (ERRCS) is operational inside your building, it may be necessary for a stand-by emergency responder communications service provided by off-duty representatives from both Police and Fire. If this service becomes necessary for public safety, a representative from the City of Tukwila will be contacting you to discuss this process. After the Emergency Responder Radio Coverage System (ERRCS) is installed, it shall be inspected and tested annually to ensure that it is maintained and operational at all times. Respectfully, -g____Ar_ Ben Hayman Fire Marshal City of Tukwila Tukwila Fire Marshal's Office 6300 Southcenter Blvd., Suite #209 • Tukwila, Washington 98188 • Email: FireMarshal@TukwilaWa.gov King County 44lietsw44 2 14P KING COUNTY ZONE 3 FIRE WATCH FORM FIRE WATCH INSTRUCTIONS 1. Do not reset the alarm if alarm cause is likely a system malfunction. 2. Silence alarm if needed and direct the responsible party to request a service call. 3. Fill out all portions of the Agency Copy. 4. On the Site Copy; a. Fill out the incident number and b. Identify the fire watch frequency c. Circle the appropriate follow-up agency d. Identify which system is out -of -service. 5. Leave the Site copy with the responsible party 6. Identify the person this form was left with. (K\n 7. If the Fire Watch was declined, identify the name of the indiv ual who declined the fire 8. 9. 10. 11. watch. Was the building secure when you left? ❑ Yes Jlo If not, please explain what actions were taken. pee, Post placard if unable to contact a responsible party and/or when notification to building occupants is important. Fire watch placard posted? Y / N Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. Include Agency Copy with your fire incident report. INCIDENT #: V44f — e 20S0 b IL7 h.. REASON FOR FIRE WATCH: cyc,leim. t. 4es tt SYSTEM OUT OF SERVICE: ❑ Sprinkler Fire Alarm 0 Monitoring 0 Other Suppression 0 Other RESPONDING UNIT/COMPANY OFFICER: g 3 5 I BUSINESS NAME: AV. w —r x Nc,4 / 1 LVery,r6Lv BUSINESS ADDRESS: 2.-2-3 wv Pc --(14- I� BUSINESS PHONE: k.01e ! 2,1 — 7 ¥0 0 BUSINESS CONTACT AND PHONE NUMBER: Sc.-IetS 646 ?d o0 CONTACT NAME/SIGNATURE: Agency Copy — White Site Copy - Yellow Z3FM004A 01/2019 Burien/Normandy Park/KCFD#2 FMO(a,BurienFire.org, Phone: 206-209-4119 Enumclaw Fire Department/KCFD#28 FireMarshal@,Enumclawfire.org King County Fire Marshal's Office FireMarshalAKingCounty.gov King County 444 riti ll111.i • Mountain View Fire & Rescue/KCFD#44 Pkramlich(KCFD44.org, Phone: 253-735-0284, 253-569-4211 Port of Seattle FireaPortSeattle.org Puget Sound Regional Fire Authority FirePrevention(a,PugetSoundFire.org, Phone: 253-856-4444 Renton Regional Fire Authority FireMarshalARentonRFA.org South King Fire & Rescue Prevention.DivisionASoutliKingFire.org, Phone: 253-946-7348 Skyway/KCFD#20 Admin(a,KCFD20.org, Phone: 206-772-1430 Tukwila Fire Department FireMarshal@TukwilaWA.gov Valley Regional Fire Authority Fire.Marshal@,VRFA.org, Phone: 253-261-3616 Vashon Island Fire & Rescue Administration@vifr.org, Phone: 206-463-2405 Z3FM002 01/18 a 0 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 22 I b Inspectors: Fpg Reason For Fire watch: 76-21/P /1440Q/ 7 7 fP l AR3T i e vi,� J�ez/9v4— 57'Vf C Prz4a2. 7-0 Start time: Business Name: j iet Business Address: Z�3 y 4,JDav�-r4_ Pk_ 6:-, Business Phone g& 0 Z3 s 7 3 Person in Charge: 1 k; r2— Signature: W — Fire Marshal's Office Y — Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 0 � City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: /tf/is' Inspectors: 5 G Start time: 0132- ' 911. 'i S� v # c 0 �1 � Incident #: Ig 239 Reason For Fire watch: D17 du, 47: iraim 144A. Business Name: 140Id ,Pt e r V 4,o 1r Business Address: Z Z 3 kitdave. ..Pk - Person .. Business Phone: ?(o Z 12 7f b Person in Charge:6_ 4Jes 1- Signature: W — Fire Marshal's Office Rev. 7 (Afk Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Entail: FireMarshal@tukwilawa.gov Y — Owner/Manager T.F.P. 41 0 0 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date 6-/(30 Inspectors: F11/ Start time: ? 3( Reason For Fire watch: /f( ('141'Z79±> c f-cve Dow.) Incident #: 4PAATI) Fis< P/129112'r 441,6(C /11)-195-eSraW-r- Business Name: /N n71124/66#97- (KJ Business Address: Z z 3 /9-0^) "N t1ve?Ali& r Business Phone: it% bc7f ' /// Person in Charge: Deof MC )0 ?Jo (J !`1 Signature: W - Fire Marshal's Office Y - Owner/Manager Rev. 7/29/14 T.F.D. Fo F.P. 41 t t NM) f c let ' 0 ce v��-+moi' -4,671 P7i� 0 rzfmS Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-75-4439 • Email: FireMarshal@tukwilawa.gov � ov S City of Tukwila Fire Department FILtT! FIRE WATCH REOUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #1900, section 12-C and Ordinance #1901, section 10-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Prevention Bureau. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-575-4407 (a line covered by an answering machine), and state the following: 1. Your name. 2. Location address. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: (I Z)1 i( Inspectors: 75�/ Business Name: t -{t, -e I Fi.cveix.1 Start time: (CO Business Address: Business Phone: 72g A rJ-ov— W6 I Zo(y - Cpc (- 1 I' Person in Charge:I-DC✓\ 14 G lb P `Signature• W — Fire Prevention Y — Owner/Manager Rev. 2/13/03 T.F.D. Form F.P. 41 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • Tukwila Fire Department Interdepartmental Memo • FILE COPV DATE: November 3, 2014 TO: Laurel Humphrey, Council Analyst FROM: B/C Tomaso T SUBJECT: Council Member Robertson's Request for Washington Place. Attached is the documentation that was requested by Council Member Robertson. This documentation outlines how the Fire and Park Impact Fee appeal was resolved to the satisfaction of the Washington Place management team while still meeting the objectives of the impact fee ordinance of the City. During this process I consulted with the City of Redmond's Fire Marshal staff because they have had an impact fee ordinance in place for several years. The City of Tukwila used the City of Redmond's impact fee ordinance as a reference when we drafted our own impact fee ordinance. If Council Member Robertson or any other council member has further questions, please let me know. August 27, 2014 • • City of Tukwila Jim Haggerton, Mayor Fire Department Chief Flores, Interim Fire Chief Mr. Matthew Chan President Sunway Services, Inc. Real Estate Advisory Services 6409 — 6'h Ave Tacoma, Washington 98406 RE: Washington Place Project Impact Fee Reduction Dear Mr. Chan: I have reviewed your request on behalf of the ownership group for the reduction of the fire impact fees associated with the Washington Place project. After reviewing the packet provided, reviewing the history of the impact fee ordinances and the methodology used when they were adopted, I have made the following determination. The City will not be able to allow the full 50% reduction that was requested. However, when doing the research into the methodology, I was able to determine that a dwelling unit was calculated with between 2 to 4 occupants. Based on this fact, I have done the following calculation for the studio and one -bedroom units within the proposed project. The studio units will be calculated on a three -to -one ratio. For every three proposed studio units you will be charged for one residential unit impact fee. The one -bedroom units will be calculated on a one and one-half to one ratio. For every one and one-half proposed one -bedroom units you will be charged for one residential unit impact fee. This will reduce the fire impact fees for this project from $492,256 to $308,656 for a reduction of $183,600. I have discussed this methodology with Rick Still, the Director of Parks and Recreation, to determine if he also was agreeable to this calculation method. Mr. Still is amenable to using this same calculation for the Parks' impact fees as well, and this would result in the following savings. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4407 • Fax: 206-575-4439 • • City of Tukwila Page 2 This would reduce the Park impact fees for this project from $552,120.80 to $338,226.80 for a reduction of $213,894. Please feel free to call me if you have any further questions on the impact fee issue. Yours truly, Battalion Chief Don Tomaso Fire MarshaUTukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4407 • Fax: 206-575-4439 Washington Place IMPACT FEE CALCULATIONS August 26, 2014 Fire Impact Fee Calculations Land Use Per Residential Unit # of Units Credit Total Single family $922 Multi -family 1 200 217 Gross Floor Area Per 1,000 Sq. Ft. GFA 260 400.00 Office $1,624 Retail 123,800 $580 <40,580> 71,804.00 Industrial $127 Column Totals I <23,548.00> Total Fee <23,548.00> 308,656.00 Parks Impact Fee Calculations Land Use Per Residential Unit # of Units Credit Total Single family $1,426 Multi -family 1 398 217 Gross Floor Area Per 1,000 Sq. Ft. GFA 303 366.00 Office $837 Retail 123,800 $419 <40,580> 51,872.80 Industrial $262 Column Totals 1 <17,011.40> Total Fee I <17,011.40> 338,226.80 Grand Total 177817.71 Washington Place IMPACT FEE CALCULATIONS Non -Adjusted Fire Impact Fee Calculations Land Use Per Residential Unit # of Units Credit Total Single family $922 Multi -family 1 200 370 Gross Floor Area Per 1,000 Sq. Ft. GFA 444 000.00 Office $1,624 Retail 123,800 $580 <40,500> 71,804.00 Industrial $127 Column Totals I <23,548.00> Total Fee I <23,548.00> 492,256.00 Parks Impact Fee Calculations Land Use Per Residential Unit # of Units Credit Total Single family $1,426 Multi -family $1 398 370 Gross Floor Area Per 1,000 Sq. Ft. GFA 517 230.00 Office $837 Retail 123,800 $419 <40,580> 51,872.20 Industrial $262 Column Totals I <17,011.40> I Total Fee <17,011.40> 552,120.80 Grand Total 1,044,376.80 • Washington Place Fire Impact Fees Reduction Request Submitted to Chief Marshall Tomaso Tukwila Fire Dept. Prepared By Sunway Services, Inc. July 24, 2014 • • SUNWAY SERVICES, INC. Real Estate Advisory Services 6409 6'" Ave., #14, Tacoma, WA 98406. Tel: 253-460-6888 July 23, 2014 Battalion Chief Don Tomaso, Fire Marshall Mr. Al Metzler, Sr. Fire Prevention Inspector/Project Coordinator Tukwila Fire Dept. 444 Andover Park East Tukwila, WA 98188 RE: DISCUSSIONS TO SUPPORT REQUEST FOR REDUCTION IN FIRE MITIGATION FEES WASHINGTON PLACE Dear Chief Tomaso and Mr. Metzler, Our firm provides advisory services to the Owners of Washington Towers, LP which is applying to develop a mixed use project known as Washington Place at 223 Andover Park East, Tukwila, a 19 story Class A steel and concrete building consisting of a business class hotel and 370 unit apartments. Honorable Mayor and your city council members asked me to contact you to explore ideas as to how fire impact fees could be reduced legally to enable this pioneering and game changing development to take place in the Transit Oriented Development Zone. I enjoyed meeting with you to discuss the mutual interest of the developer and the City to build a safe and well constructed landmark building, as well as to explore how such high fire impact fees can be minimized to make it happen, as we are all aware that per City of Tukwila Ordinance No. 2365, you have the authority with a stroke of your pen to lessen the burden of fire impact fees for a needed development. You requested me as an experienced development advisor to research and give you some findings to support our request. We appreciate your confidence, and here are our findings and arguments to request you authorize a substantial reduction of your fire impact fees of $484,000 for Washington Place: • • 1) The Development was originally designed as a hotel with 282 apartment units of various unit mixes plus a hotel. Due to market conditions, our residential consultants advised Owners to split a number of 2 BR 2 BA units to turn them into 1 BR 1 BA and Studio units respectively, thereby resulting in 370 units. As shown In the attached two tables provided by Owner showing the before and after breakdowns of unit mix and sizes, you would observe that total building size remain almost exactly the same (actually a little smaller). In fact the next useable square footage in each resulting unit is certainly smaller due to the demising wall built between units. We submit that there may be less residents in the building as a result from such conversion to 1 BR 1 BA and Studio units as some tenants may try to squeeze more people into 2 BR 2 BA units than 1/1 and Studio would accommodate. All units and hallways will all have fire sprinklers and communication / alert devices as discussed. If a fire breaks out somewhere in the apartment complex, your fire fighters would come and fight fire regardless of how many units there are in said floor. We therefore fail to understand why your department needs to charge the development fire impact fees on a per unit basis. It makes it cost prohibitive for such development to take place. 2) In case of major fires, we understand that Tukwila and surrounding cities would send their crew and equipment to help each other. It therefore appears to us that thanks to such cooperation between agencies, you would not have to hire many extra men because of this one project alone. Thus such impact fees are more like gravies than bread and butter. 3) Some of the neighboring cities are competing for developers' interest in building in their communities. The cities of Federal Way and Des Moines are protected by South King Fire and Rescue, an agency protecting around 150,000 citizens in South King County. Deputy Fire Marshall Chris Ingham of SKF&R advised that it charges ZERO fire impact fees. That makes the Owner wonder why they are being penalized by such a high levy for helping the city to create its first high rise building in the Transit Oriented Development Zone targeted for residential growth. s • 4) The Owner plans to provide an easement for Valley Comm to build an antenna on said 19 story roof top to provide much better signals and communication capabilities for all parties concerned to thank you for your courtesy. While Hon. Mayor and City Council agreed to discuss and hopefully modify its schedule of various building and impact fees imposed on developments in the future, we worry that it would take forever to accomplish as we are interested in taking down the old building in September and break grounds. We respectfully apply to you to consider offering us a major reduction of your fire impact fees of $484,000 by a significant percentage to enable said development to take place. In view of zero fire impact fees imposed by Federal Way and Des Moines, we submit that a 50% discount would still provide you plenty of money to grow your Fire Department m the future. Moreover, the mere occurrence of ground breaking of this project would encourage many other projects to take place in Transit Oriented Development Zone, enabling your department to collect more impact fees in the future from our followers. Your kind acceptance of our memorandum and discussions herein for the support of a meaningful reduction of fire impact fees on Washington Place Project is deeply appreciated. We look forward to your prompt response to sending your consent of our fire impact fee reduction request to City Council. If you have any questions, feel free to call the undersigned at 206-321-0868. Best Regards, Matthew Chan, Pres. Advisor to Owners of Washington Place Encl. Washington Place Residence and Hotel Updated: 6/20/2014 Resldantial Tower - Hotel GOA Residential Fir Elev Building Area (less Elevs & Stairs) Shafts/ Cone _walls Common Area Units Area Studio 18R 28R 3 B Not Units Wing lea Shafts/ Com- Common Area Guest Rooms Guest Rooms SF 150 1/APT UNIT In Square Feet 150.00 SF SF std ext. wide std Urban Large Exl +Den Cmr +Den +Den B +Den C +Den Crnr 27280 2nd 86 SF SF Count 6.00 380 17366 3477 3777 4347 5657 575? 657 742 739 1165 912 1267 1235 1492 1550 1st floor level 29.50 8200 931 8200.00 Total 370 404.5 Stats 132 Total 89295 Total 543 1692 703 11692 21526 2nd floor level 41.50 11172 931 5620.00 5552 5 1 1 5 12 1090 703 11090 23896 3rd floor Level 52.50 12030 931 2106.00 9924 8 1 8 1 1 19 678 703 1312 7366 21 22342 4th floor level 61.66 11945 931 1925.00 10020 8 1 8 1 1 19 635 703 1312 7328 21 22214 5th floor level 70.82 11945 931 1925.00 10020 8 1 8 1 1 19 635 703 1312 7328 21 22214 6th floor level 79.98 11945 931 1925.00 10020 8 1 8 1 1 19 635 703 1312 7328 21 22214 7thfloorlevel 89.14 11945 931 1925.00 10020 8 1 8 1 1 19 635 703 1312 7328 21 22214 8th floor level 98.30 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 9th floor level 107.46 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 10th floor level 116.62 11945 931 1925.00 10020 8 1 .. 8 1 1 19 8635 703 1312 7328 21 22214 lith floor level 125.78 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 12th floor level 134.94 20820 1521 3098.00 17722 14 1 13 1 1 1 1 1 33 22341 13th floor level 144.10 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 ,22341 22341 14th floor level 153.26 20820 1521 309800 17722 9 1 8 1 1 1 1 6 28 15th floor level 162.42 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 l6th floor level 171.58 20820 1521 3098.00 17722 9 1' 8 e. 1 1 1 1 6 28 22341 17th floor level 180.74 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 18th floor level 189.90 20820 1521 3098.00 17722 1 1 1 6 2 2 1 14 22341 19th floor(Club&Roof) 199.06 8515 904 6515.00 ' "" 9419 Club Roof 208.22 136 17 1 130 6 7 1 6 15 40 6 2 2 1 370 189 Total 281217.00 21792 61527.00 219690 100540 7733 34590 65990 411282 Residential Parking Development Req. Stalls Hotel Garage Bu1WIn1Area Total Parking Shown Studio Unit .154 1/APT UNIT 154.00 .7/Hotel 132 Lower 17369 Lower 55 1 BR Unit 150 1/APT UNIT ' 150.00 1ST 27280 1st 91 2BR+Den 63 1.5/APT UNIT 94.5 2ND 27280 2nd 86 308 3 2/APT UNIT 6.00 380 17366 3rd 58 Surface 209 Valet 44 Total 370 404.5 Stats 132 Total 89295 Total 543 w&w 1 AREA AND ZONING SUMMARY U5' CURRENT HEIGHT UMIT Slab Elev 0'-0" 9'-2" 18'-4 27'-6" 36'-8" 45'-10" 55,-0" 64'-2" 73'-4" 82'-6" 91'-8" 110'-10" 120'-0" 129''2u 147'4° Floor Ground Floor Level 2nd Floor Level 3rd Floor Level 4th Floor Level 5th Floor Level 6th Floor Level 7th Floor Level 8th Floor Level 9th Floor Level 10th Floor level llth Floor Level ac 8 8 GRA (sf) Hotel 18,400 Residential 8,000 Total 26,400 Guest Rooms 1 BR 2 BR 3 BR Loft Toot Units Hotal/Res 10,900 6,000 16,900 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 10,500 14,300 24,800 21 14 4 12th level Lith Floor-tevet 14th Floor Level Floor (ANSI Floor Levi 15641.-: "l75' -D! i s ftsiootaf 17th Floor Le I i8 htfloor- Leve;;:..;'. Slab tlev 0'-0" 10,-0" 20'-0" Floor 1st Parking Levet 24,800 24,800 14 6 24,800 24,800 14 6 24,800 24,800 14 6 24,800 24,800 14 6 24,800 24,800 14 6 2nd Parkin: Level 3rd Parking Level 4th Parking Level Garage 40,622 40,622 40,622 40,662 24,800 22,500 Ramp 24,800 22.500 Total 2,875 3,575 3,575 196 66 13 7 20 Site Stalls Total Stalls 43,497 44.197 44,197 40,662 40 40 0 0 L 4 4^ t z ! r) Zoning Requirements Landscape Reqts Zoning Building (for non rated) Provided Parking Requirements „,1 Front 15'-0" 15'-0" 30'-0" 82'-0" Setback Requirements Rear 0 10'-0" 30'-0" 50'-0" Side 0 10'-0" 30'-0" 39'-0" Building Requirements Construction Type Maximum Height Hotel Apartments Zoning Building I -A I -A 115' Unlimited 39 39 39 39 39 39 39 39 39 20 20 20 20 20 13 Hotel Apartment 1/guest room + 1/20 guest rooms 2/2 Bedroom 2/3 bedroom 10% Reduction A.artment a.artment Total p of Parking Re•uiment • • Washington Place Fire Impact Fees Reduction Request Submitted to Chief shall Tomaso Tukwila Fire Dept. Prepared By Sunway Services, Inc. July 24, 2014 • s SUNWAY SERVICES, INC. Real Estate Advisory Services 6409 6T" Ave., #14, Tacoma, WA 98406. Tel: 253-460.6888 July 23, 2014 Battalion Chief Don Tomaso, Fire Marshall Mr. Al Metzler, Sr. Fire Prevention Inspector/Project Coordinator Tukwila Fire Dept. 444 Andover Park East Tukwila, WA 98188 RE: DISCUSSIONS TO SUPPORT REQUEST FOR REDUCTION IN FIRE MITIGATION FEES WASHINGTON PLACE Dear Chief Tomaso and Mr. Metzler, Our firm provides advisory services to the Owners of Washington Towers, LP which is applying to develop a mixed use project known as Washington Place at 223 Andover Park East, Tukwila, a 19 story Class A steel and concrete building consisting of a business class hotel and 370 unit apartments. Honorable Mayor and your city council members asked me to contact you to explore ideas as to how fire impact fees could be reduced legally to enable this pioneering and game changing development to take place in the Transit Oriented Development Zone. I enjoyed meeting with you to discuss the mutual interest of the developer and the City to build a safe and well constructed landmark building, as well as to explore how such high fire impact fees can be minimized to make it happen, as we are all aware that per City of Tukwila Ordinance No. 2365, you have the authority with a stroke of your pen to lessen the burden of fire impact fees for a needed development. You requested me as an experienced development advisor to research and give you some findings to support our request. We appreciate your confidence, and here are our findings and arguments to request you authorize a substantial reduction of your fire impact fees of $484,000 for Washington Place: 1 s 1) The Development was originally designed as a hotel with 282 apartment units of various unit mixes plus a hotel. Due to market conditions, our residential consultants advised Owners to split a number of 2 BR 2 BA units to turn them into 1 BR 1 BA and Studio units respectively, thereby resulting in 370 units. As shown in the attached two tables provided by Owner showing the before and after breakdowns of unit mix and sizes, you would observe that total building size remain almost exactly the same (actually a little smaller). In fact the next useable square footage in each resulting unit is certainly smaller due to the demising wall built between units. We submit that there may be less residents in the building as a result from such conversion to 1 BR 1 BA and Studio units as some tenants may try to squeeze more people into 2 BR 2 BA units than 1/1 and Studio would accommodate. All units and hallways will all have fire sprinklers and communication / alert devices as discussed. If a fire breaks out somewhere in the apartment complex, your fire fighters would come and fight fire regardless of how many units there are in said floor. We therefore fail to understand why your department needs to charge the development fire impact fees on a per unit basis. It makes it cost prohibitive for such development to take place. 2) In case of major fires, we understand that Tukwila and surrounding cities would send their crew and equipment to help each other. It therefore appears to us that thanks to such cooperation between agencies, you would not have to hire many extra men because of this one project alone. Thus such impact fees are more like gravies than bread and butter. 3) Some of the neighboring cities are competing for developers' interest in building in their communities. The cities of Federal Way and Des Moines are protected by South King Fire and Rescue, an agency protecting around 150,000 citizens in South King County. Deputy Fire Marshall Chris Ingham of SKF&R advised that it charges ZERO fire impact fees. That makes the Owner wonder why they are being penalized by such a high levy for helping the city to create its first high rise building in the Transit Oriented Development Zone targeted for residential growth. s • 4) The Owner plans to provide an easement for Valley Comm to build an antenna on said 19 story roof top to provide much better signals and communication capabilities for all parties concerned to thank you for your courtesy. While Hon. Mayor and City Council agreed to discuss and hopefully modify its schedule of various building and impact fees imposed on developments in the future, we worry that it would take forever to accomplish as we are interested in taking down the old building in September and break grounds. We respectfully apply to you to consider offering us a major reduction of your fire impact fees of $484,000 by a significant percentage to enable said development to take place. In view of zero fire impact fees imposed by Federal Way and Des Moines, we submit that a 50% discount would still provide you plenty of money to grow your Fire Department in the future. Moreover, the mere occurrence of ground breaking of this project would encourage many other projects to take place in Transit Oriented Development Zone, enabling your department to collect more impact fees in the future from our followers. Your kind acceptance of our memorandum and discussions herein for the support of a meaningful reduction of fire impact fees on Washington Place Project is deeply appreciated. We look forward to your prompt response to sending your consent of our fire impact fee reduction request to City Council. If you have any questions, feel free to call the undersigned at 206-321-0868. Best Regards, Matthew Chan, Pres. Advisor to Owners of Washington Place Encl. Washington Place Residence and Hotel Updated: 6/20/2014 Residential Tower Notal G&A Residential Fir EMev Building Area (less Elevs & Stairs) Shafts/ Cont welts Common Area Units Area - Studio - iBR 28R 3 BR it of Units molding Area Shafts/ Conc. Common Area Guest Rooms Guest Rooms SF 15011/APT UNIT in Square Feet 150.00 SF SF std ext. wider std Urban Large EA +Den Cmr +Den +Den B +Den C +Den Cmr 27280 2nd 86 SF SF Count 6.00 3RD 17366 347? 377? 434? 565? 575? 657 742 739 1165 912 1267 1235 1492 1550 • . 1st floor level 29.50 8200 931 8200.00 Total 370 4.5 40 Stalls 132 Total 295 octal 543 11692 703 11692 21526 2nd N` oor level 41.50 11172 931 5620.00 5552 5 1 1 5 12 11090 703 703 11090 1312 7366 21 23896 22342 3rd floor Level 52.50 12030 931 2106.00 9924 8 1 8 1 1 19 P8678 4th floor level 61.66 11945 931 1925.00 10020 8 1 8 1 1 _ 19 /5635 703 1312 7328 21 22214 5th floor level 70.82 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 6th floor level 79.98 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 7th floor level 89.14 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 X21 22214 8th floor level 98.30 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 22214 9th floor level 107.46 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 10th floor level 116.62 11945 931 1925.00 10020 8 1 8 1 1 19 635 703 1312 7328 21 22214 llth floor level 125.78 11945 931 1925.00 10020 8 1 8 1 1 19 8635 703 1312 7328 21 22214 12th floor level 134.94 20820 1521 3098.00 17722 14 1 13 1 1 1 1 1 33 22341 13th floor level 144.10 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 14th floor level 153.26 20820 1521 309800 17722 9 1 8 1 1 1 1 6 28 22341 15th floor level 162.42 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 16th floor level 171.58 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 17th floor level 180.74 20820 1521 3098.00 17722 9 1 8 1 1 1 1 6 28 22341 18th floor level 189.90 20820 1521 3098.00 17722 1 1 1 6 2 2 1 14 22341 19th floor(Ciub&Roof) 199.06 8515 904 8515.00 9419 Club Roof 208.22 136 17 1 130 6 7 1 6 1S 40 6 2 2 1 370 189 Total 281217.00 21792 61527.00 219690 100640 7733 34590 65990 411282 Residential Psrldng Development Req. Stalls Hotel Garage BuNdkqtArea Total Parking Shown Studio Unit 154 1/APT UNIT 154.00 .7/Hotel 132 Lower 17369 lower 55 1 BR Unit 15011/APT UNIT 150.00 1ST 27280 lst 91 2 BR + Den 63 1.5/APT UNIT 94.5 2ND 27280 2nd 86 3BR 3-2/APT UNIT 6.00 3RD 17366 3rd 58 Surface 209 . Valet 44 Total 370 4.5 40 Stalls 132 Total 295 octal 543 NEU AREA AND ZONING SUMMARY Slab Elev Floor GBA (sf)__ Total Units Hotel Residential Total Guest Rooms 1 BR 2 BR 3 BR Loft W' 115' CURRENT HEIGHT LIMIT 0'-0" Ground r' ,or level TYPICAL FLOOR 18,400 8,000 26,400 9'-2" 18'-4 2nd Floor level 10,900 6,000 16,900 39 3rd Floor Level 10,500 14,300 24,800 21 14 4 27'-6" 4th Floc, Level 10,500 14,300 24,800 21 14 4 39 36"-8" 5th Floor ' eve! 10,500 14,300 24,800 21 14 4 39 45'-10'" 6th Floor Level 10,500 14,300 24,800 21 14 4 39 55'-0" 7th Floor level 10,500 14,300 24,800 21 14 4 39 64'-2" 8th Floc r level 10,500 14,300 24,800 21 14 4 39 73'-4" 9th Hocr " eve) 10,500 14,300 24,800 21 14 4 39 82'-6" 10th Floor 1 evel 10,500 14,300 24,800 21 14 4 39 91'-8" llth Fluor Level 10,500 14,300 24,800 21 14 4 39 110'-10" 12th Floor Level 24,800 24,800 14 6 20 180' PROPOSED HEIGHT 120'-0" 3th Floor Level 24,800 24,800 14 6 20 129'-2" 14th Floor Level 24,800 24,800 14 6 20 138'-4" 15th Flcar Level 24,800 24,800 14 6 20 147'-6" 16th Floor Level 24,800 24,800 14 6 20 156'-8" 17th Flcor level 24,800 24,800 13 13 165'-10" 18th Floor Level 22,500 22,500 7 7 175'-0" Roof Level Sub -Tot.' 1 196 66 20 T123,800 314,000 437,800 189 • " 282 471 41, Slab Elev Floor Garage Ramp Total Site Stalls Total Stalls 0'-0" lst Parking Level 40,622 2,875 43,497 40 40 10' 0" 2nd Parting Level 40,b22 3,575 44,197 0 20' 0" 3rd Parking Level 40,622 3,575 44,197 0 30' 0" 4th Parking Level 40,662 40,662. 0 oar--- 1323rii Mel _ . _ . _mfr . . 2,SS 4aw40 moi' D\c' Zoning Requirements Setback Requirements Building Requirements Construction Type I -A I -A Maximum Height 115' Unlimited Front Rear Side Landscap" Reqts Zoning Building (for non rated) Provided 15'-0" 15'-0" 30'-0" 82'-0" 0 10'-0" 30'-0" 50'0" 0 10'-0" 30'-0" 39'-0" Hotel Apartments Zoning Building Hotel Apartment Total # of Parkin? Requirements -. 1/guest room + 1/20 guest rooms 2/2 Bedroom A'rtmcnt .. ., 2/3 bedroom . a•artment AX E 10% Reduction Parking moment (37) �� 3 , ., ...» �A ,:W.W ......,.„ 0 City of Tukwila Allan Ekberg, Mayor Mayor's Office - David Cline, City Administrator January 24, 2018 Omar and Christine Lee 18230 East Valley Highway, Suite 195 Kent, WA 98032 FPLE Re: Washington Place/Hotel Interurban at 223 Andover Park East Dear Omar and Christine, I am responding to your letter to Mayor Ekberg on January 19, 2018 regarding your concerns about Washington Place/Hotel Interurban. The Tukwila Fire Department has a great tradition of being responsive to the community and our businesses. The City and the Fire Marshall's Office specifically are very aware of the plan for a grand opening of Washington Place/Hotel Interurban in late March 2018. Be assured that our Fire Marshal's office has several options to get the required inspections completed in a timely manner to accommodate the grand opening. I do request that we get as much advanced notice as possible when requesting the inspections required at this property. Given our current workload, we are scheduling inspections approximately one week out. Our goal is to ensure that the "Certificate of Occupancy" is granted within the time table you desire. As in the past, please keep us informed if that time table adjusts. Making sure our personnel stay current with their training is an important part of providing excellent service to the community. While two of the five members of the Fire Marshal's office will be attending a class in mid-March, we have made arrangements for two other qualified fire department members to cover those positions in their absence. They have the expertise required to conduct these types of inspections, thus our Fire Marshal Office will be fully staffed throughout March. We are proud to have a project like Washington Place/Hotel Interurban in the great community of Tukwila, one of many projects in need of inspection services. Our community is growing at a fast pace and we are glad to be a partner in the exciting expansion taking place in Tukwila. look forward to meeting with you in the coming week and working together to successfully complete the Washington Place/Hotel Interurban project. Regards, Jay Wittwer Fire Chief cc: Allan Ekberg, Mayor Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 0 Norita Deckard From: Don Tomaso Sent: Wednesday, May 23, 2018 5:13 PM To: Fire Captains; Fire Fighters All; Fire BC Cc: _Fire Shift Commanders; Paul Fray; Roger Anderson; Blaylock, Jerry; 'Valley Com Supervisors'; Scott (scottco@valleycom.org); Norita Deckard Subject: New Buildings Being Occupied Importance: High FYI, The following projects have been given occupancy and will now have tenants/guests living/staying at these locations. Washington Place IE: Hotel Interurban — 223 Andover Park East and Hotel Interurban 3.5 ***** 6 Google reviews 1Website Directions Recently opened Address: 223 Andover Park E, Tukwila, WA 98188 Phone: (206) 278-7800 Airmark Apartments — 229 Andover Park East 1 Airmark Apartments Apartment building in Tukwila, Washington Website Directions Address: 229 Andover Park E, Tukwila, WA 98188 ' Phone: (425) 773-4133 Tukwila Village Building "D" — 14400 Tukwila International Blvd. The apartment lobby entrance is located off S. 144th at the Bravo/Charlie Corner. BIC Corner Resit:lend& tebby entry: 14400 Tukwila international Boulevard s 1 4 4 T H s T R E E T TUKWILA INTERNATIONAL BLVD 2 0 O Norita Deckard From: Andy Nevens Sent: Friday, June 15, 2018 8:52 AM To: Fire Department All Subject: Interurban Hotel (WA Place Tower) water flow problems Hey Everyone, I wanted to follow up with you regarding recent alarm problems at the Interurban Hotel. There were a couple sprinkler water flow activations that caused confusion with issues of silencing / resetting the panel. We were able to figure out what happened and are working with the building engineer, fire alarm and sprinkler technicians to fix the issues — hopefully by the end of today. Here is a quick rundown of what happened: During the 15t response, water flowed from a broken head in the dry system that supplies the breezeway. The 2nd response was from water moving past a faulty pressure reducing valve on the same dry system. Both alarms activated a SWFA and caused fire pump #1 and fire pump #2 to turn on (pump #2 was not supposed to turn on) . Crews were able to stop the water at the dry riser, however the alarm would not silence or reset because of the operating fire pumps — which continued to move water past the main water flow sensor and reactivated the alarm. The only way to stop the alarm was to shut down the fire pumps. We also discovered a programming issue with the horn/strobes in the parking garage that would not allow us to silence the alarm until the water flow stopped. 1 Going forward... Here is what should happen during the next SWFA: 1. If active fire condition;, follow high rise procedures and leave pumps alone. 2. If caused by o-oken pipe, locate source of water flow and shut the appropriate valve. I.e. broken sprinkler head on floor 9, shut sectional valve in center stairwe l floor 9 and open that drain. 3. You can silerce the alarm at the FAP in Fire Command Room anytime. Note: the garage horn/strobe programming issue will be resolved by 6/15/18. 4. With any water flow activation, the fire pump wall activate. In order to reset the FAP you need to stop the WF alarm. This can only be done by shutting off the fire pumps. 5. Depending on the problem, only the main fire pump #1 should be active. There is a specific sequence to shutting off and turning on the fire pumps and we should only turn off the pump to reset the FAP after a WF evert. Note: if the fire pump has been shut off the sprinkler system above floor 7 is out of service. A fire watch must be implemented until the system is restored by a sprinkler technician. 6. Once the pump has begin turned off and the WF has stopped, the FAP should allow for a reset. The on / off switch for the fire pumps are located in the pump room. The switches have labels indicating the specific seque lce for turning them on or off. Please follow those instructions. 2 • • Norita Deckard From: Andy Nevens Sent: Friday, June 15, 2018 8:52 AM To: Fire Department All Subject: Interurban Hotel (WA Place Tower) water flow problems Hey Everyone, I wanted to follow up with you regarding recent alarm problems at the Interurban Hotel. There were a couple sprinkler water flow activations that caused confusion with issues of silencing / resetting the panel. We were able to figure out what happened and are working with the building engineer, fire alarm and sprinkler technicians to fix the issues — hopefully by the end of today. Here is a quick rundown of what happened: During the 1st response, water flowed from a broken head in the dry system that supplies the breezeway. The 2"d response was from water moving past a faulty pressure reducing valve on the same dry system. Both alarms activated a SWFA and caused fire pump #1 and fire pump #2 to turn on (pump #2 was not supposed to turn on) . Crews were able to stop the water at the dry riser, however the alarm would not silence or reset because of the operating fire pumps — which continued to move water past the main water flow sensor and reactivated the alarm. The only way to stop the alarm was to shut down the fire pumps. We also discovered a programming issue with the horn/strobes in the parking garage that would not allow us to silence the alarm until the water flow stopped. 1 On / Off switch for Fire Pump#1 On / Off switch for Fire Pump#2 If you have any questions, please contact me anytime on my cell at 206-396-0765 or Capt. Lucero at 206-396- 0621. We'd be happy to go over it with you. Thanks, Andy Nevens Captain, Deputy Fire Marshal Tukwila Fire Marsha's Office 206-971-8722 Direct 206-575-4407 Office 206-575-4439 Fax 3 The City of Opportunity, the Communlfy of Choice. 4 • Al Metzler From: Kevin Jensen <kevin@reliancefire.com> Sent: Wednesday, March 14, 2018 3:59 PM To: Al Metzler; Andy Nevens Cc: Mark Warnke; Josh Rankin Subject: WA Tower: PRV As -Built Results Attachments: WA Place Tower Hyd Calcs As Built.pdf; FP -13 Stairs 1-3 As Built.pdf Al and Andy, I've attached the updated PRV charts to reflect the results from the PRV testing at the WA Tower project. I've also included the revised hydraulic calculations using the actual PRV results as opposed to the design numbers. (The original hydraulic calcs were performed using the design PSI at the outlet of the PRV which is the same place the pressures were taken during testing.) Basically, using the actual PSI at the PRV floor controls outlet I can easily adjust the pressure result for each hydraulic calculation as the demand to the system didn't change, just the available pressure. As you can see in some cases the available pressure dropped slightly, but still well above minimum safety pressure required, and in most cases it increased above the design numbers. Also, after reviewing the floor control PRV results taken last week I retested 3 of the PRVs on floors 17, 18 and 19 and used those results in the as-builts attached. The results taken on these floors during the initial tests must have been flawed based on how the PRVs should have behaved. The new results match the expected pressures using the product data charts, so I'm assuming a valve was not completely opened during the witnessed tests. If you would like to reschedule a test for these 3 PRVs so you can witness the results please let me know and I will call to schedule. I will call you tomorrow to explain the attached As-Builts as well to further clarify. If you prefer I come to your office with a hard copy please let me know and I will call to schedule an appointment. Thank you, KEVIN JENSEN ENGINEERING MANAGER 206 -682.6636 -OFFICE 206-462-0672-CEu. 206.682.674 -FAx KEVIN@RELIANCEFIRE.COM 1 111 Hydraulic Overview Remote' arei f Job Number: 09015 Report Description: Job . Job Number 09015 Design Engineer KEVINJENSEN Job Name: WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cerbfcabon license Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 Aµ/ City of Tukwila Address 3 Job Site/Budding System Density 0.150gpm/ft2 Area of Apphcamn 1950.00ft2 (Actual 2034.00ft2) Most Demanding Sprinkler Data 5.6 K -Factor 14.82 at 7.000 I -bee Streams 250.00 Coverage Per Spnnlder 92.56ft2 Number 01 Sprinklers Calculated 24 System Pressure Derrell 63.956 System Fbw Demand 460.78 Total Demand 710.78 @ 63.956 Pressure Result +55.551 +4 -(4 gyp Supplies: .• Check Point Gauges. -` Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 142 Water Supply PRV 300.00 250.00 111.000 110.500 OUTLET 120 (120 PRV Test) - (111 PRV Design) = 9psi Gain to Pressure Result, Typical Calculation for each Remote Area for Tower FP -01 1st floor RA1 _ WaterSup`ply' at Node 142<"(300.00,'0` 00 .1 14990;4:V409 el air eerle��iwg MMIMIiTON �n rsn Mt� VSIIMMMM WASIhiIN 3LTA'FE CERTIFICATE OF COMPETENCYa FIRE PAO':ECTION SPRINKLE* SYSTEMS Kevin P. Jensen 4355-0608-C Level 3tatic i Reliance Fire Protection, Inc i R IAFP1021.1 1II II IIRU iiiiu•���� Pressure 111.000 1.11 a__ 1u +e.00 @ 110.900 MI= ressure, psi A V (O > Lth o ttlllllllliiltl llt1�U171Hi1J IIIIURMEI I 460.78 •..4. q 63.95 63.95. IN�� 6 -- IIIII 11.4. IS , S tel, 1 , Ilr�o�w�wrrreaNeNwssw�e _ stsl 1 710.78 II, 1 FA with System hose demand streams curve �.- -- jr41,,. 0300 400 500 600 Water 700 flow, 800 gpm 900 1000 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:07:44PM Page 1 l:sli Hydraulic Overview Remote Area 2 Job Number: 09015 Report Description: Ordinary Group Job Job Number 09015 KEVIN JENSEN Job 4Jrne WASHINGTON TOWER 206-682-6636 FM 20-682-6744 Address 1 223 ANDOVER PARK E RELIAFP102L1 TUKWILA, WA 98188 ,,vu City of Tukwila Job Sae/Building System Density 0.150gpm/ft2 Area 01 bpplicolion 970.00ft2 (Actual 1103.6382) 5.6 K -Factor 19.50 at 12.125 250.00 130.0082 12 System Pressure Demand 72.006 System Flow Demand 248.65 498.65 @ 72.006 +38138 tar.r.frii)) '' . "- Supplies Check Point Gauges Node Name Flow(am) Hose Flow(qpm) Static(psi) Residual(psil Identifier Pressure(psi). K-Factor(K) Flow(um) 226 Water Supply PRV 300.00 250.00 —tt t-000- I t0.300 - OUTLET 1 FP -01 1st floor p Water Supply at Node 226 (300.00, 0.00, 11 .000, 110.900) mu impormaissemotoshoommis 150 V I WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY I I FIRE PROTECTION SPRINKLER SYSTEIRM $ Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection* Inc RAFP1021.1 I I I 1 1 i I 135 120 ''''alk tatic Pressure 11.000 ,„ -.1„----300.000110.900 Pressure, psi Z 8 6,1' 8 Z.A 8 E _248 65 @ 72 006 11 X 15 SiesilliaWsi Daft ‘itl...____1 .498.65 with hose streams 1 imumigiuommimmomenimignammominessomear______ 1 System demand curve III111111 111/11L11 111111111 1111Y1.111 111111111 V 4°°300 400 500 600 700 800 900 1000 Water flow, gpm L. © M.E.P.CAD, Inc. 411 AutoSPRINKOD VR11 v11.0.39.0 10/30/2015 2:17:38PM Page 1 Hydraulic Overview Remote Area 2 Job Number: 09015 Report Description: Ordinary Group I Job Job Number 09015 Design Engineer KEVIN JENSEN .,Job Name: WASHINGTON TOWER Phone 206-682-6636 =Ax 20-682-6744 Address 1 223 ANDOVER PARK E State Cerbfcabon/Ucense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 ANI City of Tukwila Address 3 Job Site/Building System Density 0.150gpm/ft2 Area of Apphcabon 970.00ft2 (Actual 1103.63ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Bose Streams 250.00 Coverage Per Sprinkler 130.00ft2 Number Of Sprinklers Calculated 12 System Pressure Demand 72.006 System Flow Demand 248.65 Total Demand 498.65 @ 72.006 Pressure Result 4.38-738-0.5,8%) +47.738 SuppliesP: ..:. ,•,.: ..Check nt.G g Poi ,au es , -,:... .. .. . Node Name Flow(qpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 226 Water Supply PRV 300.00 250.00 1 9 1.000 110.000 OUTLET 120 FP -01 1st floorRA2 Water Supply at Node '226 (300:00, 0.0d:111.000, 110:90d) ::- '.'..,,ry' a WASHINGTON STATE mom vat w a II CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Kevin € . Jensen 4355-0608-C I.evel 3 Reliance Fire Protection, Inc R I `O2LI aII,.■■.--- 1 I 150 135 120 iiiii tatic Pressure 111.000 ��� -__ Intra n+.00 @ 110.900 11 1 I 248 65 @ 72 006 498.65 with hose 011111111� streams 1 Rienat Oso IIIsUMs:sOIN.r.w.,,■r,rMII d ; 1111,1111sssemmeassematie Pi _,..-. I,,,,,,i„L,,,,,n,L,„ ,,,,J,,,,,„,, 11 I C' ystem ill 11111111.1111.11011111111111.111 400 demand 500 curve III 600 Water 700 :flow, -.- 800 gpm 900 1000 M.E.P.CAD, Inc. S AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:17:38PM Page 1 Hydraulic Overview Remote Area 3 Job Number: 09015 Report Description: Ordinary Groua I Job ,Job Number 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cerbficabon/License Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AFU City of Tukwila Address 3 Job Site/Boibirg System ;.k Density 0.150gpm/ft2 Area of Appbcabon 935.00ft2 (Actual 995.52ft2) Most Demanding Sprinkler Data 5.6 K -Factor 18.00 at 10.332 Ibse Streams 250.00 Coverage Per Spookier 120.00ft2 Number Of Spnnbers Calculated 11 System Pressure Demand 67.697 System Flow Demand 224.76 Total Demand 474.76 @ 67.697 Pressure Result +-r,1'Ogg (3g- t) +52.069 Supplies- • Check Point Gauges Node Name Flow(gpm) Hose Flow(qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 327 Water Supply PRV 300.00 250.00 OUTLET 120 F.P-01 1st fioorRA3, .. Water, Supply.PRV OUTLET at Node 327(300.00, 0.00,111.000,110..900) rm. mmmmmmmmrwAoworrwmmem sr monsous7 C STATE150 WASHINGTON CERTIFICATE CER'iIFlCATE OF COK1'ETEIiCY FIRE PROTECTION SPRINKLER $Y$UM$ Kevin P. Jensen _ 4355-0608-C Level 3 i Reliance Fire Protection, IncI�ia00.00 4 PIO2LI 1 ` i i 135 120 II■■■����� I■■■����� tatic Pressure 111.000 -__ Pressure, psi o al `b' Ao o`f `$ con -.-' Ilti11111IIIlIIJI1t II111111111I11111IHhIItlI1t111Il IInlli11111111111I1111 @ 110.900 111 II 11111 IIII u.a"ts I £1 R$trles Date IDINIH=Nwrr��wd 1 !I 224.76 67.697 474.76 with hose streams 1111 1 11 lriIUuIIuJIIHhIIIIIJIIlIIIlIlllIIUIUIIUIUIUIUUI ystem demand II 300`00 500 curve 600 Water 700 flow, .-- 11111 800 gpm 900 1000 law, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 1:35:54PM Page 1 Hydraulic Overview Remote =Area .4 Job Number: 09015 Report Description: Residential Job .. ._ Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State CerbecaboNLcense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AI -U City of Tukwila Address 3 Job Site/Bolding System: Den®ty 0.100gpm/ft2 Area of Apphcebon 4 Heads Most Demanding Sprinkler Data 4.2 K -Factor 21.00 at 25.000 Nose Streams 100.00 Coaerege Per SpriNder 210.00ft2 Number Of Sprinklers Calculated 4 System Pressure Demand 92.072 System Flow Demand 100.16 Total Demand 200.16 @ 92.072 Pressure Result +1678-8-1-0-575,10-- +26.881 Suppl(es Check Point Gauges,.,, Node Name Flow(qpm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psit K-Factor(K) Flow(apm) Water Supply PRV 417 300.00 100.00 OUTLET 119 FP -06 2nd floor. -. _ . -.. Water PRV OUfiLET; at Node 417300.O0, ;0.00;:109:000;.108:900)' ` -_ �cn r II 1 WAS#11NGTo$ STATE PP NOM 1 CERTIFICATE OF COMPETENCY II FIRE PROTECTION SPRINKLER SYSTEMS = Kevin P. Jensen �y4355-0608-C -aa`vel 3 Reliance Fire Prot, Inc P I,IO2L i � Pressure, psi cn 8 A 8 'al 80 (Wn < 11 1111 11 3 111 111 11111 11 111 111 1111 11 11 11 11 1 1111 1111 1! 1111111I111 11 3 1111 3 1 1111 1 11 1111 11 11 11 116111110 II II iiii.■■-�- tatic Pressure 109.000 Mill- �-- 'ice � x,00 108.90 1100.16 200.16 @ @ 92.072 with hose streams MI11 IIIIIIIII at ,�,r t 1 Riipialiont three 111 MEI I System II demand 111 curve ■-IIIII- 11111.11 I MINI IIIIIIIIIIMMIIIMIIIIIMII w T00 UO 32c)()_ 400 500 600 700 800 900 1000 Water flow, gpm L© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:06:25PM Page 1 (Hydraulic Overview. Remote. Area 5 R Job Number: 09015 Job z. •. Job Number 09015 Desgn Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 'Ax 20-682-6744 Address 1 223 ANDOVER PARK E State CerbficaboMicense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AIU City of Tukwila Address 3 Job Site/Budding Systein47 :.,.. _ Density 0.150gpm/ft' Area of Application. 970.00ft2 (Actual 1015.31ft2) Most Demanding Sprinkler Data 5.6 K -Factor 14.82 at 7.000 Hose Streams 250.00 Coeerege Per Sprinkler 95.33ft2 Number Of Sprinklers Calculated 22 System Pressure Demand 77.790 System Flow Demand 358.64 Total Durand 608.64 @ 77.790 Pressure Result +397811 +40.840 Supplies Check Point,Gauges - - Node Name Flow(gpm) Hose Flow(qpm) Static(psi2 Residual(psil Identifier Pressure(psi) K-Factor(K1 Flow(gom) 417 Water Supply PRV 300.00 250.00 OUTLET 119 FP-06;2nd floor , .r : _;` ;`.-. Water:Supply,PRY/ OUTLET at Node^411,4300.00, 0.00, 109.004,108:900)„•, 150 o WASHINGTON STATE •Os�w CERTIFICATE COMPETENCY EMPORIA* PIROTECTION l MPO RE* SYMMS Bevin P. Jensen 1 4355-8-C Level 3 Reliance�} 1 Reliance File Protection. Inc 1 R IAFP1O2L1 1135 1 II��■ 11111 120 iii• Mil tatic Pressure 109.000 09.00 Pressure, psi cn 8f'il a Z,1 8 uS II1111111l�1 t1111111�itIl Flltl�11l I11111�1111IIIII�111JI11❑Ilfll tfllF�@ '� +�.su 111 @ III 358.64 -- @ 77.790 —TT 11.4-15ll 1 �� l'L�al:3 Ilimmemompuesmomewomomegoo•mwour 1 II fl 608..64 with hose streams owannommumusesid I'S II stem demand curve MEI immiI/1 '.1,. 111111111111111111111111111.1111 MI� v POOf2300 400 500 600 700 800 900 1000 Water flow, gpm (A, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:26PM Page 1 1E Hydraulic Overview RemoteArea6 Job Number: 09015 Report Description: Ordinary Group I Job Job Number 09015 Devgn Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Plane 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cerbficabor Ucense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AHI City of Tukwila Address 3 Job Ste/Bukbng System ,,..- ,,., - .. _ _ _ _. . s - - , . • _ . . • .Area Deneb 0.150gpm/ft' 01 Appl¢aban 970.00ft2 (Actual 998.64ft2) host Demanding Spnnkkr Dafa 5.6 K -Factor 15.45 at 7.612 Hose Streams 250.00 Caueage Per SpriNder 103.00ft2 Number Of Sprinklers Calculated 12 System Pressure Demand 79.245 System Flow Demand 218.25 Total Demand 468.25 @ 79.245 Pressure Result 0-29.527 (27.1%) +39.527 Supplies x Check Point Gauges -x = aa:= Node Name Flow(gpm) Hose Flow(opm) Static(psil Residual(psil Identifier Pressure(psi) K-Factor(Kl Flow(gpm) 417 Water Supply PRV 300.00 250.00 ...10SAIG9-14387908- OUTLET 119 FP -06 2nd floor - - Water SupplyPRV''OUTLET,at Node X417 000:00, 0.,00;;109.000 .108 900),, I I 1 iReliance WASHINGTON STATE��swrsswSIM CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Kevin P. Jensen 4355-0608•C Level 3 Fire Protection, Inc 1 R Ii/ {" 10211 1 ; ,' ,gn Pressure, psi o cn 8 A o V, 8 coil 8 8iii c -4.. I l lllllitllltlllillll[III{IIIIhIIIIIIIIIIilllllllhllllllldIllllfllllllllllllllltlllllllhlllltllll II,.■■■--- III������� tatic Pressure 109.000 --� a t 00 108.9 � r—h. IIS 11.4 15 12,18.25 @ .245 E Sivestregt�1�� Dote ������ I�■ 46825 with hose streams amommouninsposami sumemeamiamismail -- 1 ystem demand curve lUlUUHhIIIUUIIIlUh1IIlIUBUIIII..I....UI.. 400 500 600 700 Water flow, 800 gpm 900 1000 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:04:01PM Page 1 Hydraulic Overview Remote Area Job Number: 09015 Report Description: Residential e;q • ;. Job gs . Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Plane 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State CerhfcaboNDcense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AHI City of Tukwila Address 3 Job Site/Boding System: Density 0.1009pm/ft2 Area of Apphcabon 4 Heads Most Demanding Sprinkler Data 4.2 K -Factor 24.30 at 33.474 Fbse Streams 100.00 Coverage Per Sprinkler 242.67ft2 Number Of Sprinklers Calculated 4 SyOem Pressure Demand 78.536 System Flow Demand 87.47 Total Demand 187.47 @ 78.536„2,8422,42643/± Pressure Result +34.422 Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(gpm) 713 Water Supply PRV 300.00 100.00 OUTLET 111 FP -07 3rd floor • Water S pp y ,RVOUTLET at,Node.7a3.30p;00 :00U .107.Q0; „106:900)3 ,:- T Acn II,.■■■--- IIIIIU Static 111 87.47 Pressure .Op @ 78.536 @ 107.000 106.900 ■--- --- IIIIIIIII1 F amwioswll E WASHINGTON STATE CERTIFICATE OtEF COMPETENCY i i'RO�`E SPRINKLER iYSTEYi Kevin E. Jensen 4355-08-C Level 3 �� Protection, i'"(V t 1 1Reliance.-- 12.4,13 I ii�t ftR ' Dat. ressur n D C (ununil 1187.47 with hose streams -- wll ' 6ssaswsrrsssssMsssssiMr.sssugolasa MI ystem demand curve Ell- 1 iiPSUIIIIuuIyuuIulIIuIlIuiuuu....II..uiu.uI•uuu Ell poz 300 400 500 600 700 800 900 1000 Water flow, gpm ![� © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:58:21PM Page 1 Hydraulic Overview Remote Area 8 Job Number: 09015 Report Description: Residential Job ... ,., •. Job %mbar 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E State Cerhficahon/Lcense Number RELIAFP102L1 Address 2 TUKWILA WA, 98188 AHI CITY OF TUKWILA Address 3 Job SiteJBuNing S s Ytem - h: Density 0.100gpm/ft2 Area of Apphcahon 4 Heads Most Demanding Sprinkler Data 4.2 K -Factor 24.30 at 33.474 Hose Streams 100.00 Coverage Per Sprinkler 242.6782 Number Of Sprinklers Calculated 4 System Pressure Demand 78.536 System Flow Demand 87.47 Total Demand 187.47 @ 78.536 Pressure Result +� 7.422 X21.422 1,40,G) ( Supplies ..r _ Chec n g Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Res idual(psil Identifier Pressure(psi) K-Factor(K) Flow(opm) 813 Water Supply PRV 300.00 100.00 OUTLET 96 FP-08°`'4th floor, . a,;" , ; y;M ' ._ r' :, - ' Water Supply.PRV OUTLET:at_Node 813 (300:00;'0:00,:100.000, 99900) as _s__ri_m waggle sstwurseuts ,• � cwt waa� E WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 Kevin P. Jensen Z 4355-0608-C Levttel3 ' i Reliance Fire Protection. Inc l " " VG Pressure, psi -4..' II Y1111111J11111111111111111ltI1111111UI1t11tt111'111 f tll llilllltt lil�kl 11 111 ll�l it l lli tl�llll 11 11 11 II iiiii, II 111IIIMIMI� 111 • IIIII �-- Static Pressure 100.000 �■ B h 1.00 @ 99.900 87.47 @ 78.536 .- 10.4.3g - * I Sispeallorit Yater 187.47 with hose streams 1 ystem demand curve ■.-11 MIMI- 111 IN 111111111111.11111111111111111 4300 440 500 600 Water 700 flow, 1111- 800 gpm 900 1000 ks, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/201.5 2:53:34PM Page 1 Hydraulic Overview Remote, Area 9 Job Number: 09015 Report Description: Residential Job -`: Job Number 09015 KEVIN JENSEN Job Name' WASHINGTON TOWER Phone - 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E State Cerhfication/License Number RELIAFP102L1 Address 2 TUKWILA WA, 98188 Alil CITY OF TUKWILA Address 3 Job Site/Building System_.. Density 0.100gpm/ft2 Area of Apptcabon 4 Heads Most Demanding Sprinkler Data 4.2 K -Factor 15.38 at 13.415 Hose Streams 100.00 Coverage Per Sprinkler 153.83ft2 Number Of Sprinklers Calculated 4 System Pressure Demand 71.196 System Pow Demand 71.82 Total Demand 171.82 @ 71.196 Pressure Result +3+7.7.6.9.1.3.8...95/0.- +29.769 Supplies -° ... ...... ...... . ... ,.. .....-, �, ,Check Gauges, Poinf - :, Node - Name Flow(qpm) Hose Flow(gpm) Static(psi) Residual(psil Identifier Pressure(psil K-Factor(K) Flow(gpm) 916 300.00 100.00 103.090----1-82,88G— Water Supply PRV OUTLET 100 FP -09 12th floor Water Supply PRV OUTLET at Node 916 (300.00, 0.00,.;103.000,-102.900) ' • WASHINGTON c a est .�....1 CERTIFICATE CFC®fRl�'>ETEtlGY II FIRE !"ROi'»CTiOM SPRINKLER iYiYEl/ii 1 Kevin P. Jensen 1 4355 -0608 -Ci eve! 3 021,terStatic 1 Reli !! tFire Protection, Inc nc 1 , ;� II�III II,.■■ Pressure 103.000 EMI. MISS M_�_�_ - me 71.82@71.19• x.00 r., 102.900 -__ 1111 n•. • u111111 II ressur 3 171.82 with hose streams l iiplilwMtf► `� Sato I 1 I System 11 I. demand III IIIIIIIIIIIIIIIIIIIIIIIIIIIII curve ■�-- 1111611111. moll. .R02000300 400 500 600 700 800 900 1000 Water clow, gpm 11 © M.E.P.CAD, Inc. AutoSPRINK8 VR11 v11.0.39.0 10/30/2015 2:48:15PM Page 1 Hydraulic Overview- emote Area 10 Job Number: 09015 r\epurl uescnpuon: r<esioenuai Job Job Number 090 5 KEVIN JENSEN Job Name WASHINGTON TOWER Plone 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E State CerbricaboNL,cenre Number RELIAFP102L1 Address 2 TUKWILA WA, 98188 AR) CITY OF TUKWILA Address 3 Job Site/Bogie-1g System .- _ .. .. Densis 0.100gpm/ft2 Area of Applcahon,..- 4 Heads Most Demanding Sprinkler Data 4.2 K -Factor 15.38 at 13.415 lose Streams 100.00 Coverage Per Sprinkler 153.83ft2 Number 01 Sprinklers Cabul ted 4 System Pressure Der 0 71.196 System Fbw Demand 71.82 Total Demand 171.82 @ 71.196 Preswe Result 137.760 +28.769 (34.7°x,) hes Supp,.' _, : .:., .. ; „ " :': _: Checkpoint Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psit Residual(psil Identifier Pressure(psi2 K-Factor(K) FIow(qpm) 567 Water Supply PRV 300.00 100.00 89-009--I-6a —1439488--4687900-- g o— OUTLET OUTLET 100 FP-10,;17th"flooC: a =- <: ' ;; m WaterSupply_PRV OUTLET -at, -Node -567_ (300.00; 0.00,109.000, 108.900) __ • WASHINGTON STATE 1Sf1 CERTIFICATE OF COMPETENCY ; FIRE PROTECTION SPRINKLER SYSTEMS Pressure, psi 1t111111I1�l tll till ll@N1111 FI �ll@IIIl11�1111I11i d�ll@dlllll�ll 11 lllkl�tllll111@'1B❑61111�11II IF 171 Kevin Ps Jensen 4355-0608-C Level = 3 Regi Protection, FireInc1 Static Pressure 1 :Reliance 8.900 R IAFPIO2L1 11-4.0 II iI .11 I .1 �II 71.82 @ 71.196 `ss11Mw=MwINDwN mimosa, +Nasmill 171.82 with hose streams . System demand curve P'lr11111gUIILlllllllll 111111111111111111 111111 1' 1 1 111 1 1 1 1 1 1 1 I 111 1 1 1 1 1 11 1 1 1 1 1 00 400 500 600 700 800 900 1000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:40:31PM Page 1 Hydraulic Overview remote Area 11 Job Number: 09015 Report Descri • Job .. - - - ..' •. - .. . 1 Job Nrmber GGG+++ 09015 Devgn Engineer KEVIN JENSEN Job Fhme WASHINGTON TOWER Phone 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E State Certification/License Number RELIAFP102L1 Address 2 TUKWILA WA, 98188 ARI CITY OF TUKWILA Address 3 Job Ste/Building System Density 0.100gpm/ft2 Area or Appbcabon 4 Heads Most Demandng Sprinkler Data 4.2 K -Factor 15.00 at 12.755 Fee Streams 100.00 Coverage Per Sprinkler 150.00ft2 Namber Of Sprinklers Calculated 4 System Pressure Demand 75.828 System Flow Demand 76.43 Total Demand 176.43 @ 75.828 Pressure Result -.,.3.28,49,44_ +22.134 Supplies : " Check Poirit°Gau es `' Node Name Flow(oom) Hose Flow(apm) Static(osi) Residual(psit Identifier Pressure(psi) K-FactorN Flow(gpm) 667 Water Supply PRV 300.00 100.00 OUTLET 98 FP -11 18th -floor Water Supply PRV'OUTLETat-Node 667 (300.00, O'00;C106.000; (05.900)' smoo mom WssrWWMasamurameit+saaara+aawil pet CERTIFICATIE OF COMPETENCY f FIRE PROTECTION SPRINKLER SYSTEMS 1 Kevin P. Jensen ! 14355-t608•C Level 3 1 1 Reliance Fire Protection* Inc I Pressure, psi 1,,,,,,,,,1111111111 1111i11111'11111111111111111111i111111111111111Iiil t1111111111111111111111111111 II iiii• tatic 1.++.00 Pressure @ 106.000 105.900 1111�� 76.43 @ 75.828 11.4-s ! 176.43 with hose streams -- 1 Imiossmormmentormommiamierairsommuinimmommisasail ! ystem 111 demand curve ■-�- II IN t v TU- -300 400 500 600 700 800 900 1000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:13:46PM Page 1 E11 Hydraulic Overview Remote Area 12 Job Number: 09015 • Job Job Number 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Prone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cerbecabo0Lcense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 Alit City of Tukwila Address 3 Job Site/Bu lding System Density 0.150gpm/ft2 Area of Appficabon 900.00ft2 (Actual 1062.64ft2) Most Demanding Spnnkkr Data 5.6 K -Factor 19.50 at 12.125 Hose Streams 250.00 Cousrage Per Sprinlder 130.00ft2 Number Of Sprinlders Calculated 10 System Pressure Demand 59.079 System Flow Demand 220.65 Total Demand 470.65 @ 59.079 Pressure Result +43.691 (42.5°!x) +35.691 Supplies . , Check Point Gauges Node Name Flow(gpm) Hose Flow(apm) Static(psi) Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(gpm) 762 Water Supply PRV 300.00 250.00 103.000 102.009— OUTLET 95 FP -12 19th floor lounge levelo,;, _ :.: ;' ;° „ ;_ Water Supply PRV OUTLET at Node 762.000.00, 0A10,,-103:009,-102.900),-,,, rss nwww WASTING ON STATE IRwwwrsr�tl I CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER *1t TESTS Kevin P. Jensen1 Reliance re Protection, Inc R I p CR I O2LI I I Icn II IIUIR•IIIIIIIIIII� tatic IIIII Pressure 103.000 IIIIMI MI-- - Pressure, psi EA 8 & o cJn 8 E Luuu!J,uiumliimmJnIuiiuluuwuliuuuulumin, �le liI.__- II 220.65:1 I111 I ystem '"julim________thiiTUU K .00@ 111 59.079- 470.65 demand 102.900 IIIIIIIIIIIIIIIIIIIII curve with hose -111111_ streams --- - ;�1 61`6"' SieNattent Oat. I INAMPliaismmemesumpummommoommonmasommearmaaatasail v TW 300 400500 600 700800 900 1000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:17:16PM Page 1 tru.ctural ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA 98660 OM: ANKEOMDSTRUCTURALCOM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. Revision: A Date: 10/12/2015 Engineer BK Abkres2_6ff iU 1 1 ---* R. moci c,ltc_A-Lut-TxtzvAs fi-e_g_ 7-4 ID -r-}ft-s ma -r._ * stAmy ge-Ptie--T&ki 4-c ft ro.,Qc_i ,„) 0 F iecTetAMey tAl E...1-"oriff,litoarlsaverez.", -ni-c ceit_i_ot,4,J/ cA4Ltui1-7--aA),s _./4_ PacNysivz ro pOTFAzonalnYE 116E: Mebc-inAi in \-Vioci•u„0 171-G 1'isse_c4 Vii9---1 col -i.) Pt1 S5--crles 0o/ -e_ ggwf2z5-0 :1-_-13sEe'r wi-f-4-ci+ 11-m- siA) geti-e-74 t.),-,L.L_ Be ,ucitter,,D To. , 40000 -ffsocLamyr-i-Topa of- /..1-c SRa-sre-).T.c) -pcose_cr- ftbu_ess /1_,000Ele Ri-fx TuthAuti-4 tru.ctu ra.I ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA 98660 EMAIL MIKEOMDSTRUCTURALCOM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. V Revision: n Date: 10/12/2015 Engineer: BK 1 I � ES$t -ac -4r'Pr Ss - Q 13S Z/ - 1, 0 © ay Cps Sy eM eS ►t 1I1€ 1, k g �3� = o3(Sps Te vie) 03,c(Wf) tru.ctu ra.1 ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA 98660 EMAIL: MIKE0MOSTRUCTURALCOM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. Revision: n Date: 10/12/2015 Engineer. BK j Mf A) $uta Q - y 000 ► 1 $g0F22so CoNL, , D G1.`n) E 8.1 1 1e3C41- 4'-. _ S"tup Cnn f e bpe Q *do 742‘2; C(9rJGla _ i, t . • ! • 1WO SCPAVa L. C!7/V()S %SONS: Wim- 3C. n1V6sT ri-7-3 D7 I) Conx./LL 1 Q&9r1-ouT f S 51eC4eirit 2 �c a:44T GjNDy ,^) I) L- 4D uosa - � tit,cK 1"? j� i+4��T Dnp i3`1 L 14,1 (pl:}ij `1711( 1-fv °I!�c't,,,r- L - Lop -t7 i %v T/E /We 40a--, o , GrEfr-I� --Mrs pot; r00T °ewe C �. �-'rTo J I) geoluse.. TN -g. �y2. {oec 7S �n15J p+� corc. 'o»-' jT Ti4 coN)Dxrjoi•)5 USE- • A.,.) ig1J,it-oorottS 3/g << 1fi19-i>e U Bac,-r o"Oebvi g" Co'iG S1 (wit -4e T6 %T L�L.uI: tat e - 114-r5 A n1rt7y 55.5 Con.1S ✓ STiucJ- /624-0 1t1 -E t3 c g ►07Ve ia5igT j5 11e )p_Os5 - Tl+E. eittgP of EF /` goCT u.-3 S/g ALP�55 wIL VE -14-1 i 14v 2;11T cr4e.as THE Sem-, e = 2/zr f 1,21)... i•21 NAY x dl 1.2.1 /iM,.x (.'z4/_i!i)I.21 1.21 (I.?3) = 20 f -ycuT eixiLi11444 i'= 2,.0 HM tru.ctura.I ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA 98660 EMAIL: MIKEOMDSTRUCTURALCOM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. V Revision: A Date: 10/12/2015 Engineer BK CO n_11;23---TIs3)n.) Co 1,) , 1 1 1 1 ! I i _, , OS* (E.44(edicia,ri-g-r) 1 ‘ i ! i :•-• , I , ! - • /J/es, goo° 0? ‘.1- - CaA-c-14.gb CJ(-, AlLot-o/giE /-J771- Lov1-0 2-1-9•2 (4-97) 114f- 3/i( 57,4 )9.fook_e- pfts 5E4 V-L.T:7714 47. roteD s E.1--sona-c Lortyt> DE &)7511 rrus. Co75-'kstifif. Sra.- sir) eso,\J 1)142-rovOit 194-1,0-1- -sj•DsP&er10^-) 7.114f .15"E 'ggi.A..le g.gpof- 22.56 • mchtot j 4/11#41--4alf 4,1•-1 p TNime4,1c-a-0,-) 117, nuctogt, no °A. DK, SIMPsoi Anchor Designer TM Software Version 2.3.5555.4 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Cast -in-place Material: F1554 Grade 105 Diameter (inch): 0.375 Effective Embedment depth, hei (inch): 2.000 Anchor category: - Anchor ductility: Yes No (inch): 3.13 Cmin (inch): 2.25 Smin (inch): 2.25 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: U = 1.2D + 1.0E + 1.0L + 0.2S Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear. D.3.3.5.3 (c) is satisfied Do factor: 2.5 Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes <Figure 1> 5 Company: Date: 10/12/2015 Engineer: Page: 1/5 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 7.00 State: Cracked Compressive strength, fc (psi): 4000 Wcv: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 2.00 x 2.00 x 0.25 z 1688 Ib —r`-- ry (f 4e_Tve_/ ) / ( 0 R -Ib" 0 ft -Ib e Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Y 0 SIMPSI <Figure 2> Anchor DesignerT"' Software Version 2.3.5555.4 Company: Date: 10/12/2015 Engineer: _ Page: 2/5 Project: Address: Phone: E-mail: 18.00 18:00 Recommended Anchor Anchor Name: Heavy Hex Bolt - 3/810 Heavy Hex Bolt, F1554 Gr. 105 0 0 ai 0 0 m Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.stronglie.com SiMPSON Anchor Designerm' --1'4 Software �rW.f7:6' .±2a-,€ Version 2.3.5555.4 a Company: Date: 10/12/2015 Engineer: Page: 3/5 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Nub (Ib) Vuac (lb) Shear load y, Vuay (Ib) Shear load combined, J(Vuax)2+(Vuay)2 (Ib) 1 1688.0 1688.0 0.0 1688.0 Sum 1688.0 1688.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 1688 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.1) Nsn (Ib) 0 ON.b (Ib) 9690 0.75 7268 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.2) Nb = kr2e4fcher1•s (Eq. D-6) kc A. fc (psi) ha (in) Ne (Ib) <Figure 3> 1688.0 Y x 24.0 1.00 4000 2.000 4293 0.750Nm = 0.750 (ANc/ANto)iPed.NPc.NY'cp.NNb (Sec. D.4.1 & Eq. D-3) AN (in2) ANto (in2 yad,N y'c.N Pcp,N Nb (Ib) 0 0.75¢Nw (Ib) 36.00 36.00 1.000 1.00 1.000 4293 0.70 2254 6. Pullout Strength of Anchor in Tension (Sec. D.5.31 0.75gN)u = 0.75q'Pc.PNp = 0.750y' e8Amyfc (Sec. D.4.1, Eq. D-13 & D-14) '7c.P Ab,y (in2) fc (psi) O 0.75 6Np,, (Ib) 1.0 0.30 4000 0.70 5023 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked tor plausibility_ 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.stronglie.com SIMPSON` IfTS a Anchor Designer' Software Version 2.3.5555.4 8, Steel Strength of Anchor in Shear (Sec. D.6.11 Vse (Ib) 4e,o4 Og,an¢Vsa (Ib) Company: Date: 10/12/2015 Engineer: Page: 4/5 Project: Address: Phone: E-mail: 5815 1.0 0.65 3780 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vex = minj7(/e/da)D2-41.A.4fcca11-5; 9Aoifcca1' 5I (Eq. D-33 & Eq. D-34) la (in) da (in) A. fc (psi) car (in) Vb. (Ib) 2.00 0.38 1.00 4000 12.00 15751 011 Cb, _¢ (AVc/AVca)Y'ed,VY'cvY'h,VVbx (Sec. D.4.1 & Eq. D-30) AvC (in2) Ave. (in2) V"We, Yc,v Ye,v Vex (Ib) {hVcbx (Ib) 252.00 648.00 1.000 1.000 1.604 15751 0.70 6876 Shear parallel to edge in x -direction: Vey = min17(1e/ da)021.1da2a4fcca1' 5; 9:t4fcca1'•5I (Eq. D-33 & Eq. D-34) ie (in) da (in) ,ta fc (psi) ca, (in) Vby (Ib) 2.00 0.38 1.00 4000 12.00 15751 0VCb. _0 (2)(AvC/Aute)y'ed.vY'c,vgxh.VVby (Sec. D.4.1 & Eq. D-30) Ave (in2) Ave. (in2) V'ed.v Y,.v Y'h.v Vey (Ib) 252.00 648.00 1.000 1.000 1.604 15751 10. Concrete Prvout Strength of Anchor in Shear (Sec. D.6.3) OAP = OkcpNce = 0kcp(ANe/ ANro) Y eaN Y'c,N 9 cp,NNb (Eq. 0-40) kc), -- -ANC (in2) - --AN (in2) 'Pea.N Y'e,N 2.0 36.00 36.00 1.000 1.000 0 0.70 (Va. (Ib) 13752 Y'ep.N Nb (Ib) -4i - - --OVe. (Ib) 1.000 4293 0.70 6011 11. Results Interaction of Tensile and Shear Forces (Sec. 0.7) Tension Factored Load, N. (Ib) Design Strength, eNe (Ib) Ratio Status Steel 1688 7268 0.23 Pass Concrete breakout 1688 2254 0.75 Pass (Governs) Pullout 1688 5023 0.34 Pass Shear Factored Load, V„a (Ib) Design Strength, EV„ (Ib) Ratio Status Steel 1688 3780 0.45 Pass (Governs) T Concrete breakout x+ 1688 6876 0.25 Pass II Concrete breakout y- 1688 13752 0.12 Pass Pryout 1688 6011 0.28 Pass Interaction check Nva/,OiN, V,,d014 Combined Ratio Permissible Status Sec. D.7.3 0.75 0.45 119.5 % 1.2 Pass 3/8"0 Heavy Hex Bolt, F1554 Gr. 105 with hef = 2.000 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.stronglie.com SIMPSON Anchor Designer Software rld 'sl Version 2.3.5555.4 Company: Date: 10/12/2015 Engineer: Page: 5/5 Project: _ Address: Phone: E-mail: 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked tor agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Posilas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtfe.com tructura.1 ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA. 98660 EMAIL: MIKE@MDSTRUCTURALCOM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. Revision: A Date: 10/12/2015 Engineer: BK _,T0,-3 L- P e-yoc-cr, I 1 1 I I Ii 1 i t i 1 1.- , , 1 9'000 - , LovE_ /46:1 -2- r?- /1 ‘-PPTD COr"`& b0(4)7L- [01._ 4 0,2S 5/0 , gEtekr)b STIAL) 4-/Q C hiC) L-3 a-- -714- s ed- to7s-11 ils-b*. T. 5 Ssplp 4A)c vi2; P eit P---2 cr-d70,-) 74iL s_rmo-) 131.AE gil4Gre7e twit--ek:ri-ou--- FrEau,16-9-E 4-tww 1,2 (17_020 4t-G1oitii-E aoa 11-9-C SaA.2.21- Lc) 11--D /is 0 9 >c 675 V7z4 (4-c-0) C C SIMPSON Anchor Designer TM 17 : _.. t Software LSO. +: Version 2.3.5555.7 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Cast -in-place Material: F1554 Grade 105 Diameter (inch): 0.375 Effective Embedment depth, her (inch): 2.000 Anchor category: - Anchor ductility: Yes hero (inch): 3.13 Cndn (inch): 2.25 Smhn (inch): 2.25 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: U = 1.2D + 1.0E + 1.0L + 0.2S Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear: D.3.3.5.3 (c) is satisfied Do factor: 2.5 Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: <Figure 1> << Company: Date: 10/12/2015 Engineer: Page: 1/5 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 7.00 State: Cracked Compressive strength, fc (psi): 4000 Wc,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 2.00 x 2.00 x 0.25 375 Ib E( ILToe-E 6) (!3S-0) 2rS K @7-5) c( Oft -Ib 0 Ib /Y 0 ft -Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 0 SIMPSON <Figure 2> Anchor Designer TM Software ,a1F/sj Version 2.3.5555.7 12 Company: Date: 10/12/2015 Engineer: Page: 2/5 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Heavy Hex Bolt - 3/8" 0J Heavy Hex Bolt, F1554 Gr. 105 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.slrongtie.com IMPSON Anchor DesignerTA° Software ( Version 2.3.5555.7 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) 1% Company: Date: 10/12/2015 Engineer: Page: 3/5 Project: Address: Phone: E-mail: Shear load x, V. (Ib) Shear load y, Vuap (Ib) Shear load combined, 4(V...)2(V, )2 (Ib) 1 3375.0 1688.0 0.0 1688.0 Sum 3375.0 1688.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 3375 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N, (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v, (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vr (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.1) Nse (Ib) ON. (Ib) 9690 0.75 7268 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.21 Ne = kc. a Jfcher''5 (Eq. D-6) kc Ae fc (psi) he (in) Nn (Ib) <Figure 3> 1688.0 x Y 24.0 1.00 4000 2.000 4293 0.750Nco = 0.75 (ANc/ANco)r7ed.NycN..cp.NN0 (Sec. D.4.1 & Eq_ D-3) Aft (in') AN. (in2 ¶I'ed,N r¥c.N 9'cp,N No (Ib) tb 0.75tbNcb (Ib) 36.00 36.00 1.000 1.00 1.000 4293 0.70 2254 6. Pullout Strength of Anchor in Tension {Sec. 115.31 0.750Npa = 0.7505"c,pNp = 0.7509c.p8Aa5fc (Sec. 0.4.1, Eq. D-13 & D-14) r%c.p Aerg (in2) fc (psi) (b 0.750Np. (Ib) 1.0 0.30 4000 0.70 5023 Input data and results must be checked for agreement with the existing circumstances. the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www.strongtie.com SIMPSON' Anchor DesignerTT" Software -4;,1„--- Version 2.3.5555.7 8. Steel Strength of Anchor in Shear (Sec. D.6.11 V. (Ib) grout Ogmut0Vsa (Ib) 19 Company: Date: 10/12/2015 Engineer: Page: 4/5 Project: Address: Phone: E-mail: 5815 1.0 0.65 3780 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Ve. = min!7(/e/ da)o'2Jda taJfccat''5; 92aJfcCei151 (Eq. D-33 & Eq. D-34) le (in) da (in) .1 fc (psi) ca, (in) Vex (Ib) 2.00 0.38 1.00 4000 12.00 15751 (Web. (Avc/Avco)YedvY4,vPhytios (Sec. D.4.1 & Eq. D-30) Avc (int) Avon (int) SPed.v 9'c,v Y'h,v Vi, (Ib) 0 0V7e.; 252.00 648.00 1.000 1.000 1.604 15751 0.70 6876 Shear parallel to edge in x -direction: Vey = min17(le/d0)o24daZaJfocat1'5; 92a1/fccat'•5I (Eq. D-33 & Eq. D-34) I. (in) da (in) 2a rc (psi)cat (in) Vby (Ib) 2.00 0.38 1.00 4000 12.00 15751 ¢V w. =0 (2)(Avc/Avco)Yed.v t'c.vV'h,vVby (Sec. D.4.1 & Eq. D-30) Avc (in2) Avco (int) Y',iv Y'c.v Y'h.v Vey (Ib) 0 0113/;;2(1b) 252.00 648.00 1.000 1.000 1.604 15751 0.70 10. Concrete Pryout Strength of Anchor in Shear (Sec. 0.6.31 ( Vcp = IbkcpNcb = /bkcp(ANc/ANco)Y'ed.NYc,NY'cp,NNb (Eq. D-40) kcp ANc (inZ) ANco (In2) Yed.N - Y'c.N P .N Nb (Ib) 0 " IbVcp (Ib) 2.0 36.00 36.00 1.000 1.000 1.000 4293 0.70 6011 11. Results Interaction of Tensile and Shear Forces (Sec. D.71 Tension Factored Load, N. (Ib) Design Strength, 0N. (Ib) Ratio Status Steel 3375 7268 Concrete breakout 3375 2254 Pullout 3375 5023 0.46 1.50 Shear Factored Load, V. (Ib) Design Strength, 0V, (lb) atior -'=, Steel 1688 3780 ( 0.45 T Concrete breakout x+ 1688 6876 11 Concrete breakout y- 1688 13752 Pryout 1688 6011 Interaction check Nua/7tNn Vua/r0 x:25 0.12 0.28 Pass Fail (Governs) Pass Status Pass (Governs) Pass Pass Pass Combined Ratio Permissible / Status Sec. 0.7.3 1.50 0.45 194.4 % 1.2 ( / Fail FAIL! Selected anchor type and embedment do not meet the selected design criteria. c>rvwj Po K- 3es.A-V...0c.A C6,1/ D -L !7%eiJ 2. . Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked tor plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com C 0 0 SIMPSON Anchor Designer Software Version 2.3.5555.7 IS Company: Date: 10/12/2015 Engineer: Page: 5/5 Project: Address: Phone: E-mail: 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked tor plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www_strongtie.com CC %� t rgi ucnteuern g .113 W 7THSTREET SUITE 205, VANCOUVER, WA 98660 �!/ 1Din r I Email: mdstructural@gmail.com Phone: 360.A33.9093 APPENDIX 0 SEISMIC BRACE ATTACHMENTS ICHMENT FITTING: MODEL: 077 RATING: 870 Ibs 0 ON BRACE ANGLE 13 REWIRED PER DATA SNEETI 'E ATTACHMENT) FITTING: MODEL: _ tATING: 1300 lbs I ON BRACE ANGLE 15 RE001530 PER DATA SWEET) o to a W -- - - a1. - -- L. k 0 Ej& ( 2° } © « 4 ) al E m / ] , § ; § 0 « «I § n� w k E. w 0< O 0 \\ I- OW Ca § j rk 111 0 /§ 2 § m /3 B W z Ce W.-1 U. i- § - 2 S -� 3 • Illp 7 LU 2 & a - NKLER SYSTEM LOAD CALCULATION [Fpg. Sx WP] TOTAL FORCE (lb) 03 m ■ Q o E CO n 01 )11 BRACE ANGLE 151 ATTACHM \TING: 620 I' k BRACE ANGLE IS ATTACHM \TING: 860U « ¥ u_ N w r �� .4 0 ]z kI 2J Q . 2 « SPRINKLER SYSTEM LOAD CALCI • WEIGHT PER FT .-� :ISMIC E S' a ) / a MODIFIED FOR FITTINGS Fpw x 1.15 us0re} WEIGHT PER FT, 27 o TOTAL FORCE 1 MODIFIED FOR FITTINGS Fp,y x 1.15 LENGTH OF BRACE: T-0 (MAX. LENGTH) DIAMETER OF BRACE: 1" TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45- 59' LEAST RADIUS OF GYRATION: 0.42 UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 lbs. « u_ § co o P 0` LENGTH (FT) N x LO0 BRACE INFORMATION LENGTH OF BRACE: T-0 (MAX. LENGTH) DIAMETER OF BRACE: 1" TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45. 55 LEAST RADIUS OF GYRATION: 0.42 UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 lbs. FASTENER INFORMATION OREINTATION OF CONNECTING SURFACE: FASTENER TYPE: BLUE BANGER DIAMETER: 112" LENGTH (IN CONC.): MAXIMUM HORIZONTAL LOAD: 475 LB(ASD) LENGTH (FT) A 4 0 . SPRI /§ § )` 0 • SEISMIC BRACE ATTACHMENTS ' I ICHMENT FITTING: MODEL: 077 RATING: 870 Ibs 0 ON BRACE ANGLE 13 REWIRED PER DATA SNEETI 'E ATTACHMENT) FITTING: MODEL: _ tATING: 1300 lbs I ON BRACE ANGLE 15 RE001530 PER DATA SWEET) o to a W -- - - a1. - -- L. k 0 Ej& ( 2° } © « 4 ) al E m / ] , § ; § 0 « «I § n� 5 x 0 n TOTAL FORCE (Ib) & 143,0 / m ■ Q o E �Q o —2 ^ ® \ } J§§ Q . 2 « SPRINKLER SYSTEM LOAD CALCI • WEIGHT PER FT .-� a ) / a MODIFIED FOR FITTINGS Fpw x 1.15 e { 2 TOTAL (FT) 27 o BRACE INFORMATION LENGTH OF BRACE: T-0 (MAX. LENGTH) DIAMETER OF BRACE: 1" TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45- 59' LEAST RADIUS OF GYRATION: 0.42 UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 lbs. FASTENER INFORMATION OREINTATION OF CONNECTING SURFACE: FASTENER TYPE: BLUE BANGER DIAMETER: 1/2' LENGTH (IN CONC.): MAXIMUM HORIZONTAL LOAD: 475 LB(ASD) LENGTH (FT) N x LO0 O0 CO 0� co A 4 0 . A� tru.ctu ra. ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA. 98660 EMAIL: MIKE@MOSTRUCTURAL.COM Project Name: WPH BLUEBANGER ANCHORAGE Job No: 1327 Sheet No. Revision: Date: 10/12/2015 Engineer: BK Conk./ sAce f pox p 4 rr SK - 0 1 Alo; . M6 -x. N-cIe_T_v ± alt, 1...0/11 S EIS MSC geACE pq-Nc rfoe. Sc4(E : /ME 5891 .Mullen Road SE • Lacey, WA 98503 (360) 493-1830 Fax: (360) 923-1841 Email: hcaulfield@capitolpump.coin Contractor: Reliance Fire Protection Issaquah, WA 4AEF10 — 750 GPM @ 125 P51— 75 HP 2-4 Itemize lists of Components 5 Peerless 4AEF 10 Fire Pump Curve 6-8 Typical Pump Specification 9-10 Pump Technical Information 11-12 Pump Construction 13-14 Dimensional Data 15 Pump Rotation 16 Fire Pump Accessories 17 Jockey Pump Accessories 18 Air Release and Casing Relief Valve Data 19 Fire Pump Fittings 20 Marathon Electric Motor Data 21-36 Eaton FT90 Fire Pump Controller Data 37-39 Grundfos CR 3-15 Jockey Pump Data 40-45 Eaton XTJP Jockey Pump Controller Data Submitted by Capitol Pump Resources CPR • Care • Pride • Response • Pumps • Valves • Controls • Sales • Service • Rental • Repair • Testing C C C Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 1 Customer : Reliance Fire Protection Contact : Phone : Date : Mike Irish 206-682-6636 Fax : 206-682-6744 Monday, September 21, 2015 Item: 2 Model : Peerless - 4AEF10 Flow (US gpm) Head (psi) Eff. (%) Power (hp) Speed (RPM) 750 125 72.3 75.7 3550 Liquid Temp. (°F) Sp. Gravity Visc. (cSt) Dia. (inch) Water 68 1.000 1.007 8.91 Summary Quotation: Item No Description Weight (Ib) Qty 1 4AEF10 - Bronze Fitted, Pkd UL -FM Listed 330 1 2 DI Casing Assembly 1251b/2501b ANSI Flanges 0 1 3 Hardware & Gasket for 1251b/2501b ANSI Flanged Casing 0 1 4 Bronze Impeller with Integral Rings 0 1 5 Bronze Casing Rings 0 2 6 Standard Grease Lube Bearings 0 1 7 RH Steel Shaft Single Row Outboard Bearing 0 1 8 Single Row Outboard/Inboard Brgs with Std Lip Seals 0 1 9 Bronze Shaft Sleeves (set of 2) 0 1 10 High Pressure Pkg Suction Pressure > 100 Psi 0 1 11 UL -FM Lantern Ring with Seal Piping Std or High Pressure Pkg 0 1 12 UL Listed/FM Approved Fire Pump Nameplate US 0 1 13 US H 1 Std NW Perf Test Included in Pump Price 0 1 14 US HI Non -Witness Hydrostatic Test Included in Pump Price 0 1 15 ROTEX 42, Flexible Coupling, KTR UL Listed 5 1 16 Fabricated Steel Non -Drip Rim Base, Mounting Parts, Factory 190 1 17 Std Fab St! , ANSI B15.1 Shell Type Cplg Gard, Factory 5 1 18 75Hp 3600R 364TS 230/460V 3Ph 60Hz FULLVOLT ENERGY EFF, UL List Horz Ft Mtd Mtr ODP F1, 676 1 1.15 SF, Marathon 19 FP Cont FT90 460V 75Hp 100,000AIC, Soft Start with Transfer Switch, Eaton -Cutler Hammer 405 1 20 NEMA Type 2 Enclosure Standard All Controllers 0 1 21 0-600psi(0-42.3 kg/cm2)Press transducer fresh water 0 1 22 Built -In Relief Valve Discharge Alarm - Actuating Device (Switch, Float, Etc) Not Incld 0 1 23 Built-in Low Pressure Alarm 0 1 24 Sequential start -per controller 0 1 25 LCD display of last 2048 alarms / messages - all controllers 0 1 26 Pressure digital display 0 1 27 Weekly test timer - programmable in all LMR controllers 0 1 28 Interlock Circuit - requires dry contact input 0 1 Quote valid for 30 days Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. c C C Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 2 Customer : Reliance Fire Protection Contact : Mike Irish Phone : 206-682-6636 Fax : 206-682-6744 Date : Monday, September 21, 2015 29 Voltmeter -three phase digital display 0 1 30 Ammeter -three phase digital display 0 1 31 Extra Contacts remote indication Transfer Switch Position -FT controllers 0 1 32 Start and Stop Pressure digital displays 0 1 33 Elapsed Time Meter 0 1 34 Number of Operations counter 0 1 35 Visible indication of Power ON (LED) 0 1 36 Visible indication of Pump Running (LED) 0 1 37 Visible indication of Run Period Timer timing (LED) 0 1 38 Visibile indication of Sequential Start Timer timing (LED) 0 1 39 Visible indication of Local Start Demand (LED) 0 1 40 Visible indication of Remote Start Demand (LED) 0 1 41 Visible indication of Deluge Valve Start Demand (LED) 0 1 42 Visible indication of Interlock Circuit (LED) 0 1 43 Visible indication of Low Pressure Start / Alarm (LED) 0 1 44 Visible indication of Phase Reversal (LED) 0 1 45 Visible indication of Phase Failure (LED) 0 1 46 Visible indication of Fail -To -Start (LED) 0 1 47 Visible indication of Undervoltage (LED) 0 1 48 Visible indication of Overvoltage (LED) 0 1 49 Visible indication of Relief Valve Discharge (LED), requires dry contact input 0 1 50 Visible indication of Locked Rotor Trip (LED) 0 1 51 Visible indication of Low Suction Pressure (LED), requires dry contact input 0 1 52 Visible indication of Emergency Start (LED) 0 1 53 Common Alarm Relay - 2 sets Form -C contacts 0 1 54 Ability to download all messages / alarms to a computer - software required, consult C -H 0 1 55 Programmable alarm relay, choose (1): Pump Run, Low Suct. Shtdn, Low Pres.,Fail-To- 0 1 Start,lnterlock On, Over/Undervoltage,Motor O/L,Input=Output 56 Print to file all events from memory to USB port onto a flash drive or view/download events to 0 1 personal computer via ethernet cable. 57-15-300Psi Suct 0-600Psi Disc, Suc&DisGagew/oGageProtLiqFilled, Factory 6 1 58 8 x 250 Lb ANSI Flg CI, Hose Valve Head, Factory 95 1 59 1/2 400 psi Max, Hose Valve Head Drain Valve, Factory 2 1 60 2.5NPT Natl Std, Angle Hose Valves w/Caps&Chns, Factory 42 3 63 1/2 In, 300 Psi Max UL, FM, Automatic Air Release Valve, Factory Choice 9 1 Quote valid for 30 days Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. C C C �EERLEDS� PUM Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 3 Customer : Reliance Fire Protection Contact : Mike Irish Phone: 206-682-6636 Fax : 206-682-6744 Date : Monday, September 21, 2015 64 3/4 Inch 241 psiG - 277 psiG, Casing Relief Valve, Kunkle 4 1 65 CR 3-15 3Hp 182TCFr 3Ph 208-230/460V, Jockey Pump w/TEFC Motor, Grundfos 110 1 66 Cast Iron Base w/ 1-1/4 inch 250 Lb ANSI Suction/Discharge Flange 0 0 67 1-1/4 inch 250 Lb CI ANSI Comp Flange Kit w/Hrdw & Gaskets 5 1 68 PJPC 3.0HP 460V/3Ph/60Hz, Jockey Contrlr v Cutler Hammer 25 1 69 NEMA Type 1 Enclosure 0 0 70 Combination Disconnect Switch/Overload Relay 0 0 71 Motor Contactor 0 0 72 H -O -A Selector Switch 0 0 73 Power ON light 0 0 74 Control Circuit Transformer 0 0 75 Pressure Switch, SPDT, 15-290 PSIg Range, 15-120 PSIg Differential, Fresh Water Applications 0 0 76 Minimum Run Timer 0 0 77 Vertical turbine as called out below (hc) 0 1 The above is an itemized list of components supplied by Capitol Pump Resources all other items are to be supplied by others Quote valid for 30 days Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. c Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 4 Customer : Reliance Fire Protection Contact : Phone : Date : Mike Irish 206-682-6636 Fax :206-682-6744 Monday, September 21, 2015 Type: AEF - Horizontal Split Case Single Stage Fire Pump Model: Peerless - 4AEF10 Nom. Speed: 3550 RPM, 60 Hz Electric Impeller Dia.: 8.91 inch Curve No.: 3136010 Market : FM/ULIULC Listed Fire Pump Item : 2 Impeller No.: 2693319 Fluid: Water Temperature: 68 °F Viscosity: 1.007 cSt Sp. Gravity: 1.000 Your Ref. : Flow (US gpm) 0.0 181.0 362.1 543.1 724.1 905.2 1086.2 1267.3 1448.3 Head (Psi) 137.5 135.6 133.9 132.0 126.3 115.1 99.9 80.8 49.0 Efficiency (%) 0.0 30.1 48.9 62.6 71.5 75.3 74.9 69.9 49.3 Power Required NPSH Required (hp) (ft) Rated Flow Rated Head Imp. Dia. Rated Power Required Rated Efficiency 750 US gpm 125 psi 8.91 inch 75.7 hp 72.3 % -NFPA Limits: 140% Head at shutoff 65% Head at 150% flow Flow at 150% Head at 150% Power Req. at 150% 175 psi 81.3 psi 1125 US gpm 96.2 psi 85 hp Efficiency at 150% 74.3 % Peak Power 85.6 hp Closed Valve Head 137.5 psi Approval/Listing FM/UL -Comments Perf.curve represents typical perf. NPSH data is not applicable per 38.5 47.6 57.9 66.9 74.7 80.8 84.6 85.5 83.9 Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. D1-10.00 inch, D2-9.00 inch, D3-8.00 inch, D4-7.62 inch :90 -80 150 70 -60 0 a a \ -50 -0 100 co . c .0 _ -40 w 30 50 -20 D4 -10 Power - hp cn o 0 0 . . . . . 500 1,000 1,500 . 2,000 Flow - US gpm Flow (US gpm) 0.0 181.0 362.1 543.1 724.1 905.2 1086.2 1267.3 1448.3 Head (Psi) 137.5 135.6 133.9 132.0 126.3 115.1 99.9 80.8 49.0 Efficiency (%) 0.0 30.1 48.9 62.6 71.5 75.3 74.9 69.9 49.3 Power Required NPSH Required (hp) (ft) Rated Flow Rated Head Imp. Dia. Rated Power Required Rated Efficiency 750 US gpm 125 psi 8.91 inch 75.7 hp 72.3 % -NFPA Limits: 140% Head at shutoff 65% Head at 150% flow Flow at 150% Head at 150% Power Req. at 150% 175 psi 81.3 psi 1125 US gpm 96.2 psi 85 hp Efficiency at 150% 74.3 % Peak Power 85.6 hp Closed Valve Head 137.5 psi Approval/Listing FM/UL -Comments Perf.curve represents typical perf. NPSH data is not applicable per 38.5 47.6 57.9 66.9 74.7 80.8 84.6 85.5 83.9 Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. C C PEERLESS PUMD Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 7 Customer : Reliance Fire Protection Contact : Mike Irish Phone : 206-682-6636 Fax : 206-682-6744 Date : Monday, September 21, 2015 Item: 2 Model : Peerless - 4AEF10 Flow (US gpm) Head (psi) L Eff. (%) Power (hp) Speed (RPM) 750 125 72.3 75.7 3550 Liquid Temp. (°F) Sp. Gravity Visc. (cSt) Dia. (inch) Water 68 1.000 1.007 8.91 Typical Specification: Type AEF Horizontal Split Case Single Stage Fire Pump Typical Specifications General: The pumps furnished for fire protection service shall be supplied with the specified drivers, controls and pump accessory items by the pump manufacturer. The pump, driver and control shall be -) Underwriters Laboratories (ULI) Listed _.) Factory Mutual Research Corporation (FM) Approved () Underwriters Laboratories -Canada (ULC) Listed for fire protection service. The pumping equipment shall be installed as recommended in the National Fire Protection Association (NFPA) Pamphlet 20, Standard for the Installation of Centrifugal Fire Pumps. • The fire pump shall be designed to deliver 750 US gpm at a total differential pressure of 125 psi. • The fire pump shall also be capable of delivering not less than 150% of rated flow at not less than 65% of rated head. • The pump(s) shall be a Peerless Pump Company model4AEF10 and shall be furnished with driver, controllers and accessories as detailed in this specification. • Pump manufacturer shall have unit responsibility for the proper operation of the complete unit assembly as indicated by field acceptance tests. Manufacturer's Factory Tests: Each individual pump shall be hydrostatically tested and run tested prior to shipment. The pump shall be hydrostatically tested at a pressure of not less than one and one-half times the no flow (shut off) head of the p ump's maximum diameter impeller plus the maximum allowable suction head but in no case less than 250 psig. Field Acceptance Test: A field acceptance performance test shall be conducted upon completion of pump installation. The test shall be made by flowing water through calibrated nozzles, approved flow meters or other such accurate devices as may be se lected by the authority having jurisdiction. The test shall be conducted as recommended in NFPA Pamphlet 20 by () the installing contractor () the owner () the owner's representative -) (other) CPR in the presence of the authority having jurisdiction and with that authority's final approval and acceptance. Failure to submit documentation of factory and field tests will be just cause for equipment rejection. Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. C c PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 8 Customer : Reliance Fire Protection Contact : Mike Irish Phone : 206-682-6636 Fax : 206-682-6744 Date : Monday, September 21, 2015 Horizontal Centrifugal Pumps: The fire pump shall be of horizontal centrifugal single stage construction specifically labeled for fire service and shall be a Peerless Pump Company model4AEF10. The pump shall be c onnected to the (fire standpipe) (fire sprinkler) (underground fire main) system. The suction supply for the fire pump shall be from a (public service water main) (elevated storage tank) (ground storage tank) (underground reservoir) at a maximum pressure of 150 _ pounds per square inch (psi) and a minimum pressure of .100 psi. The pump casing shall be cast iron with 5 inch 125 pound ANSI rated suction and 4 inch() (250) pound ANSI rated discharge flanges machined to American National Standards Institute (ANSI) dimensions. Electric Motors: The pump driver shall be horizontal foot mounted ball bearing induction motor rated _75 _ horsepower, 3 phase, (68)(60) Hertz with (open drip-proof)(totally enclosed fan cooled) NEMA enclosure for operation on 460 volt _ 3 __phase service. The motor locked rotor current shall not exceed the values stated in NFPA Pamphlet 20. The motor shall be mounted on a steel base common to the pump and shall be connected to the pump with a flexible coupling protected by a suitable guard . The fire pump manufacturer shall accurately align the pump and motor shafts prior to shipment. After field installation but prior to grouting the base, a millwright or similarly qualified person shall check and verify or correct the shaft alignment. Electric Motor Controllers: The automatic electric motor controller shall be (ULI listed)(FM approved) (ULC Listed) specifically for fire pump service. The controller shall be designed for () full veltage ( 4v • 1>) solid state reduced voltage soft start -stop with Dower transfer switch type starting. The controller shall be rated for the horsepower specified in this specification's electric motors section. The controller shall be capable of interrupting a short circuit current at least equal to the available short circuit current in the controller supply circuit. This fire pump controller installation rPnlfires an withstand rating of not less than _ 100,000 amps RMS symmetrical at an operating voltage of 460 volts. The controller shall be: -----) floor or wall mounted for electrical connection to the motor by the equipment installer. ( ) mounted on a common base with the fire pump and wired to the motor by the pump manufacturer. Fittings: The pump manufacturer shall furnish piping accessory items for the pump installation which will adapt the pump connections to the fire protection system and test connection as follows. Fittings subjected to pump discharge pressure shall b e ANSI (426)(250) pound rating. Fittings subjected to suction pressure shall be ANSI 125 pound rating. () eccentric tapered suction reducer () concentric tapered discharge increaser --) hose valve test head —) hose valves with caps and chains ---) pump casing relief valve Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 9 Customer : Reliance Fire Protection Contact : Phone : Date : Mike Irish 206-682-6636 Fax : 206-682-6744 Monday, September 21, 2015 --4) automatic air release valve --) hose valve head drain valve "--) suction and discharge pressure gauges (venturi)(pitot tube) test flow meter onal accessories required when pump is engine or steam () main relie () direct acting (sprin ( ) pilot operated (hydra ( ) relief valve ( uated) w cone, enclose ge tee with elbow (for mounting reli ve) e driven: esel Engines: The pump driver shall be a horizontal shaft type internal combustion engine Mod -manufactured by: rated at, clockwise rotation vi op posi : the pump. The engine shall be provided by the pump manufacturer with, at a mini accessorie or automatic operation. (X) cooling water 'es, pressure regulator, strainer, bypass lines and necessary fit gs for engine cooling system, pre -piped and factor , ounted. (X) flexible exhaust conntor (X) residential exhaust silenc (X) engine jacket water heater, (X) one set dual batteries, lead acid (X) fuel system as recommended in NF (X) fuel storage tank sized to provide a mini horsepower plus 5% for sump area plus 5% for mounting and with a direct reading le vel gauge. () The engine shall be run tested with the pump d from the end m, the following tory installed. rage type. Pamphlet 20 m supply of e gallon of fuel per engine maximum rated area. The tank shall be furnished with legs for floor the • mp manufacturer prior to shipment. Engine Controllers: The automatic engine ontroller shall be LI Iisted)(FM approved) specifically for fire pump service. The controller must be capable . performing or contain , - following features: (X) Built in battery charger () time clock for weekly automc test () system pressure record () timing relay for auto •.. is stop () power failure star () low fuel level s ch () pump roo - arm audible and visual signals () The co oiler shall be wired to the corresponding engine function terminals and shall be moun • on a common base the engine and pump. A complete running test of the base mounted controller, engine and p• • p shall be perf med by the pump manufacturer prior to shipment. The engine controller shall be floor mounted for electrical connection to the engine by the equipment insta Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. 0 PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 5 Customer : Reliance Fire Protection Contact : Phone : Date : Mike Irish 206-682-6636 Fax : 206-682-6744 Monday, September 21, 2015 Item: 2 Model : Peerless - 4AEF10 Flow (US gpm) Head (psi) Eff. (%) Power (hp) Speed (RPM) 1 750 125 72.3 75.66 3550 Liquid Temp. (°F) Sp. Gravity Visc. (cSt) Dia. (inch) Water 68 1.000 1.007 8.91 Technical Information: Technical Information: 4AEF10 Casing Suction Design [Casing Volute Design Double . .......................... Single Nominal Casing Thickness Inches 0.4 (Corrosion Allow Inches ;10.12 [Max Suet Press PSI Packed 125# Suct CI Csg 1150 :;Max Suct Press PSI Packed 250# Suct CI Csg .'Max Suct Press PSI Packed 250# Suct DI Csg J150 lMax Work Press PSI Packed 125# Disch CI Csg 175 150 Max Work Press PSI Packed 250# Disch CI Csg (275 [Max Work Press PSI Packed 250# Disch DI Csg 450 ;lCutwater Diameter Inches Number of Impeller Vanes (6 (10.38 Minimum Impeller Diameter Inches IWR2 Lb-Ft2 Wet Bronze Impeller 7.62 �[1.7 Shaft Diameter Through Impeller Inches [Shaft Dia Through Coupling Inches :;Stuffing Box Shaft Sleeve Diameter Inches 1.625 1.375 1.75 ;!Stuffing Box Bore Inches 2.75 ;[Stuffing Box Depth Inches ;(Stuffing Box Face Nearest Obstruction Along Shaft In Stuffing Box Square Packing Inches Stuffing Box Packing Rows without Lantern Ring ;;Stuffing Box Packing Rows with Lantern Ring :........................................................................................................................................................................................ ;(Stuffing Box Gland Bolt Circle Stuffing Box Gland Bolt Dia Inches 3.31 ............................................ . 1.82 0.5 5 ......:................... 4.75 0.5 Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. C Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Project : Tukwila High Rise Quote No.: 1545143 Page No : 6 Customer : Reliance Fire Protection Contact : Mike Irish Phone : 206-682-6636 Fax : 206-682-6744 Date : Monday, September 21, 2015 r - '!Thrust Single Row Bearing Size ;Radial Single Row Bearing Size 306 1207 1Thrust Double Row Bearing Size Optional First Critical Speed RPM 5306 5175 :!Max Pump RPM Standard Construction ;'Priming Connection NPT 3600 ;Discharge Drain NPT (Suction Drain NPT IRotor Series Equivalent Commercial Model I4AE10 0.5 ;10.75 [0.5 Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. • (18) L198 Bi 2i L.�_.J L0.19M63.)0.19M[1._69j C.16.) L1 B) 1.4.TJ i II 1.1..1A) �...) 1) C31) 41 i � 5 )' i I\ \\ I i i 02S) (40B_) (46 ) jAPPit k�• gi 1 i 02 40A� 1271 DETAIL C WITH WEAR RINGS DETAIL D WITH DOUBLE ROW THRUST BEARINGS DETAIL B -B WITH LANTERN RING Project : Tukwila High Rise Capacity : 750 (US gpm) Frame/Model: 364TS Customer. Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor. 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (Inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Ty pe: ODP PEERLESS Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Page No : 10 Monday, September 21, 2015 Gnndros - RAPID vO.25.9.1 (Wndows 7) - O8111Mrch 2012. n CAST IRON BRONZE FITTED ITEM NUMBER DESCRIPTION MATERIAL 1A, 1B UPPER AND LOWER CASING CAST IRON 2 IMPELLER BRONZE 6 PUMP SHAFT STEEL '(1) 7 CASING RING BRONZE 8 IMPELLER RING (OPTIONAL) BRONZE 13 PACKING RING GRAPHITED 1 PTFE 14 SHAFT SLEEVE (RH) BRONZE(1) 14A SHAFT SLEEVE (LH) BRONZE(/) 16 INBOARD BALL BEARING STEEL ASSEMBLY 17 PACKING GLAND 304 STAINLESS STEEL 17B GLAND BOLT STEEL 18 OUTBOARD BALL BEARING STEEL ASSEMBLY 18A BEARING RETAINING RING STEEL 22 BEARING LOCKNUT STEEL 29 LANTERN RING (OPTIONAL) PTFE 31 INBOARD BEARING HOUSING CAST IRON 32 IMPELLER KEY STAINLESS STEEL 33 OUTBOARD BEARING HOUSING CAST IRON 35 INBOARD BEARING HOUSING COVER CAST IRON 37 OUTBOARD BEARING HOUSING COVER CAST IRON 40A INBOARD DEFLECTOR RUBBER 40B OUTBOARD DEFLECTOR RUBBER 41 INBOARD BEARING HOUSING CAP CAST IRON 43 OUTBOARD BEARING HOUSING CAP CAST IRON 46 COUPLING KEY STEEL 47 INBOARD BEARING COVER SEAL STEELIRUBBER ASSEMBLY 63 STUFFING BOX BUSHING BRONZE 73A CASING GASKET (NOT SHOWN) VEGETABLE FIBER 73B BEARING COVER GASKET FIBER 77 LUBRICATOR ZINC DIE-CAST/PLASTIC ASSEMBLY 119A 0 RING, SHAFT SLEEVE BUNA N RUBBER 119B 0 RING, SHAFT SLEEVE BUNA N RUBBER 123 BEARING END COVER STEEL 127 WATER SEAL PIPING (OPTIONAL) COPPER WITH BRASS FITTINGS 169 BEARING HOUSING SEAL STEELIRUBBER ASSEMBLY Project : Tukwila High Rise Capacity : 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Ty pe: ODP PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No : 11 Grundfos - RAPID v8.25.9.1 (Windows 7) - 06th March 2012. 12.25 3.38 PLAN VIEW OF FEET 5 INCH SUCTION FLANGE r- 14.50 --- 5.50 13.00 1 5.50 1.38 } 6.50 6.00 --->0 125 LB ANSI FLG DRILLING 0 250 LB ANSI FLG DRILLING 4 INCH DISCHARGE FLANGE 0 125 LB ANSI FLG DRILLING >0 250 LB ANSI FLG DRILLING SOME HOLES MAYBE TAPPED 0.75 DIA 4 HOLES DETAIL - SHAFT END - 0.3125 INCH 6.00 lur 0.15625 INCH 11.00 .,._ 11.00 1.375 INCH 1.3745 INCH 1 25 6.50 } 11.75 22.00 SUCTION FLANGE AGENCY APPROVAULISTING: FM/UL DISCHARGE FLANGE NOZZLE LOADING MAX IMUM FORCES & MOMENTS* Ft RIGHT ANGLE TO PUMP SHAFT • The pump suction and discharge piping must be restrained and supported near the pump to awid application of forces and moments to pump casing. IIx PARALLEL To PUMP SHAFT PUMP FLANGE UNITSFk AXIS UNITS AXIS F= �X M= SUCTION Lb 500 1250 500 LbFr 1250 2500 TLyU DISCHARGE Lb 400 1000 400 Lb -Ft 1000 2000 1000 SUCTION N 2224 5560 2224 Nat 1695 3390 1695 DISCHARGE N 1779 4448 1779 Nat 1356 2712 1356 A -A VIEW FROM DRIVER END A -A VIEW FROM DRIVER END LHTOR ATION (CCW) RH ROTATION (CW) 28.00 16.00 16.00 12.00 3.75 2.00 18.88 1/4" NPT GAGE CONNECTION SUCTION AND DISCHARGE FAR SIDE ONLY 11.00 1.00 IR VENT 3.75 2.00 0 0 DISCHARGE FLANGE 1/2" NPT BRACKET DRAIN 2 PLACES PUMP WT 315 LB / 143 Kg Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Type: ODP Q(PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No : 12 n n 0 AGENCY FM/UL 6.00 1.00 DIA 6 HOLES /// 60.00 24.00 ........_... 24.00 CONDUIT BOX (APPROX LOCATION) } 10.50 10.50/ 3.00 TYP >< GROUT HOLE 5 INCH SUCTION FLANGE 4 INCH DISCHARGE FLANGE - 125 LB ANSI FLG DRILLING ❑ 125 LB ANSI FLG DRILLING ❑ 250 LB ANSI FLG DRILLING 250 LB ANSI FLG DRILLING SOME HOLES MAY TAPPED PUMP WT 315 LB / 143 Kg 18.00 CPLG WT 15 LBS 7 Kg MOTOR WT 630 LBS 286 Kg BASE & CPLG GUARD WT 190 LBS 86 Kg 1.00 DIA 4 HOLES g3/4" NPT DRAIN(S) 28.00 16.00 4AEF10 I 60.00 31.00 -- 15.25 1.00 364TS TOTAL WT 1150 LBS 523 Kg (**DRIP RIM) - -� STEEL NON -DRIP RIM BASE FURNISHED ❑ STEEL DRIP RIM BASE FURNISHED (** SHOWN IN PHANTOM LINES) DISCHARGE FLANGE - A .. NOTES: 8.50........_... - ...__.._ 3.50 1. UNIT INSTALLATION & FINAL CPLG ALIGNMENT MUST BE IN ACCORDANCE TO BULLETIN 2880549. 2. CUSTOMER MUST FILL BASE WITH GROUT ALLOWING .75 TO 1.50 INCH OF GROUT BETWEEN FOUNDATION AND BOTTOM OF BASE. *MAXIMUM DIMENSIONS, MAY BE LESS WITH DIFFERENT MAKE MOTORS OR ENCLOSURES. INSTALLING CONTRACTOR (S) TO rJSTALL EQUIPMENT IN ACCORDANCE WITH LATEST EDITIONS OF NATIONAL ELECTRIC CODE, LOCAL CODES AND NFPA PAMPHLET NO. 20 APPLICABLE TO FIRE 9.00 -0.25 CPLG GUARD SEE NOTE 2 - DISCHARGE FLANGE ---- 23.50 RH ROTATION CLOCKWISE --11.00 21.88 1.25' } 6.50 14.00 0 11.00 - AIR VENT - _ 1.38 6.50 VIEW A -A \. SUCTION FLANGE Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No. : 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Type: ODP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No : 13 r; SUCTION r DIESEL ENGINE 7 L ELECTRIC MOTOR DISCHARGE 4AE F 10 RH ROTATION CLOCKWISE J Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) EnclosureIType: ODP �EERLES� PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No: 14 s • NOTES: 1. ITEM MAY NOT BE REQUIRED IF PUMP SUCTION AND DISCHARGE SIZES ARE EQUAL TO OR GREATER THAN NFPA RECOMMENDED PIPE SIZES 2. LOCATE AIR RELEASE AT HIGH POINT OF CASING ONLY ITEMS MARKED ARE SUPPLIED ❑ 1. ECCENTRIC SUCTION REDUCER 2. SUCTION GAUGE 3. AUTOMATIC AIR RELEASE VALVE 4. DISCHARGE GAUGE ❑ 5. CONCENTRIC DISCHARGE REDUCER ❑ 6. ELBOW 90 DEGREE E 9. DISCHARGE TEE ~�`❑ 10. DRAIN VALVE 11. HOSE VALVE HEAD 12. HOSE VALVE 13. HOSE VALVE CAP AND CHAIN >❑ 15. FLOW METER ITEMS SUPPLIED BY OTHERS 16. DISCHARGE CHECK VALVE 17. 0 S AND Y GATE VALVE 19. INDICATING GATE OR INDICATING BUTTERFLY VALV 20. SPOOL PIECE 364TS SUCTION 17 9 3 -SEE NOTE 2 4 5 20 16 4AEF10 SEE NOTE 1 SEE NOTE 1 PIPING ARRANGEMENT FOR PRESENTATION PURPOSES ONLY REFER TO NFPA REQUIREMENTS AND LOCAL PLUMBING CODES FOR DETAILS SEE NOTE 1 9 17 TO WASTE OR SUPPLY FLOW METER SYSTEM OPTIONAL SEE DETAIL "B" 19 ( age SEE DETAIL "C" TO SYSTEM Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Type: ODP PEERLESS PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Page No : 15 Monday, September 21, 2015 n 0 0 NOTES: 1. NOT LESS THAN 5'-0" 2. NOT LESS THAN 1/2" BRASS PIPE WITH BRASS FITTINGS OR EQUIVALENT 3. IF WATER IS CLEAN, A GROUND FACE UNION WITH NON -CORROSIVE DIAPHRAM AND 3/32" ORIFICE, MAY BE USED PIPE TO WASTE 17 SUCTION TO FIRE PUMP SUCTION LINE PRESSURE SWITCH FIRE PUMP CONTROL PANEL 14 4 i • • iii 18 19 JOCKEY PUMP DETAIL "C" %N SEE DETAIL "D" m 2 TO SYSTEM 1/2" CHECK VALVE WITH 3/32" ORIFICE IN CLAPPER SEE NOTE 3 / / \\ SEE NOTE 2 1/2" GLOBE VALVE SEE NOTE 1 1/4" PLUG DETAIL "B" PIPE CONNECTION FOR PRESSURE -SENSING LINE PIPING ARRANGEMENT FOR PRESENTATION PURPOSES ONLY 51478.00 i TEMS MARKED ARE SUP ❑ 2. SUCTIO ❑ 4..: HARGE GA • • • CASING RELIEF VAL ITEMS SUPPLIED BY OTHERS 17. 0 S AND Y GATE VALVE 18. CHECK VALVE 19. INDICATING GATE OR INDICATING BUTTERFLY VALVE PRESSURE SWITCH \ SEE NOTE 1 SEE NOTE 2 hoot I 11 1/2" GLOBE VALVE111 \ E I-tll \ DETAIL "D" 1/4" PLUG PIPE CONNECTION FOR PRESSURE -SENSING LINE JOCKEY PUMP CONTROL PANEL Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No. : 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Type: ODP \AU ;PSS '' Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No : 16 n n n AUTOMATIC AIR RELEASE VALVE SINGLE STAGE PUMP MWP 175 PSI UL & FM WT. 9 LBS. (4 kgs.) I I MWP 300 PSI UL & FM WT. 9 LBS. (4 kgs.) NOTES: 1. ONLY ITEMS CHECKED WILL BE FURNISHED 2. ALL DIMENSIONS ARE IN INCHES / (MILLIMETERS) 6. 3, DO NOT PLUG ANY VALVE OR VENT OUTLET 4. ALL UNITS EXCEPT 10AEF16, 10AEF20, 12AF19B 7. 5. 10AEF16, 10AEF20, 12AF19B CASING RELIEF VALVE SINGLE PUMPS H -NPT OUTLET DISCHARGE FLANGE TAP ON SIDE X H J NOTE WEIGHT -. 3/4' 12.00 4 4 LBS. (1.8 kgs.) Item No.: 2 (305) 3550 (RPM) Service Factor: 1.15 Quote No.: 1.00' 11.00 (279) 5 7 LBS. (3.2 kgs.) ALL AIR VENT & CASING RELIEF VALVE ASSEMBLIES WILL BE SHIPPED LOOSE FOR FIELD MOUNTING. ALL AIR VENT & CASING RELIEF VALVE ASSEMBLIES MUST BE MOUNTED IN A VERTICAL POSITION. 4851139 Dimensions in (inch) Project : Tukwila High Rise Capacity: 750 (US gpm) Frame/Model: 364TS Customer: Reliance Fire Protection Total Head: 125 (psi) Elec. Spec.: 3 Ph. 230/460 V. 60 Hz Item No.: 2 Pump Speed: 3550 (RPM) Service Factor: 1.15 Quote No.: 1545143 Impeller Dia.: 8.91 (inch) Rotation: Clockwise Pump Model: Peerless - 4AEF10 Power: 75 (hp) Enclosure/Type: ODP �EERLSS Es5 PUMP Capitol Pump Resources 5891 Mullen Rd SE Lacey WA 98503 Hugh Caulfield Phone 360-493-1830 Fax 360-923-1841 Date : Monday, September 21, 2015 Page No : 17 m 74-3 0 Z V y o` Presse PSIG 0 0 0 0 O � 1 1 es!r - 1 Dial Graduations cu c c+ -1 BAR to Oto 20 BAR •c4 CO 0 o ce 07 g o I I I N r !T r ,. r O CD O = VI O 0 n 1 1 1 1 1 C' E E 'T4 I C' M Co I 1 1 1 1 0 N o N e N I 1 1 0 0 O NNO r r �,F,, ti ti e • 1 e T 1 p e 0 Cg g c EA S ciRo - a Len 'I'd a via a e 07 o d (7 C O 800 N 000 I,. Description lo d d env o S Hose Valve Head Hose Uak+e Head Hose Valve Head Hose Valve Head O J 0 rJ 7 CO O 0 1 1 1 o 0 y0y 1 1 1 1 OO 1 O 1X3 1, 1 n 1 Gauge Type t d L�e'' N n d N M _ N. a 1.O 1 e N 0 1 T a. 0.ty of .5 T ta. N TiR OcO; 1 OO -r I Co I S Oe N R 0 A en N ..... .1. i .o5 d To ° o Suction and Iischarge Gauge Set (Each FurnishedwithGauge Cock) S./ 1co N Q CI E O = Cu o 10 o 0 O o O o HV C8C R 1 Item No. I ANSI Std. Dimension Flange r r C aco 0 E d sa Q 0 o7 en CO o, CJ 01 = 0 o e- N P CO P 0 r Subject to change without notice 9 tA N sr y a y.,2 ppC N io N N • N E 5� E_ >. o ei 0 c 0 O d = N 8 IA I I es!r - eV en L7 0 I I I N r !T r ,. r O CD 8I rtr N!t r K.O. r C' M Co O I I ' T T T e M m 8 07 O NNO r r �,F,, CD C-. Q N 000 T IIA1rrr CC) m C d (7 C O 800 N 000 I,. O in CO %i, _ Pump Rati Op S 0 0 O C' CO . LO O r m T O Or OO O 1, 0 k CO o N. a 1.O e O tO ,z.I M CD OcO; OO -r • N CO en O., . I I I4? r N Q CI E O HV C8C R 1 Item No. I ANSI Std. Dimension Flange r r O N O N O Om O S• ,•J 12F Subject to change without notice 9 tA N sr y a y.,2 ppC N io N N • N E 5� E_ >. o ei 0 c 0 O d = N Hydraulic Calculation Reports and Product Submittals Table of Contents 1. Hydraulic Calculation Reports 2. Engineer Sway Brace Calculations 3. Fire Pumps Product Submittal 4. Valves 5. Hangers and Sway Bracing 6. Sprinklers 7. Pipe and Fittings Contractor Information Reliance Fire Protection, Inc PO Box 428 Preston, WA 98050-0428 T: 206-682-6636 F: 206-682-6744 www.reliancefire.com Job Number: 09015 Resort Description: Ordinary Grouo II . „�'^."` -;p:; o,:, i,;g- ;,n<r. '� i.� <. ,, .. ,. • ;r .,. "T , �i "3,:, v:.%y'R:': S. Fx 3• sg✓' :6s%w .•i<,:, ..< >, _,, ... .: o: ��'' %�` .., 3-4: �, <. lY.:.;^°.-: „x,;.;<g„�,..'.%.„a"��'�^6 � t: ,'t �"^Ss.Mya;•r"i'., ::;r',,°;•.; !'.,'..;; ss :;.� Job Number 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX Address 1 223 ANDOVER PARK E State Cerfificafionll.cenae Number RELIAFP102L1 Address 1 TUKWILA, WA 98188 AW City of Tukwila Address 3 Job Site/Building A� •?,gyye„o:,6 .. „rU ,'l;?.,. ,;p ;"£'-ws�: •' �, � y '° :W 9s'Z ".. " : d ` .,.«. K<,' o-.:3hw�✓,c<..d`'d%.'<i�,"`'°'�,'...,.�.<<q'.p&'u^;r'�„u/<•, '`•$'� ;xtt<1.';:.�' 48t •„9.�.:r < �<'e"Szx�! vx 5'i ,. b`i '��i �x�"k:`"'�? :...-"°i/ �'i9.4:F st;•:.P/,. N:,s �a,Y:Via. ,. r'?�33: ..h��,4£ �� % � . L' Densly NA Area of Applcafion NA Most Demanding Sprinkler Data K -Factor at Hose Stnems 0.00 Coterage Per Sprinkler NA Number Of Sprinklers Calculated 0 Sysbm Pressure Demand 213.399 Syetam Fbw Demand 1000.00 Total Demand 1000.00 @ 213.399 Pressure Result +20.601 (8.8%) „f �£.tt:F a"�,ba' '��i�:. , ... t .,✓. •A�'s,,",7,!.t �LItl. Node N me Flow(a ml Hose Flow(gram) Static(osi) Residual(Dsil Identifier Pressure(psi) K-Factor(Kl Flow(gom) 1 SECONDARY FIRE 1000.00 235.0 234.000 PUMP o�4' V i-, 4 O a ,Su^j ONAL WAS , 43 I...._ .6? -444..?,.? ,A -Ai 11110 5 ek9 Cs, (c . V� � ... r:� 0i;'23 fCf ' ':' P.M.-;, t= ',rd., Pressure, psi la a udiuuuulluuuulium IIIlluuulhm uuluuuull ulNu lUlllll Cabe Pressure 235.000 i WAANINGTO$ STATE � err j I CERTIFICATE OF COM EI CY 1 FIRE PROTECTION SPRINKLER SYSTEMS ► Kevin P. Jensen Level 3 Reliance Fire Protection, Inc 1.1 1 i a IR11111111111101000.00 @ 234 000 1000.00 @ 213.399 -- IIIb/U4355-0608-C ���� iiiiu• �II � 11 System demand curve 1111111 34-+•15 lira MOM ammaamammanammainamaanamaamat IIN 11/111111111111 111111111111111.11..111 11111 1111111111111111111 1.1 MI Rip0600 8°° 1000 1200 1400 1600 1800 2000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 12:54:42PM Page 1 Job Number: 09015 Report Description: Ordinary Group II SECONDARY FIRE PUMP at Node 1 250 = --Static Pressure 235.000 ,1000.00, 234100 t 0 - 2 25 -1000.00 @ 213.399 200 175 150 r - to - 0 125 a - m - o. - - 100 - System demand curve 75 - 50 - 25 0 inu mum' _Ilillltit M111111111111111 1 1 1 1 i 1111 1.4 1 1 1 4 1 1 1 J 41114 I 1 1 1 4 1 1 4 1 4 1 1 0200 400 600 800 1000 1200 1400 Water flow, gpm 1600 1800 2000 Hydras Graph SECONDARY FIRE PUMP at Node 1 Shen Presaure 235.000 Rauch. Pressure 234.000 @ 1000.00 Available Pressure at Time of Test 234.000 @ 1000.00 System Dema. 213.399 @ 1000.00 System Dema. (Inc Wing ibse Allowance at Source) 213.399 @ 1000.00 Fes. ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 11/2/2015 12:55:14PM Page 2 INJob - "` � ^ �1, ^ • x. Number: 09015 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 101 250.00 250.00 25 100.000 Hose 102 250.00 250.00 25 100.206 Hose 103 250.00 250.00 25 115.609 Hose 104 250.00 250.00 25 120.156 r* Most Demanding Sprinkler Data �J © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 11/2/2015 12:55:29 PM Page 3 O Job Number: 09015 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary fib Route 1 DY 2.4690 250.00 16.75 120 0.215409 101 180'-6 250.00 5 180'-6 100.000 104.335 Hose( -100.000)(-1.750) PO(12'-0) 0'-0 12'-0 12'-0 Pf 4.335 Pe Pv ST 4.2600 250.00 5.63 120 0.015122 5 4 180'-6 180'-0%z 104.335 104.541 0'-5Y2 0'-5%z Pf 0.007 Pe 0.199 Pv ST 4.2600 500.00 11.25 120 0.054516 4 3 180'-01/2 250.00 28'-0 104.541 189.352 Flow (q) from Route 2 3E(13'-2), BV(15'-91/2) 291'-4 55'-3%z 346'-7%z Pf 18.898 Pe 65.914 Pv ST 6.3570 750.00 7.58 120 0.016432 3 7 28'-0 250.00 11'-6 189.352 202.346 Flow (q) from Route 3 4E(17'-7), BV(12'-7), 2fE(12'-7), C(37 -8%z) 209'-7%z 145'-10 355'-5%z Pf 5.841 Pe 7.153 Pv ST 6.3570 1000.00 10.11 120 0.027978 7 1 11'-6 250.00 0'-0 202.346 213.399 Flow (q) from Route 4 2T(37-81/2), C(37'-81/2), CV(40'-3), 2fE(12'-7), BV(12'-7), S 25'-9 191.-11/2 216'-101/2 Pf 6.067 Pe 4.986 Pv 0.00 Hose Allowance At Source 1 1000.00 Gib Route 2 DY 2.4690 250.00 16.75 120 0.215409 102 180'-01/2 250.00 4 180'-0%z 100.206 104.541 Hose( -100.000)(-1.750) PO(12'-0) 0'-0 12'-0 12'-0 Pf 4.335 Pe Pv fib Route 3 DY 2.4690 250.00 16.75 120 0.215409 103 180'-6 250.00 6 180'-6 115.609 119.944 Hose( -100.000)(-1.750) PO(12'-0) 0'-0 12'-0 12'-0 Pf 4.335 Pe Pv ST 4.2600 250.00 5.63 120 0.015122 6 3 180'-6 28'-0 119.944 189.352 E(13'-2), BV(15'-91/2), T(26'-4) 162'-7%z 55-3% 217'-11 Pf 3.295 Pe 66.113 Pv Gib Route 4 DY 2.4690 250.00 16.75 120 0.215409 104 180'-6 250.00 8 180'-6 120.156 124.491 Hose( -100.000)(-1.750) PO(12'-0) 0'-0 12'-0 12'-0 Pf 4.335 Pe Pv ST 4.2600 250.00 5.63 120 0.015122 8 7 180'-6 11'-6 124.491 202.346 6E(13'-2), BV(15'-91/2), PO(26'-4) 182'-4 121.-11/2 303'-5%z Pf 4.589 Pe 73.266 Pv Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C Multiplying Factor 100 130 0.713 1.16 140 150 1.33 1.51 [,:©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 12:55:42PM Page 4 11a Job Number: 09015 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream P'pe ^ c t: ' 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 Elevation Discharge K -Factor Pt Pn Fittings 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 Length Eq. Length Total Length ALV Alarm Valve AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 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 Pressure Summary Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111/<° Elbow 22%:0 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap } ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 12:55:42PM Page 5 Job Number: S03295 Report Description: Primary Fire Pump with Discharge at 250 GPM at 284 PSI c.5.. „j.. ., f�•4.^yx..rc.^. ' N^Kd''n:^'r'✓R ^. Y, Swh' <�..�":<::,��.,<.A". r:::i: .a.,p?:'L'%/nir",,,.';�.:e,���.. it�o<,.�. r�. l 0' p�•.P 2 ?, ";;?.;% �.•�•, 4wi:M;�..•:'-:",�€�' a, s i � 5cs�s:., v , , .F �, %s ;3.h; Job Joe rh,mear S03295 Design Engmee< Reliance Fire Protection Job Name' WA Place Hotel - Apartments Phone 206-682-6636 FAX Address 1 223 Andover Park E State Cer6fcaboMicense Number RELIAFP102L1 Address 2 Tukwila WA 98188 Nil Tukwila Fire Department Address 3 Job Sib/Building t;,x,,. : ..;,,%;,�' -� i�•?, o:r'S•' 4,inP.,'.<.re¢✓. rv., O"V. k '"✓�i,'s.q3 z.,.. ,:•.;,'dKin' i::frxa�E??£a'S' 3,•?%•�b y r> e�;'�.c•A"�:,3,,`,xxi;.'i:ar,"+:'s' ' .n.<.xg.ei,:.<.....'.'��::;,;,:(sn'R„3',• 6,?: G,"M' r..^5 �, ,, v's Y•y tx � Ders:ity NA Area of Appicatan NA Moat Demanding Sprinkler Dab K -Factor at Hose Steams 0.00 Co.erapa Per Sprinkler NA Number Of SPinden Catubled 0 Sysbm Pressure Demand 88.653 System Fbw Demand 250.00 Total Domand 250.00 @ 88.653 Pressure Result +195.275 (68.8%) "�•,•,,,lea:•,5 ;°•.qr;aq�:•;- <•;.£',w3 . .«-.M, :'°/7.?- �•�.., gg((„v ?✓i, ., ,.. ..... .. /. <,4,.F:'9�A:t: �s .y ulrtt6.tiEi�1`.q,.�:%ix< rnf"',., ,r,.£'i?'; :;".. •�(Y�.�si:4¢rnei�%3'�Tl:'. �'�x;. s.,x..; n..i..,.� Node Name Flow(gom) Hose Flow(gpm) Static(osil Residual(osi) Iden ifer Pressure( [nil K-Factor(K) Flow(gom) 1 FIRE PUMP 300.00 284.000 283.900 ec THQllgs' ;, .' -' OV WAS ff,ra �, 4 , ,- 1 'V?, .. 4892\ fid;,, s • O ei I % k \l< 11+ �• x. PT est Csc;f' r ' $ ark '1';'/ r • „a v y■ Ei�38� •$i(i 30''ilt7; 3 E1t311 •..;:. ;' tifOOOOOei nnn Pressure, psi a I8 8 8 Id' 8 8 o 8 -' EI I] 11 I111I11111 111311111'I1111ll 11� 111111111�I 11111111I111111ii111111111ll111EI111 f �W.lWL1 atic Pressure 284.000 ■�- law IIIi■■■■■- .00 n 283.900 iiiiiii frwr0a.iw 01101.00011111111610 Mt sameaDw+y WASHINGTONSTAT CERTIFICATE OF COMII�E£MCY `e rin�cJ .4R srsISrs 'TIO efRensen Kev, - I Reliance Firs Protech, Ing IIIS■■■■■■� IIS■■■■■■r III■■■■■� la IIIII 1111 11 IIS 50.00 @ 88.653 ■■■� ■■■� ...0 �__..■ �' I 'IUU■■ System demand curve ■■- v 300 500 6� 700 800 900 1000 Water flow, gpm y ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:11:22PM Page 1 C Job Number: S03295 Report Description: Ordinary Group II FIRE PUMP at Node 1 300 Static Pressure 4300.00 284.000 270 @ 283.900 240 210 180 •N a 150 g 0) E' a` 120 50 00 @ 88.653 90 60 30 Sjstem demand curve 0 111111111111111111 l 11111111 111111111 111111111 111111111 1 11111 I I I I I I I 1 I 1 1 I 1 1 I I I I I I 1 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm (ydreulc Gap+ FIRE PUMP at Node 1 Slab: Pressure 284.000 Resduat Pressure 283.900 @ 300.00 Available Preeemre et Time of Test 283.929 @ 250.00 System Demand 88.653 @ 250.00 System Demand (Incl dme f bee Albwwence et Source) 88.653 @ 250.00 k, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:11:38PM Page 2 Job Number: S03295 Report Description: Ordinary Group II Device Actual Flow (Wm) Minimum Flow (gPm) K -Factor (K) Pressure (psi) PRV Hose Valve 101 250.00 250.00 250 1.000 c:), Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:11:48PM Page 3 11 Job Number: S03295 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Route 1 DY 2.4690 250.00 16.75 120 0.215409 101 180'-6 250.00 1.000 Hose( -1.000)(-1.750) 4 180'-6 5.335 PO(12-0) 12'-0 12'-0 Pf 4.335 Pe Pv ST 4.2600 250.00 5.63 120 0.015122 4 3 180'-6 5.335 3E(13'-2), BV(15-9Y2) 28'-0 76.697 291'-9Y2 55'-3Y2 347'-1 Pf 5.249 Pe 66.113 Pv ST 6.3570 250.00 2.53 120 0.002153 3 1 28'-0 2'-6 76.697 88.653 8E(17'-7), BV(12'-7), CV(40'-3), S 225-11/2 193'-7Y2 418'-9 Pf 0.902 Pe 11.055 Pv 4ngthsVf es' ti4,Etttirtgs (, �� Viz;•, , Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 1.16 140 1.33 150 1.51 ft 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 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 Ba1V BFP BV C cplg Cr CV DeiV DPV E EE Eel Ee2 fd FDC fE fEE flg FN tT 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 Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/ Elbow 22Y2° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:11:59PM Page 4 Job Number: S03295 Report Description: Primary Fire Pump with Discharge at 300 GPM at 283 PSI F11e• . '4, `many,.PiirtipY+ziiihDischarg�at':3Qi3�i'Ai�aat�$3FF?Sl�.f� ,, . , ,... ..,,.,.y ; � T .-,.D� E%: rer,. .✓ • ,.Y a• !s+/_, ., �'a3.; x'� ,. ,�, .. ,i h;;.• .:>� •. Job Number S03295 Design Ergi,roer Reliance Fire Protection Job Name. WA Place Hotel - Apartments Phone 206-682-6636 FAX Address 1 223 Andover Park E Stab Cereficagost.kense Number RELIAFP102L1 Address 2 Tukwila WA 98188 AHI Tukwila Fire Department Address 3 Job Site/Building _gt ; /7.. ;%U''y' .;`J%kYsyiaifa`°�g;':'K:: •a✓{8 fs;s:^ ..yes .a;1 ;� a .s..';'.,",.<=��:,: :,rq� . ,. '"�e;,, x, ".`'':'mss•:'°" <, s, Density NA Area of Appicafon NA Most Dennndmg Sprinkler DaD K -Factor at lose Stream 0.00 Coverage Per Sprinkler NA Number Of Sprinklers Cakuteted 0 System Pressure Depend 92.158 System Flow Demand 300.00 Total Demand 300.00 @ 92.158 Pressure Result +190.742 (67.4%) r,,�'yi: a8%.,r::• "'"gsw ;:f%£: ..�.n „.;;-f„•� '. #, °i%r; ,:., ., ;°y': ".za Node Name Flow(gpm) Hose Flow(goml Static(psi) Residual(psi) Identifier Pressure(osil K-Factor(K) Flow(gem) 1 FIRE PUMP 300.00 283.000 282.900 j' ¢ly y lr'� 1 OMAS WASIij l v , O 1 o NAL 2 . ' 1C. \ KY W' , :�,.� ,. , r .. , �PUAhP:��tI��1, 3��if�II`£�#ii€3>`282.9Q-} t rep UM WO WWWW1111R�1�At_Iw11� ASII�iW�ltem1rslNraim� E CERTIFICATE OF COMPETENCY gFIRE ! *OTTCTIONAPRINKL.ER $YSTE Kevin(�P. Jensen(� �r��M•,i,i: � � RelianceFireProtection* Inc 1�� R 1 300 tatic Pressure 283,000 11111111111111111111111111 270 @282900 240 210 .17 180 �' 150 g 120 (I4+'.00 IIIIIU II,..�■��� �".■�.-- ii �:= .1 11111 Mil Daft #�11�IIAlltw�www�wsww�IM 90 ism r x'.00 mon 92.158 ..- I1 System demand curve IIIII30 �- 0 111 011111111. 400 500 600 700 800 900 1000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:17:OOPM Page 1 11 Job Number: S03295 Report Description: Ordinary Group II 300 FIRE PUMP at Node 1 :Static Pressure 283.000 270 4300.00 @ 282.900 240 210 180 N Q 150 3 N N N d 120 90 00.00 @ 92.158 60 30 System demand curve inuuui 111111(11 111111111 1 1 1 1 1 11 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 0 '100 200 300 400 500 600 700 Water flow, gpm 800 900 1000 thd' Gm,. FIRE PUMP at Node 1 Stalk : Pressure 283.000 Retuduat Pressure 282.900 @ 300.00 Available Pressure at lime of Test 282.900 @ 300.00 System Demand 92.158 © 300.00 Sysbm Demand (Incbding Rose Albn.ance at Source) 92.158 @ 300.00 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/16/2015 5:17:12PM Page 2 Job Number: S03295 Report Description: Ordinary Group II Device Actual Flow (gPrn) Minimum Flow (gPm) K -Factor (K) Pressure (psi) PRV Floor Control 101 300.00 300.00 300 1.000 t• Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINKOVR11 v11.0.39.0 10/16/2015 5:17:21PM Page 3 ill Tatar A:y .. t<- ° . $'� ` • • :: c '� ._�,`•.. 4vvmwx Job Number: S03295 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream w Route 1 DY 24690 300.00 20.10 120 0.301821 0'-0 12'-0 17-0 Pf 5.372 Pe Pv 101 180'-6 300.00 1.000 Hose( -1.000)(-1.750) 4 180'-6 6.372 PO(12'-0) ST 4.2600 300.00 6.75 120 0.021189 291-91/2 55'-3%2 347'-1 Pf 7.355 Pe 66.113 Pv 4 180'-6 6.372 3E(13'-2), BV(15'-91/2) 3 28'-0 79.839 ST 6.3570 300.00 3.03 120 0.003016 225.-11/2 193'-7Y2 418'-9 Pf 1.263 Pe 11.055 Pv 3 28'-0 79.839 8E(17'-7), BV(12'-7), CV(40'-3), S 1 7-6 92.158 Equiu l'`' yy¢¢yP)3 ° ' VcaiV6, and,;f tt[ti. e Rta.� . a .r.� •\' <•'�T:�.'t59,%-0:�';, 'Tf8$[Ue Mulbp)4CY `,i.j1;'-3i!".�". �:Y:T;•°N1; i Actual Inside Diameter 4 87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Stee Pipe Inside Diameter ) = Factor 5, .yp Y � � 1 ... -xg.�e 'J:11'-F'z'a • n,. ��' " + i ljn€��v- ,v �", M <.;' .. ` •'„s. _ ..._ ..'•4"I2"< �.Y.y...,.; Q. 3E `..C.<Lii1Cd ... �ik� .' `. �a, i'T 'Xax.;'. , 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 PP SP Sri Sprig ST Stand Pipe UG Under round 9 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 Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow ElE°ssure EE Eel 11'/< Ee2 22Y2° 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® VR11 v11.0.39.0 10/16/2015 5:17:31PM Page 4 @IB Job Number: 09015 Report Description: Ordinary Group I . ,...,.., s.. i .. ✓.J,S.q ; � a ., _., ,�r, .. ., ! ............... .,..,. .... i%,�sx::rm!.a .+,:%N '..;�: �:;.•SiP i . � )e'r` Job Number 09015 Oman Engineer KEVIN JENSEN Jab Name- WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cerfilicalon/License Number RELIAFP102L1 Address 2 TUKW ILA, WA 98188 AN1 City of Tukwila Address 3 Job Silo/Buildup :°.v •r : A,^�: .. °ye�'ue �, .I �.r. �'w,�✓;"°<-= <? ��">. oi.3;:'.j��.� . �. .. .. mp..:� •, . ?•H,.,,, ..r.< ,. <,: ,. �. ,,,. ,, x, r. .. ,. a-, ..,..��.,..!„.�.�,'.;vv.:. ;,,''�'! ,aa:ir.<a^: ;.;,�4 're. ,.i:\n�,;R;;.�,> „x „!$,.:i.,;�::1;w'%s�1''• .. >” Density 0.150gpm/ft2 Area of Appicalon 1950.00ft2 (Actual 2034.00ft2) Most Demanding Sprinkler Dab 5.6 K -Factor 14.82 at 7.000 Hose Streams 250.00 Coverage Per Sprinkler 92.56ft2 Number Of Sprinklers Calculated 24 System Pressure Demand 63.956 System Flow Demand 460.78 Tool Demand 710.78 @ 63.956 Pressure Result +46.551 (42.1%) .a:Ss �,; %s %9'iw-,�,`'\sa\' ✓Y ZtiF.• ,n^qn,^rk:'r'<' s;J{l,: ai, . sJ •• „`.. A.: SYS )'�A,ix�s.H';..,,;:'., ✓. .✓,. ....�-,..,...n.,':.1,!`>,, ..e..,r "'�', ..r,<'&. sE.'.<t'�'r,:.+."�%3.', , i.'�"�.�.�r.:.•��`''-' w'h,.r€r. �:: :" w. .. .s•a , u!ts �!, IX1:.v-., ?:rF,'':r' t .'N;;,: •.i'. •�. ,.....v,��`.�"':i':. ;' A'�.;. `1::=^!.'� �.�„ .:',i•'1. .,.< ._. .. Node Name Flow(gpm) Hose Flow(opm) Static(psi) Residual(psi) Identifier Pressure(psil K-Factor(K1 Flow(gpm) 142 Water Supply PRV 300.00 250.00 111.000 110.900 OUTLET et 1-1.0MAs,�'{..^ ' w 4 BIAS l� O 4, �w ;'{,, .z ifs c, En ..i, 48927 PO 'JS I'O)4. S`SIONAL. �: 4 >l % a1 • 1.' � 1 -1.841:64': '4F.s £lU riJtJilaV{�1f'1 1/VIDSOP xi \'^i•' :j'ii,�,'; '4 150 a WASHINGTON STATE +ewsow� CERTIFICATE OF COM!" ETE$CV • FIRE PROTECTION EPR*NKLER *Y$Tlh1 Kevin P. Jensen �'�s-C� ftLevel Reliance Fire 1' i Vt ion Inc R 1AFP I sl2LI 1 I 135 1�, -Static Pressure 111.000_ 106 1 1300.00 @ 110.900 _ m } 75 m = 111 60 460.78 hose 9 63. 956 _• = F. LI 45 710.78 wi h streams 30 Sys em demand curve 15 0 1111111111111111111111111111111 111111111 111111111 111111111 111111111 400 500 600 700 800 900 1000 Water flow, gpm gy, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:07:44PM Page 1 IN Job Number: 09015 Report Description: Ordinary Gr Water Supply at Node 142 150 135 120 Static Pressure 111.000 105 110.900 • 90 N a 75 Pi N to 12 a` 60 460.78 @ 63.956 710.78 with hose streams 45 / 30 System demand curve 15 0 ISI01111111 111111111 11111 11 1 111 1 1 1 I I 1 I I I 1 1 1 I I I I I I 1 1 1 I l f l l l l l l I I I I I I 1 1 I I I I 1 I I 1 I I X100 200 300 400 500 600 700 800 Water flow, gpm 900 1000 Hydmulc Graph Water Supply at Node 142 Stbc. Pressure 111.000 Residuat Pressure 110.900 @ 300.00 Available Pressure at Ilme of Test 110.507 @ 710.78 Syslem Demand 63.956 © 460.78 System Demand (Including Hnse abvence el Source) 63.956 @ 710.78 gA, ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:07:53PM Page 2 D illn%tV1Ci3S °=' .'�^"r. �, lilO=a£ i.«. «, '• Job Number: 09015 Report Description: Ordinary Group l Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) C> Sprinkler 101 14.82 13.88 5.6 7.000 Sprinkler 102 15.32 13.88 5.6 7.486 Sprinkler 103 15.43 13.88 5.6 7.594 Sprinkler 104 15.96 13.88 5.6 8.118 Sprinkler 105 17.18 13.88 5.6 9.414 Sprinkler 106 18.16 13.88 5.6 10.516 Sprinkler 107 19.21 13.88 5.6 11.761 Sprinkler 108 19.26 13.88 5.6 11.829 Sprinkler 109 19.68 13.88 5.6 12.349 Sprinkler 110 20.27 13.88 5.6 13.099 Sprinkler 111 18.87 13.88 5.6 11.357 Sprinkler 112 17.97 13.88 5.6 10.301 Sprinkler 113 17.16 13.88 5.6 9.390 Sprinkler 114 18.33 13.88 5.6 10.712 Sprinkler 115 18.53 13.88 5.6 10.954 Sprinkler 116 19.27 13.88 5.6 11.838 Sprinkler 117 21.29 13.88 5.6 14.452 Sprinkler 118 21.25 13.88 5.6 14.401 Sprinkler 119 20.95 13.88 5.6 13.994 Sprinkler 120 23.10 13.88 5.6 17.012 Sprinkler 121 20.52 13.88 5.6 13.425 Sprinkler 122 20.75 13.88 5.6 13.725 Sprinkler 123 21.56 13.88 5.6 14.816 Sprinkler 124 25.95 13.88 5.6 21.481 c,.,,' Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 10/30/2015 2:08:01 PM Page 3 ill �1a✓ <� ��� r1'�11�L e �rsa• Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Giro Route 1 DR 1.0490 14.82 5.50 100 0.104671 6'-2 Pf 1.392 101 12'-0 14.82 5.6 7.000 Sprinkler, 7-1%2 Pe -0.217 130 12'-6 8.175 T(3'-7), PO(3.-7) 13'-3%2 Pv BL 1.4420 30.14 5.92 100 0.082670 8'-6 Pf 0.703 130 12'-6 15.32 8.175 Flow (q) from Route 2 Pe 131 12'-6 8.878 8'-6 Pv BL 1.4420 61.53 12.09 100 0.309556 8'-0 Pf 4.117 131 12'-6 15.43 8.878 Flow (q) from Route 3 5'-31/2 Pe 132 12'-6 12.994 PO(5.-31/2) 13'-31/2 Pv CM 2.6350 135.33 7.96 100 0.070638 8'-2 Pf 0.577 132 12'-6 54.55 12.994 Flow (q) from Route 6 Pe 133 12'-6 13.571 8'-2 Pv CM 2.6350 155.01 9.12 100 0.090807 9'-8 Pf 0.878 133 12'-6 19.68 13.571 Flow (q) from Route 14 Pe 134 12'-6 14.450 9'-8 Pv CM 2.6350 175.28 10.31 100 0.113984 6'-3 Pf 1.383 134 12'-6 20.27 14.450 Flow (q) from Route 15 5'-101/2 Pe 135 12'-6 15.832 E(5'-101/2) 12'-11/2 Pv CM 2.6350 229.29 13.49 100 0.187342 4-8 Pf 0.874 135 12'-6 54.01 15.832 Flow (q) from Route 5 Pe 136 12'-6 16.707 4'-8 Pv CM 2.6350 250.58 14.74 100 0.220786 3'-11 Pf 0.867 136 12'-6 21.29 16.707 Flow (q) from Route 20 Pe 137 12'-6 17.574 3'-11 Pv CM 2.6350 306.71 18.04 100 0.320902 1'-3 Pf 0.398 137 12'-6 56.13 17.574 Flow (q) from Route 8 Pe 138 12'-6 17.971 1'-3 Pv CM 2.6350 348.91 20.53 100 0.407330 4'-2 Pf 1.697 138 12'-6 42.20 17.971 Flow (q) from Route 18 Pe 139 12'-6 19.669 4'-2 Pv CM 2.6350 372.00 21.89 100 0.458614 4-11 Pf 2.260 139 12'-6 23.10 19.669 Flow (q) from Route 22 Pe 140 12'-6 21.928 4-11 Pv CM 2.6350 434.82 25.58 100 0.612091 4-9 Pf 2.901 140 12'-6 62.82 21.928 Flow (q) from Route 16 Pe 141 12'-6 24.829 4-9 Pv CM 2.6350 460.78 27.11 100 0.681391 8'-6 Pf 5.797 141 12'-6 25.95 24.829 Flow (q) from Route 23 Pe 156 12'-6 30.627 8'-6 Pv CM 3.2600 460.78 17.71 100 0.241673 106.-11/2 Pf 29.995 156 12'-6 30.627 1T-111/2 Pe 3.335 142 4-91/2 63.956 124.-11/2 Pv 250.00 Hose Allowance At Source 142 710.78 G► Route 2 DR 1.0490 15.32 5.69 100 0.111379 1'-0 Pf 0.906 102 12'-0 15.32 5.6 7.486 Sprinkler, 7-11/2 Pe -0.217 130 12'-6 8.175 T(3'-7), PO(3.-7) 8'-1%2 Pv Go Route 3 DR 1.0490 15.43 5.73 100 0.112859 6'-2 Pf 1.501 103 12'-0 15.43 5.6 7.594 Sprinkler, 7'-1%2 Pe -0.217 131 12'-6 8.878 T(3'-7), PO(3.-7) 13'-332 Pv er Route 4 DR 1.0490 15.96 5.92 100 0.120053 1'-0 Pf 0.976 104 12'-0 15.96 5.6 8.118 Sprinkler, 7'-11/2 Pe -0.217 131 12'-6 8.878 T(3'-7), PO(3.-7) 8'-114 Pv OD Route 5 DR 1.0490 17.16 6.37 100 0.137350 7'-9 Pf 2.044 113 12'-0 17.16 5.6 9.390 Sprinkler, 7'-11/2 Pe -0.217 147 12'-6 11.217 T(3'-7), PO(3.-7) 14'-101/2 Pv BL 1.4420 17.16 3.37 100 0.029164 2'-101/2 Pf 0.084 147 12'-6 11.217 Pe 146 12'-6 11.301 2'-10%2 Pv BL 1.4420 35.13 6.90 100 0.109790 10'-8 Pf 1.171 146 12'-6 17.97 11.301 Flow (q) from Route 7 Pe 145 12'-6 12.472 10'-8 Pv BL 1.4420 54.01 10.61 100 0.243215 8'-6 Pf 3.361 145 12'-6 18.87 12.472 Flow (q) from Route 10 5'-31/2 Pe 135 12'-6 15.832 PO(5.-31/2) 13'-10 Pv IRO Route 6 ly © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:08:08PM Page 4 I9 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Eq. Length Total Length Pressure Summary BL 1.0490 17.18 6.38 100 0.137679 105 12'-6 17.18 5.6 9.414 Sprinkler 106 12'-6 10.516 8'-0 8'-0 Pf 1.101 Pe Pv BL 1.0490 35.34 13.12 100 0.522763 106 12'-6 18.16 5.6 10.516 Sprinkler, 143 12'-6 12.885 P0(3'-7) 0.-111/2 3'-7 4'-6%2 Pf 2.369 Pe Pv CM 2.6350 35.34 2.08 100 0.005892 143 12'-6 144 12'-6 12.885 12.920 5-111/2 5'-11 %2 Pf 0.035 Pe Pv CM 2.6350 54.55 3.21 100 0.013151 144 12'-6 19.21 12.920 Flow (q) from Route 11 132 12'-6 12.994 5'-8 5-8 Pf 0.075 Pe Pv ▪ Route 7 DR 1.0490 17.97 6.67 100 0.149631 112 12'-0 17.97 5.6 10.301 Sprinkler, 146 12'-6 11.301 T(3'-7), PO(3.-7) 1'-0 7'-11/2 8.-11/2 Pf 1.217 Pe -0.217 Pv ® Route 8 DR 1.0490 18.33 6.80 100 0.155142 114 12'-0 18.33 5.6 10.712 Sprinkler, 148 12'-6 11.756 T(3'-7), PO(3'-7) 1'-0 7.-11/2 5-11/2 Pf 1.261 Pe -0.217 Pv BL 1.4420 18.33 3.60 100 0.032942 148 12'-6 11.756 149 12'-6 12.025 8'-2 8'-2 Pf 0.269 Pe Pv BL 1.4420 36.86 7.24 100 0.119995 149 12'-6 18.53 12.025 Flow (q) from Route 9 150 12'-6 13.005 8'-2 8'-2 Pf 0.980 Pe Pv BL 1.4420 56.13 11.03 100 0.261214 150 12'-6 19.27 13.005 Flow (q) from Route 13 137 12'-6 17.574 P0(5'-31/2) 12'-2%2 5-3%2 17'-6 Pf 4.568 Pe Pv o Route 9 DR 1.0490 18.53 6.88 100 0.158390 115 12'-0 18.53 5.6 10.954 Sprinkler, 149 12'-6 12.025 T(3'-7), PO(3.-7) 1'-0 T-11/2 8.-11/2 Pf 1.288 Pe -0.217 Pv w Route 10 DR 1.0490 18.87 7.01 100 0.163 769 111 12'-0 18.87 5.6 11.357 Sprinkler, 145 12'-6 12.472 T(3'-7), PO(3'-7) 1,-0 7.-11/2 8.-11/2 Pf 1.331 Pe -0.217 Pv • Route 11 DR 1.0490 19.21 7.13 100 0.169156 107 12'-0 19.21 5.6 11.761 Sprinkler, 144 12'-6 12.920 T(3'-7), PO(3.-7) 1'-0 7'-11/2 8.-11/2 Pf 1.375 Pe -0.217 Pv i+i Route 12 DR 1.0490 19.26 7.15 100 0.170050 108 12'-0 19.26 5.6 11.829 Sprinkler, T(3'-7), PO(3'-7) 132 12-6 12.994 1'-0 7.-11/2 Pf 1.383 Pe -0.217 Pv w Route 13 DR 1.0490 19.27 7.15 100 0.170180 116 12'-0 19.27 5.6 11.838 Sprinkler, 150 12'-6 13.005 T(3'-7), PO(3'-7) 1'-0 7.-11/2 8.-11/2 Pf 1.384 Pe -0.217 Pv CD Route 14 DR 1.0490 19.68 7.31 100 0.176963 109 12'-0 19.68 5.6 12.349 Sprinkler, 133 12'-6 13.571 T(3'-7), PO(3'-7) 1'-0 7-11/2 8.-11/2 Pf 1.439 Pe -0.217 Pv w Route 15 DR 1.0490 20.27 7.52 100 0.186870 110 12'-0 20.27 5.6 13.099 Sprinkler, 134 12'-6 14.450 T(3'-7), PO(3'-7) 1'-3 7'-11/2 8'-4%2 Pf 1.568 Pe -0.217 Pv Route 16 DR 1.0490 20.52 7.62 100 0.191180 121 12'-0 20.52 5.6 13.425 Sprinkler, T(3'-7), PO(3'-7) 153 12'-6 14.763 8'-11/2 Pf 1.554 Pe -0.217 Pv BL 1.4420 20.52 4.03 100 0.040594 153 12'-6 14.763 154 12'-6 15.094 8'-2 8'-2 Pf 0.332 Pe Pv BL 1.4420 41.27 8.11 100 0.147845 154 12'-6 20.75 15.094 Flow (q) from Route 17 155 12'-6 16.302 8'-2 8'-2 Pf 1.207 Pe Pv BL 1.4420 62.82 12.34 100 0.321710 155 12'-6 21.56 16.302 Flow (q) from Route 21 140 12'-6 21.928 P0(5-31/2) 12'-2%2 5'-3%2 17'-6 Pf 5.626 Pe Pv Route 17 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:08:08PM Page 5 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Eq. Length Total Length Pressure Summary DR 1.0490 20.75 7.70 100 0.195122 122 154 12'-6 12'-0 20.75 5.6 13.725 Sprinkler, T(3'-7), PO(3'-7) 15.094 1'-0 7.-11/2 8.-11/2 Pf 1.586 Pe -0.217 Pv tit Route 18 DR 1.0490 20.95 7.78 100 0.198658 119 12'-0 20.95 5.6 13.994 Sprinkler, 151 12'-6 15.392 T(3'-7), PO(3'-7) 1'-0 7.-1% 8.-11/2 Pf 1.615 Pe -0.217 Pv BL 1.4420 20.95 4.12 100 0.042181 151 12'-6 152 12'-6 15.392 15.842 10'-8 10'-8 Pf 0.450 Pe Pv BL 1.4420 42.20 8.29 100 0.154099 152 138 12'-6 12'-6 21.25 15.842 Flow (q) from Route 19 17.971 PO(5'-31/2) 8'-6 5'-3%z 13'-10 Pf 2.129 Pe Pv GO Route 19 DR 1.0490 21.25 7.89 100 0.203991 118 12'-0 21.25 152 12'-6 5.6 14.401 Sprinkler, 15.842 T(3'-7), PO(3'-7) 7.-11/2 8.-11/2 Pf 1.658 Pe -0.217 Pv ow Route 20 DR 1.0490 21.29 7.90 100 0.204668 117 12'-0 136 12'-6 21.29 5.6 14.452 Sprinkler, 16.707 T(3'-7), E(1'-5), PO(3'-7) 3'-6 8.-6%z 12'-1 Pf 2.471 Pe -0.217 Pv Route 21 DR 1.0490 21.56 8.00 100 0.209428 123 12'-0 21.56 5.6 14.816 Sprinkler, 155 12'-6 16.302 T(3'-7), PO(3.-7) 1.-0 T-11/2 8.-11/2 Pf 1.703 Pe -0.217 Pv ® Route 22 DR 1.0490 23.10 8.57 100 0.237989 120 12'-0 23.10 5.6 17.012 Sprinkler, 139 12'-6 19.669 T(3'-7), E(1'-5), PO(3'-7) 3'-6 8'-6%z 12'-1 Pf 2.873 Pe -0.217 Pv w Route 23 DR 1.0490 25.95 9.63 100 0.295294 124 141 12'-0 12'-6 25.95 5.6 21.481 24.829 Sprinkler, T(3'-7), E(1'-5), PO(3'-7) 3'-6 8'-6'/z 12'-1 Pf 3.565 Pe -0.217 Pv Asa rigs' Cr 0 a F * j Actual Inside Diameter 4.e7 = Factor Schedule 40 Steel Pipe Inside Diameter Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:08:08PM Page 6 0 iIB Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss 1 Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary 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 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 DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN ff 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 111/4° Elbow 22%2° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap 6jt, ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:08:08PM Page 7 11a Job Number: 09015 Report Description: Ordinary Grouo I .. ": "^,s> 5II55eeJ!'k'�»'' .. �,•q :%' ':�„%;; "•l# r%"F:;",. „ iid t''a.i�35�,. rF}:yyr:,:.i„z". N:..e., r �a i•,^bx..�;..6�.:;N. "'%fY, -<K •� 9 Se,'fix sari><P✓`;"";.: .: s, ,: .. ,. x ,,.z � .,.... Job Number 09015 Design Engineer KEVINJENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E Stab CerificaioMicense Number RELIAFP102L1 Addreee 2 TUKWILA, WA 98188 AW City of Tukwila Address 3 Job Sdel9 lding i..a,ss��'','yyh3EB'3'q',,o%,.�xr,r� �yy .�., ti.%)r7�; i.'">Cn?.Js>s'4'u^e ;n?'R€ , ... - .,.„;; E,x: k '> ®; "� sm,.,., ..., . ..,, ,`rJ . .,., . ,„, .e, .............. .., ,,. ..:r<?». wh ” ,l”, • P F ;71i5 ,..� ,•.f. i :%^7+�.E•?5;.; Densly 0.150gpm/ft2 Area of Appica6on 970.00ft2 (Actual 1103.63ft2) Most Demanding Sprinkler Dab 5.6 K -Factor 19.50 at 12.125 Hose Streams 250.00 Cosarage Per Sprinkler 130.00ft2 Number Of Spin Calculated 12 Syabm Pressure °errand 72.006 Syebm Fbw Demand 248.65 Total Demand 498.65 @ 72.006 Pressure Result +38.738 (35.0%) r, q F :;, ,',: , s,.a ro;l�,'..fir; .,?q"r ",?r%' ,,.. :. � .rt.f';; ' ori" i:f 'k �'��`'<C�i. !,•<'' 3=''G1f"> e+A3 s, 'a:°r' €•" .:.vp+ Ff j:,':c , .:,X, �.,y,.. Tie�7dk<S7sS I�,r . '3<�frs..,;,nx'S�'..YY`3F.tSF". y."4 :x�.ro 5: �:,;'• Y, :'�e� .. 'mss Node Name Flow(gom) Hose Flow(goml Static(osi) Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(aoml 226 Water Supply PRV 300.00 250.00 111.000 110.900 OUTLET OMAS Irl., ''S,WAS 4w 0� �lt4, 11?",,,, 4 ^Y I" I CIC.� 48927 K) .'�' �IJin�' '':' IONAI.Jb ". / `�` a ,:. ,,p �;?..;:; ifN 3Q0>00, {I•.`,„r, ... WASHINGTON RiAiE .e�..+�..s 11 CERTIFICATE ifi O t#ilii F COMPETENCY 1 FIRE P OTECTIQ* $Plt4 K IER$V MS 11 Kevin P. Jensen �h��iJ'+1ir�y,,1�i�i Reliance Fire Protection, Inc R . `-102L1 1 1 150 135 120 I".■■■--- I"..■■�-- tatic Pressure 111.000 ___ inn .00 ft 110.900 m� 105 90 fli �, 111 I1 48 65 72 ++ ■��� 111111111.1 u-..0 1 11 498.65 with hose streams """"i In n 8 Il IO all LI LLWILUI Iystem nil” demand curve IIIII .1-- Mill I1 i,, 11111 TER7 �2a_ 300 500 700 800900 1 600 Water now, gpm ©M.E.P.CAD, Inc. 111 AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:17:38PM Page 1 Job Number: 09015 Report Description: Ordinary Group I Water Supply at Node 226 150 135 120 Static Pressure 111.000 105 00.00 @ 110.900 90 .w a El 75 N 2 a 60 248.65 @ 72.006 98.65 with hose streams 45 30 ystem demand curve 15 i 0-1)111111111111111111 111111111 111111111 111111111 111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Rydmufc Gm. Water Supply at Node 226 Static Pressure 111.000 Residuat Pressure 110.900 @ 300.00 Available Pressure at Time of Test 110.744 @ 498.65 Sysbm Demand 72.006 @ 248.65 Sysbm Dema. (lectdeq was Allowance et Source) 72.006 @ 498.65 © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:17:47PM Page 2 Ig ll O N 1L� eVic p "lgi1iL} W` Job Number: 09015 Report Description: Ordinary Group I Device Actual Flow (qpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) 1 c. Sprinkler 201 19.50 19.50 5.6 12.125 Sprinkler 202 20.05 19.50 5.6 12.824 Sprinkler 203 20.31 19.50 5.6 13.150 Sprinkler 204 20.78 19.50 5.6 13.769 Sprinkler 205 20.54 19.50 5.6 13.451 Sprinkler 206 20.71 19.50 5.6 13.682 Sprinkler 207 20.50 19.50 5.6 13.404 Sprinkler 208 20.32 19.50 5.6 13.160 Sprinkler 209 21.42 19.50 5.6 14.629 Sprinkler 210 21.61 19.50 5.6 14.898 Sprinkler 211 22.31 19.50 5.6 15.876 Sprinkler 212 20.59 19.50 5.6 13.519 cl> Most Demanding Sprinkler Data .E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:17:56PM Page 3 111 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings +® Route 1 DR 1.0490 19.50 7.24 120 0.124177 2'-4 Pf 1.159 201 12'-6 19.50 5.6 12.125 Sprinkler, 7'-0 Pe -0.145 220 12'-10 13.140 E(2'-0), PO(5'-0) 9'-4 Pv BL 1.4420 19.50 3.83 120 0.026367 9'-0 Pf 0.237 220 12'-10 13.140 Pe 221 12-10 13.377 9'-0 Pv BL 1.4420 39.55 7.77 120 0.097565 9'-0 Pf 0.878 221 12-10 20.05 13.377 Flow (q) from Route 2 Pe 222 12-10 14.255 9'-0 Pv BL 1.4420 59.86 11.76 120 0.209998 0'-11 Pf 1.757 222 12-10 20.31 14.255 Flow (q) from Route 3 7'-5 Pe 223 12-10 16.013 PO(7'-5) 8'-41/2 Pv CM 2.1570 183.30 16.09 120 0.234241 11-3 Pf 2.635 223 12'-10 82.07 16.013 Flow (q) from Route 4 Pe 224 12-10 18.648 11-3 Pv CM 2.1570 248.65 21.83 120 0.411753 87'-111/2 Pf 48.519 224 12-10 65.35 18.648 Flow (q) from Route 10 29'-10%2 Pe 1.012 225 10'-6 68.178 T(12-3%2), 2E(6'-2), fE(5-3Y2) 117'-10 Pv CM 2.6350 248.65 14.63 120 0.155341 6'-6 Pf 1.010 225 10'-6 68.178 Pe 2.818 226 4'-0 72.006 6'-6 Pv 250.00 Hose Allowance At Source 226 498.65 ii, Route 2 DR 1.0490 20.05 7.44 120 0.130782 0'-4 Pf 0.698 202 12-6 20.05 5.6 12.824 Sprinkler, 5'-0 Pe -0.145 221 12'-10 13.377 PO(5'-0) 5'-4 Pv GP Route 3 DR 1.0490 20.31 7.54 120 0.133857 2-4 Pf 1.249 203 12-6 20.31 5.6 13.150 Sprinkler, 7'-0 Pe -0.145 222 12-10 14.255 E(2'-0), PO(5'-(21) 9'-4 Pv +I Route 4 DR 1.0490 20.32 7.54 120 0.133952 0'-4 Pf 0.714 208 12-6 20.32 5.6 13.160 Sprinkler, 5'-0 Pe -0.145 231 12'-10 13.730 PO(5-0) 5'-4 Pv BL 1.4420 20.32 3.99 120 0.028442 9'-0 Pf 0.256 231 12-10 13.730 Pe 230 12'-10 13.986 9'-0 Pv BL 1.4420 40.82 8.02 120 0.103411 8'-1 Pf 1.602 230 12-10 20.50 13.986 Flow (q) from Route 5 7'-5 Pe 229 12'-10 15.589 PO(T-5) 15-6 Pv CM 2.1570 82.07 7.21 120 0.052972 8'-0 Pf 0.424 229 12'-10 41.25 15.589 Flow (q) from Route 6 Pe 223 12'-10 16.013 8'-0 Pv 4ii► Route 5 DR 1.0490 20.50 7.61 120 0.136246 0'-4 Pf 0.727 207 12'-6 20.50 5.6 13.404 Sprinkler, ' 5'-0 Pe -0.145 230 12'-10 13.986 PO(5-0) 5'-4 Pv w Route 6 DR 1.0490 20.54 7.62 120 0.136689 0'-4 Pf 0.729 205 12-6 20.54 5.6 13.451 Sprinkler, 5'-0 Pe -0.145 227 12-10 14.036 PO(5-0) 5'-4 Pv BL 1.4420 20.54 4.03 120 0.029023 8'-4 Pf 0.242 227 12'-10 14.036 Pe 228 12'-10 14.278 8'-4 Pv BL 1.4420 41.25 8.10 120 0.105456 5-0 Pf 1.311 228 12'-10 20.71 14.278 Flow (q) from Route 8 7'-5 Pe 229 12'-10 15.589 PO(T-5) 12-5 Pv UP Route 7 DR 1.0490 20.59 7.64 120 0.137328 0'-4 Pf 0.732 212 12'-6 20.59 5.6 13.519 Sprinkler, 5'-0 Pe -0.145 236 12-10 14.107 PO(5'-0) 5'-4 Pv BL 1.4420 20.59 4.05 120 0.029159 9'-0 Pf 0.262 236 12'-10 14.107 Pe 232 12-10 14.370 9'-0 Pv BL 1.4420 41.37 8.13 120 0.106016 8'-1 Pf 1.643 232 12'-10 20.78 14.370 Flow (q) from Route 9 7'-5 Pe 223 12-10 16.013 PO(7'-5) 15'-6 Pv iiiii Route 8 gA, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:18:04PM Page 4 111 Job Number: 09015 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K-Factor Pt Pn Fittings DR 1.0490 20.71 7.69 120 0.138852 0'-4 5'-0 5'-4 Pf 0.741 Pe -0.145 Pv 206 12'-6 20.71 228 12'-10 5.6 13.682 14.278 Sprinkler, PO(5.-0) Route 9 DR 10490 20.78 7.71 120 0.139675 0'-4 5'-0 5'-4 Pf 0.745 Pe -0.145 Pv 204 12'-6 20.78 232 12'-10 5.6 13.769 14.370 Sprinkler, PO(5.-0) ®r Route 10 DR 1.0490 21.42 7.95 120 0.147723 0'-4 5'-0 5'-4 Pf 0.788 Pe -0.145 Pv 209 12'-6 21.42 233 12'-10 5.6 14.629 15.272 Sprinkler, PO(5.-0) BL 1.4420 21.42 4.21 120 0.031366 9'-0 9'-0 Pf 0.282 Pe Pv 233 12'-10 234 12'-10 15.272 15.555 BL 1.4420 43.03 8.45 120 0.114035 9'-0 9'-0 Pf 1.026 Pe Pv 234 12'-10 21.61 235 12'-10 15.555 16.581 Flow (q) from Route 11 BL 1.4420 65.35 12.84 120 0.246975 0'-11 7'-5 8.-41/2 Pf 2.067 Pe Pv 235 12'-10 22.31 224 12'-10 16.581 18.648 Flow (q) from Route 12 PO(7.-5) Oil Route 11 DR 1.0490 21.61 8.02 120 0.150233 0'-4 5'-0 5'-4 Pf 0.801 Pe -0.145 Pv 210 12'-6 21.61 234 12'-10 5.6 14.898 15.555 Sprinkler, PO(5'-0) A Route 12 DR 1.0490 22.31 8.28 120 0.159332 0'-4 5'-0 5'-4 Pf 0.850 Pe -0.145 Pv 211 12'-6 22.31 235 12'-10 5.6 15.876 16.581 Sprinkler, PO(5'-0) % ai It i e fives €tl , t=%. % I % :' ' ' ` v f . , Yom» Actual Inside Diameter l4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter / ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:18:04PM Page 5 0 111 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary 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 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 DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PA/ 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 111/4° Elbow 22Y2° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:18:04PM Page 6 rain C OVOTY! Job Number: 09015 Report Description: Ordinary Grouo I Ab�yn3 ,✓i^, ✓ »j,/ Jt,•:r'>j,.3Y,,, `";F,• ' y�,ir"..:.:, < . ..k.. v' s'•a'� ; 5,.. , a .R.tm i"���-•'y.¢. � ^ . ,,... , i+,y „/ '3„lr§;'E; :. »'�.� ,a �;ti"� .. uora: ;r=".s''.�.:;e ri,<<;,.; :' ^::y'y.�,• .,:5`.,a'�°'" ✓ a Job Number 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E Sbte CerbrcaloMicense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AHI City of Tukwila Address J Job SIM/Build, -oPY.l i? ;'A„w ,, r&'eZ4/s; "3; iyj„'• ;Fy'C :,, s�,a�Y?'x ,^sem '.t... g,..-;.✓., ,x'ti:'sy.y,jx'3, i."Yrs n.:>. ;.;.../.r,,.:, y Systems r;;; i > C, o �•', , • w h>;, ,I.�: . ,:&;;,^f ;, µ `:-•5:+`ti"' '✓;/:•c✓' ... .< "E.'iisi ^�,.ti�°' ,,,, .,. )•✓ i5; t`on" ;." ..:�%/✓a ., y,F"p.,,i4"„ . Y „ i:�: ,,,. ., • ax5? s;., Density 0.150gpm/ft2 Area of Applcafon 935.0082 (Actual 995.52ft2) Most Demanding Sprinkler Dab 5.6 K -Factor 18.00 at 10.332 Hose Streams 250.00 Coverage Per Sprin0br 120.0082 Number Of Srrmldon Calculated 11 System Pressure Demand 67.697 System Flow Demand 224.76 Total Demand 474.76 @ 67.697 Pressure Result +43.069 (38.9%) s��� M' .,.., a�� ..., t' • , v,� :f.�s<.5:'�m•.>r>'. ^ .. �'i)"kk'Y,"�� i1�«�'�It� a;>ues e,..>Ks::... `a.:'� ' •. rd ter , , �� � �'",..''.. <•,�9:; , Node Name Flow(opm) Hose Flow(aom) Static(osi) Residual(osil Identifier Pressure(psi) K-Factor(K) Flom/loom) 327 Water Supply PRV 300.00 250.00 111.000 110.900 OUTLET �f 0 Asl., . VIAS iv ,e4 44 H �'4, t 489 -N 46GISTOX 1G .. 10 Al, ‘ 0, i ,. s." _.;:�., „ ,>. ye > ' `si£pply .H¢. A. �7;7. ...:, ,,^��,•>.s.4>aw%.• � ,.a iii s . a.:` ,. ' yam, SS,. Nov PRV t (.i't l t I�i&1 th f3it ,d0, 4 flat' i.00a,- f'#E1' e*Ts,: -, �,., . , .. n,, s t a ,. 150 j WASHINGTON STATE lsww> i I CERTIFICATE OF COMPETENCY I FIRE PROTECTION SPRINKLER TITIITEYI I Kevin P. Jensen 1120 3 Reliance Relian ' Fire �tec�, Inc R IN:P1 LI I — 5 135 :Static Pressure 111.000_ 1300.00 @ 110.900 105 E. 11.11.15 O $N1lt = 75 = a 60 = 224.76 @ 67.697 wl 474.76 with hose streams 45 2 — 30 n ystem demand curve 15 - P111111111111111 1111111/1 111111111 111111111 111111 1 1 1 111 1 11 1 11 11 1 1 1 1 1 1 1 0 (0300 4°C) 500 6°° 700 800 900 1000 Water flow, gpm ©M.E.P.CAD, Inc. 111 AutoSPRINK® VR11 v11.0.39.0 10/30/2015 1:35:54PM Page 1 Job Number: 09015 Report Description: Ordinary Gr Water Supply PRV OUTLET at Node 327 150 135 120 S atic Pressure 111.000 • 105 "300.00 @ 110.900 90 •0 Q 75 3 N 0 E224.76 60 @ 67.697 474.76 with hose streams 45 30 ystem demand curve 15 I I I I WI I I I I I 111111111 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I 1 I 0I Q100 200 300 400 500 600 700 Water flow, gpm 800 900 1000 1lydreufc Graph Water Supply PRV OUTLET at Node 327 SttIc. Pressure 111.000 Residuat Pressure 110.900 @ 300.00 Available Pressure at lima W Test 110.766 @ 474.76 System Demand 67.697 @ 224.76 System Demand (Inc dInp Hose Nlaaance at Source) 67.697 @ 474.76 k„ © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 1:36:17PM Page 2 ill„. . urtair>Ii>>% a i{i.��p+�►�^i)Cil3#Qirw� Job Number: 09015 Report Description: Ordinary Group I Device Actual Flow (Alm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) 14> Sprinkler 301 18.00 18.00 5.6 10.332 Sprinkler 302 18.78 18.00 5.6 11.242 Sprinkler 303 18.59 18.00 5.6 11.016 Sprinkler 304 19.78 18.00 5.6 12.477 Sprinkler 305 20.62 18.00 5.6 13.560 Sprinkler 306 21.41 18.00 5.6 14.619 Sprinkler 307 20.71 18.00 5.6 13.683 Sprinkler 308 20.85 18.00 5.6 13.868 Sprinkler 309 21.35 18.00 5.6 14.538 Sprinkler 310 22.20 18.00 5.6 15.722 Sprinkler 311 22.46 18.00 5.6 16.079 c. Most Demanding Sprinkler Data 6A, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 1:36:53PM Page 3 M E P . CA D , Inc. 5 A u toS PRIN KO VR11 y11.0.39.0 10/30/2015 1:37:02PM Page 4 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Route 1 BL 10490 18.00 6.68 120 0.107085 9.-4 31.-0 40.-4 Pf 4.320 Pe -0.578 Pv 301 11.-6 18.00 5.6 10.332 Sprinkler, 320 12-10 14.074 E(2-0), P0(5.-0), fd(24.-0) BL 1.4420 18.00 3.54 120 0.022738 0.-9 0.-9 Pf 0.017 Pe 0.000 Pv 320 12-10 14.074 321 12.-10 14.091 BL 1.4420 36.78 7.22 120 0.085270 10.-11 10.-11 Pf 0.931 Pe -0.000 Pv 321 12.-10 18.78 14.091 Flow (q) from Route 3 322 12-10 15.022 BL 1.4420 55.36 10.88 120 0.181739 3'-7 3-7 Pf 0.650 Pe 0.000 Pv 322 12.-10 18.59 15.022 Flow (q) from Route 2 323 12.-10 15.672 BL 1.4420 75.14 14.76 120 0.319812 5.-6 7-5 12-11 Pf 4.134 Pe -0.000 Pv 323 12.-10 19.78 15.672 Flow (q) from Route 4 324 12.-10 19.806 P0(7.-5) CM 2.6350 117.18 6.89 120 0.038620 3.-0 3'-0 Pf 0.116 Pe Pv 324 12-10 42.03 19.806 Flow (q) from Route 5 325 12.-10 19.922 CM 2.6350 139.38 8.20 120 0.053239 3'-6 3'-6 Pf 0.186 Pe Pv 325 12.-10 22.20 19.922 Flow (q) from Route 10 326 12.-10 20.108 CM 2.6350 224.76 13.22 120 0.128862 260.-0 8Z-41/2 342.-4'/2 Pf 44.121 Pe 3.468 Pv 326 12-10 62.92 20.108 Flow (q) from Route 6 327 4.-10 67.697 6E(8'-3), 2T(16. -5'A), S 250.00 Hose Allowance At Source 327 474.76 go Route 2 BL 10490 18.59 6.90 120 0.113630 9'-4 31-0 40.-4 Pf 4.584 Pe -0.578 Pv 303 11-6 18.59 5.6 11.016 Sprinkler, 322 12-10 15.022 E(2-0), P0(5.-0), fd(24.-0) Route 3 DR 10490 18.78 6.97 120 0.115788 0.-7 29.-0 29.-7 Pf 3.426 Pe -0.578 Pv 302 11.-6 18.78 5.6 11.242 Sprinkler, 321 12.-10 14.091 P0(5.-0), fd(24.-0) Gib Route 4 DR 10490 19.78 7.34 120 0.127505 0.-7 29.-0 29.-7 Pf 3.773 Pe -0.578 Pv 304 11.-6 19.78 5.6 12.477 Sprinkler, 323 12.-10 15.672 PO(5'-0), fd(24.-0) ii• Route 5 BL 10490 20.62 7.66 120 0.137711 94 31.-0 40.-4 Pf 5.556 Pe -0.578 Pv 305 11.-6 20.62 5.6 13.560 Sprinkler, 329 12.-10 18.538 E(2-0), P0(5.-0), fd(24.-0) BL 1.4420 42.03 8.26 120 0.109179 4.-21/2 7'-5 11.-7'A Pf 1.269 Pe Pv 329 12.-10 21.41 18.538 Flow (q) from Route 9 324 12.-10 19.806 P0(7'-5) flab Route 6 DR 10490 20.71 7.69 120 0.138867 0'-7 29.-0 29-7 Pf 4.109 Pe -1.228 Pv 307 10-0 20.71 5.6 13.683 Sprinkler, 330 17-10 16.564 P0(5.-0), fd(24.-0) BL 1.4420 20.71 4.07 120 0.029486 8'-0 8.-0 Pf 0.236 Pe Pv 330 12.-10 16.564 331 12.-10 16.800 BL 1.4420 41.57 8.17 120 0.106959 8.-0 8.-0 Pf 0.856 Pe Pv 331 12.-10 20.85 16.800 Flow (q) from Route 7 332 12.-10 17.656 BL 1.4420 62.92 12.36 120 0.230285 3.-21/2 7.-5 10.-8 Pf 2.453 Pe Pv 332 12.-10 21.35 17.656 Flow (q) from Route 8 326 12.-10 20.108 P0(7.-5) OP Route 7 DR 10490 20.85 7.74 120 0.140599 0'-7 29-0 29-7 Pf 4.161 Pe -1.228 Pv 308 10.-0 20.85 5.6 13.868 Sprinkler, 331 12-10 16.800 P0(5.-0), fd(24.-0) Route 8 DR 10490 21.35 7.93 120 0.146872 0'g 29-0 29.-7 Pf 4.346 Pe -1.228 Pv 309 10.-0 21.35 5.6 14.538 Sprinkler, 332 12-10 17.656 P0(5'-0), fd(24.-0) 4iiiik Route 9 DR 10490 21.41 7.95 120 0.147633 0'-7 29-0 29-7 Pf 4.369 Pe -0.578 Pv 306 11.-6 21.41 5.6 14.619 Sprinkler, 328 12.-10 18.410 P0(5.-0), fd(24.-0) M E P . CA D , Inc. 5 A u toS PRIN KO VR11 y11.0.39.0 10/30/2015 1:37:02PM Page 4 ilitiOfa,ti ii"-,xAi' oili'a "`i%1 : 1@e� Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.4420 21.41 4.21 120 0.031347 4'-1 4'-1 Pf 0.128 Pe -0.000 Pv 328 12'-10 18.410 329 12'-10 18.538 Q Route 10 BL 1.0490 22.20 8.24 120 0.157909 3'-412 31'-0 34'-412 Pf 5.428 Pe -1.228 Pv 310 10'-0 22.20 5.6 15.722 Sprinkler, 325 12'-10 19.922 E(2'-0), PO(5'-0), fd(24'-0) Iii. Route 11 DR 1.0490 22.46 8.34 120 0.161221 0'-7 29'-0 P9'-7 Pf 4.771 Pe -1.228 Pv 311 10'-0 22.46 5.6 16.079 Sprinkler, 333 12'-10 19.622 PO(5'-0), fd(24'-0) BL 1.4420 22.46 4.41 120 0.034232 6'-912 7'-5 14'-212 Pf 0.487 Pe Pv 333 12'-10 19.622 PO(7'-5) 326 12'-10 20.108 , ... Egttiy teed Pipe Lengths pf Vafves and Fittings (C="1 fl o y ; , " C V )pie, Multiplier , 487 ( Actual Inside Diameter \ Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J = Factor Type Legend - .. Units"end , s; ; .. •.„ , ^" l itbng5 Leeilsi " 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 9 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 Tum 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 22Y2° 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 LIE 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® VR11 v11.0.39.0 10/30/2015 1:37:02PM Page 5 Job Number: 09015 Report Description: Residential Job.. Job Number 09015 Dawn Engineer KEVIN JENSEN Job Name' WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State CermcaboNLicanse Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AW City of Tukwila Address 3 Job SitISUNding SyStern .Yzro r` Density 0.100gpm/ft2 area or JwPtcaran 4 Heads Moet Demanding Sprinkler Data 4.2 K -Factor 21.00 at 25.000 Hose Steams 100.00 Coverage Per Spnnkler 210.00ft2 Number Of Sprmldere Calculated 4 System Pressure Demand 92.072 System Fbw Demand 100.16 Tobl Demand 200.16 @ 92.072 Pressure Result +16.881 (15.5%) Node Name Flow(aoml Hose Flow(opml Static(psi) Residual(osil Identifier Pressure(psi) K-Factor(Kt Flow(epm) 417 Water Supply PRV 300.00 100.00 109.000 108.900 OUTLET } ®MAS ... 1 ;,tk . _A `SAS 11 , . ; ft 4E� 48� 9 ISI ' © SIONAI., , ,, '%i,,, ;�,,.: ;-, .. ,, - ;.,;;.�.�_•. � •... �.. °fNSi;i'RYA±L,iW'i.�#4ode417:�,fl€�:;Q:�ittt}J.�iQ0„1Ui�.��}::=6 'PRY: ACA I".■■■--- I"..�■-.- tatic Pressure 109.000 �rsRawMwOaraaWWMO•WWWWa lmawrw.wag � IFIC/��y,aWASH 1 CERTIFICATECOMPETENCY SfS r FIRE i'>•llG•6C•!ON SPRR'•liER SFa1iSIS Kevin P. Jensen -C Level 3 �y,,��a,# Relies Fire P otact f Inc Ri �1O2LI � ■� .>i�c• i.(ifi 108.. �y 1100.16 92.072 �- , psi fn uiluuLL 11 200.16 with hose streams .� I III w��r �a�� System 111 II 1111111111111111111111111111111111111 demand 111111111111111111111111111 curve ■�-- MIMI v a0Q300 ° 500 700 800 900 1000 Water flow, gpm j, ©M.E.P.CAD, Inc. 113 AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:06:25PM Page 1 Hydraulic ;( ash Remote.. Are Job Number: 09015 Report Description: Residential Water Supply PRV OUTLET at Node 417 150 135 120 Static Pressure 109.000 ' 105 — '300.00 @ 108.900 100.16 --op @ 92.072 90 .N Q 75 200.16 with hose streams 1 N N W 0 60 45 System demand curve 30 15 0 IWMI 111111111 1111111 1 1 )111'1 111 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 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Water Supply PRV OUTLET at Node 417 State Pressure 109.000 Reeduat Pressure 108.900 @ 300.00 Ayaibble Pressure at lime of Tent 108.953 @ 200.16 System Demand 92.072 @ 100.16 System Demand (ImcbGny Hese Albwauce et Source) 92.072 @ 200.16 k,©M.E.P.CAD, Inc. AutoSPRINK© VR11 v11.0.39.0 10/30/2015 3:06:41 PM Page 2 ill Su, lltI1Yi31 j% Q Q(I QW ing Q@iii 5` rno r t +' Job Number: 09015 Report Description: Residential Device Actual Flow (qpm) Minimum Flow (qpm) K-Factor (K) Pressure (psi) Et- Sprinkler 401 21.00 21.00 4.2 25.000 Sprinkler 402 25.58 21.00 4.9 27.262 Sprinkler 403 21.49 21.00 4.2 26.186 Sprinkler 404 32.08 21.00 4.9 42.860 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:06:51 PM Page 3 ill Hydraulic'"AnatysiS Remote Area 4. Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream 4111, Route 1 BL 11010 21.00 7.08 150 0.074468 7'-10%2 8'-0 15'-10%2 Pf 1.181 Pe Pv 401 26'-111/2 21.00 4.2 25.000 Sprinkler, 410 26'-111/2 26.181 E(7'-0), Tr(1-0) BL 1.1010 46.58 15.70 150 0.325171 0'-6 1'-0 1'-6 Pf 0.488 Pe Pv 410 26'-11%2 25.58 26.181 Flow (q) from Route 3 411 26'-111/2 26.669 Tr(1'-0) BL 1.1010 68.08 22.94 150 0.656016 13'-4 14'-0 27'-4 Pf 17.920 Pe Pv 411 26.-11% 21.49 26.669 Flow (q) from Route 2 412 26'-11%2 44.589 2E(7'-0) BL 1.1010 100.16 33.75 150 1.340040 6'-71/2 2'-0 8'-7%2 Pf 11.536 Pe Pv 412 26'-11%2 32.08 44.589 Flow (q) from Route 4 413 26'-11%2 56.124 Tr(1'-0), cplg(1'-0) BL 1.0490 100.16 37.18 120 2.562883 4'-7 5'-0 9'-7 Pf 24.565 Pe Pv 413 26'-111/2 56.124 PO(5.-0) 414 26'-111/2 80.689 CM 2.1570 100.16 8.79 120 0.076569 19'-71/2 19'-71/2 Pf 1.504 Pe Pv 414 26'-111/2 80.689 415 26'-111/2 82.193 CM 2.1570 58.16 5.11 120 0.028009 66'-10 66'-10 Pf 1.872 Pe Pv 415 26'-111/2 82.193 416 26'-111/2 84.066 CM 2.6350 100.16 5.89 120 0.028887 115'-11 41-2 157'-1 Pf 4.538 Pe 3.468 Pv 416 26'-111/2 42.00 84.066 Flow (q) from Route 5 417 18'-111/2 92.072 T(16'-51/2), 3E(8'-3), S 100.00 Hose Allowance At Source 417 200.16 GO Route 2 BL 11010 21.49 7.24 150 0.077730 1-21/2 5'-0 6'-21/2 Pf 0.483 Pe Pv 403 26'-111/2 21.49 4.2 26.186 Sprinkler, 411 26'-11%4 26.669 T(5'-0) w Route 3 BL 11010 25.58 8.62 150 0.107306 4'-111/2 5'-0 9'-11% Pf 1.069 Pe -2.150 Pv 402 22'-0 25.58 4.9 27.262 Sprinkler, 410 26'-11%4 26.181 T(5'-0) ® Route 4 BL 11010 32.08 10.81 150 0.163071 11'-91/2 12'-0 23'-91/2 Pf 3.878 Pe -2.150 Pv 404 22'-0 32.08 4.9 42.860 Sprinkler, 412 26'-11%2 44.589 E(7'-0), T(5'-0) Route 5 CM 21570 13.64 1.20 120 0.001915 5-4 5'-4 Pf 0.010 Pe Pv 419 26'-111/2 82.563 420 26-111/2 82.573 BL 1.4420 13.64 2.68 120 0.013610 66'-10 14'-101/2 81'-81/2 Pf 1.112 Pe Pv 420 26'-111/2 82.573 P0(7'-5) 421 26'-111/2 83.686 P0(7.-5) CM 2.1570 13.64 1.20 120 0.001915 5'-4 5'-4 Pf 0.010 Pe Pv 421 26'-111/2 83.686 422 26'-111/2 83.696 CM 2.1570 27.41 2.41 120 0.006967 9'-1 9'-1 Pf 0.063 Pe Pv 422 26'-111/2 13.77 83.696 Flow (q) from Route 6 423 26'-111/2 83.759 CM 2.1570 42.00 3.69 120 0.015340 7'-8 12'-31/2 20'-0 Pf 0.307 Pe Pv 423 26'-111/2 14.59 83.759 Flow (q) from Route 7 416 26'-111/2 84.066 T(12'-31/2) or Route 6 CM 21570 27.41 2.41 120 0.006967 9'-1 9'-1 Pf 0.063 Pe Pv 418 26'-111/2 42.00 82.500 Flow (q) from Route 8 419 26'-111/2 82.563 BL 1.4420 13.77 2.71 120 0.013859 66'-10 14'-101/2 81'-81/2 Pf 1.132 Pe Pv 419 26'-11%2 82.563 PO(T-5) 422 26-111/4 83.696 P0(7.-5) +® Route 7 BL 14420 14.59 2.87 120 0.015411 66'-10 14'-101/2 81'-81/2 Pf 1.259 Pe Pv 418 26'-111/2 42.00 82.500 PO(7'-5), Flow (q) from Route 8 423 26'-111/4 83.759 P0(7.-5) w Route 8 CM 21570 42.00 3.69 120 0.015340 7'-8 12'-31/2 20'-0 Pf 0.307 Pe Pv 415 26'-111/2 82.193 T(12'-3%4) 418 26'-111/2 82.500 ©M.E.P.CAD, Inc. ffe AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:07:02PM Page 4 111 Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Equ±valent.Pipe Lengths of Valves an¢ Fittings{C=120 Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Valv$M Value Of C Multiplying Factor 100 0.713 130 1.16 140 150 1.33 1.51 Type Legend:. Urttts-L Id 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 DeIV 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 11%° 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 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap 1� © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:07:02PM Page 5 Hydraulic Overview Remote Area5 Job Number: 09015 Re ort Descri tion: OrdinaryGroupI joil:,,,::.,', , ,°,:,, , , ',,:.-;,, -?'5,'•!,'''''-,,''''',',,":',.!::',n;;;!:,1;:,,' ,,,':?"P'!,,,','1‘,,,,/,"?;,;!1P!/,,i::- ,,,,;,--./..:',',Mti,,,,:-:',:,',,f:;,,,:,,,,,,,,,„,„:;;,,,,,„‘:,,,',,,,,,,.,,,,,,, :.:,?,''',,' '',, 'f ':: r: ,, 4:',1!' ,,:,, ',,,,,„ :, ,, , , , ; Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E Stab CerlficeionAxense Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AIR City of Tukwila Address 3 Job Site/Bulkhng Sysiem ' ' ;,/,1 ''''''4?''''''' ', Density 0.150gpm/ft2 Area of Appicalon 970.00ft2 (Actual 1015.31ft2) Most Demandlng Sprinkler Deb 5.6 K -Factor 14.82 at 7.000 Hose Streams 250.00 Coverage Per Sprinkler 95.33ft2 Number Of Spcinbers Calculated 22 System Pressure Demand 77.790 Sysbers Fbw Demo. 358.64 Tobi Demand 608.64 @ 77.790 Pressure Result +30.840 (28.4%) StiPpties ,?,;;,:1-.:, 1 ' .• Omer* Paiiie-eaugei'l:"," ' , • '•••". .i '2":''',. ; „ ., Node Name Flow(gom) Hose Flow(goml Static(osi) Residual(osil Identifier Pressure(osil K-Factor(KI Flow(oom) 417 Water Supply PRV 300.00 250.00 109.000 108.900 OUTLET ,4 K. 11.10Mitt, ' 0 V WAS ‘4) • ,,; 1 4 , N d , 00, '....'..'-'_':•-- ,,, . 41 1/‘ -'' cf..,.,7 ,,,,, ,t..!•-' 4 FP-06'/rid1rCer.:, ..':,'!: !"- -.'-', ' --. ^ ".' ' ,"; -. . ..;;.: ' , ,, SuPzpi,' ,AVOWEI" at Nede4 • 0,00;'9.001"; ' • . r II WASHINGTON STATE* CERTIFICATE OF COMPETENCY s • FIRE PNOTECTION SPRINKINR SYNTEMS Kevin P. Jensen 4355-0608-C Level 3 Reliance FireProtection, Inc R IAFP10211 I s I ; I 1 Afl Pressure, pst ..., .... o in 8 A 8 VI 8 8 8 8 -.. Lliffillinaudiffinuiluumulnulimhiumillliliamhnulintnlimilmillial II II ME tatic Pressure 09.000 . .mm. • i.00 11 @los. 11 358.64 @ 77.790 11.• IS .... l Oats I 11 ME 608.64 with hose streams Il III IIII 1/41111111111111111 1111111111111111111.1111111111 04300 8 tem 400 demarvd curve 600 Water 700 flow. 800 gpm MI 900 MI 1000 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:26PM Page 1 Job Number: 09015 Report Description: Ordinary Group I Water Supply PRV OUTLET at Node 417 150 135 120 Static Pressure 109.000 105 '300.00 @ 108.900 90 16 .a 75 358.64 1 @ 77.790 608 64 with hose streams L--6 o co N EL 60 45 30 System demand curve 15 0-Hn10111111111111111 1 1111 1111 111111111 11 1 11 1 i i i 1 1 1 1 1 1 1 1 1 1 1 1 h i l i( I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydra & Graph Water Supply PRV OUTLET at Node 417 Sbec Pressure 109.000 Readmit Pressure 108.900 @ 300.00 Available Pressure at Time of Teat 108.630 @ 608.64 Sysbm Demand 77.790 @ 358.64 System Demand (Incbding Hose abxanca at Source) 77.790 @ 608.64 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:36PM Page 2 C C 1Summary.t ti 0utflowing }evices Reitiot' A 5 Job Number: 09015 Report Description: Ordinary Group I Device Actual Flow (qpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) b Sprinkler 501 14.82 14.30 5.6 7.000 Sprinkler 502 14.85 14.30 5.6 7.031 Sprinkler 503 15.04 14.30 5.6 7.209 Sprinkler 504 15.48 14.30 5.6 7.643 Sprinkler 505 16.27 14.30 5.6 8.445 Sprinkler 506 14.83 14.30 5.6 7.011 Sprinkler 507 14.96 14.30 5.6 7.138 Sprinkler 508 15.33 14.30 5.6 7.491 Sprinkler 509 15.92 14.30 5.6 8.079 Sprinkler 510 18.11 14.30 5.6 10.453 Sprinkler 511 18.52 14.30 5.6 10.937 Sprinkler 512 15.75 14.30 5.6 7.906 Sprinkler 513 15.77 14.30 5.6 7.926 Sprinkler 514 15.93 14.30 5.6 8.089 Sprinkler 515 16.34 14.30 5.6 8.518 Sprinkler 516 17.11 14.30 5.6 9.338 Sprinkler 517 15.77 14.30 5.6 7.931 Sprinkler 518 15.94 14.30 5.6 8.107 Sprinkler 519 16.38 14.30 5.6 8.557 Sprinkler 520 18.06 14.30 5.6 10.400 Sprinkler 521 19.15 14.30 5.6 11.699 Sprinkler 522 18.31 14.30 5.6 10.696 c ;a Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 111 AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:46PM Page 3 NHydraulic 111 Analysis, Remote Area 5 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Q Route 1 BL 14420 9.43 1.85 120 0.006869 4'-6 4'-6 Pf 0.031 Pe Pv 501 26'-11%2 14.82 5.6 7.000 Sprinkler 502 26.-111/2 7.031 BL 1.4420 24.27 4.77 120 0.039537 4'-6 4'-6 Pf 0.178 Pe Pv 502 26'-11%2 14.85 5.6 7.031 Sprinkler 503 26.-111/2 7.209 BL 1.4420 39.31 7.72 120 0.096453 4'-6 4'-6 Pf 0.434 Pe Pv 503 26'-11%2 15.04 5.6 7.209 Sprinkler 504 26.-111/2 7.643 BL 1.4420 54.79 10.76 120 0.178282 4'-6 4'-6 Pf 0.802 Pe Pv 504 26'-11%2 15.48 5.6 7.643 Sprinkler 505 26'-111/2 8.445 BL 1.4420 71.07 13.96 120 0.288441 30'-7 7'-5 38'-01/2 Pf 10.969 Pe Pv 505 26'-11%2 16.27 5.6 8.445 Sprinkler, 421 26-111/2 19.415 PO(7.-5) CM 2.1570 71.07 6.24 120 0.040585 5'-4 5-4 Pf 0.216 Pe Pv 421 26-1V/2 19.415 422 26-111/2 19.630 CM 2.1570 128.19 11.26 120 0.120877 9'-1 9'-1 Pf 1.100 Pe Pv 422 26.-1V/2 57.13 19.630 Flow (q) from Route 5 423 26-111/2 20.730 CM 2.1570 200.72 17.62 120 0.277087 7'-8 12'-3/2 20'-0 Pf 5.537 Pe Pv 423 26-11 /2 72.53 20.730 Flow (q) from Route 3 416 26-11/2 26.268 T(12.-3/2) CM 2.6350 358.64 21.10 120 0.305888 115-11 41'-2 157-1 Pf 48.054 Pe 3.468 Pv 416 26-11'/2 157.91 26.268 Flow (q) from Route 2 417 18'-11/2 77.790 T(16-5/2), 3E(8'-3), S 250.00 Hose Allowance At Source 417 608.64 GO Route 2 BL 14420 5.39 1.06 120 0.002444 4'-6 4'-6 Pf 0.011 Pe Pv 501 26'-11/2 14.82 5.6 7.000 Sprinkler 506 26-111/2 7.011 BL 1.4420 20.22 3.97 120 0.028193 4'-6 4'-6 Pf 0.127 Pe Pv 506 26'-11/2 14.83 5.6 7.011 Sprinkler 507 26.-111/2 7.138 BL 1.4420 35.18 6.91 120 0.078550 4'-6 4'-6 Pf 0.353 Pe Pv 507 26-11/2 14.96 5.6 7.138 Sprinkler 508 26.-111/2 7.491 BL 1.4420 50.51 9.92 120 0.153357 3'-10 3'-10 Pf 0.588 Pe Pv 508 26'-11/2 15.33 5.6 7.491 Sprinkler 509 26.-111/2 8.079 BL 1.4420 66.43 13.05 120 0.254570 0'-11 7-5 6-4 Pf 2.125 Pe Pv 509 26-111/2 15.92 5.6 8.079 Sprinkler, 420 26-11 /2 10.205 PO(7.-5) CM 2.1570 66.43 5.83 120 0.035819 5-4 5'-4 Pf 0.190 Pe Pv 420 26-111/2 10.205 419 26-111/2 10.395 CM 2.1570 64.83 5.69 120 0.034241 1'-8/2 1'-8/2 Pf 0.058 Pe Pv 419 26-11/2 10.395 510 26-11'A 10.453 CM 2.1570 82.93 7.28 120 0.054006 7'-5 7'-5 Pf 0.400 Pe Pv 510 26-11/2 18.11 5.6 10.453 Sprinkler 418 26.-111/2 10.853 CM 2.1570 139.39 12.24 120 0.141137 0'-7 0'-7 Pf 0.084 Pe Pv 418 26-11 /2 56.46 10.853 Flow (q) from Route 4 511 26.-111/2 10.937 CM 2.1570 157.91 13.86 120 0.177774 73'-11 12'-3/2 86-3 Pf 15.331 Pe Pv 511 26'-11/2 18.52 5.6 10.937 Sprinkler, 416 26'-11/2 26.268 T(12.-3/2) fib Route 3 BL 14420 7.38 1.45 120 0.004373 4'-6 4'-6 Pf 0.020 Pe Pv 512 26'-11/2 15.75 5.6 7.906 Sprinkler 513 26.-111/2 7.926 BL 1.4420 23.15 4.55 120 0.036216 4'-6 4'-6 Pf 0.163 Pe Pv 513 26'-11/2 15.77 5.6 7.926 Sprinkler 514 26'-11 /2 8.089 BL 1.4420 39.08 7.68 120 0.095398 4'-6 4'-6 Pf 0.429 Pe Pv 514 26-11/2 15.93 5.6 8.089 Sprinkler 515 26.-111/2 8.518 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:56PM Page 4 ( Hydraulic Analysis Remy iri'.keS` Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.4420 55.42 10.89 120 0.182092 4'-6 4'-6 Pf 0.819 Pe Pv 515 26'-11Y2 16.34 5.6 8.518 Sprinkler 516 26.-111/2 9.338 BL 1.4420 72.53 14.25 120 0.299562 30'-7 7'-5 38'-01/2 Pf 11.392 Pe Pv 516 26'-11Y2 17.11 5.6 9.338 Sprinkler, 423 26'-111/2 20.730 P0(7-5) OP Route 4 BL 14420 8.36 1.64 120 0.005506 4'-6 4'-6 Pf 0.025 Pe Pv 512 26'-11Y2 15.75 5.6 7.906 Sprinkler 517 26.-111/2 7.931 BL 1.4420 24.13 4.74 120 0.039114 4'-6 4'-6 Pf 0.176 Pe Pv 517 26'-11Y2 15.77 5.6 7.931 Sprinkler 518 26.-111/2 8.107 BL 1.4420 40.08 7.87 120 0.099971 4'-6 4'-6 Pf 0.450 Pe Pv 518 26'-111/2 15.94 5.6 8.107 Sprinkler 519 26'-111/2 8.557 BL 1.4420 56.46 11.09 120 0.188456 4'-9 7'-5 12'-2 Pf 2.296 Pe Pv 519 26'-111/2 16.38 5.6 8.557 Sprinkler, 418 26.-111/2 10.853 PO(7'-5) Gib Route 5 BL 14420 19.66 3.86 120 0.026762 11'-1 11'-1 Pf 0.297 Pe Pv 520 26.-111/2 18.06 5.6 10.400 Sprinkler 522 26'-111/2 10.696 BL 1.4420 37.97 7.46 120 0.090471 11'-1 11'-1 Pf 1.003 Pe Pv 522 26.-111/2 18.31 5.6 10.696 Sprinkler 521 26'-111/2 11.699 BL 1.4420 57.13 11.22 120 0.192594 33'-9 7-5 41'-2 Pf 7.931 Pe Pv 521 26'-111/2 19.15 5.6 11.699 Sprinkler, 422 26'-111/2 19.630 P0(7'-5) GI Route 6 BL 14420 1.60 0.31 120 0.000258 10'-11 7'-5 18'-41/2 Pf 0.005 Pe Pv 419 26'-111/2 10.395 PO(7-5) 520 26.-111/2 10.400 Equivalent, pipe Lengths of Valves and Fittings (C 120 :oniY} •. . C Value Mult tier Actual Inside Diameter 487 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:56PM Page 5 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Pipe Type Legend Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend„ 4, 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 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 DeIV 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 111/ Elbow 22%2° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap k, ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:05:56PM Page 6 ydt ulie' Overview Remote Area 6 Job Number: 09015 Report Description: Ordinary Group I Job Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E Stab CerigcafoMkerae Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 AEU City of Tukwila 3 Site/Suite, Job Site/SuiMi System `.. Deraly 0.150gpm/ft2 Area of Appicabn 970.00ft2 (Actual 998.64ft2) Most Demanding Sprinkler Dab 5.6 K -Factor 15.45 at 7.612 Nose Steams 250.00 co Wragg Per-Sprint/et 103.00ft2 Number Of Speeders Cabulabd 12 Sysbm Pressure Demand 79.245 System Flaw Demand 218.25 Total Demand 468.25 @ 79.245 Pressure Result +29.527 (27.1%) St7ppiies C:tieck Pont Gauges- ::. • . ... . , < . Node Name Flow(opm) Hose FIow(gpml Static(psil Residual(osil Identifier Pressure(osi) K-Factor(K1 Flow(gpm) 417 Water Supply PRV 300.00 250.00 109.000 108.900 OUTLET 0 i ',' ZH0MA 411 �� WAST, ^ f,�, 1'© ti 4r� NA 711. , Z , • 0' VI�71EC) ,(jVt ON st4 y.,,.. , . c ! te 1�i1� t� 1.) .. Water St Iy PF{V C)t3Tt.ET at Node 417 (30000, 0.00,109€100,108.900) , . .. _ ...;;.•;; tarerwwws+ wtuweirs wwwwr 150 rase 414111001111111/0111.110 OUR E WASHINGTON STATE it CERTIFICATE OF COMPETENCY FIRE PROTECTION *PIUNICLER $YIfM$ Kevin P. Jin 4355-0608-C Level,,3Inc' Reliance Fire Protection,I R -1021.1 I i 135 , -Statin , Pressure 109.000 105 '300.00 108.900 90 1 3g.+.y� E. - 75 218.25 - @ 79.245 - Q 60 2 468.25 with hose streams a ^ 45 = p ystem demand curve 30 15 0 31111111(1111111111111111 111111111 111111111 111711111 111111111 111111111 f °300 400 500 600 700 800 900 1000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:04:01 PM Page 1 Hydraulic Graph Remote Are Job Number: 09015 Report Description: Ordinary Group I Water Supply PRV OUTLET at Node 417 150 135 120 _ 105 tatic Pressure 109.000 .00 @ 108.900 90 75 218.25 @ 79.245 a 468.25 with hose streams Ili ' a 60 45 = : rem demand curve 30 i 15 0 W1111111J111111t1 111111)11 111111111 111111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 Oi00 200 300 400 5� 600 7�Q Water flow, gpm 800900 1000 Hydra.° Graph Water Supply PRV OUTLET at Node 417 Static. Pressure 109.000 Residue) Pressure 108.900 @ 300.00 Available Pressure at Time of Tat 108.772 @ 468.25 System Demand 79.245 @ 218.25 System Demand (Incl.. Hose Ntmance et Source) 79.245 @ 468.25 gA,, © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 3:04:14PM Page 2 IlSummary Q Outflo Allii d@ iC S Remot i eat Job Number: 09015 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) b Sprinkler 601 15.45 15.45 5.6 7.612 Sprinkler 602 15.52 15.45 5.6 7.682 Sprinkler 603 15.56 15.45 5.6 7.719 Sprinkler 604 17.31 15.45 5.6 9.550 Sprinkler 605 18.27 15.45 5.6 10.645 Sprinkler 606 19.90 15.45 5.6 12.630 Sprinkler 607 22.30 15.45 5.6 15.860 Sprinkler 608 15.68 15.45 5.6 7.842 Sprinkler 609 17.42 15.45 5.6 9.679 Sprinkler 610 18.39 15.45 5.6 10.782 Sprinkler 611 20.02 15.45 5.6 12.783 Sprinkler 612 22.43 15.45 5.6 16.042 tzt. Most Demanding Sprinkler Data gy, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:04:23PM Page 3 111 Hydraulic Analysis Rem ea 6 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ei Route 1 BL 1.0490 15.45 5.74 120 0.080722 9'-81/2 26'-0 35-81/2 Pf Pe Pv 2.881 -0.632 601 620 25'-6 26'-111/2 15.45 5.6 7.612 9.861 Sprinkler, E(2'-0), fd(24'-0) BL 1.0490 31.13 11.56 120 0.295062 8'-0 5-0 Pf Pe Pv 2.360 620 621 25-111/2 25-111/2 15.68 9.861 12.221 Flow (q) from Route 4 BL 1.3800 48.55 10.42 120 0.176592 8'-0 5-0 Pf Pe Pv 1.413 621 622 26'-111/2 26'-11%2 17.42 12.221 13.634 Flow (q) from Route 6 BL 1.3800 66.94 14.36 120 0.319885 8'-0 8'-0 Pf Pe Pv 2.559 622 623 25-11Y2 25-111/2 18.39 13.634 16.193 Flow (q) from Route 8 BL 1.3800 86.97 18.65 120 0.519074 8'-0 5-0 Pf Pe Pv 4.153 623 624 26'-111/2 25-111/2 20.02 16.193 20.346 Flow (q) from Route 10 BL 1.3800 109.39 23.47 120 0.793566 18'-11/2 6'-0 24'-11/2 Pf Pe Pv 19.137 624 618 25-111/2 26.-111/2 22.43 20.346 39.483 Flow (q) from Route 12 PO(6'-0) CM 2.6350 218.25 12.84 120 0.122048 215-0 82'-4%2 297-41/2 Pf Pe Pv 36.294 3.468 618 417 26-111/2 18'-11%2 108.86 39.483 79.245 Flow (q) from Route 2 3T(16'-51/2), 4E(8'-3), S 250.00 Hose Allowance At Source 417 468.25 = Route 2 BL 1.0490 15.52 5.76 120 0.081416 8'-7 24'-0 32'-7 Pf Pe Pv 2.652 -0.632 602 613 25'-6 25-111/2 15.52 5.6 7.682 9.702 Sprinkler, , fd(24'-0) BL 1.0490 31.08 11.54 120 0.294143 8'-0 8'-0 Pf Pe Pv 2.353 613 614 26'-111/2 25-111/2 15.56 9.702 12.055 Flow (q) from Route 3 BL 1.3800 48.39 10.38 120 0.175453 8'-0 8'-0 Pf Pe Pv 1.404 614 615 25-111/2 26'-111/2 17.31 12.055 13.458 Flow (q) from Route 5 BL 1.3800 66.66 14.30 120 0.317354 8'-0 8'-0 Pf Pe Pv 2.539 615 616 26'-111/2 26'-111/2 18.27 13.458 15.997 Flow (q) from Route 7 BL 1.3800 86.56 18.57 120 0.514586 5-0 8'-0 Pf Pe Pv 4.117 616 617 26'-111/2 26'-111/2 19.90 15.997 20.114 Flow (q) from Route 9 BL 1.3800 108.86 23.35 120 0.786403 18'-'11/2 5-0 24'-11/2 Pf Pe Pv 18.964 617 619 25-111/2 25-111/2 22.30 20.114 39.078 Flow (q) from Route 11 PO(6'-0) CM 2.6350 108.86 6.40 120 0.033702 12'-0 12'-0 Pf Pe Pv 0.404 619 618 26'-11'A 25-11% 39.078 39.483 go Route 3 BL 1.0490 15.56 5.78 120 0.081770 0'-4 29'-0 29'-4 Pf Pe Pv 2.399 -0.415 603 613 26'-0 26.-111/2 15.56 5.6 7.719 9.702 Sprinkler, T(5-0), fd(24'-0) ® Route 4 BL 1.0490 15.68 5.82 120 0.082981 0'-4 29'-0 29'-4 Pf Pe Pv 2.434 -0.415 608 620 26'-0 26.-111/2 15.68 5.6 7.842 9.861 Sprinkler, T(5'-0), fd(24'-0) Gib Route 5 BL 1.0490 17.31 6.42 120 0.099567 5-4 29'-0 29'-4 Pf Pe Pv 2.921 -0.415 604 614 26'-0 26'-111/2 17.31 5.6 9.550 12.055 Sprinkler, T(5-0), fd(24'-0) A Route 6 BL 1.0490 17.42 6.47 120 0.100817 5-4 29'-0 29'-4 Pf Pe Pv 2.957 -0.415 609 621 26'-0 26'-111/2 17.42 5.6 9.679 12.221 Sprinkler, T(5-0), fd(24'-0) gm Route 7 BL 1.0490 18.27 6.78 120 0.110085 0'-4 29'-0 29'-4 Pf Pe Pv 3.229 -0.415 605 615 26'-0 26'-111/2 18.27 5.6 10.645 13.458 Sprinkler, T(5-0), fd(24'-0) a Route 8 BL 1.0490 18.39 6.83 120 0.111395 0'-4 29'-0 29'-4 Pf Pe Pv 3.268 -0.415 610 622 26'-0 26'-111/2 18.39 5.6 10.782 13.634 Sprinkler, T(5'-0), fd(24'-0) OP Route 9 ©M.E.P.CAD, Inc. gg AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:04:35PM Page 4 ill Hy'drau1ic•Ana}y'sis'R %'' 6 ( Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.0490 19.90 7.39 120 0.128952 0'-4 29'-0 29'-4 Pf 3.783 Pe -0.415 Pv 606 26'-0 19.90 5.6 12.630 Sprinkler, 616 26'-11Y2 15.997 T(5'-0), fd(24'-0) VA Route 10 BL 1.0490 20.02 7.43 120 0.130399 0'-4 29'-0 29'-4 Pf 3.825 Pe -0.415 Pv 611 26'-0 20.02 5.6 12.783 Sprinkler, 623 26'-11Y2 16.193 T(5'-0), fd(24'-0) ® Route 11 BL 1.0490 22.30 8.28 120 0.159186 0'-4 29'-0 29'-4 Pf 4.669 Pe -0.415 Pv 607 26'-0 22.30 5.6 15.860 Sprinkler, 617 26'-11Y2 20.114 T(5'-0), fd(24'-0) GO Route 12 BL 1.0490 22.43 8.33 120 0.160876 0'-4 29'-0 29.-4 Pf 4.719 Pe -0.415 Pv 612 26'-0 22.43 5.6 16.042 Sprinkler, 624 26'-11Y2 20.346 T(5'-0), fd(24'-0) Equivalent Pipe Leng1 004E00, end Fitli s ( C2#i rmiy) 1 C Value Mulder 1 Actual Inside Diameter 4'87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter / = Factor Wipe Type iegepd }kni . 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 Ba1V 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 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® VR11 v11.0.39.0 10/30/2015 3:04:35PM Page 5 Hydraulic Cave Remote Area 7 Job Number: 09015 report uescnpuon: rceslaentai Job Job Number N 09015 Design Engineer KEVIN JENSEN Job Nana WASHINGTON TOWER Poore 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E Stale cerrgcalorulgeme Number. RELIAFP102L1 Address 2 TUKWILA, WA 98188 AW City of Tukwila Address 3 Job Site/Budding System (tensity 0.100gpm/ft2 >. Area of Appisaran 4 Heads Most Demanding Sprinkbr Data 4.2 K -Factor 24.30 at 33.474 Hese Stearns 100.00 Cowxage Par springer 242.67ftz Number Of Sprinklers calculated 4 System Pressure Demand 78.536 System Fbw Demand 87.47 Tobi Demand 187.47 @ 78.536 Pressure Result +28.422 (26.6%) Supplies ` . Check Point Gauges Node Name Flow(oom) Hose Flow(oom) Static(osi) Residual(osil Identifier Pressure(psil K-Factor(KI Flow(oom) 713 Water Supply PRV 300.00 100.00 107.000 106.900 OUTLET ay,,,1, :1..2', tit KOMAs ;1 w4 was iti t$oAw Co .r F-1 7 c/a;z r. ,a_ 48' 7 F, . �SSIONAL (� 1,( FP -07 3rd floor plate "Supply PRV OUTLET at Node 713 (30 .( 0, (M)f}}, 107;000, 106.800) i WASHINGtO# *TATE�res�w�.wly I CERTIFICATE OF COMPETEMCY 1 150 iFIRE PROTECTION RMRNsC1L IEN $TRTE� 1 135 1 Kevin P. Jensen Level 0 120 3 Reliance Fire Protection, Inc 105 atic Pressure 107.000 r�i i'"� ViGtr� 1.11355-0608-C 90 I 300.1 106.900 2.1: �� `11 1 87.47 @ 78.536 iilitfatltll lfr� 75 11111111111111111 = f 187.47 with hose streams wrwr11111r F 60 45 30 ystem demand curve 15 � „•, ..' 1111 11111111111111111 11111/111 111111111 111111111 111 111 1 11 1 1 1 1 1 1 1 1 Ek. fbF3300 4°° 500 600 700 800 900 1000 Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:58:21 PM Page 1 ydraulic Graph Remote Area 7 Job Number: 09015 Report Description: Residential Water Supply PRV OUTLET at Node 713 4Gr1 Pressure, psi N_ (1 8 N 8cn O p O (1111111111111111111111111111111111111111111111111111111111111111111111111111111FF1111111111 1111111111 atic Pressure 107.000 '300.00 @ 106.900 87.47 J.187.47 @ 78.536 with hose streams ystem demand curve JNUlitl 111111/11 111111111 11 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 11 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 t 1 t V 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydrae. Dray, Water Supply PRV OUTLET at Node 713 Sbk: Pressure 107.000 Residual. Pressure 106.900 @ 300.00 AvaAebe Pressure at Time of Test 106.958 @ 187.47 Sy.lem Demand 78.536 @ 87.47 System Demand (IncbdIng Hasa Abwence et Source) 78.536 @ 187.47 , ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:58:32PM Page 2 Summary Of Outflowing Devices Remote Area 7 Job Number: 09015 Report Description: Residential Device © Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) i Sprinkler 701 24.30 24.30 4.2 33.474 Sprinkler 702 18.61 14.40 4.2 19.635 Sprinkler 703 21.92 13.00 4.9 20.019 Sprinkler 704 22.63 13.00 4.9 21.338 rtt. Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:58:42PM Page 3 ( f ti HydraUIiCs. AI iilj/S1S Remoi@ Aria Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Nib Route 1 BL 11010 24.30 8.19 150 0.097552 9'-10 3'-0 12'-10 Pf 1.254 Pe Pv 701 36'-31/2 24.30 4.2 33.474 Sprinkler, 710 36'-31/2 34.728 2Tr(1'-0), cplg(1'-0) BL 1.0490 24.30 9.02 120 0.186573 3'-51/2 5'-0 8'-51/2 Pf 1.578 Pe Pv 710 36'-3Y2 34.728 PO(5'-0) 711 36-31/2 36.306 CM 1.6820 87.47 12.63 120 0.200130 178'-10 24'-9 203'-7 Pf 40.739 Pe 0.571 Pv 711 36'-31/2 63.17 36.306 Flow (q) from Route 2 712 34'-111/2 77.616 3E0.-111/2), T(9'-11) FM 2.6350 87.47 5.15 120 0.022485 2'-0 2'-0 Pf 0.045 Pe 0.874 Pv 712 34.-111/2 77.616 S 713 32.-11% 78.536 100.00 Hose Allowance At Source 713 187.47 ® Route 2 BL 11010 18.61 6.27 150 0.059557 6-8 15'-0 20'-8 Pf 1.230 Pe Pv 702 36'-31/2 18.61 4.2 19.635 Sprinkler, 714 36'-31/2 20.866 2E(7'-0), Tr(1'-0) BL 1.1010 40.53 13.66 150 0.251390 6-6 1'-0 6'-6 Pf 1.634 Pe Pv 714 36-31/2 21.92 20.866 Flow (q) from Route 3 715 36-31/2 22.500 Tr(1'-0) BL 1.1010 63.17 21.29 150 0.571217 2'-9 1'-0 3.-9 Pf 2.135 Pe Pv 715 36-31/2 22.63 22.500 Flow (q) from Route 4 716 36'-31/2 24.634 cplg(1'-0) BL 1.0490 63.17 23.45 120 1.092476 4'-51/2 5'-0 9'-51/2 Pf 10.333 Pe Pv 716 36'-31/2 24.634 PO(5'-0) 717 36'-31/2 34.967 CM 1.6820 63.17 9.12 120 0.109601 12'-2%2 12'-21/2 Pf 1.339 Pe Pv 717 36'-31/2 34.967 711 36'-31/2 36.306 Q Route 3 DR 11010 21.92 7.39 150 0.080643 0.-111/2 12'-0 12'-111/2 Pf 1.045 Pe -0.199 Pv 703 35'-10 21.92 4.9 20.019 Sprinkler, 714 36'-31/2 20.866 E(7'-0), T(5'-0) Route 4 DR 11010 22.63 7.63 150 0.085543 3'-11 12'-0 15'-11 Pf 1.361 Pe -0.199 Pv 704 35'-10 22.63 4.9 21.338 Sprinkler, 715 36'-31/2 22.500 E(7'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 onty}.' 1 C Value tubi r 1 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor © M.E.P.CAD, Inc. Rin AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:58:52PM Page 4 Hydraulic ArlalysisRemote a,T, Pipe Type Diameter Flow Job Number: 09015 Report Description: Residential Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Uriits 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 OR RN SP ST UG 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 DeIV 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 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 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap gs, ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:58:52PM Page 5 Hydraulic Overview Remote Area Job Number: 09015 Report Description: Residential .cote Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E Slate CerigcaIon/Lbense Number RELIAFP102L1 Address 2 TUKW ILA WA, 98188 AHI CITY OF TUKW ILA Address 3 Job Site/Dalbmg System' ,,,,. Density 0.100gpm/ft2 Area of Applcalon 4 Heads Most Demanding Sprinkler Dab 4.2 K -Factor 24.30 at 33.474 Hose Streams 100.00 Coverage Per Sprinkler 242.67ft2 Number Of Sprinklers Cabubted 4 System Pressure Demand 78.536 System FbwDemend 87.47 Total Demand 187.47 @ 78.536 Pressure Result +21.422 (21.4%) Supplies (€eck.Foiltt auger ::. Node Name Flow(apm) Hose Flow(apm) Static(osi) Residual(osij Identifier Pressure(osij K-Factor(Kt Flow(a m) 813 Water Supply PRV 300.00 100.00 100.000 99.900 OUTLET " ,(4) .� U3 x . *PO �A. ,c1-1. 0Miti WAS 4 + ��, • ., , �c , D H , t I 4 IST V ;°- IDNAL S1A01 FPw08 4th float Water Supply PRV OUTL T at Node 813 ( 0, 0.00 100.000, 99.900) 150 j a'wrfrrw WASHINGTON *TATE 1 CERTIFICATE OF COOPETESCF FIRE PROTECTION $M i1kLERstt1Yll1t� Kevin P. Jensen 4355,� -C Level3 Reliance Fire Protection. Inc1 R lAFP102L1 1 I 1 - .,-.7 1$5 = =Static Pressure 00.000 so -1- .oQo�@g99•9oo N Q 75 p 87.47 ♦ @ 78.536 .� 31.4.15 t ■ `y Lala ��IIrMr rrrlrur�rrwrrw►wrws - w E 60 187.47 with hose streams a System demand curve 30 15 as 1111111111M IF111II11111111111111111111 111111111 111111111 111lI1111 ' 300 400 500 6°° 700 800 900 1000 Water flow, gpm M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:53:34PM Page 1 ydraulic Graph Remote Area 8 Job Number: 09015 Report Description: Water Supply PRV OUTLET at Node 813 150 135 120 105 2 7.S atic Pressure - '300.00 100.000 _' 90 @ 99.900 - 75 i 75 87.47 -a @ 78.536 18 187.47 with hose streams S o. - 60 r 45 I ystem demand curve 30 15 0 II intim 1111111t1 Ii111111I l I I 1 F l l l l 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 E 111411111 Oi00 200 300 400 500 600 700 Water flow, gpm 800 900 1000 Hydmulc Graph Water Supply PRV OUTLET at Node 813 abaft Pressure 100.000 Rnlduat Pressure 99.900 @ 300.00 AvdIteWe Premise et Time or Test 99.958 @ 187.47 Syslern Denis. 78.536 @ 87.47 System Demand (Including Hose Altevxnce et source) 78.536 @ 187.47 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:53:45PM Page 2 a •a Summary Of Outflowing Devices Remote..,„ emote a 8 Job Number: 09015 Report Description: Residential Device Actual Flow (qpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c> Sprinkler 801 24.30 24.30 4.2 33.474 Sprinkler 802 18.61 14.40 4.2 19.635 Sprinkler 803 21.92 13.00 4.9 20.019 Sprinkler 804 22.63 13.00 4.9 21.338 ca Most Demanding Sprinkler Data k ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 10/30/2015 2:53:55PM Page 3 illHydraulic Analysis Remote:Area 8 ; Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Upstream Pn Fittings GO Route 1 BL 11010 24.30 8.19 150 0.097552 9'-10 3'-0 12'-10 Pf Pe Pv 1.254 801 100'-51/2 24.30 4.2 810 100'-51/2 33.474 34.728 Sprinkler, 2Tr(1'-0), cplg(1'-0) BL 1.0490 24.30 9.02 120 0.186573 3'-51/2 5'-0 8'-51/2 Pf Pe Pv 1.578 810 100'-51/2 811 100'-51/2 34.728 36.306 PO(5'-0) CM 1.6820 87.47 12.63 120 0.200130 178'-10 24'-9 203'-7 Pf Pe Pv 40.739 0.571 811 100'-5'/2 63.17 812 99'-1'/2 36.306 77.616 Flow (q) from Route 2 3E(4.-111/2), T(9'-11) FM 2.6350 87.47 5.15 120 0.022485 2'-0 2'-0 Pf Pe Pv 0.045 0.874 812 99'-1 %2 813 97'-1 %2 77.616 78.536 S 100.00 Hose Allowance At Source 813 187.47 w Route 2 BL 11010 18.61 6.27 150 0.059557 5-8 15'-0 20.-8 Pf Pe Pv 1.230 802 100'-5'/2 18.61 4.2 814 100'-5'/2 19.635 20.866 Sprinkler, 2E(7'-0), Tr(1'-0) BL 1.1010 40.53 13.66 150 0.251390 5'-6 1'-0 6'-6 Pf Pe Pv 1.634 814 100'-51/2 21.92 815 100'-51/2 20.866 22.500 Flow (q) from Route 3 Tr(1'-0) BL 1.1010 63.17 21.29 150 0.571217 2'-9 1'-0 3'-9 Pf Pe Pv 2.135 815 100'-5'/2 22.63 816 100'-5'/2 22.500 24.634 Flow (q) from Route 4 cplg(1'-0) BL 1.0490 63.17 23.45 120 1.092476 4'-51/2 5'-0 9'-51/2 Pf Pe Pv 10.333 816 100'-51/2 817 100'-51/2 24.634 34.967 PO(5'-0) CM 1.6820 63.17 9.12 120 0.109601 12'-2%2 12'-2'/2 Pf Pe Pv 1.339 817 100'-51/2 811 100'-51/2 34.967 36.306 eiP Route 3 DR 11010 21.92 7.39 150 0.080643 0.-111/2 12'-0 12'-111/2 Pf Pe Pv 1.045 -0.199 803 100'-0 21.92 4.9 814 100'-51/2 20.019 20.866 Sprinkler, E(7'-0), T(5'-0) ® Route 4 DR 11010 22.63 7.63 150 0.085543 3'-11 12'-0 15'-11 Pf Pe Pv 1.361 -0.199 804 100'-0 22.63 4.9 815 100'-51/2 21.338 22.500 Sprinkler, E(7'-0), T(5'-0) lEqc valet t Ptp i engihs of Valves endFatir s (€1 1 unlY)C 1 Yal90 MaPper Actual Inside Diameter 4'87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:54:06PM Page 4 111 Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Pipe Type Legend Discharge K -Factor Pt Pn Fittings Units 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 Inch Foot gpm gpm fps psi Length Foot Friction Loss psi/Foot HWC Pt Pn Pf Pe Pv Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe 1 Length Eq. Length Total Length Pressure Summary Bttings Legend ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV 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 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 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:54:06PM Page 5 Hydraulic ©v-eryiewRemtiteai9 Job Number: 09015 Report Description: Residential "Job Job Number 09015 Design Engineer KEVIN JENSEN Job Name WASHINGTON TOWER Phone 206-682-6636 FAX 206-682-6744 Addross 1 223 ANDOVER PARK E Stale CaIgcefoMxense Number RELIAFP102L1 Address 2 TUKWILA WA, 98188 ARI CITY OF TUKWILA A22,0.33 Job Sib/Building System ,• Density 0.100gpm/ft2 Area o(Appfoalon 4 Heads Most Demanding g Sprmkbr Dab 4.2 K -Factor 15.38 at 13.415 Hose Steams 100.00 Coverage Per Sprinkler 153.83ft2 Number Of spnnlders Cabuhbd 4 Sysbm Pressure Demand 71.196 Sysbm Flow Demand 71.82 Total Demand 171.82 @ 71.196 Pressure Result +31.769 (30.9%) Cheqk-P , Node Name Flow(apml Hose Flow(aoml Static(osi) Residual(psil Identifier Pressure(osil K-Factor(K1 Flow(oom) 916 Water Supply PRV 300.00 100.00 103.000 102.900 OUTLET 4,...y4..4'...7% ..t!. }4�4 o -f WAS r„Q O dt ' �' 48 t' 7 .sr. O I xy .""S O SIEi� . { 1 NAL EG .., ..,.., ► l� FP -09 12thfloor W 'Supj y PFW pf11 t ET at ode 16 (3).00, 0.i , 1i}$ 001 W2.900) 150 i WASHINGTON STATE wsrsw� CERTIFICATE OF COIKPETEIIC ( FIRE PROTECTION SPRINKLER $YAYE1111 Kevin P. Jensen 4355-0608-C Lam! 3 Reliance Fire Protection. Inc R I�1O2&.1E. i 1 /120 ' ; 135 5. 105 -Static Pressure 103.0(x?__ '300.00 ,02.900 11 75 =71.82 •j 71.196 31.4.15 F 60 171.82 with hose streams ii�lslil►� iwa 1i 45 1 �w =System 30 demand curve ij 15 0 5l Illi 1(11611 400 1111th 1 500 111111111 600 Water 111(11111 700 flow, 111111111 800 gpm 111111111 900 1 111111 I 1 1000 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:48:15PM Page 1 Hydraulic Graph Remote Area 9 Job Number: 09015 Report Description: Resi Water Supply PRV OUTLET at Node 916 150 135 120 105 Static Pressure 103.000 90 '300.00 @ 102.900 .N a E 75 N a 60 71.82 _ - 171.82 @ 71.196 with hose streams 45 30 System demand curve 15 0 n 111111111111111111111111111111111111 111111111 1 1 1 1 1 1 1 1 1 111 111111 111111111 111111111 Ot00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydmule Graph Water Supply PRV OUTLET at Node 916 SbtC. Pressure 103.000 Pesiduat Pressure 102.900 @ 300.00 Amiable Pressure at Time of Test 102.964 @ 171.82 System Demand 71.196 @ 71.82 system Demand (Irc4drg Hose Aloxence at Source) 71.196 @ 171.82 [+y, ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:48:27PM Page 2 Job Number: 09015 • Device Actual Flow (gpm) Minimum Flow (Wm) K -Factor JK) Pressure (Psi) 13.415 ct? Sprinkler 901 15.38 15.38 4.2 Sprinkler 902 15.39 15.38 4.2 13.429 Sprinkler 903 20.25 15.38 4.9 17.083 Sprinkler 904 20.79 15.38 4.9 18.004 et* Most Demanding Sprinkler Data .E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:48:37PM Page 3 ill Hydraulic Analysisiem9 Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream so Route 1 BL 11010 15.38 5.18 150 0.041871 0'-81/2 5'-0 5'-81/2 Pf 0.238 Pe Pv 901 155-5/2 15.38 4.2 13.415 Sprinkler, 910 155'-51/2 13.654 T(5-0) BL 1.1010 30.77 10.37 150 0.151015 12'-81/2 15-0 27'-8%2 Pf 4.185 Pe Pv 910 155-5/2 15.39 13.654 Flow (q) from Route 2 911 155'-51/2 17.838 2E(7'-0), Tr(1'-0) BL 1.1010 51.03 17.20 150 0.384850 2-1 1'-0 3'-1 Pf 1.187 Pe Pv 911 155-5% 20.25 17.838 Flow (q) from Route 3 912 155'-51/2 19.025 Tr(1'-0) BL 1.1010 71.82 24.20 150 0.724262 9'-71/2 3'-0 12'-71/2 Pf 9.136 Pe Pv 912 155-51/2 20.79 19.025 Flow (q) from Route 4 913 155-51/2 28.161 2Tr(1'-0), cplg(1'-0) BL 1.0490 71.82 26.66 120 1.385183 3'-71/2 5-0 8'-712 Pf 11.920 Pe Pv 913 155'-51/2 28.161 PO(5-0) 914 155-5%2 40.082 CM 1.6820 71.82 10.37 120 0.138967 188'-6 24'-9 213'-3 Pf 29.637 Pe 0.571 Pv 914 155'-51/2 40.082 3E(4'-11%2), T(9'-11) 915 154.-11/2 70.290 FM 2.6350 71.82 4.23 120 0.015613 2'-0 2'-0 Pf 0.031 Pe 0.874 Pv 915 154.-11/2 70.290 S 916 152'-11/2 71.196 100.00 Hose Allowance At Source 916 171.82 w Route 2 BL 11010 15.39 5.19 150 0.041910 0'-4%2 5-0 5-4+/2 Pf 0.225 Pe Pv 902 155'-5%2 15.39 4.2 13.429 Sprinkler, 910 155-51/2 13.654 T(5'-0) ® Route 3 DR 11010 20.25 6.82 150 0.069637 1'-81/2 12'-0 13'-81/2 Pf 0.955 Pe -0.199 Pv 903 155-0 20.25 4.9 17.083 Sprinkler, 911 155'-51/2 17.838 E(7'-0), T(5'-0) ® Route 4 DR 11010 20.79 7.01 150 0.073104 4'-814 12'-0 16'-81/2 Pf 1.220 Pe -0.199 Pv 904 155-0 20.79 4.9 18.004 Sprinkler, 912 155'-51/2 19.025 E(7'-0), T(5'-0) f quivalet#t ftpe en 1s ofValves lci Fiffin01 1',,.. J . Value Nicht ier a:, Actual Inside Diameter 4'87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:48:47PM Page 4 Job Number: 09015 Report Descrip ion: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream AO BL CM DN DR DY FM FR MS OR RN SP ST UG iyp Elevation Discharge K -Factor Pt Pn 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 Fittings 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 Length Eq. Length Total Length Pressure Summary ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 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 22Y2° 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 as,,© M.E.P.CAD, Inc. ge A utoS P RI NK ® VR11 v11.0.39.0 10/30/2015 2:48:47PM Page 5 Hydraulic Overview Remote Area 10 Job Number: 09015 .ScFJvrk uoJIA Ipuur I. RUNuental Job Job Number 09015 Design Engineer KEVIN JENSEN Job Name: WASHINGTON TOWER Phone 206-682-6636 FAX 206-682-6744 Addreu 1 223 ANDOVER PARK E Stab CalificafaNJcerae Number RELIAFP102L1 Address z TUKW ILA WA, 98188 AH1 CITY OF TUKW ILA Address 3 Job SileasIdirg System :< 0.100 m/ft' 9P Area el Appfc2Ean 4 Heads Most DemandNg Sprinkler Dab 4.2 K -Factor 15.38 at 13.415 Hose Steams 100.00 Coverage Per Sprinkler 153.83ft2 Number Of Sprinklers Calculated 4 System Pressure Demand 71.196 System Fbw Demand 71.82 Total Demand 171.82 @ 71.196 Pressure Result +37.769 (34.7%) Silpplies Csnit3actges Node Name Flow(gpml Hose Flow(gpml Static(psi) Residual(psi) Identifier Pressure(osil 567 Water Supply PRV 300.00 100.00 109.000 108.900 OUTLET K-Factor(K) Flow(opm). ,ri1OM 4V ill V `amu• t �t EnIA" IA • 489 A , oNAL ---\-\ ' 1 \- lreo.o*fO10% FP -10 17th float Wet St i$y Fir t?Ui i i of 1?(od 567 (360,00, 0.0(}, '09 00Q,, 100:800)...rota . • WASIfl$ tO!t STATE • mow ag 150 i 1 CERTIFICATE OFCOMiI'E>rEJIiCY I FIRE MiKLER M1PM:E�1# 135 K.@v1 PTi:CI'i� I 4355- 08•C 120 Levela Fire Protec tatic ressu!300.00re elies tion f Inc 105 �1108.900 R 10211 L 90 i�wsit#ralr ` dMi7 75 71.82 @ 71.196 +• 171.82 I.w.r� g with hose streams CL 45 30 ystem demand curve 15 illi mum.. 111111111 111111111 111111111 111111111 111111111 M12300 400 500 600 700 800 900 1000 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:40:31 PM Page 1 f 1 W a 15 13 12 10 90 75 60 45 30 15 0 Water Supply PRV OUTLET at Node 567 Job Number: 09015 Report Description: Residential 00 ""' 300 500 700 Water flow, gpm 800 900 1000 Hydra..Gnaph Water Supply PRV OUTLET at Node 567 S6bc Pressure 109.000 Resduat Pressure 108.900 @ 300.00 Available Pressure at Time ot Test 108.964 @ 171.82 Syslam Demand 71.196 @ 71.82 System Demand (Including Hose Allowance et Source) 71.196 @ 171.82 © M.E.P.CAD, Inc. "'' AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:40:43PM Page 2 Static ' Pressure 109.000 '300.00 @ 108.900 71.82 —+a 171.82 @ 71.196 with hose streams System demand curve 3 u uuuw ennui i! 111 11 11 1 1 1 1 1 1 1, 1,, ,) 1 1,1 1, ,) 1 1 1) 1,, 1 1 ) 1 ,) 1 1 t h,) t i) i t)'', 00 ""' 300 500 700 Water flow, gpm 800 900 1000 Hydra..Gnaph Water Supply PRV OUTLET at Node 567 S6bc Pressure 109.000 Resduat Pressure 108.900 @ 300.00 Available Pressure at Time ot Test 108.964 @ 171.82 Syslam Demand 71.196 @ 71.82 System Demand (Including Hose Allowance et Source) 71.196 @ 171.82 © M.E.P.CAD, Inc. "'' AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:40:43PM Page 2 ( _ . Summary Of Outftowing Devices Remote Area1{} t Job Number: 09015 Report Description: Residential Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) I:› Sprinkler 551 15.38 15.38 4.2 13.415 Sprinkler 552 15.39 15.38 4.2 13.429 Sprinkler 553 20.25 15.38 4.9 17.083 Sprinkler 554 20.79 15.38 4.9 18.004 4. Most Demanding Sprinkler Data [1„©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:41:38PM Page 1 j.HydIkyss..fiemote ,,y Are :Q Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge Upstream K-Factor Pt Pn Fittings Eq. Length Total Length 60 Route 1 BL 11010 15.38 5.18 150 0.041871 0'-81/2 Pf 0.238 Pe Pv 551 166'-01/2 15.38 561 166-01/2 4.2 13.415 13.654 Sprinkler, T(5'-0) 6-0 5'-81/2 BL 1.1010 30.77 10.37 150 0.151015 12'-81/2 15'-0 27-81/2 Pf 4.185 Pe Pv 561 166'-01/2 15.39 562 166-01/2 13.654 17.838 Flow (q) from Route 2 2E(7-0), Tr(1'-0) BL 1.1010 51.03 17.20 150 0.384850 2'-1 1'-0 3'-1 Pf 1.187 Pe Pv 562 166-01/2 20.25 563 166-01/2 17.838 19.025 Flow (q) from Route 3 Tr(1'-0) BL 1.1010 71.82 24.20 150 0.724262 9'-71/2 3'-0 12'-7%2 Pf 9.136 Pe Pv 563 166-01/2 20.79 564 166'-01/2 19.025 28.161 Flow (q) from Route 4 2Tr(1'-0), cplg(1'-0) BL 1.0490 71.82 26.66 120 1.385183 3'-71/2 6-0 8'-7'/2 Pf 11.920 Pe Pv 564 166-01/2 565 166-01/2 28.161 40.082 PO(5'-0) CM 1.6820 71.82 10.37 120 0.138967 188'-6 24'-9 213'-3 Pf 29.637 Pe 0.571 Pv 565 166'-01/2 566 164'-8%2 40.082 70.290 3E(4'-111/2), T(9'-11) FM 2.6350 71.82 4.23 120 0.015613 2'-0 2'-0 Pf 0.031 Pe 0.874 Pv 566 164'-81/2 567 162'-81/2 70.290 71.196 S 100.00 Hose Allowance At Source 567 171.82 a Route 2 BL 11010 15.39 5.19 150 0.041910 0'-41/2 5'-0 5'-41/2 Pf 0.225 Pe Pv 552 166-01/2 15.39 561 166'-01/2 4.2 13.429 13.654 Sprinkler, T(5'-0) fia, Route 3 DR 11010 20.25 6.82 150 0.069637 1'-8%2 12'-0 13'-81/2 Pf 0.955 Pe -0.199 Pv 553 165'-7 20.25 562 166'-01/2 4.9 17.083 17.838 Sprinkler, E(7'-0), T(5'-0) w Route 4 DR 11010 20.79 7.01 150 0.073104 4'-81/2 12'-0 16-81/2 Pf 1.220 Pe -0.199 Pv 554 165'-7 20.79 563 166'-01/2 4.9 18.004 19.025 Sprinkler, E(7'-0), T(5'-0) xrtVEi[ttt-►j37 �s,s V a€ui F >. ... 1 ( Actual Inside Diameter 4.87 Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor .t.r.t;AU, Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:41:07PM Page 4 11 Hydraulic Analysis "Remote Area 1© Pipe Type Diameter Job Number: 09015 Report Descrip ion: Residential Flow Velocity HWC Friction Loss Downstream Upstream f Pipe Type Legend Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend, f. 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 Ba1V BFP BV C cplg Cr CV DeiV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fr 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PTV 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 11%* Elbow 2214° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap ,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:41:07PM Page 5 Hydraulic Ovary' Job Number: 09015 Report Description: Residential •S Job Nuneer 09015 Design Engineer KEVIN JENSEN Job Name. WASHINGTON TOWER Peons 206-682-6636 FAX 206-682-6744 Address 1 223 ANDOVER PARK E Sbte CerfigcafoMacerse Number RELIAFP102L1 Address 2 TUKW ILA WA, 98188 AHI CITY OF TUKW ILA Address 3 Jab Site/Building SysteM Density 0.100gpm/ft2 Area of Appfcafion 4 Heads Most Demanding Sprinkler Dab 4.2 K -Factor 15.00 at 12.755 Hose Steams 100.00 Coverage Per 8prinMar 150.00ft2 Number Of Sprinklers Cabubled 4 System Pressure Demand 75.828 Sysbm Fbw Demand 76.43 Total Demand 176.43 @ 75.828 Pressure Result +30.134 (28.4%) StPplies Check Point Gauges Node Name Flow(opm) Hose Flow(opml Static(osi) Residual(osil Identifier Pressure(psi) K-Factor(K) Flow(opml 667 Water Supply PRV 300.00 100.00 106.000 105.900 OUTLET 1--1,0Nf4s , �4' O WAIN,, M ii 01 4892 ,L_',. FP -11 18th 7'0)00,0. q 1 1)8.000; 10 0 5.90} j W11SI41KOTOK STATE w j I CERTIFICETE OF COMP TE $CV FIRE PROTECTION *P*i (K'LER masts Kevin P. 3Jensen{� 48.4 Level 3 i1 �� � i ► on, 1 Ft I L.1 N I 150 135 120 105 vatic Pressure 106.000 • 1.00 @ I 105.900 I E. 76.43 @ 75.828 x:...15 I MM M� I �wlrrrr�w c�tl ', 75 g 60 76.43 with hose streams rwrrl�lrrlrwlwrvwrMl��r� a 45 30 ystem demand curve 15 itiltll itllflll lliltlllt 111111111 111111111 (111111(1 111111111 111111 111 300` 500 600 700 800 900 1000 Water flow gpm ,©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:13:46PM Page 1 Job Number: 09015 Report Description: Residential Water Supply PRV OUTLET at Node 667 150 135 120 105,0000 Static Pressure 106.000 90 @ 105.900 Th n 75 76.43 @ 75.828 N to a` 60 176.43 with hose streams 45 30 System demand curve 15 wuw111111111111111111111111111 111111111 111111111 111111111 111111111 111111111 0 X100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Rytlreufc Graph Water Supply PRV OUTLET at Node 667 Sttc Pressure 106.000 Reskuat Pressure 105.900 @ 300.00 Available Pressure at Time o1 Test 105.963 @ 176.43 System Demand 75.828 @ 76.43 System Demand (Including Moe Allowance at Source) 75.828 @ 176.43 k, © M.E.P.CAD, Inc. ig AutoSPRINKO VR11 v11.0.39.0 10/30/2015 2:14:42PM Page 2 Job Number: 09015 Report Description: Residential Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c,. Sprinkler 651 15.00 15.00 4.2 12.755 Sprinkler 652 15.07 15.00 4.2 12.881 Sprinkler 653 20.60 15.00 5.6 13.525 Sprinkler 654 25.77 15.00 5.6 21.170 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 111 AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:14:54PM Page 3 ill pi Hydraulic Analysis Remote Area 11 Job Number: 09015 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings a Route 1 BL 11010 15.00 5.05 150 0.039961 5'-3 5'-0 10'-3 Pf 0.409 Pe Pv 651 176'-71/2 15.00 661 176'-71/2 4.2 12.755 13.164 Sprinkler, T(5'-0) BL 1.1010 30.07 10.13 150 0.144713 2'-0 1-0 3'-0 Pf 0.434 Pe Pv 661 176'-71/2 15.07 662 176-71/2 13.164 13.598 Flow (q) from Route 2 Tr(1'-0) BL 1.1010 50.67 17.07 150 0.379869 14'-8 6'-0 20'-8 Pf 7.858 Pe Pv 662 176'-7%2 20.60 663 176'-7%2 13.598 21.457 Flow (q) from Route 3 T(5-0), Tr(1'-0) BL 1.1010 76.43 25.76 150 0.812746 6'-11 3'-0 9'-11 Pf 8.068 Pe Pv 663 176'-71/2 25.77 664 176'-71/2 21.457 29.525 Flow (q) from Route 4 2Tr(1'-0), cplg(1'-0) BL 1.0490 76.43 28.37 120 1.554411 1'-71/2 7'-0 8'-71/2 Pf 13.395 Pe Pv 664 176'-7%2 665 176'-71/2 29.525 42.920 E(2'-0), PO(5'-0) CM 1.6820 76.43 11.04 120 0.155944 176'-9%2 24C'-9 201'-6%2 Pf 31.428 Pe 0.571 Pv 665 176'-71/2 666 175'-3%2 42.920 74.919 3E(4'-111/2), T(9'-11) FM 2.6350 76.43 4.50 120 0.017520 2'-0 2'-0 Pf 0.035 Pe 0.874 Pv 666 175'-31/2 667 173'-3%2 74.919 75.828 S 100.00 Hose Allowance At Source 667 176.43 r■a Route 2 BL 11010 15.07 5.08 150 0.040324 6'-01/2 1'-0 7'-01/2 Pf 0.283 Pe Pv 652 176-71/2 15.07 661 176'-71/2 4.2 12.881 13.164 Sprinkler, Tr(1'-0) Q Route 3 DR 11010 20.60 6.94 150 0.071834 0'-91/2 5'-0 5'-91/2 Pf 0.416 Pe -0.343 Pv 653 175'-10 20.60 662 176'-71/2 5.6 13.525 13.598 Sprinkler, T(5'-0) GO Route 4 DR 11010 25.77 8.68 150 0.108720 0'-9%2 5'-0 5'-91/2 Pf 0.630 Pe -0.343 Pv 654 175'-10 25.77 663 176-71/2 5.6 21.170 21.457 Sprinkler, T(5'-0) Equivalent Pipe Llonottis of Valves and Fittings POW; cx } ` J ?lathe Multtpt#er Actual Inside Diameter 437 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:15:06PM Page 4 Hydraulic Analysis Hemcte Area l 1, '. Pipe Type Diameter Job Number: 09015 Report Description: Residential Flow Velocity HWC Friction Loss Downstream Elevation Upstream Pipe Type Legend Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units 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 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 J FrtfimsLege t ALV AngV b BaiV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 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 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''h° Elbow 22/z 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 gA,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 2:15:06PM Page 5 Hydiaulic Overvi Remote Are12 Job Number: 09015 Re ort Descri tion: OrdinaryGroupI , Job, '1: : • , ' ' ', ':::;-...' - ‘ Job Number 09015 Design Page.., KEVIN JENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX 20-682-6744 Address 1 223 ANDOVER PARK E State Cartdicelon/License Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 ANJ City of Tukwila Address 3 Job Site/Bulkling 4 , System ‘,., „ ,,,•• , , ., „,. i Density 0.150gpm/ft2 AS. of ANAcelon 900.00ft2 (Actual 1062.64ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Nose Streams 250.00 Coverage Per Sprinkler 130.00W Number Of Spunk/ere Calculated 10 System Pressure Demand 59.079 System Flaw Demand 220.65 Teti, Demand 470.65 @ 59.079 Pressure Result +43.691 (42.5%) • ,, ,, StrpptieS ,. CtieekIMrit Gauges ., .1.10i Name Flow(oom) Hose Flow(gom) Static(osi) Residual(psil Identifier Pressure(osi) K -Factor K Flow(oom) 762 Water Supply PRV 300.00 250.00 103.000 102.900 OUTLET fe ?I' 1 IS ' it #.*. •i. 1. -'' 'T1-10.1‘,14 OV •S') V st221STEll(5° t- - /V ......... . . —1. 1 i' WA S4 N , 7 ' + ..1, •,. 0 W' d li 4 . 4. Et1 ,A t - fP-12 19M freettpunge level- -,, • Water Supply PRV OUTLET at Node 762 (300.00, 0.00, 103.000,102.900) 150 1, aleumetwituam a WASHINGTON STATE . CERTIFICATE OF COMPETENCY FIRE nioncvlors SPRINKLER !MITSUI" Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection Inc R 10211 e a 1 1 a 135 2 1 tatic Pressure 103 000 9 x''.00 rg 102.900 11: til 75 11.4.15 I S Dote ......................... = co (g 60 220.65 @ 59.079 a 45 - - --w 470.65 with hose streams 30 ystem demand curve 16 1 T 1P300 ,1111111 511111111111111 400 500 111111111 600 Water 111111111 700 flow, 111111111 800 gpm 111111111 900 111 11 1 11 1 1000 k,C) M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:17:16PM Page 1 Bi Job Number: 09015 • Water Supply PRV OUTLET at Node 762 150 135 120 105 ate Pressure 103.(x]0 90 40.00 © 102.900 1 J75 60 _65 @ 59.079 45 r • 470.65 with hose streams demand curve 150 I11111111.1tem 1111.111111111111 IIILItIL.L._111I111€ 1 11111 11 1 1 1 1 1 1 1 1 1 1 1 I II 1 1€ 1 1 1 1 1 1 1 1 1 1 1 1 400 200 300400 500 600 700 800900 1000 Water flow, gpm Hydaufc Graph Water Supply PRV OUTLET at Node 762 Sta.' Pressure 103.000 Residua) Pressure 102.900 @ 300.00 Available Pressure at Tune of Test 102.770 @ 470.65 System Dane. 59.079 @ 220.65 System Dema. (Including Hose Allowance at Source) 59.079 @ 470.65 .E.P.CAD,Inc. AutoSPRINKO VR11 v11.0.39.0 10/30/2015 3:17:26PM Page 2 1 Job Number: 09015 Report Description: Or Device Actual Flow (qpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c Sprinkler 750 19.50 19.50 5.6 12.125 Sprinkler 751 20.50 19.50 5.6 13.398 Sprinkler 752 22.50 19.50 5.6 16.138 Sprinkler 753 24.02 19.50 5.6 18.405 Sprinkler 754 23.22 19.50 5.6 17.189 Sprinkler 755 20.43 19.50 5.6 13.306 Sprinkler 756 21.47 19.50 5.6 14.694 Sprinkler 757 22.05 19.50 5.6 15.510 Sprinkler 758 23.89 19.50 5.6 18.193 Sprinkler 759 23.08 19.50 5.6 16.990 Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 10/30/2015 3:17:39PM Page 3 jrdrau Ai Iysis...Rini* Job Number: 09015 • Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary GP Route 1 BL 10490 19.50 7.24 120 0.124177 10'-3 Pf 1.273 750 188'-6 19.50 5.6 12.125 Sprinkler 751 188'-6 13.398 10'-3 Pe Pv BL 1.0490 40.00 14.85 120 0.469079 11'-2 Pf 7.123 751 188'-6 20.50 5.6 13.398 Sprinkler, 760 188'-6 20.522 2E(2'-0) 4'-0 15'-2 Pe Pv BL 1.0490 62.49 23.20 120 1.070975 4'-8 Pf 10.339 760 188'-6 22.50 20.522 Flow (q) from Route 4 761 188'-6 30.860 PO(5.-0) 6-0 9'-8 Pe Pv CM 2.6350 220.65 12.98 120 0.124541 164.-111/2 Pf 25.671 761 188'-6 110.92 30.860 Flow (q) from Route 2 762 182'-7Y2 59.079 3E(8'-3), T(16 -5%i), S 41'-2 205-1% Pe 2.547 Pv 250.00 Hose Allowance At Source 762 470.65 +fes Route 2 BL 10490 20.43 7.58 120 0.135326 10'-3 Pf 1.387 755 188'-6 20.43 5.6 13.306 Sprinkler 756 188'-6 14.694 10'-3 Pe Pv BL 1.0490 41.89 15.55 120 0.511035 9'-10 Pf 5.030 756 188'-6 21.47 5.6 14.694 Sprinkler 764 188'-6 19.723 9'-10 Pe Pv BL 1.0490 63.95 23.74 120 1.117530 4'-8 Pf 10.788 764 188'-6 22.05 19.723 Flow (q) from Route 3 765 188'-6 30.512 PO(5'-0) 6-0 9'-8 Pe Pv CM 2.6350 110.92 6.53 120 0.034890 10'-0 Pf 0.349 765 188'-6 46.97 30.512 Flow (q) from Route 5 761 188'-6 30.860 10'-0 Pe Pv +® Route 3 DR 10490 22.05 8.19 120 0.155937 0'-4 29'-0 29'-4 Pf 4.574 Pe -0.361 Pv 757 187'-8 22.05 5.6 15.510 Sprinkler, 764 188'-6 19.723 T(5'-0), fd(24'-0) Q Route 4 I DR 10490 22.50 8.35 120 0.161763 0'-4 Pf 4.745 752 187-8 22.50 5.6 16.138 Sprinkler, 760 188'-6 20.522 T(5'-0), fd(24'-0) 29'-0 29'-4 Pe -0.361 Pv f Route 5 BL 10490 23.08 8.57 120 0.169654 12'-4 Pf 6.503 759 187'-8 23.08 5.6 16.990 Sprinkler, 766 188'-6 23.133 E(2'-0), fd(24'-0) 26'-0 38'-4 Pe -0.361 Pv BL 1.0490 46.97 17.44 120 0.631419 6'-8 Pf 7.379 766 188'-6 23.89 23.133 Flow (q) from Route 7 765 188'-6 30.512 PO(5'-0) 5-0 11'-8 Pe Pv RD Route 6 BL 10490 23.22 8.62 120 0.171490 12'-4 Pf 6.574 754 187-8 23.22 5.6 17.189 Sprinkler, 35 188'-6 23.402 E(2'-0), fd(24'-0) 26'-0 38'-4 Pe -0.361 Pv BL 1.0490 47.24 17.54 120 0.638238 6-8 Pf 7.459 35 188'-6 24.02 23.402 Flow (q) from Route 8 761 188'-6 30.860 PO(5'-0) 5'-0 11'-8 Pe Pv Gib Route 7 DR 10490 23.89 8.87 120 0.180728 0'-4 Pf 5.301 758 187-8 23.89 5.6 18.193 Sprinkler, 766 188'-6 23.133 T(5'-0), fd(24'-0) 29'-0 29'-4 Pe -0.361 Pv GO Route 8 DR 10490 24.02 8.92 120 0.182676 0'-4 Pf 5.358 753 187-8 24.02 5.6 18.405 Sprinkler, 35 188'-6 23.402 T(5'-0), fd(24'-0) 29'-0 P9'-4 Pe -0.361 Pv Ectt,4. > e t st s of-valvee;and ew (C "R ) of y} i [C Witte fti7[u ii j { 1100 / Actual Inside Diameter 4.87 Value Of C 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 uJI'KINK(8 VK11 v11.0.39. 10/30/2015 3:17:51 PM Page 4 Hydraulic Analysis Remote Area 12 Pipe Type Diameter Flow Job Number: 09015 Report Description: Ordinary Group I Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type 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 Units Legend Length Eq. Length Total Length Pressure Summary Fittings Legend 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 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 111/4° Elbow Ee2 22Y2° 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. ;il AutoSP RINK® VR11 v11.0.39.0 10/30/2015 3:17:51 PM Page 5 11 Job Number: 09015 Report Description: Ordinary Group I Job Job Number 09015 Design Engineer KEVINJENSEN Job Name. WASHINGTON TOWER Phone 206-682-6636 FAX Address 1 223 ANDOVER PARK E State CerificaloNi.xerae Number RELIAFP102L1 Address 2 TUKWILA, WA 98188 Akb City of Tukwila Address 3 Jab Sib/Building System :`:>F • .., ,, , . ... Density 0.150gpm/ft2 Area or Appkcalon 1950.00ft2 (Actual 2166.41ft2) Abet Demanding Sprinkler Dab 5.6 K -Factor 19.25 at 11.816 Vose Streams 250.00 Covaege Per Sp nkler 128.33ft2 Number Of Sprinklers Calculated 18 SM., Pressure Demand 123.992 System Flaw Demand 391.44 Total Demand 641.44 @ 123.992 Pressure Result +24.787 (16.7%) Supplies, Clk Point Gauges Node Name Flow(oom) Hose Flow(gpml Static(osi) Residual(psil Identifier Pressure(psil K-Factor(K1 Flow(opm) 1 Water Supply 8000.00 250.00 150.000 20.000 3/4 v. ,s.'TBOM,g.6, 1 o 48 IVAL St4 h i FP16 - 3rd Floor Gdte iyat Nod818gD, 29iEl011b0.t300s 24,(}00) . I. MI MM/g1WWWlow Er mom akirMpiiseiMMtslliwQlsNMM OF I WASHINGTON STATE I CERTIFICATE OF COMPETENCY II 1 FIRE PROTECTION SPRINKLER $Y$fENL$k 1 Kevin P1 Jensen I� 4" 8,C t evel 3 � Reliance Fire Protection , Inc I��'Kau i,fGIM i r I I 180 .9 960 astatic 14° ak Pressure 150.000 29k.44 120 @ 123.992 Q = LI 100 641.44 with hose streams az...,, isliN1if11 Mete _ co Iv 80 Mwsssswlssw�rssswsrris o- aSystem 111 60 demand curve 40 5 -.:2 :cif .00@i20.000 F. 0 15 p!IM11111111 46x&^40 111111111 7750 1111 111 9300 Water 111111 I11 10850 flow, 111111111 12400 gprn 111 1 11 1 11 13950 III 1 1 1 I LI 15500 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 1:09:13PM Page 1 Hydraulic Graph Garage RAI 1 Water Supply at Node 1 Job Number: 09015 Report Description: Ordinary Group I .vu 80 " 60 -Static 40 Pressure 150.000 20 00 391.44 641.44 p 123.992 with hose streams BO =System 50 demand curve 10 000.00 0 20.000 0 111111111111111 11111111L_111111111 1 1 1 1 1 11 1 11 1 1 1 1 1 1 F 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 k 1 550' 4650 7750 9300 10850 Water flow, gpm 12400 13950 15500 Hydraulic Graph Water Supply at Node 1 Sbtic Pressure 150.000 Residual. Pressure 20.000 @ 8000.00 Available Pressure at lime of Test 148.780 @ 641.44 System Demand 123.992 @ 391.44 System Demand (Including Hees Allow.nce at Source) 123.992 @ 641.44 ©M.E.P.CAD, Inc. "1` AutoSPRINK®VR11 v11.0.39.0 11/2/2015 1:09:37PM Page 2 1 f Summary Qf OUifliiWlng D@ViCeS•Garag Job Number: 09015 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c? Sprinkler 101 19.25 19.25 5.6 11.816 Sprinkler 102 19.52 19.25 5.6 12.147 Sprinkler 103 20.46 19.25 5.6 13.354 Sprinkler 104 22.40 19.25 5.6 15.999 Sprinkler 105 19.36 19.25 5.6 11.949 Sprinkler 106 19.63 19.25 5.6 12.283 Sprinkler 107 20.58 19.25 5.6 13.503 Sprinkler 108 22.52 19.25 5.6 16.175 Sprinkler 109 19.73 19.25 5.6 12.413 Sprinkler 110 20.00 19.25 5.6 12.759 Sprinkler 111 20.97 19.25 5.6 14.022 Sprinkler 112 22.95 19.25 5.6 16.790 Sprinkler 113 23.62 19.25 5.6 17.787 Sprinkler 114 23.94 19.25 5.6 18.270 Sprinkler 115 23.75 19.25 5.6 17.982 Sprinkler 116 24.07 19.25 5.6 18.469 Sprinkler 117 24.19 19.25 5.6 18.662 Sprinkler 118 24.52 19.25 5.6 19.167 g4> Most Demanding Sprinkler Data [„ © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 1:09:59PM Page 3 IJ f(� s r. . Hyd e An y,s Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream ONO Route 1 BL 14420 19.25 3.78 100 0.036072 9'-2 9'-2 Pf 0.331 Pe Pv 101 3T-3 19.25 5.6 11.816 Sprinkler 102 37'-3 12.147 BL 1.4420 38.77 7.62 100 0.131717 9'-2 9'-2 Pf 1.207 Pe Pv 102 37'-3 19.52 5.6 12.147 Sprinkler 103 3T-3 13.354 BL 1.4420 59.23 11.64 100 0.288541 9'-2 9'-2 Pf 2.645 Pe Pv 103 37'-3 20.46 5.6 13.354 Sprinkler 104 37'-3 15.999 BL 1.4420 81.63 16.04 100 0.522295 3'-21/2 5'-31/2 8'-6 Pf 4.437 Pe Pv 104 37'-3 22.40 5.6 15.999 Sprinkler, 8 37'-3 20.436 T(5'-31/2) BL 1.4420 129.19 25.38 100 1.221023 2'-9 5'-31/2 8'-01/2 Pf 9.828 Pe 1.192 Pv 8 3T-3 47.55 20.436 Flow (q) from Route 4 7 34'-6 31.456 PO(5'-3%2) CM 3.2600 129.19 4.97 100 0.022989 14'-0 14'-0 Pf 0.322 Pe Pv 7 34'-6 31.456 6 34'-6 31.778 CM 3.2600 259.08 9.96 100 0.083297 13'-6 13'-6 Pf 1.125 Pe Pv 6 34'-6 129.90 31.778 Flow (q) from Route 2 5 34'-6 32.903 CM 3.2600 391.44 15.05 100 0.178731 42'-0 14'-4%2 56'-41/2 Pf 10.076 Pe Pv 5 34'-6 132.36 32.903 Flow (q) from Route 3 4 34'-6 42.978 T(14.-41/2) CM 4.2600 391.44 8.81 100 0.048567 1067'-101/2 121'-7 1189'-51/2 Pf 57.768 Pe 12.681 Pv 4 34'-6 42.978 11E(9'-41/2), DPV(18'-3%2) 3 5-3 113.427 CM 4.2600 391.44 8.81 120 0.034662 11'-0 71'-1 82.-11/2 Pf 6.792 Pe 1.413 Pv 3 5'-3 113.427 BV(15'-9%2), 4E(13'-2), PIV(2'-71/2), 2 2'-0 121.631 BFP(-3.946) UG 6.2800 391.44 4.05 140 0.003937 28'-0 22'-1 50'-0%2 Pf 0.197 Pe 2.164 Pv 2 2'-0 121.631 E(22'-1), S 1 -3'-0 123.992 250.00 Hose Allowance At Source 1 641.44 iiil, Route 2 BL 14420 19.36 3.80 100 0.036446 9'-2 9'-2 Pf 0.334 Pe Pv 105 37'-3 19.36 5.6 11.949 Sprinkler 106 37'-3 12.283 BL 1.4420 38.98 7.66 100 0.133082 9'-2 9'-2 Pf 1.220 Pe Pv 106 3T-3 19.63 5.6 12.283 Sprinkler 107 37'-3 13.503 BL 1.4420 59.56 11.70 100 0.291522 9'-2 9'-2 Pf 2.672 Pe Pv 107 3T-3 20.58 5.6 13.503 Sprinkler 108 37'-3 16.175 BL 1.4420 82.08 16.13 100 0.527666 3'-21/2 5'-31/2 8'-6 Pf 4.482 Pe Pv 108 37'-3 22.52 5.6 16.175 Sprinkler, 9 37'-3 20.657 T(5'-31/2) BL 1.4420 129.90 25.52 100 1.233500 2'-9 5'-31/2 8'-01/2 Pf 9.928 Pe 1.192 Pv 9 37'-3 47.81 20.657 Flow (q) from Route 5 6 34'-6 31.778 PO(5'-31/2) ® Route 3 BL 14420 19.73 3.88 100 0.037753 9'-2 9'-2 Pf 0.346 Pe Pv 109 37-3 19.73 5.6 12.413 Sprinkler 110 37'-3 12.759 BL 1.4420 39.73 7.81 100 0.137846 9'-2 9'-2 Pf 1.264 Pe Pv 110 37'-3 20.00 5.6 12.759 Sprinkler 111 37'-3 14.022 BL 1.4420 60.70 11.93 100 0.301930 9'-2 9'-2 Pf 2.768 Pe Pv 111 37'-3 20.97 5.6 14.022 Sprinkler 112 37'-3 16.790 BL 1.4420 83.65 16.43 100 0.546418 3'-21/2 5'-31/2 8'-6 Pf 4.641 Pe Pv 112 37-3 22.95 5.6 16.790 Sprinkler, 10 3T-3 21.431 T(5'-31/2) BL 1.4420 132.36 26.00 100 1.277056 2'-9 5-31/2 8'-01/2 Pf 10.279 Pe 1.192 Pv 10 37'-3 48.71 21.431 Flow (q) from Route 6 5 34'-6 32.903 PO(5.-31/2) fib Route 4 �E ©M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 11/2/2015 1:10:15PM Page 4 ( i Hydraulic Analysis Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.4420 23.62 4.64 100 0.052659 9'-2 9'-2 Pf 0.483 Pe Pv 113 37'-3 23.62 5.6 17.787 Sprinkler 114 37'-3 18.270 BL 1.4420 47.55 9.34 100 0.192209 5.-111/2 5'-31/2 11'-3 Pf 2.166 Pe Pv 114 37'-3 23.94 5.6 18.270 Sprinkler, 8 37'-3 20.436 T(5'-31/2) - Route 5 BL 14420 23.75 4.67 100 0.053192 9'-2 9'-2 Pf 0.488 Pe Pv 115 37'-3 23.75 5.6 17.982 Sprinkler 116 37'-3 18.469 BL 1.4420 47.81 9.39 100 0.194152 5'-111/2 5'-31/2 11'-3 Pf 2.188 Pe Pv 116 37'-3 24.07 5.6 18.469 Sprinkler, 9 37'-3 20.657 T(5-31/2) Si Route 6 BL 14420 24.19 4.75 100 0.055051 9'-2 9'-2 Pf 0.505 Pe Pv 117 37'-3 24.19 5.6 18.662 Sprinkler 118 37'-3 19.167 BL 1.4420 48.71 9.57 100 0.200932 5.-111/2 5'-3Y 11'-3 Pf 2.265 Pe Pv 118 37'-3 24.52 5.6 19.167 Sprinkler, 10 37'-3 21.431 T(5'-31/2) pug Lengths oEVaivis.rid'Piitl s ix ILII [E 'valent Pipe Le ng ( } ] lj O Value M 487 Actual Inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor /, ©M. E.P. CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 11/2/2015 1:10:15PM Page 5 Job Number: 09015 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Pipe Type Legend Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend Fttings 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 De1V DPV E EE Eel Ee2 fd FDC fE fEE fig FN fr 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 11'/4° Elbow 22%2° 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap as,©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/2/2015 1:10:15PM Page 6 CONTENTS: 1327 1 - 15 1327 Al -A2 WPH BLUEBANGER ANCHORAGE RESILIENCE FIRE PROTECTION SEISMIC SWAY BRACE CONCRETE ANCHORAGE BK 10/12/2015 JOB # 1327 223 ANDOVER PARK EAST TUKWILLA, WA tru.ctura.I ngineering 113 W 7th ST. SUITE 205 PHONE: 360-433-9093 VANCOUVER, WA. 98660 EMAIL: MIKE@MDSTRUCTURAL.COM r it. ;; r { CDdDW[EDQ Any 13uilding...Anywhere SOLOVEDA, LLC P.O. Box 78023 Seattle WA 98178 P: 206-793-0046 Mike@Soloveda.com Web: Soloveda.com SOLOVEDA FIELD TEST REPORT Smoke Control Testing: Passive Zones WASHINGTON PLACE TOWER Tukwila WA Report Rendered To: Michael Abrams 1 Senior Consultant JENSEN HUGHES mabrams@jensenhughes.com Soloveda Report Information: Report No.: Solo J#: 1605 Set -Up / Test Dates: 4.23.2018 Report Date: Wednesday, April 25, 2018 Questions Regarding This Report: Please Contact: Mike Henry Ph: 206.793.0046 Email: Mike@Soloveda.com WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 1 IOLOVEDA WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report Wednesday, April 25, 2018 Michael Abrams 1 Senior Consultant JENSEN HUGHES 23109 55th Ave West Mountlake Terrace, WA 98043 0: +1206-926-4010, Ext. 27064 1 C: +1425-471-8607 mabrams@jensenhughes.com 1 www.jensenhughes.com Re: Results of Smoke Control Testing on Passive Zones — WA PLACE TOWER, Tukwila WA; Michael, Please find Soloveda's report of findings following Smoke Control Testing at WA PLACE TOWER on April 23rd, 2018. Soloveda tested 38 individual units to determine smoke barrier leakage rates. Procedural Summary: Following isolation masking of intentional ventilation penetrations in each unit, Soloveda induced (+) positive pressure differentials and recorded resultant flow rates at 5 varying target pressures. Those pressure target levels included: * Target Pressure No. 1: 0.05 "WC * Target Pressure No. 2: 0.08 "WC * Target Pressure No. 3: 0.12 "WC * Target Pressure No: 4: 0.18 "WC * Target Pressure No: 5: 0.20 "WC Performance Summary: The table on page 2 Identifies each of the unit numbers tested and the corresponding flow rates recorded during assessments. All of the units passed without issue. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 2 8OLOVEDA WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report RESULTS MATRIX: WA PLACE / SMOKE CONTROL TESTING OF PASSIVE SPACES / APRIL 23rd, 2018 Room # 0.05" WC Flow/Cfm 0.08" WC Flow/Cfm 0.12" WC Flow/Cfm 0.18" WC Flow/Cfm 364 0.20"WC Flow/Cfm Pass/Fail 201 173 226 309 426 Pass 202 169 225 298 370 435 Pass 205 157 200 253 302 349 Pass 213 238 311 410 490 552 Pass 309 170 228 248 273 298 Pass 313 275 386 441 546 567 Pass 318 142 188 238 302 353 Pass 323 178 386 570 699 820 Pass 305H 122 150 176 211 238 Pass 316H 68 102 136 181 215 Pass 323H 122 142 168 199 232 Pass 418 130 189 288 369 432 Pass 502 49 163 219 249 308 Pass 502H 55 87 155 219 244 Pass 505 155 195 251 313 342 Pass 6 513 183 253 332 394 462 Pass 601H 7 20 56 75 111 Pass 613 170 211 298 361 420 Pass 713 177 268 360 410 456 Pass 813 171 232 265 322 364 Pass 913 174 214 289 348 370 Pass 1225 32 54 71 146 228 Pass 1228 65 81 121 130 192 Pass 1229 196 222 271 347 414 Pass 1234 50 70 101 165 243 Pass 1236 126 205 355 447 551 Pass 1303 198 269 333 446 498 Pass 1329 142 187 214 260 350 Pass 1411 235 312 416 487 567 Pass 1429 132 169 203 279 314 Pass 1433 173 210 257 328 360 Pass 1511 250 298 366 447 511 Pass 1611 205 297 387 451 515 Pass 1801 283 355 531 670 790 Pass 1808 150 186 257 378 436 Pass 1809 384 458 581 715 782 Pass 1839 344 477 622 764 891 Pass * PLEASE SEE ACCOMPANYING TESTING DATASHEETS WHICH IDENTIFY CALCULATIONS/RESULTS FOR EACH INDEPENDENT UNIT. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 3 c 0 c SOLOVEDA f • • 4 • WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report Please call if you have any questions, or if we may be of additional service. Regards, /at goy President Soloveda LLC Ph: 206.793.0046 Fx: 206.238.3130 Mike(5Sol oveda. com This report was prepared for Soloveda's client and contains findings, comments, and observations made by a qualified representative of Soloveda. The report is intended to serve as a Quality Assurance tool, and is provided in a timely manner so that remedial action can be undertaken as necessary. Note that the testing conducted was not inclusive of all specimens present and is therefore limited in nature. Accordingly, Soloveda's statements contained herein do not constitute approval, disapproval, certification, acceptance of performance of products materials, or endorsement by this laboratory/ testing agency. The report is the exclusive property of our client, and relates solely to the specimens tested. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 4 WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE E-1 c APPENDIX E: SOLOVEDA PASSIVE BARRIER DOOR FAN REPORT 0 c JENSEN HUGHES t ,q CD LCDWIE I D& Any Building...Anywhere_ SOLOVEDA, LLC P.O. Box 78023 Seattle WA 98178 P: 206-793-0046 Mike@Soloveda.com Web: Soloveda .com SOLOVEDA FIELD TEST REPORT Smoke Control Testing: Passive Zones WASHINGTON PLACE TOWER Tukwila WA Report Rendered To: Michael Abrams 1 Senior Consultant JENSEN HUGHES mabrams@jensenhughes.com Soloveda Report Information: Report No.: Solo J#: 1605 Set -Up / Test Dates: 4.23.2018 Report Date: Wednesday, April 25, 2018 Questions Regarding This Report: Please Contact: Mike Henry Ph: 206.793.0046 Email: Mike@Soloveda.com WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 1 sOLOVEDA • r ! • WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report Wednesday, April 25, 2018 Michael Abrams 1 Senior Consultant JENSEN HUGHES 23109 55th Ave West Mountlake Terrace, WA 98043 0: +1206-926-4010, Ext. 27064 1 C: +1425-471-8607 mabrams@jensenhughes.com 1 www.jensenhughes.com Re: Results of Smoke Control Testing on Passive Zones — WA PLACE TOWER, Tukwila WA; Michael, Please find Soloveda's report of findings following Smoke Control Testing at WA PLACE TOWER on April 23rd, 2018. Soloveda tested 38 individual units to determine smoke barrier leakage rates. Procedural Summary: Following isolation masking of intentional ventilation penetrations in each unit, Soloveda induced (+) positive pressure differentials and recorded resultant flow rates at 5 varying target pressures. Those pressure target levels included: * Target Pressure No. 1: 0.05 "WC * Target Pressure No. 2: 0.08 "WC * Target Pressure No. 3: 0.12 "WC * Target Pressure No: 4: 0.18 "WC * Target Pressure No: 5: 0.20 "WC Performance Summary: The table on page 2 Identifies each of the unit numbers tested and the corresponding flow rates recorded during assessments. All of the units passed without issue. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 2 •OLOVEDA WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report RESULTS MATRIX: WA PLACE / SMOKE CONTROL TESTING OF PASSIVE SPACES / APRIL 23`d, 2018 Room # 0.05" WC 0.08" WC Flow/Cfm Flow/Cfm 0.12" WC Flow/Cfm 0.18" WC Flow/Cfm 364 0.20"WC Flow/Cfm pass/Fail 201 173 226 309 426 Pass 202 169 225 298 370 435 Pass 205 157 200 253 302 349 Pass 213 238 311 410 490 552 Pass 309 170 228 248 273 298 Pass 313 275 386 441 546 567 Pass 318 142 188 238 302 353 Pass 323 178 386 570 699 820 Pass 305H 122 150 176 211 238 Pass 316H 68 102 136 181 215 Pass 323H 122 142 168 199 232 Pass 418 130 189 288 369 432 Pass 502 49 163 219 249 308 Pass 502H 55 87 155 219 244 Pass 505 155 195 251 313 342 Pass a 513 183 253 332 394 462 Pass 601H 7 20 56 75 111 Pass 613 170 211 298 361 420 Pass 713 177 268 360 410 456 Pass 813 171 232 265 322 364 Pass 913 174 214 289 348 370 Pass 1225 32 54 71 146 228 Pass 1228 65 81 121 130 192 Pass 1229 196 222 271 347 414 Pass 1234 50 70 101 165 243 Pass 1236 126 205 355 447 551 Pass 1303 198 269 333 446 498 Pass 1329 142 187 214 260 350 Pass 1411 235 312 416 487 567 Pass 1429 132 169 203 279 314 Pass 1433 173 210 257 328 360 Pass 1511 250 298 366 447 511 Pass 1611 205 297 387 451 515 Pass 1801 283 355 531 670 790 Pass 1808 150 186 257 378 436 Pass 1809 384 458 581 715 782 Pass 1839 344 477 622 764 891 Pass * PLEASE SEE ACCOMPANYING TESTING DATASHEETS WHICH IDENTIFY CALCULATIONS/RESULTS FOR EACH INDEPENDENT UNIT. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 3 c c •OLOVEDA WA PLACE SMOKE CONTROL TESTING April 25, 2018 Report Please call if you have any questions, or if we may be of additional service. Regards, M1 #4V7 President Soloveda LLC Ph: 206.793.0046 Fx: 206.238.3130 Mike@Soloveda.com This report was prepared for Soloveda's client and contains findings, comments, and observations made by a qualified representative of Soloveda. The report is intended to serve as a Quality Assurance tool, and is provided in a timely manner so that remedial action can be undertaken as necessary. Note that the testing conducted was not inclusive of all specimens present and is therefore limited in nature. Accordingly, Soloveda's statements contained herein do not constitute approval, disapproval, certification, acceptance of performance of products materials, or endorsement by this laboratory/ testing agency. The report is the exclusive property of our client, and relates solely to the specimens tested. WA PLACE TOWER: SMOKE CONTROL TESTING 4/25/18 PAGE 4 JENSEN HUGHES 23109 55th Ave W Mountlake Terrace, WA 98043 USA jensenhughes.com +1206-926-4010 Fax: +1425-775-0900 SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT WASHINGTON PLACE TUKWILA, WASHINGTON Prepared For: Apollo Mechanical Contractors 4230 B Street NW Aubum, Washington 98001 June 4, 2018•Rev 0 Project #: 1 CWC15003.001 0: +1206-926-4010 F: +1 425-7758-0900 23109 55th Ave W Mountlake Terrace, WA 98043 USA jensenhughes.com JENSEN HUGHES 23109 55th Ave W Mountlake Terrace, WA 98043 USA jensenhughes.com +1206-926-4010 Fax: +1425-775-0900 SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT WASHINGTON PLACE TUKWILA, WASHINGTON Prepared For: Apollo Mechanical Contractors 4230 B Street NW Auburn, Washington 98001 June 4, 2018 -Rev 0 Project #: 1 CWC15003.001 0: +1206-926-4010 F: +1425-7758-0900 2310955th Ave W Mountlake Terrace, WA 98043 USA jensenhughes.com WASHINGTON PLACE — SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE i 0 TABLE OF CONTENTS 1. INTRODUCTION 1 2. APPLICABLE CODES 1 3. DOCUMENTS REVIEWED 1 4. BUILDING DESCRIPTION 2 4.1. Stair Enclosures 2 4.2. 4.2 Elevators 2 5. SMOKE CONTROL METHODOLOGY 2 5.1. Active Smoke Control Design 2 5.2. Passive Smoke Control Design 3 6. SMOKE CONTROL SPECIAL INSPECTIONS PROGRAM 3 6.1. Passive Smoke Control Component Inspection 3 6.2. Active Smoke Control Component Inspection 4 6.3. Passive and Active Functional Testing 5 6.4. Passive Barrier Door Fan Testing 6 6.5. Performance Test — Air Flow, Pressure Differentials and Door Opening Forces 6 7. CONCLUSION 7 APPENDIX A: SPECIAL INSPECTION DAILY REPORTS A-1 APPENDIX B: SPECIAL INITIATING DEVICE INSPECTION SHEETS B-1 APPENDIX C: NEUDORFER ENGINEERS SMOKE CONTROL AIR BALANCE REPORT C-1 APPENDIX D: JENSEN HUGHES BARRIER LEAKAGE CALCUATIONS D-1 APPENDIX E: SOLOVEDA PASSIVE BARRIER DOOR FAN REPORT E-1 JENSEN HUGHES WASHINGTON PLACE — SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 1 e C 1. INTRODUCTION Smoke control systems involve the interaction of several distinct and separate building systems, construction features, and operational modes. Given the need to coordinate the function and operation of even the simplest smoke -management system design, the International Building Code (IBC) requires special inspection for smoke control systems. The purpose of the special inspection program is to ensure that the installing contractors have installed the smoke control systems and the systems operate in accordance with the approved construction documents and applicable codes. JENSEN HUGHES has been retained by Apollo Mechanical Contractors to serve as the Special Inspection Agency for the smoke control system in accordance with Section 909.3 of the IBC for Washington Place in Tukwila, Washington. This document is intended to serve as the Smoke Control Inspection Final Report prescribed in Sections 909.18.8.3 and 909.18.8.3.1 of the IBC. 2. APPLICABLE CODES The smoke control special inspections were performed to confirm compliance with the following codes: • 2012 Edition of the International Building Code (IBC), as amended by the State of Washington and the City of Tukwila. Title 16 of the City of Tukwila Municipal Code (related to smoke control provisions only). • 2012 Edition of the International Fire Code (IFC), as amended by the State of Washington and the City of Tukwila. Title 16 of the City of Tukwila Municipal Code (related to smoke control provisions only). • 2012 International Mechanical Code (IMC), as amended by the State of Washington and the City of Tukwila. Title 16 of the Tukwila Municipal Code (related to smoke control provisions only). • NFPA 72 (2013) — National Fire Alarm and Signaling Code. 3. DOCUMENTS REVIEWED Prior to conducting the special inspection activities, JENSEN HUGHES reviewed the following City of Tukwila approved design to gain an understanding of the design objective. The construction documents were reviewed to determine the means and methods of complying with the design objective and applicable codes. • Washington Place Smoke Control Rational Analysis, prepared by JENSEN HUGHES, latest revision dated December 19, 2017. • Washington Place Smoke Control Special Inspection Test Plan, prepared by JENSEN HUGHES, latest revision dated November 7, 2017. • Washington Place Fire Alarm Drawings, prepared by Convergint Technologies, dated July 7, 2016. • Washington Place As -Built Mechanical Drawings, prepared by Inventrix Engineering, dated November 28, 2017. • Washington Place Life Safety Drawings, prepared by Group West Architects, dated May 18, 2015 JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 2 4. BUILDING DESCRIPTION Washington Place is a 19 -story building, primarily consisting of Group R-1 (Hotel) and Group R-2 (Apartments). The hotel rooms occupy approximately 50 percent of the floor plan on Levels 3 through 11. The apartment units extend from Level 1 through 18. Levels 1 and 2 atmospherically connect with each other and consists of apartment units, hotel lobby and amenities, an indoor swimming pool, and meeting rooms. Level 19 consists of a hotel and apartment amenity level. 4.1. Stair Enclosures Three enclosed exit stairs serve Washington Place; designated as Stairs 1, 2 and 3. Stairs 1 and 2 serve floors greater than 75 feet above the lowest level of fire department access and discharge through horizontal transitions of the stairs to grade at Level 1. Stair 1 discharges into the main lobby area at grade on Level 1. 4.2. Elevators A total of four elevator hoistways serve the Washington Place building. All of the elevator hoistways are protected by elevator lobbies in accordance with Section 713.14.1 of the IBC. Two hoistways serve the hotel and extend from Levels 1 through Level 11. One hoistway contains two elevators, designated as H ELV-01 and H ELV-02. The second hoistway contains a single fire service access elevator, designated as H ELV-03. The elevators serving the apartments extend from Level 1 through Level 19. One hoistway contains two elevators designated as A ELV-05 and A ELV-06, and the second hoistway contains a single fire service access elevator, designated as A ELV-04. 5. SMOKE CONTROL METHODOLOGY The intent of smoke control systems is to provide a tenable environment to occupants during evacuation and relocation. The IBC identifies two fundamental methods of smoke control; active and passive. As defined in the Rational Analysis, both the pressurization and passive method of smoke control is to minimize the potential migration of smoke. Passive smoke control is utilized for the residential units, retail areas, offices, and corridors. The corridors on the residential levels (2 through 19) are constructed as smoke barriers. Elevator lobbies are provided to protect the elevator hoistways in accordance with IBC Section 713.14.1. 5.1. Active Smoke Control Design The pressurization method of smoke control is provided for the three stair enclosures to maintain a tenable means of egress within the stair enclosure to the exit discharge. Table 1 identifies each stair designated and the associated fan designation. IBC Section 909 20.5 requires a minimum positive pressure of 0.10 -inch water column and a maximum of 0.35 -inch water column relative to each floor without exceeding a 30 -pound door opening force as prescribed in IBC Section1008.1.3. Table 1: Pressurized Stair Enclosures Stair ID Fan ID Stair 1 PF -S1 Stair 2 PF -S2 Stair 3 PF -S3 JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 3 c e c Each fan is equipped with a variable frequency drive to adjust the fan speed for balancing the stair enclosures. The air balance report in Appendix A identifies the final VFD settings required to obtain required pressure differentials. To comply with the Washington State Energy Codes, a motorized damper is provided at the injection point into the stair enclosure. Although not required by the Building Code, and not prescribed in the Rational Analysis, each stair is equipped with a barometric relief damper. A motorized damper is provided at each relief damper in accordance with the Washington State Energy Codes. 5.2. Passive Smoke Control Design Passive smoke control utilizes smoke barriers and compartmentalization prescribed in Chapter 7 of the IBC to restrict the migration to other areas of the building. When installed correctly, inspected and tested in accordance with Section 909, they have proven to be an extremely effective and reliable means of smoke control. According to Principles of Smoke Management, by Klote and Milke, "Barriers with sufficient fire endurance to remain effective throughout a fire exposure have a long history of providing protection against fire spread. In such fire compartmentation, the walls, partitions, floors, doors, and other barriers provide some level of smoke protection to spaces remote from the fire." Passive smoke control is utilizer for retail areas, offices, and corridors. The corridors on the residential levels (Levels 2 through 19) are constructed as smoke barriers. Each residential unit is a sub -passive zone of the overall floor. Elevator lobbies are provided to protect the elevator hoistways in accordance with IBC Section 713.14.1. 6. SMOKE CONTROL SPECIAL INSPECTIONS PROGRAM The smoke control special inspection testing program for the Washington Place project was conducted in three phases. The first phase consisted of inspection and testing the individual active and passive smoke control components. These components included opening protection at smoke barriers (doors and fire/smoke dampers). The second phase consists of verifying correct sequence of operation of active and passive smoke control system. The final phase is testing the performance of the smoke control system by measuring pressure differentials and door opening forces serving the exit stair enclosure and verifying the integrity of the passive smoke barriers. Daily Reports, identifying the tests performed are included in Appendix B of this Report. 6.1. Passive Smoke Control Component Inspection JENSEN HUGHES inspected each fire/smoke damper to ensure the damper was installed in accordance with the manufacturers' installation instructions and applicable codes. The rated doors at passive smoke barriers were inspected to confirm the doors were labeled as prescribed in the approved Rational Analysis and applicable codes. Doors on magnetic hold -opens were tested to close and fully latch. Intumescent smoke seals were confirmed to be secured. Door Sweeps were verified to be installed at stair enclosures in accordance with NFPA 105. During the course of this testing, we identified the following deficiencies. The Daily Reports from April 18, 2018 through April 23, 2018 in Appendix C document each issue and re -inspection to confirm the deficiency is corrected: 1. The fire/smoke dampers recently added on the 19th Floor, between the Hotel Sky -Club and the Apartment Club, had not been wired. As such, these dampers, did not close upon activation of the area smoke detector. a. The dampers were re -wired, tested, and proven operational. JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 4 e 0 2. When testing the shaft fire/smoke dampers serving Levels 1 and 2, the dampers did not close upon initiation of the associated smoke detectors. It was noted the cause of the failure was the dampers were wired in the fail -open position. a. The dampers were re -wired, tested, and proven operational. 3. JENSEN HUGHES identified duct -mounted smoke detectors were installed in the shaft dampers serving Levels 1 and 2. IBC Section 717.3.3.2.1 states that where local smoke detectors are installed to close a fire/smoke damper and require a minimum velocity to operate, the dampers are required to close when the fan is shutdown. As duct -mounted smoke detectors require a minimum velocity to operate, and the dampers did not close when the fan shuts down, the installation of duct -mounted smoke detectors does not comply with the Code. a. Since this shaft only serves Levels 1 and 2, and area smoke detectors are installed in all areas serves by the by the duct, JENSEN HUGHES determined the area detectors can be utilized as the means of closing the fire/smoke dampers in accordance with IBC Section 717.3.3.2.5. Therefore, the duct -mounted smoke detectors are not necessary. The duct detectors remained in place as secondary means of closing the dampers. 4. The Building Code and approved Smoke Control Report requires the residential corridor to be constructed as 1 -hour fire partitions and 20 -minute doors listed for smoke and draft control. The doors serving the storage rooms were not rated. After further review, the approved architectural drawings did not identify the walls serving the storage rooms as fire partitions. a. The Contractor retained Intertek to inspect and modify the doors to comply with the provisions of the Code. Intertek labeled each door as 20 -minute fire rated and smoke/draft control. JENSEN HUGHES re -inspected the doors on May 14, 2018 and confirmed the doors were labeled. 5. JENSEN HUGHES identified multiple rated doors were missing magnetic hold -open devices or did not close and latch as required. It was also noted that multiple through penetrations at rated walls were not property fire -stopped. a. Prior to completing the special inspection process, JENSEN HUGHES inspected or re- tested each door to confirm compliance with the Code. The areas were fire -stopping was incomplete were re -inspected and verified the fire -stopping systems were installed correctly. 6. JENSEN HUGHES observed through penetrations that were not properly fire -stopped. a. Prior to completing the special inspection process, JENSEN HUGHES inspected or re- tested each door to confirm compliance with the Code. 6.2. Active Smoke Control Component Inspection JENSEN HUGHES inspected the stair pressurization fans to confirm the fans were properly secured on non-combustible supports and the fan nameplate reflected approved design documents. The air intake was confirmed to be within 20 feet from any exhaust discharge opening. The motorized dampers associated with the stair pressurization fans were tested to confirm the dampers are wired to fail open. JENSEN HUGHES also verified that when the smoke control system is called to run and the damper does not open, a fault is annunciated at the graphic control panel. JENSEN HUGHES WASHINGTON PLACE — SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 5 C 0 6.3. Passive and Active Functional Testing IBC Section 909.18.7 states, "Each smoke zone equipped with an automatic -initiation device shall be put into operation by the actuation of one such device. Each additional device within the zone shall be verified to cause the same sequence without requiring the operation of fan motors in order to prevent damage." After confirming the individual components were installed and operated in accordance with manufacturers' installation instructions, applicable codes, and approved design documents, JENSEN HUGHES functionally tested the systems to verify the correct sequence of operation. As prescribed in the Rational Analysis, activation of any fire alarm initiating device will activate the passive and active smoke control sequence of operation. In addition to common area smoke detectors and fire sprinkler waterflow switches, The City of Tukwila required the residential unit smoke detectors to activate the stair pressurization fans. JENSEN HUGHES initiated every fire sprinkler waterflow switch and a representative sample of area detectors and guestroom smoke detectors serving each level to confirm the correct sequence of operation indicated below. JENSEN HUGHES reviewed the fire alarm program to verify all fire alarm initiating devices that were not tested performed the identical sequence of operation, which is identified below. Appendix D includes the fire alarm initiating inspection test sheets for all devices tested. 1. The fire alarm control panel annunciated the correct device in alarm. 2. All doors on magnetic hold -opens closed and latched. 3. Passive smoke fire/smoke dampers closed as required 4. The motorized dampers serving the stair pressurization fans and barometric dampers fully opened. 5. All stair pressurization fans activated after dampers fully opened. 6. The firefighters' graphic control panel annunciated correct status. Included in the testing process was verification of manual over -ride functions at the firefighters' graphic control panel. The override functions included the following: 1. The manual switches at the graphic control panel have the capability of manually starting the stair pressurization fan without an alarm. 2. Upon activation of the area smoke detector at the top of each stair enclosure designed to de - energize the associated stair pressurization, JENSEN HUGHES verified the manual switch at the firefighters' graphic control panel was capable of re -starting the fan. After receiving confirmation from Nuedorfer Engineers, Inc., the air balance company retained by the Contractor that the final balance of the stair enclosures was complete, JENSEN HUGHES tested each stair pressurization fan for monitoring of power down -stream of the disconnect and airflow. The following details this process for each fan: 1. Activated a fire alarm initiating device to start the stair pressurization fans. a. Confirmed run status at the firefighters' graphic control panel for each stair pressurization fan. 2. Operate fan disconnect required by NFPA 70 to "OFF" at stair pressurization fan. a. Confirmed fault status at the firefighters' graphic control panel for the associated fan. b. Confirmed fire alarm control panel annunciated Toss of power for the associated fan. 3. Mechanical Contractor removed belts serving the stair pressurization. JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 6 4. Operate fan disconnect to "ON" at stair pressurization fan. a. Confirmed fault status at the firefighters' graphic control panel for the associated fan. b. Confirmed fire alarm control panel annunciated no airflow for the associated fan. 5. Operate fan disconnect to "OFF" at stair pressurization fan. 6. Mechanical Contractor re -installed belts. a. Operate fan disconnect to "ON" at stair pressurization fan. b. Confirmed run status at the firefighters' graphic control panel for stair pressurization fan. JENSEN HUGHES verified the weekly self -test was programmed and operational. As the doors on magnetic hold -opens are not monitored for status, their function is not included as part of the weekly self - test. 6.4. Passive Barrier Door Fan Testing The approved Smoke Control Special Inspection Test Plan states, "Due to multiple passive smoke zones, i.e. residential units, a minimum of 10 percent of the residential units will be evaluated for tightness of smoke barrier construction through door fan testing. The special inspector will provide calculations regarding the maximum allowable leakage and each zone will be noted as pass or fail depending upon its actual leakage compared to the maximum allowable." JENSEN HUGHES prepared barrier leakage calculations for each room type and size. The Contractor retained Soleveda to perform the door fan testing based upon the barrier leakage calculations. JENSEN HUGHES witnesses the means and methods of testing to confirm the process complied with the intent of the Code. Soloveda prepared and submitted a Smoke Control Passive Zone Testing Report dated April 25, 2018 documenting the test results. Based upon our review, the actual leakage in each room was far below the maximum required by Code. A copy of the Jensen Hughes barrier leakage calculations and the Soloveda Report is included in Appendix E. 6.5. Performance Test — Air Flow, Pressure Differentials and Door Opening Forces The approved Rational Analysis and IBC Section 909 20.5 requires the stair enclosures to be pressurized to maintain a minimum positive pressure of 0.10 -inch water column and a maximum of 0.35 -inch water column relative to each floor without exceeding a 30 -pound door opening force. The Contractor retained Neudorfer Engineers, Inc. to balance and document the pressure differentials and door opening forces in the stair enclosures in accordance with the approved design documents and applicable codes. Neudorfer Engineers also examined the fans for correct rotation, voltage amperage RPM and belt tension, as prescribed in Section 909.18.5. The Air Balance Report prepared by Neudorfer Engineers, dated May 2, 2018 and included in Appendix C, identifies the final pressure differentials, door opening forces, fan data, and VFD settings for each pressurization fan. After balancing the stair enclosures, JENSEN HUGHES witnessed the pressure differentials and door openings forces in each stair enclosure with the City of Tukwila Fire Department on May 3, 2018. Although JENSEN HUGHES will typically witness the pressure differentials and door opening force at every opening, the Tukwila Fire Department indicated that they only wanted to witness a percentage of the pressures door opening forces. JENSEN HUGHES witnessed approximately 75 percent of the openings. All of the measurements witnessed by JENSEN HUGHES and the Tukwila Fire Department Cwere above the minimum acceptable pressure differential without exceeding the maximum pressures and door opening forces. JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE 7 As previously indicated, the Contractor installed barometric relief dampers. Neudorfer Engineers balanced and measured the relief dampers to discharge a minimum of 2,500 cfm that would be typically be required when prescribed in the Smoke Control Rational Analysis. The final readings for each relief damper are included in the Neudorfer Engineers' Report. 7. CONCLUSION JENSEN HUGHES has completed the special inspection of the smoke control system in accordance with Section 909 of the International Building Code. There are no outstanding issues. To ensure the system continues to function as designed and tested, the smoke control system should be maintained in accordance with Section 909.20 of the International Fire Code. Submitted by, JENSEN HUGHES, INC. Prepared by: Reviewed by: ichael rams Carl W. Chappell, P.E. Senior Consultant Senior Fire Protection Engineer MNCWC:ts 1CWC15003.001\Smoke Control Special Inspection Final Report_Washington Place_20180604-Rev 0 JENSEN HUGHES WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE A-1 c APPENDIX A: SPECIAL INSPECTION DAILY REPORTS e c JENSEN HUGHES e Smoke Control System DAILY INSPECTION REPORT Project: WA Place Inspector: M. Abrams Date: April 18, 2018 ITEMS/AREAS/SYSTEMS INSPECTED OR TESTED: Item Description 1 Attempted to test area detectors associated with fire/smoke dampers on Level 19 to confirm dampers on 19 close as required. The recently added damper was not wired and controlled by the fire alarm system. 2 Tested a representative sample of area smoke detectors in the corridors on levels 18 through Level 3 to confirm the corridor dampers closed as required. There were no issues with these dampers. As the testing team could not identify the locations of all fire/smoke dampers on Levels 1 and 2, we will need the assistance of the mechanical contractor to test these dampers. 3 j Tested Elevator lobby smoke detectors, confirming start-up of elevator pressurization fan and override at FFGP. See I deficiency 2 below. DEFICIENCIES NOTED: Item Description: 1 Section 909.12 — Tested VFD to determine if the FVD is programmed to capable of detecting air movement within the intent of the design providing an output to annunciate status at fire alarm control panel and graphic control panel. When removing the belts, the fan did not annunciate a fault condition. The VFD will need to be programmed or a current transducer will need to be installed. 2 Section 909.5.2 - Doors installed with magnetic hold -open devices on level 19 are missing partial, or all of magnetic door hold -open hardware 3 1 Section 909.5.2.and Table 4 of the Washington Place Fire/Life Safety Report (see attached). During the cursory review of opening protection requirements, we identified a non -non -rated corridor door on the 18th floor. Contractor indicated that all doors the 18th floor do not need to be rated. Recommend Contractor discuss with rating requirements with architect and author of the Fire/Life Safety Report. CORRECTIONS MADE: Item Description: 1 The dampers on level 19 were wired programmed, tested and proven functional. DAILY LOG: Item General Comments 1 The detectors installed in a vertical shaft are duct -mounted smoke detector. According the manufacturers data sheet, the detector requires a minimum of 100 FPM to operate. Section 717,3,3,2-1 states: "Other than in mechanical smoke control systems, dampers shall be closed upon fan shutdown where local smoke detectors require a minimum velocity to operate" The system is not currently designed to shut -down the fan. However, the shaft only serves two levels and full area smoke detection is provided in the moms on both levels. Jensen Hughes will confirm the detectors in the rooms close the dampers in the shaft. Inspectors Signature: . 'i' <- L__.__- _ 1 of 1 c Smoke Control System DAILY INSPECTION REPORT Project: WA Place Inspector: M. Abrams Date: April 19, 2018 ITEMS/AREAS/SYSTEMS INSPECTED OR TESTED: Item Description 1 Completed testing of fire smoke dampers on all floors by testing a representative sample of smoke detectors 2 Tested stair pressurization sequence of operation by testing waterflow switch on each floor and a representative sample of area smoke detectors on each floor 3 Retested on one stair pressurization fan to confirm the VDS provides an output to the fire alarm panel when the belts were removed. See Item 1 under the Deficiencies Noted Section of the April 18, 2018 Daily Report. 1 4 Initial testing of fire/smoke dampers on Level 1 showed they were wired to fail open. See Corrections Made Section Below 5 Motorized isolation dampers serving the stair pressurization fans are provided with disconnect toggle switches. Verified all of these dampers are wired to fail open. The system will continue to function if the toggle switch is left in in the off position and therefore the toggle switch does not need to be monitored. DEFICIENCIES NOTED: Item Description: 1 After further review of the rated doors, we identified each storage room serving the residential corridor as non -rated. Please see Item 3 under the Deficiencies Noted Section of the Ap►i118, 2018 Daily Report. 2 Storage room doors in FSA and passenger lobby on level 19 are not rated in accordance with Section 716.5.3 3 Penetrations at fire/service lobbies on LeveI19 are not fire/stopped. 4 Lobby doors on multiple levels do not close and latch. CORRECTIONS MADE: Item Description: 1 The dampers on level 1 and 2 were wired, programmed, tested and proven functional. DAILY LOG: Item General Comments 1 With the exception of verifying the stair pressurization fans provide a fault signal when airflow is not detected, all functional testing has been completed. Testing of the stair pressurization fan airflow will occur after final air balance. Inspectors Signature:_ ,�-- ..,%"----- 1 of 1 C c Smoke Control System DAILY INSPECTION REPORT Project: WA Place Inspector: M. Abrams Date: April 23, 2018 ITEMS/AREAS/SYSTEMS INSPECTED OR TESTED: Item Description 1 I Met with Soloveda to discuss requirements for door fan testing. 2Witnessed a few door fan tests to confirm the means and methods they testing the passive rooms comply with the Iapplicable codes 3 DEFICIENCIES NOTED: Item Description: 1 2 3 1 CORRECTIONS MADE: Item Description: 1 The dampers on level 19 were wired programmed, tested and proven functional. DAILY LOG: Item 1 General Comments 1 Inspectors Signature:_ . -Ic' -,, .'=---- 1 of 1 c C Q: Smoke Control System DAILY INSPECTION REPORTJE N S E N HUGHES Project: WA Place Advancing the Science of Safety Inspector: M. Abrams Date: May 3 2018 ITEMS/AREAS/SYSTEMS INSPECTED OR TESTED: Item Description 1 Witnessed pressure differentials and door opening forces between stair enclosures and floors. The City of Tukwila Fire Dept. was present during this test. Although Jensen Hughes would require witnessing pressure differentials at every opening, the City of Tukwila Fire Department only required a witnessing a representative sample of pressures differentials. This consisted of approximately 70% of all openings. Of the openings tested, all pressures and door opening forces were will within prescribed Code. 2 Confirmed doors on magnetic hold -open devices at elevator lobbies closed and latched as required. 3 Although not required by Code, a barometric relief was provided by the contractor. Measured the CFM through one relief. The opening was too small to relief 2,500 CFM which typically the design objective when they are installed. DEFICIENCIES NOTED: Item Description: 1 None 2 3 CORRECTIONS MADE: Item Description: 1 None DAILY LOG: Item General Comments 1 Inspectors Signature: ,,--_ ..---- 1 of 1 Smoke Control System DAILY INSPECTION REPORT J E N S E N HUGHES Project: WA Place Aclvancino the Science of Safety Inspector: M. Abrams Date: May 14, 2018 ITEMS/AREAS/SYSTEMS INSPECTED OR TESTED: Item Description 1 Re -inspected storage room walls and doors that were not rated as required by Code. Please refer to Daily Reports, April 18th and 19th for details regarding these deficiencies. 2 3 DEFICIENCIES NOTED: Item Description: 1 None CORRECTIONS MADE: Item Description: 1 The doors were inspected by Intertek. Each door assembly is labeled with a Wamock Hersey Mark as a 20 -minute door and S labeled to meet smoke and draft control ratings. See below. As the modification to the walls were complete, we could not confirm they were 1 -hr rated without destructive testing. However, the contractor ensured Jensen Hughes the walls are constructed as 1 -hr walls. i f - + , [3 ~ileciNt A •,t 11 „e4 iM n ANOOµrf "MI �oir•orn 11 r I.', WO OVAN An A Mit n t,A+rt: W,N 007i7 WHI 016718 S 4., Net ;Il NVALLANON IN1I1U. IIUN. DAILY LOG: Item General Comments 1 Inspectors Signature: '27,-/...-(2 ,,,,_____d_ 1 of 1 WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE B-1 APPENDIX B: SPECIAL INITIATING DEVICE INSPECTION SHEETS 0 e JENSEN HUGHES SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY Project WA Place �-J JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature o. PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocdy Smoke Detector AD — Area Smoke Detector WF — Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag S 0 Smoke Zone Manufacturer UL Listing # Correct Annunciation System Functioned per Approved Documents Date of Inspection Area Detector Outside Stair 1 P5 -C3 -D057 Level 17 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector Outside Stair3 P5 -C3 -D045 Level 17 EST SIGA-PD 268,4 Yes Yes MA 4/18/17 Area Detector Outside Stair 1 P5 -C2 -D307 Level 16 EST SIGA-PD 268,4 Yes Yes MA 4/18/17 Area Detector Outside Stair 3 P5 -C2 -D325 Level 16 EST SIGA-PD 268,4 Yes Yes MA 4/18/17 Area Detector Outside Stair 1 P5 -C2 -D0057 Level 15 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector Outside Stair3 P5 -C23 -D563 Level 15 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector Outside Stair 1 P4 -C5 -D057 Level 14 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector Outside Stair3 P4 -C3 -D075 Level 14 EST SIGA-PD 268,4 Yes Yes MA 4/18/17 Area Detector Outside Stair 1 45 -C3 -D325 Level 13 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector Outside Stair3 P5 -4C3 -D00 Level 13 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 1203 P5 -C3 -D057 Level 12 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 1239 P4 -C3 -D075 Level 12 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Apt 1103 P4 -C2 -D284 Level 11 EST SIGA-PD 268A Yes Yes MA 4/18/17 ( nmmfont4' Nnnp 2017 Initiating Device Inspection Form Page 1 of 7 1) () Project WA Place SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature w 0. u PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF —Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag Device Address m o 1 co Manufacturer at oo y J J n Correct Annunciation System Functioned per Approved Documents $ C g C m 0 Area Detector by Rm 1121 P4 -C2 -D303 Level 11 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 1003 P4 -C2-234 Level 10 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 1021 P4 -C2 -D53 Level 10 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 903 P3 -C5 -D34 Level 09 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 921 P3 -C5 -D53 Level 09 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 803 P3 -C3-254 Level 08 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Stair 3 P3 -C3-273 Level 08 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 703 P3 -C3 -D30 Level 07 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 721 P3 -C3-74 Level 07 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 603 P3 -C2-284 Level 06 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 621 P3 -C2-303 Level 06 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 503 P3 -C2 004 Level 05 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm 521 P3 -C2-021 Level 05 EST SIGA-PD 268A Yes Yes MA 4/18/17 Comments• None 2017 Initiating Device Inspection Form Page 2 of 7 SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY Project WA Place JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF — Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag* w g O co Manufacturer $ m UL Listing # Correct Annunciation System Functioned per Approved Documents Date of Inspection Area Detector by Rm 415 P3 -C2 -D21 Level 4 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm Stair 1 P2 -C5 -D27 Level 04 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector byStairf P22C3-284 Level 03 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm Rm 320 P2C3-303 Level 03 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm P3 -C5 -D00 Level 02 EST SIGA-PD 268A Yes Yes MA 4/18/17 Area Detector by Rm P3 -C5 -D00 Level 02 EST SIGA-PD 268A Yes Yes MA 4/18/17 Duct Detector at FSD P2 -C2 -D253 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Area Detector by Rm P3 -C5 -D00 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Room 141 Retum P2 -C2 -D253 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Room 134 Retum P2 -C2 -D253 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Floor 2 Elev. Lobby- Back Side P2 -C3 -D55 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Room 141 Return P2 -C2 -D253 Level 01 EST SIGA-PD 268A Yes Yes MA 4/1917 Area Detector by Rm East Core Detector P5 -C5 -D17 Level 19 EST SIGA-PD 268A Yes Yes MA 4/1917 Crtmment¢• Nnne 2017 Initiating Device Inspection Forth Page 3of7 (J) () Project WA Place SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF — Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag Device Address N uJ Manufacturer li 13 13 m m a - e D Correct Annunciation System Functioned per Approved Documents Date of Inspection Area Detector by Rm Apt Core East P5 -05-D Level 19 EST SIGA-PD 268A Yes Yes MA 4/1917 Water Flow- Stair 2 (Central Stair) P2 -C2-162 Level 19 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Center Stair Landing P2 -C2-24 Level 19 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D164 Level 19 System Sensor WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1911 P5 -05-D8 Level 19 EST SIGA-PD 268A Yes Yes CG 4/19/18 Area Detector by North Landing Stair 3 P2 -C2 -D64 Level 19 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair (Central Stair) P2 -C2 -D158 Level 17 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1719 P5 -C3 -D64 Level 17 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 P2 -C2 -D160 Level 18 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector Elevator Lobby P5 -C3 -D309 Level 18 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D156 Level 16 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1619 P5 -C2 -D314 Level 15 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stall) P2 -C2 -D154 Level 15 EST WFD60N 96-3H Yes Yes CG 4/19/18 Cnmmpntc• Nnnp 2017 Initiating Device Inspection Form Page 4 of 7 () SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY Project WA Place JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature 0. F PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF — Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag p 5 N 7 CJ ik a Correct Annunciation System Functioned per Approved Documents Inspector Date of Inspection Area Detector by Rm 1423 P5 -C2 -D112 Level 14 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair (Central Stair) P2 -C2 -D152 Level 14 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1319 P4 -C3 -D314 Level 13 EST SIGA-PD 268A Yes Yes CG 4119/18 Water Flow- Stair (Central Stair) P2 -C2 -D150 Level 13 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1264 P4 -C3 -D24 Level 12 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D138 Level 12 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 1121 P4 -C -2D294 Level 11 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D146 Level 11 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector byRm 1023 P4 -C2 -D43 Level 10 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P3 -C2 -D144 Level 10 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector byRm 923 P3 -C5 -D44 Level 9 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D142 Level 9 EST WFD60N 96-3H Yes Yes CG 4/19/18 Area Detector byRm 823 P3 -C3 -D263 Level 8 EST SIGA-PD 268,4 Yes Yes CG 4/19/18 C:nmmpntq' Nnnp 2017 Initiating Device Inspection Form Page 5of7 (`) SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY Project WA Place JENSEN HUGHES Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature Device Types PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF —Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag Device Address m is 9 E co Manufacturer # $ # c j J D 8 a W ac O U System Functioned per Approved Documents Inspector Date of Inspection Water Flow- Stair 2 (Central Stair) P2 -C2 -D140 Level 8 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector by Storage Room 700 P3-053 D43 Level 7 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D138 Level 7 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 621 P3 -C2-093 Level 6 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D136 Level 6 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 521 P3 -C2-014 Level 5 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stain P2 -C2-134 Level 5 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 421 P2 -C5 -D46 Level 4 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Centra/ Stair) P2 -C2 -D132 Level 4 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector Apartment 302 P2 -C3-254 Level 3 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D130 Level 3 EST WFD6ON 96-3H Yes Yes CG 4/19/18 Area Detector by Rm 233 P2 -C2 -D125 Level 2 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2(Central Stain P2 -C3-032 Level 2 EST WFD6ON 96-3H Yes Yes CG 4/19/18 C;nt11mpntq• Nnnp 2017 Initiating Device Inspection Form Page 6 of 7 SMOKE CONTROL INITIATING DEVICE INSPECTION SUMMARY Project WA Place JENSEN HUGHES 51 15 Address 229 Andover Park E., Tukwila, WA 98188 Updated N/A Inspector(s) M. Abrams, Chad Graves - Jensen Hughes Signature PD- Projected Beam Detector DD —Duct Mounted Smoke Detector ID — Zero Velocity Smoke Detector AD — Area Smoke Detector WF — Automatic Fire Sprinkler Flow Switch AS — Air Sampling System (VESDA) PS — Pull Station FACP Device Tag v Q oat 1 '8 y Manufacturer CO 1 J D Correct Annunciation System Functioned per Approved Documents Inspector Date of Inspection Area Detector by Apartment Elev Lobby P2 -C2 -D277 Level 1 EST SIGA-PD 268A Yes Yes CG 4/19/18 Water Flow- Stair 2 (Central Stair) P2 -C2 -D126 Level 1 EST WFD60N 96-3H Yes Yes CG 4/19/18 (:nmmprnt4' Nnnp 2017 Initiating Device Inspection Form Page 7 of 7 WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE C-1 APPENDIX C: NEUDORFER ENGINEERS SMOKE CONTROL AIR BALANCE REPORT JENSEN HUGHES c 0 NEUDORFER ENGINEERS INC. TEST, ADJUST & BALANCE STAIRWELL PRESSURIZATION TEST WASHINGTON PLACE 223 Andover Park E Tukwila, Washington 2016-1070 Project Completion Date: 5/2/18 Revision Date: 0 et En WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31/19 5516 1"Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 1 Revision Number: 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 C e Neudorfer Engineers. Inc. PROJECT LOCATION Washington Place Tukwila, WA TABLE OF CONTENTS Cover Report Title Certification Warranty Terms & Abbreviations Executive Summary 8 Fan Units (PF -S1, PF -S2 & PF -S3) 9-11 Stairwell Pressurization Test 12-13 Fire Department Back -Check 14-15 3 4 5 6-7 2 C c Report Title CERTIFIED TEST: STAIRWELL PRESSURIZATION TEST Project: WASHINGTON PLACE 223 Andover Park E Tukwila, Washington NEI Job#: 2016-1070 Engineer: -- Contractor: Apollo Mechanical TAB Firm: Neudorfer Engineers Inc 5516 1st Avenue South Seattle, WA 98108 Test Engineer: Duc Nguyen Architect: -- 5516 1" Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 3 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 0 0 c Neudorfer Engineers. Inc. CERTIFICATION The. data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. Any variances from design quantities which exceed NEBB tolerances are noted in the Test -Adjust -Balance Report Project Summary. Significant / Noteworthy Remarks are noted on the General Remarks and General Field Notes pages. Other remarks are noted on individual test sheets. Noted deficiencies are not Neudorfer Engineers responsibility to repair. Prior to issuance of this report, Deficiency Reports are forwarded to our contracted agent. Warranty is limited to one year from the date of substantial completion. Within that time, any discrepancies, ambiguities, or omissions found in this report will be retested, adjusted, or balanced as needed. A written notification will be required. Submitted and Certified by: NEBB TAB Firm: Neudorfer Engineers Inc Certification No: 2465 Expiration Date: March 31, 2019 Certification Date: May 10, 2011 (Date completed) Signed and Sealed by: NEBB Supervisor: William C. Neudorfer 4 WIWAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31/19 0 e Neudorfer Engineers. Inc. fel Warranty Project: WASHINGTON PLACE Warranty of Services: Neudorfer Engineers, Inc. warrants that the air balancing, evaluated during this performance evaluation are operating at the specified levels as documented within this report. At and only this time, and makes no other warranties, stated or implied, concerning the continued performance, operation or safety in the use of this equipment past this time. Neudorfer Engineers warrants the air and hydronic balancing for 1 year from the date of substantial completion. Neudorfer Engineers reserves the right to correct errors or omissions in the collections of data. Warranty Procedures: For all warranty items, Neudorfer Engineers requires written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are experiencing. Once written notification is received, Neudorfer Engineers will schedule a Technician. It is recommended that an Owner or A/E Representative be on site at that time. Voided Warranty and Additional Charges: If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Neudorfer Engineers reserves the right to resolve any TAB issue. If a third party or competing Test & Balance Commissioning firm test or adjust any equipment, all project warranty is voided. (This is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm tests or manipulates their systems.) Any return trips to the job site are subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electronic file of all test documents will be kept on file until the end of the Warranty period. During that time an electronic copy of the test data will be provided a no charge. Any additional hard / bound copies requested will be subject to a fee. 5 c c Terms and Abbreviations Project: WASHINGTON PLACE AC or ACU Act. ACCU Address AH or AHU Amps AP APP. Arr AVG BHP BTU BTUH CAV CBV CC CD CFLA CFM CH CHWS CHWR Coeff. CP CR CRAC CRU CT CU CUH CWS CWR DAT DB DD DDC Delta Air Conditioner or Air Conditioning Unit Actual Air Cooled Condensing Unit Equipment designation number given on the Control Program Air Handler or Air Handling Unit Amperage Access Point Application Arrangement Average Brake Horsepower British Thermal Units British Thermal Units per Hour Constant Air Volume Calbirated Balancing Valve (Circuit Setter) Cooling Coil Ceiling Diffuser Correct Full Load Amperage Cubic Feet per Minute Chiller Chilled Water Supply Chilled Water Return Coefficient Circulating Pump Ceiling Register Computer Room Air Conditioner Computer Room Unit Cooling Tower Condenser Unit Cabinet Unit Heater Condenser Water Supply Condenser Water Return Discharge Air Temperature Dry Bulb Direct Drive Direct Digital Controls: EMS Control System for the HVAC Difference, net decrease or increase 6 Des. Design Dia. Diameter Disch. Discharge DNL Data Not Listed EA Exhaust Air EAT Entering Air Temperature Economizer Controls and components that allow an air handler to logically utilize outdoor air for cooling as opposed to the use of mechanical cooling. EDC Electric Duct Coil EDH Electric Duct Heater EF Exhaust Fan EG Exhaust Grille EMCS Energy Management Control System ERU Energy Recovery Unit E.S.P. External Static Pressure Evap. Evaporator EWT Entering Water Temperature FCU Fan Coil Unit FD Fire Damper FH Fume Hood FLA Full Load Amperage: Maximum amperage a motor can draw. Flow Hood Instrument that captures air and converts the reading to CFM. FPB Fan Powered Box FPM Feet per Minute FR Field Report FT Foot, Feet FTU Fan Terminal Unit GPM Gallons per Minute HC Heating Coil HD Pressure Difference across the entering and leaving side of a pump. Heater O.L. Thermal overload protection for motors located at the motor starter (starter heaters) HEPA High Efficiency Particulate Arrestance HOA Hand / Off / Auto Switch HP Horsepower c c Terms and Abbreviations Project: WASHINGTON PLACE HRC Heat Recovery Coil HUH Hydronic Unit Heater HVAC Heating Ventilation and Air Conditioning HWS Heating Water Supply HWR Heating Water Return HX Heat Exchanger HZ Hertz, cycle per second I.D. Inside Diameter in. inches in.w.g. inches of water gauge Kfactor Correction factor to the free area need to calculate CFM. KW Kilowatts LAT Leaving Air Temperature LWG Low Wall Grille LWR Low Wall Register LWT Leaving Water Temperature MAU Make-up Air Hangling Unit MBH 1,000 BTUH MAX. Maximum Flow Requirements for DDC MBH Mega BTUs per hour (1MBH=1,000BTUH) MIN Minimum Flow Requirements for DDC N/A Not Available N/S Not Shown or Specified OA Outside Air OBD Opposed Blade Damper O.D. Outside Diameter PD Pressure Drop. PH Phase PHC Preheat Coil Prim. Primary PSI Pounds per Square Inch RA Return Air RAT Return Air Temperature RF Return Fan RH Relative Humidity RHC Reheat Coil RPM Revolutions per Minute RTU Roof Top Unit 7 RVA Rotating Vane Anemometer -reads air velocity in feet per minute SA Supply Air SAT Supply Air Temperature S.F. Service Factor Schedule Design data obtained from the (sched) mechanical prints' schedule of equipment. SCR SiIcon Controlled Rectifier Speed Controller SF Supply Fan SFD Smoke/Fire Damper SP Static Pressure Spec(s) Specifications sq.ft. square feet Submittals Submitted data on equipment (subs) capabilities. Suct. Suction SWG Sidewall Grille SWR Sidewall Register TAB Test; Adjust; and Balance Tach Tachometer Tech Technician TSP Total Static Pressure: Difference between the entering and leaving static pressure of a fan. TP Traverse or Test Point UH Unit Heater VAV Variable Air Volume; box that contains a motorized damper that modulates airflow. VD Volume Damper VFD Variable Frequency Drive Velgrid Instrument that reads used to read velocity in feet per minute. VP Velocity Pressure VVT Variable Volume Terminal WC Water Column W.G. Water Gauge WB Wet Bulb C c PROJECT Washington Place LOCATION Tukwila, WA EXECUTIVE SUMMARY PF -S-1: This constant volume belt driven unit serves Stair -2. The pressurization fan was tested for full capacity at 60 HZ is achieving 9,800 CFM of 9,000 CFM design (106%). Note: The fan set to meet stair pressurization requirements is with the VFD is set at 49 Hz, 1451 Motor RPM, 973 Fan RPM, and 5.4 Amps. PF -S-2: This constant volume belt driven unit serves Stair -1. The pressurization fan was tested for full capacity at 50 HZ is achieving 11,305 CFM of 11,000 CFM design (103%). Note: The fan set to meet stair pressurization requirements is with the VFD is set at 42 Hz, 1244 Motor RPM, 1011 Fan RPM, and 3.4 Amps. PF -S-3: This constant volume belt driven unit serves Stair -3. The pressurization fan was tested for full capacity at 60 HZ is achieving 9,750 CFM of 9,000 CFM design (108%). Note: The fan set to meet stair pressurization requirements is with the VFD is set at 41 Hz, 1213 Motor RPM, 813 Fan RPM, and 3.2 Amps. National Environmental Balancing Bureau 8 Fan Unit PROJECT: WASHINGTON PLACE LOCATION: TUKWILA, WA PROJECT #: 2016-1070 DATE: 5/2/2018 CONTACT: Duc Nguyen SYSTEM/UNIT: 23 -PF -S1 Full Capacity Test AREA: STAIRWELL #2 PRESSURIZATION Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type COOK 225 QMXS 033SG65463 - 01/0008901 Counterclockwise Vertical BELT DRIVE Test Data Total Design Flow Total Actual Flow Fan RPM Design Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 9000 CFM 9800 CFM 1238 RPM 1192 RPM 1777 RPM 60.0 Hz 486 Volts 485 Volts 486 Volts 4.60 Amps 4.50 Amps 4.50 Amps 23 -PF -S1 Full Capacity Test Supply Outlet Summary Tested By: Duc Nguyen Date: 3/7/2018 Motor Data Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Nominal Efficiency Power Factor Baldor 184T 5 HP 1750 RPM 230/460 Volts 3 60 Hz 13.2/6.6 Amps 1.15 89.50 % 0.80 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Diam. Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Maska 2VP50 1 1/8 in. Adjustable Maximum Maska 7.4" OD 1 5/8 in. 2 BX67 25.00 in. 1.00 in. 1.00 in. Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP - 1.4 in. wc 0.01 in. wc 1.50 in. wc 1.41 in. we System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01 Velgrid Sceen 36"x35" 8.75 1028 9000 9800 9800 109 Totals: - - - -- 9000 9800 9800 109 - Neudorfer Engineers, Inc. 9 Fan Unit PROJECT: WASHINGTON PLACE LOCATION: TUKWILA, WA PROJECT #: 2016-1070 DATE: 5/2/2018 CONTACT: Duc Nguyen SYSTEM/UNIT: 24 -PF -S2 Full Capacity Test AREA: STAIRWELL #1 PRESSURIZATION Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type COOK 225 QMXS 033SG65463 - 01/0007301 Counterclockwise Vertical BELT DRIVE Test Data Total Design Flow Total Actual Flow Fan RPM Design Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 11000 CFM 11305 CFM 1401 RPM 1204 RPM 1481 RPM 50.0 Hz 486 Volts 486 Volts 485 Volts 4.60 Amps 4.60 Amps 4.50 Amps 24 -PF -S2 Fu I Capacity Test Supply Outlet Summary Tested By: Duc Nguyen Date: 3/7/2018 Motor Data Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Nominal Efficiency Power Factor Weg 213/5T 7.5 HP 1770 RPM 208-230/460 Volts 3 60 Hz 20.5-18.5/9.25 Amps 1.15 91.00 % 0.82 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Diam. Motor Sheave Bore Motor Sheave Type Fan Sheave MFG Fan Sheave Diam. Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Maska 3638 4.1" OD SH 1 3/8 in. Fixed Maska 4.9" OD 1 3/8 in. 3 BX65 26.20 in. Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP - 1.35 in. wc 0.01 in. we 1.50 in. wc 1.36 in. wc System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01 Velgrid Sceen 36"x35" 8.75 1257 11000 13565 11305 103 Totals:- - - - - 11000 13565 11305 103 - Neudorfer Engineers, Inc. 10 Fan Unit PROJECT: WASHINGTON PLACE LOCATION: TUKWILA, WA PROJECT #: 2016-1070 DATE: 5/2/2018 CONTACT: Duc Nguyen SYSTEM/UNIT: 25 -PF -S3 Full Capacity Test AREA: STAIRWELL #3 PRESSURIZATION Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type COOK 225 QMXS 033SG65463 - 01/0008902 Counterclockwise Vertical BELT DRIVE Test Data Total Design Flow Total Actual Flow Fan RPM Design Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts T1-T2 Motor Volts T2-T3 Motor Volts T1-T3 Motor Amps T1 Motor Amps T2 Motor Amps T3 9000 CFM 9750 CFM 1238 RPM 1190 RPM 1776 RPM 60.0 Hz 486 Volts 486 Volts 486 Volts 4.20 Amps 4.20 Amps 4.15 Amps 25 -PF -S3 Full Capacity Test Supply Outlet Summary Tested By: Duc Nguyen Date: 3/7/2018 Motor Data Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amps Motor Service Factor Nominal Efficiency Power Factor Baldor 184T 5 HP 1750 RPM 230/460 Volts 3 60 Hz 13.2/6.6 Amps 1.15 89.50 % 0.80 Sheave Data Motor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Diam. Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Maska 2VP50 1 1/8 in. Adjustable Maximum Maska 7.4" OD 1 5/8 in. 2 BX67 25.00 in. 1.00 in. 1.00 in. Test Pressures Fan Suction SP Fan Discharge SP Design Total SP Actual Total SP - 1.39 in. wc 0.01 in. wc 1.50 in. wc 1.40 in. wc System/Unit Type of Reading Outlet Type Size LxW / D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Outlet -01 Velgrid Sceen 36"x35" 8.75 1028 9000 9750 9750 108 Totals: - - - -- 9000 9750 9750 108 - Neudorfer Engineers, Inc. 11 PROJECT WASHINGTON PLACE # 2016-1070 LOCATION Tukwila, WA NATIONAL ENVIRONMENTAL BALANCING BUREAU 12 Stairwell Pressurization Testing 05/01/18 Stair #1 Stair #2 Stair #3 Flush Grille 23.4"x23.4"=3.8 sq ft 21.0"x21.0"=3.06 sq ft 23.4"x23.4"=3.8 sq ft Flush CFM 2580 CFM 2725 CFM 2555 CFM VFD Setting 3.4 Amps @ 42 Hz 5.4 Amps @ 49 Hz 3.2 Amps @ 41 Hz Floor Level Door Pressure ( w.c.) Door Tension (Ibs) Door Pressure ("w c.") Hotel Door Tension (Ibs) Hotel Door Pressure (" w.c.) Apts Door Tension (Ibs) Apts Door Pressure ("w.c") Door Tension (Ibs) Level1 0.17 28 0.18 12 0.16 17 0.17 25 Level2 0.17 25 0.17 22 0.16 24 0.16 24 Level3 0.19 27 0.17 25 0.17 25 0.17 29 Level4 0.2 26 0.17 24 0.16 24 0.18 25 Level5 0.2 28 0.17 24 0.17 26 0.18 24 Level6 0.2 27 0.17 25 0.17 26 0.18 24 Level? 0.2 28 0.18 24 0.18 24 0.18 29 Level8 0.21 28 0.18 25 0.18 25 0.18 25 Level9 0.19 25 0.18 26 0.18 24 0.2 29 Level 10 0.22 28 0.19 25 0.18 26 0.19 26 Level 11 0.22 25 0.18 24 0.18 24 0.2 26 Level 12 0.22 28 0.19 24 0.18 27 0.2 26 Level 13 0.23 30 0.19 24 0.19 25 0.23 29 Level 14 0.23 30 0.2 24 0.2 25 0.23 29 Level 15 0.25 29 0.19 22 0.19 26 0.23 26 Level 16 0.23 29 0.2 24 0.2 28 0.25 26 Level 17 0.24 29 0.2 26 0.2 26 0.24 29 Level 18 0.22 29 0.21 26 0.21 28 0.24 29 Level 19 0.23 28 0.21 23 0.21 27 I 0.22 28 Note: The door DPs, the stairwell Flush and the door tension are within code. Code requirement- Door DP > 0.10"wc; Flush >_ 2,500 cfm and Door Tension <_ 30 Ibs. NATIONAL ENVIRONMENTAL BALANCING BUREAU 12 t PROJECT WASHINGTON PLACE # 2016-1070 LOCATION Tukwila, WA Duct Smoke Detector Testing ERV -01 Level 1 Supply Duct D.P. pressure at 0.07" w.c. Exhaust Duct D.P. pressure at 0.02" w.c. Level 2 Supply Duct D.P. pressure at 0.11" w.c. Exhaust Duct D.P. pressure at 0.02" w.c. Note: The ERV's Supply fan VFD was @ 40 HZ; The ERV's Exhaust fan was @ 20 HZ when the DPs at the Smoke Detectors were measured. The Smoke Detectors' DPs are within range and are operating correctly. NATIONAL ENVIRONMENTAL BALANCING BUREAU 13 PROJECT WASHINGTON PLACE LOCATION Tukwila, WA # 2016-1070 FIRE DEPARTMENT BACK -CHECK Stairwell Pressurization Testing 05/01/18 Stair #1 Stair #2 Stair #3 Flush Grille _ 23.4"x23.4"3.8-sqft 21.0"x21.0"=3.06 sqft 23.4''x23.4''=3.8 sqft Flush CFM 2580 CFM 2725 CFM .- rk10 cf.,.. 2555 CFM VFD Setting 3.4 Amps @ 42 Hz I 5.4 Amps @ 49 Hz --41060 3.2 Amps @ 41 Hz Floor Level Door Pressure (" w.c.") Door Tension (lbs) Door Pressure ("w•c.") Hotea 5- Door Tension (lbs) Hotel Door Pressure (" w.c.) Apts Door Tension (lbs) Apts Door Pressure ("w,c") Door Tension (lbs) Level 1 0.171)1-1 28.2:1 0.18, v. 0.161/C 17 ! 0.17 j.r 25 Level 2 0.17,/ 25'214 0.17, 0 ?2)-9 0.16,1 24 f 0.16 24 Level 3 0.19 ,/!P 27,2 0.17 25 0.17 25 1 0.17 di. 29 ")_G Level 4 0.2,i1/r, 2622,E I 0.17.i 24 0.16 24 0.18 a/ C 25 41,4 Levels 0.2 sp 28 I 0.17,/'5 24).( 0.17,p 261'f 0.18 24 Level 6 0.2 , /0 27Ly 1 0.17,/' 25 0.17j' ?C 0.18'. •24 Z 7 Level 7 Level 8 0.2 ,0 0.2) f 28 0.18, j' 24 2'( 0.18, is 244- 0.18 ; 0- 29_2-y 28:24 I 0.18, % 25 i -r 0.18,/ 252- 0.18 25 Level 9 0.19,114, 25 2-3" J 0.18 26 0.18 24 0.2 4 29 Level 10 0.22 .0 2801-5 J 0.19 25 0.18 26 0.19 L'I 0.2 ''1,, 26 Level 11 0.22:/6. 25-140 I 0.18,10 24 0.18 (4, 24 26 '• Level 12 0.22 ii 28 Li J 0.19 24 0.18 27 0.2...24 26 Level 13 0.23 alp 30-V. 0.19,19' 24,2 0.19,.0' 25 L' 0.231 29 Level 14 0.234 3ca (j 0.2 24 0.2 25 _ 0.23 29 Level 15 • 0.25 r l G, 29 2Z I 0.19 ! 1 22 x q 0.19, 1 26 0.23 .2 262 Level 16 .0,231;g44,'29 0.2 ,g 24 zs 0.2,/7 28 I 0.25 J 26 . Level 17 0.24,12/29A) 0.2 26 0.2 26 0.24 ,2 29-:. J Level 18 0.22J4 29 19I 0.21, t 26 0.21.,f., 28 0.24,19/ 29 . Level 19 0.23 28 0.21;i Q 2334 0.21 27 0.22, z.- 28 zM Note: The door DPs, the stairwell Flush and the door tension are within code. Code requirement- Door DP >_ 0.10"wc; Flush >_ 2,500 cfm and Door Tension <_ 30 lbs. NATIONAL ENVIRONMENTAL BALANCING BUREAU 14 PROJECT WASHINGTON PLACE # 2016-1070 LOCATION Tukwila, WA Duct Smoke Detector Testing ERV -01 Level 1 Supply Duct D.P. pressure at 0.07" w.c. Exhaust Duct D.P. pressure at 0.02" w.c. Level 2 Supply Duct D.P. pressure at 0.11" w.c. Exhaust Duct D.P. pressure at 0.02" w.c. Note: The ERV's Supply fan VFD was @ 40 HZ; The ERV's Exhaust fan was @ 20 HZ when the DPs at the Smoke Detectors were measured. The Smoke Detectors' DPs are within range and are operating correctly. NATIONAL ENVIRONMENTAL BALANCING BUREAU 15 WASHINGTON PLACE - SMOKE CONTROL SPECIAL INSPECTION FINAL REPORT PAGE D-1 APPENDIX D: JENSEN HUGHES BARRIER LEAKAGE CALCUATIONS JENSEN HUGHES 0 JENSEN HUGHES Project Name: WA Place Zone # / Room # 1611 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 122.00 955.26 0.0001 0.10 Floor Area: N/A 859.00 0.0001 0.09 Ceiling Area: N/A 859.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.77 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1031 PASS 0.08 1305 PASS 0.12 1598 PASS 0.16 1845 PASS 0.20 2063 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 r 0 JENSEN HUGHES Project Name: WA Place Zone # / Room # 913 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 551.00 0.0001 0.06 Ceiling Area: N/A 551.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1243 PASS 0.12 1522 PASS 0.16 1758 PASS 0.20 1965 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 l BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 613 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 551.00 0.0001 0.06 Ceiling Area: N/A 551.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1243 PASS 0.12 1522 PASS 0.16 1758 PASS 0.20 1965 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 813 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 550.00 0.0001 0.06 Ceiling Area: N/A 550.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1243 PASS 0.12 1522 PASS 0.16 1758 PASS 0.20 1965 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 C.� JENSEN HUGHES Project Name: WA Place Zone # / Room # 1429 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 82.00 642.06 0.0001 0.06 Floor Area: N/A 354.00 0.0001 0.04 Ceiling Area: N/A 354.00 0.0001 0.04 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.64 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)A0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 954 PASS 0.08 1207 PASS 0.12 1478 PASS 0.16 1707 PASS 0.20 1908 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 CD. JENSEN HUGHES Project Name: WA Place Zone#/Room# 1411 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 122.00 955.26 0.0001 0.10 Floor Area: N/A 882.00 0.0001 0.09 Ceiling Area: N/A 882.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.77 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1034 PASS 0.08 1308 PASS 0.12 1602 PASS 0.16 1850 PASS 0.20 2068 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 713 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 550.00 0.0001 0.06 Ceiling Area: N/A 550.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1243 PASS 0.12 1522 PASS 0.16 1758 PASS 0.20 1965 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 f ` JENSEN HUGHES Project Name: WA Place Zone # / Room # 513 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 551.00 0.0001 0.06 Ceiling Area: N/A 551.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 =1 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1243 PASS 0.12 1522 PASS 0.16 1758 PASS 0.20 1965 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1329 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 82.00 642.06 0.0001 0.06 Floor Area: N/A 354.00 0.0001 0.04 Ceiling Area: N/A 354.00 0.0001 0.04 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.64 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 954 PASS 0.08 1207 PASS 0.12 1478 PASS 0.16 1707 PASS 0.20 1908 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 i BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 502H Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.25 Barrier Walls: 82.00 676.50 0.0001 0.07 Floor Area: N/A 334.00 0.0001 0.03 Ceiling Area: N/A 334.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.63 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 954 PASS 0.08 1207 PASS 0.12 1478 PASS 0.16 1706 PASS 0.20 1908 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 316H Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 76.00 608.00 0.0001 0.06 Floor Area: N/A 342.00 0.0001 0.03 Ceiling Area: N/A 342.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.63 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 951 PASS 0.08 1203 PASS 0.12 1473 PASS 0.16 1701 PASS 0.20 1902 PASS 1 Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 601H Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 102.00 798.66 0.0001 0.08 Floor Area: N/A 559.00 0.0001 0.06 Ceiling Area: N/A 559.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.69 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 987 PASS 0.08 1249 PASS 0.12 1529 PASS 0.16 1766 PASS 0.20 1975 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 CD JENSEN HUGHES Project Name: WA Place Zone # / Room # 323H BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.25 Barrier Walls: 72.00 594.00 0.0001 0.06 Floor Area: N/A 289.00 0.0001 0.03 Ceiling Area: N/A 289.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.62 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 944 PASS 0.08 1194 PASS 0.12 1462 PASS 0.16 1688 PASS 0.20 1888 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 305H Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 76.00 595.08 0.0001 0.06 Floor Area: N/A 306.00 0.0001 0.03 Ceiling Area: N/A 306.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.62 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 946 PASS 0.08 1196 PASS 0.12 1465 PASS 0.16 1692 PASS 0.20 1892 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1801 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 9.00 Barrier Walls: 366.00 3,294.00 0.0001 0.33 Floor Area: N/A 1828.00 0.0001 0.18 Ceiling Area: N/A 1828.00 0.0001 0.18 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 2.20 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1281 PASS 0.08 1620 PASS 0.12 1985 PASS 0.16 2292 PASS 0.20 2562 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1839 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.33 Barrier Walls: 232.00 1,932.56 0.0001 0.19 Floor Area: N/A 1790.00 0.0001 0.18 Ceiling Area: N/A 1790.00 0.0001 0.18 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 2.05 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1197 PASS 0.08 1514 PASS 0.12 1855 PASS 0.16 2142 PASS 0.20 2394 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1809 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 9.00 Barrier Walls: 194.00 1,746.00 0.0001 0.17 Floor Area: N/A 1769.00 0.0001 0.18 Ceiling Area: N/A 1769.00 0.0001 0.18 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 2.03 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1184 PASS 0.08 1497 PASS 0.12 1834 PASS 0.16 2118 PASS 0.20 2368 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1808 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 9.00 Barrier Walls: 150.00 1,350.00 0.0001 0.14 Floor Area: N/A 1212.00 0.0001 0.12 Ceiling Area: N/A 1212.00 0.0001 0.12 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.88 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1096 PASS 0.08 1386 PASS 0.12 1697 PASS 0.16 1960 PASS 0.20 2191 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 418 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 125.00 1,000.00 0.0001 0.10 Floor Area: N/A 917.00 0.0001 0.09 Ceiling Area: N/A 917.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.78 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1041 PASS 0.08 1317 PASS 0.12 1612 PASS 0.16 1862 PASS 0.20 2082 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 323 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 120.00 939.60 0.0001 0.09 Floor Area: N/A 870.00 0.0001 0.09 Ceiling Area: N/A 870.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.77 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1032 PASS 0.08 1305 PASS 0.12 1598 PASS 0.16 1846 PASS 0.20 2064 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 CD- JENSEN HUGHES Project Name: WA Place Zone # / Room # 1511 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.53 Barrier Walls: 92.00 692.76 0.0001 0.07 Floor Area: N/A 882.00 0.0001 0.09 Ceiling Area: N/A 882.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.75 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1019 PASS 0.08 1289 PASS 0.12 1578 PASS 0.16 1822 PASS 0.20 2038 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1303 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 102.00 798.66 0.0001 0.08 Floor Area: N/A 904.00 0.0001 0.09 Ceiling Area: N/A 904.00 0.0001 0.09 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.76 Pressure Differential Across Barrier = Range between 0.04-iin to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1028 PASS 0.08 1300 PASS 0.12 1592 PASS 0.16 1838 PASS 0.20 2055 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 C JENSEN HUGHES Project Name: WA Place Zone # / Room # 213 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 94.00 752.00 0.0001 0.08 Floor Area: N/A 537.00 0.0001 0.05 Ceiling Area: N/A 537.00 0.0001 0.05 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 982 PASS 0.08 1242 PASS 0.12 1521 PASS 0.16 1757 PASS 0.20 1964 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 205 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 92.00 736.00 0.0001 0.07 Floor Area: N/A 556.00 0.0001 0.06 Ceiling Area: N/A 556.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differentia_ l (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 983 PASS 0.08 1244 PASS 0.12 1523 PASS 0.16 1759 PASS 0.20 1967 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1225 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 104.00 814.32 0.0001 0.08 Floor Area: N/A 657.00 0.0001 0.07 Ceiling Area: N/A 657.00 0.0001 0.07 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.71 Pressure Differential Across Barrier = Range between 0.04 -un to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1000 PASS 0.08 1264 PASS 0.12 1549 PASS 0.16 1788 PASS 0.20 1999 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 502 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 102.00 798.66 0.0001 0.08 Floor Area: N/A 485.00 0.0001 0.05 Ceiling Area: N/A 485.00 0.0001 0.05 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 979 PASS 0.08 1238 PASS 0.12 1516 PASS 0.16 1751 PASS 0.20 1957 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 0 JENSEN HUGHES Project Name: WA Place Zone # / Room # 318 BARRIER LEAKAGE CALCULATION Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.50 Barrier Walls: 114.00 855.00 0.0001 0.09 Floor Area: N/A 742.00 0.0001 0.07 Ceiling Area: N/A 742.00 0.0001 0.07 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.73 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1012 PASS 0.08 1280 PASS 0.12 1568 PASS 0.16 1810 PASS 0.20 2024 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1433 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 100.00 783.00 0.0001 0.08 Floor Area: N/A 635.00 0.0001 0.06 Ceiling Area: N/A 635.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.71 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)A0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 995 PASS 0.08 1259 PASS 0.12 1542 PASS 0.16 1780 PASS 0.20 1990 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1234 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 110.00 861.30 0.0001 0.09 Floor Area: N/A 695.00 0.0001 0.07 Ceiling Area: N/A 695.00 0.0001 0.07 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.73 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)A0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 1007 PASS 0.08 1274 PASS 0.12 1560 PASS 0.16 1801 PASS 0.20 2014 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 l � BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1236 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.58 Barrier Walls: 108.00 818.64 0.0001 0.08 Floor Area: N/A 464.00 0.0001 0.05 Ceiling Area: N/A 464.00 0.0001 0.05 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.67 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 977 PASS 0.08 1236 PASS 0.12 1514 PASS 0.16 1748 PASS 0.20 1955 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 505 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 96.00 751.68 0.0001 0.08 Floor Area: N/A 571.00 0.0001 T 0.06 Ceiling Area: N/A 571.00 0.0001 0.06 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.69 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 986 PASS 0.08 1247 PASS 0.12 1527 PASS 0.16 1764 PASS 0.20 1972 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 / BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 313 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 94.00 736.02 0.0001 0.07 Floor Area: N/A 529.00 0.0001 0.05 Ceiling Area: N/A 529.00 0.0001 0.05 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 980 PASS 0.08 1240 PASS 0.12 1518 PASS 0.16 1753 PASS 0.20 1960 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 202 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 111.00 888.00 0.0001 0.09 Floor Area: N/A 446.00 0.0001 0.04 Ceiling Area: N/A 446.00 0.0001 0.04 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.68 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)"0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 979 PASS 0.08 1239 PASS 0.12 1517 PASS 0.16 1752 PASS 0.20 1959 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 201 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 8.00 Barrier Walls: 78.00 624.00 0.0001 0.06 Floor Area: N/A 338.00 0.0001 0.03 Ceiling Area: N/A 338.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.63 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 951 PASS 0.08 1203 PASS 0.12 1474 PASS 0.16 1702 PASS 0.20 1903 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1229 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 82.00 642.06 0.0001 0.06 Floor Area: N/A 354.00 0.0001 0.04 Ceiling Area: N/A 354.00 0.0001 0.04 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.64 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 954 PASS 0.08 1207 PASS 0.12 1478 PASS 0.16 1707 PASS 0.20 1908 PASS Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 1228 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 76.00 595.08 0.0001 0.06 Floor Area: N/A 327.00 0.0001 0.03 Ceiling Area: N/A 327.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.62 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 948 PASS 0.08 1200 PASS 0.12 1469 PASS 0.16 1696 PASS 0.20 1897 PASS • Barrier Leakage Test Report, 8/19/2008 Revision No. 5 BARRIER LEAKAGE CALCULATION JENSEN HUGHES Project Name: WA Place Zone # / Room # 309 Maximum Allowable Leakage Calculations Type of Barrier Dimensions / Permiter (ft.) Area (sq. ft.) Leakage Factor Allowable Leakage (sq. ft.) Ceiling Height: 7.83 Barrier Walls: 72.00 563.76 0.0001 0.06 Floor Area: N/A 309.00 0.0001 0.03 Ceiling Area: N/A 309.00 0.0001 0.03 Leakage allowed through doors: No. of doors 36 -inch x 84 -inch door(s): 0.00 - 42 -inch x 84 -inch door(s): 0.00 - 48 -inch x 84 -inch door(s): 0.00 - 54 -inch x 84 -inch door(s): 0.00 - 60 -inch x 84 -inch door(s): 0.00 - Leakage allowed through other openings: 1.50 Total leakage: 1.62 Pressure Differential Across Barrier = Range between 0.04 -in to 0.24 in of water column (10 to 60 Pa) Maximum Allowable air leakage rate at the specified pressure differential (0.05 -in. w.c.): Q = 2610 A(dP)^0.5 = 0.00 cfm Allowable Leakage Rate Pressure Differential (in of H20) Maximum Allowable Air Leakage Rate (cfm) Actual Air Leakage Rate (cfm) Pass / Fail 0.05 944 PASS 0.08 1195 PASS 0.12 1463 PASS 0.16 1689 PASS 0.20 1889 PASS Comments: Barrier Leakage Test Report, 8/19/2008 Revision No. 5 NOZZLE HEIGHT 42 IN PIP SIZE • 1/2 total flow point 1 7 Amerex kp KP\600 fire suppression system uI hood 21 DUCT 14x14 DUCT 14x14 FUSIBLE LINKS 450 Amerex kp 600 maximum flow point 18 MECHANICAL GAS VALVES 16416 16416 16416 16416 11982 11982 11982 c - O) M Q) N oven 24x48 RANGE I 24X36 W J 24X24 BRILLER X w CD CO w W >- u_ All cooking equipment undder the hood shll shut off when system is actuated & make up air unit and gas shut valve to.fire suppression system shall be connected to the fire alarm system EXIT MANUAL PULL 48" HEIGHT K CLASS FIRE EXTI PAID F2 2 201E :-?JKWlLA FRE ► MA KP DISTRIBUTION PIPING DESIGN LIMITS FOR ALL CYLINDER SIZES When designing a KP system to protect a kitchen containing a Fryer, Wok or Range, the following MINIMUM TOTAL SYSTEM PIPING must be used in accordance with the chart below: ;i. `.i ii iii ?�}. ,1i'.;� 1liINiNIi,iM1+ 11t\1Ri, tr ii i APPLIANCE LINEAR FEET EQUAIALENT FEET 10 } 22.1 16.4 Fryer 6.5 Wok 9 IL_RangeI7 SUPPLY LINE LIMITATIONS: M!NW:1 1M f -;-+'_,ins POINTS PER SYSTEM 4 All I and ffttin s rennin • from the distributor block or the discha a ritfi ! to the first tee. MAXIMUM LINEAR MAX. QTY FEET OF PIPE TEES 20 1 •1• CYLiNDEP FLOW POINTS PIPE SIZE KP275 - 8 j 3/8 KP375 - 11 . 3/8 OR 1/2 25 1 KP475 - 14 1/2 25 1 KP600 - 18 1/2 25 _- 1 2-KP375 22 ; 1/2 30 2 NOTE' 1. Use 3/8" supply line only when all piping is to be 3/8" pipe. 2. The supply ll no has a maximum w,a 1 cal rise above the eistributor et 10 feet. SUPPLY BRANCH LINE (including last nozzle branch) LIMITATIONS: Ail pipe and fittings leaving the first splitting tee in the system and ending with the last nozzle in the last branch line. While the last nozzle branch is included in the piping limitations for the supply branch line, the limitation (pipe size and maximum length) for nozzle branch lines apply to this portion of the supply branch line. • MAX. QTY. ELBOWS 5 MAX. QTY. BUSHINGS 0 7 _1 uYw `v cn Ft OW POINTS PIPE SIZE 'MAX X. E. C,7 PIPE_ ST?.AiCI41 MAX PIPE SPLIT MA :A MAX MAX Q i QTY C P/'. REtDiUClNG TEES ELBOWS BUSHINGS L KP275 8 3/8... _._ -_4 _ 20 25 _ 7 I KP375 - 11 3/8 OR 1/2 ' 27 30 10 rKP475 - 1.4 3f&.27 30. I KP600 - 18 AS NOTED d 35' OF 3/8" OR 1/2" 50' 3/8" PIPE ONLY 1 2-KP375-22 AS NOTED I 40' OF '/2" 45 OF %" I._- ___ i ('30' OF 3/8") j ("30' OF 3/8") NOTE: 1. In a single 3.75 Gallon Straight Pipe System, 5' of pipe may be transferred from the supply line to the supply branch line. '2 The use of 3/8' pipe with two manifold KP375s is only permitted when the supply Line length is equal to or less than 20 feet. NOZZLE BRANCH UNE LIMITATIONS: AH pipe and fittings leading from the supply branch tee to a system nozzle. 12 8 14 2 18 8 CYLINDER TOTAL LINEAR MAX. QTY_ MAX. QTY. MAX. QTY. KP275 - 8 3/8 KP375 - 11 -3/$ OR 1/2 KP475 - 14 ! 3/8 KP600 18 3/8 Z-KP375 - 22 3 3/6 32 32 32 32 32 IMAX. PER NOZZLE BRANCH 7 GENERAL SYSTEM LIMITATIONS: 1. No Y2" pipe nozzle branches shorter than 12" long. 10 11 16 3 -4 10 12 15 18 16 6 11 0 15 20, 4 FRYER PROTECTION (FULL VAT) • TWO FLOW POINT NOZZLE (P/N 13729) MAXIMUM AREA; 19'4 In. (50 cm) x 25.3/8 In. (65 iti'/, M. (50 cm) x 19 In. (48 cm) not Including) dralnboard interface area The Amerex 8 �ImboaM interface area NO vat fryer. fryer (P/N 13728) uses two flow pants end will protect NO dimensions for stnet Snore oes � dude a draInboard. the maximum maximum area coverage are 19' x 19X' (48 x 50 cm) and fryere maximum d themaximumis 2.53 its (2350 cxn ). it the fryer does contain a d ii x 19d x 48 an) and the er dimensions for single nozzle coverage are 25- (3195 cm2). maximum protected area Is 3.44 ft' .W.10.... ,...The nozzle must he located along protected area. Nozzle heights must be � .h@ — 121.92 cm) above the appliance surface and to d6 o e bunter hazard area at the eppitance. aimedthe centeroof f the LOOMS rim, Wilk .6144 rm. mow pliarell *my imiUE=o LOW PROXIMITY APPUCATION FRYER PROTECTION (FULL VAT) TWO (2) SINGLE FLOW POINT NOZZLE (P/N 11982) MAXIMUM AREA: 19'4 In. (50 cm) X 25 318 In. (65 cm) (Inchuding 19% n• (80 cm) x 19 In. (48 cm) (not inch/din A pair of Ameresc single flow point nozzles (PIN 11982) will protect e full vat fryer. The nozzles must be used In pairs located on the perimeter of the appliance, W back from the Inside edge of the appliance and within e zone extending 6" in both directions of the center of the hazard. The nozzles are io be located 180' apart (directly across from one another). They aro to be aimed ata point 3" below the top of the appliance and directly beloinclude the ea a drainboard. the opposing nozzle if the fryer doesnot AMMO POW dimensions are 19.4 (50x 8 maximum end the maximum protected area is 2.53 ft2 (2530 cm1). If the fryer does contain a inboard the maximum fryer dimensions are 25 3!6' x 19 W (65 x 50 cm) and the maximum protected area is 3.44 fly (3195 cm2). However, the maximum hazard area must not exceed 19 'r4 ' x 19" (50 x 48 cm). The nozzle's height must be within 17` to 35" (45 - 92 cxn) above the appliance surface. Note: n 1 minimum heights must be •measured vertically born the Op ofmute to the bp of the ewe. dreinboard Interface area) 9 **inboard Interface area) FULL VAT FRYER MTH BARD <t _ ' f+f a0 A O1O r%1 [� r M r n P eel P A P fry j A .- rel .y A f•1 r� N A i A V1 A Vl A W m 00 A 4) M ^ M !- A t`L^ til' r- A P M 01 A f"1 M fel ^ fn r f^ -7 rn 7 r^1 N 4.1 N M N t. N re) M .rl Al rn 00 Q .OP q , fOl M ff N 4 , p h fO1 1T 9 V A 4 rt N . 4 R * Go - - i1 - 4.0 m OZLf 1 Q � A i r"1 r1 N N 4 f+l * NN — 30 24 r a0 fq 00 47) ^. Ot N V. .,, N "" N n 25 3/8 A �' NA ri 91 K Nl O ' K N Chi n N N f'1 f+l rrs4 4 �- . A !' .—- P P V Q, 9Z 9Z ry O• 00 OQ ^ 12 .N. N n'A g n M 30 1 - c.,rri N N r N N' -4- A' 1 ..., .; iT1 b 8 Vl N N N N N N N .r ... .... r- N •-+ •--• N N N .- ... 1 ti .� ..-. N O +y «. .. ^ _. .-. r 1 N n. rr. < V pN. Y� P n NP h P N O+ t4 F� $ b !Dew Fat fryer, with dripbo rd low prox 12-11982 Ol i NN Ol pN O� 11: - Two Burnet 12" w backxbeif j 11982 1 i r T....._.� ilittill:;1, r a0 - - wr-f e0 -N. �SyT 1�.. i _. Q' .- pNp Cis rgrp� rrMrr�� ^_ 4 M N '� �f '0 .•.. fN .Y.ir T 10 rV 00 to7. gr. 1 OD f'1 f%1 N A I1 , iiii �� December 2008 Section 3 KP Design Amerex Restaurant Fire Suppression, System Page 3-12 (EX 4888) j FOUR (4) BURNER RANGE PROTECTION TWO (2) FLOW POINT NOZZLE (P/N 14178) The Amerex 4 turner range nozzle (P/N 14178) has two (2) flow points and will protect a range surface area of 24' x 24' (61 x 61 cm)_ The center to center distance between burners must not exceed 12 inches. The nozzle must be located 18 — 50 (46 — 127 crn) above the range surface and centered between the burners. The nozzle is aimed straight down at the center of the appliance. NOTE: Maximum and minimum heights must be measured from the tip of nozzle to the surface of the appliance. RANGE PROTECTION - MULTIPL.E NOZZLES (PIN 14178) For ranges that have a surface area exceeding the capablities of a single nozzle, multiple nozzles must be used provided that the surface area of the range is divided into equally stied modules. Each module must be equal to or less than 24" x 24" (81 x 61 cm). NOTE When using this nozzle to protect a two (2) burner range the aiming point is where an 8.50" radius from the center of each burner crosses one another WOK PROTECTION - SINGLE FLOW POINT NOZZLE (PIN 11982) The Lmerex apcitar,m plenum nozzle (PIN 1'982) has are row point and w':i; protect a wok Mtn dimensions between a rhinir.:i.m oiameter cf 14" (3e crn) and a maxum diameter' of 24" (51 crn i'cl'„!siv'e. The wok must 'a'ie a height dirrr nsior± r irr. rn * 4' i t •, o e rr' of between.� :".'i:: �: �, ' Cn?, Q- vri •�}Ctrl''ti 7" ; ; :ncius'te The noz 'e ms€ totante d ;ver g e :er ter of Vie wok a^d iocates at a height Fi bet' 4^ " ^±*, art: GL:r ( 1 2i :"t. Iron.: the botto-:, .:f .`e .^_s Ce of -the wsk a a erred at the center :* :^e WC:if.. Min, Size Max, Size Alra Pciint I 4 r afa- r x may ACCEPTED O Without Comments O As Noted in Red lEr Per The Attached Letter These plans have been reviewed by The Tukwila Fire r rcvention Bureau for conformance with current City : r5ricards. Acceptance is subject to errors and o n;s ions which dp not authorize violations of adopted st.,: ndards arra ordinances. The responsibility for the act-. icy a design t ests totally with the designer. Aon a .is, deletions evisions to these drawings after this uace wii+ void tnts acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by ! The Tukwila Fire Prevention Bureau. Date: 2-3-18 By: k" Sit TUCV" ,., .. ; !7T2PARTMENT Pleast,.+ W u . %J;- 7 anti givelit NO 62ai 4 . 18-1i'-033 and exa ,i:for shut- down or reitcration apprcrvaL NTERUR OTEL 223 AST )O\7IH 'AJL?K E JL'UKWT A, WA 9 032 G \I- RA \ 0 ( ) 1- S 1) ALL DEVICES ARE EXISTING AND ARE BEING DROPPED DOWN WITH THE NEW CEILI\G BEING INSTALLED. Without Comments As Noted in Red Per The Attached Letter ;e plans have been reviewed by The Fire 'ent}on Bureau <<- ::^.l'lr rl nre yvith current City ":dards. ecce .it j ec: to errors and .;cions which d:: ;: -ori s violations of adopted dards and -fli for the quacy th ;�a� °:ti'- fJ ., ,_i; .-. lCi�" tJ�iiif ! the designer. after .. c t'�r" ":v�o:. td these drawings ai ter is date; - ' :J; � . . . '�SFt<:..w. and 040 require a esubr i :w:. :-o.;:3u -rsequelnt approval. cast and Inspection by Tne Tukw3,;a. I Date: 'S f1' --I 2) CANDELA RATING OF SPEAKER STROBES WILL BE INCREASED FROM 30 TO 75 TO PROPERLY NOTIFY OCCUPANTS I\ CASE OF ALARM. WIRE SCHEDULE CKT # OF CONDUCTORS COLOR/IDENTIFICATION FUNCTION WIRE TYPE A(X) B(X) 2 2 RED+, BLK— NAC PWR BOOSTER 2/14 THHN TAG CIRCUIT NUMBER CKT OR UTP CLASS B RED+, BLK— TAG CIRCUIT NUMBER SIGNALING LINE CKT CLASS B 2/16 UTP DEVICE QTY. LEGEND DEVICE DESCRIPTION r' ;RE DEPnRFMEI cail 2:6-575-4407 and give,t3 s F a Pea at No. and exact address for shut- down hydown or restoration approval. MANUFACTURER — MODEL NO. 0 ; 3 EXISTING SMOKE DETECTORS EDWARDS — EST -521B El SUBMITTED 8Y: FIRESHIELO 2 EXISTING SPEAKER STROBES GENESIS — EGCF—VM 0' 5' 10' 15' 20' ,99999< Aesesesest zuuseuse SCALE: 1 /8"=l - 0 FIRESHIELD z 0 PAD FF3 23 2019 TUKikry'0 t FRE x29 z39 .zev 411/4 s u $ J FIRESHIELD PO BOX 2389 5202 OLYMPIC DR NW GIG HARBOR, WA 98335 253- 853-4256 rmo icy m 0 i� SUBMITTED 8Y: FIRESHIELO mz z w li t M a 4- wR i#® s u $ J g 8, rmo icy m 0 i� SUBMITTED 8Y: FIRESHIELO mz SHEET IDENTIFICATION FA -100 - 223 GE\ EAL \OTES 1. NARRATIVE: A. INSTALLING 1 HORN STROBE OFF OF EXISTING CIRCUIT IN PARKING GARAGE STORAGE ROOM. 2. MOUNTING: A. CEILING MOUNT DEVICE. 3. CIRCUIT CLASS: A. CLASS B NO T TAPS ON NAC CIRCUITS ALLOWED. EQUIPVE \T \OTES 1. GENERAL: ALL MATERIAL SHALL BE UL LISTED OR FM APPROVED. 2. PIPING: A. WE WILL BE USING EXISTING PIPE TOTAL ALAS Vl LEGE\D TOTAL NEW Q CEILING MOUNT HORN STROBE SYSTEM SENSOR PC2RHK HORN STROBE H 1 TOTAL=1 ero Without Comments 0 As Noted in Red Q Per The Attached Letter These pans have been reviewed by T he Tukwila Fire Prevention Bureau For conformance with current City standards. Acceptance i subjeci to errors and omissions which do moi; authorize violations of adopted standards and orthnFncss The responsibility for the adequacy of design; res, -s totally with me designer. Additions, deletioi f _ vsions to these drawings after this date wil! v id tr6:, 3._._e tance and will require a rem :::rye: of : 'ts= ;; f4ngs for subsequent approval Final acceptar.e i�. a:Ao; c err test and inspection by The Tukwila Fire Prevention bureau. Date: (e 7 - 18 By: °,spy ILA FIRE DEPARTMENT MENT eas c .i; :20 —FTs... -447 and yitie this Fire G='. i ! s iit No. 11 -F-L3D id exact addr s for shut- .lorm or restoration approval. CO\TACTS OW\ ER CHRISTINE LEE 18230 E VALLEY HIGHWAY SUITE 195 KENT, WA 98032 TEL: (206) 265-0988 PLA\ REVIEW CITY OF TUKWILA FIRE MARSHALL 3600 SOUTHCENTER BLVD. SUITE 209 TUKWILA, WA 98188 TEL : (206) 971-8719 H 150 CD DRUM DRIP DRAIN 0 WIRE TO EXISTING CIRCUIT IN PARKING GARAGE RUN IN 3/4" CONDUIT WITH 2 #12 THHN AND MOVE EOL FIRESHIELD Z OR. ZJ 0' 5' 10' 15' 20' ,99999< SCALE: 1 /8"=1-0 PAID H(22MMO itk HHE mg mm 51 irffi 5 N S LL' § g I i m 114"!.\-401 gltR om ABBREVIATIONS Z 5§4 9ao Itli§ °g�m y ratligft 484R3 2 La 411 g 4 IA PPP"56" 134 4 IA g OOO J 0 z co .z SUPER SAMMY SCREW ALL THREAD HANGER ROD ADJUSTABLE RING HANGER CONCRETE #15 ITW SUPE SAN V1 SCREW F0CO\CETE AREA OF WORK 0 0 z e/f/ NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK NO WORK FIRESHIELD SITE/UTILITY/ zL NO SCALE KEY PLA\ CEN E� AL NOTES 1. NARRATIVE: A. HOTEL INTERURBAN IS AN EXISTING 19 STORY HOTEL CURRENTLY PROTECTED THROUGHOUT WITH EXISTING STANDPIPE AND WET FIRE SPRINKLER SYSTEMS SUPPLIED BY A FIRE PUMP. THIS PROJECT IS A RENOVATION TO THE EXISTING STORAGE ROOM #244 WHICH IS BEING CHANGED INTO A CONFERENCE ROOM. OUR SCOPE IS TO PROVIDE COVERAGE UNDER A NEW SUSPENDED CEILING GRID. WE WILL SADDLE ONTO THE EXISTING BRANCHLINES WITH MECHANICAL TEES TO PROVIDE NEW 1" OUTLETS. NO CHANGES ARE BEING MADE TO THE EXISTING MAINS, VALVES, HANGERS, OR BRACING. 2. DESIGN CRITERIA: A. THE SYSTEM WILL BE DESIGNED PER NFPA-13(2016). 3. HYDRAULIC CALCULATIONS: A. NO NEW BRANCHLINES OR MAINS ARE NEEDED. B. HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 4. SEISMIC BRACING AND HANGERS: A. NO NEW BRACING IS REQUIRED OR PROVIDED. 5. FLEXIBLE SPRINKLER DROPS: A. VICTAULIC VIC-FLEX SPRINKLER DROPS WILL BE UTILIZED FOR NEW DROPS TO NEW CEILING. EQUIPIvENT \OTES 1. GENERAL: ALL MATERIAL SHALL BE UL LISTED AND FM APPROVED. IMPORT MATERIAL IS ACCEPTABLE. 2. PIPING: A. BLACK SCH.40 FOR THREADED B. BLACK SCH.10 FOR ROLL GROOVED 3. FITTINGS: A. BLACK MALLEABLE IRON THREADED B. GROOVED FITTINGS AND COUPLINGS 4. HANGERS: A. TOP BEAM C -CLAMP B. ITW SAMMY CONCRETE SCREW C. ERICO BRANCHLINE RESTRAINT ASSEMBLY 5. SEISMIC BRACING: A. AFCON SWAY BRACE ATTACHMENT B. AFCON FAST CLAMP C. AFCON MEDIUM PIPE CLAMP D. 1"SCH.40 PIPING 6. BACKFLOW PREVENTER: A. EXISTING - NO WORK 7. WET VALVES: A. EXISTING - NO WORK 8. AUXILIARY DRAIN VALVES: A. EXISTING - NO WORK 9. ALARM DEVICES: A. EXISTING - NO WORK 10. SPRINKLERS: GLOBE - SEE LEGEND c4i CO\TACTS OWNER HOTEL INTERURBAN 223 ANDOVER PARK E TUKWILA, WA 98188 TEL: (206) 265-0988 TOTAL SP. II\ PLAN REVIEW TUKWILA FIRE DEPT 6200 SOUTHCENTER BLVD TUKWILA, WA TEL: (206) 433-1800 HEAD LEGE\D TOTAL= 59 143 I ad 0' 0 EXISTING 1XBRANCHLINE ( EXISTING 1X" BRANCHLINE zO u 0 ec 0 No z X W -11W. (t) AFF=12-113i� u EXISVNG 1X BRANBILINE 0 0 0 I 0 EXISTING 1X" BRANCHLINE AFF=12-11W� "V EXISTING 1X" BRANCHLINE 0, E6ISTIN931X" B1NCHLIgE AFF=12-11W4 1 < EXISTING 2" SUPPLY MAIN L„ LL z_ X tat r1 EXISTING 2" SUPPLY MAIN s FIDE SPIT\ <LE. PIPING PLA\ 0' 5' 10' 15' 20' N9999 66666? SCALE: 1 /8"=1-O FIRESHIELD o1— O Without Comments 0 As Noted in Red jEr Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'reventjon Bureau for conformance with current City andards. Acceptance is subject to errors- and ,i(IssIons which do not authorize viciat:nns of adopted 3ncards and ordinances. The res;sor slbiik`:" for the .equacy of design rests totally with editions,. deletions c,4 revisions to these drawings after trijs rate will void til:;. acceptance and v Hi require a resuo "r'. izi oaf _;';rver; a 'a‘wirrgs for Sub ecu nc approve, Final acc'ept - 1;-. s ijec to veld test and inspection by The I ukv..k :': t r : �. �- : 8t,>•.� " ^Si,: epi.. Date: -I 9 FIRE DEPARTMENT can 206-575-4407 and l?I'e' 'La is li ie Permit No. /9-5.0?a` and exact address for shut- down or restoration approval. x X x x x x X x x x x ,. < x x: x DEFLECTED CEILING PLAN 0' 5' 10' 15' 20' ?999 99 >66666( SCALE: 1 /8"=1-O FIRESHIELD 0 r f PAID JAN 23 2019 TUK ILA FIRE 0 z ABBREVIATIONS BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW= FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED HANGER LEGEND #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #9 REG C -CLAMP, RETAIN STRAP #10 TOP BM C-CLMP, STRAP #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 #16 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET #13 STANDARDS FOR HAZARD OCCUPANCY ALL MATERIALS & EQUIPMENT TO BE NEW & UL/FM APPROVED OWNER TO PROVIDE ADEQUATE HEAT TO KEEP PIPE FROM FREEZING z UJ W 0 1 CO In a: 0 v O z RIGID VIC COUP 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE ELEV. IN INCHES BELOW DECK r..age uw.tiel W pO D_ 00 (1_ 000) Of O oQ Z d toy C•J tL 0 r re O 2 U 0) 9 OMeev 07:0 E ONVIVILI? IA M ?T U)t>0 VIMOetV 0 CC MCP 1 o= N con 0 o0 c ,3 I to 00co Q"�7'7 .. rf) in N Qv A pi Pir4 ti RC b ti =; 8la a! 03 vi L[) 0 N 0 W 44 W 0 z w 0 J 1 EXISTING EXISTING UPRIGHT SPRINKLERS TO REMAIN IN PLACE UPRIGHT 0 BRASS 38 -NO WORK I SEMI -RECESSED GLOBE GL5601 SEMI RECESSED PENDENT QR K=5.6 1/2" 155DEG PENDENT 0 CHROME W/ SEMI RECESSED CHROME ESCUTCHEON 21 GLOBE SPRINKLER WRENCH 325390 TOTAL= 59 143 I ad 0' 0 EXISTING 1XBRANCHLINE ( EXISTING 1X" BRANCHLINE zO u 0 ec 0 No z X W -11W. (t) AFF=12-113i� u EXISVNG 1X BRANBILINE 0 0 0 I 0 EXISTING 1X" BRANCHLINE AFF=12-11W� "V EXISTING 1X" BRANCHLINE 0, E6ISTIN931X" B1NCHLIgE AFF=12-11W4 1 < EXISTING 2" SUPPLY MAIN L„ LL z_ X tat r1 EXISTING 2" SUPPLY MAIN s FIDE SPIT\ <LE. PIPING PLA\ 0' 5' 10' 15' 20' N9999 66666? SCALE: 1 /8"=1-O FIRESHIELD o1— O Without Comments 0 As Noted in Red jEr Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'reventjon Bureau for conformance with current City andards. Acceptance is subject to errors- and ,i(IssIons which do not authorize viciat:nns of adopted 3ncards and ordinances. The res;sor slbiik`:" for the .equacy of design rests totally with editions,. deletions c,4 revisions to these drawings after trijs rate will void til:;. acceptance and v Hi require a resuo "r'. izi oaf _;';rver; a 'a‘wirrgs for Sub ecu nc approve, Final acc'ept - 1;-. s ijec to veld test and inspection by The I ukv..k :': t r : �. �- : 8t,>•.� " ^Si,: epi.. Date: -I 9 FIRE DEPARTMENT can 206-575-4407 and l?I'e' 'La is li ie Permit No. /9-5.0?a` and exact address for shut- down or restoration approval. x X x x x x X x x x x ,. < x x: x DEFLECTED CEILING PLAN 0' 5' 10' 15' 20' ?999 99 >66666( SCALE: 1 /8"=1-O FIRESHIELD 0 r f PAID JAN 23 2019 TUK ILA FIRE 0 z ABBREVIATIONS BOJ = BOTTOM OF JOIST BB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = TOP OF BEAM TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR FOW= FACE OF WALL NTS = NOT TO SCALE PRV = PRESSURE RED. VALVE RM = ROOF MANIFOLD SP = STANDPIPE NIC = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED ATR = ALL THREAD ROD TOE = THREAD ONE END TBE = THREAD BOTH ENDS TxG = THREAD BY GROOVE GG = GROOVE x GROOVE PP = POLISHED x POLISHED HANGER LEGEND #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #9 REG C -CLAMP, RETAIN STRAP #10 TOP BM C-CLMP, STRAP #11 TRAPEZE (SEE DETAIL) #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 #16 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET #13 STANDARDS FOR HAZARD OCCUPANCY ALL MATERIALS & EQUIPMENT TO BE NEW & UL/FM APPROVED OWNER TO PROVIDE ADEQUATE HEAT TO KEEP PIPE FROM FREEZING z UJ W 0 1 CO In a: 0 v O z RIGID VIC COUP 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE ELEV. IN INCHES BELOW DECK r..age uw.tiel W pO D_ 00 (1_ 000) Of O oQ Z d toy C•J tL 0 r re O 2 U 0) 9 OMeev 07:0 E ONVIVILI? IA M ?T U)t>0 VIMOetV 0 CC MCP 1 o= N con 0 o0 c ,3 I to 00co Q"�7'7 .. rf) in N Qv A pi Pir4 ti RC b ti =; 8la a! 03 vi L[) 0 N 0 W 44 W 0 z w 0 J ARATIVE: A. I UPR STO \ C 2. DESIG 3. HYD 4. SEI S 0 G \� RAS \0 \STALLI\G 14 QUIC< RESPO\SE 5.6< 200 DEGREE IGHT HEADS A\D DRUM DRIP DRAIN IN PAR<ING GARAGE AGE AEA. RITERIA: A. THE ADDITIO\ AL SPI\ <LER WILL 3E ADDED PER \FPA -13(2016) A\D SPECIFICATIO\ SECTIO\ 210010. AU LI C CALCU LATI O\ S: A. HYDRAULIC CALCULATIO\S ARE \ 0T REQUIRED. VIC 3ACI\G A\D HANGERS SHALL 3E PER \FPA -13(2016). A. SEISMIC 3RACI\G CALCULATIO\S ARE \OT REQUIRED. C. 3A\ CHLINE RESTRAI\T WILL TYPICALLY \OT 3E REQUIRED FOR THIS PROJECT DUE TO THE LE\GTH OF SUPPORT RODS. HOWEVE, WHERE REQUIRED ERICO 3RA\CHLI\E RESTRAINT ASSEN 3LIES WILL 3E ADDED TO ALHL 3RA\CHLI \ ES SUPPORTED 3Y RODS 6"0R LONGER MEASURED FROM THE P0I\T OF ATTACHVE\T TO THE TOP OF PIPE. Q P VH\ oT� s 1. GE\EAL: 2. PIPI\ G: A. WE WILL GS: A. M ALLEA3 ERS: A. SAMMY SC 3. ERICO 3R <LES: GLO3E 3. FITTI\ 4. HA\G 5. SPIN ALL MATERIAL SHALL 3E UL LISTED OR FV APPROVED. ALL COMPO\E\TS SHALL 3E DOVESTICALLY MA\UFACTURED, INPORT I,S \OT ACCEPTA3LE. 3E USING EXISTI\G PIPE. LE IRON AL SPR EW FOR CO\CETE ANCHLI\E RESTAI\T ASSEM3LY - SEE LEGEND I- AD I -GI- \D TOTAL \EW STANDARD UPRIGHT QR <=5.6 1/2" 200DEG UPRIGHT 0 WITH CI -ROVE ESCUTCHEO\ 14 GLO3E SPRI \ <LER WRENCH 325390 TOTAL / J CO\ ACTS OW\HH CHRISTI= LEE 182O - VALLEY HIG WAY SITE 195 4E\T, WA 98032 TEL: (206) 265-0988 P A\ HHV CITY OF T� I -W KWLA FIDE V 36C0 SOJT-C\T- LV TKWLA, WA 98188 TEL: (206) 971-8719 p (p Without Comments o As Noted in Red Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and ornlssions which do not authorize violations of adopted s andards and ordinances. The responsibility for the dequacy of design rests totally with the designer. Additions, deletions or ; evisioris to these drawings after this date will void this acceptance and will require a resubmittal of revises drawings for subsequent approval. Final acceptance is suo))ece to held test and inspection by The Tukwila Fire Prevention � Bureau. b (?ate: 5-) 7- r By: Al^i I 1 -e- 0 0' 0 0 DRUM DRIP DRAI\ 0 SP -H SUPER SAVVY SCREW FOR CRACKED CONCRETE CCST-516 ALL THREAD HANGER ROD ADJUSTABLE RING HA\GER SAV V SCHHW 0' 5 FIRESHIELD 10' ASALL �. SUIT= 209 ==`11KWILA FIRE DEPARTMENT E'lease call 206-575-4407 and gve this Fire Permit No. lW-S-o5.- id exact address for shut- ,:own hut:own or restomition approval 15' 20' SCA 4" 1 0 PAID HAY 11 2012 TUKWILA FIRE SYMBOL LEGEND THREADED CAP FITTING BUTTERFLY VALVE CHECK VALVE FIRE DEPT CONNECTION FIRE HYDRANT FLOW SWITCH w 0 0 W W U) N W J Z U) n x A 0 0 0 CC 0 0 z lL LLI0 0 CC 0 2 -WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE RISERS / CHANGE IN ELEV GENERAL HANGER LOCATION z 0 z WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE i 0 U 4 0 z 0 J w z #10 TOP BM C-CLMP, STRAP J w 0 w w w w 1 - #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 SAMMY SCREWS #16 WOOD JOIST CLAMP #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #9 REG C -CLAMP, RETAIN STRAP ABBREVIATIONS 0 000z 0ZW Q W Z O w�Om 2 O Jam'LY Q OU > W O > 0 M m m Z F Q 0 0 w w >v - w J - 0 1- 0�w QZ Z Z 0 m Q x 0 J Q I O p5 L+1w=:EWuj >20m>0 O N Z () 0 z r 0 J< 0 0< 0 W Or'i:tdJQJ 0 C 0OLLmm II II II II II II II II II II II II II II I-V)1p1Xm X0CL_J 0 NJ <UF-F-HLL0dmz 0L1.mmD 0 w 0O J Z O > F- V1) J 0 Q :M1):0MLLIT.J__I J w O iY W LL LI_ U._ Uj WI -- Um 1 Z H 000coNZ ALJ ZmOU O LL `e.; a���LLp��cn0000>1-L+-ZOW�F-i-dp.,O►- W OQ-J OOOoom¢0i-0! z m m m 1- F- Q LL Siz d !Y (n Z 0 g I1 1I 11 11 11 11 II 1I II 11 11 11 II 11 OmOQOLL0'OI--0 gym. 00 mmm1 .1-QLLZQ !Y(nZ0S qJt z 0 0 DRAWING CONTENTS GENERAL NOTES, DETAILS, SITE PLAN DRAWING NAME w 0 0 Z 0 Z jrX Q < 0 CL❑❑D PROJECT NAME W 0 \TEU.3AN (i) w< 0 —i a_ cfi 1Y w W 1- Oy w Z Z J � Z W Q w o 0 W co N r7 DWG NAME LL O LID CO N 1) 1- 0 II 00 8 03 N 0 J W LL 0 0 \0 1- S 1 \ARRATIVE: A. C0\SISTS OF POVIDI\G ALL WOR< A\D MATE 2 5.6< 200 DEGREE QUIC< RESPO\SE DRY PE\DA \EW <I TCH E\ FREEZER A\D COOLER. 2. DESIG\ CRITERIA: A. THE ADDITIO\AL SPI\<LER WILL 3E ADDED PER \FPA -13(2016) AND SP ECI FI CATI O\ SECTIO\ 210010. 3. HYDAULIC CALCULATIO\S: A. HYDAULIC CALCULATIO\S ARE \OT REQUIRED. 4. SEISMIC 3RACI\G A\D HA\GES SHALL 3E PER NFPA-13(2016). A. SEISMIC 3RACI\G CALCULATIO\S ARE \OT REQUIRED. C. 3RA\CHLI\E EST./6\1\T WILL TYPICALLY \OT 3E REQUIRED THIS PROJECT DUE TO THE LE\GTH OF SUPPORT RODS. HOWEVE, WHERE REQUIRED EICO1 3RA\CHLI\E RESTRAI\T ASSEM3LIES WILL 3E ADDED TO ALL 3A\CHLI\ES SUPPORTED RODS 6"OR L0\GER MEASURED F'Ov THE P0I\T OF ATTACHfV TO THE TOP OF PIPE. RIALS TO I\STALL \T HEADS IN � QLJ PV \OHS 1. GE\EAL: FOR 3Y E\T ALL MATERIAL SHALL 3E UL LISTED OR FIV APPOVED. ALL COMPONE\TS SHALL ,3E DOMESTICALLY IV A\UFACTURED, IIV PORT I,S \OT ACCEPTA3LE. 2. PIPI\G: A. WE WILL 3E USI\ 3. FITTINGS: A. VALLEABLE TH HANGERS: A. SAM V Y SCREW FOR 3 ERICO BA\CHL\E 5. SPI\ <LES: GLO3E — SEE LEGE 4. G EXISTI\G HPE. BEADED IRO\ C0\CETE ESTRAI\T ASSEVIKY \D TOTAL SPR /KL SAD FFG \D TOTAL \EW E STA\DARD DRY PE\DA\T K=5.6 1 2" 200DEG / PENDA\T ® WITH CHROIVE ESCUTCHEO\ 2 GLO3E SPRI\'KLER WRE\CH 325390 CONCRETE 4. 4 • 4. 4 ° 4 a . • . • .• , •4 d : • 4 c••"--'•� . ' • d' •, d 4.' d • • . 4`•a . • 4 . d , .4 • 4 • • d•• 4.d• I• •i 4 4 • SUPER S vfY SCREW FDR CRACKED CENCRETE CCST-516 ALL THREAD HANGER RDD ADJUSTABLE RING HANGER //1 5 SRFH SAV VY TOTAL 2 CO\ AC s OW\I- R PLA\ RI- V W C— LE- 18230 - VALLIY HC—WAY SUITE 195 KE\T, WA 98032 LL: (206) X65-0988 CITY OF T. KWILA FIRE VAS 3600SOJT—CE\T1 BLV3 S T▪ '<WILA, WA 98188 T=L' (206) 971-8719 v_4No 0 J ATA11•ArrOkta l x i otAl l aaihigh .1 ummoommi6 non7 Noma —I— 1 / II 1/ II GO 0 :E Eammri IIIA 0 OA 0 • • — • 114 32. r(rl 3 -7 n J I/ 11 1' stie Pre do.3. m rr1 =y I II < .1P -_N. 0 Nil 'Op 0 411 III / 111 1 � II' III III III JI 3 n 0 11 .3. C, id 0 0 / / 0 0 0 CCe� C:e. . 11 II / II 1I I II I II JL - • / / / 0 1$ 0 WESO LJ -_- 0 0 RESTAURANT SUPPLY AND DESIGN, INC. 12811 NE 12618 Place, KIM1Jan4, WaoMngtan 98034 ' . EMAIL: lefAvAcmarestaurantsupply.o3m, .011 206 356 8935 office 425 747 7223 1/4" =1'-0" @ 8 1/2" x 11" October 17,2017 0 5 10' 15' 20' SCALF i 991 i 0 ALL ITE 209 Wlthou Comments ® Per's he ,Attaciled e ter These plans have been reviewed ;;y, Tukwila Fire Prove iiion Bureau for Loii1ormanc a.!":r . , city: f s :,ndar s. Acceptance is subject k4 , e_:o_.;. a. { omissions which do not authorize violations f ordopted 11 �,,f andards and ordinances, The respon ,Melt • for the i;',d1quaCy o`_desig i rests : totally with r ,iy'.iig 5e• s,d'tions, tieetions or revisions to }a' se drrw!`t:gs after bi •) date e C o wi:i void thisacceptance and wiire e a i 2 i�F.te„a yesubmitca1 of revised drawings for subsequent approval. 1 I Final acceptance is sub ecr to field test and inspection by I The Tukwila Fire Prevention Bureau. 1 Date: S `A `fg By: YC f TUKWILA FIRE. DEPARTMENT Please call 206-575-4407 and 7thgPrrnitNo. z;nd exact ad rtes for shut- down u¢down or restoration tion Epprc vol. FIRESHIELD PAID TUHA( ;1201 KWILAFIRE - -R.9/l % $'•moi SYMBOL LEGEND THREADED CAP FITTING BUTTERFLY VALVE CHECK VALVE FIRE DEPT CONNECTION FIRE HYDRANT FLOW SWITCH n A 0 0 0 U 0 U z I8 0 W > 0 0 2 -WAY EARTHQUAKE BRACE LAT BRACE + LONG BRACE RISERS / CHANGE IN ELEV GENERAL HANGER LOCATION z 0 z WET SYSTEM RISER DRY SYSTEM RISER BALL VALVE 0 U 0 z W 0 c 0 a #10 TOP BM C-CLMP, STRAP J W 0 W W W N W OC H #12 SIDE BEAM BRACKET #13 SHORT STRAP #14 EYE NUT,ROD,RING #15 SAMMY SCREWS #16 WOOD JOIST CLAMP #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL FLANGE, 1/4" LAGS #4 EYE ROD, FASTENER & RING #5 U -BOLT (PER DETAILS) #6 KWIK BOLT,ROD COUP, R&R #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #9 REG C -CLAMP, RETAIN STRAP ABBREVIATIONS II 11 11 11 II 11 II 11 II 11 II 11 11 II 1-NCO0x xCDOJ�0_jN_J Q U H I- H LL.. CD a- m x 0 L. CO m > IX J I'- M Y _I > U (/)QU U. 0 Q m p i Pi = J J W O L�L_L.. WL- -- �U� w Z r 000m(n�el(�)� Qo O ���LL LL Oo �!_, cn 00000w Hff) ? 0K0n-o_OHWOHOJ 0000om<0 OHO_Z mm - I—<LLZO �U)ZOO 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Om0oot•+-OHS �dU0 mmmHHQLLZd �(/•)Z0p0 z Q 0 0 DRAWING CONTENTS GENERAL NOTES, DETAILS, SITE PLAN DRAWING NAME cc W 0 0 W 0 W Y 00 oo M 00 w< > 0 Q Z Q- N H —J WQ 0 W (f W W I— _1 0 Y W z Z Q� ZV,J 17;,-1 < W 0 03 N DWG NAME LL 0 LL ) 03 CONTRACT 0 II 03 U to 03 N Ln (/) pip 3 co U z •W E m0 a4.4 t9 Z O N W Moi W o�o QrjM Vim^ I -- Z WJ x CO LL BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: T-0 (MAX. LENGTH) STRUCTURE ATTACHMENT FITTING: MAKE: AFCON MODEL: 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE AFCON MODEL' 035 TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45°- 59° UL LISTED LOAD RATING: 1956 Ibs LEAST RADIUS OF GYRATION: 0.42 LEAST RADIUS OF GYRATION: 0.42 SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE L/R VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. L/R VALUE: 200 Ibs. MAXIMUM HORIZONTAL LOAD: 1310INSERT 45.. 59 7"---' pi V 1" SCH AFCON BLUE BANGER INSERT MODEL BBWF2250 (1/2" DIA. BOLT) AFCON 077 40 MODEL 035 FASTENER INFORMATION REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: • BLUE BANGER DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 Ibs(ASD) REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER ►/ LATERAL BRACE • LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 6" SCH 10 30 30 23.0 0.52* 358.8 TOTAL FORCE (Ib) 6" SCH 10 30 30 23.0 0.52* 358.8 221 1" SCH 40 25 25 2.1 0.52* 27.3 TOTAL FORCE 358.8 MODIFIED FOR FITTINGS FPW x 1.15 350.2 418.6 AREA OF INFLUENCE: LEVEL 1 STANDPIPE *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS 7'-0 MAX. LENGTH` LENGTH OF BRACE: ( ; STRUCTURE ATTACHMENT FITTING: MAKE' AFCON MODEL' 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE - ATTACHMENT) FITTING: MAKE: AFCON MODEL: 078 TYPE OF BRACE: SCH 40 LOAD RATING: lbs RRACEANNGO (NO REDUCTION LE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: AFCON MODEL: 411 ANGLE OF BRACE: 45° - 5� LEAST RADIUS OF GYRATION: 0.42 FM LISTED LOAD RATING: 2220 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE L/R VALUE: 200 Ibs. MAXIMUM HORIZONTAL LOAD: 1310INSERT 1/8"=1'-0 �AFCON BLUE BANGER MODEL BBWF2250 (1/2" DIA. BOLT) FASTENER INFORMATION, FASTENER INFORMATION • BRACE AFCON FIG. 078 BRACEATTACHMENN - *�`�� FIG. 077 ATTACHMENT 1" SCHEDULE 40 STEEL PIPE AFCON 411 - BRACE ATTACHMENT REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 Ibs.(ASD) IIMIII 'IIIIIB SPRINKLER SYSTEM LOAD CALCULATION [FPW GPX W,] DIAMETER PIPE • LATERAL BRACE /,1 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 6" SCH 10 30 30 23.0 0.52* 358.8 221 1" SCH 40 25 25 2.1 0.52* 27.3 TOTAL FORCE 350.2 MODIFIED FOR FITTINGS FPW x 1.15 402,7 TOTAL FORCE TOTAL FORCE 358.8 MODIFIED FOR FITTINGS FPW x 1.15 MODIFIED FOR FITTINGS Fp, x 1.15 418.6 AREA OF INFLUENCE: LEVEL 1 STANDPIPE *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7'-0 (MAX. LENGTH) STRUCTURE ATTACHMENT FITTING: MAKE: AFCON MODEL: 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE AFCON MODEL' 001 TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45°- 59° FM LISTED LOAD RATING: 800 lbs LEAST RADIUS OF GYRATION: 0.42 NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE L/R VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. 1/8"=1'-0 „.. M FASTENER INFORMATION, REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER I 45°- 59* t; BLUE BANGER INSERT MODEL BBWF2250 (12" DIA. BOLT) AFCON 077 � 1" SCH 40 ` AFCON MODEL 001 DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 Ibs(ASD) DIAMETER: 1/2" 1 LATERAL BRACE 1 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW GPX W,] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 2-1/2" SCH 10 40 40 4.9 0.52* 101.9 1-1/4" SCH 10 170 170 2.5 0.52* 221 1" SCH 40 25 25 2.1 0.52* 27.3 TOTAL FORCE 350.2 MODIFIED FOR FITTINGS FPW x 1.15 402,7 AREA OF INFLUENCE: LEVEL 1 KITCHEN *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS 7 '-DLENGTH` LENGTH OF BRACE: (MAX.( ; STRUCTURE ATTACHMENT FITTING: MAKE: AFCON MODEL' 077 FM LISTED LOAD RATING' 870 Ibs DIAMETER OF BRACE: 1" NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENTI FITTING: MAKE: AFCON MODEL: 078 TYPE OF BRACE: SCH 40 FM LISTED LOAD RATING: 620 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) FITTING: SMAKYBRAC ((PIPE ATTACHMENT'I TING 411 ANGLE OF BRACE: 4'i- 5� LEAST RADIUS OF GYRATION: 0.42 FM LISTED LOAD RATING: 860 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. 1/8"=1'-0 ;� M BLUE BANGER INSERT MODEL BBWF2250 (1/2" DIA. BOLT) REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER FASTENER INFORMATION AFCON BRACE AFCON FIG. 078 BRACE ATTACHMENN�� *�Q��BRACEATTACHMENT FIG. 077 ATTACHMENT 1" SCHEDULE 40 STEEL PIPE AFCON 411 REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER DIAMETER: 1/2" HORIZONTAL LOAD: 475 Ibs.(ASD) ■ LONGITUDINAL BRACE IMMAXIMUM DIAMETER TYPE PIPE • LATERAL BRACE ►,1 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 2-1/2" SCH 10 80 80 4.9 0.52* 203.8 FP -16 LEVEL 3 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 ( TOTAL FORCE 308.7 MODIFIED FOR FITTINGS FPW x 1.15 355.0 TOTAL FORCE TOTAL FORCE 368.2 203.8 MODIFIED FOR FITTINGS Fp, x 1.15 423.4 234.4 AREA OF INFLUENCE: LEVEL 1 CORRIDOR *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7'-0 (MAX. LENGTH; STRUCTURE ATTACHMENT FITTING: MAKE' AFCON MODEL: 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE' AFCON MODEL' 001 TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45°- 59° FM LISTED LOAD RATING: 800 Ibs LEAST RADIUS OF GYRATION: 0.42 (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. 1/8"=1'-0 rit._ M FASTENER INFORMATION REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER ( 45 = 59 i'T BLUE BANGER INSERT DIA. OLE) BBWF2250 AFCON 077 ,---- 7 1" SCH 40 AFCON MODEL 001 DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 lbs(ASD) DIAMETER: 1/2" /5 LATERAL BRACE ■ LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 4" SCH 10 27 27 11.8 0.52* 165.7 " 1-1/4" SCH 10 55 X 2 110 2.5 0.52* 143.0 FP -16 LEVEL 3 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 ( TOTAL FORCE 308.7 MODIFIED FOR FITTINGS FPW x 1.15 355.0 AREA OF INFLUENCE: GARAGE *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS 7 '-0 LENGTH)MAKE: LENGTH OF BRACE: (MAX.( STRUCTURE ATTACHMENT FITTING: AFCON MODEL' 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE - ATTACHMENT) FITTING: MAKE: AFCON MODEL: 078 TYPE OF BRACE: SCH 40 RATI FNO BRRACEANNGOlbs REDUSCTIIONDOF LOAODBASEDON LE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: AFCON MODEL: 411 ANGLE OF BRACE: 4�- 59° LEAST RADIUS OF GYRATION: 0.42 FM LISTED LOAD RATING: 860 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. 1/8"=1'-0 FP -05 M BLUE BANGER INSERT MODEL BBWF2250 (12" DIA. BOLT) FP -06 ....FASTENER INFORMATION BRACE AFCON FIG. 078 BRACE ATTACHMEN 4 FIG. 077 ATTACHMENT 1" SCHEDULE 40 STEEL PIPE �� AFCON 411 BRACE ATTACHMENT REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 Ibs.(ASD) 4TH TO 11TH FLOOR FIRE PROTECTION PLAN l__. FP -09 12TH TO 16TH FLOOR FIRE PROTECTION PLAN PIPE • LATERAL BRACE 12 LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPW CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT WF'3'4T PER FT C P TOTAL FORCE (Ib) 4" SCH 10 60 60 r 111.8 0.52* 368.2 1/8"=1'-0 FP -16 LEVEL 3 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 ( TOTAL FORCE 368.2 MODIFIED FOR FITTING`: Fpw x 1.15 423.4 AREA OF INFLUENCE: GARAGE *CALCULATED BY STRUCTURAL PE 6' DI UNDERGROUND c 6' DI UNDE 94423' HYDRANT 6' DI UNDERGROUND WASHI ' TON TO N FOR GA' ' GE HYDRANT W. TOWER ISER LOCA ON FOR TO R 6' DI UNDERGROUND 6' DI UNDERGROUND N c( -z HYDRANT 6X2.5X2.5FDC WET SYSTEM & STANDPIPE 6X2.5X2.5FDC DRY STANDPIPE COVERED DRIVEWAY 6' DI UNDERGROUND HYDRANT HYDRANT J 6' DI UNDERGROUND CONNECTIOI CITY WATER ITO MAIN 12' CITY WATER MAIN ANDOVER PARK EAST (67TH AVE S.) SITE MAP NOT TO SCALE �N 0 Without Comments As Noted in Re: 'r Per The Attached L_ �z er These plans have cre•feIltion r!. `i cions ErC3anci .i t' yfS (Yam;`•'" .. , reviev,fed by The Tukwila Fire - - rniar e with current City •.;.1oie..t to eerror and r o ize Yiola io _ of adopted responsibility for the .- the designer. :s 'co these drawings after Yr:d require a suose ;uent approval. Final acceptance is i::.: &d test and inspection by The e Tukw'dila Fir i; au. Date: glve. •V 1r, m. a .rrd NO. O. and f'i •ac^, r1 _ for t¢. aN 8 or relaraon PROJECT SCOPE THE WASHINGTON PLACE j►-IOTEL -APARTMENTS IS A NEW CONSTRUCTION PROJECT IN THE CITY OF TUKWILA. THE CONSISTS OF A MULTI -STORY HIGH RISE CONCRETE STRUCTURE WITH AN ADJACENT MULTI -STORY PARKING STRUCTURE. BOTH STRUCTURES SHALL BE FULLY SPRINKLERED AND THE HIGH RISER SHALL HAVE A COMBINED CLASS I AUTOMATIC -WET STANDPIPE SYSTEM WITH FIRE HOSE RACKS MEETING TFD REQUIREMENTS AND THE GARAGE WILL HAVE -A -DRY CLASS I MANUAL STANDPIPE SYSTEM. Al, -)o6,4-6_ GENERAL NOTES 1. ALL DESIGN, INSTALLATION & MATERIALS TO CONFORM TO THE CITY OF TUKWILA, NFPA 13, NFPA 14, NFPA 20 AND NFPA 22 REQUIREMENTS. 2. ALL COMPONENTS OF THIS SYSTEM TO BE U.L. LISTED OR F.M. APPROVED AS REQUIRED BY NFPA 13. 3. PER CITY OF TUKWILA ORDINANCE 2329 SECTION 16.48.030 MINIUMUM LIGHT HAZARD IN GUEST ROOMS AND SLEEPING AREAS AND ORDINARY HAZARD IN ALL OTHER COMMON AREAS. 4. SPRINKLER SPACING AND LOCATIONS CONFORM TO NFPA 13 CHAPTER 8 OBSTRUCTION RULES. 5. PIPE SIZING BASED ON HYDRAULIC CALCULATIONS 6. SYSTEM TO BE HYDROSTATICALLY TESTED @ 200 PSI FOR 2 HOURS. 7. 24-HOUR SUPERVISION TO BE PROVIDED BY OTHERS. 8. ALL ELECTRICAL WORK TO BE PROVIDED BY OTHERS: PIPING NOTES: DRYAND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. (LISTED BY FM OR UL FOR FIRE PROTECTION SYSTEMS) 2. SCHEDULE 40 BLACK PIPE SHALL [4 -AVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. (LISTED BY FM OR UL FOR FIRE PROTECTION SYSTEMS) SHEET INDEX BLUE BANGER HANGER WOOD FORM INSERT SHEET # DESCRIPTION SCALE FP -01 GENERAL NOTES AND SITE PLAN N.T.S FP -02 TOWER RISER DIAGRAM OF FIRE PROTECTION SYSTEM N.T.S FP -03 FIRE PUMP ROOM LAYOUT 1/8"=1'-0 FP -04 STANDPIPE AND PRV HYDRAULIC REFERENCE PLAN 1/8"=1'-0 FP -05 1ST FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -06 2ND FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -07 3RD FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -08 4TH TO 11TH FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -09 12TH TO 16TH FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -10 17TH FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -11 18TH FLOOR FIRE PROTECTION PLAN 1/8"=1'-0 FP -12 19TH FLOOR LOUNGE LEVEL FIRE PROTECTION PLAN 1/8"=1'-0 FP -13 TOWER STAIR PLAN AND SECTIONS 1/8"=1'-0 FP -14 LEVEL 1 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 FP -15 LEVEL 2 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 FP -16 LEVEL 3 GARAGE FIRE PROTECTION PLAN 1/8"=1'-0 PROJECT SCOPE THE WASHINGTON PLACE j►-IOTEL -APARTMENTS IS A NEW CONSTRUCTION PROJECT IN THE CITY OF TUKWILA. THE CONSISTS OF A MULTI -STORY HIGH RISE CONCRETE STRUCTURE WITH AN ADJACENT MULTI -STORY PARKING STRUCTURE. BOTH STRUCTURES SHALL BE FULLY SPRINKLERED AND THE HIGH RISER SHALL HAVE A COMBINED CLASS I AUTOMATIC -WET STANDPIPE SYSTEM WITH FIRE HOSE RACKS MEETING TFD REQUIREMENTS AND THE GARAGE WILL HAVE -A -DRY CLASS I MANUAL STANDPIPE SYSTEM. Al, -)o6,4-6_ GENERAL NOTES 1. ALL DESIGN, INSTALLATION & MATERIALS TO CONFORM TO THE CITY OF TUKWILA, NFPA 13, NFPA 14, NFPA 20 AND NFPA 22 REQUIREMENTS. 2. ALL COMPONENTS OF THIS SYSTEM TO BE U.L. LISTED OR F.M. APPROVED AS REQUIRED BY NFPA 13. 3. PER CITY OF TUKWILA ORDINANCE 2329 SECTION 16.48.030 MINIUMUM LIGHT HAZARD IN GUEST ROOMS AND SLEEPING AREAS AND ORDINARY HAZARD IN ALL OTHER COMMON AREAS. 4. SPRINKLER SPACING AND LOCATIONS CONFORM TO NFPA 13 CHAPTER 8 OBSTRUCTION RULES. 5. PIPE SIZING BASED ON HYDRAULIC CALCULATIONS 6. SYSTEM TO BE HYDROSTATICALLY TESTED @ 200 PSI FOR 2 HOURS. 7. 24-HOUR SUPERVISION TO BE PROVIDED BY OTHERS. 8. ALL ELECTRICAL WORK TO BE PROVIDED BY OTHERS: PIPING NOTES: DRYAND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. (LISTED BY FM OR UL FOR FIRE PROTECTION SYSTEMS) 2. SCHEDULE 40 BLACK PIPE SHALL [4 -AVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. (LISTED BY FM OR UL FOR FIRE PROTECTION SYSTEMS) WATER FLOW STATIC PRESSURE: RESIDUAL PRESSURE: AVAILABLE FLOW © HYDRANT: 150.0 (PSI) 20.0 (PSI) 8000 (GPM) INFORMATION PROVIDED BY MIKE CUSICKAT THE TUKWILA PUBLIC WORKS DEPARTMENT 4" VICTAULIC CHECK VALVE 717 WALL MOUNTED PIV (TAMPERED BY OTHERS) TO DRY STANDPIPE SYSTEM 4" APOLLO BACKFLOW MODEL DCLF4A 6" X 4" CONCENTRIC REDUCER 6" CONNECTION TO FDC TO DRY PIPE SYSTEM 4" GLOBE MODEL G3 DRY PIPE VALVE WITH FULL TRIM & TANK MOUNTED COM PRESSOR 1-1/4", DRAIN 6" VICTAULIC BUTTERFLY VALVE 705 (TAMPERED BY OTHERS) 6" TO CITY SUPPLY GARAGE RISER DETAIL PAID NOV -6.Zn1h TUKWILA FIRE _224Gs-46>f dog " C) E WASHINGTON STATE i CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYETEO.E. Kevin P. Jensen 4355-0608-C Level 3 s Reliance Fire Protection, Inc RRIAFPIQ2LI itaggetaturrk 10-23-15 1,Smmmemmisuwirewauummmtsamammmmmmmmsimmseimmdl- E 0 U 0z c) o 112 �w0 se pwe vp0 03o .m aL 4wCy) N- ecq8 4:1)fne 11 (1)N ctyM{./ ■. ._ es' M (0 (O I co (O 0 -03 v- 0 IJ -J1- z Lu 1- Lu0 CONTRACTOR'S LICENSE: LO 0 0) 0 0 z .0 0 H U 0 0 z w z w a .0 0 5 LL AS SHOWN 0 (1) Sprinkler Legend 0 a) m >s 0 Q 0 1- 0 0 0) a) rn 0 0 2 Manufacturer 0 E 0 U a) 0 > m (a 0 0 z 0 0) J • • =r 0 0. U) 0) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E co 0 BLUE BANGER HANGER WOOD FORM INSERT /-_ 5 / �\ ` N // 1 1/ TOLCO FIG 100 ALL THREAD ROD -�_ OR EQUIVALENT (SIZED PER NFPA 13 STANDARDS) 1111111 Concrete 1 Construction TOLCO FIG 200 RING HANGER` OR EQUIVALENT d Pipe " -..% HANGER BLUE BANGER HANGER DETAIL CONCRETE INSERT WATER FLOW STATIC PRESSURE: RESIDUAL PRESSURE: AVAILABLE FLOW © HYDRANT: 150.0 (PSI) 20.0 (PSI) 8000 (GPM) INFORMATION PROVIDED BY MIKE CUSICKAT THE TUKWILA PUBLIC WORKS DEPARTMENT 4" VICTAULIC CHECK VALVE 717 WALL MOUNTED PIV (TAMPERED BY OTHERS) TO DRY STANDPIPE SYSTEM 4" APOLLO BACKFLOW MODEL DCLF4A 6" X 4" CONCENTRIC REDUCER 6" CONNECTION TO FDC TO DRY PIPE SYSTEM 4" GLOBE MODEL G3 DRY PIPE VALVE WITH FULL TRIM & TANK MOUNTED COM PRESSOR 1-1/4", DRAIN 6" VICTAULIC BUTTERFLY VALVE 705 (TAMPERED BY OTHERS) 6" TO CITY SUPPLY GARAGE RISER DETAIL PAID NOV -6.Zn1h TUKWILA FIRE _224Gs-46>f dog " C) E WASHINGTON STATE i CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYETEO.E. Kevin P. Jensen 4355-0608-C Level 3 s Reliance Fire Protection, Inc RRIAFPIQ2LI itaggetaturrk 10-23-15 1,Smmmemmisuwirewauummmtsamammmmmmmmsimmseimmdl- E 0 U 0z c) o 112 �w0 se pwe vp0 03o .m aL 4wCy) N- ecq8 4:1)fne 11 (1)N ctyM{./ ■. ._ es' M (0 (O I co (O 0 -03 v- 0 IJ -J1- z Lu 1- Lu0 CONTRACTOR'S LICENSE: LO 0 0) 0 0 z .0 0 H U 0 0 z w z w a .0 0 5 LL AS SHOWN 0 (1) Sprinkler Legend 0 a) m >s 0 Q 0 1- 0 0 0) a) rn 0 0 2 Manufacturer 0 E 0 U a) 0 > m (a 0 0 z 0 0) J • • =r 0 0. U) 0) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E co 0 4" X 2-1/2" X 2-1/2" FDC LOCATED IN YARD SERVES DRY STANDPIPE 4 -WAY PUMP TEST HEADER BUILDING MOUNTED CHECK VALVE, TYP. 4"X2 -1/2"X2-1/2" FDC LOCATED IN YARD SERVES WET STANDPIPE ROOF/LOUNGE LEVEL ELEV.=17T-8" AFF FIRE HOSE RACK IN HOSE CABINET PER TFD REQUIREMENTS, LOCATED ON EVERY OTHER FLOOR STARTING 3RD FLOOR 3RD TO 18TH FLOOR TYPICAL STAIR 001 4" WET STANDPIPE 2ND FLOOR 6" DRY STANDPIPE 4" COMBINATION STANDPIPE CONTROL VALVE WITH TAMPER SWITCH, TYP. 6" FIRE MAIN NNECTION TO WET SYSTEM / HOSE VALVE TYP. f� 4" STANDPIPE 6" WET STANDPIPE STAIR 002 FIRE HOSE RACK IN HOSE CABINET PER TFD REQUIREMENTS, LOCATED ON EVERY OTHER FLOOR STARTING 3RD FLOOR 6" WET STANDPIPE 4" DRY STANDPIPE 6" DRY STANDPIPE O - U •—— CONNECTION TO DRY SYSTEM CONNECTION TO WET SYSTEM WALL MOUNTED PIV 6" DOUBLE CHECK BACKFLOW ASSEMBLY FLOW DETECTOR PUMP BY-PASS LINE 8" CONNECTION TO CITY SUPPLY STATIC PRESSURE = 150 PSI RESIDUAL PRESSURE = 20 PSI FLOW @ RESIDUAL PRESSURE = 8000 GPM IST FLOOR 6" FIRE MAIN PRIMARY FIRE PUMP ELECTRIC MOTOR DRIVEN HORIZONTAL SPLIT CASE TYPE RATED FOR 750 GPM AT 125 PSI 6" FIRE MAIN JOCKEY PUMP NNECTION TO WET SYSTEM CONNECTION TO WET SYSTEM HOSE VALVE TYP. 6" WET STANDPIPE STAIR 003 CONNECTION TO WET SYSTEM 4" COMBINATION STANDPIPE 6" FIRE MAIN CONNECTION TO WET SYSTEM FIRE HOSE RACK IN HOSE CABINET PER TFD REQUIREMENTS, LOCATED ON EVERY OTHER FLOOR STARTING 3RD FLOOR HOSE VALVE TYP. 4" WET STANDPIPE MANUAL BY-PASS FILL VALVE & OCV8102 AUTOMATIC PRIMARY FLOAT FILL VALVE 2" FIRE MAIN 2" CLA-VAL COMBINATION RATE OF FLOW & PRESSURE REDUCING VALVE ►1►11.11 z 30,000 GALLONS MINIMUM EMERGENCY WATER STORAGE SECONDARY FIRE PUMP ELECTRIC MOTOR DRIVEN VERTICAL TURBINE TYPE RATED FOR 750 GPM AT 264 PSI ROOF/LOUNGE LEVEL ELEV.=177 -8 AFF 3RD TO 18TH FLOOR TYPICAL 2ND FLOOR 1ST FLOOR ✓ WASHINGTON STATE o,oe�`arR.y CERTIFICATE OF COMPETENCY a FIRE !PROTECTION SPRINKLER RYSTEII $ Kevin P. Jensen 4355-0608-C Level 3 = Reliance Fire Protection. Inc R _ 10211 10-23-15 i Sigusatersp Onto 16==== ----- ti = co X 0 ©co � 09 '1-I I Oy� Co ash Q Q N �y C.) =0a W — �o E 0 0 U z H W re zJ <a I -� W w 0D O a< cn W W 0-I -I=/ co z� N~ O a- l-- (4 z� Z W V) 0 U 0 a. W u_ 0 2 w co cc ce 0 CONTRACTOR'S LICENSE: 0 z 0 7 Ln O N H U 0 K. JENSEN 0 ❑ CITY OF TUKWILLA To 0 0 0 AS SHOWN 0 0 Sprinkler Legend 0 0) 0 0 1 Tu -a 0 Manufacturer 0 .0 E a 0 Ll) a) ❑ CO ❑ 0 z >- 5 5 N 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E a 1 OVERFLOW DRAIN SECONDARY FIRE PUMP (VERTICAL TURBINE) EQUIPMENT PAD j/ 14" 14" DIAMETER OPENING FOR PUMP COLUMN OCV MODEL 813 TWO-WAY FLOAT PILOT O t r FILL LINE CLOSING WATER LEVEL Q) Fe) a d . • FILL LINE CLOSING WATER LEVEL 4 ° MINIMUM WATER LEVEL FOR PUMP OPERATION 4 STRAINER � r � FLOOR OF TANK SUMP • a FILL LINE OPENING WATER LEVEL TANK VOLUME CALCULATED BASED ON THIS WATER LEVEL ° zgr ° ° O 5.-0 SQUARE SUMP AREA TANK VOLUME = 30,000 GALLONS PER NFPA VOLUME OF TANK = STANDPIPE DEMAND (GPM) X MIN. DURATION (30MIN) = (1000GPM X 30MIN) = 30,000 GALLONS SECTION A FIRE UMP ROOM 102 PRIMAR FI EQUIP EN WATER LEVEL GAGE TANK VENT TANK FILL LINE MANHOLE ACCESS (LADDER ATTACHED TO TANK WALL) PUMP ROOM DETAIL: FLOOR LAYOUT SCALE = 1/4•• = 11-0" SECTION NOTES 1. PER NFPA 14 SECTION 7.10.1.3.1 FOR A BUILDING PROTECTED THROUGHOUT BYAN APPROVED AUTOMATIC SPRINKLER SYSTEM, THE SYSTEM DEMAND ESTABLISHED BY SECTION 7.7 AND 7.10 SHALL BE PERMITTED TO SERVE THE SPRINKLER SYSTEM. 2. PER NFPA 14 SECTION 7.10.3.1.2ASEPERATE SPRINKLER DEMAND SHALL NOT BE REQUIRED. 3. PER NFPA 14 SECTION 7.10.4 SPRINKLER HOSE DEMAND. SPRINKLER SYSTEM HOSE DEMAND IN FULLY SPRINKLERED BUILDINGS SHALL NOT BE REQUIRED TO BE ADDED TO STANDPIPE CALCULATIONS. NOTE: REMOTEAREA#1 OF THE DRY PIPE SPRINKLER SYSTEM HASA DEMAND OF 460 GPM WHICH IS LESS THAN THE 1000 GPM DEMAND OF THE STANDPIPE SYSTEM. {T8) FIRE PUMP ROOM 102 PRIMARY FIRE PUMP TANK FILL LINE SEE ELEVATION DETAIL STAIR 001 ST -101 CROSS HATCH DENOTES FIRE SUPRESSION TANK BELOW, VOLUME = 30,000 GALLONS STAIR 001 STDPIPE ISOLATION VLVE SECONDARY FIRE PUMP 0 JOCKEY PUMP 10 PUMP TEST HEADER WITH 4 (2-112") CONNECTIONS, WALL MOUNTED FIRE COMM. CTR. 101 DRY STANDPIPE CONNECTION TO FDC IN YARD WET SYSTEM CONNECTION TO FDC IN YARD RISER LOCATION, WITH BACKFLOW ASSEMBLY & WALL MOUNTED PIV T7.9 CONNECTION TO DRY STANDPIPE SYSTEM PUMP ROOM DETAIL: OVERHEAD PIPING LAYOUT SCALE = 1/4" = 1'-0" w a EL y 14 sOySs ► C(4 FROM CITY SUPPLY I 0 0 TO EMERGENCY WATER TANK (END 6" ABOVE WATER LINE WITH DIFFUSER FITTING) ELEVATION VIEW: TANK FILL LINES IDENTIFICATION CHART \ 6" APOLLO BACKFLOW PREVENTER MODEL DCLF 4A 06" NIBCO BUTTERFLY VALVE POST INDICATOR VALVE ®6" FIRELOCK BUTTERFLY VAVLE SERIES 705 06" FIRELOCK CHECK VALVE SERIES 717 (INSTALLED IN VERTICAL POSITION) 06" FIRELOCK CHECK VALVE SERIES 717 (INSTALLED IN HORIZONTAL POSITION) ® 6" KENNEDY GATE VALVE CLASS 250 MODEL KS -300 0 PEERLESS 4AEF10 HORIZONTAL SPLIT CASE FIRE PUMP ®NOT USED ® PEERLESS VERTICAL TURBINE MODEL 12MB 10 STAGE FIRE PUMP 10 GRUNDFOS MODEL CR 3-15 JOCKEY PUMP 11 1-114" MILWAUKEE BUTTERBALL VALVE MODEL BB-SCS02 91-1/4" NIBCO CHECK VALVE MODEL KT -403-W 13 POTTER ROEMER FIRE PUMP TEST CONNECTION MODEL 5864 14 2" FIRELOCK BUTTERFLY VAVLE SERIES 705 92" CLA-VAL COMBINATION RATE OF FLOW & PRESSURE REDUCING VALVE WITH 1.2" ORIFICE PLATE, CONTROLS SET TO 116 GPM © 30 PSI 16 2" OCV MODULATING CONTROL VALVE MODEL 8102 i WASIUUHGTO$ STAT • CERTIFICATE OF CQQPETE$CY FIRE PROTECTION srateIUImR wryness Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection, Inc IAFPIc 1.I 10-23-15 - Date ti CO E.= wet Oma („) Q CD O t N Ct) CD l- G ^ L 41 cv • y is (.) LL (fl (fl CO (O 1- z y ct LL —I < E J W O >- S Vi re IX WW o z Z p °- I -CI) Z IY 1 4.5 FIRE PUMP ROOM LAYOUT CONTRACTOR'S LICENSE: O LO rn 0 0 z 0 1— U 0 K. JENSEN a .0 0 CITY OF TUKWILLA AS SHOWN ai 0 w Is J L w zci 0 0 O Manufacturer 0 .0 co"' 0 N a) 0 0. .` 0 U) ❑ m ❑ 0 z •a c CU0) CU -J 0 0. 0 0 w Q 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 0 E i ,1, 0 FIRE PUMP ROOM 102 PRIMARY FIRE PUMP CONNECTION TO:WET STANDPIPE SYSTEM""' ON 2ND FLOOR - / --I rn FIRE PUMP a; ROOM 102 O.T.S. 13'-3 O TYPICAL O / STANDPIPE ISOLATION VALVE — Co U I 0'-4 2'-609 61,3, I i I on I/F-1 Oo / 9 O c \4 2 O MCV STAIR 00 „ \/O ST -101 1'-21'/4 0 -4-..._ 1'-4'// III 2'-11 . 3'-10 O, O 11' J. / 'o1 v 1co FIRE COMMAND CENTER 101 O.T.S. 13'-3 TYPICAL 1 \ O 9'-2 O N ' / O 0'- PIPING NOTES: DRY AND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. DRY PIPE SLOPED TO DRAIN PER NFPA 13. 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. STAIR 001 4" WET STANDPIPE UP TO 2ND FLOOR 3" TYCO MODEL DPV 1 DRY PIPE VALVE, SERVING UNCONDITIONED AREAS 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM AND 3" VERTICAL DRAIN PIPE FOR PRV AND WET SYSTEM TESTING, SEE SHEET FP -13 9'-0 9'-8 t ELECTRICAL O.T.S. 103 13'-3 1 TYPICAL 1 1'/4\ O 9'-0 9'-8 SPRINKLERS BELOW STAIRS Oo 9 0 0'-4 ao 9 REMOTE AREA#1 GARAGE ACCESS (DRY SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 2034 Ft2 MAX. COVERAGE per HEAD 92.5 Ft2 NUMBER OF SPRINKLERS CALCULATED 24 SPRINKLER GLOBE QR DRY PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 460.78 GPM 63.95 PSI REMOTE AREA #2 HOTEL SPA SHELL (WET SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCYCLAss ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 1103* Ft2 MAX. COVERAGE per HEAD 130 Ft2 NUMBER OF SPRINKLERS CALCULATED 12 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 248.65 GPM @ 72.00 PSI *DESIGN AREA REDUCTION ALLOWED PER NFPA 13 11.2.3.2.3.1 REMOTE AREA #3 DINING (WET SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS DENSITY 0.15 GPM / Ft2 for MAX. COVERAGE per HEAD ORDINARY GROUP I 995* Ft2 120 Ft2 NUMBER OF SPRINKLERS CALCULATED 11 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 224.76 GPM @ 67.69 PSI *DESIGN AREA REDUCTION ALLOWED PER NFPA 13 11.2.3.2.3.1 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV AND WET SYSTEM TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV TESTING, SEE SHEET FP -13 LINEN CHUTE SPRINKLER TYPICAL 1,/4 o \% 0 0'-4 6'-8 0'-5 MECH / •— STORAGE 126 ro O.T.S. N 13'-3 TYPICAL SPRINKLERS BELL W.S AIRS 1 d- I / LIP= STAIR 003 8'-0 ST -103 0'-4 r, 6-2 3-10 r4'-2 0- BRANCH LINE FLEXHEAD CONNECTION \ LENGTH = 4FT rCEILING S S \_._ PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS STAIR 001 4" WET STANDPIPE UP TO 2ND FLOOR 3" TYCO MODEL DPV 1 DRY PIPE VALVE, SERVING UNCONDITIONED AREAS 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM AND 3" VERTICAL DRAIN PIPE FOR PRV AND WET SYSTEM TESTING, SEE SHEET FP -13 9'-0 9'-8 t ELECTRICAL O.T.S. 103 13'-3 1 TYPICAL 1 1'/4\ O 9'-0 9'-8 SPRINKLERS BELOW STAIRS Oo 9 0 0'-4 ao 9 REMOTE AREA#1 GARAGE ACCESS (DRY SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 2034 Ft2 MAX. COVERAGE per HEAD 92.5 Ft2 NUMBER OF SPRINKLERS CALCULATED 24 SPRINKLER GLOBE QR DRY PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 460.78 GPM 63.95 PSI REMOTE AREA #2 HOTEL SPA SHELL (WET SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCYCLAss ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 1103* Ft2 MAX. COVERAGE per HEAD 130 Ft2 NUMBER OF SPRINKLERS CALCULATED 12 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 248.65 GPM @ 72.00 PSI *DESIGN AREA REDUCTION ALLOWED PER NFPA 13 11.2.3.2.3.1 REMOTE AREA #3 DINING (WET SYSTEM) CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS DENSITY 0.15 GPM / Ft2 for MAX. COVERAGE per HEAD ORDINARY GROUP I 995* Ft2 120 Ft2 NUMBER OF SPRINKLERS CALCULATED 11 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 224.76 GPM @ 67.69 PSI *DESIGN AREA REDUCTION ALLOWED PER NFPA 13 11.2.3.2.3.1 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV AND WET SYSTEM TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV TESTING, SEE SHEET FP -13 LINEN CHUTE SPRINKLER TYPICAL 1,/4 o \% 0 0'-4 6'-8 0'-5 MECH / •— STORAGE 126 ro O.T.S. N 13'-3 TYPICAL SPRINKLERS BELL W.S AIRS 1 d- I / LIP= STAIR 003 8'-0 ST -103 0'-4 r, 6-2 3-10 r4'-2 0- LINE INDICATES CANOPY ABOVE BUILT OF NON COMBUSTIBLE CONSTRUCTION, NO NS PER NFPA 13 8.15.7.2, TYPICAL POOL 133 O.T.S. 13'-3 TYPICAL HOTEL ENTRANCE PORTE COCHERE BUILT OF NON COMBUSTIBLE CONSTRUCTION, NO NS PER NFPA 13 A8.15.7.2 E 00 ai 0z 05 0 "D v� OmN 009 a10 0114 CIS N L W •""Q0o 744 LL to ger- as co A� W r 1- z 2 � z a� a Qa I W WI- O ) - 1(1) W W O z z� O 11 %(13 (' W z- a 0 0 0H W LL 0 0 Vi CONTRACTOR'S LICENSE: Ln O rn O 0 z .0 0 2 L() O N 1- 0 0) 0 K. JENSEN 0 CITY OF TUKWILLA AS SHOWN ai 0 0) • V-5_ 4'-3% UP 4"_$1/2 _ '-0 2-0 - s 6-9 '_3i 0-4 3'1,2 TRASH CHUTE SPRINKLERS I- f REMOTE INSPECTOR'S TEST TRASH 1 ELECTRIC 135 O.T.S. 13'-3 TYPICAL SPRINKL OF E• S BELOW - STAIR SPRINKLERS BELOW STAIRS ;I- v 1 °1 1 1 b 1 0 6.-31/2 1' 90 T 01-8 6'-8'/ 0 CATV O.T.S. 104 13-3 TYPICAL ELEV-05 O.T.S. MAINTAINANCE / I 13'-3 / 105 TYPICAL co co / 9 T 0) a•c—It• 0 11'-6 U / O / 0 11'-6 / 9 1 / O� O 0 'T /� 3 96'-414 2 11'-6 0r 0 HOTEL SPA SHELL 9 107 — /rn O.T.S. 13'-3 TYPICAL / 9 0) T 0) OO co 1'-6 po WET SYSTEM CONNECTION TO FDC IN YARD RISER LOCATION, WITH BACKFLOW ASSEMBLY & WALL MOUNTED PIV PUMP TEST HEADER, WALL MOUNTED SEE SHEET FP -03 FOR PUMP ROOM LAYOUT y_111.) cT±-)1 OO 9 CA / 6" DRY STANDPIPE 1 — 13h-6 O RESTROOM 116 • •GWB-01• O.T.S. 13-3 TYPICAL '.\11'-10 M 1 OO —' — 1I'-3 OPEN TO ABOVE rn • BIKE STORAGE 109 O.T.S. 13-3 d TYPICAL nr 1 CV 3'-10'/2 0 --1-T 10 ri _OQv �1'-101/ 7. L '_ O /49(-111/2 APT. LOBBY 112 AREA OF DRY PIPE SYSTEM BUILDING ABOVE 1ST FLOOR SCALE: 1/8"=1'-0" rel TD TB APARTMENT ENTRANCE \— i WASonollOti NATE r CERTiFICKTE OF CO PETE$CY FIRE #R07ECTiOri $PRIKK.ER $V$YEK?+ rKevin P. Jensen 4355-0608-C Level 3 :Reliance Fire Protection, Inc R yla�� � r =r uoinwarewiserag j 1 I Stm"'st'e t 10-23-15 Onto O V O O CO U0 N 0) 0) rn 0) 0 LL 1.0 LL to to LL 1.0 LO LL 0 0 N U_ O N J 0 w 0 0 to m w 0 0 w O 0 w 0 0 CO co 0 CO LO GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL5626 QUICK RESPONSE SIDEWALL SPRINKLER GL SERIES #GL5636 Q.R. DRY PENDENT SPRINKLER GL SERIES #GL5642 Q.R. DRY SIDEWALL SPRINKLER Symbol 1 Manufacturer w O 0 w O 0 w CO O 'Jn 0 w O 0 w m O 'J^ 0 O A 0 A N .U) 0 0. 0 u) 0 0 m 0) 0 0 z 03 -J 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E a -1,- a 0 off- 0 / 1 e /c- /Co 9 - -0 0 1/ / ®j'N 10'2 / 3;8 O /r 333 ® - ? ., ACT- '10' t 6" / O / / 0 0 1 b_ — ---A -- 0 LINE INDICATES CANOPY ABOVE BUILT OF NON COMBUSTIBLE CONSTRUCTION, NO NS PER NFPA 13 8.15.7.2, TYPICAL POOL 133 O.T.S. 13'-3 TYPICAL HOTEL ENTRANCE PORTE COCHERE BUILT OF NON COMBUSTIBLE CONSTRUCTION, NO NS PER NFPA 13 A8.15.7.2 E 00 ai 0z 05 0 "D v� OmN 009 a10 0114 CIS N L W •""Q0o 744 LL to ger- as co A� W r 1- z 2 � z a� a Qa I W WI- O ) - 1(1) W W O z z� O 11 %(13 (' W z- a 0 0 0H W LL 0 0 Vi CONTRACTOR'S LICENSE: Ln O rn O 0 z .0 0 2 L() O N 1- 0 0) 0 K. JENSEN 0 CITY OF TUKWILLA AS SHOWN ai 0 0) • V-5_ 4'-3% UP 4"_$1/2 _ '-0 2-0 - s 6-9 '_3i 0-4 3'1,2 TRASH CHUTE SPRINKLERS I- f REMOTE INSPECTOR'S TEST TRASH 1 ELECTRIC 135 O.T.S. 13'-3 TYPICAL SPRINKL OF E• S BELOW - STAIR SPRINKLERS BELOW STAIRS ;I- v 1 °1 1 1 b 1 0 6.-31/2 1' 90 T 01-8 6'-8'/ 0 CATV O.T.S. 104 13-3 TYPICAL ELEV-05 O.T.S. MAINTAINANCE / I 13'-3 / 105 TYPICAL co co / 9 T 0) a•c—It• 0 11'-6 U / O / 0 11'-6 / 9 1 / O� O 0 'T /� 3 96'-414 2 11'-6 0r 0 HOTEL SPA SHELL 9 107 — /rn O.T.S. 13'-3 TYPICAL / 9 0) T 0) OO co 1'-6 po WET SYSTEM CONNECTION TO FDC IN YARD RISER LOCATION, WITH BACKFLOW ASSEMBLY & WALL MOUNTED PIV PUMP TEST HEADER, WALL MOUNTED SEE SHEET FP -03 FOR PUMP ROOM LAYOUT y_111.) cT±-)1 OO 9 CA / 6" DRY STANDPIPE 1 — 13h-6 O RESTROOM 116 • •GWB-01• O.T.S. 13-3 TYPICAL '.\11'-10 M 1 OO —' — 1I'-3 OPEN TO ABOVE rn • BIKE STORAGE 109 O.T.S. 13-3 d TYPICAL nr 1 CV 3'-10'/2 0 --1-T 10 ri _OQv �1'-101/ 7. L '_ O /49(-111/2 APT. LOBBY 112 AREA OF DRY PIPE SYSTEM BUILDING ABOVE 1ST FLOOR SCALE: 1/8"=1'-0" rel TD TB APARTMENT ENTRANCE \— i WASonollOti NATE r CERTiFICKTE OF CO PETE$CY FIRE #R07ECTiOri $PRIKK.ER $V$YEK?+ rKevin P. Jensen 4355-0608-C Level 3 :Reliance Fire Protection, Inc R yla�� � r =r uoinwarewiserag j 1 I Stm"'st'e t 10-23-15 Onto O V O O CO U0 N 0) 0) rn 0) 0 LL 1.0 LL to to LL 1.0 LO LL 0 0 N U_ O N J 0 w 0 0 to m w 0 0 w O 0 w 0 0 CO co 0 CO LO GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL5626 QUICK RESPONSE SIDEWALL SPRINKLER GL SERIES #GL5636 Q.R. DRY PENDENT SPRINKLER GL SERIES #GL5642 Q.R. DRY SIDEWALL SPRINKLER Symbol 1 Manufacturer w O 0 w O 0 w CO O 'Jn 0 w O 0 w m O 'J^ 0 O A 0 A N .U) 0 0. 0 u) 0 0 m 0) 0 0 z 03 -J 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 E a -1,- a 0 PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENT AND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. 6" WET STANDPIPE FROM 1ST FLOOR 4" WET STANDPIPE FROM 1ST FLOOR 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV TESTING, SEE SHEET FP -13 DOOR TO j� PARKING "` mI GARAGE REMOTE AREA#4 APARTMENT #202 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 210 NUMBER OF SPRINKLERS CALCULATED 4 Ft2 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 100.16 GPM @ 92.07 PSI REMOTE AREA #5 STORAGE #244 CALCULATION DESIGN CRITERIA: STANDARD N FPA #13 OCCUPANCY CLASS ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 1015 Ft2 MAX. COVERAGE per HEAD 95.3 Ft2 NUMBER OF SPRINKLERS CALCULATED 22 SPRINKLER GLOBE QR UPRIGHT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 358.64 GPM @ 77.79 PSI REMOTE AREA #6 MEETING ROOM #230 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS ORDINARY GROUP 1 DENSITY 0.15 GPM / Ft2 for 998 Ft2 MAX. COVERAGE per HEAD 103.0 Ft2 NUMBER OF SPRINKLERS CALCULATED 12 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 218.25 GPM 79.25 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" V RTICAL DRAIN PIPE FOR PRV TESTING, SEE SHE T FP -13 A TAIR 00 ST -203 3'-112 6:-0 , Y-1 ROOF DECK 233 HALLWAY - 200H • 12' - 0"- r c\` O 1 10 3'-0'/2 7' -D..1' -O - JANITOR 2 MEN 23S' •. .IGWB-01 o HALLWAY c, 200H I • GWB-01 11.2 - 0' 111 1 0'-:31/2. T-9% 7=71A I -, o I 8'-9 1'- ,o DN_ 5-S1/ 4 - 1 BRANCH LINE FLEXHEAD CONNECTION \ LENGTH = 4FT rCEILING S S \___ PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) ` 7. 6" WET STANDPIPE FROM 1ST FLOOR 4" WET STANDPIPE FROM 1ST FLOOR 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV TESTING, SEE SHEET FP -13 DOOR TO j� PARKING "` mI GARAGE REMOTE AREA#4 APARTMENT #202 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 210 NUMBER OF SPRINKLERS CALCULATED 4 Ft2 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 100.16 GPM @ 92.07 PSI REMOTE AREA #5 STORAGE #244 CALCULATION DESIGN CRITERIA: STANDARD N FPA #13 OCCUPANCY CLASS ORDINARY GROUP I DENSITY 0.15 GPM / Ft2 for 1015 Ft2 MAX. COVERAGE per HEAD 95.3 Ft2 NUMBER OF SPRINKLERS CALCULATED 22 SPRINKLER GLOBE QR UPRIGHT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 358.64 GPM @ 77.79 PSI REMOTE AREA #6 MEETING ROOM #230 CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS ORDINARY GROUP 1 DENSITY 0.15 GPM / Ft2 for 998 Ft2 MAX. COVERAGE per HEAD 103.0 Ft2 NUMBER OF SPRINKLERS CALCULATED 12 SPRINKLER GLOBE QR PENDENT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 218.25 GPM 79.25 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 3" V RTICAL DRAIN PIPE FOR PRV TESTING, SEE SHE T FP -13 A TAIR 00 ST -203 3'-112 6:-0 , Y-1 ROOF DECK 233 HALLWAY - 200H • 12' - 0"- r c\` O 1 10 3'-0'/2 7' -D..1' -O - JANITOR 2 MEN 23S' •. .IGWB-01 o HALLWAY c, 200H I • GWB-01 11.2 - 0' 111 1 0'-:31/2. T-9% 7=71A I -, o I 8'-9 1'- ,o DN_ 5-S1/ 4 - 1 . r ` 7. :',,et., o-1 2 .0• 12'-0., \,. • . . / OPEN- \\ . / • TO- . /,- BELOW \ ' GWB=01 •'• N\ - / ' ,.13' -:0° xj 40. " HOSE VALVE AND 3" VERTICAL DRAIN PIPE FOR PRV AND WET SYSTEM TESTING GWB-01.11'.- 6" • IJ STUDIO WEST I PL S-2NDF 4.6 4.6 /4.6 4 6 4 6 3'-3 0 1 I� ELEV-05 fl i PICAL 0 STORAGE . - 244 O.T.S. N 13'-4 TYPICAL 2401 O• DATA 200D . . 21/2 • •I5'-10 ' .6-2' _ O'-1.11/22-2 GW -B-01 .,-;° s' - o" 3'-3' 4'10'/ 7'-111/2 . • "2 - -34'-51/221/ 3'-61/2 1N• T -11'i/ STORAGE 4 • 0'-9 0'-9 3'-01%2 STUDIO WEST - 2ND FLR 201 . 3'-7 O.T.S. 13'-4 TYPICAL STUDIO ___. STANDARD - 2ND FLR. 203 STANDARD ONE BEDROOM 2ND FLR STANDARD ONE BEDROOM 2ND FLR STUDIO STANDARD - 2ND FLR. •205 0'-1C0'_; 0'-9 STUDIO STANDARD - 2ND FLR. 211 STANDARD ONE BEDROOM 213 STANDARD ONE BEDROOM 2ND FLR STANDARD ONE BEDROOM 2ND FLR STANDARD ONE 1_ BEDROOM 2ND FLR STUDIO STANDARD - 2ND FLR. STUDIO STANDARD - 2ND FLR. 219 221 223 0'-10 0'-1 O.T.S. 13'-4 TYPICAL (TA) \ T8 •ss... 7 ■ WASHINGTON STATE 11 CERTIFICATE OF COMPETENCY 1 i 1 1 ! FIRE PROTECT:** SPRINKLER SYSTEM f Kevin P. Jensen / 4355-0608-C Level 3 1 Reliance Fire Protection, Inc 'I Q2I.'I s�► 10-23-15 ale. Date E O 0 (0 (0M N 00 (D cNiO 1- w • z as a W W ~ Ico • d) ww o � Z D a �cn z� cnQ CD 0 1:1.1 Q -J 0 U H cc a.W U. 0 0 LL z N CONTRACTOR'S LICENSE: 0 z O U) O N 1- 0 0 co ❑ K. JENSEN CITY OF TUKWILLA 2 0- 0 AS SHOWN Sprinkler Legend .iT 0 0 CO 0 tL) 0 N M a) P2 0) a) ❑ LL 12) w 0 u) LL 0 LC) Ln LC) 0 0 N J H O N w 0 0 a w 0 0 w 0 0 w 0 ce 0 0 ui 0 ui N 0 In a) 0 0 2 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER GL SERIES #GL5642 Q.R. DRY SIDEWALL SPRINKLER Manufacturer w O 0 w GO O J 0 w m O 0 w O J 0 w m O J 0 O • A N O_ c 0 a •0 a) ❑ a m a) (0 ❑ 0 z 0 o_ EnU a) 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 1 D 0 BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7'-0 (MAX. LENGTH; STRUCTURE ATTACHMENT FITTING: MAKE AFCON MODEL' 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE: 1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: AFCON MODEL' 001 TYPE OF BRACE: SCH 40 ANGLE OF BRACE: 45°- 59° FM LISTED LOAD RATING: 250 Ibs LEAST RADIUS OF GYRATION: 0.42 (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE UR VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 Ibs. L/R VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 lbs. 45°- 59 ° It�: 4 1" SCH AFCON BLUE BANGER INSERT BOLE] BBWF2250 AFCON 077 40 MODEL 001 FASTENER INFORMATION REFER TO STRUCTURAL PE CALCULATIONSto FASTENER TYPE: BLUE BANGER DIAMETER: 1/2" MAXIMUM HORIZONTAL LOAD: 475 Ibs(ASD) REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER Z LATERAL BRACE ❑ LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [FPw CPx W,] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C P TOTAL FORCE (Ib) 1-1/2" SCH 10 40 40 3.1 0.52* 101.9 1" SCH 40 3 X 7 21 2.1 0.52* 27.3 1" CPVC 168 168 0.7 0.52* 61.1 TOTAL FORCE 190.3 MODIFIED FOR FITTINGS FPW x 1.15 218.8 AREA OF INFLUENCE: LEVEL 3 CORRIDOR *CALCULATED BY STRUCTURAL PE BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7' -0 (MAX. LENGTH) STRUCTURE ATTACHMENT FITTING: MAKE' AFCON MODEL. 077 FM LISTED LOAD RATING: 870 Ibs DIAMETER OF BRACE:1" (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENTLFITTING: MAKE: AFCON MODEL: 078 TYPE OF BRACE: SCH 40 FM LISTED LOAD RATING: 620 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SWAY BRACE (PIPE ATTACHMENT) FITTING: MAKE: AFCON MODEL: 411 ANGLE OF BRACE: 45- 5 ' LEAST RADIUS OF GYRATION: 0.42 FM LISTED LOAD RATING: 420 Ibs (NO REDUCTION OF LOAD BASED ON BRACE ANGLE IS REQUIRED PER DATA SHEET) SEISMIC BRACE ASSEMBLY DETAIL STRUCTURAL CONCRETE L/R VALUE: 200 MAXIMUM HORIZONTAL LOAD: 1310 lbs. BLUE BANGER INSERT MODEL BBWF2250 (1/2" DIA. BOLT) FASTENER INFORMATION • AFCON BRACE AFCON FIG. 078 BRACE ATTACHMEN�"* 160,,„..- FIG. 077 ATTACHMENT 1" SCHEDULE 40 STEEL PIPE AFCON 411 BRACE REFER TO STRUCTURAL PE CALCULATIONS FASTENER TYPE: BLUE BANGER DIAMETER: 1/2" HORIZONTAL LOAD: 475 Ibs.(ASD) • 1MAXIMUM • • CI PIPE II LATERAL BRACE ►A LONGITUDINAL BRACE SPRINKLER SYSTEM LOAD CALCULATION [Fm -t- CPx WP] DIAMETER TYPE LENGTH (FT) TOTAL (FT) WEIGHT PER FT C, TOTAL FORCE (Ib) 1-12" SCH 10 80 80 3.1 0.52* 128.9 TOTAL FORCE 128.9 MODIFIED FOR FITTINGS Fpw x 1.15 148.3 AREA OF INFLUENCE: LEVEL 3 CORRIDOR *CALCULATED BY STRUCTURAL PE PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENTAND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #7 APARTMENT #323H & 321 H CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 NUMBER OF SPRINKLERS CALCULATED 4 Ft2 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 87.47 GPM 78.53 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 STANDARD ONE BEDROOM --306-- STUDIO STANDARD STUDIO 8-- STUDIO STANDARD TYPE A STANDARD ON BEDROOM TYPE A 310 ': ~ 312 TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR 4" DRY STANDPIPE WITH SINGLEI2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVIERY OTHER FLOOR, SEE SHEET FP -13 TA GWB-01 7'.- 10" 1 . 11'=6 GWB-01 7' - 10" 316H KING STANDARD ACCESSIBLE w/ ROLL IN KING GWB-02 STANDARD 8' - 5" 317H KING STAN DAR D 312H GWB-01 • r?" 7' -'10" KING STANDARD 315H GWB-02 KING STANDARD 0.1VB-02 310H 1 KING STANDARD GWB-02 308H GWB-01 7--.10" KING STANDARD 311H KING 9WB-02STANDARD 18' - 5" 306H 1 .1,-0 =11/ .GWB=01. 7'--.10" KING STANDARD 309H QUEEN QUEEN TUB GWB-02 304H 8' - 5' GWB-01 7' - 10" ONE BEDRQQM GARDEN 318 I...; STAIR 001 ST 301 O.T.S. 8'-6 TYPICAL O.T.S. 8'-6 TYPICAL GWB-02 QUEEN QUEEN ACCESSIBLE w/ ROLL IN •1 _ 2 ' 3 F31/ GWB-01 .0 • o . GWB-01 7' - .10 KING STANDARD 305H ELEV-03 IRE DEPARTMENT CESSftEVATOR =' S • DTL. 5/A804 L •GWB-01 - 9` --IV KING STANDARD GW 02 ELEV- 05 303H 8' -15" T STAIR 0b ST 303 GWB-01 7' - 10" I %4 10'-8 1 7'-3 DATA • 300D _." 1/ / 0'-8 HOTEL ELEV .GWB-01 - LOBBY - y.r10" 3008 . arm 1 _ GWB-01 ELEV-01 1 1. (1 1_r= ELEV-04 H.K •11/ 300C 9'-91/ •GW -b1 7'=10"' O.T.S. 8'-6 TYPICAL O.T.S. 8'-6 !TYPICAL 0 STUDIO STANDARD 311 STANDARD ONE BEDROOM w/SHAFT STANDARD ONE BEDROOM 315 STANDARD ONE BEDROOM 321 STUDIO WEST 301 - - STUDIO- - - -j STANDARD 303 STANDARD ONES BEDROOM 305 0 - STANDARD ONE BEDROOM 307 O.T.S. 8'-6 TYPICAL TE) O.T.S. 8'-6 TYPICAL TC 13 -( T1 WASNINGTom STATE I CERTIFICATE OF COMPETENCY FIRE PROTECT1QU SPRINKLER SYSTOOS i Kevin P. Jensen ' 4355-0608-C Level 3 Reliance Fire Protection. Inc R IAFPIO2L9 egimpopmeris e t 10-23-15 oats E 0 0 2 0 0 c 0 ti 0 u. 1- u) u) J a. e,=o. W w 00 �(Qitco O >- n. re W 0Ce re al fe- w O 5 co. F 0 a 0 U Lu1- 0 CL w 3RD 0 z .0 0 L() O 1- U 0 0) (0 0 K. JENSEN .0 0 CITY OF TUKWILLA 2 0. n 0 c at' 0 J O. 0 sr N M 0 M to N 0) 2 a) a LL 1.0 LL. (n 0 LL (o LO LL_ L() LL 0 0 N O (1) E l.1 w O 0 03 w 0 0 w 0 ce 0 w O oc x 0 0 (0 LL CO (0 co L0 (NI O) CD Lo T.) 0 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER GL SERIES #GL5642 Q.R. DRY SIDEWALL SPRINKLER Manufacturer w m 0 0 w O J LU m O J w m w m O J 0 0 E 0 A A N0 0. •0 0 (0 0) 0 m 0) 0 0 z 0 a) -J 0 L= 0 (1) a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING 0 z _I a D 0 0 w 0 0 w J m W J LL z a a w J z e2 a co 0 z w HANGER 0 0) BRANCH LINE FLEXHEAD CONNECTION LENGTH = 4FT CEILING PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #7 APARTMENT #323H & 321 H CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 NUMBER OF SPRINKLERS CALCULATED 4 Ft2 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 87.47 GPM 78.53 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 STANDARD ONE BEDROOM --306-- STUDIO STANDARD STUDIO 8-- STUDIO STANDARD TYPE A STANDARD ON BEDROOM TYPE A 310 ': ~ 312 TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR 4" DRY STANDPIPE WITH SINGLEI2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVIERY OTHER FLOOR, SEE SHEET FP -13 TA GWB-01 7'.- 10" 1 . 11'=6 GWB-01 7' - 10" 316H KING STANDARD ACCESSIBLE w/ ROLL IN KING GWB-02 STANDARD 8' - 5" 317H KING STAN DAR D 312H GWB-01 • r?" 7' -'10" KING STANDARD 315H GWB-02 KING STANDARD 0.1VB-02 310H 1 KING STANDARD GWB-02 308H GWB-01 7--.10" KING STANDARD 311H KING 9WB-02STANDARD 18' - 5" 306H 1 .1,-0 =11/ .GWB=01. 7'--.10" KING STANDARD 309H QUEEN QUEEN TUB GWB-02 304H 8' - 5' GWB-01 7' - 10" ONE BEDRQQM GARDEN 318 I...; STAIR 001 ST 301 O.T.S. 8'-6 TYPICAL O.T.S. 8'-6 TYPICAL GWB-02 QUEEN QUEEN ACCESSIBLE w/ ROLL IN •1 _ 2 ' 3 F31/ GWB-01 .0 • o . GWB-01 7' - .10 KING STANDARD 305H ELEV-03 IRE DEPARTMENT CESSftEVATOR =' S • DTL. 5/A804 L •GWB-01 - 9` --IV KING STANDARD GW 02 ELEV- 05 303H 8' -15" T STAIR 0b ST 303 GWB-01 7' - 10" I %4 10'-8 1 7'-3 DATA • 300D _." 1/ / 0'-8 HOTEL ELEV .GWB-01 - LOBBY - y.r10" 3008 . arm 1 _ GWB-01 ELEV-01 1 1. (1 1_r= ELEV-04 H.K •11/ 300C 9'-91/ •GW -b1 7'=10"' O.T.S. 8'-6 TYPICAL O.T.S. 8'-6 !TYPICAL 0 STUDIO STANDARD 311 STANDARD ONE BEDROOM w/SHAFT STANDARD ONE BEDROOM 315 STANDARD ONE BEDROOM 321 STUDIO WEST 301 - - STUDIO- - - -j STANDARD 303 STANDARD ONES BEDROOM 305 0 - STANDARD ONE BEDROOM 307 O.T.S. 8'-6 TYPICAL TE) O.T.S. 8'-6 TYPICAL TC 13 -( T1 WASNINGTom STATE I CERTIFICATE OF COMPETENCY FIRE PROTECT1QU SPRINKLER SYSTOOS i Kevin P. Jensen ' 4355-0608-C Level 3 Reliance Fire Protection. Inc R IAFPIO2L9 egimpopmeris e t 10-23-15 oats E 0 0 2 0 0 c 0 ti 0 u. 1- u) u) J a. e,=o. W w 00 �(Qitco O >- n. re W 0Ce re al fe- w O 5 co. F 0 a 0 U Lu1- 0 CL w 3RD 0 z .0 0 L() O 1- U 0 0) (0 0 K. JENSEN .0 0 CITY OF TUKWILLA 2 0. n 0 c at' 0 J O. 0 sr N M 0 M to N 0) 2 a) a LL 1.0 LL. (n 0 LL (o LO LL_ L() LL 0 0 N O (1) E l.1 w O 0 03 w 0 0 w 0 ce 0 w O oc x 0 0 (0 LL CO (0 co L0 (NI O) CD Lo T.) 0 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER GL SERIES #GL5642 Q.R. DRY SIDEWALL SPRINKLER Manufacturer w m 0 0 w O J LU m O J w m w m O J 0 0 E 0 A A N0 0. •0 0 (0 0) 0 m 0) 0 0 z 0 a) -J 0 L= 0 (1) a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING 0 z _I a D 0 0 w 0 0 w J m W J LL z a a w J z e2 a co 0 z w HANGER 0 0) O.T.S. 8'-6 TYPICAL • ONE BEDROOM WEST 402 0 2'-21%26-21/2 1„1 rc.ws.,o4 ADQE StAIR 001,, ! ST 401 ; PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENT AND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 • ! • 1411 .4 OL6 -9 U-10 STANDARD ONE 1 , BEDROOM 404 ii• 0 ; \'‘ 5? , -.1 • _ EY) '%-%' 3'-6 • • vl• 1' 7'-5% I-31/2 , " ^,E• .• • • - •P- +••• 1,g / • , • • • \ - , 39.-/ '• ' , • ; 2' -6 • 1"`",,Ti" co •.. ,•-. A .;_ - • il,--4 '• STUDIO WEST 401 0.T. S. 8'-6 TYPICAL STUDIO STANDARD 403 12'-0 • 5'-111/2 .A"7111/2°I STANDARD ONE BEDROOM - LONG 405 • • 017 • co REMOTE AREA #8 APARTMENT #423H & 421H CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 87.47 GPM 78.54 psi STANDARD ONE BEDROOM 406 • 6'-01/2, 0',-10:M 12'-0 - to. 1-,/•_. •. • s‘s • 9. Tr " . STANDARD ONE 41 BEDROOM - '-9 STUDIO STANDARD 408 y 8 `*--/f? fr) . Tr • . • 1 \ • . STUDIO ;STANDARD .1 TYPE A 410 • I. • \ • '2•N •c -,/it? , • • • • . • /.• F'7 .1 • • ; t(-5IRRI DOR I • 400 • 11A \ 0 . •Z-21/2 -.1 12'-0 /19 GWB-01 • 7-10 1 1 0'-l0_ STANDARD ONE 1. - BEDROOM TYPE A I '.7./` • 412 . ; • 1; LONG 407 3-10 01 , 8'72 9,_91/2 GWB-01: 0' .14•) '43 • 1' •• • . .\ ..• 4-1 • I • r••••It' • .. /‘' . is; • ge • _ STUDIO , • STANDARD 409 1 • • .• . • . • " 1 • • •.1 ;i7,11 -1•T . I (7) STUDIO STANDARD 411 0 IY-17;S:1 s-V7i 11 r1 1 1 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 TRASH CHUTE SPRINKLERS 2 4 4" DRY STANDPIPE WITH SINGLE12-1/2" HOSE VALVE, 3" VERTICAL DRAII\ PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 KI NG NORTH W/ 1 - DEN 418H 1 GWB-02 8' - 5" LINEN CHUTE SPRINKLER LOCATED ON EVERY OTHER UN R.Y. L 4: 04:18 4 LO .1V-6 • KING STANDARD ACCESSIBLE CHUTE STAIR1) $T03 1- • • 1 -; •• • • ; • • • • . . • \\1:\ I I .1 3% ir DN\s 3'-3 ,GW 5' - 803 C;C? • ; KING,tIORTH ; 23H Tb‘ ,2';? GWB-02 Z-5 V-0 „1 0 1 I. -9 im • • • • • 'dwb-c) UP •• • 0-1•C`I'l . •0\.; :7 -.• 10.4 . I • 416-H GWB-02 8' - 5" .2 •••, • ‘,7 ;;i) • .1 GWB-01, • • a) - "I- • 7' 10" ‘. • • / • • GWB-.01 GWB-0 8' ING AN DAR D 421H t-. • 17 1 rg • ---_-/-01:04.7 66 . : 1.....:._ N . • I _ • ' 1. . • . , KING STANDARD 414H GWB-02 8' - 5" • . : • .• . . 1 • 1 • • NI 1 1 09 F?. • • • 7' 10". zd, . 1'-0 :1 -0 ." • r •• I l• 4 • • • KING STANDARD 419H GWB-02 8' - 5" O .01 f 1" 1 is 1 - 1/2/a4A 7-101/ • 0 ••. CORRIDOR 7- 10 • • 400HtTT.- • • • KING STANDARD 417H GWB-02 8' - 5" .11 KING ---- -•'••-•'---1(G7W.,B1- STANDARD 00).. • .a • , • . • 1 412H 1 I GWB-02 1 8' - 5" KING I STANDARD 410H I GWB-02 I 8-5" 1 18'- 1'- 1 -C . • ( " 1 ••• • / • 0 • .1 1 -/ 1' '1/2 GWB-01'• "' • • 7-10 . 0 . • • • • H I ; KING STANDARD 408H GWB-02 8' - 5" KING STANDARD 406H GWB-02 8' - 5" . „ • •, LOCATED ON EVERY OTHER FLOOR •-G7WB-01 • .0 GWB-01 • \ 0 7' 10" •• • ! • : . „ • 1 3'-0 •• GWb-01- '• • • 010 i_(c.:))4 1 1'70- • 1 : • fl* -77'-10y KING STANDARD 415H GWB-02 8' - 5" KING STAN DARD 413H GWB-02 8 - 5" IL KING STAN DARD 411H - 19 • 7'1.1 10') GWB-02 - 5" QUEEN QUEEN TUB 404H 0 • KING STAN DARD 409H ! • , • I-- 1 /::-.• • ... ._._:.:..:‘____:_ ' . . . ' : G 7. _PL:i00:1. 1. : \ 11c,..46.. .1.: .. , : . , 7z4, 3'-0 • 1-4,-j'h • 1.-b ;7.101/i1 : 's•-•=:•--,../.1... : G7VV',100:1'' :II , . . 407H GWB-02 8. _ 8.. *71"; • 1 1. KING • '7" .r? • : • : • '! STANDARD ,.,. • 01 \---• 4 I.• fr.). I • . • ! •_. GWB-02 8' - 5" QUEEN QUEEN ACCESSIBLE 402H Ch I 7' - 1 2 BEDROOM COURTYARD 418 O.T.S. 8-6 1 TYPICAL 4. 1 , . 1 • • 1.: 1 ‘. • ! • , OW131-. 0 1 • '• /21 '''' • • GW1241. • - •i• • . • . • . 7-60 1.• 1 • • .1 11. i I KA 'H CH TE i I ELEV- 02 Z-192 „-T [1*'; 11/4 0 • \ _ _2;111-• ELECT CATV 400E 0 _ N -/Ll•;) r•L 111111 :1 STANDARD ONE BEDROOM - LONG w/SHAFT 11-7JJ 413 4' 1 r•••I 11-1 s• 01/2 4'31/2 1•, 12'-0 7 -\-1:7•21/2 1 1••••••-•-• •• ;•"'-/-l• .1 • ri. 4T7' . , • • .. ° • 7 • . . - 1 2'-3 2-9 • " 7'-0 • 1 '-9 STANDARD ONE BEDROOM - LONG 0:1.10'-10 415 11/4 - -21-711.(52 -s$111...7T ELEV- 03 • RE DEPARTMENT S-EEVAT0R41 SE TL. 5/A804 ft • 1 • •IlLESBELEV 1: 404'kY • :re -01. O • I 0\• • 19' 9-0 .1. • ELEV- 01 ;11 I ELEV 01 • ri 1 c4 . • I H . , • r; DN. . • sep. STAIR 002 ST 402 11/4 . I ELEV - 06 .1-FIREDEPART-MENT I NACCESS ELEVATOR ELEV- 05 .7'- 10" HOTEL ELEV , PW -01 LOBBY 7' 10" 400B , : .• • • 1% • - . 1 cp•,-•-• lf-6 • -.10-8 O'L4 -7'-2.,' • .0'-4 • .‘ 812 ST040R0AJG,.,, 0 \.1 u U-8 0 Lo DATA 400K ELEV- 04 0 ' •• 'L * • • V-6112 . KING STANDARD GWB-02 405H 8' - 5" KING SUITE ACCESSIBLE 401H 553 SF t 1_1 • . • I.C) ; • • • • • HI • •..."' • •I ' • ' • ,,•• 1:..,.--• ZI:) 1 GWB-02 8' - 5" . • 1 • 2'-2 ELECT. 400D 74 \ 0 IM _ 7'-31/2 t -O TT- • \ • rz21721- 4.4 9 • I • -11 STUDIO . •• STANDARDI 417 • f • 9 . . STUDIO • !STANDARD . 1 419 4-034- U-37'78% STANDARD ONE BEDROOM - LONG 421 0.T.S. V-6 TYPICAL 4TH TO 11TH FLOOR SCALE: 1/8=1'-0" '-4: 5'-7 H. K 400C 1'-6 Lc) 8-11 ‘-/-1 1 7'-0 ;.• !I -` .* ':!•• • 11T :cp :1 • '1 1 4'-1 .6'-111/2 TWO BEDROOM CORNER 423 7-GWB-01 •7' - •• 4'7.. "31-10Y2' ;* _4 -81/2 TA ) WASHINGTON STATE ▪ CERTIFICATE OF COISPETENCV ▪ FIRE PROTECTION SPRINKLER SVIITEZIK Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection, Inc R AFP1021.1 .111111141,11.111114111 10-23-15 a Date • 0 co d. 0 LiJ 0 111 0 0 LI - 0 CONTRACTOR'S LICENSE • : _Q 0 0 K. JENSEN AS SHOWN -0 C.) LL 1.0 LI - 1.0 tc9 -.1 0 uJ rr c.) co co 0 Lu 0 0 LL LC) 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer uJ Lu 0 uJ 0 • (r) 0 >, In 0. 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING 0 re 6 BRANCH LINE FLEXHEAD CONNECTIOTIN LENGTH = 4FT CEILING PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 • ! • 1411 .4 OL6 -9 U-10 STANDARD ONE 1 , BEDROOM 404 ii• 0 ; \'‘ 5? , -.1 • _ EY) '%-%' 3'-6 • • vl• 1' 7'-5% I-31/2 , " ^,E• .• • • - •P- +••• 1,g / • , • • • \ - , 39.-/ '• ' , • ; 2' -6 • 1"`",,Ti" co •.. ,•-. A .;_ - • il,--4 '• STUDIO WEST 401 0.T. S. 8'-6 TYPICAL STUDIO STANDARD 403 12'-0 • 5'-111/2 .A"7111/2°I STANDARD ONE BEDROOM - LONG 405 • • 017 • co REMOTE AREA #8 APARTMENT #423H & 421H CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 87.47 GPM 78.54 psi STANDARD ONE BEDROOM 406 • 6'-01/2, 0',-10:M 12'-0 - to. 1-,/•_. •. • s‘s • 9. Tr " . STANDARD ONE 41 BEDROOM - '-9 STUDIO STANDARD 408 y 8 `*--/f? fr) . Tr • . • 1 \ • . STUDIO ;STANDARD .1 TYPE A 410 • I. • \ • '2•N •c -,/it? , • • • • . • /.• F'7 .1 • • ; t(-5IRRI DOR I • 400 • 11A \ 0 . •Z-21/2 -.1 12'-0 /19 GWB-01 • 7-10 1 1 0'-l0_ STANDARD ONE 1. - BEDROOM TYPE A I '.7./` • 412 . ; • 1; LONG 407 3-10 01 , 8'72 9,_91/2 GWB-01: 0' .14•) '43 • 1' •• • . .\ ..• 4-1 • I • r••••It' • .. /‘' . is; • ge • _ STUDIO , • STANDARD 409 1 • • .• . • . • " 1 • • •.1 ;i7,11 -1•T . I (7) STUDIO STANDARD 411 0 IY-17;S:1 s-V7i 11 r1 1 1 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 TRASH CHUTE SPRINKLERS 2 4 4" DRY STANDPIPE WITH SINGLE12-1/2" HOSE VALVE, 3" VERTICAL DRAII\ PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 KI NG NORTH W/ 1 - DEN 418H 1 GWB-02 8' - 5" LINEN CHUTE SPRINKLER LOCATED ON EVERY OTHER UN R.Y. L 4: 04:18 4 LO .1V-6 • KING STANDARD ACCESSIBLE CHUTE STAIR1) $T03 1- • • 1 -; •• • • ; • • • • . . • \\1:\ I I .1 3% ir DN\s 3'-3 ,GW 5' - 803 C;C? • ; KING,tIORTH ; 23H Tb‘ ,2';? GWB-02 Z-5 V-0 „1 0 1 I. -9 im • • • • • 'dwb-c) UP •• • 0-1•C`I'l . •0\.; :7 -.• 10.4 . I • 416-H GWB-02 8' - 5" .2 •••, • ‘,7 ;;i) • .1 GWB-01, • • a) - "I- • 7' 10" ‘. • • / • • GWB-.01 GWB-0 8' ING AN DAR D 421H t-. • 17 1 rg • ---_-/-01:04.7 66 . : 1.....:._ N . • I _ • ' 1. . • . , KING STANDARD 414H GWB-02 8' - 5" • . : • .• . . 1 • 1 • • NI 1 1 09 F?. • • • 7' 10". zd, . 1'-0 :1 -0 ." • r •• I l• 4 • • • KING STANDARD 419H GWB-02 8' - 5" O .01 f 1" 1 is 1 - 1/2/a4A 7-101/ • 0 ••. CORRIDOR 7- 10 • • 400HtTT.- • • • KING STANDARD 417H GWB-02 8' - 5" .11 KING ---- -•'••-•'---1(G7W.,B1- STANDARD 00).. • .a • , • . • 1 412H 1 I GWB-02 1 8' - 5" KING I STANDARD 410H I GWB-02 I 8-5" 1 18'- 1'- 1 -C . • ( " 1 ••• • / • 0 • .1 1 -/ 1' '1/2 GWB-01'• "' • • 7-10 . 0 . • • • • H I ; KING STANDARD 408H GWB-02 8' - 5" KING STANDARD 406H GWB-02 8' - 5" . „ • •, LOCATED ON EVERY OTHER FLOOR •-G7WB-01 • .0 GWB-01 • \ 0 7' 10" •• • ! • : . „ • 1 3'-0 •• GWb-01- '• • • 010 i_(c.:))4 1 1'70- • 1 : • fl* -77'-10y KING STANDARD 415H GWB-02 8' - 5" KING STAN DARD 413H GWB-02 8 - 5" IL KING STAN DARD 411H - 19 • 7'1.1 10') GWB-02 - 5" QUEEN QUEEN TUB 404H 0 • KING STAN DARD 409H ! • , • I-- 1 /::-.• • ... ._._:.:..:‘____:_ ' . . . ' : G 7. _PL:i00:1. 1. : \ 11c,..46.. .1.: .. , : . , 7z4, 3'-0 • 1-4,-j'h • 1.-b ;7.101/i1 : 's•-•=:•--,../.1... : G7VV',100:1'' :II , . . 407H GWB-02 8. _ 8.. *71"; • 1 1. KING • '7" .r? • : • : • '! STANDARD ,.,. • 01 \---• 4 I.• fr.). I • . • ! •_. GWB-02 8' - 5" QUEEN QUEEN ACCESSIBLE 402H Ch I 7' - 1 2 BEDROOM COURTYARD 418 O.T.S. 8-6 1 TYPICAL 4. 1 , . 1 • • 1.: 1 ‘. • ! • , OW131-. 0 1 • '• /21 '''' • • GW1241. • - •i• • . • . • . 7-60 1.• 1 • • .1 11. i I KA 'H CH TE i I ELEV- 02 Z-192 „-T [1*'; 11/4 0 • \ _ _2;111-• ELECT CATV 400E 0 _ N -/Ll•;) r•L 111111 :1 STANDARD ONE BEDROOM - LONG w/SHAFT 11-7JJ 413 4' 1 r•••I 11-1 s• 01/2 4'31/2 1•, 12'-0 7 -\-1:7•21/2 1 1••••••-•-• •• ;•"'-/-l• .1 • ri. 4T7' . , • • .. ° • 7 • . . - 1 2'-3 2-9 • " 7'-0 • 1 '-9 STANDARD ONE BEDROOM - LONG 0:1.10'-10 415 11/4 - -21-711.(52 -s$111...7T ELEV- 03 • RE DEPARTMENT S-EEVAT0R41 SE TL. 5/A804 ft • 1 • •IlLESBELEV 1: 404'kY • :re -01. O • I 0\• • 19' 9-0 .1. • ELEV- 01 ;11 I ELEV 01 • ri 1 c4 . • I H . , • r; DN. . • sep. STAIR 002 ST 402 11/4 . I ELEV - 06 .1-FIREDEPART-MENT I NACCESS ELEVATOR ELEV- 05 .7'- 10" HOTEL ELEV , PW -01 LOBBY 7' 10" 400B , : .• • • 1% • - . 1 cp•,-•-• lf-6 • -.10-8 O'L4 -7'-2.,' • .0'-4 • .‘ 812 ST040R0AJG,.,, 0 \.1 u U-8 0 Lo DATA 400K ELEV- 04 0 ' •• 'L * • • V-6112 . KING STANDARD GWB-02 405H 8' - 5" KING SUITE ACCESSIBLE 401H 553 SF t 1_1 • . • I.C) ; • • • • • HI • •..."' • •I ' • ' • ,,•• 1:..,.--• ZI:) 1 GWB-02 8' - 5" . • 1 • 2'-2 ELECT. 400D 74 \ 0 IM _ 7'-31/2 t -O TT- • \ • rz21721- 4.4 9 • I • -11 STUDIO . •• STANDARDI 417 • f • 9 . . STUDIO • !STANDARD . 1 419 4-034- U-37'78% STANDARD ONE BEDROOM - LONG 421 0.T.S. V-6 TYPICAL 4TH TO 11TH FLOOR SCALE: 1/8=1'-0" '-4: 5'-7 H. K 400C 1'-6 Lc) 8-11 ‘-/-1 1 7'-0 ;.• !I -` .* ':!•• • 11T :cp :1 • '1 1 4'-1 .6'-111/2 TWO BEDROOM CORNER 423 7-GWB-01 •7' - •• 4'7.. "31-10Y2' ;* _4 -81/2 TA ) WASHINGTON STATE ▪ CERTIFICATE OF COISPETENCV ▪ FIRE PROTECTION SPRINKLER SVIITEZIK Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection, Inc R AFP1021.1 .111111141,11.111114111 10-23-15 a Date • 0 co d. 0 LiJ 0 111 0 0 LI - 0 CONTRACTOR'S LICENSE • : _Q 0 0 K. JENSEN AS SHOWN -0 C.) LL 1.0 LI - 1.0 tc9 -.1 0 uJ rr c.) co co 0 Lu 0 0 LL LC) 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer uJ Lu 0 uJ 0 • (r) 0 >, In 0. 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING 0 re 6 PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENT AND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 I I I I I I I I REMOTE AREA #9 APARTMENT #1239 CALCULATION DESIGN CRITERIA: STANDARD N FPA #13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft2 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 71.82 GPM 71.20 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 STANDARD ONE BEDROOM NORTH W DEN r 1 1274:g ONE BEDROOM STANDARD NORTH 81 =7'/z-1 ONE BEDROOM STANDARD NORTH 1233 ` CORRIDOR' 1200 = STANDARD STUDIO W/SHAFT 1231 ' 8,h STUDIO STANDARD 1228 ONE BEDROOM LARGE 1226 TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR ELEV- 03 RE DEPARTMENT ESS-EL-EVAT06 TL. 5/A804 . RES ELEV.. •• LOBBY. 1200A • • .0'-4 GWB-01 • • =:— ; 7' - 10" . ONE BEDROOM SE CORNER 1225 O.T.S. 8'-6 TYPICAL \ / STORAGE •1 1200J _:___:::_ 3'-2'/ STUDIO STANDARD 1203 12TH TO 16TH FLOOR SCALE: 1 /8"=1'-0" AO -L%T STUDIO STANDARD 1217 STUDIO STANDARD 1219 (TD 101 T4 a WASHINGTON STATE CERTIFICATE OF COMPETENCY i FIRE t/IOTECTIOM OP*I#KLER STSTEM. Kevin P. Jeri- 4355-0608-C Level3 Reliance Fire Protection, Inc . 1021.1 somposarsom r IR 10-23-15 E 0 0 2 • i 0 0 (0)N - 4 E O_mNw ■ 4141' e0o .i1 0. 0 1142 w .z co, CD w=o LL ▪ < CD N ocp,0. 63 CO �� • - m ;I.' C° CD (D (D N CO (D 0 z a. 0 U 01- w LLL 0 0 LL 1 (0 0 1— e- 0 r CONTRACTOR'S LICENSE: O 0 z 0 u) 0 N H 0 0 0 K. JENSEN .0 = 0 0 0. 0_ AS SHOWN 0 0 O d' O O co LC) (`.3 M N Finish 1 Degree LL O O LL O O t' - LL O O LL O O Cw 0 tr 0 V! D_ m cw O 0 Cw 0 2 0 as LL O m O 2 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Symbol 1 Manufacturer w m (2. 0 w m O J 0 w CO O J 0 w m O J 0 O A • c 0 0. 0 U) a) 0 a m a) 0 0 z c 0 0_ 0 U) a) 0 Cr) 0 -J 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING J z_ 0 0 U 0 w O 0 IY 0 W -J m 57<- -J J U- 0 z 0 w -J a W z EXISTING SPRINKLER PIPING HANGER LOCATION 0 .0 E rn ti 1 a BRANCH LINE FLEXHEAD CONNECTION \ LENGTH = 4FT CEILING S S PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 I I I I I I I I REMOTE AREA #9 APARTMENT #1239 CALCULATION DESIGN CRITERIA: STANDARD N FPA #13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft2 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 71.82 GPM 71.20 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 STANDARD ONE BEDROOM NORTH W DEN r 1 1274:g ONE BEDROOM STANDARD NORTH 81 =7'/z-1 ONE BEDROOM STANDARD NORTH 1233 ` CORRIDOR' 1200 = STANDARD STUDIO W/SHAFT 1231 ' 8,h STUDIO STANDARD 1228 ONE BEDROOM LARGE 1226 TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR ELEV- 03 RE DEPARTMENT ESS-EL-EVAT06 TL. 5/A804 . RES ELEV.. •• LOBBY. 1200A • • .0'-4 GWB-01 • • =:— ; 7' - 10" . ONE BEDROOM SE CORNER 1225 O.T.S. 8'-6 TYPICAL \ / STORAGE •1 1200J _:___:::_ 3'-2'/ STUDIO STANDARD 1203 12TH TO 16TH FLOOR SCALE: 1 /8"=1'-0" AO -L%T STUDIO STANDARD 1217 STUDIO STANDARD 1219 (TD 101 T4 a WASHINGTON STATE CERTIFICATE OF COMPETENCY i FIRE t/IOTECTIOM OP*I#KLER STSTEM. Kevin P. Jeri- 4355-0608-C Level3 Reliance Fire Protection, Inc . 1021.1 somposarsom r IR 10-23-15 E 0 0 2 • i 0 0 (0)N - 4 E O_mNw ■ 4141' e0o .i1 0. 0 1142 w .z co, CD w=o LL ▪ < CD N ocp,0. 63 CO �� • - m ;I.' C° CD (D (D N CO (D 0 z a. 0 U 01- w LLL 0 0 LL 1 (0 0 1— e- 0 r CONTRACTOR'S LICENSE: O 0 z 0 u) 0 N H 0 0 0 K. JENSEN .0 = 0 0 0. 0_ AS SHOWN 0 0 O d' O O co LC) (`.3 M N Finish 1 Degree LL O O LL O O t' - LL O O LL O O Cw 0 tr 0 V! D_ m cw O 0 Cw 0 2 0 as LL O m O 2 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Symbol 1 Manufacturer w m (2. 0 w m O J 0 w CO O J 0 w m O J 0 O A • c 0 0. 0 U) a) 0 a m a) 0 0 z c 0 0_ 0 U) a) 0 Cr) 0 -J 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING J z_ 0 0 U 0 w O 0 IY 0 W -J m 57<- -J J U- 0 z 0 w -J a W z EXISTING SPRINKLER PIPING HANGER LOCATION 0 .0 E rn ti 1 a PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENT AND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #10 APARTMENT #1739 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft. NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 71.82 GPM e 71.20 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, ANDA FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 .r .. w 11. 11. w - ...w. ,,11111 .w - ONE BEDROOM N, CORNER - 7TH FLR O.T.S. 10'-0 TYPICA ONE BEDROOM NE CORNER 1739 O.T.S. 10,-0 TYPICAL ONE BEDROOM NORTH WITH DEN 17TH FLR 1734 STUDIO STANDARD NORTH 17TH FLR 1737 4,7 • 1'/a 3'-3 - i 111 v "v ' STUDIO STANDARD NORTH 1735 ONE BEDROOM STANDARD NORTH 17TH FLR 1732 O.T.S. 10'-0 TYPICAL ONE BEDROOM STANDARD NORTH 17TH FLR 1733 O.T.S. 10'-0 TYPICAL STUDIO STANDARD 17TH FLR 1730 0-81 .1'h U 1'/' ;_t; 216-1.2 -31/2 STUDIO STANDARD NORTH w/SHAFT -81/ 17TH FLRI 1731 STANDARD ONE BEDROOM 17TH FLR 604 SF O.T.S. 10'-0 TYPICAL ONE BEDROOM LARGE 17TH FLR 1726 —+- TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL I ELEV- 02 ELEV. 03 RE DEPARTMENT A' ESS-EIEVAT• SE TL. 5/A804 'STAIR 002• • ST1602 i.. ELEV- 05 ONE BEDROOM WEST 17TH FLR STUDIO STANDARD 17TH FLR 1713 4'-31 X11/z 710. -1 I 1—I ---. ----H- ST 1701 ELEV LOBBY 1700-3 ECT / CA 0. 1700-E ti ELEV- 04 ONE BEDROOM SE CORNER 17TH FLR 1725 O.T.S. 10'-0 TYPICAL 1700F DATA 1700D GWB-01 9'-0" _CORRIDOR 1700 1'-3.1/2 ` 7'-5Y/2 17-0 2'-61'-9122'-11 2-2 -I 1'-10'/ 9'-91/ 2'-2' 2 11'-6 3'-1 '-6''/20'-9'/ 6'-5 4'-8'/ 1-2 10'-91/2 4's -01A STUDIO WEST 17TH FLR 1701 O.T.S. 10'-0 TYPICAL 2 BEDROOM DEN 17TH FLOOR 1703 2 BEDROOM DEN 17TH FLOOR 1707 O.T.S. 10'-0 TYPICAL •O 2 BEDROOM DEN 17TH FLOOR w/ SHAFT 1711 2 BEDROOM DEN 17TH FLOOR 1715 O.T.S. 10'-0 TYPICAL 0 2 BEDROOM DEN 17TH FLOOR 1719 O.T.S. 10'-0 TYPICAL 17TH FLOOR SCALE: 1/8"=1'-0" O.T.S. 10'-0 TYPICAL A.6 i WASHINGTON NATE CERTIFICATE OF COMPETENCY FIRE PROTECTION spana0.ER lilt$Tus Kevin P. Jensen 14355-0608-C Leve! 3 Reliance Fire Protection, Inc R�AFP1021.1 10-23-15 11.111111101111/111111/611 s R 1 11 .si0wswer►ammemoommwmpoommilan °Ste smimemstomesnemmall aelstnslfll E 0 0 (0 (Y) CO (0 O N H W y Et z Q J < 0 I W W O >-- I U? ce WW Z ee 0 Z • ee Q z z 0 W 1- 0 a LL 0 0 LL 1- 1•.* CONTRACTOR'S LICENSE: 0 z ..0 0 2 O N r U O 0) (0 0 z W CO z W >. .0 0 CITY OF TUKWILLA AS SHOWN 0 0) Sprinkler Legend I1 0) 03 co O to a) N D) 0) 0 LL M) LL tO LL (0 (f) LL (0 1.0 -J 0 w 0 1.6 0 `V`^! cW C N0N 0 W 0 2 0 1 0 0 U (0 LL O (b w (0 a) 0) 733 0 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEVVALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer W O J (9 W m O J (9 W m O J 0 W CO O 0 11* O A • C O U a) 0 m (0 as 0 0 z c 0 1'5'1 0 N a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 0 BRANCH LINE FLEXHEAD CONNECTION LENGTH = 4FT CEILING `--PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) • 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #10 APARTMENT #1739 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft. NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 71.82 GPM e 71.20 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, ANDA FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 .r .. w 11. 11. w - ...w. ,,11111 .w - ONE BEDROOM N, CORNER - 7TH FLR O.T.S. 10'-0 TYPICA ONE BEDROOM NE CORNER 1739 O.T.S. 10,-0 TYPICAL ONE BEDROOM NORTH WITH DEN 17TH FLR 1734 STUDIO STANDARD NORTH 17TH FLR 1737 4,7 • 1'/a 3'-3 - i 111 v "v ' STUDIO STANDARD NORTH 1735 ONE BEDROOM STANDARD NORTH 17TH FLR 1732 O.T.S. 10'-0 TYPICAL ONE BEDROOM STANDARD NORTH 17TH FLR 1733 O.T.S. 10'-0 TYPICAL STUDIO STANDARD 17TH FLR 1730 0-81 .1'h U 1'/' ;_t; 216-1.2 -31/2 STUDIO STANDARD NORTH w/SHAFT -81/ 17TH FLRI 1731 STANDARD ONE BEDROOM 17TH FLR 604 SF O.T.S. 10'-0 TYPICAL ONE BEDROOM LARGE 17TH FLR 1726 —+- TRASH CHUTE SPRINKLERS LOCATED ON EVERY OTHER FLOOR O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL I ELEV- 02 ELEV. 03 RE DEPARTMENT A' ESS-EIEVAT• SE TL. 5/A804 'STAIR 002• • ST1602 i.. ELEV- 05 ONE BEDROOM WEST 17TH FLR STUDIO STANDARD 17TH FLR 1713 4'-31 X11/z 710. -1 I 1—I ---. ----H- ST 1701 ELEV LOBBY 1700-3 ECT / CA 0. 1700-E ti ELEV- 04 ONE BEDROOM SE CORNER 17TH FLR 1725 O.T.S. 10'-0 TYPICAL 1700F DATA 1700D GWB-01 9'-0" _CORRIDOR 1700 1'-3.1/2 ` 7'-5Y/2 17-0 2'-61'-9122'-11 2-2 -I 1'-10'/ 9'-91/ 2'-2' 2 11'-6 3'-1 '-6''/20'-9'/ 6'-5 4'-8'/ 1-2 10'-91/2 4's -01A STUDIO WEST 17TH FLR 1701 O.T.S. 10'-0 TYPICAL 2 BEDROOM DEN 17TH FLOOR 1703 2 BEDROOM DEN 17TH FLOOR 1707 O.T.S. 10'-0 TYPICAL •O 2 BEDROOM DEN 17TH FLOOR w/ SHAFT 1711 2 BEDROOM DEN 17TH FLOOR 1715 O.T.S. 10'-0 TYPICAL 0 2 BEDROOM DEN 17TH FLOOR 1719 O.T.S. 10'-0 TYPICAL 17TH FLOOR SCALE: 1/8"=1'-0" O.T.S. 10'-0 TYPICAL A.6 i WASHINGTON NATE CERTIFICATE OF COMPETENCY FIRE PROTECTION spana0.ER lilt$Tus Kevin P. Jensen 14355-0608-C Leve! 3 Reliance Fire Protection, Inc R�AFP1021.1 10-23-15 11.111111101111/111111/611 s R 1 11 .si0wswer►ammemoommwmpoommilan °Ste smimemstomesnemmall aelstnslfll E 0 0 (0 (Y) CO (0 O N H W y Et z Q J < 0 I W W O >-- I U? ce WW Z ee 0 Z • ee Q z z 0 W 1- 0 a LL 0 0 LL 1- 1•.* CONTRACTOR'S LICENSE: 0 z ..0 0 2 O N r U O 0) (0 0 z W CO z W >. .0 0 CITY OF TUKWILLA AS SHOWN 0 0) Sprinkler Legend I1 0) 03 co O to a) N D) 0) 0 LL M) LL tO LL (0 (f) LL (0 1.0 -J 0 w 0 1.6 0 `V`^! cW C N0N 0 W 0 2 0 1 0 0 U (0 LL O (b w (0 a) 0) 733 0 0 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEVVALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer W O J (9 W m O J (9 W m O J 0 W CO O 0 11* O A • C O U a) 0 m (0 as 0 0 z c 0 1'5'1 0 N a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 0 PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. APARTMENT AND HOTEL ROOMS PIPE SHALL BE CPVC WITH CPVC FITTINGS TRANSITION FROM STEEL PIPE OCCURS INSIDE DWELLING UNITS 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #11 APARTMENT #1839 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft2 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 76.43 GPM 75.83 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, ANDA FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 —1— - —3 -BEDROOM DEN NORTH 1839 O.T.S. 10'-0 TYPICAL 3 BEDROOM DEN NORTH 1839 O.T.S. 10'-0 TYPICAL `-° O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL A� TWO BEDROOM DEN 1828 TWO BEDROOM DEN w/SHAFT 1829 O.T.S. 10,-0 TYPICAL O.T.S. 10'-0 TYPICAL -i- D ONE OM 18TH FLR STANDARD ONE BEDROOM 18TH FLR O.T.S. 10,-0 TYPICAL O.T.S. 10'-0 TYPICAL .11 ELEV-05 i! O.T.S. 10'-0 TYPICAL 2 BEDROOM 1 • 1 -1; 11 '118h/ DEN 18TH 0'-10 0.'-8, FLOOR SMALL O.T.S. 10'-0 TYPICAL 2 BEDROOM COURTYARD 1818 917 SF ECT/CA 800-E -.: 1 1 3'- /' ^1 0'-8'/2 TWO BEDROOM CO- ER -18TH LOOR O.T.S. 10'-0 TYPICAL 3 BEDROOM WEST 18TH FLR 1801 2.-1D O _3 BEDROOM_ DEN TYPE A 1809 O.T.S. 10'-0 TYPICAL 3 BEDROOM DEN 1819 i WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION $PRflt*LER SYSTEMS Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection. Inc R -1021# I5 10-23 15 miasma/am 1 1 1 stpnstw* ' immeammarmsmaammeissiammimghltesmsmaamiammmA 03 i'NW iX 0 CA • M d, V 0o Vigal tO Oma a- w • cc ▪ <oN Cl) t..7d'�LL ago. as.M sm. Ito fark (O M (0 (9 CO CO (0 0 1- 2 z d J I E W LLIH O > - I0 re or W W 0 za 1 u2 2 LI - a 1 CL Q a O_ 1- w 0 a LL 0 0 LL 1— ti CONTRACTOR'S LICENSE: 0 rn 0 0 Z .0 0 0 H U 0 K. JENSEN 2 a 0 AS SHOWN CD w J Y N 0 CO M CO CO 0) 0 v N a) N 0) a) 0 w l!7 w l0 1.0 w w lf� J h- 0 LL Cw C 0 l[. 2 0 co co NQ m w 0 �.L 2 0 w 2 0 2 0 0) a) O 2 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer w O O w m O O w m O J w m O 0 E (/) O A • N 0 N .; 0 0. .` 0 N a) 0 a) 0 0 Z 0) J 0 0 0 En a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING Z 0 0 0 -J cc W 0 z 0 E m 0 BRANCH LINE FLEXHEAD CONNECTION LENGTH = 4FT CEILING PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS (DWELLING UNIT DROPS ARE CPVC PIPE) 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #11 APARTMENT #1839 CALCULATION DESIGN CRITERIA: STANDARD NFPA#13 OCCUPANCY CLASS RESIDENTIAL DENSITY 0.10 GPM / Ft2 for 4 HEADS MAX. COVERAGE per HEAD 242.6 Ft2 NUMBER OF SPRINKLERS CALCULATED 4 SPRINKLER GLOBE RES SPRINKLERS ORIFICE 1/2" K= 4.9 & 4.2 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 76.43 GPM 75.83 PSI 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, ANDA FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 —1— - —3 -BEDROOM DEN NORTH 1839 O.T.S. 10'-0 TYPICAL 3 BEDROOM DEN NORTH 1839 O.T.S. 10'-0 TYPICAL `-° O.T.S. 10'-0 TYPICAL O.T.S. 10'-0 TYPICAL A� TWO BEDROOM DEN 1828 TWO BEDROOM DEN w/SHAFT 1829 O.T.S. 10,-0 TYPICAL O.T.S. 10'-0 TYPICAL -i- D ONE OM 18TH FLR STANDARD ONE BEDROOM 18TH FLR O.T.S. 10,-0 TYPICAL O.T.S. 10'-0 TYPICAL .11 ELEV-05 i! O.T.S. 10'-0 TYPICAL 2 BEDROOM 1 • 1 -1; 11 '118h/ DEN 18TH 0'-10 0.'-8, FLOOR SMALL O.T.S. 10'-0 TYPICAL 2 BEDROOM COURTYARD 1818 917 SF ECT/CA 800-E -.: 1 1 3'- /' ^1 0'-8'/2 TWO BEDROOM CO- ER -18TH LOOR O.T.S. 10'-0 TYPICAL 3 BEDROOM WEST 18TH FLR 1801 2.-1D O _3 BEDROOM_ DEN TYPE A 1809 O.T.S. 10'-0 TYPICAL 3 BEDROOM DEN 1819 i WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION $PRflt*LER SYSTEMS Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection. Inc R -1021# I5 10-23 15 miasma/am 1 1 1 stpnstw* ' immeammarmsmaammeissiammimghltesmsmaamiammmA 03 i'NW iX 0 CA • M d, V 0o Vigal tO Oma a- w • cc ▪ <oN Cl) t..7d'�LL ago. as.M sm. Ito fark (O M (0 (9 CO CO (0 0 1- 2 z d J I E W LLIH O > - I0 re or W W 0 za 1 u2 2 LI - a 1 CL Q a O_ 1- w 0 a LL 0 0 LL 1— ti CONTRACTOR'S LICENSE: 0 rn 0 0 Z .0 0 0 H U 0 K. JENSEN 2 a 0 AS SHOWN CD w J Y N 0 CO M CO CO 0) 0 v N a) N 0) a) 0 w l!7 w l0 1.0 w w lf� J h- 0 LL Cw C 0 l[. 2 0 co co NQ m w 0 �.L 2 0 w 2 0 2 0 0) a) O 2 GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER GL SERIES #GL4231 RESIDENTIAL Q. R. SIDEWALL SPRINKLER GL SERIES #GL4910 RESIDENTIAL Q.R. PENDENT SPRINKLER Manufacturer w O O w m O O w m O J w m O 0 E (/) O A • N 0 N .; 0 0. .` 0 N a) 0 a) 0 0 Z 0) J 0 0 0 En a) 0 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING Z 0 0 0 -J cc W 0 z 0 E m 0 PIPING NOTES: WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. 4" COMBINED STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 2-1/2" FLOOR CONTROL VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #12 HOTEL SKY CLUB CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS DENSITY 0.15 GPM / Ft2for MAX. COVERAGE per HEAD ORDINARY GROUP I 1062.6 130 NUMBER OF SPRINKLERS CALCULATED 10 SPRINKLER GLOBE QR SPRINKLERS ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 220.65 GPM 59.07 PSI 4" COMBINED STANDPIPE WITH TWO 2-1/2" HOSE VALVES AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 TRASH CHUTE SPRINKLERS 0 01 OPEN TO SKY N r-- 0 11 2/2 \ tn,-) MECHANICAL 1900 0 -1_ 0 -4 U -4 0 0 ECK 1901 OPEN TO SKY 10 0 0 1 - LOUNGE AREA 1 190$* EN'S'9VVE:01. 904A : 8' •14)1" €33 4" DRY STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 3" VERTICAL DRAIN PIPE OR PRV TESTING, AND A FIRE HOSE V4LVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 ...- 11",r -WOMEN'S • - 190.4B GWB-Of - , '11 - _•,41k 4 --f \ i . .., ,... 1; : - • 7,.,.•„.._ , . __ • . . 0 , O : 0 I . . : • : . I!! - • \ b. Kr,,,I. (zD .,./.i.., 0 . i-/-0-4„it.-. ••: . ." . , .,__.ft ,,. , i I -4 ! 1 -51 1-1'4 1 i .. i ; 1 . - 1,1.. Co i ci? 1 : •.* 11 ! 11111c) , 1-,3 1 1 r , .• .• _, ,•••-• , . . • . . , .• .• .• •• • . , . . . . .• -CO t-6rRAsH 1.1906 • - • 1 : - .• I : i i 2-3V2 ---' : : 1 21/2 s ‘ . 1 5'- i 5-8Y• 441/2 5'-81/2 -0), 14'-31/2 1 V-81/2 r(a ...s... 4. -$../2 c, ., 2. 2Y2 •„tt,' 1 _ --.,"74.1.!.__......____ ___.. I I .,_($.? : b -t- - b DR, .b.. i b Id. ! ! 4.) /c1 i . , 1 , , • •,-/.1 .•••• .fp 17.0 ........!1,...... . h. . ...... -1.:... 7.. 7........77:__. 13,........ . 0 F'-f-ETtLEV 9WB-01 • - LOBBY ' • _ 19007A 1- - 07\--o• 1'-p • \ . • 7' 1 1'-6 TAIO0. l• 1••••••1- \% OPEN TO SKY 1 10-3 10L3 STORAG 1912 1 751 10'-3 7-10 1%0 . 9'. 9'- 1 ! I I . . : 1 : . , I , •\ , 1 10-0 1 . : ' I •, • 1 I HOTELC I I • 1 i ; , ,,' 'I ,' ,, i 1, 9 1 • • !KY19P1L-1113! Ai ° -' 1:77:?' • : ; I . - ! ! : -- ., -- 1 . : I i • • I . I -- ! • I . i I : . • ; 1 I i I 1 ; ' I i . •••• i ! 1 W..01- 1 Vi-----' ; \ , rth- --4.: : , 1 1 1 I • • • a 1 6-6 11 12-01 • • <0'7' • •••• • g ! • , 0 I / , I 1 1 is -0 1 1; z -0-'1--\! ' ----;-----1••••••• 9 • . • t 3 • • I I I I 1 I ; ; I , I ; I : I • I I I ; H1 ' : / ! ! ' . ••- t--- 1 --•••••• 'I ! I ; 1\l I 0 \ \•-• I ; 8-6 1 4'-0 ! i 1 STGRAG&I' 1 1916 \ • • 1p,-0 : • 1 ! • , : , I • - : • ((').- • A. • 1 WOMENS .1••••\1909/< _ • • P " s•Til 1- •-r csi ,•• 7-04 11 \ 6'-6 . • • !1_ 1.; • . t-- .• to : ; 1 I ; I I .1 )1 . • • Y.-7..77 I • \ 1 -MENS • - 1908 • • H-StAlik:002 -1. • ST 1902 ' • • . DN b Z-111 - _HotEL.ELEV GWI3:61. -LOBBY • 9' -.0', - .1900-B . • • R. "ig - g 1'/4 -• • \. 7'3 ' • '7'72 0'-4 ' • o. STORA9E -49,00-J 1 0 3'-21/2 c 21/2 -8% DATA 1900D 2½i ,••••,-• • ' ..... ;.4 : : . • 4'-4 .a- ,\11 'CO ; 1, 6'-0 I 1Z-01 : I i • . , , . , . . .• . . . : . • • . : 4 ' • : i 1. 4.-31/2 g 1 co 1 6'-6 • !so " • --1H. -k-43 Tfo : • : ' I. v-7 8: • MEETING • • '• • • • • g • • b) 1 '77 • . 1;. +• , _ : , IL I • • . •• . ; , . . . : I • . ,• . • . , ; ' 0 1 T. -CY_Z-z..0 8'-0 10-0 1/2 3'-2iit6.-91/2 10-0! 8 ,1 0 :b rin-t•i;7••=. i 1 . I . ,• b .• . . 11 c 1 ib ..b s- -7 -r: - o1 i - b I ':i 3- o- • r "- . , /.»» !/-/ / . i / LI %" • % I • I I %"I 1 • • 1 1 EXERCISE ACT -02 11 L000 2_ M 10' - 9" . . .• ; I I I i i I : 1...nr,verr flIrlymarr Ilmirrimaripv4.0 ! E I 9 i, ,scs, ! ,.s•s. : ,-/i- .• -,--:/1. •,_•. - 1 iic>. 1.."' i 1 i i • '.0, I , 1 1<- :..:" 10'-0 ; '2-2 1, :.- : 4 --: :1- 0) : gb) ; 1 9 ! , .„...- t t ; . . i : : • 0 - ••- t - g --I t ! - -b- ;•-• / •• ‘.- ..b_ . T ! T ; . 7- . i • • 1 1 : E i ! ./ ' ' / • / ' : E E r Aldo:IO2o" : i - - APARTMENT! i t ; . I I 1 CLUB 1 • ; ----4_ . : : . 1-•-• 17_ 9 1 • 7.-0 • 1907 • '•'GWB-01 • . . . . TF 19TH FLOOR LOUNGE LEVEL SCALE: 1/8=1'-0" TE (TA.6) WASHINGTON STATE sortesAmom sews CERTIFICATE OF COOF'ETERCY 11 FIRE potenecuos OPIEVEKLER OYSTERS Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection, Inc R 1.42 1020 10-23-15 DIMES 144.1 11 mammaimmemaiesmininsoard gt- d. LL 0 0 uJ uJ uJ 111 uJ 0 0 CONTRACTOR'S LICENSE: • : 0 .0 0 0 0 4e6. 0 K. JENSEN CITY OF TUKWILLA AS SHOWN To Sprinkler Legend c\I Finish 'Degree Lc) g.o ta- LO LO .r- 0 ce co co CO to GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER Manufacturer ca (2 0 0 -J 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING 0 0 0 1- 1 / t BRANCH LINE c) , FLEXHEAD CONNECTIONN _ LENGTH = 4FT rCEILING \-- PENDENT SPRINKLER FLEXHEAD DETAIL: TYPICAL FOR COMMON AREAS 4" COMBINED STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 2-1/2" FLOOR CONTROL VALVE, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 REMOTE AREA #12 HOTEL SKY CLUB CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS DENSITY 0.15 GPM / Ft2for MAX. COVERAGE per HEAD ORDINARY GROUP I 1062.6 130 NUMBER OF SPRINKLERS CALCULATED 10 SPRINKLER GLOBE QR SPRINKLERS ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES AT FLOOR CONTROL OUTLET: 220.65 GPM 59.07 PSI 4" COMBINED STANDPIPE WITH TWO 2-1/2" HOSE VALVES AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 4" DRY STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 3" VERTICAL DRAIN PIPE FOR PRV TESTING, AND A FIRE HOSE VALVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 TRASH CHUTE SPRINKLERS 0 01 OPEN TO SKY N r-- 0 11 2/2 \ tn,-) MECHANICAL 1900 0 -1_ 0 -4 U -4 0 0 ECK 1901 OPEN TO SKY 10 0 0 1 - LOUNGE AREA 1 190$* EN'S'9VVE:01. 904A : 8' •14)1" €33 4" DRY STANDPIPE WITH TWO 2-1/2" HOSE VALVES, 3" VERTICAL DRAIN PIPE OR PRV TESTING, AND A FIRE HOSE V4LVE CABINET LOCATED ON EVERY OTHER FLOOR, SEE SHEET FP -13 ...- 11",r -WOMEN'S • - 190.4B GWB-Of - , '11 - _•,41k 4 --f \ i . .., ,... 1; : - • 7,.,.•„.._ , . __ • . . 0 , O : 0 I . . : • : . I!! - • \ b. Kr,,,I. 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I I 1 CLUB 1 • ; ----4_ . : : . 1-•-• 17_ 9 1 • 7.-0 • 1907 • '•'GWB-01 • . . . . TF 19TH FLOOR LOUNGE LEVEL SCALE: 1/8=1'-0" TE (TA.6) WASHINGTON STATE sortesAmom sews CERTIFICATE OF COOF'ETERCY 11 FIRE potenecuos OPIEVEKLER OYSTERS Kevin P. Jensen 4355-0608-C Level 3 Reliance Fire Protection, Inc R 1.42 1020 10-23-15 DIMES 144.1 11 mammaimmemaiesmininsoard gt- d. LL 0 0 uJ uJ uJ 111 uJ 0 0 CONTRACTOR'S LICENSE: • : 0 .0 0 0 0 4e6. 0 K. JENSEN CITY OF TUKWILLA AS SHOWN To Sprinkler Legend c\I Finish 'Degree Lc) g.o ta- LO LO .r- 0 ce co co CO to GL SERIES #GL5601 QUICK RESPONSE PENDENT SPRINKLER GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER Manufacturer ca (2 0 0 -J 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING 0 0 0 1- 1 PRV HOSE VALVE / FIRE HOSE RACK TABLE LEVEL PRV HOSE VALVE TYPE RESIDUAL INLET PSI BONNET SETTING RESIDUAL OUTLET PSI 1 WILKINS ZW4000G 273.4 R 134 2 WILKINS ZW4000G 267.4 R 131 - 3 • WILKINS ZW4000G 261.4 R 128 4 WILKINS ZW4000G 257.4 R 126 5 WILKINS ZW4000G 253.4 R 124 6 WILKINS ZW4000G 249.4 R 122 7 WILKINS ZW4000G 245.4 R 120 8 WILKINS ZW4000G 241.4 R 118 9 WILKINS ZW4000G 237.4 R 115 10 WILKINS ZW4000G 233.4 S 127 11 WILKINS ZW4000G 229.4 S 124 12 WILKINS ZW4000G 225.4 S 122 13 WILKINS ZW4000G 221.4 S 120 14 WILKINS ZW4000G 217.4 S 118 15 WILKINS ZW4000G 213.4 S 116 16 WILKINS ZW4000G 209.4 S 113 17 WILKINS ZW4000G 205.4 T 133 18 WILKINS ZW4000G 200.8 T 130 19 WILKINS ZW4000G 195.2* T 126 `REFERENCE AVAILABLE SUPPLY LEVEL 19 STAIR 003 PRV INLET CALCULATION (PRIMARY PUMP -250 GPM @ 284 PSI) 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" COMBINED STANDPIPE WITH - SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM FIRE HOSE CABINET SURFACE MOUNTED 4'-0" AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR 3" VERTICAL DRAIN PIPE FOR PRV TESTING 1 ,,.:. UP::::: 4" STANDPIPE WITH SINGLE 2-12" HOSE VALVE @ 3'-6" AFF STAIR 001 ST -101 I -- TB FLOOR CONTROL PRV TABLE LEVEL FLOOR CONTROL PRV TYPE RESIDUAL INLET PSI BONNET SETTING RESIDUAL OUTLET PSI STATIC OUTLET PSI 1 WILKINS ZW4004SS 264.9 Q 111 157*` 2 WILKINS ZW4004SS 260.9 Q 109 155** 3 WILKINS ZW4004SS 256.9 Q 107 153** 4 WILKINS ZW4004SS 252.9 Q 105 151** 5 WILKINS ZW4004SS 248.9 Q 104 149** 6 WILKINS ZW4004SS 244.9 Q 102 147** 7 WILKINS ZW4004SS 240.9 Q 100 145** 8 WILKINS ZW4004SS 236.9 R 115 161** 9 WILKINS ZW4004SS 232.9 R 113 158** 10 WILKINS ZW4004SS 228.9 R 111 156** 11 WILKINS ZW4004SS 224.9 R 109 154** 12 WILKINS ZW4004SS 220.9 R 107 152** 13 WILKINS ZW4004SS 216.9 R 105 149" 14 WILKINS ZW4004SS 212.9 R 103 147** 15 WILKINS ZW4004SS 208.9 S 113 162** 16 WILKINS ZW4004SS 204.9 S 111 159** 17 WILKINS ZW4004SS 200.9 S 109 157** 18 WILKINS ZW4004SS 196.3 S 106 154** 19 WILKINS ZW4004SS 190.7* S 103 151** 'REFERENCE AVAILABLE SUPPLY AT LEVEL 19 STAIR 003 PRV INLET CALCULATION (PRIMARY PUMP=300 GPM @284 PSI) 'STATIC OUTLET PRESSURE AT SECONDARY PUMP CHURN (PUMP=0 GPM Q 311 PSI) 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-12" HOSE VALVE @ 3'-6" AFF- - 1 STAIR 001 PLAN - 1ST FLOOR 1 1/8" =11-0" !' UP I 1 I 1 FIRE HOSE CABINET SURFACE MOUNTED 4'-0"AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR FIRE HOSE CABINET SURFACE MOUNTED 4'-0"AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR /-4-WAY SWAY BRACE PER NFPA 13 7 2-1/2" WILKINS MODEL ZW40000 PRESSURE REDUCING HOSE VALVES 7- POTTER ROEMER FIRE HOSE CABINET SURFACE MOUNTED MODEL 1052 3" MAIN DRAIN N FITTING 11 2-1/2" WILKINS MODELZW4000G PRESSURE REDUCING HOSE VALVES 4" COMBINATION STANDPIPE RISER CLAMPSAT FLOOR LEVEL TYPICAL STANDPIPE WITH FIRE HOSE RACK 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF O2 STAIR 001 PLAN - 2ND FLOOR 1/8" 11-0" 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF - - T" QSTAIR 001 PLAN - 4TH -16TH FLOOR 1/8" = 11-0" 4 STAIR 002 PLAN - 1ST FLOOR 1/8" = 1'-0" 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 4'-0" AFF 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 3" VERTICAL DRAIN PIPE FOR PRV TESTING ON ..,,....::UP STAIR 001 ST 1801 / \ / i FIRE HOSE CABINET SURFACE MOUNTED 4'-0" AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LD CABINET, LAYINGFO ED IN LOCATED ON EVERY OTHER FLOOR 3" VERTICAL DRAIN PIPE FOR PRV TESTING - cJ - e DR DRAIN 3" WYE -N, � -4-WAY SWAY BRACE PER NFPA 13 TO WET SYSTEM WET SYSTEM RISER 1® 2-12" WILKINS MODEL ZW4004SS PRESSURE -TRU FLOOR CONTROL VALVE 0 2-1/2" TYCO MODEL 513 COMMERCIAL RISER MANIFOLD WITH RELIEF VALVE AND TEST AND DRAIN 210 2-1/2" ISOLATION VALVE FOR FLOOR CONTROL PRV VALVE TESTING 2-12" WILKINS MODEL ZW4000G PRESSURE REDUCING HOSE VALVES 4' COMBINATION STANDPIPE RISER CLAMPS AT FLOOR LEVEL TYPICAL COMBINATION STANDPIPE 4" STANDPIPE WITH SINGLE 2-1/2" @ HOSE VALVE 3'-6" AFF OSTAIR 001 PLAN - 3RD FLOOR 3 1/8" =1-0" 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF UP 3" VERTICAL DRAIN PIPE FOR PRV TESTING STAIR 003 PLAN - 1ST FLOOR 1 1/8" = 1'-0" 4" STANDPIPE WITH TWO 2-1/2" HOSE VALVE @ 3'-6" AFF OSTAIR 001 PLAN - 17TH -18TH FLOOR 1/8" = 1'-0" OSTAIR 002 PLAN - 2ND FLOOR 1/8" = 1'-0" 4" -DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6"AFF 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM - e O4 STAIR 002 PLAN - 4TH -16TH FLOOR 1/8" = 1'-0" FIRE HOSE CABINET SURFACE MOUNTED 4'-0"AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF 4" COMBINED STANDPIPE WITH SINGLE 2-12" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM 3" VERTICAL DRAIN PIPE FOR PRV TESTING 6OSTAIR 001 PLAN - 19TH FLOOR 1/8" = 1'-0" 1 T6 rTh STAIR 003 PLAN - 2ND FLOOR 1/8" = 1- / 1" 0 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AF FIRE HOSE CABINET SURFA( MOUNTED 4-0 AFF, WITH 15' OF 1-3/4" DOUBLE JACKET Ht LAYING FOLDED IN CABINET, LOCATED ONOTHER EVERY FLOOR 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6"AFF 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM Or-,; STAIR 002 PLAN - 3RD FLOOR 1/8" = 1'-0" 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF 4" COMBINED STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM FIRE HOSE CABINET SURFACE MOUNTED 4'-0"AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR OSTAIR 002 PLAN - 17TH -18TH FLOOR 5 1/8" =11-0" -CD FIRE HOSE CABINET SURFACE MOUNTED 4'-0"AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" DRY STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF 4" COMBINED STANDPIPE WITH' SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND 2-1/2" FLOOR CONTROL VALVE FOR WET SYSTEM FIRE HOSE CABINET SURFACE MOUNTED 4'-0" AFF, WITH 150 FT OF 1-3/4" DOUBLE JACKET HOSE LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR OSTAIR 002 PLAN -19TH FLOOR 1/8" = 1'-0" Q STAIR 003 PLAN - 3RD -16TH FLOOR 1/8" = 1'-0" ! DN STAIR 003 O� ST 1803 1 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH SINGLE 2-12" HOSE VALVE @ 3'-6" AF FIRE HOSE CABINET SURFAC MOUNTED 4'-0"AFF, WITH 150 OF 1-3/4" DOUBLE JACKET HO LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR a., STAIR 003 PLAN - 17TH -18TH FLOOR O 1/8" = 1'-0" 3" VERTICAL DRAIN PIPE FOR PRV TESTING 4" STANDPIPE WITH TWO 2-1 HOSE VALVE @ 3'-6" AFF ' FIRE HOSE CABINET SURFACI MOUNTED 4'-0" AFF, WITH 150 OF 1-3/4" DOUBLE JACKET HO LAYING FOLDED IN CABINET, LOCATED ON EVERY OTHER FLOOR e., 5OSTAIR 003 PLAN - 19TH FLOOR 1/8" = 1'-0" i6.1 �T6) I I 1 I T7) ( 6 001 STAIR SECTION 1/16" = 11-0" OSTAIR 002 SECTION AT CORE 1/16" = 1'-0" STAIR 003 SECTION 6) 1/16" = 1'-0" PLAN 0'-0" ✓ WASHINGTON STATE ",es.s��w 1 e a• CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYS ESI Kevin P. 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Jensen a 4355-0608-C Level 3 I Reliance Fire Protection, Inc R IAFPIO2LI 10-23-15 etree Dow reliancefire.com c ▪ •C.) co N =N 0 ca O C) OQ.o liga O WS L(/)O N CD �5co uj W N x tJoL� Ci3 co Ma NNor CO M CO (O CO (O W z Q J W i� re EC W W J O � I• • °- 1- 1- Z _LI- z 0 W a -J W 0 1 - CONTRACTOR'S LICENSE: Ln 0 0) O 0 z O LO O N 0 0 c0, 0 K. JENSEN 2 0. a AS SHOWN 0 a) 0) rn a) 0 O LL Manufacturer 0 .n E 0) .U) O a U a) ❑ a) c6 ❑ O z CD J U 11) a) 0 w CC 0 >- 5 5 N 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 a D U PIPING NOTES: DRY AND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. DRY PIPE SLOPED TO DRAIN PER NFPA 13. 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. 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Jensen 4355 -0608•C Level 3 = Reliance Fire Protection, Inc R 10211 St®waases Oats • Lai . E 0 0 0 L 0 2 =N Y Ix E Q▪ mgeW �w09, a:09 t0 L L C0EN 'E rna© =a � M ■aa. w a. w r ceo° 0 a� x z 0 U W 1- 0 0. ce LL LU LU J CONTRACTOR'S LICENSE: 0 0 0 0 z 0 OCTOBER 2015 0 K. JENSEN CITY OF TUKWILLA AS SHOWN (1) 0 J L 0 Q U) 0 a) a) 0) a) LL O O N co N J 0 S .U) LL co com GL SERIES #GL5615 QUICK RESPONSE UPRIGHT SPRINKLER Manufacturer w (2. 0 0 E co O N 0 O Q U N a) ❑ m a) n3 0 0 z O ❑ 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 .0E 0) - 0 1 } PIPING NOTES: DRY AND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. DRY PIPE SLOPED TO DRAIN PER NFPA 13. 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE @ 3'-6" AFF AND CONNECTION TO OTHER ( LEVELS L / c / / 0) (.1 - -e-- - - - 1- — Co to cjr t\ -V" 0'-4' 9 0 .&) c Bo a 06 0'-4 10-2 9 (Y) 9 0-8 / c Co 0 / 19.-7 In L A.- 0" 4 951,400-81A 10'-7 1 g '51 4' 5 2'-0 8 <') 6' 1 1'-o — — Co - 0 V-0 a) / 0) Es) • • ! • ,er / 0) /C1 4 14-0 09 13j'0 09 14-0 — ;-- DN 1 • : L ci / /0) 4 14-0 1.* 0 / c, ; • 0 0 SEE SHEET FP -02 FOR CONTINUATION TO / LEVELS BELOW cI • rb C)' oF 11-o Lin _Lcs• O'r 0'-4 14-0 09 N.. /0) 1 I / 0 L 0 0 0-8 N 0) g/ 0) g /- `— ".`7- A rn •-1:' -1-1 17(7Ob s 8'-2 ,. 4-10 (.1 14-0 cv UP l--\.. % o 0) 0) / 0 7 EL -7=2- I I g • . I ! • • I i .• • • •• i .•• .•• . . .• .• .• .• . . I ; 1 I 13.-0 0) / '76=3 /0) 0 0 Li 06 / 0) SEE SHEET FP -04 FOR CONTINUATION TO LEVELS ABOVE g cr 0) 0) o7r 0-8 c.) 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Jensen 1 4355-0608-C Level 3 Reliance Fire Protecton, Inc REUAFPIO2LI 10-23-15 Dote limmosimummeimmempeolimeassi 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 1 �G1 C-� L G -G GE O / 0) 0 • co' b 4" STANDPIPE WITH SINGLE 2-1/2" HOSE VALVE © 3'-6" AFF AND CONNECTION TO OTHER LEVELS 4" STANDPIPE WITH (2) 2-1/2" HOSE VALVE @ 3'-6" AFF AND CONNECTION LOWER LEVELS 0 O 0 r'O 4 wl'b w11. ):l' 0. 3 0'-4 oI, 9 o) O 10'-2 9 M 9 7 0) O o-0 rn co O / oo / 0 co O / 3 O 1'-0 00 / N 0) O O / N Co et; 1 1'-0 Via:•• `�•.�W-e 14'-0 00 / N 0) O O 09 DN 13-0 N /O O O 0) Ot 0 O /N Eo 4 05) 14'-0 00 / N 0) O 0 00 / 0) O O Op 14'-0 00 / 0) O O L J J I 1. PIPING NOTES: DRY AND WET PIPE SYSTEMS 1. SCHEDULE 10 BLACK PIPE SHALL HAVE ROLL GROOVED ENDS AND FITTINGS AND COUPLING SHALL HAVE THE STANDARD ORANGE ENAMEL FINISH. 2. SCHEDULE 40 BLACK PIPE SHALL HAVE THREADED ENDS AND FITTINGS AND COUPLING SHALL BE DUCTILE IRON WITH BLACK FINISH. 3. DRY PIPE SLOPED TO DRAIN PER NFPA 13. 4. BRANCH LINES SUPPORTED BY RODS LESS THAN 6 IN. PER NFPA 13 NO ADDITIONAL RESTRAINT REQUIRED FOR BRANCH LINES. N /O 0) / N /O Ov Ov o 0 H - /O O O N 0) O'2 0 N O / O N 0) 02. SEE SHEET FP -03 FOR CONTINUATION TO LEVELS BELOW RAMP UP UP O 5-1 10'-2 I LI —DN 2,-0 C Jv' 1 '-7 CV 1 -o N 0) 1„ 1'-0 int�i N 0) 0 0) O N 0) 0 14'-0 �;'' - — — O O UP )3H°. O 0 /0) O N i 0) O, 0 OPEN TO SKY L L 00 / N O N 0) O OPEN TO SKY 0 /N 0) O N /O O 0v 0 REMOTE AREA #1 GARAGE DRY PIPE SYSTEM CALCULATION DESIGN CRITERIA: STANDARD NFPA #13 OCCUPANCY CLASS ORD. HAZ. GROUP I DENSITY 0.15 GPM / Ft2 for 2166 Ft2 MAX. COVERAGE per HEAD 128.33 Ft2 NUMBER OF SPRINKLERS CALCULATED 18 SPRINKLER GLOBE QR UPRIGHT ORIFICE 1/2" K= 5.6 SYSTEM REQUIRES: 391.44 GPM @ 124.0 PSI DGE OF OVERHEAD SL/0 1 T 1 RAMP UP 4"STANDPIPE WITH 2) 2-1/2" HOSE VALVE © 3'-6" AFF AND CONNECTION LOWER LEVELS OPEN TO SKY T 1 0. . __,7 r - ( ( ( ( i INSPECTORS TEST CONNECTION LEVEL 3 SCALE: 1/8"=1'-0" T WASHINGTON STATE ria ws�w I CERTIFICATE OF COMPETENCY FIRE PROTECTION *PRIMMER a E 8. Kevin P. Jensen 4355-0608-C Leve! 3 Reliance Fire Protection, Inc REt,IAFP1t}2L9 10-23-15 Daft E 0 0 0 .05 omN v0o CD 0 W043N cu> ego �Qo, •=1-4 .. tJoiL id co Nun co W 1— e o0 (O Cr) (0 (9 N CO (0 0 1- W F— z Qa I2 Ww I—~ 0» = v, ww Oz o - 1— C. Z coQ u. z z 0 U 1- W ccM W W J CONTRACTOR'S LICENSE u) 0 0) 0 0 z O OCTOBER 2015 a5 0 K. 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