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HomeMy WebLinkAboutPP - 1227 ANDOVER PARK EAST - SHASTA BEVERAGES INC. - PERMITS AND PLANS1227 ANDOVER PARK EAST ASSOCIATED PERMITS 12-19 11-S-072 9-19 10-S-238 4-19 11-S-065 D19-0134 20-F-002 D19-0155 19-S-071 19-S-083 D19-0113 M19-0049 12-F-025 M11-127 D10-162 10-F-253 D11-0116 D11-041 Date: 3/8/19 Tukwila Fire Department OPERATIONAL PERMIT 9-19 By virtue of the provisions of the Intemational Fire Code adopted by City of Tukwila Ordinance, Shasta Beverages located at 1227 Andover Park East 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 Intemational Fire Code 105.6.23 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 occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION 9 /9 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 -piled 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 THE FOLLOWING PREMISES: Business Name: V/464�! �.� Address: /22 7 )f �P WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ /5'b,�i� , 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 Date: 2/20/19 Tukwila Fire Department OPERATIONAL PERMIT 4-19 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Valley Certified Welding, LLC located at 1227 Andover Park East 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 105.6.23 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 occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIREDEPARTMENT OPERATIONAL PERMIT APPLICATION 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 -piled 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 THE FOLLOWING PREMISES: Business Name: Address: 1.71A-2 14. r) (A' e et41 c`c co Gid 1 (.LG- ,44,1IA 1 i k qfri .v/ WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF.$ /5742 , 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 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.: 3523049072 Site Address: 1227 Andover Park East, Tukwila, WA 98188 Suite Number: Tenant Name: Shasta Property Owner's Name: National Beverage Corp Mailing Address: 1165 Paumour Drive, CONTACT PERSON -if there are questions about the submittal. Name: Edward Moody Company Name: Froula Alarm Systems, Inc. Floor: 1 New Tenant? ❑ - Yes • - No Gainsville, City Mailing Address: 861 Industry Drive GA 30501 State Zip Day Telephone: (206) 575-1962 Tukwila City WA 98188 State Zip E-mail Address: emoody@froulaalarms.com Fax Number: Contractor's City of Tukwila NICET III number: 84717 Business License number: BUS0101273 Total number of new/relocated devices or sprinlderheads: 52 Valuation of Project (contractor's bid price): $ 32,500.00 Scope of Work (please provide detailed information): Replace existing fire alarm system including control panel, AES Communicator, booster panel, 1 smoke detector, 6 monitoring modules, v4 relay modules, 17 pull stations, 4 strobes & 18 Horn/Strobes. 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 AUT . 0 AGENT: Signature: Print Name: Edward Moody Date: 12/18/19 Day Telephone: (206) 575-1962 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.: 35Z 304 -410?-2 Site 41O? Z - Site Address: 12 Z T r'1 N D Veit PAA J'- 7 Suite Number: Floor: Tenant Name: 1-1.4."7"r4 3(VE12441 New Tenant? ❑ - Yes g; No Property Owner's Name: APV -I°414" e76-4,1444.-�' CO ft? Mailing Address: ti` CYJ 100 7L0'y,n s cI E 4- vu ) i PLAwri'Tlv!`Fri' i ;z4 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: -r Q Company Name: A R(- Co/v 5pUJen :0 +1) Day Telephone: Zo( " 2-1 3- 2-1 4 Mailing Address: 7 8 5 9 C, ).A.)6-11^ ..) i0 '5+- F- �%JT / w .4 -! Q 0 �- 5 City State Zip E-mail Address: Lq UC,e/1 Chi e•t c v : rs.N . ' .'-t Fax Number: Contractor's City of Tukwila Business License number: (j5 ct 2-(0, 3 `f Total number of new/relocated devices or sprinkler heads: 1 5 l Valuation of Project (contractor's bid price): $ �,-y x S� JG d v K i 45 r.et..(' Le - z C p,'vN�GT Scope of Work (please provide detailed information): 'S Ver .'V4 S TZ% P/2-01- 4 c -T ' L. A rivo - Sra2q Rk't-o i,z7 it)e- PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PAID BUILDING OWNER OR AUTHORIZED AGENT: SPR I 2019 Signature: Date: / % f Z-1.�1 TUKWILA FIRE Print Name: T� ©��v Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 4ifir SITE LOCATION /9-S-Ofl 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. Site Address: 12-2: No 0 ✓ **PLEASE PRINT** King Co. Assessor's Tax No.: 3%Z 30 4q/0 72 O Z Tenant Name: 4 i 4"S 7-4 l3 eYt/L 4 - Property Owner's Name: 11 A T iOrJ A e fj L+ - (4)LJ2 Mailing Address: .%1 00 SvJ 1 o 1 '-1- / ' -e- It -o0 City Suite Number: Floor: t -a New Tenant? ❑ - Yes ❑ - No State Zip CONTACT PERSON -if there are questions about the submittal. d Name: 1 C�'� Q �% Day Telephone: 7_1) (' - 2 a(, 3'Zig' T Company Name: A /L cm rig (()A) S-X_A,C-1-Zz»J Mailing Address: v 5 5 S. 2- (Le -NT- WA— 6 6 0 3 Z L / - CityState Zip E-mail Address: 'L q ✓L2,. (3 arG �e /Coti�h'vc. v,J Cooh Fax Number: 4 Contractor's City of Tukwila Business License number: v S 0 9 2 (a 3 Total number of new/relocated devices or sprinkler heads: t g Valuation of Project (contractor's bid price): $ 61500°22 Scope of Work (please provide detailed information): !*O Ptf 4 i S-rtAi 6 b (j l i4 A +(R SPRLnI V LLL�y S) ENI Lc L t452)) 0 5- o4414---e- PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: TED 0 J r Day Telephone: Date: 4- /2-Y l 1 `� Loc. - 2-1 S - 2_1 S4 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION Site Address: 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** 1221 AtiPDavf;- ?AU - Tenant Name: S1.4 ST'p� King Co. Assessor's Tax No.: 352%04 9 ern— Suite ZSuite Number: Floor: New Tenant? ❑ - Yes r2g; No Property Owner's Name: N 11.o N L 134-i• 44 -Me C4?--Pcit4 ) Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ck 1 S /1Pcii Day Telephone: 2E4 -2a 44-34D t Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 Ci\1 rte �� �(1. City Slate 1p E-mail Address: s � o T Ire .C7>� Fax Number: 256� �'� �O Valuation of Project (contractor's bid price): $ 1 t ooh Scope of Work (please provide detailed information): Nr") 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 AUTHORIiW TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: 041'.‘" s s p..p iJ Plan Permit App.doc Date: V/l/1 Day Telephone: 1" 4-1401 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Shasta Beverages 1227 Andover Park East Permit No.: 19-S-071 Date: April 16, 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Shasta Beverages 1227 Andover Park East Permit No.: 19-S-083 Date: May 1, 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'/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, 2019 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Shasta Beverage Warehouse Addition 1227 Andover Park East Permit No.: 10-S-238 Date: November 1, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/i inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for spnnkler head placement. • Comply with all ESFR Sprinkler spacing and placement rules per NFPA 13, Section 8.12.3. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. TUKWILA FIRE PREVENTION BUREAU 444 Andover Park Bast, Tukwilah WA 98188 - Phone 2-5r.-575-4407 - Fax 206475'-4439 E-mail: tukfdprv©ci.tukwila.waus CONTRACTORS MATERWAI, AND TEST CERTMCATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alann System is ready for Fire Department acne p ice testing.Failure of test will result in termination of the testing and additional fees will lieaesessed. Contractor is responsible for . . supplying manpower for Final Acceptance Test with two-way communications. Qat Alla Fermi # Property Address i L Z) /k ft Suite # City TUK_WILA • Zip Code Ykgr Name of Facility ,_S -434"q .t hrc by Q4= Occupied as j t Owner or Representative Phone # Installing Company C `1 /Z �� �-�✓ ��- Installing. Contractor's Address 9M S W _00 '`s J 74 4 4.,;fes City crr, i V"Phone.# 2-06—y3 ? 36 S y Installer's Name (PRINT) &a.4 /4)6 vs,),/ License and/or Certificate General Contractor /°,04.- Electrical Contractor L 4 FACP Equipment Manufacturer Ra4tai4 .S Model #- y/Z This system has been installed, pre -tested and operates in accordance with the standards listed below and" was inspected by On (date) and includes the devices listed op back. Circle all that apply: NFPA 72, Chapter 12 4 5 6 7 and/or IFC•SBC 907 `. NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions )< Manufacturer's Instructions • Other (specify) Tukwila City Ordinance Numbers 2050, 2051 LL UL Central Station Monitor Ye: S System is monitored by 644,54 /�, /1-40#7 SIGNED\:T Date /2-- ZL— /U System Firmware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by vv/ EQUIPMENT INSTALLED AND TESTED: • Connfol Panel a of 3 Make/Model A941„,i �`f`// / �r)�s1�k+ ,i, f 6 y'I s Manual Station T, of,0 Make/Model dosc. y �• . �j, =4 70yc i_ Smoke Detectors of I Malaes%Model v� SG ASur�2644 isf Heat Detectors = of= .Make/Model Duct Detectors _. of - Make/Model A/V Devices Audio Devices 1..S of 2,5 Make/Model Asdoicie /?1_j J-4 , - of ` Mice/Model Visual Devices S of CS' Make/Model k, cle cr7g Ll c� f /‹ Auto Door Release of Malce/Model • Trouble Indictors t of 1 Make/Model /4M iA-S Batteries 'b 'a'h-r I - - '(.67 �# l - 2.7:44f gs Battey / 2-ir Full Load 2, S urge a, 7 Generator ' of HVAC Controls ^ of Fire Alarm Dialer J _ of Monitored by eJUstip,yfrAi Annunciator ► of 1 Make/Model Make/Model' Make/Model • 1 /uw i)4 Make/Model ' 69S -I1 ❑ SprinklerSystem. (Fire Alarm connections only) Water Flow Sw. of Make/Model ,l® ifer Valve Tamper Sw. of Make/Model /0 f PIV of - Make/Model Blec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SBC 907., and/or NFPA 72 Chapter 6? Yes k No Test of alarm System on emergency power, satisfactory? Yes � No Test Witnessed by g,.// hecoy45 Title. Comments: 6-1-�1 eddinslFiro Alarm Gediticate doc Reviled: 10/28/04 TFD Fla Foran 0110 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,..5v,isii.kType Sprinklers: of Inspection: �c Address: '��� Suite #: �� Contact Person: /U/Ci. Special Instructions: Phone No.: 6o S----7 S' - a S -Z S" l X 1 Approved per applicable codes. Corrections required prior to approval. COMMEIttTS: Sprinklers: Fire Alarm: Hood & Duct: 6-27> L ( -' 14. -Errrafau 314(/ . icUC S se)i ce•✓Yr�/L ( --A c% 1, St -ii L corTtkalt:. AG -70- -71-4.) —7S` ry C.c1 J 1,2 o.tb nnq-trJa & j 5'z4 Occupancy Type: Ne c VJ..P a Qq(v � ` &� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor:Pre-Fire: f Permits: \\\ Occupancy Type: Inspector: 1M \ c/A1,1<(-( Date:/, C 12C' Hrs.: f $100.06 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: CORRECTION NOTICE/REINSPECTION FEE Permit number: i 19 — 6 )s -f-- TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal tukwilawa.ov Business Name: :ksiType 4 of Inspection: lire—ANVT Cc)Cji Location Address: r 2 L Mite ?Pion.' Date : 5/ez f ( I Contact Person :"'-b c t4e-Dvtli Phone No. : ACTION REQUIRED : )ti5144 (_ r —& -4S c t4e-Dvtli C -ON 041--g, P- Cc D(-ttot. 1- T7(,4 { k§j At (. )SLI `lot.-( 7''LACcP-fdb - 6cJ (0J74& , ZZ 1 FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMI ALC AT N/TICKET. CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : Signature: Billing/Mailing 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit "--7(1-06-5' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 661g1.0k Sprinklers: Fire Alarm: Hood & Duct: Monitor: Type of Inspection:tie COntiA/A)' Address: Suite #: 12,11 19N1� 1( C r, r Contact Person: delsoi\ Special Instructions: Phone No.: 9,6; 6%/— Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0*(1A/V) W\ Goeeac.-r Boas Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: \ Inspector: .k -1,14\S"1 Date: X 172A el Hrs.: I J $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 Sprinklers: Type/of Inspection: c_.,7\,6„//' M� spy/ Address: /zZ� Suite #: / �/ / Q Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: '1)( APP 4pL5,6743 &,e/riom Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 5--/ Inspector: C-7 Date: c5 fr2dh 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:sltifis4A, eh( it S Type of Inspection: Address: Suite #: f2?j 4---p t ntact Person: Special Instructions: Pre -Fire: Phone No.: ›:1-"Afiproved per applicable codes. Corrections required prior to approval. COMMENTS: CJS. f -, �,Ass1-44 exl re✓ (Lt)Yj (2€c NeedsShift Inspection: Sprinklers: LI Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: c— 1 Inspector: T�o �� Date: f j12.eff C7 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 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 5ffitt77_79...._ Type of Inspection Suite #: ( ...r prpAddress: Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `1 //VC,01 /tIfY\igtellS 7#(407,62 (7---- oGd (l-t4ae1ts usu/r,4/..io (,,,,rcp ei..rnrnd Monitor: CZ )44 1 C IY, 7 4 "l. / A/4 Neer ( A15 bal,c-"a Permits: Occupancy Type: SCG�� Alpe ]J -5��"4'�c-� AA���.///K/j ✓lsy /it/� 4� S•�C//N5 (�� %vl�'G✓�5 GYI��FlilO C%C7,YYL7� �� fO -�!J 1, („S 4st c/ ✓� ,f p f Needs Shift Inspection: Sprinklers: `1 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: J Inspector: Date: ¶Ii4/1 INrs.: the $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: &\10? -4-61-6 pection: (( ,,i4 Type of InsriS7-29" Address: Suite #: /22 7- 4p �— Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 7 Fire Alarm: 7 Hood & Duct: Monitor: (( Pre -Fire: Permits: Occupancy Type: £ 67 (7'/,J C .0 / rs e ,4 p i1-a-ve- . 4ir4 4,-vr !. 6.5( Alm ..Lza.- c Lt N c. .-- s ,qpp2-pro efles-,-z- Needs Shift Inspection: Sprinklers: 7 Fire Alarm: 7 Hood & Duct: Monitor: (( Pre -Fire: Permits: Occupancy Type: Inspector: I --11---- Date: cps h9 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 INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: s/(/(...s774._ Sprinklers: C-( ekh e")2_ < t c 67 1(t--,.-/Gj /)15k'N/ Type of Inspection: Dc D 0✓Or- 7v 4-7,-) G - t 6-2_61-3 dth 67/17%1`1> Address: Suite #: /2- Z o n Pk Contact Person: ' �-- fi,;b11,-4 Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: C-( ekh e")2_ < t c 67 1(t--,.-/Gj /)15k'N/ � /V 1/�1 C.s- LE l�/Zi" 4 Geri -f27/11 -7--k s Dc D 0✓Or- 7v 4-7,-) G - t 6-2_61-3 dth Pre -Fire: Permits: Occupancy Type: D k- - S r c Z --/M5 5 / — /11 Ft -/4w i e{ivt,t 1 . L c Q s . pts-- O-✓ r TZ'N A -V --&-Z---)-1/ =,- i r - AJ/ wt -z t - - (014 i-- bri m-1) s /i //9 Needs Shift Inspection: Sprinklers: C-( Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i Date: 1-�1 A ' Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.IF.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:5.6A Type of Inspection:c c� Address:Contact Suite #: /2;1.4) Person: Special Instructions: Phone No.: XApproved per applicable codes. COMMENTS: Corrections required prior to approval. A*9Xvt- 14ors il'zpeeorteriel J�-/+iA-�✓0 #1-014/ .5'cKee.triv 9•S ~-eA%/p.eco r 0 04 -fed- 5tavr,c, araite- ,kfmr.ii-s-t4t7 Needs Shift Inspection: y -to Date: 0 9 Sprinklers: )foo Fire Alarm:Yldi Hood & Duct: AlAc Monitor: Pre -Fire: Permits: 1747" /?,or s/ i/l t Occupancy Type: M 0 -2? Inspector: Date: 0 9 Hrs.: /..---o $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with p %1//- Ia7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 5 I 4. Type of nspe ion: Address: 1 ?.?-1 14,.,Q Suite #: Contact Per on: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. "COMMENTS: ive4, e*- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f1x��cy,c—cg-- Date: ,,/5 1M L Hrs.: 1 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per 't /0- S - ,2-30 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1Type of Inspection: Address: igG)'7 let PL's Suite #: Contact Person:1 Kil-TkiG-i' b4 F -"l' Special Instructions: Phone No.: mob- 7,9-b - 7,o ( Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y Fire Alarm: j-' Hood & Duct: Monitor: f-' Pre -Fire: 56 T rvuLL — o Occupancy Type: tr t_ 4.1% okil L - cw_._ gc ( I i.i) --i-z) - 1 N IA L. /L— (sat ^'N Needs Shift Inspection: Ai Sprinklers: Y Fire Alarm: j-' Hood & Duct: Monitor: f-' Pre -Fire: Permits: Occupancy Type: Inspector: Date: Vaonf Hrs.: ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with �yt,1 2/0-l6Z 944 alf# /0- 4---02-S3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 C 206-575-4407 Project: s.),,,Aitk. Type of Inspection: TA Fire Alarm: Hood & Duct: Address: i�1'7 Suite #: iy p E Contoct Person: CAN(' I --C- Occupancy Type: Special Special Instructions: pct: Cdr,\. Phone No.: 96 b— 9s-? - 2 4,5- ) Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: K-- Occupancy Type: it)a Acc_t5S rtv erc-P,er t„..) 0 4-(e- , pct: Cdr,\. cTie-Pr;I-e - ,S; pi I .c�k S, 5:iu A LS 41P.cv.". C.ew S i (PO TO 06 - 5-75 - y 35 fe-- 1.,- 5 PPe4 i vv3 i -e-.-e- 3-u,-.) N o4- co.. -?o i ems. w. •i. pelsrrvon.k ow ou-�A- i�SPevy o0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7,t7\ Date: ,S`a_/// Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F,.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ' - mit /0- -as-.3 Flo -/ba-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �s�� Sprinklers: Typeof Inspection: _ f Address: taw Suite #: &e E Contact Person: Special Instructions: ce N ✓r s -r. , Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Re_ /A-9 .1 1iQ1;c2 s P- r ce N ✓r s -r. , tat7D I -Acker f c ok, 1 1416 cA T -e --sl' -- d K - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: gvN "t...) 5a, Date: 67/51i 1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 CORRECTION NOTICE/REINSPECT1ON FEE Inspector: Permit number: Di 0 TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name: Si1A- V Type of Inspection: s p Location Address: C,- h- P6^ Date : 05--//t Contact Person : Phone No. : ACTION REQUIRED : Pot. -2. c- `i -o e S tc-2 i CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : i v�- PCZ7�f�-- FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billin 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 3/26/10 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /0 - - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 I Project: ��� Sprinklers: Typeof Inspection: � Address: i a451,--7 Suite #: A-- PC Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. XCorrections required prior to approval. COMMENTS: �-� Seleci-tc'(74- - ie5 ,Je Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:iii),-\ F1,1\ 5--a. Date: 6%7/If 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project2i \ *it\ Sprinklers: Fire Alarm: Type,9f InLpection: pi(-, ' kr)AL Address:Contact Suite #: �ZZ`1 Ir rAvv�c. Permits: Person: E.\ --k Special Instructions: 0 Oh" l„A-o,(-> Phone No.: $21,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 0 Oh" l„A-o,(-> N:4 < Q%,..;,,,,5 -.‘,,..L, ) 1x.,•(.34, PU s3 o,- F:r-•- c* Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ` � 51 Date: 6` 3l k \ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p ' it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: %%� 1 SAT - Sprinklers: Type of Inspection: SP cr,v v�L Fi4 / -11 V' e ALA/ Address: / a.a. 7 Suite #: e- P L Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5P- o% Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I CA,‘. ca-- Date: (7 11 4 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit S- 0702 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Type of nspection: Address: i a -a7 Suite #: A_p a- Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. 1 -Corrections required prior to approval. COMMENTS: A -b" gt i4'kick 1: me Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /),`. c--- S�-_ Date: q/ r i l / Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 A COFFMAN ENGINEERS April 12, 2019 Mr. Al Metzler City of Tukwila Fire Department 6300 Southcenter Blvd, Suite 209 Tukwila, Washington 98188 Project: Shasta Beverages 1227 Andover Park E Tukwila, Washington, 98188 Re: Fire Sprinkler Shop Drawing Review Dear Mr. Metzler: Coffman Engineers, Inc. (CEI) has completed a review of the contractor fire sprinkler shop drawings and hydraulic calculation submittal package proposed by Archer Construction dated April 11, 2019. The package included protection of the following areas: "2 -Story Office", "Catwalk 'A' -'G"', "Lab", "Mezzanine" and "Catwalk". The review was limited to a review of shop drawings, hydraulic calculations and seismic calculations. The review was conducted in accordance with the following applicable codes and referenced standards: • NFPA 13 Standard for the Installation of Sprinkler Systems, 2019 Edition (NFPA 13) per Tukwila Municipal Code Section 16.42.020. • Tukwila Municipal Code Title 16 Buildings and Construction (TMC) I have reviewed the sprinkler system shop drawings, related calculations and documents for the above project. CEI did not perform a review with respect to means and methods. Based upon my review, the submittal complies with the applicable codes and standards. CEI is not the designer of record nor the installing contractor and it is the responsibility of the contractor to assure compliance throughout installation. If you have any questions, please contact me at 206-521-0745. Sincerely, COFFMAN ENGINEERS, INC. David A. Gramlich, P.E. Fire Protection Engineer 1101 2nd Avenue, Suite 400 I Seattle, WA 98101-2923 Phone 206.623.0717 www.coffman.com Ish ii SHUTLER CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005 * (425) 450-4075 * FAX (425) 450-4076 March 20, 2019 Art Hanrehan Shasta Beverage Inc. 1227 Andover Park East Tukwila, WA Re: Structural Review of Building and Equipment Shasta Beverage Inc. Dear Art, We have been asked to review the state of the building and the equipment in the building to determine its conformance with the 2015 International Existing Building Code adopted by the City of Tukwila. The intent of this review is to identify items do not meet code and to determine a plan for bringing the deficient items into conformance. The Existing Building The existing building was constructed in two phases. The original building was constructed about 1967 and an addition was made on the north side in 2010. We have copies of the structural plans for the buildings. Both sections consist of a panelized roof system using plywood/osb sheathing, 2x stiffeners at 24" o.c., wood purlins and glulam beams or steel joists and steel girders. All of the perimeter walls are tilt -up concrete. The columns are steel pipes in the older section and tube steel in the newer section. The foundation for the building is conventional spread and strip footings for both section. From our review of the original drawings the building is adequate to support the gravity, wind, and seismic loads. Equipment in the Building This building is used to produce canned soda. There are a series of existing production lines that were in use when the building was shut down. There was also construction work taking place for the creation of a new production line as well as additional structures inside the building. 1. The existing lines consist of 'Can Line 1', `Bottling Line', and `Variety Pack Line". These consist of a series of equipment types that are supported by the slab -on -grade. The concrete slab and underlying soil are adequate to support the weight of the equipment. Some of the equipment items are attached to the concrete slab using anchors, but some are not. In reviewing the anchors it appears that the installed anchors (Wej-It brand) are not approved for use in cracked concrete, so are not appropriate for high seismic areas. The existing anchors shall be torqued to the load recommended in the general notes for the anchor size. This will give us some confidence in their capacity for a short time horizon, but these anchors will need to be replaced with approved anchors and special inspection will be required for their installation with a period of four months. 2. There are existing work platforms and catwalks that are elevated above the concrete slab. Some of them are attached to the equipment and some are independent of the equipment. We have checked 1 the design of the exi.Lmg catwalks for a live load of 40 psf and iound them to be acceptable. Existing anchors to the slab shall be checked and replaced in accordance with item 1 above. 3. There are storage tanks installed in this building. Most of the tanks are attached to the concrete slab, but some are not. The existing anchors will need to be checked and replaced in accordance with item 1 above. The tanks that are not anchored will need to be checked for seismic loads and connections designed to tie them to the existing slab or walls. 4. There are equipment and conduit lines that are hung from the roof. The attachment and bracing of these items will need to be designed to support their loads and the structural support members they are attached to will need to be verified for the additional loads. We have reviewed the current configuration of the existing systems and found that the roof structure is adequate to support these lines (when not including snow loads for a limited time period). Additional structure will need to be added to some of these existing systems to support the full roof loads with four months. 5. There are storage racks in the building. Some have been permitted and others have not. The non - permitted racks have been removed. The racks are attached to the concrete slab using expansion anchors that are not approved for use in high seismic areas and these anchors appeared to be installed only finger -tight. These anchors will need to be checked and replaced in accordance with item 1 above. 6. New openings in the existing concrete walls have been added over time. Some of this was part of the drawings for the north addition, but others appear to have been added at other times. All the openings that were not part of the original building designs will need to be verified to determine if the addition of structural steel is needed to support the loads. 7. A new production line known as `Can Line 2' was in the process of being installed. This consists of new equipment, conveyor lines, and tanks. This line and all of its associated equipment will need to be permitted and approved before construction can continue. 8. There are also some additional structures that were added during the `Can Line 2' work. These have been engineered by others and will need to be permitted, inspected, and approved independently of this review. We are preparing a set of structural plans for the complete building that will show the original foundations, roof framing, and wall elevations. We will include the existing and new openings in the building walls. We will also show the equipment and productions lines to make it clearer as to what has been done in the building. We will also reference the additional structures that have been designed by others. If you have any questions or need additional information, please give me a call. Sincerel Jh Headland, PE SE Principal r." . 31757 Job #10-23.04 lierracon March 12, 2019 Shasta Beverages, Inc 1227 Andover Park East Tukwila, Washington 98188-3906 Attn: Mr. Nickolas D. Heaton Plant Manager P: 206-575-0525 Email: nheaton a shastabeverages.com Re: Limited Machine Guarding Survey Shasta Beverages, Inc. 1227 Andover Park East Tukwila, Washington 98188-3906 Terracon Project No. 81197132 Dear Mr. Heaton: Terracon Consultants, Inc. (Terracon) conducted a limited machine safeguarding assessment at the Shasta Beverages, Inc. bottling facility located at 1227 Andover Park East in Tukwila, Washington. The survey was requested by Mr. Nicholas Heaton, Plant Manager, and was conducted by Ms. Kathie A. Lavaty, Senior Industrial Hygienist with Terracon, on March 8, 2019. A. PROJECT INFORMATION Shasta Beverages, Inc. (Client), requested that Terracon conduct a machine safeguarding survey of recently installed or recently relocated product packaging equipment at the soft drink bottling facility located at 1227 Andover Park East in Tukwila, Washington. The objective of this survey was to evaluate compliance with applicable Washington State Labor and Industries, Division of Occupational Safety and Health requirements for machine safety for specific pieces of equipment. Terracon understands that the Tukwila Shasta Beverage facility is currently conducting a plant -wide facility upgrade, including redesign of product packaging lines, and installation of new and relocation of existing packaging equipment. Mr. Jason Bruce, Maintenance Manager, provided information about and access to equipment included in this survey and operated this equipment, as needed, to verify correct operation of safeguards. B. REGULATORY OVERVIEW Washington State Labor and Industries (L&I), Division of Occupational Safety and Health (DOSH) rule Washington Administrative Code (WAC) 296-806, Safety Standards for Machine 1 Machine Guarding Survey Shasta Beverages, Inc. • Tukwila, Washington March 12, 2019 ■ Terracon Project No. 81197132 lierracon Safety, establishes employer requirements for installation and use of machine safeguards to reduce or control machine hazards. C. SURVEY METHODS Terracon, under the escort and assistance of Mr. Jason Bruce, Maintenance Manager, visually surveyed specific pieces of canned soft drink packaging equipment included in the scope of this survey. A Machine Guarding checklist, provided in an attachment to this report, was used to organize and document survey findings. The general facility was not operating at the time of this survey; however, Mr. Bruce operated specific pieces of equipment, as necessary, to establish proper functioning of safeguards included in the survey. D. SURVEY FINDINGS The following equipment was included in the scope of this survey: • Empty Can Depalletize and Overhead Can Conveyor • Full -Case Conveyor Upstream of Kister Kayat machine, Case Conveyor to Spiral, Spiral • Kister Kayat Shrink-wrap Packager ■ Overhead Case Conveyor, Palletizer, Wulftech Wrapper Survey checklists and photos are provided at the end of this letter report. Terracon organized the survey based on function and proximity of equipment. In each case, the client provided information about the equipment purpose and operation methods. The client operated the equipment to allow Terracon to observe correct functioning of equipment safeguards, such as proximity sensors, light curtains and emergency stops, as the equipment is currently installed. The machine guarding checklist for each equipment location is provided as an attachment to this report and discussed below. 1. Empty Can Depalletizer and Overhead Can Conveyor Pallets of empty 12 -ounce aluminum beverage cans are placed onto the Depalletizer, where the cans are separated and transferred via an overhead cable -driven conveyor to the bottling room (not included in this survey). Prior to entering the Depalletizer mechanism, the cans are raised from the floor on a hydraulically powered platform to the point of operation, where rollers carry the cans into the Depalletizer. The rollers are operated by a chain drive that is covered on three side from the operator's position by a permanent sheet metal guard; however, it is feasible to access the rear drive sprocket of the drive by reaching around and under the guard (see Checklist and Photo 1, attached). 2. Full -Case Conveyor Upstream of Kister Kayat machine, Case Conveyor to Spiral, Spiral The full -case conveyor upstream of the Kister Kayat machine transfers filled 24 -can cases to the Palletizer by diverting full cases from the Kister Kayat machine conveyor directly to the Palletizer. No items or issues were identified with this equipment; the checklist is attached. Responsive ■ Resourceful ■ Reliable 2 Machine Guarding Survey Shasta Beverages, Inc. ■ Tukwila, Washington March 12, 2019 • Terracon Project No. 81197132 lierracon 3. Kister Kayat Shrink-wrap Packager, Adjacent Conveyor This equipment was recently relocated to its current location. Filled 6- or 12 -can packs are conveyed to the Kister Kayat shrink-wrap packager, where they are shrink-wrapped inside an enclosed "oven" at approximately 450°F. Permanent guarding with proximity sensors is installed at the in -running side of the packager and the oven. Product is conveyed at the discharge side of the Kister Kayat shrink-wrap packager oven onto another conveyor for final packaging and it is at this intersection that a narrow portion of the Kister Kayat product conveyor is exposed, creating a potential entanglement hazard (see checklist and Photo 2 attached). 4. Overhead Case Conveyor, Palletizer, Wulftech Wrapper The overhead case conveyor transfers filled 24 -can cases to the Palletizers, where they move onto a hydraulic lift table that collects cases into a pallet -size grouping before lowering the collected product onto a conveyor for transfer to a robotic Wulftech wrapper, which wraps pallets of product for shipping. The discharge end of the palletizer is equipped with a floating window that allows the safety Tight curtain to sense the movement of product toward) the light curtain to allow momentary operation as the product passes through the Tight curtain to the Wrapper. No items or issues were identified with this equipment; the checklist is attached. E. CONCLUSIONS AND RECOMMENDATIONS Terracon identified potential entanglement hazards at the input to the Empty Can Depalletizer and Overhead Can Conveyor and at the discharge from the Shrink-wrap oven discharge/transfer point. In addition to the machine guarding issues, Terracon identified a gap above the walkway at the elevated Depalletizer and Overhead Can Conveyor Operators' platform, where objects could potentially fall from the walkway to work areas below. The following recommendations are offered: Empty Can Depalletizer and Overhead Can Conveyor • Install a guard or barrier at the rear drive sprocket on the North (Operator's) side, upstream of the Depalletizer. • Install kick plate along full length of north and south sides of elevated Operator's platform. Kister Kavat Shrink-wrap Packager, Adjacent Conveyor ■ Install a guard or barrier at the intersection of the Kister Kayat wrapper discharge and downstream conveyor. If additional equipment is installed or relocated as part of this plant -wide facility upgrade, Shasta should perform machine safeguarding surveys for that equipment prior to starting normal operation. Responsive • Resourceful • Reliable 3 Machine Guarding Survey Shasta Beverages, Inc. ■ Tukwila, Washington March 12, 2019 • Terracon Project No. 81197132 F. COMMENTS lierracon Terracon performed this targeted machine guarding/machine safety survey in accordance with generally accepted occupational safety standards of care exercised by reputable occupational safety and health consulting firms in Seattle at the time of the assessment. This report does not represent all conditions at the subject site as it only reflects the information gathered from specific areas at the time of our assessment. Observation and/or evaluation of other areas was not within the scope of Terracon's work and was not performed. This report was prepared pursuant to the contract Terracon has with the client. Unauthorized reliance on or use of this report, including any of its information or conclusions, will be at third party's risk. For the same reasons, no warranties or representations, express or implied in this report, are made to any such third party. Terracon appreciates the opportunity to provide services to you. If we can provide any additional environmental, occupational health, or safety-related services, please contact Kathie Lavaty at 425-697-1124. Sincerely, Terracon Consultants, Inc. Kathie A Lavaty, CIH, CSP sh Bo�rs, CIH, CSP Senior Industrial Hygienist ti nior Industrial Hygienist Attachment: Machine Guarding Checklists Responsive • Resourceful • Reliable 4 Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist Overhead Case Conveyor, Palletizer, Wulftech Wrapper lTerracon 3/8/2019 Requirements for All Locations Y N NA Is there a point -of operation guard? X Are all belts or chain drives fully enclosed by guard? X Are all gears, sprockets, pullies or fly -wheels fully enclosed by guards? X Are all rotating set screws, key ways or collars fully enclosed by guard? X X Are all rotating parts, reciprocating or traverse motions fully enclosed by guards? Are all in -running nip point hazards fully guarded for the entire length of the nip? X Can the machine be lubricated without removing the safeguard? Are all parts that can entangle, draw -in or trap an operator's clothing or hair fully guarded? X Are all hazards created by high pressure gas or fluid properly guarded or isolated from the work area? X X Do all openings providing access to danger -areas of % inch or greater size properly guarded? X Are there warning labels, color -coding or markings to show hazardous areas? X Hazard and Machine Controls X Are the on/off or start/stop switches separate, not a "toggle -style" switch, are push- button and/or mushroom head style? X Will this machine "fail safe" if sensors, interlocks or operational components fail? X Are they color coded green for start, red for stop? X Are starting and stopping controls within easy reach of the operator? X If there is more than one operator, are separate controls provided? X Are emergency stop buttons, wires or bars provided? X Are the emergency stops clearly identified? X Requirements for AH Existing Safeguards Do the safeguards prevent workers' hands, arms and other body parts from making contact with dangerous moving parts? X Are the safeguards firmly secured to the machine? X Are the safeguards tamper-resistant and difficult to remove or bypass? X Do the safeguards permit safe, comfortable and relatively easy operation of the machine? X Are the guards free of hazardous projections, unfinished surfaces, weld splatter, or any other sharp edge? X Do the safeguards ensure that no objects will fall into the moving parts? X X Can the machine be lubricated without removing the safeguard? Is there a procedure for shutting down and locking/tagging out the machine before safeguards are removed? X Are the lockouiltagout points labeled and identified? X Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine operations and possible malfunction? X Is there a more practical or effective safeguard? X Will this machine "fail safe" if one or more utilities are impeded or removed? X Will this machine "fail safe" if sensors, interlocks or operational components fail? X Shasta Bottling, Tukwila Washington lierracon Machine Guarding Assessment Checklist 3/8/2019 Discussion: Are the lockout/tagout points labeled and identified? • Energy isolation (lockout/tagout) points are not currently labeled, however, the client reported to Terracon that they are in the process of developing lockout/tagout procedures with photos of isolation points, as well as labels at those points on the equipment Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist Full -Case Conveyor Upstream of Kister-Kavat lierracon 3/ 8/2019 Requirements for All Locations Y N NA Is there a point -of operation guard? X Are all belts or chain drives fully enclosed by guard? X Are all gears, sprockets, pullies or fly -wheels fully enclosed by guards? X Are all rotating set screws, key ways or collars fully enclosed by guard? X Are all rotating parts, reciprocating or traverse motions fully enclosed by guards? X Can the machine be lubricated without removing the safeguard? X Are all in -running nip point hazards fully guarded for the entire length of the nip? X Is there a procedure for shutting down and locking/tagging out the machine before safeguards are removed? X Are all parts that can entangle, draw -in or trap an operator's clothing or hair fully guarded? Are the kxkout/tagout points labeled and identified? Are all hazards created by high pressure gas or fluid properly guarded or isolated from the work area? X Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine operations and possible malfunction? 1 Do all openings providing access to danger -areas of '/4 inch or greater size properly guarded? X Is there a more practical or effective safeguard? i X Are there warning labels, color -coding or markings to show hazardous areas? ; X X Hazard and Machine Controls Will this machine "fail safe" if sensors, interlocks or operational components fail? Are the on/off or start/stop switches separate, not a "toggle -style" switch, are push- button and/or mushroom head style? X Are they color coded green for start, red for stop? X Are starting and stopping controls within easy reach of the operator? X If there is more than one operator, are separate controls provided? X Are emergency stop buttons, wires or bars provided? X Are the emergency stops clearly identified? X Requirements for All Existing Safeguards Do the safeguards prevent workers' hands, arms and other body parts from making contact with dangerous moving parts? X Are the safeguards firmly secured to the machine? X Are the safeguards tamper-resistant and difficult to remove or bypass? X Do the safeguards permit safe, comfortable and relatively easy operation of the machine? X Are the guards free of hazardous projections, unfinished surfaces, weld splatter, or any other sharp edge? X Do the safeguards ensure that no objects will fall into the moving parts? X Can the machine be lubricated without removing the safeguard? X Is there a procedure for shutting down and locking/tagging out the machine before safeguards are removed? X Are the kxkout/tagout points labeled and identified? X Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine operations and possible malfunction? 1 Is there a more practical or effective safeguard? i X Will this machine "fail safe" if one or more utilities are impeded or removed? X Will this machine "fail safe" if sensors, interlocks or operational components fail? X Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist 1 rerracon 3/ 8/2019 Discussion: Are the lockout/tagout points labeled and identified? • Energy isolation (lockout/tagout) points are not currently labeled, however, the client reported to Terracon that they are in the process of developing lockout/tagout procedures with photos of isolation points, as well as labels at those points on the equipment Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist Kister Kavat Shrinkwrap Packager, Case Conveyor to Spiral, Spiral 3/08/2019 Requirements for All Locations Y N NA Is there a point -of operation guard? X Are the safeguards tamper-resistant and difficult to remove or bypass? Are all belts or chain drives fully enclosed by guard? X Do the safeguards permit safe, comfortable and relatively easy operation of the machine? X Are all gears, sprockets, pullies or fly -wheels fully enclosed by guards? X X Are all rotating set screws, key ways or collars fully enclosed by guard? X X Are all rotating parts, reciprocating or traverse motions fully enclosed by guards? X X { Are all in -running nip point hazards fully guarded for the entire length of the nip? X Are all parts that can entangle, draw -in or trap an operators clothing or hair fully guarded? X Are all hazards created by high pressure gas or fluid properly guarded or isolated from the work area? X Is there a more practical or effective safeguard? Do all openings providing access to danger -areas of % inch or greater size properly guarded? X X X Are there warning labels, color -coding or markings to show hazardous areas? X Hazard and Machine Controls Are the on/off or start/stop switches separate, not a "toggle -style" switch, are push- button and/or mushroom head style? X Are they color coded green for start, red for stop? X i Are starting and stopping controls within easy reach of the operator? X If there is more than one operator, are separate controls provided? X Are emergency stop buttons, wires or bars provided? X i 1 Are the emergency stops clearly identified? X Requirements for All Existing Safeguards Do the safeguards prevent workers' hands, arms and other body parts from making contact with dangerous moving parts? X Are the safeguards firmly secured to the machine? X Are the safeguards tamper-resistant and difficult to remove or bypass? X i Do the safeguards permit safe, comfortable and relatively easy operation of the machine? X Are the guards free of hazardous projections, unfinished surfaces, weld splatter, or any other sharp edge? X Do the safeguards ensure that no objects will fall into the moving parts? X Can the machine be lubricated without removing the safeguard? X { Is there a procedure for shutting down and locking/tagging out the machine before safeguards are removed? X Are the lockout/tagout points labeled and identified? X Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine operations and possible malfunction? X Is there a more practical or effective safeguard? X Will this machine "fail safe" if one or more utilities are impeded or removed? X X Will this machine "fail safe" if sensors, interlocks or operational components fail? Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist 3/08/2019 Discussion: Are all parts that can entangle, draw -in or trap an operator's clothing or hair fully guarded? Do all openings providing access to danger -areas of inch or greater size properly guarded? • Case conveyor downstream of Kister-Kayat discharge is not as wide as the previous conveyor, exposing approximately 3 inches on either side of rotating equipment at intersecting point- Install side guard to prevent possible entanglement. Are the lockout/tagout points labeled and identified? • Energy isolation (lockout/tagout) points are not currently labeled, however, the client reported to Terracon that they are in the process of developing lockout/tagout procedures with photos of isolation points, as well as labels at those points on the equipment. Photo 2 Possible entanglement point, either side of conveyor at intersection with shrink wrap machine Shasta Bottling, Tukwila Washington Machine Guarding Assessment Checklist Overhead Case Conveyor, Palletizer, Wulftech Wrapper lierracon 3/8/2019 Requirements for All Locations Y N NA Is there a point -of operation guard? X Are all belts or chain drives fully enclosed by guard? X Are all gears, sprockets, pullies or fly -wheels fully enclosed by guards? X X Are all rotating set screws, ke wa s or collars fully enclosed by guard? X X X X X Are all rotating parts, reciprocating or traverse motions fully enclosed by guards? Are all in -running nip point hazards fully guarded for the entire length of the nip? X Are the lockout/tagout points labeled and identified? Are all parts that can entangle, draw -in or trap an operator's clothing or hair fully guarded? x Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine o•erations and •ossible malfunction? X Are all hazards created by high pressure gas or fluid properly guarded or isolated from the work area? X Is there a more practical or effective safeguard? X Do all openings providing access to danger -areas of % inch or greater size properly guarded? X Will this machine "fail safe" if one or more utilities are impeded or removed? X X Are there warning labels, color -coding or markings to show hazardous areas? X Will this machine "fail safe" if sensors, interlocks or operational components fail? Hazard and Machine Controls Are the on/off or start/stop switches separate, not a "toggle -style" switch, are push- button and/or mushroom head style? X Are they color coded green for start, red for stop? X Are starting and stopping controls within easy reach of the operator? X If there is more than one operator, are separate controls provided? X Are emergency stop buttons, wires or bars provided? X Are the emergency stops clearly identified? X Requirements for All Existing Safeguards Do the safeguards prevent workers' hands, arms and other body parts from making contact with dangerous moving parts? X Are the safeguards firmly secured to the machine? X Are the safeguards tamper-resistant and difficult to remove or bypass? X X Do the safeguards permit safe, comfortable and relatively easy operation of the machine? Are the guards free of hazardous projections, unfinished surfaces, weld splatter, or any other sharp edge? X Do the safeguards ensure that no objects will fall into the moving parts? X X X Can the machine be lubricated without removing the safeguard? Is there a procedure for shutting down and locking/tagging out the machine before safeguards are removed? Are the lockout/tagout points labeled and identified? X Are existing safeguards adequate to keep safe all personnel from hazards associated with normal machine o•erations and •ossible malfunction? X Is there a more practical or effective safeguard? X Will this machine "fail safe" if one or more utilities are impeded or removed? X X Will this machine "fail safe" if sensors, interlocks or operational components fail? Shasta Bottling, Tukwila Washington lierracon Machine Guarding Assessment Checklist 3/8/2019 Discussion: Are the lockout/tagout points labeled and identified? — Energy isolation (lockout/tagout) points are not currently labeled, however, the client reported to Terracon that they are in the process of developing lockout/tagout procedures with photos of isolation points, as well as labels at those points on the equipment mem SHUTLER MI ■ CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100, Bellevue, WA 98005'8 (425) 450.4075 FAX (425) 450-4076 3-5-2019 Art Hanrehan Shasta 1227 Andover Park East Tukwila, WA 98188 RE: Shasta VP Line Temporary Operation Tukwila, WA Art, We have been asked to review the VP Line to determine if it is safe to operate for a period of one or two days from a seismic restraint perspective. Description of existing conditions and our recommendations are as follows. In the northern portion of the building there are two packaging machines and conveyor lines which Shasta refers to as the "VP Line." The two pieces of machinery are a shrink wrapper, which weighs 10,000 pounds and a palletizer which weighs 35,000 pounds. The conveyor lines are primarily operating at three feet off of the slab, surrounding the shrink wrapper, and a portion which is about fourteen feet off of the slab to bring product to the palletizer. The motorized conveyors weigh fifty pounds per foot, and the unmotorized conveyors at the beginning of the line weigh approximately ten pounds per foot. Also in the north portion of the building are several steel storage racks which exist on the forklift route from the palletizer to the loading dock area. The steel racking consists of two versions, first of which are rated at 4,000 pounds per shelf and the other 5,000 pounds per shelf. Both types of racking consist of three shelves. Current conditions have the racking systems loaded with 4000 pounds of product per shelf. Around the palIetizer there are attached catwalk segments which are part of the machine. Welded to these portions of catwalk, and anchored to the slab are newer segments of catwalk, constructed out of metal grating, angle iron and tube steel columns. Each piece of large machinery is anchored to the slab with eight expansion bolts, half inch diameter for the shrink wrapper, five-eighths inch diameter for the palletizer. Low height conveyors, both motorized and non -motorized, are anchored to the slab with half inch expansion bolts, one per attached foot. Elevated conveyors have one half inch diameter anchor per attached foot. Steel storage racks are anchored to the slab with half inch bolts as well, with at least one per base plate. All catwalk columns and stairs in this section of the building are anchored to the slab with half inch diameter expansion bolts. All of the anchors in this portion of the building, both half inch and five-eighths inch diameter are Wej-it wedge anchors. Embedment of these anchors is understood to be three and a half inches. We have been made aware that a portion of the anchor bolts installed on the storage racks are not properly torqued. We have performed analysis on the anchorage of the items described above and our recommendations follow. Racking systems will need to be unloaded, as the currently installed anchor bolts do not provide the capacity required for overturning. Anchors elsewhere which are loose will need to be tightened to the manufacturer specified torque value of 55 foot-pounds for half inch anchors, 95 foot-pounds for five-eighths inch anchors. All anchors which are installed as part of the VP Line should be checked to verify that the manufacturer specified torque value has been reached For short term operation, we find the above items within the building to be structurally acceptable for seismic resistance. Long term, these anchors will need to be replaced with bolts that have been engineered for each application, approved for seismic resistance in cracked concrete, and their installation special inspected. For now, however, manufacturer capacity values, with a safety factor of four, are well above the demand in the areas checked for this report. If you have any questions please don't hesitate to call us at (425) 450 - 4075, we would be happy to clear them up. Regards, Andy ardman, Project Engineer MIMI Mit TLER _N- CONSULTING ®ME ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB As7R SHEET NO. 5 I OF CALCULATED BY et 14 DATE Q 7 fru (QOM SCALE • ,Ys 1ti h„ 11 1 �� UTLER JOB 't1,11-$"1 • MU!' CONSULTING SHEET NO. r� ®WI ENGINEERS, INC A CALCULATED BY 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 Ry- kJG 4NclioRA(,_ �- L 4tIN(,: D _ax stir - DATE ? /'4 Iaoicj SCALE '1.,4?.A1)b �,�l+ Mac rry - (1'1 19(x13' ,43,� l sa►5�0. 0:-.9 (,of.'-' - 13 (off io4J 711' 603#" ;1114: abb1* 9.7/31 i :. 5L 8 *-) I '' i89 0'a 3bkp# Rbb7w 1:?1•,5' Ab 74 11)„5 I 717*(1.51I-F 'T/I" 11,5-1,j + 17 goof '(1 ) 1 ;bob*► JIA 15%12 /) •1 I I 4.0 s' ,(133 le - S rSMIC. sir Age % C5 ' 6041 5(i }� c.9,39 3 60 1‘)E4 11 NC rl 0Ithr : mot, t, 1� Enos, . Be. 15 1 N s OPPKl;-N1" ® UTLER _U- CONSULTING 1111,11.1110 ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB S " 3/4-r SHEET NO. 5 ' .5 CALCULATED BY kJ+. DATE OF 3/11 f aoi4 FAX (425) 425) 450-4076 SCALE R��a C���1 rcil( . =I%�5 NMI ilIMI ( SHUTLER JOB StljtV . S" CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHEET NO. S .- CALCULATED BY IPI. OF DATE aj51 WC( SCALE 5' 20 IPUTI ER CONSULTING v® ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 JOB $6421-5`1 rf SHEET NO. •S 3 CALCULATED BY 1.04 3/5/aDil DATE SCALE OF 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 I i' !i, i I }t Goodw,ill Tukwila j l - ..... , i. Regal Cinernas Parkway Plaza 12 9 i .Trileitd Or li ,i i' 11 Google Date Design Code Reference Document Risk Category Site Class ill i I' ii OSHPD Work 'n t i6re - Tukw , : The Horne Depot 9 ;! ;r Les Schwab *ire Center IIAS. Map data ►2019 Google 31412019, 8:56:09 AM ASCE7-10 II D - Stiff Soli Type Value Description Ss 1.432 MCER ground motion. (for 0.2 second period) Si 0.534 MCER ground motion. (for 1.0s period) SMS 1.432 Site -modified spectral acceleration value SM1 0.8 Site -modified spectral acceleration value Sos 0.955 Numeric seismic design value at 0.2 second SA Sot 0.534 Numeric seismic design value at 1.0 second SA - - - - Type Value Description ^T SDC D Seismic design category Fa 1 Site amplification factor al 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.588 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.588 Site modified peak ground acceleration T� 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance In 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) SIRT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. SID 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) 0.949 Mapped value of the risk coeffident al short periods S-7 !The Original Wej-It® Wedge Anchors Description The Original WeJ-it Wedge Anchor has been an industry standard for over 62 years. The Original Wej-It anchors provide "positive wedge connections" to minimize wedge loosening due to vibratory loads. Their unique design directs forces away from seams and corners. Key Features & Benefits ► lime -tested, proven reliability - An industry standard for over 60 years ► Fully assembled and ready to use ► Unparalleled job -site convenience - No fixture -moving required ► Bolt Size is Hole Size® eases installation - Allows precision placement of equipment through pre -drilled holes ► Exclusive "positive wedge connections" - Minimizes wedge loosening due to vibratory loads 1 Acceptable materials: - Normal Weight Concrete - Lightweight Concrete - Solid Masonry Applications ► Industrial Equipment ► Garage Lifts ► Vibratory Load Applications ► Pallet Racking ► Sill Plates ► Machinery and Conveyors ,1-203-857-2200 • www.wejlt.com wej-it HIGH-PERFORMANCE ANCHORS wedge arrow component USA ENGINEERED 1_tC� 10 -&- -- --- Diameters: 1/4" - 1" Listings p,ovals Materials: Bolt: C1035 Nut, Washer, and Arrows: C1018 Finish: Zinc plating ASTM B633, Type III, SC1 Federal Specifications: - QQZ-325C, Typell, Class 3 (clear chromate added) - GSA FFS-325, Group 11, Type 4, Class 1 Code Compliance: - Formerly ICC -ES Legacy Report #1821 - 2000 International Building Code (IBC) - 2000 International Residential Code (IRC) - Data Test in accordance with the ICC -ES criteria for Expansion Anchors in Concrete and Masonry Elements (ACOI) dated April 2002. Available upon request. Page 1 of 5 VThe Original Wej-It' Wedge Anchors Installation Information Instructions 1. Drill the hole perpendicular to the work surface. The drill bit diameter will be the same as the anchor diameter that you are installing. To assure full holding power, do not ream the hole or allow the drill to wobble. Drill the hole one anchor diameter deeper than the intended embedment of the anchor, but not closer than two anchor diameters to the bottom (opposite) surface of the concrete. 2. Clean the hole using compressed air and a nylon brush. A clean hole is necessary for proper performance. 3. Insert anchor into hole until washer rests solidly against fixture. 4. Tighten 1-1/2 to 3 turns past hand tight position but to a maximum torque as listed in the table below. NOTE: Always wear safety glasses. Follow drill manufacturer's Instructions. Use only solid carblde-tipped drill bits meeting ANSI B212.15 diameter standards. Installation Data Anchor D'a' (In)k £•(in.), 'Drill Bit Dia. • - T 4d LgF(in.) Min. Embed. (in.) ' Appro)C.;TorgU„g (ft MO -•_' r- 1/4 1/4 1/2 1 8 5/16 5/16 5/8 1-1/4 15 3/8 3/8 3/4 1-1/2 25 1/2 1/2 1 2 55 5/8 5/8 1-1/4 3 95 3/4 3/4 1-1/2 3 170 7/8 7/8 1-3/4 4-1/2 250 1 1 2 5-1/2 300 Length Identification Codes .. Code'; IZ,14tigtiitifAticl q. A 1-1/2 < 2 B 2 <2-1/2 C 2-1/2 < 3 D 3 <3-1/2 E 3-1/2 < 4 F 4 < 4-1/2 G 4-1/2 < 5 H 5 < 5-1/2 I 5-1/2 < 6 .1 6 <6-1/2 Page 2 of 5 ._.Code . ' - Length of A)lcli_ot iii K 6-1/2 < 7 L 7< 7-1/2 M 7-1/2 <8 N 8 <8-1/2 0 8-1/2 < 9 P 9 <9-1/2 Q 9-1/2 < 10 R 10 < 11 5 11<12 T 12<13 we` it 2 3 Length Selection 4 hv: Minimum Embedment Depth t: Attached Material Thickness C: Nut Height' h: Total Anchor Length *Nut height equals anchor diameter. 44 wej-it mansannsumcmi 5-9 The Original Wej-It® Wedge Anchors' Performance Data Ultimate and Allowable Loads (lbs.) - Normal -Weight Concrete Anchor Dia. (in.) - "Embed:. DOA (iii) . Z,>, �•1 Allowable Ultimate ; s_ 2,000 psi 4,000 ps1 6,000 psi 2,000 psi 4,000 psi 6,000 psl Teniloia 'Shier, Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear 1/4 1 273 44 363 580 508 623 1090 175 1450 2320 2030 2490 1-1/8 330 44 440 580 818 623 1320 175 1760 2320 3270 2490 1-1/4 438 44 560 580 868 623 1750 175 2240 2320 3470 2490 1-1/2 465 44 620 580 868 623 1860 175 2480 2320 3470 2490 5/16 1-1/4 515 460 688 633 985 860 2060 1840 2750 2530 3940 3440 1-3/4 598 460 798 633 1115 860 2390 1840 3190 2530 4460 3440 3/8 1-1/2 720 1073 960 1303 1343 1415 2880 4290 3840 5210 5370 5660 2 755 1073 1008 1303 1410 1415 3020 4290 4030 5210 5640 5660 3-1/2 825 1073 1100 1303 1540 1415 3300 4290 4400 5210 6160 5660 4 873 1073 1163 1303 1628 1415 3490 4290 4650 5210 6510 5660 1/2 2 858 1785 1430 2688 2003 2888 3430 7140 5720 10750 8010 11550 2-1/4 870 1785 1448 2688 2028 2888 3480 7140 5790 10750 8110 11550 3-1/2 963 1785 r 1605 2688 2245 2888 3850 7140 6420 10750 8980 11550 4 1083 1785 t 1805 2688 2525 2888 4330 7140 7220 10750 10100 11550 5 1203 1785 2005 2688 2808 2888 4810 7140 8020 10750 11230 11550 5/8 3 1680 2680 2798 3895 3915 4175 6720 10720 11190 15580 15660 16700 3-1/2 1898 2680 3160 4423 4175 7590 10720 12640 15580 17690 16700 3-3/4 2085 2680 3475 3895 4863 4175 8340 10720 13900 15580 19450 16700 4 2158 2680 3595 3895 5033 4175 8630 10720 14380 15580 20130 16700 4-3/4 2295 2680 3825 3895 5355 4175 9180 10720 15300 15580 21420 16700 3/4 3 2895 3885 4825 5250 6755 5775 11580 15540 19300 21000 27020 23100 3-1/2 3063 3885 5105 5250 7148 5775 12250 15540 20420 21000 28590 23100 4 3230 3885 5383 5250 7538 5775 12920 15540 21530 21000 30150 23100 5 3388 3885 5648 5250 7905 5775 13550 15540 22590 21000 31620 23100 7 3863 3885 6435 5250 9010 5775 15450 15540 25740 21000 36040 23100 7/8 4-1/2 3818 - .6363 6275 8908 7180 15270 - 25450 25100 35630 28720 5-1/2 4068 - 6780 6275 9493 7180 16270 - 27120 25100 37970 28720 7 4250 - 7080 6275 9913 7180 17000 - 28320 25100 39650 28720 1 5-1/2 4090 - 6815 8270 9540 8925 16360 - 27260 33080 38160 35700 6 4275 - 7123 8270 9973 8925 17100 - 28490 33080 39890 35700 7 4460 - 7433 8270 10405 8925 17840 - 29730 33080 41620 35700 *Allowable load capacities are calculated using an applied safety factor of 4:1 Lam fAc ` uR LRF b t. 5 x 'rte c mY ,1-203-857-2200 • www.wejit.com Page 3 of 5 VThe Original Wej-It® Wedge Anchors Ultimate and Allowable Loads (lbs.) - Limestone Agqregate - 0 Anchor Dia. " (in.) , Embed. Depth (In.) . 2,00 0 pit Allowable - Ultimate Tension Shear ' Tension Shear 1/4 1-1/8 283 303 1130 1210 1/4 1-3/4 315 303 1260 1210 5/16 1-1/4 328 303 1310 1210 5/16 2 295 303 1180 1210 3/8 1-1/4 250 305 1000 1220 3/8 4 433 305 1730 1220 1/2 1-3/4 385 753 1540 3010 1/2 6 675 753 2700 3010 1 *Allowable load capacities are calculated using an applied safety factor of 4:1 Ultimate and Allowable Loads (bs.) - Unrelnforced Li htwei ht (Idealite Anchor Dia.. 4,-- :zs_ I ' r Embed. Depth . • '._.,' _ '.- - , 5;000 psi L, lin — — . . Allowable -'1",.' s UltiMate -,;-.' Tension : .:0:40. - Tension . Shear 1/4 1-1/2 465 488 1860 1950 5/16 1-1/2 625 765 2500 3060 3/8 1-3/4 783 1073 3130 4290 1/2 2-1/4 1195 2458 4780 9830 5/8 2-1/2 1615 3125 6460 12500 3/4 3-1/2 4323 4763 17290 19050 1 4-1/2 5405 7918 21620 31670 *Allowable load capacities are calculated using an applied safety factor of 4:1 Edge Distance & Spacing ''Utilli: • -..-' _;-:. IN: . • EM-beel epAh _.e. Al, _ ,,; ' . : -,-,.- • .: - . Edge'Olitt _'' RequireMOVig": t-' ' -Spaiing :Requirements (In) 1/4 1-1/8 1-31/32 3-15/16 1-1/2 2-5/8 5-1/4 5/16 1-1/4 2-3/16 4-3/8 1-3/4 3-1/16 6-1/8 3/8 1-1/2 2-5/8 5-1/4 4 3 6 1 /2 2-1/4 3-15/16 7-7/8 5 3-3/4 7-1/2 5/8 3-1/2 6-1/8 12-1/4 4-3/4 8-5/16 16-5/8 3 /4 3 5-1/4 10-1/2 7 5-1/4 10-1/2 7/8 4-1/2 7-7/8 15-3/4 7 7 14 1 5-1/2 9-5/8 19-1/4 7 7 14 Page 4 of 5 wej-it 44 wej-it Order Information -1( The Original Wej-It® Wedge Anchors" Original Wej-lt Wedge Catalog No. Anchors: Zinc Anchor She • (in.) Plated Carhop Min. Embed (In.) Steel Thread Length (in.) Box Quantity Carton Quantity 1413 1/4x 1-3/4 1 1/2 100 600 1423 1/4 x 2-3/4 1 1/2 100 600 1430 1/4 x 3 1 1/2 100 600 5620 5/16 x 2 1-1/4 5/8 100 600 5630 5/16 x 3 1-1/4 5/8 100 600 3820 3/8 x 2 1-1/2 3/4 100 600 3823 3/8 x 2-3/4 1-1/2 3/4 100 600 3832 3/8 x 3-1/2 1-1/2 3/4 50 300 3850 3/8 x 5 1-1/2 3/4 50 300 3860 3/8x6 1-1/2 3/4 50 300 1223 1/2 x 2-3/4 2 1 50 300 1232 1/2 x 3-1/2 2 1 50 300 1250 1/2 x 5 2 1 25 150 1260 1/2x6 2 1 25 150 1270 1/2 x 7 2 1 25 150 5832 5/8 x 3-1/2 3 1-1/4 25 150 5842 5/8 x 4-1/2 3 1-1/4 25 150 5850 5/8 x 5 3 1-1/4 20 120 5860 5/8 x 6 3 1-1/4 15 90 5870 5/8 x 7 3 1-1/4 15 90 3440 3/4 x 4 3 1-1/2 18 108 3450 3/4 x 5 3 1-1/2 12 72 3460 3/4 x 6 3 1-1/2 12 72 3470 3/4 x 7 3 1-1/2 10 60 3482 3/4x8-1/2 3 1-1/2 10 30 3410 3/4 x 10 3 1-1/2 10 30 7880 7/8 x 8 4-1/2 1-3/4 10 30 7810 7/8 x 10 4-1/2 1-3/4 10 30 7812 7/8 x 12 4-1/2 1-3/4 5 15 1080 1 x 8 5-1/2 2 10 30 1010 1 x 10 5-1/2 2 5 15 1012 1 x 12 5-1/2 2 5 15 For more information, please contact: TOGGLER® wej-it HIGH-PERFORMANCE ANCHORS HIGH•PERfORMAI10E ANCHORS Divisions of Mechanical Plastics Corp. 110 Richards Avenue • Norwalk, CT 06854 Phone: 203-857-2200 Fax: 203-857-2201 • E-mail: sales@wejit.com www.toggler.com • www.wejit.com TOGGLER logo and typeface, Wej-It• and High -Performance Anchors' are trademarks of Mechanical Plastics Corp. 02015 Mechanical Plastics Corp. Rev. 6/15 Page 5 of 5 March 5, 2019 Mr. Ben Hayman City of Tukwila Fire Department 6300 Southcenter Blvd. #209 Tukwila, Washington 98188 Project: Shasta Beverages Tukwila, Washington Subject: Shasta Beverages Limited Work Evaluation Dear Mr. Hayman: Coffman Engineers, Inc. (CEI) has been retained by Shasta Beverages to perform an evaluation of the fire protection and life safety at the manufacturing and storage facility located at 1227 Andover Park E, Tukwila, Washington. The evaluation is limited to a visual evaluation. The evaluation will be conducted in accordance with the following applicable codes and standards: • City of Tukwila Fire Code, based upon the 2015 International Fire Code with City of Tukwila and State of Washington amendments (CTFC) • City of Tukwila Building Code, based upon the 2015 International Fire Code with City of Tukwila and State of Washington amendments (CTBC) • NFPA 13 Standard for the Installation of Sprinkler Systems, 2019 Edition (NFPA 13) per Tukwila Municipal Code Section 16.42.020. • Tukwila Municipal Code Title 16 Buildings and Construction (TMC) The facility was inspected by the City of Tukwila Fire and Building Department and is currently under a work stoppage until further evaluation. A site walk was conducted on Friday March 1, 2015 with Shasta Beverages, CEI, Shutler Consulting Engineers Inc. (Structural Engineer) and the City of Tukwila Fire and Building Department. During the site walk it was identified by Shasta Beverages that some existing product in the northern section of the warehouse will require repackaging and shipment or may be considered unusable by March 10, 2015. It was identified by Shasta Beverages that this repackaging effort would require approximately 6 employees for 12 hours ("Interim Work"). It was also identified that the scope of work would be limited to the north section of the warehouse ("Limited Area") and equipment identified within Attachment #1 (see attachment #1 for clarification). It was requested by the City of Tukwila that CEI and the Structural Engineer evaluate the hazards associated with this Interim Work while the building is being fully evaluated. The north section of the warehouse, in accordance with riser placard information, is protected by an ESFR sprinkler system, utilizing K16.8 pendent sprinklers, designed to a minimum operating pressure of 35 psi. 12 sprinklers were calculated as a portion of the design. The commodity classification is identified as Class I-IV to a maximum storage height of 25 feet on the riser. However, the ceiling height is 25 feet and storage should not be found within 3 feet of ESFR SEATTLE 1 1101 2'4 Ave.. Ste. 400 1 Seattle.WA 98101-2923 1 206.623.0717 LASTING creatvty resuhs relationships www.coffman.com Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 sprinklers in accordance with NFPA 13 Section 14.2.12. Therefore, the maximum storage height should be 22 feet. The commodities located within the north section of the warehouse include the following: PET bottles (Class I-IV), Wood Pallets (High -Hazard), Cardboard Boxes (Class III- IV) and Aluminum Cans (Class I). The wooden pallets can be stored to a height of 22 feet in accordance with NFPA 13 Table 20.14.1.2(c). The Class I-IV commodities can be stored to a height of 22 feet in accordance with NFPA 13 Table 23.3.1 (solid pile) and NFPA 13 Table 23.5.1 (racks). Additionally, the sprinkler system is sufficient for the storage of Group A cartooned nonexpanded plastics if found within this area in accordance with NFPA 13 Table 23.4.2 and NFPA 13 Table 23.6.1. The maximum pile dimension for Class I-IV commodities is 100 feet and for idle pallets is 50 feet per CTFC Table 3206.2. This area is provided with audible and visual fire alarm notification and manual fire alarm stations at each exit. An automatic fire alarm system is required by TMC Section 16.40.010 in all new structures. However, this does not appear to be applicable to the existing structure. Fire extinguishers (3-A:40-B:C) are readily indicated by red column paint and signage. They are located approximately every other column and are positioned in accordance with CTFC Section 906. CEI conducted site surveys of the entire building on March 2nd and March 4th. The entire building report is still being developed. However, since the Interim Work is isolated to the north section of the warehouse (Limited Area), the deficiencies associated with the north section of the warehouse were identified as a portion of this evaluation. Pictures of the deficiencies can be found in Attachment #3 for reference (see Attachment #3 for clarification). Found below are a list of the deficiencies as a result of the visual evaluation which correspond to locations identified in Attachment #2 and #3: 1. The rear exit door swings into the building (against the path of egress) and discharges on the rail track. Exit discharge must provide safe access to a public way in accordance with CTBC Section 1028.5. Doors serving an occupant load of 50 or more should swing in the direction of egress in accordance with CTBC Section 1010.1.2.1. This appears to be an existing non-compliant condition. This does not appear to be a required means of egress in accordance with CTBC for this facility. Further discussion regarding this issue may be required. In the interim, it is recommended this is not utilized as an exit. 2. Exit discharge to a public way is not provided to the northern portion of the facility in accordance with CTBC Section 1028. The minimum width or required capacity of exit discharge components shall not be less than the minimum width or required capacity of the exits being served in accordance with CTBC Section 1028.2. The gate to the northern drive is locked with a pad -lock, allowing only a 2 -foot gap along the fence line. A man gate exists through the northern fence which also utilizes a pad -lock (although provided with a firefighter key -box). In the event of an emergency there is the potential for both the man -gate and security gate along the drive to be locked. Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Exit discharge should be revised to provide proper access to the public way for occupants. In the interim, it is recommended that all locked exit discharge components remain unlocked. 3. Isolated and continuous obstructions exist that are wider than 2 feet. ESFR sprinkler obstructions must comply with NFPA 13 Section 14.2.11.2 and 14.2.11.3. This limits the obstruction width of ESFR sprinklers to 2 feet, unless other exceptions are met. It does not appear that the obstructions identified comply with the available exceptions. For example, the unit heaters located near the ceiling level, open grating and the conveyors within this portion of the warehouse would be considered obstructions. Sprinklers should be installed underneath these obstructions in accordance with NFPA 13 Section 14.2.11. The equipment on site should not be considered an obstruction. Sprinklers are not required to be installed within mechanical equipment not intended for occupancy in accordance with NFPA 13 Section 9.2.10. Further discussion is required regarding the approach to protection underneath obstructions and any potential for an alternate method to prevent combustible loading underneath the obstructions. In the interim, it is recommended that combustibles are not stored underneath obstructions. 4. A security gate is installed on the northwest exit from the facility that swings in the opposite direction of the exit door. The space between two doors in a series shall be 48 inches minimum plus the width of a door swinging into the space. Doors shall be arranged to comply with CTBC Section 1010.1.8. It is recommended that the security gate is removed. In the interim, it is recommended that the security gate is either removed or maintained in the open position. 5. Exits along the main egress path within the north section of the warehouse are not clearly identified. The path of egress travel to exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants in accordance with CTBC Section 1013.1. It is recommended that clear paths are maintained to exits and they are clearly identified from the main egress path within the north section of the warehouse. 6. A condition exists in Section J of the warehouse where solid piled storage is placed adjacent to rack storage without aisle separation. Solid pile storage and rack storage should be separated by aisles in accordance with CTFC Section 3206.9.1 and NFPA 13. Aisles shall be maintained in accordance with CTFC Section 3205.4. Maintain aisle a minimum 44 in. aisle width between solid pile and rack storage. 7. Flammable and combustible liquids (including waste containers) were found stored adjacent to ordinary combustibles. Flammable and combustible liquids, including waste Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 containers, should not be stored within 8 feet of ordinary combustibles in accordance with CTFC Section 5704.2.6 and 5704.3.3.8. Additionally, flammable and combustible liquids should not be located near paths of egress in accordance with CTFC Section 5704.3.3.3. The flammable and combustible liquids should be relocated and stored no more than 3 feet high. Ultimately, flammable and combustible liquid storage cabinets will be utilized. However, in the interim, the flammable and combustible liquids should be relocated away from combustibles and the Limited Area in accordance with CTFC Section 5704. In addition to the deficiencies noted above CEI proposes that a fire watch is employed for the duration of the interim work in accordance with City of Tukwila requirements. In conclusion, CEI recommends the following interim measures for the Interim Work proposed by Shasta Beverages: 1. During operations, do not utilize the western exit from the northern portion of the warehouse. 2. Maintain unlocked exits in accordance with Item #2 above. 3. Remove combustible loading beneath obstructions identified in Attachment #2. 4. Remove security gate or maintain open during Interim Work as per Item #4 above. 5. Remove flammable and combustible liquids from the Limited Area and relocate in accordance with CTFC Section 5704. 6. Maintain aisle widths and clear paths of egress for the areas of work. 7. Provide fire watch in accordance with City of Tukwila requirements, as referenced by City of TMC Section 16.16.075, for the duration of Interim Work. Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 The opinions and potential solutions contained herein are based solely on a visual inspection of the Limited Area of the facility. The opinions and potential solutions provided in this evaluation are limited to the sole purpose of providing information so that Shasta Beverages may facilitate completion of the Interim Work. No evaluation of the remainder of the facility outside of the Limited Area has been performed and opinions regarding the remainder of the facility should not be implied from this evaluation. A more thorough report based upon inspection of the remainder of the facility will result in an additional evaluation that contains additional opinions and potential solutions. If you have any questions or comments relating to this report, please feel free to contact me at 206-623-0717. Sincerely, COFFMAN ENGINEERS, INC. David Gramlich, P.E. Fire Protection Engineering dg: Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Attachment #1: Limited Area • • 1SV3 )laud 83ADQNV LZZ 554P55 EEO ESSE IREMIR PERM ERSE SIM TEES MEM EES MEM ■ONE RMS.. SEMS SES SEER SEE SEE _i ` r i 1 V I I 1 1 1 1 1 1 EEEtEED i 1 1 l 1 1 1 ❑ ❑ Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Attachment #2: North Warehouse Deficiencies • • gg JSV3 )l Vd 213AOONV LUL gPggPg Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Attachment #3: Pictures of Deficiencies for Reference Figure 1. l.:rir nn /0 Rail Track Associated with Item / 4 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Figure 2. f'ehicle Gate Associate./ licir Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Figure 3. ;t1an-Gate Associated with Item #2 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 4 Figure 4. Obstructions associated with !tern #3 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Figure 5. Obstructions to Sprinkler Discharge (rollers in front and mechanical platform) .associated with /tent 43 4 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Q Figure 6. Unit Heater Obstruction Associated with Item #3 0 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 0 Figure 7. Security crate Associated with Item Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 Figure 8. Flammable and Combustible Liquid Storage Associated 111117 Item 0 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 0 Figure 9. Flammable and Combustible Liquid Storage Associated with Item 47 Mr. Ben Hayman City of Tukwila Fire Department March 5, 2019 Page 17 0 Figure 10. Flammable and Combustible Liquid Waste Storage AssociairJ i,/i tic ri 9a51L ShUstCY B ever()ges A National Beverage C°c p(Pi lnc Maintenance Action Items (As required by the City of Tukwila - April 3, 2019) • Fabricate and add additional tabs to footings in kind, on Can Line 1 machinery and conveyor supports legs. • Drill and install anchoring bolts on new tabs per code. -Otto Rosenau will conduct a special inspection to certify all masonry anchors. • Address all action items on the PSE Electrical report to obtain the UL equivalent certification for the Shrink -wrapper and De-palletizer. • Inspect the operational integrity of Can Line 1 Machinery'**. It is necessary to evaluate and inspect all Can Line Machinery as it has been sitting powered down for an extended amount of time. • Install additional Emergency Egress Signage. • Evaluate emergency egress lighting and develop a plan to add additional lighting where necessary, as per code. • Delineate the area of Can Line 1 from Can Line 2 using a barrier, e.g. chain link fencing. • Restrict access to the Break Room, Conference Room, Locker Rooms, and New Laboratory by locking the doors, restricting all accessible points from employees, and adding signage. FPE Corrective Action Items (As required by the City of Tukwila - April 3, 2019) • Wiring is found utilizing sprinkler piping and air supply piping from compressor as a support. Sprinkler system components shall not be utilized to support non -system components in accordance with NFPA 13 Section 4.9. Remove wiring from sprinkler system components. • An escutcheon was found damaged in original plant mezzanine conference room. This escutcheon should be repaired. • Fire sprinkler risers are located within a chain -linked enclosure in the maintenance area: a) Locking arrangement requires a passcode. Access should be provided to fire sprinkler risers to fire department. Revise door locking arrangement. Back-to-back shelf storage is found on the new upper mezzanine; above the maintenance area. Total shelf depth is 36 inches. The shelves are 70 inches high. Shelves contain cartooned Group A plastics. A vertical barrier does not separate the front and back of shelves. Additionally, the shelf storage contains open -top plastic containers. Tops should be provided to the open -top containers or located on the lowest shelf. Backs should be provided for the shelves in accordance with NFPA 13 Page 1 of 2 Section 3.3.12. This will allow tor the area to be protected in accordance with Ordinary Hazard Group 2 requirements per NFPA 13 Table 21.3.1. b) Provide open -top containers with lids or relocate open -top containers to lowest tier of shelves in accordance with NFPA 13 Section 20.3.3. Install vertical barrier (3/8 -inch plywood, particle board or .78 mm sheet metal) for back-to-back shelf storage in accordance with NFPA 13 Section 21.3.1. Maintain aisle width of 5 feet. • Clear paths to exits are not clearly identified, defined or maintained within the warehouse expansions. Fire department access doors and exit doors shall not be obstructed in accordance with CTFC Section 3205.4. The path of egress travel to exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants in accordance with CTBC Section 1013.1. Maintain and identify clear paths to exits. • Exit discharge to a public way is not provided to the north warehouse expansion and southwest corner of the facility in accordance with CTBC Section 1028. The minimum width or required capacity of exit discharge components shall not be Tess than the minimum width or required capacity of the exits being served in accordance with CTBC Section 1028.2. The gate to the northern drive is locked with a pad -lock, allowing only a 2 - foot gap along the fence line. A man gate exists through the northern fence which also utilizes a pad -lock (although provided with a firefighter key -box). The southwest gate does not offer any man access. In the event of an emergency there is the potential for both security gates along the drives to be locked. • Relocate compressed gas cylinders away from fire alarm panel and fire sprinkler risers. • During the survey it was identified that hazardous material storage was not properly segregated or maintained from ordinary combustibles. Additionally, waste containers were not properly stored as full containers. For example, discarded containers were found behind sugar tanks, oil was stored next to combustibles and old containers in outdoor oil storage area not properly disposed. Hazardous material storage should be properly managed throughout the facility. • Aerosols should be segregated in their own flammable liquid storage cabinets. • Maintain 5 feet separation between vent or fill openings from unclassified electrical equipment during oil transfer. All electrical equipment within 3 feet of drum filling in outdoor oil fill station should be electrically classified as Class 1 Division 1. Electrical equipment within 3-5 feet should be classified as Class 1 Division 2 and also extending 10 feet in all directions 18 inches above the floor. • Hazardous materials placards at facility should be updated to reflect HMIS NFPA information. • Maintain oil transfer within the oil drum storage area over containment pallets large enough to contain a spill from the largest container. • 120-B:C Extinguisher for outdoor oil drum area should be inspected. Replace all missing inspection tags. **No production will be run, only routine maintenance and rotational inspections will be conducted to insure operator safety and machine functionality** Page 2 of 2 PR A S. david kehle April 2, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 CE19-0026 Tenant Improvement Action Items per site visit today Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached list of action items that Shasta Beverages wants to accomplish per various reports that have addressed housekeeping and deficiencies in the plant as it exists today. Letting the appropriate team members in to accomplish these tasks will expedite the opening of Can Line 1, the obvious goal. I believe these address what was discussed by all parties at the walk through today. Please accept for permit review and allow construction occupancy of the structure. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com N March 7, 2019 City of Tukwila Allan Ekberg, Mayor Fire Department Jay C. Wittwer, Fire Chief Mr. Nick Heaton Shasta Beverages 1227 Andover Park East Tukwila, WA 98188 Dear Mr. Heaton: Based on the engineers' technical report from Coffman engineers dated March 5, 2019 and the technical report from Shutler Consulting Engineers dated March 5, 2019, the Tukwila Fire Marshal's Office will allow the temporary operation for one 12 -hour shift and a total of 7 personnel in the VP line only, subject to the following conditions: • All unpermitted racking must be unloaded and disassembled. • During operations, do not utilize the western exit from the northern portion of the warehouse. • Maintain exits in the unlocked condition. • Remove all combustible loading from beneath equipment. • Remove security gate or secure in open position during interim work. • Remove flammable and combustible liquids from the work area. • Maintain aisle widths and clear paths of egress in the area of work. • Provide fire watch for the entire facility in accordance with City of Tukwila requirements as referenced by TMC Section 16.16.075 until notified otherwise. These conditions are for Tukwila Fire Department approval only. Prior to any operations taking place, approval must also be obtained from the Tukwila Building Department. Please notify this office of the date and time the temporary operations will begin. Sincerely, Battalion Chief Ben Hayman City of Tukwila Fire Marshal Tukwila Fire Marshal's Office • 6300 Southcenter Blvd, Suite #209 • Tukwila, Washington 98188 • Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov Some Examples of unpermitted work at Shasta on 3/1/19 Very Targe two-story building inside the warehouse without proper fire alarm coverage and unknown sprinkler design. 1 Very large two-story building that was illegally built inside the warehouse. Without proper fire alarm coverage and unknown type of sprinkler design. 2 Unstable stairs coming out of an illegal 2 story structure built in the warehouse. 3 4 Another building inside the warehouse without proper fire alarm coverage and unknown sprinkler design. 5 Mezzanine built over main sprinkler risers and „, unpermitted sprinkler installation. 6 New mezzanine and office built. Large parts storage on top of mezzanine. 7 New cinderblock walls near Ammonia tanks that are obstructing sprinkler system and building inside warehouse. 8 Large structure without proper Fire Alarm 04 coverage and unknown 41 sprinkler protection. 9 C New cinderblock walls near Ammonia tanks that are obstructing sprinkler system. 10 L near Ammonia tanks that are obstructing sprinkler system. 11 0 12 0 Unsecured catwalk above production line and no sprinkler protection. 13 FRQULA Froula Alarm Systems, Inc. 861 Industry Drive • Tukwila WA 98188-3411 Phone: 206-575-1962 • Fax: 206-575-8168 December 18, 2019 Fire Alarm System Submittals For Shasta Tukwila Tenant Improvement 1227 Andover Park East Tukwila, Washington 98188 Abr. FROULA ALAMM SYSTEMS. Inc. Froula Alarm Systems, Inc. 861 Industry Drive • Tukwila WA 98188-3411 Phone: 206-575-1962 • Fax: 206-575-8168 Manufacturer Silent Knight AES AES Silent Knight Silent Knight Silent Knight Silent Knight Silent Knight Cooper/Wheelock Cooper/Wheelock Cooper/Wheelock Interstate Coleman Coleman Shasta Tukwila Tenant Improvement Model No. 6808 7707-88-ULP-M 7794A SK -Photo -W B300-6 SK -Pull -SA SK -Monitor SK -Relay HSR STRC HSRC BSL1075 98820 98420 December 18, 2019 Table of Contents Fire Alarm System Description Addressable Fire Alarm Control Panel Fire Subscriber Transceiver IntelliPro Fire Full Data Module Addressable Smoke Detector Detector Base Addressable Pull Station Addressable Input Module Addressable Relay Module Multi -Candela Wall Mount Horn/Strobe Multi -Candela Ceiling Mount Strobe Multi -Candela Ceiling Mount Horn/Strobe 12V 7.2AH Battery 18-2 FPLR Wire 14-2 FPLR Wire • x. yarautte?pbum Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 ' , ,,•••,;•,;:,m,•:4,-47,,,,,,R,..tv,t,,,,,,;,,i.,,40,,,,';,,v,:;!,'" ,z4or:‘...N.,,,W,a."-,•;,;',,,;-.,,:::" '• , • ,:;a:::','",;•:, :;‘,,',,' •:e•;:•• •':;;V::,,,,.f.: ,:•,,,,, ,--.5-,-,- ?.• •;.:,..,,•„ • ::, , ," •,,• ,•,••; ,„W",,' :•,.4,3:•.,,,,' 5-, ' • VW.,,,!;, --,:•,:k.'•:, ••',4!,,,,W,'• " • 4,:-,;',0m:A,•,, ,,,,,,,-,•;: -,• •':•;;,,,,,,,,, • ,-:,:', ...<•-:-., • i 3,-,..1,,,'',:: ..., ,..,,,,. • - ,',7:' .:'' , • ' ' , . ' , . ., Job Number S18-141 Design Engineer Queen Job Name Shasta Beverages State Certification/License Number Address 1 1227 Andover Park E AHJ . Address 2 Tukwila WA 98188 _ Job Site/Building Address 3 Drawing Name S18-141 - Shasta $940,1*,7.,'1'114:70Xt '';'.?',1%;'',4k.,'(.::?',"TiV-`;i" Most Demanding Sprinkler Data 11.2 K -Factor 40.00 at 12.76 Occupancy Extra Hazard Group II - RA#1 Job Suffix Hose Allowance At Source 500.00 Density 0.40gpm/ft2 Area of Application 2500.00ft2 (Actual 2504.48ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinklers Calculated 26 Coverage Per Sprinkler 100.00ft2 r wassitimmins STATS OMITIFICATS OF OlIMPSTIINCY FIRS PROTIOT11011SPIUNKLER SYMMS Theodore M. Queen ‹r- ... 4930-0205-C Level 3 • V Archer Construction, Inc. (-4 A9DFI 1 Total Hose Streams 500.00 System Flow Demand 1448.22 Total VVater Required (Including Hose Allowance) 1948.22 Maximum Pressure Unbalance In Loops 0.00 ...,1-ip.1* , Maximum Velocity Above Ground 62.85 between nodes 1012 and 1011 . Sionature Maximum Velocity Under Ground 8.40 between nodes 102 and 103 Volume capacity of Wet Pipes 3644.89gal Volume capacity of Dry Pipes , ' .....,,,,i ,.T,T, gizpV k'%,eii:',.; '‘,0Pfs;Z•',,,,MV.,ti.;',.4.•na'S 'n;',,A:V,WW,,,VI,' ,,A,, ', ••,"i:,';',(', •,,,,0',' ''', •• ,w„4,?‘„,,4,,,,,:''''.,",,r ''',, vz., c :ffit ...sx' -,,,,,,,m,z,f,•C : „,re.',f r'r • , , , Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 500.00 148.00 20.00 7200.00 136.60 1948.22 , 124.53 12.07 ir ' '" '4 ''! '!''' 4 '):,it4-- 0- '-'• ::- ':: 4,6: -.."0 -M4204 -"v• ' • :,--,"8.:•&'*,'",,,,,,,'"t -. ,,. - Y , '• , $ ' '44i41, .,:r.,;ff,.--* ---*LAN•t,,,,,0' ,,,A,",,,,,,e. Contractor Number 22 Contact Name Contact Title Name of Contractor Archer Construction . Phone I I Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail . Address 3 1 Web -Site 1 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:26AM Page 1 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 Water Supply at Node 100 150 4 I Static Pressure 148.00 135 1448.22 M 1948.22 @ 124.53 1 with hose streams 120 105 90 .y 0 75 N d a 60 System demand curve 45 30 7200.00 @ 20.00 15 4 11 M11111111111111111 11111111 L11 L111 1_1_11_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 I I 1 I I I I I 11 1_1 J I M 0 94002800 4200 5600 7000 8.400 9800 Water flow, gpm 11200 12600 14000 Hydraulic Graph Water Supply at Node 100 Static. Pressure 148.00 Residual. Pressure 20.00 @ 7200.00 Available Pressure at Time of Test 136.60 @ 1948.22 System Demand 124.53 @ 1448.22 System Demand (Includes) Hose Allowance at Source) 124.53 @ 1948.22 (! © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:28AM Page 2 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 2003 58.28 40.00 11.2 27.08 Sprinkler 2004 58.65 40.00 11.2 27.43 Sprinkler 2005 59.98 40.00 11.2 28.68 Sprinkler 2006 49.69 40.00 11.2 19.68 Sprinkler 2007 44.15 40.00 11.2 15.54 Sprinkler 2008 42.56 40.00 11.2 14.44 Sprinkler 2010 57.98 40.00 11.2 26.80 Sprinkler 2011 59.22 40.00 11.2 27.96 Sprinkler 2012 60.54 40.00 11.2 29.22 Sprinkler 2013 56.93 40.00 11.2 25.83 Sprinkler 2014 46.44 40.00 11.2 17.19 Sprinkler 2015 41.15 40.00 11.2 13.50 Sprinkler 2016 ' 40.00 40.00 11.2 12.76 Sprinkler 2019 64.40 40.00 11.2 33.07 Sprinkler 2020 64.81 40.00 11.2 33.48 • Sprinkler 2021 66.25 40.00 11.2 34.99 Sprinkler 2022 54.98 40.00 11.2 24.10 Sprinkler 2023 48.90 40.00 11.2 19.06 Sprinkler 2024 47.14 40.00 11.2 17.71 Sprinkler 2026 68.12 40.00 11.2 36.99 Sprinkler _ 2027 69.54 40.00 11.2 38.55 Sprinkler 2028 71.05 40.00 11.2 40.25 Sprinkler 2029 66.84 40.00 11.2 35.61 Sprinkler 2030 54.71 40.00 11.2 23.86 Sprinkler 2031 48.61 40.00 11.2 18.84 Sprinkler 2032 47.28 40.00 _ 11.2 17.82 c:s Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:30AM Page 3 Report Description Job Number: S18-141 Extra Hazard Group II - RA#1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 100 -4-6 S 124.53 1448.22 2003 23-51/2 Spr(-27.08) 27.08 58.28 2004 23-51/2 Spr(-27.43) 27.43 58.65 2005 23-51/2 Spr(-28.68) 28.68 59.98 2006 23-5 Spr(-19.68) 19.68 49.69 2007 23-41/2 Spr(-15.54) 15.54 44.15 2008 23-4 Spr(-14.44) 14.44 42.56 2010 23-51/2 Spr(-26.80) 26.80 57.98 2011 23-51/2 Spr(-27.96) 27.96 59.22 2012 23-51/2 Spr(-29.22) 29.22 60.54 2013 23-51/2 Spr(-25.83) 25.83 56.93 2014 23-51/2 Spr(-17.19) 17.19 46.44 2015 23-51/2 Spr(-13.50) 13.50 41.15 2016 23-5% Spr(-12.76) 12.76 40.00 2019 23-5'h Spr(-33.07) 33.07 64.40 2020 23-5% Spr(-33.48) 33.48 64.81 2021 23-5% Spr(-34.99) 34.99 66.25 2022 23-51/2 Spr(-24.10) 24.10 54.98 2023 23-5'/2 Spr(-19.06) 19.06 48.90 2024 23-5V2 Spr(-17.71) 17.71 47.14 2026 23-5'/2 Spr(-36.99) 36.99 68.12 2027 23-51/2 Spr(-38.55) 38.55 69.54 2028 23-51/2 Spr(-40.25) 40.25 71.05 2029 23-51/2 Spr(-35.61) 35.61 66.84 2030 23-51/2 Spr(-23.86) 23.86 54.71 2031 23-51/2 Spr(-18.84) 18.84 48.61 2032 23-51/2 Spr(-17.82) 17.82 47.28 101 -4-6124.18 102 -4-6 116.10 103 0-6 PIV(4-0) 110.58 104 22-21/2 E(18-0) 99.69 105 22-21/2 C(31-7) 97.40 1000 23-51/2 T(6-0) 32.53 1001 23-51/2 24.61 1002 23-5% T(10-0) 34.46 1003 23-5'/2 25.17 1004 23-514 T(6-0) 39.62 1005 23-5'h 30.06 1006 23-51/2 T(10-0) 47.30 1007 23-51/2 34.71 1008 22-216 T(12-0) 37.40 1009 22-21/2 T(12-0) 40.67 1010 22-21/2 P0(12-0) 45.38 1011 22-21/2 P0(12-0) 55.50 1012 22-21/2 T(12-0) 74.78 1013 22-21/2 T(12-0) 84.28 © M.E.P.CAD, Inc. +;¢l AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:31 AM Page 4 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 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 BL 1.4420 40.00 7.86 120 0.099610 7-6 Pf 0.75 2016 23-51/2 40.00 11.2 12.76 Sprinkler Pe 2015 23-51/2 13.50 7-6 Pv BL 1.4420 81.15 15.94 120 0.368742 10-0 Pf 3.69 2015 23-51/2 41.15 11.2 13.50 Sprinkler Pe 2014 23-51/2 17.19 10-0 Pv BL 1.4420 127.59 25.07 120 0.851638 9-41/2 Pf 7.98 2014 23-51/2 46.44 11.2 17.19 Sprinkler Pe 1003 23-51A 25.17 9-4% Pv BL 1.3800 127.59 27.37 120 1.054884 0-7% Pf 0.67 1003 23-51/2 25.17 Pe 2013 23-51h 25.83 0-7% Pv BL 1.6100 184.52 29.08 120 0.985323 0-9 Pf 8.63 2013 23-51/2 56.93 11.2 25.83 Sprinkler, 8-0 Pe 1002 23-5% 34.46 T(8-0) 8-9 Pv RN 2.4690 362.27 24.28 120 0.427841 1-3 Pf 5.67 1002 23-5% 177.75 34.46 Flow (q) from Route 5 12-0 Pe 0.54 1009 22-2% 40.67 T(12-0) 13-3 Pv CM 3.0680 675.59 29.32 120 0.470519 10-0 Pf 4.71 1009 22-21/2 313.32 40.67 Flow (q) from Route 2 Pe 1010 22-2Y2 45.38 10-0 Pv CM 3.0680 1022.07 44.36 120 1.012058 10-0 Pf 10.12 1010 22-21/2 346.48 45.38 Flow (q) from Route 3 Pe 1011 22-21/2 55.50 10-0 Pv CM 3.0680 1448.22 62.85 120 1.928472 10-0 Pf 19.28 1011 22-21/2 426.15 55.50 Flow (q) from Route 4 Pe 1012 22-2Y2 74.78 10-0 Pv CM 3.5480 1448.22 47.00 120 0.950121 10-0 Pf 9.50 1012 22-21/2 74.78 Pe 1013 22-21/2 84.28 10-0 Pv CM 4.0260 1448.22 36.50 120 0.513409 5-61/2 Pf 13.12 1013 22-2% 84.28 20-0 Pe 105 22-21/2 97.40 C(20-0) 25-61/2 Pv CM 7.9810 1448.22 9.29 120 0.018331 88-11% Pf 2.29 105 22-21/2 97.40 36-0 Pe 104 22-2% 99.69 2E(18-0) 124-11% Pv FR 7.9810 1448.22 9.29 120 0.018331 21-8% Pf 1.47 104 22-2% 99.69 4-0 Pe 9.41 103 0-6 110.58 ALV( -1.00), PIV(4-0) 25-81/2 Pv UG 8.3900 1448.22 8.40 140 0.010805 249-7Y2 Pf 3.36 103 0-6 110.58 61-1 Pe 2.17 102 -4-6 116.10 2E(30-6%) 310-81% Pv UG 8.3900 1448.22 8.40 140 0.010805 7-6 Pf 8.08 102 -4-6 116.10 Pe 101 -4-6 124.18 BFP(-8.00) 7-6 Pv UG 8.3900 1448.22 8.40 140 0.010805 25-6% Pf 0.35 101 -4-6 124.18 6-9% Pe 100 -4-6 124.53 GV(6-9Y2), S 32-4 Pv 500.00 Hose Allowance At Source 100 1948.22 Route 2 BL 1.4420 42.56 8.36 120 0.111732 10-0 Pf 1.12 2008 23-4 42.56 11.2 14.44 Sprinkler Pe -0.02 2007 23-4% 15.54 10-0 Pv BL 1.4420 86.71 17.03 120 0.416786 10-0 Pf 4.17 2007 23-41/2 44.15 11.2 15.54 Sprinkler Pe -0.02 2006 23-5 19.68 10-0 Pv BL 1.4420 136.40 26.80 120 0.963602 5-1% Pf 4.94 2006 23-5 49.69 11.2 19.68 Sprinkler Pe -0.01 1001 23-5% 24.61 5-1% Pv BL 1.3800 136.40 29.26 120 1.193569 0-7% Pf 7.91 1001 23-5% 24.61 6-0 Pe 1000 23-5% 32.53 T(6-0) 6-7% Pv RN 2.4690 313.32 .. 21.00 120 0.327076 1-3 Pf 4.33 1000 23-5% 176.92 32.53 Flow (q) from Route 6 12-0 Pe 0.54 1008 22-2% 37.40 T(12-0) 13-3 Pv CM 2.4690 313.32 21.00 120 0.327076 10-0 Pf 3.27 1008 22-21/2 37.40 Pe 1009 22-21/2 40.67 10-0 Pv .= Route 3 (� © M.E.P.CAD, Inc. MAutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:33AM Page 5 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.4420 47.14 9.26 120 0.134967 10-0 Pf 1.35 2024 23-51/2 47.14 11.2 17.71 Sprinkler Pe 2023 23-51/2 19.06 10-0 Pv BL 1.4420 96.04 18.87 120 0.503520 10-0 Pf 5.04 2023 23-51/2 48.90 11.2 19.06 Sprinkler Pe 2022 23-51/2 24.10 10-0 Pv BL 1.4420 151.02 29.67 120 1.163329 5-11/2 Pf 5.96 2022 23-51/2 54.98 11.2 24.10 Sprinkler Pe 1005 23-51/2 30.06 5-11/2 Pv BL 1.3800 151.02 32.39 120 1.440961 0-71/2 Pf 9.56 1005 23-51/2 30.06 6-0 Pe 1004 23-51/2 39.62 T(6-0) 6-71/2 Pv RN 2.4690 346.48 23.22 120 0.393989 1-3 Pf 5.22 1004 23-51/2 1,95.46 39.62 Flow (q) from Route 7 12-0 Pe 0.54 1010 22-21/2 45.38 P0(12-0) 13-3 Pv :es Route 4 BL 1.4420 47.28 9.29 120 0.135734 7-6 Pf 1.02 2032 23-51/2 47.28 11.2 17.82 Sprinkler Pe -0.00 2031 23-51/2 18.84 7-6 Pv BL 1.4420 95.90 18.84 120 0.502145 10-0 Pf 5.02 2031 23-51/2 48.61 11.2 18.84 Sprinkler Pe -0.00 2030 23-51/2 23.86 10-0 Pv BL 1.4420 150.61 29.59 120 1.157461 9-41/2 Pf 10.84 2030 23-51/2 54.71 11.2 23.86 Sprinkler Pe 1007 23-51/2 34.71 9-41/2 Pv BL 1.3800 150.61 32.31 120 1.433692 0-71/2 Pf 0.91 1007 23-51/2 34.71 Pe 2029 23-51/2 35.61 0-71/2 Pv BL 1.6100 217.44 34.27 120 1.335056 0-9 Pf 11.69 2029 23-51/2 66.84 11.2 35.61 Sprinkler, 8-0 Pe 0.00 1006 23-51G 47.30 T(8-0) 8-9 Pv RN 2.4690 426.15 28.56 120 0.577797 1-3 Pf 7.66 1006 23-51/2 208.71 47.30 Flow (q) from Route 8 12-0 Pe 0.54 1011 22-2'/2 55.50 P0(12-0) 13-3 Pv ID Route 5 BL 1.6100 57.98 9.14 120 0.115755 10-0 Pf 1.16 2010 23-5% 57.98 11.2 26.80 Sprinkler Pe 2011 23-51A 27.96 10-0 Pv BL 2.0670 117.21 11.21 120 0.126042 10-0 Pf 1.26 2011 23-51/2 59.22 11.2 27.96 Sprinkler Pe 2012 23-51/2 29.22 10-0 Pv BL 2.0670 177.75 17.00 120 0.272333 9-3 Pf 5.24 2012 23-51/2 60.54 11.2 29.22 Sprinkler, 10-0 Pe 1002 23-5% 34.46 T(10-0) 19-3 Pv iip Route 6 BL 2.0670 58.28 5.57 120 0.034610 10-0 Pf 0.35 2003 23-51/2 58.28 11.2 27.08 Sprinkler Pe 2004 23-51/2 27.43 10-0 Pv BL 2.0670 116.94 11.18 120 0.125504 10-0 Pf 1.26 2004 23-51/2 58.65 11.2 27.43 Sprinkler Pe 2005 23-51/2 28.68 10-0 Pv BL 2.0670 176.92 16.92 120 0.269975 4-3 Pf 3.85 2005 23-5'/2 59.98 11.2 28.68 Sprinkler, 10-0 Pe 1000 23-51/2 32.53 T(10-0) 14-3 Pv GIP Route 7 BL 2.0670 64.40 6.16 120 0.041632 10-0 Pf 0.42 2019 23-5'/2 64.40 11.2 33.07 Sprinkler Pe 2020 23-51/2 33.48 10-0 Pv BL 2.0670 129.21 12.35 120 0.150954 10-0 Pf 1.51 2020 23-51/2 64.81 11.2 33.48 Sprinkler Pe 2021 23-51h 34.99 10-0 Pv BL 2.0670 195.46 18.69 120 0.324648 4-3 Pf 4.62 2021 23-5% 66.25 11.2 34.99 Sprinkler, 10-0 Pe . 1004 23-51/2 39.62 T(10-0) 14-3 Pv +i Route 8 BL 1.6100 68.12 10.74 120 0.155938 10-0 Pf 1.56 2026 23-5% 68.12 11.2 36.99 Sprinkler Pe 2027 23-5V2 38.55 10-0 Pv BL 2.0670 137.66 13.16 120 0.169718 10-0 Pf 1.70 2027 23-5% 69.54 11.2 38.55 Sprinkler Pe 2028 23-5% 40.25 10-0 Pv M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:33AM Page 6 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#1 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 2.0670 208.71 19.96 120 0.366529 9-3 10-0 19-3 Pf 7.05 Pe Pv 2028 23-51/2 71.05 11.2 40.25 Sprinkler, 1006 23-51,4 47.30 T(10-0) urvalen#!>se!?gCi's'tf 41a vS aild;fetttlgs ( 2t3 ,o 0) GiCale;tfi3e7w% Actual Inside Diameter 4"87 ) Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 o '<%':Y' •..-.s..� At. Q;e. end ' ,:ih "' d•'YeM1, ,T."„,, •^Y, R »✓v,N- 1 eqY.%. „r A •.,.5 i, : , 4, =' b':. c,z'a'a%,,. aY>�a'�'"kY. G• . �;�%,<, %�JY.:r 4'• �%; ,"6 ”: iii�1 0 ���F a�sss,, �„ `�4 ��. d':�'�'/�s'-; �,f ; ,fi `,. ✓, •.';;:f. ,s� , ,.,1 y� ':�2' a:i�il'i�ns,. ; �p�,f�.i1�'e `'� :. r .,T s... ,. ".<,. ., is : �. ..s:.:o�'s7: .•z,. .. ,, .n h.fC ., .. .s" ., .. ,u a. � ... s,,,a4m ., i#''f.-u,..,,,. .<._ _, ,. ,i .s,3.,• AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Bali Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity at a in a EE 45° Elbow pressure point pipe Eel 111/2° Elbow , Ee2 221/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (¢� © M.E.P.CAD, Inc. . ;AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:05:33AM Page 7 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 oJob .,< ,. -- :: ir,' - Job Number S18-141 Design Erjneer Queen Job Name Shasta Beverages State Cera9cabon/Lncense Number Address 1 1227 Andover Park E AHJ Address 2 Tukwila WA 98188 Job Srte/Euriding Address 3 Dravnng lame S18-141 - Shasta _....,�'"'l/•��...y�..,, .. ls. .', Z.',"S ;:tr -%, .e;x1q�x_ w..rm.'Y: "re,s;`ti<�'V.;n'R{'6<i."r3:;b.ae -9K. at' F�£'"�:•. - J:NY'; '.i.. y'e k✓�" :�.: •`/'. �, ,,..... ... ..,: .. .. ✓i ...r.? ,u ,,,o ,. , Most Demanding Spunkier Data 11.2 K -Factor 40.00 at 12.76 Occupancy Extra Hazard Group II - RA#2 Job Suffix Hose Allowance At Source 500.00 Density 0.40gpm/ft2 Area of Application 2500.00ft2 (Actual 2588.19ft2) Additional Hose Supplies Node Flow(gpm) Number CJ Spnnklers Calculated 26 Coverage Per Sprinkler 100.00ft2 vsamossorrou TAT cW nturtR OP COMNITONOT PIRG PROMOTION OPRINKLOR Theodore M. Queen • Level 3 Archer Construction, Inc. ' A A 19©R Total Hose Streams 500.004930-0205-C System Flow Demand 1343.60 Total Water Required (Including Hose Allowance) 1843.60 Maximum Pressrlre..Unbalance In Loops 0.00 �l* SIgnotoo a Maximum Velocity Above Ground 58.31 between nodes 1012 and 10114 Maximum Velocity Under Ground 7.80 between nodes 102 and 103 Volume capacity of Wet Pipes 3644.89ga1 Volume capacity of Dry Pipes .�r✓y' S.:[fNF3}r�ss <�iF�iify ,;g3r'j�`{�'ss��''`'`zi:;'. !.p,°r.:R:`�§<n^.�3.•,SC'?.a�,' n, a "'�ie`kFwe-�l^MiYY$. 2'✓•Y �e" .i<>Y�:'£x'.,<,..:`: ,, .a;:..;<S.ckki•:R�a`„'E.c'i... '„.%YyS a ,,,., �`�°Y!'�T..S�' <'../4^"%ir,:S..YiE.. sM,SF'', ": ;. i:' ;'?`,.„'z15 .. Y,•:S.Yn.i�od'✓i`an,rgid«. "�"asa.e::rc9b.Y:'i % :.d;'',�t,.,cavilµ.'lr.r.,a.A`3aY.w`.,'.,`o�. .,...n.;, 2. YiSrE'.U; 4..... <�'Z'•!•�, .1., ��.�'::.5�i+xT i.i 1:'h�r., E'.7sR�:!:,,,. Node Name Hose Flow (gpm)_ Static (psi) Residual Flow (psi) e° (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 500.00 148.00 20.00 7200.00 137.70 1843.60 109.57 28.14 ,t£,sjy�"? tv?s+r'�es^ .w�kav_,xT",s ,' rr p•' '.gar'" ?+z.As;'.- '�S;g'"> 8r A'— �""><iy4?*�>.:. ".. Contractor Number rContat Name 22 Contact Tale Name of Contractor. Archer Construction Ptronr. Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail Address 3 I Web -Ste © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:07:44AM Page 1 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 Water Supply at Node 100 150 -Static Pressure 148.00 135 ___::: 120 = 1343 1843.60 60 c 109.57 with hose streams 105 = 90 N - 75 7 J 0 f/1 _ N _ d - = System demand curve 60 45 30 7200.00 @ 20.00 15 11E111111111111111111 111111111 111111111 111 1111 1 I I I I I 1 1 1 11 _1I 1 1 1 1 1 1 1 I I I I I I 1 1 I I I 1 1 I I I I 0 94002800 4200 5600 7000 8400 9800 Water flow, gpm 11200 12600 14000 Hydraulic Graph Water Supply at Node 100 Static: Pressure 148.00 Residual Pressure 20.00 @ 7200.00 Available Pressure at Time of Test 137.70 @ 1843.60 System Demand 109.57 @ 1343.60 System Demand (Including Hese Allowance at Source) 109.57 @ 1843.60 , k, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:07:45AM Page 2 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c? Sprinkler 2001 40.00 40.00 11.2 12.76 Sprinkler 2002 40.90 40.00 11.2 13.34 Sprinkler 2003 44.07 40.00 ' 11.2 15.48 Sprinkler 2004 46.04 40.00 11.2 16.90 Sprinkler 2005 49.38 40.00 11.2 19.44 Sprinkler 2006 48.35 40.00 11.2 18.64 Sprinkler 2007 46.63 40.00 11.2 17.34 Sprinkler 2009 46.15 40.00 11.2 16.98 Sprinkler 2010 47.17 40.00 11.2 17.74 Sprinkler . 2011 50.74 40.00 11.2 20.53 Sprinkler 2012 52.98 40.00 11.2 22.37 Sprinkler 2013 56.40 40.00 11.2 25.36 Sprinkler 2014 54.38 40.00 11.2 23.57 Sprinkler 2017 44.95 40.00 11.2 16.11 • Sprinkler 2018 45.95 40.00 11.2 16.83 Sprinkler 2019 49.45 40.00 11.2 19.49 Sprinkler 2020 51.63 40.00 11.2 21.25 Sprinkler 2021 55.31 40.00 11.2 24.39 Sprinkler 2022 54.19 40.00 11.2 23.41 Sprinkler 2023 . 52.26 40.00 11.2 21.78 Sprinkler 2025 55.11 40.00 11.2 24.21 Sprinkler 2026 56.29 40.00 11.2 25.26 Sprinkler 2027 60.45 40.00 11.2 29.14 Sprinkler 2028 63.05 40.00 11.2 31.69 Sprinkler 2029 67.05 40.00 11.2 35.84 Sprinkler 2030 64.71 40.00 11.2 33.38 14> Most Demanding Sprinkler Data (�y © M.E.P.CAD, Inc. (AutoSPRINK® 12 v12.1.1.0 4/24/2019 11:07:47AM Page 3 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1013 22-2Y2 T(12-0) 71.87 100 -4-6 S 109.57 1343.60 2001 23-5% Spr(-12.76) 12.76 40.00 2002 23-51/2 Spr(-13.34) 13.34 40.90 2003 23-5% Spr(-15.48) 15.48 44.07 _ 2004 23-5'/2 Spr(-16.90) 16.90 46.04 2005 23-51/2 Spr(-19.44) 19.44 49.38 2006 23-5 Spr(-18.64) 18.64 48.35 2007 23-4% Spr(-17.34) 17.34 46.63 2009 23-5% Spr(-16.98) 16.98 46.15 2010 23-5'/2 Spr(-17.74) 17.74 47.17 2011 23-51/2 Spr(-20.53) 20.53 50.74 2012 23-5Y2 Spr(-22.37) 22.37 52.98 2013 23-5% Spr(-25.36) 25.36 56.40 2014 23-51A Spr(-23.57) 23.57 54.38 2017 23-51/2 Spr(-16.11) 16.11 44.95 2018 23-5% Spr(-16.83) 16.83 45.95 2019 23-51/2 Spr(-19.49) 19.49 49.45 2020 23-51/2 Spr(-21.25) 21.25 51.63 2021 23-51/2 Spr(-24.39) 24.39 55.31 2022 23-5% Spr(-23.41) 23.41 54.19 2023 23-51/2 Spr(-21.78) 21.78 52.26 2025 23-5% Spr(-24.21) 24.21 55.11 2026 23-5/2 Spr(-25.26) 25.26 56.29 _ 2027 23-51/2 Spr(-29.14) 29.14 60.45 2028 23-51/2 Spr(-31.69) 31.69 63.05 2029 23-5Y2 Spr(-35.84) 35.84 67.05 2030 23-5% Spr(-33.38) 33.38 64.71 101 -4-6 109.26 102 -4-6 101.19 103 0-6 PIV(4-0) 96.10 104 22-21/2 E(18-0) 85.28 105 22-2% C(31-7) 83.29 1000 23-51/2 116-0) 25.21 1001 23-5% 21.16 1002 23-5Y2 T(10-0) 28.71 1003 23-51A 25.22 1004 23-5% T(6-0) 31.53 1005 23-5Y2 26.53 1006 23-5% T(10-0) 40.47 1007 23-5% 35.65 1008 22-2% T(12-0) 30.14 1009 22-21/2 T(12-0) 33.45 1010 22-2% P0(12-0) 37.50 1011 22-21/2 P0(12-0) 46.81 1012 22-21A T(12-0) 63.60 (, © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 4/24/2019 11:07:48AM Page 4 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings RN 2.4690 353.74 23.70 120 0.409398 1-3 Pf 5.42 1004 23-5% 106.45 31.53 Flow (q) from Route 5 12-0 Pe 0.54 1010 22-2'/2 37.50 P0(12-0) 13-3 Pv ep Route 3 BL 1.6100 46.15 7.27 120 0.075871 10-0 Pf 0.76 2009 23-5% 46.15 11.2 16.98 Sprinkler Pe 2010 23-5'/2 17.74 10-0 Pv BL 1.6100 93.31 14.71 120 0.279133 10-0 Pf 2.79 2010 23-51/2 47.17 11.2 17.74 Sprinkler Pe 2011 23-51/2 20.53 10-0 Pv BL 2.0670 144.06 13.77 120 0.184601 10-0 Pf 1.85 2011 23-5% 50.74 11.2 20.53 Sprinkler Pe 2012 23-5% 22.37 10-0 Pv BL 2.0670 197.03 18.84 120 0.329489 9-3 Pf 6.34 2012 23-5% 52.98 11.2 22.37 Sprinkler, 10-0 Pe 1002 23-5'/2 28.71 T(10-0) 19-3 Pv RN 2.4690 307.81 20.63 120 0.316513 1-3 Pf 4.19 1002 23-51/2 110.77 28.71 Flow (q) from Route 6 12-0 Pe 0.54 1009 22-21/2 33.45 T(12-0) 13-3 Pv 4ar Route 4 BL 1.4420 46.63 9.16 120 0.132314 10-0 Pf 1.32 2007 23-4'/2 46.63 11.2 17.34 Sprinkler Pe -0.02 2006 23-5 18.64 10-0 Pv BL 1.4420 94.99 18.66 120 0.493386 5-1% Pf 2.53 2006 23-5 48.35 11.2 18.64 Sprinkler Pe -0.01 1001 23-51/2 21.16 5-11/2 Pv BL 1.3800 94.99 20.38 120 0.611135 0-71,4 Pf 4.05 1001 23-5% 21.16 6-0 Pe 1000 23-5% 25.21 T(6-0) 6-7'/2 Pv a Route 5 BL 1.4420 52.26 10.27 120 0.163368 10-0 Pf 1.63 2023 23-5% 52.26 11.2 21.78 Sprinkler Pe 2022 23-51/2 23.41 10-0 Pv BL 1.4420 106.45 20.91 120 0.609166 5-1% Pf 3.12 2022 23-5% 54.19 11.2 23.41 Sprinkler Pe 1005 23-51/2 26.53 5-11/2 Pv BL 1.3800 106.45 22.83 120 0.754546 0-71/2 Pf 5.00 1005 23-51/2 26.53 6-0 Pe 1004 23-51/2 31.53 T(6-0) 6-7'/2 Pv ® Route 6 BL 1.4420 54.38 10.68 120 0.175796 9-4% Pf 1.65 2014 23-5'/2 54.38 11.2 23.57 Sprinkler Pe 1003 23-5% 25.22 9-41/2 Pv BL 1.3800 54.38 11.66 120 0.217750 0-7% Pf 0.14 1003 23-51/2 25.22 Pe 2013 23-51A 25.36 0-71/2 Pv BL 1.6100 110.77 17.46 120 0.383376 0-9 Pf 3.36 2013 23-5% 56.40 11.2 25.36 Sprinkler, 8-0 Pe 1002 23-5% 28.71 T(8-0) 8-9 Pv Gil Route 7 BL 1.6100 55.11 8.68 120 0.105348 10-0 Pf 1.05 2025 23-5'/2 55.11 11.2 24.21 Sprinkler Pe 2026 23-51/2 25.26 10-0 Pv BL 1.6100 111.40 17.56 120 0.387378 10-0 Pf 3.87 2026 23-5% 56.29 11.2 25.26 Sprinkler Pe 2027 23-5'/2 29.14 10-0 Pv BL 2.0670 171.85 16.43 120 0.255849 10-0 Pf 2.56 2027 23-5% 60.45 11.2 29.14 Sprinkler Pe 2028 23-5% 31.69 10-0 Pv BL 2.0670 234.91 22.46 120 0.456139 9-3 Pf 8.78 2028 23-51/2 63.05 11.2 31.69 Sprinkler, 10-0 Pe 1006 23-51/2 40.47 T(10-0) 19-3 Pv RN 2.4690 366.67 24.57 120 0.437507 1-3 Pf 5.80 1006 23-51/2 131.76 40.47 Flow (q) from Route 8 12-0 Pe 0.54 1011 22-2% 46.81 P0(12-0) 13-3 Pv er Route 8 BL 1.4420 64.71 12.71 120 0.242546 9-41/2 Pf 2.27 2030 23-5% 64.71 11.2 33.38 Sprinkler Pe 1007 23-51/2 35.65 9-41/2 Pv BL 1.3800 64.71 13.88 120 0.300431 0-7% Pf 0.19 1007 23-51/2 35.65 Pe 2029 23-5% 35.84 0-71/2 Pv (, © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 4/24/2019 11:07:50AM Page 6 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings f► Route 1 BL 1.6100 40.00 6.30 120 0.058240 10-0 Pf 0.58 2001 23-5/2 40.00 11.2 12.76 Sprinkler Pe 2002 23-5/2 13.34 10-0 Pv BL 1.6100 80.90 12.75 120 0.214361 10-0 Pf 2.14 2002 23-5/2 40.90 11.2 13.34 Sprinkler Pe 2003 23-5/2 15.48 10-0 Pv BL 2.0670 124.97 11.95 120 0.141919 10-0 Pf 1.42 2003 23-5/2 44.07 11.2 15.48 Sprinkler Pe 2004 23-5'/2 16.90 10-0 Pv BL 2.0670 171.01 16.35 120 0.253543 10-0 Pf 2.54 2004 23-5/2 46.04 • 11.2 16.90 Sprinkler Pe 2005 23-5/2 19.44 10-0 Pv BL 2.0670 220.39 21.07 120 0.405369 4-3 Pf 5.77 2005 23-5/2 49.38 11.2 19.44 Sprinkler, 10-0 Pe 1000 23-51/2 25.21 T(10-0) 14-3 Pv RN 2.4690 315.38 21.13 120 0.331067 1-3 Pf 4.39 1000 23-51/2 94.99 25.21 Flow (q) from Route 4 12-0 Pe 0.54 1008 22-2% 30.14 T(12-0) 13-3 Pv CM 2.4690 315.38 21.13 120 0.331067 10-0 Pf 3.31 1008 22-21/2 30.14 Pe 1009 22-21/2 33.45 10-0 Pv CM 3.0680 623.19 27.05 120 0.405238 10-0 Pf 4.05 1009 22-21/2 307.81 33.45 Flow (q) from Route 3 Pe 1010 22-21/2 37.50 10-0 Pv CM 3.0680 976.93 42.40 120 0.930922 10-0 Pf 9.31 1010 22-21/2 353.74 37.50 Flow (q) from Route 2 Pe 1011 22-21/2 46.81 10-0 Pv CM 3.0680 1343.60 58.31 120 - 1.678673 10-0 Pf 16.79 1011 22-21/2 366.67 46.81 Flow (q) from Route 7 Pe 1012 22-2'/a 63.60 10-0 Pv CM 3.5480 1343.60 43.60 120 0.827049 10-0 Pf 8.27 1012 22-2% 63.60 Pe 1013 22-21/2 71.87 10-0 Pv CM 4.0260 1343.60 33.86 120 0.446906 5-6% Pf 11.42 1013 22-2% 71.87 20-0 Pe 105 22-2% 83.29 C(20-0) 25-61/2 Pv CM 7.9810 1343.60 8.62 120 0.015956 • 88-11'/2 Pf 1.99 105 22-2% 83.29 36-0 Pe 104 22-2% 85.28 2E(18-0) 124-111/2 Pv FR 7.9810 1343.60 8.62 120 0.015956 21-81/2 Pf 1.41 104 22-2% 85.28 4-0 Pe 9.41 103 0-6 96.10 ALV( -1.00), PIV(4-0) 25-81/2 Pv UG 8.3900 1343.60 7.80 140 0.009405 249-7% Pf 2.92 103 0-6 96.10 61-1 Pe 2.17 102 -4-6 101.19 2E(30-6%) 310-81/2 Pv UG 8.3900 1343.60 7.80 140 0.009405 7-6 Pf 8.07 102 -4-6 101.19 Pe 101 -4-6 109.26 BFP(-8.00) 7-6 Pv UG 8.3900 1343.60 7.80 140 0.009405 25-6% Pf 0.30 101 -4-6 109.26 6-91/2 Pe 100 -4-6 109.57 GV(6-91/2), S 32-4 Pv 500.00 Hose Allowance At Source 100 1843.60 v Route 2 BL 1.6100 44.95 7.08 120 0.072276 10-0 Pf 0.72 2017 23-5'% 44.95 11.2 16.11 Sprinkler Pe 2018 23-5% 16.83 10-0 Pv BL 1.6100 90.90 14.33 120 0.265928 10-0 Pf 2.66 2018 23-5/2 45.95 11.2 16.83 Sprinkler Pe 2019 23-5/2 19.49 10-0 Pv BL 2.0670 140.35 13.42 120 0.175903 10-0 Pf 1.76 2019 23-5/2 49.45 11.2 19.49 Sprinkler Pe 2020 23-5/2 21.25 10-0 Pv BL 2.0670 191.98 18.36 120 0.314017 10-0 Pf 3.14 2020 23-5% 51.63 11.2 21.25 Sprinkler Pe 2021 23-5/2 24.39 10-0 Pv BL 2.0670 247.29 23.64 120 0.501619 4-3 Pf 7.14 2021 23-5/2 55.31 11.2 24.39 Sprinkler, 10-0 Pe 1004 23-5% 31.53 T(10-0) 14-3 Pv (hy©M.E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1.0 4/24/2019 11:07:50AM Page 5 Job Number: S18-141 Report Description: Extra Hazard Group II - RA#2 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 1.6100 131.76 20.77 120 0.528493 0-9 8-0 8-9 Pf 4.63 Pe 0.00 Pv 2029 23-51A 67.05 11.2 35.84 Sprinkler, 1006 23-5'/2 40.47 T(8-0) ,,,. f� :— 1SO�l" - f �:k' R +12t U < le y Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter l4'87 = Factor ( Schedule 40 Steel Pipe Inside Diameter / .. 3v -, ':Y> ",.� .i.':ai ,ro'3''r , .e .. r5 •s:1'n so't,%t 'moi �fF'�:; i,i"af;�": ;> <;g. �H y.� y a`�rlitS 813S�y:F ��%�;,; v,.i. -,rs.�<' s'2<R,.i='3sy.1,'�. �;.a�s� ��r�lt3' S. L 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 UndergroundPv 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 Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Vaive b Bushing BaIV Ball Vaive 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 22%° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (bt, © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 4/24/2019 11:07:50AM Page 7 ReRabid Bulletin 129 Feoru: r; 2019 Model GXLO Standard Spray Standard Response Storage and Non -storage Sprinkler K11.2 (160 metric) (SIN R2921) Upright (SIN R2916) Pendent Features 1. Upright cULus Listed as a Control Mode Density Area (CMDA) sprinkler for storage & non -storage protection, 2. Upright and Pendent FM Approved as Standard -response, storage and non -storage sprinklers. 3. Standard 3/4 -inch NPT or ISO 7-R/ threads; optional 1r2 -inch NPT or ISO 7-R" 2 threads for upright retrofit applications only. Listings & Approvals: The following organizations provide Listings or Approvals for Model GXLO sprinklers. See the Technical Data table for listing and approvals applicable to each sprinkler. 1. Underwriters Laboratories, Inc. and Underwriters Laboratories of Canada (cULus) - Upright only. 2. Approved by Factory Mutual (FM) as a storage and non -storage sprinkler - Upright and Pendent. UL Guide Number VNIV \ UL Listing Category Sprinklers. Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinkler Type Nominal K Factor Sprinkler Height Approvals Sprinkler Identification Number (SIN) US Metric Upright 0.64 Orifice with 34" NPT (R3/4) 11.2 160 2.71" (68.8mm) cULus. FM R2921 Upright Retrofit 0.64 Orifice with ;i" NPT (R1/2) 11.2 160 2'82 (71.6mm) cULus, FM R2921 Pendent 0.64 Orifice with 34" NPT (R3E) 11.2 160 2.71" (68.8mm) FM R2916 Note: This product has been tested and listed for storage applications to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the protection of high -piled storage. Model GXLO Upright Design Criteria The Model GXLO sprinkler is intended for use as a standard response standard spray sprinkler in hydraulically designed sprinkler systems with a minimum pressure of 7 psi (0.5 bar) in accordance with the area/density curves of NFPA 13 or in ac- cordance with FM Property Loss Prevention Data Sheets. The Model GXLO sprinkler is not a "Large Drop" or "ESFR" sprinkler. Model GXLO Pendent Temperature Ratings Optional Guards and Water Shields Sprinkler Sprinkler Maximum Ambient Frame • Classification Rating , Temperature Color °F °C °F °C Ordinary 165 74 100 38 Uncolored Intermediate 212 100 150 66 White High 286 141 2.25 107 Blue Optional Guards and Water Shields Sprinkler Guard or Water Shield Listings & Approvals GXLO Upright D-6 Guard & Water Shield cULus Water Shield (factory installed) FM GXLO PendentFM D-8 Guard D-9 Guard &Water Shield Product Description The Reliable Model GXLD sprinkler is a center strut, solder in compression, extra large orifice sprinkler that has been de- signed for storage and non -storage applications. The Model GXLO sprinkler is available in either an upright or pendent con- figuration. The Model GXLO sprinkler is available with either 3/4 -inch NPT or ISO 7-R3/4 threads. The Model GXLO Upright is optionally available with either 1/2 -inch NPT or ISO 7-R1/2 threads for retrofit applications only. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Reliable's Model GXLO sprinkler must be installed according to NFPA Standards or the appropriate Factory Mutual Loss Pre- vention Data Sheets for all area/density methods of design as well as requirements of the Authority Having Jurisdiction. Model GXLO sprinklers must be installed with the Reliable Model H sprinkler wrench. Any other type of wrench may dam- age the sprinkler. A leak tight joint should be obtained with a torque of 14 to 20 Ib -ft (19 to 27 N-rn) for /-inch NPT and ISO 7-R3% thread sprinklers. For 1/2 -inch NPT and ISO 7-R' thread sprinklers the recommended installation torque is 8 to 18 lb -ft (11 to 24 N -m). Do not tighten sprinklers over the maximum recommended in- stallation torque, because it may cause leakage or impairment of the sprinklers. Model H Wrench Use only the Model H sprinkler wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Maintenance Model GXLO Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than -fac- tory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Ordering Information Specify: 1. Sprinkler: Modes GXLO 2. Orientation: [Upright] [Pendent] 3. Temperature Rating: [Ordinary, 165°F] [Intermediate, 212°F] [High 286°F] 4. Finish: (See Finishes Chart) 5. Threads: [3/4 -inch NPT] [ISO 7-R3.4] [1 -inch NPT (Up- right only)] [ISO 7-R'/2 Upright only] 6. Optional Guard or Water Shield Finishes Standard Finishes Bronze Chrome 1'! Special Application Finishes Lead Plated r') Wax '1 '' Wax/Lead {712' 1 - 165°F (74°C). 212°F (100`0) and 286"F (141"C) Temp. Ratings - 165°F (74°C) Clear Wax, 212°F (10000) Brown Wax - 165°F (74°C) Clear Wax, 2120F (100°C) Brown Wax cULus, upright (without shield) only. 2' 212°F (100°C) Brown wax may be used on 286`F (1/11'C) Sprinklers when maximum ambient temperatures do not exceed 150°F (66`C). 4 1/2" (114 mm) Pendent 129FGO1E 1-7/8" (48 mm) Upright Optional: Factory -installed water shield Fig. 1 2. • Model GXLO Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number (SIN) R2921 (Upright), R2916 (Pendent) K -factor US (Metric) 11.2 (160) Thread Size 3/4" (ISO 7-R3/4), 1/2" (ISO 7-R1/2) Retrofit Upright Sprinkler Orientation Upright; Pendent Maximum Working Pressure, PSI (bar) 175 PSI (12 bar) Model GXLO Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type CMDA Storage Response Type SR SR System Type Pendent -Wet Upright- Wet,Dry, Preaction Pendent- Wet Upright- Wet,Dry,Preaction Temperature Rating F ( C) 165,212,286 (74,100,141) 165,212,286 (74, 100,141) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double, Multiple Row, or Portable Rack Storage of Class 1 - IV and Group A or B Plastics See NFPA 13 See FM 2-0 & 8-9 Solid Pile or Palletized Storage of Class I - IV and Group A or B Plastics See NFPA 13 . See FM 2-0 & 8-9 Idle Pallet Storage See NFPA 13 See FM 2-0,8-9 & 8-24 Rubber Tire Storage See NFPA 13 See FM 8-3 Rolled Paper Storage See NFPA 13 N/A Pendent See FM 8-21 for Upright Flammable Liquid Storage See NFPA 30 See FM 7-29 and 8-9 Aerosol Storage See NFPA 13 See FM 7-31 Auto Components in Portable Racks N/A N/A The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years. Manufactured by ReIiabIi Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 02/19 PIN 9999970022 Typo ADOiCAilOr. 1,11:ants that are olo,,Ei'.2t.iioniaifFe Out hcz to Datie ma 'Oa instailed c.,iessLre service and be sbiectec, beck presi.ii,ie Dciuble onecl-is can be used u:gation sif,terps. Tire orcrection without chemical additives piiote ReIiabke Bulletin 129 February 2019 Model GXLO Standard Spray Standard Response CO c co Storage and Non -storage Sprinlder 1 8 K11.2 (160 metric) (SIN R2921) Upright (SIN R2916) Pendent Features 1. Upright cULus Listed as a Control Mode Density Area (CMDA) sprinkler for storage & non -storage protection. 2. Upright and Pendent FM Approved as Standard -response, storage and non -storage sprinklers. 3. Standard 3/4 -inch NPT or ISO 7-R3/4 threads; optional 1/2 -inch NPT or ISO 7-R1 threads for upright retrofit applications only. Listings & Approvals: The following organizations provide Listings or Approvals for Model GXLO sprinklers. See the Technical Data table for listing and approvals applicable to each sprinkler. 1. Underwriters Laboratories, Inc. and Underwriters Laboratories of Canada (cULus) - Upright only. 2. Approved by Factory Mutual (FM) as a storage and non -storage sprinkler - Upright and Pendent. UL Guide Number VNIV UL Listing Category Sprinklers, Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinider Hype Nominal K Factor Sprinkler Approvals Sprinlder Identification Number (SIM US MetricHeight Upright 0.64 Orifice with 3/4" NPT (R3/a) 11.2 160 2.71" (68.8mm) cULus, FM R2921 Upright Retrofit 0.64 Orifice with 1/2" NPT (R1/2) 11.2 160 2'82„ (71.6mm) cULus, FM R2921 Pendent 0.64 Orifice with 3/4" NPT (R3A) 11.2 160 2.71" (68.8mm) FM R2916 Model GXLO Upright Design Criteria The Model GXLO sprinkler is intended for use as a standard response standard spray sprinkler in hydraulically designed sprinkler systems with a minimum pressure of 7 psi (0.5 bar) in accordance with the area/density curves of NFPA 13 or in ac- cordance with FM Property Loss Prevention Data Sheets. The Model GXLO sprinkler is not a "Large Drop" or "ESFR" sprinkler. Model GXLO Pendent Temperature Ratings Classification Sprinkler Rating Maximum Ambient Temperature Frame Color °F °C °F °C Ordinary 165 74 100 38 Uncolored Intermediate 212 100 150 66 White High 286 141 225 107 Blue Optional Guards and Water Shields Sprinkler Guard or Water Shield Listings s Approvals GXLO Upright D-6 Guard &Water Shield cULus Water Shield (factory installed) FM GXLO Pendent D-8 Guard FM D-9 Guard & Water Shield Note: This product has been tested and listed for storage applications to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the protection of high -piled storage. Product Description The Reliable Model GXLD sprinkler is a center strut, solder in compression, extra large orifice sprinkler that has been de- signed for storage and non -storage applications. The Model GXLO sprinkler is available in either an upright or pendent con- figuration. The Model GXLO sprinkler is available with either 3/4 -inch NPT or ISO 7-R3/4 threads. The Model GXLO Upright is optionally available with either 1/2 -inch NPT or ISO 7-R1/2 threads for retrofit applications only. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Reliable's Model GXLO sprinkler must be installed according to NFPA Standards or the appropriate Factory Mutual Loss Pre- vention Data Sheets for all area/density methods of design as well as requirements of the Authority Having Jurisdiction. Model GXLO sprinklers must be installed with the Reliable Model H sprinkler wrench. Any other type of wrench may dam- age the sprinkler. A leak tight joint should be obtained with a torque of 14 to 20 Ib -ft (19 to 27 N -m) for 3/4 -inch NPT and ISO 7-R3/4 thread sprinklers. For 1/2 -inch NPT and ISO 7-R1/2 thread sprinklers the recommended installation torque is 8 to 18 Ib -ft (11 to 24 N -m). Do not tighten sprinklers over the maximum recommended in- stallation torque, because it may cause leakage or impairment of the sprinklers. Model H Wrench Use only the Model H sprinkler wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Maintenance Model GXLO Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than fac- tory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Ordering Information Specify: 1. Sprinkler: Model GXLO 2. Orientation: [Upright] [Pendent] 3. Temperature Rating: [Ordinary, 165°F] [Intermediate, 212°F] [High 286°F] 4. Finish: (See Finishes Chart) 5. Threads: [3/4 -inch NPT] [ISO 7-R3/41 [1/2 -inch NPT (Up- right only)] [ISO 7-R1/2 Upright only] 6. Optional Guard or Water Shield Finishes Standard Finishes Bronze Chrome 0! Special Application Finishes Lead Plated 0 Wax (1)12; Wax/Lead'1j21 - 165°F (74°C). 212°F (100°C) and 286"F (141°C) Temp. Ratings - 165°F (74°C) Clear Wax, 212°F (100°C) Brown Wax - 165°F (74°C) Clear Wax, 212°F (100°C) Brown Wax " cULus, upright (without shield) only. 2; 212°F (100°C) Brown wax may be used on 286°F (141"C) Sprinklers when maximum ambient temperatures do not exceed 150°F (66°C). 4-1/2"(114 mm) Pendent 129F001E Upright Optional: Factory -installed water shield Fig. 1 2. Model GXLO Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number (SIN) R2921 (Upright), R2916 (Pendent) K -factor US (Metric) 11.2 (160) Thread Size 3/4" (ISO 7-R3/4), 1/2' (ISO 7-R1/2) Retrofit Upright Sprinkler Orientation Upright; Pendent Maximum Working Pressure, PSI (bar) 175 PSI (12 bar) Model GXLO Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type CMDA Storage Response Type SR SR System Type Pendent -Wet Upright- Wet,Dry, Preaction Pendent- Wet Upright- Wet,Dry,Preaction Temperature Rating F ( C) 165,212,286 (74,100,141) 165,212,286 (74, 100,141) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double, Multiple Row, or Portable Rack Storage of Class I - IV and Group A or B Plastics See NFPA 13 See FM 2-0 & 8-9 Solid Pile or Palletized Storage of Class I - IV and Group A or B Plastics See NFPA 13 See FM 2-0 & 8-9 Idle Pallet Storage See NFPA 13 See FM 2-0,8-9 & 8-24 Rubber Tire Storage See NFPA 13 See FM 8-3 Rolled Paper Storage See NFPA 13 N/A Pendent See FM 8-21 for Upright Flammable Liquid Storage See NFPA 30 See FM 7-29 and 8-9 Aerosol Storage See NFPA 13 See FM 7-31 Auto Components in Portable Racks N/A N/A The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years. Manufactured by Reliable Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 (800) 848-6051 (914) 829-2042 www. rel i ab l esp ri n kler. com Sales Offices Sales Fax Corporate Offices Internet Address Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 02/19 P/N 9999970022 Typica Appiicatiors 1•Jtants that are obiE:ct,ona.-i,e bi.;!..-Icq to ec Double Checks may he flstaIled i.rder preSSLf•?,:3ervice and may be subjected to back pressure Doub!e checKs can be used in Sprrie'er rrt:orn. Sy3J.,3r-PSnre prostect:on with.out chemical additives oroteot:onof houstrial pients.:r dustnal in -pant plumbing systems and other systems requiring protection. Local codes may vary: consult. authorities for specific approved appiicattons Dimensions and Weights SIZE A r* 21/2" 37/.4- _ 223lim- . _ 12 •,i . _ 7 . 2. 5¼" 240 3" 41 "A6" 25°/" 14" 8"A6" 6" 250 4" 506" 325/id" 17'," 1 1 ' 63/.4" 420 6" 59''A5" 389.1e" 21V 14' 8/4" 735 b" 693/16 ' 46A&' 26" 18" 91/2" 1230 10- 810,e" ' 58u/4.5" 30" 22' 101/2' 1680 E Dimension applies to NRS gate valve only. Model 805Y (21/2", 3", and 4") FLOW CURVES SOW Curves a Estelsished by The USC Foundsuovica Coos Comet:eon Canna and iholhatax Research 21/2" 0 AIL 5 -41111M0- 50 150 200 250 300 'GPM, 20 t..St tailatior VcOle• FX)h- !."'• 'nstaileo with adequa:.•,-; et:d easy accesstty cr testing and maintenance and must he protected from reez- .ng. The ,-...!e;voe may de •nstalleC -:orqrylt3" Or vert(Cady mth flow up Consult ,c..,,caJ codes for s,Peorai requrem:ents concerning device instaat.on. Larcer siz,es should oe stalled horizontally for ease at serfice, Thermal 'Arater ex- ansor and/or water hammer down stream of tne back:flow preventer can cause excessive pressure. Excessive pres- sure situations should be eliminated to avoid possible dam- age to the system and device. Characteristics Maximum working pressure 175 PSI Hydrostatic test pressure 350 PSI Temperature range 32°F to1,10T Water Flanged ANSI 816.1 Main Valve Body Grey Iron ASTM A-126. Fluid End Detail Main Valve Trim Elastomers Springs If 5 0 epoxy coated internal Bronze ASTM 8-61 Nan* ASTM 0-2000 seat discs Stainless steel, 300 series Model 805Y (6", 8", and 10") FLOW CURVES Sow Curves as Esablisned by the USC FounfaeOr Cross Cams -hoe Canted Hydraulc Research • ••• 420 5 rTI 121:0 ;430 ;GPM: 5 4" E3 1-7 20 7-25 0 5 1 0" 52) • 200 VICO , 5 .005, 40i) 8c.0 2'4 • 34) 2022, E3 FLOW RATE (tn GPM and FPS) Nel.,51 • r.es ace sc.,itec :ch•••••44, 40 .c.ck .a•s• ''":;._,',,,,.1•''.';',..-. -40C 10 0 0 PATRIOT Thy SprinidersSave Weal FIRE FINFTECTION, INC. 2707 70TH Avenue East Tacoma, WA98424 TEL: (253) 9®6.2290 FAX: (253) 922.6150 Fire Protection Submittal For Shasta Beverage Whse Addition 1227 Andover Parkway East Tukwila, WA 98188 For ez((( Poe Construction, Inc. 1519 West Valley Highway N., Ste #103 Auburn, WA 98001 HANFORD, WA OFFICE TEL (609) 373.8896 FAX (509) 373.8919 FI O� N INC. Job #11-1769 VANCOUVER, WA OFFICE TEL (380) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4165 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (809) 926.3708 0 e PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR SHASTA BEVERAGE -WAREHOUSE ADDITION TUKWILA, WA 98188 FILE NUMBER: SHASTA DATE: OCT 29, 2010. -DESIGN DATA - OCCUPANCY CLASSIFICATION: HIGH PILED STORAGE DENSITY: - - K17 ESFR (35 --PSI MI-N-E.H.P.) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAXIMUM) NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1203.8 gpm TOTAL WATER REQUIRED (including hose): 1453.7 gpm FLOW AND PRESSURE (@ BOR): 1,203.7 gpm @ 90.5 psi SPRINKLER ORIFICE SIZE: 3/4 inch (16.8K) NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION, INC. DESIGN/LAYOUT BY: PIETRO DEMONTE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321) HRS SYSTEMS, INC. ' PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA.SDF JOB TITLE: SHASTA BEVERAGE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 6685.0 114.1 1453.7 100.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1453.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1203.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1A 20.4 K=16.80 35.2 99.7 2A 21.4 K=16.80 35.0 99.4 3A 22.5 K=16.80 35.4 100.0 4A 23.6 K=16.80 36.8 101.9 5A 20.4 K=16.80 35.2 99.7 6A 21.4 K=16.80 35.0 99.4 7A 22.5 K=16.80 35.4 100.0 8A 23.6 K=16.80 36.8 102.0 9A 20.4 K=16.80 35.3 99.9 10A 21.4 K=16.80 35.1 99.6 11A 22.5 K=16.80 35.5 100.2 12A 23.6 K=16.80 36.9 102.1 30 22.0 65.1 29 22.0 65.2 28 22.0 65.4 27 22.0 73.1 26 18.1 78.3 25 24.0 77.3 TOR 18.4 81.9 BOR _ 1.2 90.5 FLG 0.5 91.3 DC1 -4.0 95.6 DC2 -4.0 - - - - 101.6 SRC 0.0 SOURCE - 100.7 1203.7 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ® DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA.SDF JOB TITLE: SHASTA BEVERAGE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -99.7 2.723 PL 10.00 PF 0.2 1A 20.4 16.8 35.2 99.7 5.5 120 FTG ---- PE -0.5 2A 21.4 16.8 35.0 99.4 0.024 TL 10.00 PV Pipe: 2 -199.1 2.723 PL 10.00 PF 0.9 2A 21.4 16.8 35.0 99.4 11.0 120 FTG ---- PE -0.5 3A 22.5 16.8 35.4 100.0 0.088 TL 10.00 PV Pipe: 3 -299.0 2.723 PL 10.00 PF 1.9 3A 22.5 16.8 35.4 100.0 16.5 120 FTG ---- PE -0.5 4A 23.6 16.8 36.8 101.9 0.186 TL 10.00 PV Pipe: 4 -400.9 2.723 PL 48.33 PF 27.7 4A 23.6 16.8 36.8 101.9 22.1 120 FTG 2T PE 0.7 30 22.0 0.0 65.1 0.0 0.320 TL 86.33 PV Pipe: 5 -99.7 2.723 PL 10.00 PF 0.2 5A 20.4 16.8 35.2 99.7 5.5 120 FTG ---- PE -0.5 ® 6A 21.4 16.8 35.0 99.4 0.024 TL 10.00 PV Pipe: 6 -199.2 2.723 PL 10.00 PF 0.9 6A 21.4 16.8 35.0 99.4 11.0 120 FTG ---- PE -0.5 7A 22.5 16.8 35.4 100.0 0.088 TL 10.00 PV Pipe: 7 -299.2 2.723 PL 10.00 PF 1.9 7A 22.5 16.8 35.4 100.0 16.5 120 FTG ---- PE -0.5 8A 23.6 16.8 36.8 102.0 0.186 TL 10.00 PV Pipe: 8 -401.1 _ 2.723 PL 48.33 PF 27.7 8A 23.6 16.8 36.8 102.0 22.1 120 FTG 2T PE 0.7 29 22.0 0.0 65.2 0.0 0.321 TL 86.33 PV Pipe: 9 -99.9 2.723 PL 10.00 PF 0.2 9A 20.4 16.8 35.3 99.9 5.5 120 FTG ---- PE -0.5 10A 21.4 16.8 35.1 99.6 0.024 TL 10.00 PV Pipe: 10 -199.4 2.723 PL 10.00 PF 0.9 10A 21.4 16.8 35.1 99.6 11.0 120 FTG ---- PE -0.5 11A 22.5 16.8 35.5 100.2 0.088 TL 10.00 PV • Pipe: 11 -299.6 2.723 PL 10.00 PF 1.9 11A 22.5 16.8 35.5 100.2 16.5 120 FTG ---- PE -0.5 12A 23.6 16.8 36.9 102.1 0.187 TL 10.00 PV Pipe: 12 -401.7 2.723 PL 48.33 PF 27.8 le 12A 23.6 16.8 36.9 102.1 22.1 120 FTG 2T PE 0.7 28 22.0 0.0 65.4 0.0 0.321 TL 86.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA.SDF JOB TITLE: SHASTA BEVERAGE PIPE TAG Q(GPM) END ELEV. NOZ. PT DISC. VEL(FPS) NODES (FT) (K) (PSI) (GPM) Pipe: 13 30 22.0 29 22.0 DIA(IN) LENGTH HW(C) (FT) FL/FT -400.9 6.357 PL 0.0 65.1 0.0 4.1 120 FTG 0.0 65.2 0.0 0.005 TL Pipe: 14 -2-9-,22 .0 .. 0.0 28 22.0 0.0 Pipe: 15 28 22.0 22.0 . 27 27 Pipe: 16 22.0 26 18.1 -802.1 65.2 0.0 8.1 65.4 0.0 -1203.8 0.0 65.4 0.0 12.2 0.0 73.1 0.0 6.357 PL 120 FTG 0.019 TL 6.357 PL 157.00 PF 7.7 120 FTG T PE 0.0 0.039 TL 195.00 PV PRESS. SUM. (PSI) 10.00 PF 0.1 ---- PE 0.0 10.00 PV 10.00_ PF ---- _ PE 10.00 PV 0.2 0.0 -1203.8 6.357 PL 79.67 PF 3.6 0.0 73.1 0.0 12.2 120 FTG L PE 1.7 0.0 78.3 0.0 0.039 TL 90.67 PV Pipe: 17 26 18.1 0.0 25 24.0 0.0 Pipe: 18 25 24.0 TOR 18.4 TOR BOR -1203.8 8.249 PL 62.83 PF 1.5 78.3 0.0 7.2 120 FTG 5L PE -2.5 77.3 0.0 0.011 TL 137.83 PV - 1203.8 8.249 PL 134.83 PF 2.2 0.0 77.3 0.0 7.2 120 FTG 4L PE 2.4 0.0 81.9 0.0 0.011 TL 194.83 PV Pipe: 19 -1203.8 8.249 PL 17.25 PF 1.1 18.4 0.0 81.9 0.0 7.2 120 FTG TGA PE 7.5 1.2 0.0 90.5 0.0 0.011 TL 100.25 PV Pipe: 20 BOR 1.2 FLG 0.5 Pipe: 21 FLG 0.5 DC1 -4.0 DC2 DC1 DC2 SRC ' - 1203.8 8.249 PL 5.75 PF 0.5 0.0 90.5 0.0 7.2 120 FTG T PE 0.3 0..0 91.3.. 0.0 0.011 TL 46.75 PV 0.0 91.3 0.0 95.6 -1203.8 8.390 PL 260.00 PF 2.3 0.0 7.0 140 FTG 2L PE 1.9 0.0 0.008 TL 304.00 PV Pipe: - 22 -4.0 0.0 101.6 0.0 - 4.0 0.0 95.6 0.0 Pipe: 23 - 4.0 0.0 FIXED PRESSURE LOSS DEVICE 6.0 pai, 1203.8 gpm - 1203.7 8.390 PL 50.00 PF 0.9 0.0 101.6 . 0.0 7.0 140 FTG . TG. PE -1.7 SRCE 100:7 (N/A) 0.008 TL' 116.0.0' PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/29/2010 JOB TITLE: SHASTA BEVERAGE NOTES (HASS): T:\HASS\PIETROD\SHASTA.SDF (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2)The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.145 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.1 ft/sec at pipe 12. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -E11 Chk-VA Bfy-Va Gate -v Al-Va 2.723 10.00 19.00 6.50 23.00 11.00 2.00 13.00 16.00 0.00 DATE: 10/29/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 T:\HASS\PIETROD\SHASTA.SDF JOB TITLE: SHASTA BEVERAGE WATER SUPPLY ANALYSIS E 04 O 00 w 0 w rn a O O O -171 0) 04 •ri • 0) O O N ri 0 4J 0 5 P. rn ►1 r- r 0 a G) • •UU F•1 in N(n O N HU) >, U) C' 7 yr .-1 a ro a $4 1n q • •r1 a •.a .aCO 15 u 0 • u)lei r•1 Uri a�� 0 •o O �vo • Pi r•1 N 0 N r•i ri (' g D C7 41 W Q', W f/) Cn p Q'. Q, •m. -r1 0 O O '1) O O N r -i N O• O ri FLOW (GPM) 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 O DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA.SDF JOB TITLE: SHASTA BEVERAGE WATER SUPPLY CURVE 120*\ I \ 1 0 1 \ 110+ \ \\ 100+ x \ I \ i \ 90+ 1 P 80+ R 1 E I \ s 1 \ S 70+ \ U I41, \ R 1 \\ E 1 \ 60+ \ ( 1 \ P 1 \ s 1 \ I 50+ \\ I I \ I \ 40+ \ . 1 \\ I \ 30+ 1 \ I \ 20+ LEGEND 20.0 psi @ 6685 gpm-> * Flow Test Point 1 X = Required Water Supply " 1 100.71.psi @ 1453.7 gpm 10+ 1 0 = Available Water Supply 114.05 psi @ 1453.7 gpm " 0++-+---+----+ + + + + + + fb 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 0 0 PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR SHASTA BEVERAGE - WAREHOUSE ADDITION TUKWILA, WA 98188 FILE NUMBER: SHASTA2 DATE; OCT_29, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: HIGH PILED STORAGE DENSITY: K17 ESFR (35 PSI MIN E.H.P.) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1238.0 gpm TOTAL WATER REQUIRED (including hose): 1487.9 gpm FLOW AND PRESSURE (@ BOR): 1,237.9 gpm @ 92.4 psi SPRINKLER ORIFICE SIZE: 3/4 inch (16.8K) NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION, INC. DESIGN/LAYOUT BY: PIETRO DEMONTE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3.8081321) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 120.0 20.0 6685.0 113.8 1487.9 102.8 AGGREGATE -FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1487.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1237.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1A 22.6 K=16.80 35.1 99.5 1 22.8 37.3 2A 22.8 K=16.80 37.4 102.7 3A 23.1 K=16.80 38.0 103.6 4A 23.4 K=16.80 39.9 106.1 5A 22.4 K=16.80 37.0 102.1 6A 22.8 K=16.80 37.1 102.3 7A 23.1 K=16.80 37.9 103.4 8A 23.4 K=16.80 39.7 105.8 9A 22.4 K=16.80 35.0 99.4 9 22.8 - - - - 37.4 10A 22.8 K=16.80 37.5 102.8 11A 23.1 K=16.80 38.2 103.9 12A 23.4 K=16.80 40.1 106.3 30T 24.3 61.7 30B 22.0 69.9 29T 24.3 61.7 29B 22.0 70.0 28T 24.3 61.9 28B 22.0 70.1 - - 27 22.0 74.5 - - - 26 18.1 80.0 - - - 25 24.0 79.0 - - - TOR 18.4 83.7 BOR ' 1.2 - - - - 92.4 - - - FLG 0.5 93.2 DC1 -4.0 97.6 DC2 -4.0 - - - - 103.6 SRC 0.0 SOURCE 102.8 1237.9 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ®DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -99.5 2.067 PL 4.00 PF 2.2 1A 22.6 16.8 35.1 99.5 9.5 120 FTG 2ET PE -0.1 1 _ _ 22.8 0.0_ 37.3 0.0 0.093 TL 24.00 PV Pipe: 2 -99.5 2.723 PL 5.00 PF 0.1 1 22.8 0.0 37.3 0.0 5.5 120 FTG ---- PE 0.0 2A 22.8 16.8 37.4 '102.7 0.024 TL 5.00 PV Pipe: 3 -202.2 2.723 PL 9.00 PF 0.8 2A 22.8 16.8 37.4 102.7 11.1 120 FTG ---- PE -0.1 3A 23.1 16.8 38.0 103.6 0.090 TL 9.00 PV Pipe: 4 -305.9 2.723 PL 10.00 PF 1.9 3A 23.1 16.8 38.0 103.6 16.9 120 FTG ---- PE -0.1 4A 23.4 16.8 39.9 106.1 0.194 TL 10.00 PV Pipe: 5 -411.9 2.723 PL 34.08 PF 22.3 4A 23.4 16.8 39.9 106.1 22.7 120 FTG T2L PE -0.4 0 30T 24.3 0.0 61.7 0.0 0.337 TL 66.08 PV Pipe: 6 -411.9 2.723 PL 2.33 PF 7.2 30T 24.3 0.0 61.7 0.0 22.7 120 FTG T PE 1.0 30B 22.0 0.0 69.9 0.0 0.337 TL 21.33 PV Pipe: 7 -102.1 2.723 PL 10.00 PF 0.3 5A 22.4 16.8 37.0 102.1 5.6 120 FTG ---- PE -0.1 6A 22.8 16.8 37.1 102.3 0.026 TL 10.00 PV Pipe: 8 -204.4 2.723 PL 10.00 PF 0.9 6A 22.8 16.8 37.1 102.3 11.3 120 FTG ---- PE -0.1 7A 23.1 16.8 37.9 103.4 0.092 TL 10.00 PV Pipe: 9 -307.8 2.723 PL 10.00 PF 2.0 7A 23.1 16.8 37.9 103.4 17.0 120 FTG ---- PE -0.1 8A 23.4 16.8 39.7 105.8 0.196 TL 10.00 PV Pipe: 10 -413.6 2.723 PL 34.08 PF 22.4 8A 23:4 16.8 39.7 105.8 22.8 120 FTG T2L PE -0.4 29T 24.3 0.0 61.7 0.0 0.339 TL 66.08 PV Pipe: 11 -413.6 2.723 PL 2.33 PF 7.2 29T 24.3 0.0 61.7 0.0 22.8 120 FTG T PE 1.0 29B 22.0 0.0 70.0 0.0 0.339 TL 21.33 PV Pipe: 12 -99.4 2.067 PL 7.00 PF 2.5 0 9A 22.4 16.8 35.0 99.4 9.5 120 FTG 2ET PE -0.1 9 22.8 0.0 37.4 0.0 0.093 TL 27.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -99.4 2.723 PL 4.00 PF 0.1 9 22.8 0.0 37.4 0.0 5.5 120 FTG ---- PE 0.0 10A 22.8 16.8 37.5 102.8 0.024 TL 4.00 PV Pipe: 14 -202.2 2.723 PL 10.00 PF 0.9 10A 22.8- 16.-8 37.5 102.8 11.1 120 FTG --_- PE -0.1 11A 23.1 16.8 38.2 103.9 0.090 TL 10.00 PV Pipe: 15 -306.1 2.723 PL 10.00 PF 1.9 11A 23.1 16.8 38.2 103.9 16.9 120 FTG ---- PE -0.1 12A - 23.4 16.8 40.1 106.3 0.194 TL 10.00. PV Pipe: 16 -412.4 2.723 PL 34.08 PF 22.3 12A 23.4 16.8 40.1 106.3 22.7 120 FTG T2L PE -0.4 28T 24.3 0.0 61.9 0.0 0.338 TL 66.08 PV Pipe: 17 -412.4 2.723 PL 2.33 PF 7.2 28T 24.3 0.0 61.9 0.0 22.7 120 FTG T PE 1.0 28B 22.0 0.0 70.1 0.0 0.338 TL 21.33 PV Pipe: 18 -411.9 6.357 PL 10.00 PF 0.1 30B 22.0 0.0 69.9 0.0 4.2 120 FTG ---- PE 0.0 29B 22.0 0.0 70.0 0.0 0.005 TL 10.00 PV Pipe: 19 -825.6 6.357 PL 10.00 PF 0.2 29B 22.0 0.0 70.0 0.0 8.3 120 FTG ---- PE 0.0 28B 22.0 0.0 70.1 0.0 0.020 TL 10.00 PV Pipe: 20 -1238.0 6.357 PL 67.00 PF 4.4 28B 22.0 0.0 70.1 0.0 12.5 120 FTG T PE 0.0 27 22.0 0.0 74.5 0.0 .. 0.042 TL 105.00 PV Pipe: 21 -1238.0 6.357 PL 79.67 PF 3.8 27 22.0 0.0 74.5 0.0 12.5 120 FTG L PE 1.7 26 18.1 0.0 80.0 0.0 0.042 TL 90.67 PV Pipe: 22 -1238.0 8.249 PL 62.83 PF 1.6 26 18.1 --0.0 80.0 0.0 7.4 120 FTG 5L PE -2.5 25 24.0 .0.0 19.0 0.0 0.012 TL 137.83 PV Pipe: 23 -1238.0 8.249 PL 134.83 PF 2.3 25 24.0 0.0 79.0 0.0 7.4 120 FTG 4L PE 2.4 TOR 18.4 0.0 • . 83.7 0•.0• -0.012 TL- 194.83 PV' Pipe: 24 -1238.0 8_249 PL 17.25 PF 1.2 TOR 18.4 0.0 83.7 0.0 7.4 120 FTG TGA PE 7.5 BOR 1.2 0.0 92.4 0.0 0.012 TL 100.25 PV Pipe: 25 -1238.0 8.249 PL 5.75 PF 0.5 BOR 1.2 0.0 92.4 0.0 7.4 120 FTG T PE 0.3 FLG 0.5 0.0 93.2 0.0 0.012 TL 46.75 PV 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -1238.0 8.390 PL 260.00 PF 2.5 FLG 0.5 0.0 93.2 0.0 7.2 140 FTG 2L PE 1.9 DC1 -4.0 0.0 97.6 0.0 0.008 TL 304.00 PV Pie: 27 FIXED PRESSURE LOSS DEVICE, DC2 -4.0 0.0 103.6 0.0 6.0 psi, 1238.0 gpm DC1 -4.0 0.0 97.6 0.0 Pipe: 28 -1237.9 8.390 PL 50.00 PF 0.9 DC2 -4.0 0.0 103.6 0.0 7.2 140 FTG TG PE -1.7 SRC 0.0 SRCE 102.8 (N/A) 0.008 TL 116.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.133 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.8 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: B MATERIAL: THNWL HWC: 120 - Diameter Equivalent Fitting Lengths.in Feet •• (in) • E T ' L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 8.390 31_00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee -Lt -Ell Chk-VA Bfy-Va Gate -v Al-Va 2.723 10.00 19.00 6.50 23.00 11.00 2.00 13.00 16.00 0.00 0 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/29/2010 JOB TITLE: SHASTA BEVERAGE WATER SUPPLY ANALYSIS E O L •) co 0 0) a O 0 0 Static: 120.00 psi Resid: • E rn C 14sa 01 O1 at • • 00 )+r a)r O m 44 m >, p 0)v 0 VIri or -I (0 aE H a) ") a) W 1.4 CO ca 0 •ri a •r+ av i. u d (DaG Lei O O m 1mi • ��aiv1) ro r) tr. cv r•1 T:\HASS\PIETROD\SHASTA2.SDF O O O N 0 0 O N 1-1 r-1 - ch aC 0- w a, (4 43 co c4- -- a co O CO O O O N O O FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/29/2010 T:\HASS\PIETROD\SHASTA2.SDF JOB TITLE: SHASTA BEVERAGE WATER SUPPLY CURVE 120*\ 1 \ 1 0 I \ 110+ \ \\ I \ 100+ 90+ \\ P 80+ \ R I \\ E 1 \ s 1 \ S 70+ \ U 1 \ R I \\ E I \ 60+ \ ( 1 P I \ S I \ I 50+ \\ 1 I \ I \ 40+ _ \ I \ 1 \\ 1 30+ I \ I \ 1 20+ LEGEND 20.0 psi @ 6685 gpm-> *. 1 Flow Test Point • 1 X = Required Water Supply " I _102.80 psi. @ 147.9 gpm. " 10+ • .11 1 0 = Available Water Supply 113.79 psi @ 1487.9 gpm " i ^ 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 0 0 0 Tol-Brace Seismic Calculations Patriot Fire Protection, Inc. Project Address: SHASTA BEVERAGE 2707 - 70th Ave E Ll 1227 ANDOVER PARKWAY EAST Tacoma, WA 98424 JC( > a bfatd 114 i0� of r-7 253-926-2290 TUKWILA, WA 98188 38081321 Job # 11-1769 Calculations based on 2007 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) 15' m 7" 4.75 Maximum Brace Length ( )_ _ Bracing Material 11/2" Sch.40 Angle from Vertical 60° Min. _ Least Rad. of Gyration 0.623" (16 mm) LIR Value 300 Max Horizontal Load 1527 lbs (693 kg) Force Factor (Cp) 0.66116000000000008 Tolco Component Fig. Number Adjusted Load Fig.2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) *Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 , *1 UNIVERSAL SWAY .r Fastener Information BRACE FITTING TOLCO FIG. 2002 SWAY BRACE ATTACHMENT Fastener Orientation NFPA Type F Type Fig.825 Across Beam Diameter N/A_ - Length N/A - Maximum Load 1745 lbs (792 kg) STEEL PIPE �` LATERAL BRACE 1111P 44( V - ' Brace Identification on Plans 6 -LATERAL Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) ' 305 lbs (138 kg) 2'/z' Sch.7 Steel Pipe (63.5 mm) 290.67ft (88.6 m) 980 lbs (445 kg) Percentage added for Fittings and Sprinklers 15% 193 lbs (87.54 kg) Total Adjusted Load of all pipe within Zone of Influence 1477 lbs (670 kg) {Tol-Brace Version 7} ToI-Brace Seismic Calculations SHASTA BEVERAGE 1227 ANDOVER PARKWAY EAST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1769 6 -LATERAL NFPA Type F 6" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 11/2" Sch.40 15' 7" (4.75 m) 300 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence CoJ‘[11CLCl-1J_ a brard of = 6" Sch.10 Steel Pipe (152 4 mm) 20ft (6 1 m) 2W Sch.7 Steel Pipe (63.5 mm) 290.67ft (88 6 m) G -Factor Used 0.66116 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1477 lbs (670 kg) Material Capacity 1527 lbs (693 kg) Fastener Capacity 1745 lbs (792 kg) Fig.2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member METAL BAR JOIST Calculations prepared by PIETRO DEMONTE 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Patriot Fire Protection, Inc. Project Address: SHASTA BEVERAGE 2707 - 70th Ave E Liri Jl''' Tacoma, WA 98424 1227 ANDOVER PARKWAY EAST a bfar 253-926-2290 TUKWILA, WA 98188 38081321 - - Job # 11-1769 Calculations based on 2007 NFPA Pamphlet #13 of uar= i 3inn) Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Maximum Brace Length 15 7" (4.75 m) Bracing Material 11/2" Sch.40 Angle from Vertical 60° Min. _ _ _ _ Least Rad. of Gyration 0.623" (16 mm) UR Value 300 Max Horizontal Load 1527 lbs (693 kg) Force Factor (Cp) 0.66116000000000008 Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) 'Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail •r, .cc . e a 'I;,_ l?al.r-irE Al Pna_E . Ick--• aTT4r,H:1E1.1 ..s T.:LC. FO 'j i 1:YLF':aeL;FR A r-,_,,,^, �� !p ', -1- or; 11 'din.. SFE :�yy P F-� Art"-4 SRM:i �`- ;PE 4 Fastener Information NFPAT Type Fastener Orientation Yp Type Fig.825 Diameter N/A Length N/A Maximum Load 1745 lbs (792 kg) �j4 a.� T,J.�I�t�It1 f, r `r 1 Brace Identification on Plans 6-LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe; 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 80ft (24.4 m) 1218 lbs (552 kg) Percentage added for Fittings and Sprinklers 15% 183 lbs (83.01 kg) Total Adjusted Load of all pipe within Zone of Influence 1401 lbs (635 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations SHASTA BEVERAGE 1227 ANDOVER PARKWAY EAST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1769 6 -LONGITUDINAL NFPA Type F 6" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 11/2" Sch.40 15' 7" (4.75 m) 300 60° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence a beard of =Er 6" Sch 10 Steel Pipe (152 4 mm) 80ft (24.4 m) G -Factor Used 0.66116 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1401 lbs (635 kg) Material Capacity 1527 lbs (693 kg) Fastener Capacity 1745 lbs (792 kg) Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member METAL BAR JOIST Calculations prepared by PIETRO DEMONTE *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: SHASTA BEVERAGE 1227 ANDOVER PARKWAY EAST TUKWILA, WA 98188 Job # 11-1769 Calculations based Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 253-926-2290 38081321 on 2007 NFPA Pamphlet #13 _ L I^ 0 ~ �t �^ ter- �'' a �rarJ of ` ` `�' Brace Information Percentage added for Fittings and Sprinklers Tolco Brace Components Maximum Spacing 25' 0" (7.62 m) Maximum Brace Length 3' 6" (1.07 m) 1" Bracing MaterialSch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.421" (11 mm) LIR Value 100 Max Horizontal Load 7384 lbs (3349 kg) Force Factor (Cp) 0.66116000000000008 - Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO UNIVERSAL BRACE TOLCO FIG. 1001 FAST CLAMP Detail FIG. 980 SiAAY FITTING Fastener Information ' Fastener Orientation NFPA Type F Type Lag -Screw Diameter 5/8in. (16 mm) Length 51/2in. (140 mm) Maximum Load 775 lbs (352 kg) STEEL PIPE LATERAL BRACE Brace Identification on Plans 8 -LATERAL Orientation of Brace Lateral Braced Pipe: 8" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 25ft (7.6 m) 662 lbs (300 kg) Percentage added for Fittings and Sprinklers 15% 99 lbs (44.91 kg) Total Adjusted Load of all pipe within Zone of Influence 762 lbs (346 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations SHASTA BEVERAGE 1227 ANDOVER PARKWAY EAST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1769 8 -LATERAL NFPA Type F 8" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 3'6"(1.07m) 100 60° 5/8 x 5-1/2 (16 x 140 mm) Lag -Screw 5'/zin. (140 mm) Summary of Pipe within Zone of Influence a brard of L L✓ C:Cr 8" Sch.10 Steel Pipe (203.2 mm) [25fit (7.6 m) G -Factor Used 0.66116 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 762 lbs (346 kg) Material Capacity 7384 lbs (3349 kg) Fastener Capacity 775 lbs (352 kg) Fig.1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member METAL BAR JOIST Calculations prepared by PIETRO DEMONTE *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Patriot Fire Protection, Inc. Project Address: SHASTA BEVERAGE 2707 - 70th Ave E id 0 TQLIICO.. Tacoma, WA 98424 •.r 1227 ANDOVER PARKWAY EAST a brand of NUBCCY 253-926-2290 TUKWILA, WA 98188 38081321 Job # 11-1769 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 15' 0° mL Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. .(4.57 3 6 1 07 m Maximum Brace Length ' " _•-_ --. -)_ _-. _._ _-- Bracing Material 1" Sch.40 Angle from Vertical 60°Min. Least Rad. of Gyration 0.421" (11 mm)__ UR Value oo__. Max Horizontal Load 7384 lbs (3149 kg) Force Factor (Cp) 0.66116000000000008 Assembly l.::,«::: «t; ' l.T, a`,L ':',.`do P'. F "-T"6 ICE. =FE afc'Ivt; -._ RA:= TA :;IrC J: : Pt: ;:: kir F,, - Ij Detail ,a;1 -. 4`, - Fastener Information Fastener Orientation NFPA Type I Type Lay -Screw Diameter 5/8in. _(16 mm) Length 51/2in. (140 mm) Maximum Load 460 lbs (209 kg) :i4v. r -k j. 1 •` 1 , 1 1 Brace Identification on Plans 8 -LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe: 8" Sch.10 Steel Pipe Load Information Size and Type of Pipe Percentage added for Fittings and Sprinklers Total Length 15% Total Adjusted Load of all pipe within Zone of Influence Total Calculated Load 60 lbs (27.22 kg) 457 lbs (207 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations SHASTA BEVERAGE Job # 11-1769 0 -mama a brand of NUB= 1227 ANDOVER PARKWAY EAST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 8 -LONGITUDINAL NFPA Type I 8" Sch.10 Steel Pipe 15'0" (4.57 m) Longitudinal 1" Sch.40 3'6"(1.07m) 100 60° 5/8 x 5-1/2 (16 x 140 mm) Lag -Screw 51/2in. (140 mm) Summary of Pipe within Zone of Influence G -Factor Used 0.66116 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 457 lbs (207 kg) Material Capacity 7384 lbs (3349 kg) Fastener Capacity 460 lbs (209 kg) Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member Glu -Lam Beam Calculations prepared by PIETRO DEMONTE *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com • ARCHER. CONSTRUCTION, INC 7855 South 206th Street, Kent, WA 98032 • Phone: 253-872-7222 •Fax: 253-872-7277 FIRE SPRINKLER EQUIPMENT SUBMITTAL FOR Shasta Beverages Inc, 1227 Andover Park E Tukwila, WA 98188 Archer 3ob # S19-002 TABLE OF CONTENTS Section 1- Pipe and Fittings 1. Schedule 10 & Schedule 40 — Bull Moose 2. Ductile Iron Threaded Fittings - Anvil 3. Grooved Fittings & Couplings — Victaulic 4. Mechanical Tees — Victaulic 922 & 920 5. Flexible Sprinkler Pipe — Victaulic Vic -Flex Section 2 - Hangers and Sway Bracing 1. Hanger Ring — Erico 115 2. Sammy Super Screw (Wood) — Sammy Super Screw & Sidewinder 3. SBC Stamped Beam Clamp — Erico 4. Pipe Clamps — B2400 Standard Pipe Strap 5. Retainer Strap — Erico Model 300C 6. Universal Structural Attachment — Erico Model CSBUNIV050EG 7. Quick Grip Lateral Sway Brace — Erico CSBQG 8. Quick Grip Lateral Sway Brace Jr. — Erico CSBQIK 9. Tolco — Threaded Side Beam Bracket 10. Tolco — No -Thread Swivel Sway Brace Attachment- Fig.909 Section 3 - Fire Sprinklers 1. Upright, Pendent QR — Victaulic Model V2703 & V2708 2. Viking — Sprinkler Water Shields & Guards - Standard Response Upright Sprinkler VK100 (K 5.6) - Standard Response Pendent Sprinkler VK102 (K 5.6) 3. Tolco — EC -11- TY5237 TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (LAB) Address: 7855 S. 206th St Kent, WA 98032 Fr .LT•N 1227 Andover Park E Phone: 253 872-7222 d7gBusine's `innde Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.13a m) Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. Least Rad. of Gyration 0 42" (1. mm) UR Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO"' Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT'" components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail NO -THREAD BRACE TOLCO FIG. 1001 FAST CLAMP TOLCO FIG. 90* SWIVEL SWAY ATTACHMENT �I STEEL PIPE / 15 ft (4.6 m) 15 ft (4.6 m) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Lag -Screw 1.5" (40 mm) ,,'�� Vhf , � .�'. , • ' .i Diameter 1/2in. _ __ ______-.__.________ Length 471 /2in. _. _...._.-_ ................................. Maximum Load 400 lbs (181 kg) Prying Factor N/A ____________ Brace Identification on Plans. Brace Type Lateral (XJ Longitudinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 15 ft (4.6 m) 15 ft (4.6 m) 4.22 lb/ft (6.28 kg/m) 63 lbs (29 kg) 1.5" (40 mm) Sch. 10 33 ft (10.1 m) 33 ft (10.1 m) 3.04 Ib/ft (4.52 kg/m) 100 lbs (45 kg) 1" (25 mm) Sch. 40 25 ft (7.6 m) 25 ft (7.6 m) 2.05 Ib/ft (3.05 kg/m) 51 lbs (23 kg) Subtotal Weight 214 lbs (97 kg) Wp (inc. 15%) 246 lbs (112 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 15 f Total (Fpw) 185 lbs (84 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) 390 Ib (176 kg) race version Use of TOLBrace'" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (LAB) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 1 NFPA Type E 2" Sch.10 Steel Pipe 15 0" (4.57 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence E:T•N Powermq 3usme.,s WoOdsm ie 2" Sch.10 Steel Pipe (50.8 mm) 15 ft (4.6 m) 1.5" Sch 10 Steel Pipe (38.1 mm) 33 ft (10.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 25 ft (7.6 m) o IINISINNOTON WATO CORTIPICATO OP COMPIMMOY P111 /NOTN4TION IMPOONKIJOt SYSTEM Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARC I* 19DR 4 1 G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 185 lbs (84 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member TJI Sandwich Calculations prepared by Ted Queen • The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attachad to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Be vera-ges (LAB) Address: 7855 S. 206th St Kent, WA 98032 I:UN 1227 Andover Park E Phone: 253-872-7222 Powering"'e` "1144 e Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT'" components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2134 m) Diameter of Brace 1" Sch.40 Typeof Brace Sch. 10 __........_.._....- .-----._..__._......._........_..._......... 45° Min. Angle of Brace ...__._. ..._. _ Least Rad. of Gyration 0.42"_(11 mm� UR Value 200 _.._.._._..-........_.....___ Max Horizontal Load 1310 lbs (594 kg) Seismic Brace Assembly Detail eaRWMA6A.°.1144,RO 1140.11, TOVZO MM. ..o.. 114110 3 SWAY UClAMMIM M' Mn ct %i 1111. t 0 %�' -- Q ' _....� _ aaaA �� 25 ft (7.6 m) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Lag -Screw Diameter 1/2in._ .____.._._._ __._._ _ _ _. Length 4-1/2in. Maximum Load 400 lbs (181 kg) Prying Factor N/A Brace Identification on Plan Brace Type Lateral (] Longitudinal [X] 4 -Way [ ] 122 lbs (55 kg) Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 25 ft (7.6 m) 25 ft (7.6 m) 4.22 Ib/ft (6.28 kg/m) 106 lbs (48 kg) Subtotal Weight 106 lbs (48 kg) Wp (incl. 15%) 122 lbs (55 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 25 I Total (Fpw) 91 lbs (41 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) N/A fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (LAB) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 2 NFPA Type E 2" Sch.10 Steel Pipe 25'0" (7.62 m) Longitudinal 1" Sch.40 7' 0' (2.13 m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence F:T•N Powering 8usrnes<Wolf, tmie 2" Sch.10 Steel Pipe (50.8 mm) 1 25 ft (7.6 m) • ttrA1NNIIITON STATE O■I 1MGA7N 0111 o0N/N11IICY MRS 1N07N6TION VPRINIamt SYSTOW, Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCI*21 9DR G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 91 lbs (41 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 4LA Clamp 707 lbs (321 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member Top Plate of Wall Calculations prepared by Ted Queen " The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com • WASHINGTON STATE cERTMICATE OP comprnosay LIRE PROTECTION SPRINKLER STEMS Theodore M. Queen 0` 4930-0205-C Level 3 Archer Construction, Inc. AI j l" 19DR illsosbre 5 ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT,WA 98032 HYDRAULIC CALCULATIONS FOR SHASTA BEVERAGE (NEW LAB) 1227 ANDOVER PARK EAST, TUKWILA, WA. REVISED 4-11-2019 DRAWING NUMBER:FP 1 of 1 DATE: APR 11, 2019 -DESIGN DATA - REMOTE AREA LOCATION:NEW LAB REMOTE AREA NUMBER:1 OCCUPANCY CLASSIFICATION:OHG II DENSITY: 20 gpm/sq. ft. AREA OF APPLICATION: ENTIRE AREA sq. ft. COVERAGE PER SPRINKLER:104 sq. ft. TYPE OF SPRINKLERS CALCULATED: 5.6 NUMBER OF SPRINKLERS CALCULATED:11 *IN -RACK SPRINKLER DEMAND: NA gpm HOSE -STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 518.6 FLOW AND PRESSURE (AT CITY): 518.6 gpm @ gpm 66.5 psi TYPE OF SYSTEM:WET *VOLUME OF DRY OR PREACTION SYSTEM:NA *DETAILS: WATER SUPPLY Source: CITY Test Date: Test By: Location: Static:148 psi Residual:20 psi Flow:7117 gpm Source Elevation Relative to Finished Floor Level: INSTALLING CONTRACTOR Name: ARCHER CONST. Address: Phone: Certification number: NAME OF DESIGNER:TED AUTHORITY HAVING JURISDICTION: TUKWILA ft. NOTES:SEE SHT. 6 FOR EQUIVALENT FITTING TABLE, 8" FEBCO 805Y BF Calculations performed by HASS under license # 16031162 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations (Notes continue after pipe calculations results.) results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf WATER SUPPLY ANALYSIS 160.0 lA 140.0 G.20.0 A U 6.00.0 E 80.0 R E 2A 60.0 S S U 40.0 R E 20.0 p s 0.0 i )-14.7 Static: 148.00 psi Resid: 20.00 psi Flow: 7117.0 gpm B LEGEND 1 0 Available pressure 146.99 psi @ 518.6 gpm 2 g Required pressure 66.49 psi @ 518.6 gpm lA g Avail. OnSite Demand Pre: 146.99 psi @ 268.6 gpm 2A m Req. OnSite Demand Press. 66.49 psi @ 268.6 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source \ 16(24032004000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf NFPA WATER SUPPLY DATA SOURCE NODE TAG 100 STATIC RESID. FLOW AVAIL. TOTAL PRESS. PRESS. @ PRESS. @ DEMAND (PSI) (PSI) (GPM) (PSI) (GPM) REQ'D PRESS. (PSI) 148.0 20.0 7117.0 147.0 518.6 66.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 100 1 1A 2 2A 3 3A 4 4A 5 5A 6 6A 7 7A 8 8A 9 9A 10 10A 11 12 501 500 101 102 ANALYSIS DATA TAG ELEVATION (FT) 0.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 9.0 8.0 20.3 20.3 20.3 1.0 0.0 0.0 NODE TYPE 518.6 GPM 250.0 GPM 0.0 GPM 268.6 GPM PRESSURE DISCHARGE NOTES (PSI) (GPM) SOURCE 66.5 - - - - 27.2 K= 5.60 21.6 - - - - 27.4 K= 5.60 21.6 - - - - 28.1 K= 5.60 22.1 29.7 K= 5.60 23.4 - - - - 33.0 K= 5.60 24.0 - - - - 28.3 K= 5.60 22.4 - - - - 28.5 K= 5.60 22.6 29.3 K= 5.60 23.2 - - - - 31.0 K= 5.60 24.5 - - - - 34.3 K= 5.60 24.9 - - - - 49.3 49.4 49.5 57.9 66.5 58.5 268.6 26.0 26.0 26.3 27.1 27.4 26.5 26.6 27.0 27.7 27.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf NFPA PIPE DATA Pipe Tag K-fac Add Fl Add F1 To Fit: L C Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 1 5.60 26.0 Disch 21.33 120 1 9.0 27.2 0.0 1.000 E: 2.0 7.00 lA 8.0 21.6 26.0 1.049 T: 5.0 28.33 0.212 Pipe: 2 5.60 26.0 Disch 22.58 120 2 9.0 27.4 0.0 1.000 E: 2.0 7.00 2A 8.0 21.6 26.0 1.049 T: 5.0 29.58 0.211 Pipe: 3 5.60 26.3 Disch 22.58 120 3 9.0 28.1 0.0 1.000 E: 2.0 7.00 3A 8.0 22.1 26.3 1.049 T: 5.0 29.58 0.217 Pipe: 4 5.60 27.1 Disch 22.58 120 4 9.0 29.7 0.0 1.000 E: 2.0 7.00 4A 8.0 23.4 27.1 1.049 T: 5.0 29.58 0.228 Pipe: 5 5.60 27.4 Disch 31.33 120 5 9.0 33.0 0.0 1.000 2E: 4.0 9.00 5A 8.0 24.0 27.4 1.049 T: 5.0 40.33 0.233 Pipe: 6 5.60 26.5 Disch 22.00 120 6 9.0 28.3 0.0 1.000 E: 2.0 7.00 6A 8.0 22.4 26.5 1.049 T: 5.0 29.00 0.219 Pipe: 7 5.60 26.6 Disch 22.00 120 7 9.0 28.5 0.0 1.000 E: 2.0 7.00 7A 8.0 22.6 26.6 1.049 T: 5.0 29.00 0.221 Pipe: 8 5.60 27.0 Disch 22.00 120 8 9.0 29.3 0.0 1.000 E: 2.0 7.00 8A 8.0 23.2 27.0 1.049 T: 5.0 29.00 0.226 Pipe: 9 5.60 27.7 Disch 22.00 120 9 9.0 31.0 0.0 1.000 E: 2.0 7.00 9A 8.0 24.5 27.7 1.049 T: 5.0 29.00 0.238 Pipe: 10 5.60 27.9 Disch 32.00 120 10 9.0 34.3 0.0 1.000 2E: 4.0 9.00 10A 8.0 24.9 27.9 1.049 T: 5.0 41.00 0.241 Pipe: 11 0.0 0.0 10.17 120 2 9.0 27.4 26.0 1A 1.500 0.00 1 9.0 27.2 26.0 1.682 10.17 0.021 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 12 0.0 26.0 1 9.54 120 3 9.0 28.1 26.0 2A 1.500 0.00 2 9.0 27.4 52.0 1.682 9.54 0.077 Pipe: 13 0.0 52.0 2 10.00 120 4 9.0 29.7 26.3 3A 1.500 0.00 3 9.0 28.1 78.4 1.682 10.00 0.163 Pipe: 14 0.0 78.4 3 1.46 120 5 9.0 33.0 27.1 4A 1.500 T: 9.9 9.90 4 9.0 29.7 105.5 1.682 11.36 0.283 Pipe: 15 0.0 0.0 10.17 120 7 9.0 28.5 26.5 6A 1.500 0.00 6 9.0 28.3 26.5 1.682 10.17 0.022 Pipe: 16 0.0 26.5 6 9.54 120 8 9.0 29.3 26.6 7A 1.500 0.00 7 9.0 28.5 53.1 1.682 9.54 0.080 Pipe: 17 0.0 53.1 7 10.00 120 9 9.0 31.0 27.0 8A 1.500 0.00 8 9.0 29.3 80.1 1.682 10.00 0.170 Pipe: 18 0.0 80.1 8 1.46 120 10 9.0 34.3 27.7 9A 1.500 T: 9.9 9.90 9 9.0 31.0 107.8 1.682 11.36 0.295 Pipe: 19 0.0 105.5 4 10.79 120 10 9.0 34.3 27.4 5A 2.000 0.00 5 9.0 33.0 132.9 2.157 10.79 0.129 Pipe: 20 0.0 132.9 5 17.17 120 11 20.3 49.3 27.9 10A 2.000 2E:12.3 24.61 10 9.0 34.3 268.6 2.157 T:12.3 41.78 0.475 Pipe: 20A 0.0 0.0 40.00 120 12 20.3 49.4 268.6 10 6.000 0.00 11 20.3 49.3 268.6 6.357 40.00 0.002 Pipe: 21 0.0 0.0 110.00 120 501 20.3 49.5 268.6 11 8.000 2L:30.5 30.54 12 20.3 49.4 268.6 8.249 140.54 0.001 Pipe: 22 0.0 0.0 19.33 120 500 1.0 57.9 268.6 12 8.000 G: 4.7 41.11 501 20.3 49.5 268.6 8.249 A:36.4 60.44 0.001 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf Pipe Tag K-fac Add Fl Add Fl To Fit: L C I Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F I To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. 1 Pipe: 23 0.0 102 0.0 58.5 500 1.0 57.9 Pipe: 24 101 0.0 66.5 102 0.0 58.5 Pipe: 25 Source 100 0.0 66.5 101 0.0 66.5 NOTES (HASS): 0.0 268.6 501 268.6 0.0 268.6 500 268.6 0.0 268.6 102 268.6 D8.000 2L:44.0 8.390 220.00 140 44.00 264.00 0.000 Fixed Pressure Loss Device 8.0 psi, 268.6 gpm D8.000 T:59.0 8.390 G: 7.0 10.00 140 66.00 76.00 0.000 (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 16031162 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.6 ft/sec at pipe 20. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 100 under full flow conditions is 146.34 psi with a flow of 679.11 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA LAB.SDF JOB TITLE: Shasta Lab .20-900sf PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.682 4.95 9.90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (2 STORY OFFIC Address: 7855 S. 206th St Kent, WA 98032 E181 N 1227 Andover Park E Phone: 253-872-7222 Pow% �e' W"" Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'.0" (2.134 71,1TOLCOT"" Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 _ 45° Min. Angle of Brace . _........................................... . Least Rad. of Gyration 0.42" (1.1211111/.____. ............ ... UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.909 No-Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT'" components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 9i• NO-THREAD SWIVEL SWAY BRACE ATTACHMENT STEEL PIPE .� �, ^ 25 ft (7.6 m) Fastener Information Orientation to ConnectingSurface NFPA Type E Fastener Type Through Bolt• 147 lbs (67 kg) 1.5" (40 mm) Sch. 40 TOLCO FIG. 1001 FAST CLAMP ?Jl t S RAi('a(N1L ry .� `• Diameter 1/2" Length 5'._......._ ... _........... _... _.............._...____ ......_........... Maximum Load 620 lbs (281 kg) Prying Factor Sch. 40 Brace Identification on Plans 1A @ TJI Brace Type Lateral [X] Longi a [ ] 4-Way [ 1 2.93 lb/ft (4.36 kg/m) Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5" (65 mm) Sch. 10 25 ft (7.6 m) 25 ft (7.6 m) 5.89 lb/ft (8.77 kg/m) 147 lbs (67 kg) 1.5" (40 mm) Sch. 40 31.5 ft (9.6 m) 31.5 ft (9.6 m) 3.61 Ib/ft (5.37 kg/m) 114 lbs (52 kg) 1.25" (32 mm) Sch. 40 22 ft (6.7 m) 22 ft (6.7 m) 2.93 lb/ft (4.36 kg/m) 64 lbs (29 kg) —1 1" (25 mm) Sch. 40 50 ft (15.2 m) 50 ft (15.2 m) 2.05 lb/ft (3.05 kg/m) 102 lbs (46 kg) Subtotal Weight 427 lbs (194 kg) Wp (ind. 15%) 491 lbs (223 kg) Main Size Type/Sch. Spacing (ft) 2.5" Sch. 10 25 I Total (Fpw) 368 lbs (167 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) 513 Ib (232 kg) race version Use of TOLBraceT" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (2 STORY OFFICE) Job # S19-007 1227 Andover Park E Brace Identification 1A @ TJI Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 2.5" Sch.10 Steel Pipe Spacing of Brace 25 0" (7.62 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Through Bolt Length of Fastener 5" Summary of Pipe within Zone of Influence E T•N Powenng &rsfess 14,04frwee 2.5" Sch.10 Steel Pipe (63.5 mm) 25 ft (7.6 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 31.5 ft (9.6 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 22 ft (6.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 50 ft (15.2 m) r 1 VIIMNIN*TOR *TATO 6OITWIOIATO OF OOMO'IONcy NRO PROTECTION OPIONIOAR *Y*TOM* Theodore M. Queen ilk. 4930-0205-G Level 3 Archer Construction, Inc. A H *219D R Q'" 1r ■ G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 369 lbs (167 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 620 lbs (281 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member TJI Sandwich Calculations prepared by Ted Queen ' The destripdon (Atha Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (2 STORY OFFIC Address: 7855 S. 206th St Kent, WA 98032 Fs*1•11 1227 Andover Park E Phone: 253-872-7222 ng et`r"ess Wilvidw e Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 01(2.134 m) Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 __. Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCOTm Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO TM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail NO -THREAD BRACE TOLCO FIG. 1001 FAST CLAMP TOLCO FIG. 9 s ' ATTACHMENT SWIVEL SWAY 4) STEEL PIPE 4. 'N 1 Sch. 10 128 ft (8.5 m) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Tyle Lag -Screw '• • '• Diameter 1/2in. Length 4-1/2in. Maximum Load 400 lbs (181 kg) Prying Factor N/A Brace Identification on Plan -1110 Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] 165 lbs (75 kg) (TOLBracer" Version 8) Use of TOLBrace," is subject to teens and conditions per the end user license agreement Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5" (65 mm) 1 Sch. 10 128 ft (8.5 m) 28 ft (8.5 m) 15.89 Ibfft (8.77 kg/m) 165 lbs (75 kg) Subtotal Weight 165 lbs (75 kg) Wp (ind. 15%) 190 lbs (86 kg) Main Size 2.5" Type/Sch. Sch. 10 Spacing (ft) 28 I Total (Fpw) 142 lbs (65 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) 420 Ib (190 kg) (TOLBracer" Version 8) Use of TOLBrace," is subject to teens and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (2 STORY OFFICE) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 1 NFPA Type E 2.5" Sch.10 Steel Pipe 28' 0" (8.53 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence E:t•H Powenng Busman Waldcvde 2.5" Sch.10 Steel Pipe (63.5 mm) 28 ft (8.5 m) WASI NIOTON STAT! CORTIPICATE O! cONNITENC'Y Ab PROTECTION SPN1Np,NR SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. AII* 19DR Sloane a G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 142 lbs (64 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member BEAM Calculations prepared by Ted Queen • The description of the Structural Member is for informational purposes only. TOLBraceTN software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.toIco.com TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (2 STORY OFFIC Address: 7855 S. 206th St Kent, WA 98032 ETA 12_2_7 Andover Park E ...___ _._.. _. _ _ ...... .... Phone: 253-872-7222 Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 o" g.1341-9 Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 _ ___ __ __, Angle of Brace 45° Min. --.... -!in .. Least Rad. of Gyration 0.42'(11 mm) __. ___ UR Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCOTM Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for TOLCO'"" components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail .wra.core«, ,is,- .../ E i # ." #`' • "°' Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Lag -Screw Diameter 1/2in.� _ Length 4-1/tin. Maximum Load 400 lbs (181 kg) Prying Factor N/A Brace Identification on Plans 2 Brace Type Lateral [ ] Longitudinal [X] 4 -Way [ ] se of TOLBraceTM is subject to terms and conditions per the end user license agreement Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) 1 Sch. 10 128 ft (8.5 m) 28 ft (8.5 m) 4.221b/ft (6.28 kg/m) 118 lbs (54 kg) Subtotal Weight 118 lbs (54 kg) Wp (ind. 15%) 136 lbs (62 kg) Main Size 2" Type/Sch. Sch. 10 Spacing (ft) 28 f Total (Fpw) 102 lbs (46 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) WA se of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (2 STORY OFFICE) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 2 NFPA Type E 2" Sch.10 Steel Pipe 28' 0" (8.53 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence E:T•N Powering &regress WattoWee 2" Sch.10 Steel Pipe (50.8 mm) 128ft(8.5m) ft WASHINGTON STATE CERTR ICATE OP COMPETENCY MES PROTECTION MNNIIO.N SYSTEM Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI'218DR G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.909 No -Thread Swivel Structural Member 15% 102 lbs (46 kg) 1310 lbs (594 kg) 400 lbs (181 kg) 707 lbs (321 kg) 1425 lbs (646 kg) BEAM Calculations prepared by Ted Queen • The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com ir r Job Number: S18-141 Report Description: Ordina Group 1- Upper Level Office Job Numb __ ., ..... - S18-141 Chop Engineer Queen Job Name Shasta Beverages State CeN6mtionAicense Number Address 1 1227 Andover Park E AHJ Address 2 Tukwila WA 98188 Job Site/Sodding Address 3 Drawing Name S18-141 - Shasta 2 Story Office - 1 -8th scale k __ ... Most Demanding Sprinkler Dale 11.2 K -Factor 39.00 at 12.13 Occupancy Ordinary Group I - Upper Level Office Job Sax HosaMowana At Souse 250.00 Densly 0.15gpm/ft2 Arae aAppgca0m 1500.00ft2 (Actual 1528.06ft2) Additional Hose Supplies Node Fiow(goml Number Of SpnMders Calculated 8 Coverage Per Sprinkler 256.00ft2 MAMYMri.N STATS IINITIPPIATE OP aeronomy Y PIS PROMOTION SPRINKLER SYMMS Total Hoes Semens 250.00 Theodore M. Queen 4930-0205-C Level 3 SyMn339.ow0anend 339.53 'oli" d ) I 589.53 Archer Construction, Inc. Anp(C 1* DR q R l 1 Mannon Pressure Unbalance in Loops _ to- 1 0.00 J Slams= Vebdly Above Ground 17.17 between nodes 254 and 251 i Mednam Veloely Under Ground 1.97 between nodes 102 and 103 Vwme oepadty *Mat Pipes 1172.69ga1 Volume aepady ct Dry Pipet Node Name Hose Flow (gpm) Static (psi) ResidualFlow (psi) v (gpm) Available Total Demand (psi) C' (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 250.00 148.00 20.00 I 7200.00 146.75 1 589.53 57.76 88.99 _ _.. _._ _ . _... 4 Contractor Number' 22 Coated Nares l:antectrie Name a/Cont alar. Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mae Address 3 Web -See ®M.E.P.CAD, Inc. glAutoSPRINK®12 v12.1.1.0 3/6/2019 10:39:27AM Page 1 Job Number: S18-141 Report Description: Ordinary Group I - Upper Level Office .e,. Water Supply at Node 100 p� Pressure, psi ��pp 1 O (31 O N O N C 111111111 111111111 111111111 111111LLI 111111111 111111111 111111111 0 SJ!_ W T_ I 148.00 @ 57.70 with hose streams 45 _System demand curve 30 7200.00 @ 20.00 15 111111111 1111111 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1! III 0-1X111111111111111111 940028°0 4200 7000 8400 9800 11200 Water flow, gpm 12600 14000 roe.wkGeWi Water Supply at Node 100 Smc Pressure 148.00 Residue Pressure 20.00 @ 7200.00 Available Pwssw al Time of Teal 146.75 @ 589.53 * Denied 57.76 @ 339.53 sV0•1101«1(a gfbYAbWMIP04150010.) 57.76 @ 589.53 ® M.E.P.CAD, Inc. jiAutoSPRINK®12 v12.1.1.0 3/6/2019 10:39:29AM Page 2 f Job Number: S18-141 Report Description: Ordinary Group I - Upper Level Office Device Actual Flow (Wm) Minimum Flow (Om) K-Factor (K) Pressure (psi) Sprinkler 201 43.37 39.00 11.2 15.00 Sprinkler 202 41.38 39.00 11.2 13.65 Sprinkler 203 42.62 39.00 11.2 14.48 Sprinkler 204 41.03 39.00 11.2 13.42 a> Sprinkler 205 39.00 39.00 11.2 12.13 Sprinkler 206 43.68 39.00 11.2 15.21 Sprinkler 207 44.24 39.00 11.2 15.60 Sprinkler 208 44.21 39.00 11.2 15.58 Most Demanding Sprinkler Data .t.l'I:AU, Inc. AutoSPRINK® 12 v12.1.1.0 3/6/2019 10:39:31 AM Page 3 Job Number: S18-141 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 100 -4-6 S 57.76 339.53 201 20-0 Spr(-15.00), fd(24-6) 15.00 43.37 202 20-0 Spr(-13.65), fd(24-6) 13.65 41.38 203 20-0 Spr(-14.48), fd(24-6) 14.48 42.62 204 20-0 Spr(-13.42), fd(24-6) 13.42 41.03 205 20-0 Spr(-12.13), fd(24-6) 12.13 39.00 206 20-0 Spr(-15.21), fd(24-6) 15.21 43.68 207 20-0 Spr(-15.60), fd(24-6) 15.60 44.24 208 20-0 Spr(-15.58), fd(24-6) 15.58 44.21 101 -4-6 57.75 102 -4-6 49.75 103 0-6 47.37 104 20-6 E(21-1%2) 38.68 105 20-6 C(31-7) 38.54 106 20-6 37.88 250 21-9 29.46 251 21-9 mecT(5-0) 30.07 252 21-9 mecT(5-0) 34.82 253 21-9 34.94 254 21-9 32.21 255 20-6 P0(12-0) 37.41 256 21-9 T(8-0) 34.85 257 20-6 P0(12-0) 37.52 258 21-9 T(10-0) 36.10 261 21-9 mecT(5-0) 32.40 262 21-9 mecT(5-0) 34.87 263 21-9 34.77 264 21-9 31.79 265 21-9 mecT(5-0) 30.58 266 21-9 mecT(5-0) 34.00 267 21-9 mecT(5-0) 30.31 ® M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 3/6/2019 10:39:32AM Page 4 .E.PCAD, Inc. AutoSPRINK®12 v12.1.1.0 3/6/2019 10:39:34AM Page 5 . Job Number: S18-141 Report Description: Ordinary Group I - Upper Level Office Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary op Route 1 BL 1.0490 39.00 14.48 120 0.447658 11-11 Pf 18.09 205 20-0 39.00 11.2 12.13 Sprinkler, 250 21-9 29.46 2E(2-0), fd(24-6) 28-6 40-5 Pe -0.76 Pv BL 1.3800 39.00 8.37 120 0.117737 5-2 Pf 0.61 250 21-9 29.46 251 21-9 30.07 5-2 Pe Pv BL 1.3800 80.03 17.17 120 0.445068 4-10 Pf 2.14 251 21-9 41.03 30.07 Flow (q) from Route 2 254 21-9 32.21 4-10 Pe Pv BL 1.6100 80.03 12.61 120 0.210085 4-6'/z Pf 2.64 254 21-9 32.21 256 21-9 34.85 T(8-0) 8-0 12-6% Pe Pv RN 2.4690 207.39 13.90 120 0.152458 1-3 Pf 2.02 256 21-9 127.37 34.85 Flow (q) from Route 3 255 20-6 37.41 P0(12-0) 12-0 13-3 Pe 0.54 Pv CM 4.2600 207.39 4.67 120 0.010703 10-0 Pf 0.11 255 20-6 37.41 257 20-6 37.52 10-0 Pe Pv CM 4.2600 339.53 7.64 120 0.026641 13-5'/ Pf 0.36 257 20-6 132.13 37.52 Flow (q) from Route 6 106 20-6 37.88 13-5% Pe Pv CM 5.2950 339.53 4.95 120 0.009237 39-8 Pf 0.66 106 20-6 37.88 105 20-6 38.54 C(31-7) 31-7 71-3 Pe Pv CM 8.2490 339.53 2.04 120 0.001066 94-41/2 Pf 0.15 105 20-6 38.54 104 20-6 38.68 2E(21-1%) 42-3% 136-7Y2 Pe Pv FR 8.2490 339.53 2.04 120 0.001066 20-0 Pf 0.02 104 20-6 38.68 103 0-6 47.37 -0 Pe 8.67 Pv UG 8.3900 339.53 1.97 140 0.000738 221-11% Pf 0.21 103 0-6 47.37 102 -4-6 49.75 2E(30-6%) 61-1 283-0%z Pe 2.17 Pv UG 8.3900 339.53 1.97 140 0.000738 6-8% Pf 8.00 102 -4-6 49.75 101 -4-6 57.75 BFP(-8.00) 6-8% Pe Pv UG 8.3900 339.53 1.97 140 0.000738 6-4 Pf 0.00 101 -4-6 57.75 100 -4-6 57.76 Water Supply 6-4 Pe Pv 250.00 Hose Allowance At Source 100 589.53 lie Route 2 BL 1.0490 41.03 15.23 120 0.491642 1-11 Pf 17.41 204 20-0 41.03 11.2 13.42 Sprinkler, 251 21-9 30.07 2E(2-0), mecT(5-0), fd(24-6) 33-6 35-5 Pe -0.76 Pv NO Route 3 BL 1.0490 41.38 15.36 120 0.499471 1-11 Pf 17.69 202 20-0 41.38 11.2 13.65 Sprinkler, 265 21-9 30.58 2E(2-0), mecT(5-0), fd(24-6) 33-6 35-5 Pe -0.76 Pv BL 1,6100 84.75 13.36 120 0.233596 55-2% Pf 1.21 265 21-9 43.37 30.58 Flow (q) from Route 5 264 21-9 31.79 5-2% Pe Pv BL 2.0670 84.75 8.10 120 0.069183 8-9% Pf 264 21-9 31.79 261 21-9 32.40 8-9% 0.61 Pe Pv BL 2.0670 127.37 12.18 120 0.146995 6-8 Pf 2.45 261 21-9 42.62 32.40 Flow (q) from Route 4 256 21-9 34.85 T(10-0) 10-0 16-8 Pe Pv GP Route 4 BL 1.0490 42.62 15.82 120 0.527501 1-11 Pf 203 20-0 42.62 11.2 14.48 Sprinkler, 261 21-9 32.40 2E(2-0), mecT(5-0), fd(24-6) 33-6 35-5 18.68 Pe -0.76 Pv ep Route 5 DY 1.0490 43.37 16.10 120 0.544874 0-0 Pf 201 20-0 43.37 11.2 15.00 Sprinkler, 267 21-9 30.31 mecT(5-0), fd(24-6) 29-6 29-6 16.07 Pe -0.76 Pv BL 1.6100 43.37 6.83 120 0.067644 4-0 Pf 267 21-9 30.31 265 21-9 30.58 4-0 0.27 Pe Pv at Route 6 .E.PCAD, Inc. AutoSPRINK®12 v12.1.1.0 3/6/2019 10:39:34AM Page 5 Job Number: S18-141 Report Description: Ordinary Group 1 -Upper Level Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.0490 43.68 16.21 120 0.552051 1-11 33-6 35-5 Pf 19.55 Pe -0.76 Pv 206 266 20-0 21-9 43.68 11.2 15.21 34.00 Sprinkler, 2E(2-0), mecT(5-0), fd(24-6) BL 1.6100 43.68 6.88 120 0.068535 11-2Y2 11-21/2 Pf 0.77 Pe Pv 266 263 21-9 21-9 34.00 34.77 BL 2.0670 43.68 4.18 120 0.020298 4-9% 4-9'% Pf 0.10 Pe Pv 263 262 21-9 21-9 34.77 34.87 BL 2.0670 87.92 8.41 120 0.074050 6-8 10-0 16-8 Pf 1.23 Pe Pv 262 258 21-9 21-9 44.24 34.87 36.10 Flow (q) from Route 8 T(10-0) RN 2.4690 132.13 8.85 120 0.066214 1-3 12-0 13-3 Pf 0.88 Pe 0.54 Pv 258 257 21-9 20-6 44.21 36.10 37.52 Flow (q) from Route 7 P0(12-0) ® Route 7 BL 1.0490 44.21 16.41 120 0.564587 1-11 33-6 35-5 Pf 20.00 Pe -0.76 Pv 208 252 20-0 21-9 44.21 11.2 15.58 34.82 Sprinkler, 2E(2-0), mecT(5-0), fd(24-6) BL 1.3800 44.21 9.48 120 0.148490 0-9Y2 0-9'% Pf 0.12 Pe Pv 252 253 21-9 21-9 34.82 34.94 BL 1.6100 44,21 6.97 120 0.070092 8-6'/2 8-0 16-6'/2 Pf 1.16 Pe Pv 253 258 21-9 21-9 34.94 36.10 T(8-0) ea► Route 8 BL 1.0490 44.24 16.42 120 0.565308 1-11 33-6 35-5 Pf 20.02 Pe -0.76 Pv 207 262 20-0 21-9 44.24 11.2 15.60 34.87 Sprinkler, 2E(2-0), mecT(5-0), fd(24-6) Actual Inside Diameter ( 4'87 = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / ® M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 3/6/2019 10:39:34AM Page 6 Project Name: Address: City, State, Zip: Prepared By:� Date: 11-Apr-20 NFPA 13 2016 Seismic Bracing Calculations ; Shasta Beverage Brace Design: W2 1227 Andover Park E Contractor Name: Archer Construction Tukwila, WA 98188 Address: Queen, Ted City, State, Zip: , 9 Fax: Phone: Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in) 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 18.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 200, Maximum Horizontal Load (lbs): 1604 1 Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Quick Grip Lateral Sway Brace, 3" Pipe Make: CADDY Model: CSBQG0300EG UL Load Rating (lbs): 2015 Adjusted Per 9.3.5.2.3 (lbs): 1745 Fastener Information NFPA Fastener Orientation: Structure: Steel Purlin Fastener Qty: 1 Fastener Type: 1/2 Fastener Size: nip Fastener Embedment: Fastener Max. Loiad F (-Beam, C Purlin orZ I inch dia. bolt n/a (lbs): 2850 60-90 Degrees Csaui .,� ° 1/2 inch dia. bolt 9(.• J�� Steel (I-Beam \ I CSBQG0300EG shown, C Purlin and Z Purlin Similar) Brace Orientation: Lateral Brace I.D. (on plan): W2 Sprinkler System Zone of Influence (ZOl) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.75 per NFPA 13 2016 2015 IBC 3"1 Sch 10 7.94 1.19 9.13 18.00 164.36 1 1/2" 1 Sch 10 3.04 0.46 3.50 79.00 276.18 1" Sch 40 2.05 0.31 2.36 15.00 35.36 Sway Brace Attached to 3" Sch10 Pipe Max Fpw Based on 3" Sch10 Pipe ■ 1 w katuistoN grim; cIRTli1CATIOFC01Yf1ING1r ■ niaw%OrscrnoNOPRINK.XRworms M. Q�Cet�i I ; Thevtltire 1 4030 0A-C Level3 — ■ Horizontal Earthquake Load Fpw =CpxWp Fpw = 0.75 x 475.90 Fpw= 357.00 lbs ■ Archer Construction, Inc. ■ ■ ARCcHE�*219 R i -_.1 ii 0.00 aw,r.wr. i 1- eight of Misc. ZOI Valves and Fittings ` I Tota Zone of Influence (Z01) Weight ( Wp) 475.90 Max Fpw per N,FPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4_ 966 lbs *Excludes tension-only bracing systems nl/ent © 2018 !Vent x ll rights reserved nVent; nVent CADDY, nVent-Eficb, Went ERIFLEX, and nVenttENTON are owned by nVent .or its global affiliates. All other trademarks are the property of their respective owners. nVent reserves the right to change specifications without prior notice. NFPA 13 2016 Seismic Bracing Calculations Project Name: Shasta Beverage (r/(') Brace Design: W1 Address: 1227 Andover Park E Contractor Name: Archer Construction City, State, Zip: Tukwila, WA 98188 Address: Prepared By: Queen, Ted City, State, Zip: , Date: 11-Apr-2019 Fax: Phone: Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 50.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 200 Maximum Horizontal Load (lbs): 1604 Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Universal Sway Brace, EG, 3" Pipe Make: CADDY Model: CSB0300 UL Load Rating (lbs): 2100 Adjusted Per 9.3.5.2.3 (lbs): 1819 Fastener Information CSBU1 NFPA Fastener Orientation: F Structure: Steel ( I-Beam, C Purlin or Z Purlin) Fastener Qty: 1 Fastener Type: 1/2 inch dia. bolt Fastener Size: n/a Fastener Embedment: n/a Fastener Max. Load (lbs): 2850 60-90 Degrees ♦ 1/2 inch dia. bolt Steel (I-Beam CSB0300 shown, C Purlin and Z Purlin Similar) Brace Orientation: Longitudinal Brace I.D. (on plan): Wi Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.75 per NFPA 13 2016 2015 IBC 3" Sch 10 7.94 1.19 9.13 50.00 456.55 r WATS a Sway Brace Attached to 3" Sch10 Pipe f NAl11NW1011 .OPoo— 1 PIM 91to1'CTTON Theodore M. Qi toren i 1 1 4930-0205-C Level — Arche Construction, Inc. T p ARCH'EI'219D11 Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.75 x 456.55 Fpw = 342.00 lbs a . o 1 1119 Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 456.55 ;Excludes tension-only Bracing systems �t r nVent © 201.8 nVent All rights reserved nVent, nVent CADDY, nVent ERtCO, nVent ER1FLEx, atttl nVent LENTON are owned by nVerit orits global affiliates. .All other tradernarks are the property of their -respective owners: nVent reserves the right to change specifications without prior notice. Pipe Type Downstream Upstream Diameter Flow Velocity HWC Job Number: S18-141 Report Description: Ordinary Group I - Low Lvl Office Friction Loss 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/.° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. MAutoSPRINKO12 v12.1.1.0 3/6/2019 11:04:44AM Page 7 111 Job Number: S18-141 Re�ort D cri i rr Ordinary Grouo 1 - Pipe Type Diameter Flow Velocity HWC . Friction Loss . - . Length Eq. Length Total Length -- -- -- • --- Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings Gov Route 7 BL 1.0490 20.83 7.73 120 0.140242 0-3Y2 25-0 25-3% Pf Pe Pv 3.55 -0.76 304 355 8-0 20.83 9-9 5.6 13.83 16.62 Sprinkler, T(5-0), fd(20-0) 4■1 Route 8 BL 1.0490 20.92 7.77 120 0.141424 0-3Y2 25-0 25-3Y2 Pf Pe Pv 3.58 -0.76 309 356 8-0 20.92 9-9 5.6 13.96 16.77 Sprinkler, T(5-0), fd(20-0) fa Route 9 BL 1.0490 22.13 8.21 120 0.156911 0-3Y2 25-0 25-3Y2 Pf Pe Pv 3.97 -0.76 311 350 8-0 22.13 9-9 5.6 15.62 18.83 Sprinkler, T(5-0), fd(20-0) BL 1.6100 22.13 3.49 120 0.019480 6-7 6-7 Pf Pe Pv 0.13 350 352 9-9 9-9 18.83 18.95 BL 1.6100 44.33 6.99 120 0.070442 2-6% 8-0 10-6% Pf Pe Pv 0.74 352 353 9-9 22.20 9-9 18.95 19.70 Flow (q) from Route 10 P0(8-0) wp Route 10 BL 1.0490 22.20 8.24 120 0.157879 0-3% 25-0 25-3% Pf Pe Pv 3.99 -0.76 310 352 8-0 22.20 9-9 5.6 15.72 18.95 Sprinkler, T(5-0), fd(20-0) Route 11 BL 1.0490 22.31 8.28 120 0.159259 0-3% 25-0 25-3% Pf Pe Pv 4.03 -0.76 305 351 8-0 22.31 9-9 5.6 15.87 19.14 Sprinkler, T(5-0), fd(20-0) BL 1.6100 22.31 3.52 120 0.019771 4-11 8-0 12-11 Pf Pe Pv 0.26 351 354 9-9 9-9 19.14 19.39 P0(8-0) ' ' ' Illitt,,V 'i. ''''*:* e--p.i. - r''''. ,x, ' '1- - • i.,,,.: ,, .4,-.4.3, 4.1.115-,4",-7,q ( Actual Inside Diameter \487 Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter = Factor . .P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 3/6/2019 11:04:44AM Page 6 . . . , . U 0 v12.1.1. 3/6/2019 11:04:44AM Page 5 4 -- Job Number: S18-141i Report Description: Ordinary Group I - Low Lvl Office Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary GD Route 1 BL 1.0490 19.50 7.24 120 0.124177 6-4 Pf 3.52 301 8-0 19.50 5.6 12.13 Sprinkler, 360 9-9 14.89 E(2-0), fd(20-0) 22-0 28-4 Pe -0.76 Pv BL 1.3800 39.24 8.42 120 0.119104 5-11% Pf 0.71 360 9-9 19.74 14.89 Flow (q) from Route 3 358 9-9 15.60 5-11% Pe Pv BL 1.6100 59.44 9.37 120 0.121184 8-5 Pf 1.02 358 9-9 20.20 15.60 Flow (q) from Route 5 355 9-9 16.62 8-5 Pe Pv BL 1.6100 80.26 12.65 120 0.211243 5-1% Pf 2.77 355 9-9 20.83 16.62 Flow (q) from Route 7 354 9-9 19.39 P0(8-0) 8-0 13-11/2 Pe Pv CM 2.6350 102.57 6.03 120 0.030189 10-0 Pf 0.30 354 9-9 22.31 19.39 Flow (q) from Route 11 353 9-9 19.70 10-0 Pe Pv CM 2.6350 227.50 13.38 120 0.131786 28-4 Pf 9.77 353 9-9 80.60 + 44.33 19.70 Flow (q) from Route 2 and 9 361 20-6 24.81 3fE(4-3%), 2E(8-3), mecT(16-5%) 45-10 74-2 Pe -4.66 Pv CM 4.2600 227.50 5.12 120 0.012701 32-9% Pf 0.42 361 20-6 24.81 106 20-6 25.23 32-9% Pe Pv CM 5.2950 227.50 3.31 120 0.004404 39-8 Pf 0.31 106 20-6 25.23 105 20-6 25.54 C(31-7) 31-7 71-3 Pe Pv CM 8.2490 227.50 1.37 120 0.0-60508 94-414 Pf 0.07 105 20-6 25.54 104 20-6 25.61 2E(21-1%) 42-3% 136-714 Pe Pv FR 8.2490 227.50 1.37 120 0.000508 20-0 Pf 0.01 104 20-6 25.61 103 0-6 34.29 20-0 Pe 8.67 Pv UG 8.3900 227.50 1.32 140 0.000352 221-1114 Pf 0.10 103 0-6 34.29 102 -4-6 36.56 2E(30-634) 61-1 283-01/2 Pe 2.17 Pv UG • 8.3900 227.50 1.32 140 0.000352 6-814 Pf 8.00 102 -4-6 36.56 101 -4-6 44.56 BFP(-8.00) 6-8% Pe Pv UG 8.3900 227.50 1.32 140 0.000352 6-4 Pf 0.00 101 -4-6 44.56 100 -4-6 44.56 Water Supply 6-4 Pe Pv 250.00 Hose Allowance At Source 100 477.50 alo Route 2 BL 1.0490 19.58 7.27 120 0.125119 7-0% Pf 3.64 306 8-0 19.58 5.6 12.22 Sprinkler, 359 9-9 15.10 E(2-0), fd(20-0) 22-0 29-0Y2 Pe -0.76 Pv BL 1.3800 39.40 8.45 120 0.120000 5-1114 Pf 0.72 359 9-9 19.82 15.10 Flow (q) from Route 4 357 9-9 15.82 5-111/2 Pe Pv BL 1.6100 59.68 9.40 120 0.122083 7-10 Pf 0.96 357 9-9 20.27 15.82 Flow (q) from Route 6 356 9-9 16.77 7-10 Pe Pv BL 1.6100 80.60 12.70 120 0.212865 5-81/z Pf 2.92 356 9-9 20.92 16.77 Flow (q) from Route 8 353 9-9 19.70 P0(8-0) 8-0 13-81/2 Pe Pv Gib Route 3 BL 1.0490 19.74 7.33 120 0.127069 0-3Y2 Pf 3.21 302 8-0 19.74 5.6 12.43 Sprinkler, 360 9-9 14.89 T(5-0), fd(20-0) 25-0 25-314 Pe -0.76 Pv isb Route 4 BL 1.0490 19.82 7.36 120 0.128016 1-0 Pf 3.33 307 8-0 19.82 5.6 12.53 Sprinkler, 359 9-9 15.10 T(5-0), fd(20-0) 25-0 26-0 Pe -0.76 Pv iab Route 5 BL 1.0490 20.20 7.50 120 0.132488 0-3% Pf 3.35 303 8-0 20.20 5.6 13.01 Sprinkler, 358 9-9 15.60 T(5-0), fd(20-0) 25-0 25-314 Pe -0.76 Pv GO Route 6 BL 1.0490 20.27 7.53 120 0.133444 1-0 Pf 3.47 308 8-0 20.27 5.6 13.11 Sprinkler, 357 9-9 15.82 T(5-0), fd(20-0) 25-0 26-0 Pe -0.76 Pv . . . , . U 0 v12.1.1. 3/6/2019 11:04:44AM Page 5 Job Number: S18-141 R • Ordinary Groun - Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 100 -4-6 S 44.56 227.50 301 8-0 Spr(-12.13), fd(20-0) 12.13 19.50 302 8-0 Spr(-12.43), fd(20-0) 12.43 19.74 303 8-0 Spr(-13.01), fd(20-0) 13.01 20.20 304 8-0 Spr(-13.83), fd(20-0) 13.83 20.83 305 8-0 Spr(-15.87), fd(20-0) 15.87 22.31 306 8-0 Spr(-12.22), fd(20-0) 12.22 19.58 307 8-0 Spr(-12.53), fd(20-0) 12.53 19.82 308 8-0 Spr(-13.11), fd(20-0) 13.11 20.27 309 8-0 Spr(-13.96), fd(20-0) 13.96 20.92 310 8-0 Spr(-15.72), fd(20-0) 15.72 22.20 311 8-0 Spr(-15.62), fd(20-0) 15.62 22.13 101 -4-6 44.56 102 -4-6 36.56 103 0-6 34.29 104 20-6 E(21-1%) 25.61 105 20-6 C(31-7) 25.54 106 20-6 25.23 350 9-9 T(5-0) 18.83 351 9-9 T(5-0) 19.14 352 9-9 T(5-0) 18.95 353 9-9 P0(8-0) 19.70 354 9-9 P0(8-0) 19.39 355 9-9 T(5-0) 16.62 356 9-9 T(5-0) 16.77 357 9-9 T(5-0) 15.82 358 9-9 T(5-0) 15.60 359 9-9 T(5-0) 15.10 360 9-9 T(5-0) 14.89 ©M.E.P.CAD, Inc. AutoSPRINKO 12 v12.1.1.0 3/6/2019 11:04:42AM Page 4 .r.c Hu, inc. AutoSPRINK®12 v12.1.1.0 3/6/2019 11:04:40AM Page 3 01 7ilTljt C?${."� * '' 4 4 Job Number: S18-141 Report Description: Ordinary Group I - Low Lvl Office Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 301 19.50 19.50 5.6 12.13 Sprinkler 302 19.74 " 19.50 5.6 12.43 Sprinkler 303 20.20 19.50 5.6 13.01 Sprinkler 304 20.83 19.50 5.6 13.83 Sprinkler 305 22.31 19.50 5.6 15.87 Sprinkler 306 19.58 19.50 5.6 12.22 Sprinkler 307 19.82 19.50 5.6 12.53 Sprinkler 308 20.27 19.50 5.6 13.11 Sprinkler 309 20.92 19.50 5.6 13.96 Sprinkler 310 22.20 19.50 5.6 15,72 Sprinkler 311 22.13 19.50 5.6 15.62 c. Most Demanding Sprinkler Data .r.c Hu, inc. AutoSPRINK®12 v12.1.1.0 3/6/2019 11:04:40AM Page 3 Job Number: S18-141 - i ...r..,. 40%/VVIrl.0.1v11. vrwumy VI VUt., t - LVW L- VI 1JI11ce Water Supply at Node 100 150 135 ti Static I I Pressure I 148.00 120 105 90 N a g 75 N N a 60 -227.50 45 @ 44.56 - 30 477.50 with hose streams 15 :System J demand curve 7200.00 @ 20.00 0 H111111111111111 111111111 111111111 111 11 1 1 1 11 1 1 1 1 I 1 1 1 1 1 1 11 I I I 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I I I 92800 4200 5600 7000 8400 9800 11200 12600 14000 Water flow, gpm Rydraukc Graph Water Supply at Node 100 Stade: Pressure 148.00 Residual: Pressure 20.00 @ 7200.00 Available Pressure at Time of Test 147.15 © 477.50 System Demand 44.56 @ 227.50 System Demand (Including Maw Nbwarce at source) 44.56 @ 477.50 .E.PCAD, Inc. utoSPRINK®12 v12.1.1.0 3/6/2019 11:04:39AM Page 2 • Job Number: S18-141 M E.P.CAD , Inc. ft AutoSPRINK® 12 v12.1.1.0 3/6/2019 11:04:37AM Page 1 S18-141 , Queen Job Name Shasta Beverages Address 1 1227 Andover Park E Al -IJ Address 2 Job SBlSn Tukwila WA 98188 Address 3 Drawing Name S18-141 - Shasta 2 Story Office - 1 -8th scale * -- r -I -,/--',IT''.... 4r, --41, ;-!‘i0r.,:. — ; ';.,,•,-;,,',,',..;,,,--,itr,,, ,....,..; ,, , ..,,,L..2,f,r ',......, ,,,,, ,...z .,..i45-1,1,,Y,;,,,:,.i7ft,i,', :: Occupancy 5.6 K -Factor 19.50 at 12.13 Ordinary Group I - Low Lvl Office Job Suite HosediJlow3000AI Source Den. 250.00 0.15gpmfft2 900.00ft2 (Actual 905.19ft2) Node Flow(gom) 11 130.00ft2 r g WASIMIOMN STATE COMMA/II OP OMIMITENOY PIRE PROMOTION ;PRINK= SWIMS 250.00 Theodore M. Queen o- 4930-0205-C Level 3 227.50 477.50 Archer Construction, Inc. \D i ARCH * 19DR Maximum Pressure Unbalance In Loops 0.00 IhaiiiB INIPmello 13.38 between nodes 361 and 353 Iii r 1.32 between nodes 102 and 103 1172.69gal Node Name Hose Flow (gpm) Static (psi) Residual,Flow (psi) (gpm) Available Total Demand @ (psi) (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 250.00 148.00 20.00 I 7200.00 147.15 1 477.50 44.56 102.59 ""'" ' ---"' -,:s,".rw".”-/,'"' -f" '4,,fir:,;"' K" t;,-'1::'.:',-,! .-- --`Pn.I., ,--.,„ 0 `...t',:,:.t;” ,7,?41:a..2:;`,-r,•-vTtii,..irl"r":,.. 'c-VILL,.., 417417X;1,-;;::-.Zsit):'?X.5/-A1P9".'f- '-''';' W• .?1,n -',.f.." '' 4:%,..-- C,... : r:.: ----n.-) ja- "- '.f.-.- ,....?,-;1:2...! : -.cir ''',., 1- 1---.4. :2 - ",,f 4 1*,', ,. v+,04.7...:.,‘, 4 , ZNal,,C,I, '.:.,` " : .%,V,/,'L *I'“0"1,4, ' Contact Name 22 X/1. ':,-• '-' '. • —' ' Contact Tile Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Addles. 2 Kent, WA 98032 E-mail Address 3 Web -Site M E.P.CAD , Inc. ft AutoSPRINK® 12 v12.1.1.0 3/6/2019 11:04:37AM Page 1 Job Number: S16-141 Report Description: Ordinary Group I - Upper Level Office Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss tit* Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary 1 AO BL CM DN DR DY FM FR MS OR RN SP ST UG Ami -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 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'/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 Vaive Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Vaive Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (dam © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 3/6/2019 10:39:34AM Page 7 wAM INIT N arms 011111116Nfr GP oorlfHNCY IIIPao1I&UoN 11111111111KILIMsrsl Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCH 6d*249DR 1 111.111111110 111 a ARCHER CONSTRUCTION, INC. 7855 S. 206th STREET KENT,WA 98032 HYDRAULIC CALCULATIONS FOR SHASTA BEVERAGE (UNDER NEW MEZZ) 1227 ANDOVER PARK EAST, TUKWILA, WA. REVISED 4-11-2019 DRAWING NUMBER:FP 4 of 4 DATE: APR 11, 2019 -DESIGN DATA - REMOTE AREA LOCATION:UNDER NEW MEZZ REMOTE AREA NUMBER:1 OCCUPANCY CLASSIFICATION:OHG II DENSITY: 20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER:104 sq. ft. TYPE OF SPRINKLERS CALCULATED: 5.6 NUMBER OF SPRINKLERS CALCULATED:11 *IN -RACK SPRINKLER DEMAND: NA gpm HOSE -STREAM DEMAND:250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 757.3 gpm FLOW AND PRESSURE (AT CITY): 757.3 gpm @ 55.5 psi TYPE OF SYSTEM:WET *VOLUME OF DRY OR PREACTION SYSTEM: NA *DETAILS: WATER SUPPLY Source: CITY Test Date: 4-8-19 Test By: Location: . Static:148 psi Residual:20 psi Flow:7117 gpm Source Elevation Relative to Finished Floor Level: ft. INSTALLING CONTRACTOR Name:ARCHER CONST. Address: Phone: Certification number: NAME OF DESIGNER:TED AUTHORITY HAVING JURISDICTION:TUKWILA NOTES:SEE SHEET 6 FOR EQUIVALENT FITTING TABLE, 8" FEBCO 805YD BF Calculations performed by HASS under license # 16031162 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) 100 148.0 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 7117.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 100 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 251 252 253 254 255 105 105A 103 101 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 146.0 757.3 55.5 757.3 GPM 250.0 GPM 0.0 GPM 507.3 GPM PRESSURE (PSI) 0.0 SOURCE 55.5 8.8 K= 5.60 24.3 8.8 K= 5.60 24.5 8.8 K= 5.60 21.6 8.8 K= 5.60 25.2 8.8 K= 5.60 27.6 8.8 K= 5.60 32.7 8.8 K= 5.60 26.8 8.8 K= 5.60 27.0 8.8 K= 5.60 27.8 8.8 K= 5.60 29.4 8.8 K= 5.60 33.0 8.8 K= 5.60 27.8 8.8 K= 5.60 28.0 8.8 K= 5.60 28.8 8.8 K= 5.60 30.4 8.8 K= 5.60 34.2 8.8 K= 5.60 35.8 8.8 25.0 8.8 33.1 8.8 33.5 8.8 34.6 8.8 37.0 8.8 42.8 1.0 46.6 0.0 47.4 0.0 55.4 DISCHARGE (GPM) 507.3 27.6 27.7 26.0 28.1 29.4 32.0 29.0 29.1 29.5 30.4 32.2 29.5 29.6 30.0 30.9 32.7 33.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -27.6 1.682 PL 8.00 PF 0.2 171 8.8 5.6 24.3 27.6 4.0 120 FTG ---- PE 0.0 172 8.8 5.6 24.5 27.7 0.024 TL 8.00 PV Pipe: 2 -55.3 1.682 PL 6.17 PF 0.5 172 8..8 5.6 24.5 27.7 8.0 120 FTG ---- PE 0.0 251 8.8 0.0 25.0 0.0 0.086 TL 6.17 PV Pipe: 3 -26.0 1.049 PL 9.25 PF 3.4 173 8.8 5.6 21.6 26.0 9.7 120 FTG ET PE 0.0 251 8.8 0.0 25.0 0.0 0.211 TL 16.25 PV Pipe: 4 -81.3 1.682 PL 1.00 PF 0.2 251 8.8 0.0 25.0 0.0 11.7 120 FTG ---- PE 0.0 174 8.8 5.6 25.2 28.1 0.175 TL 1.00 PV Pipe: 5 -109.4 1.682 PL 8.00 PF 2.4 174 8.8 5.6 25.2 28.1 15.8 120 FTG ---- PE 0.0 175 8.8 5.6 27.6 29.4 0.303 TL 8.00 PV Pipe: 6 -138.8 1.682 PL 1.88 PF 5.5 175 8.8 5.6 27.6 29.4 20.0 120 FTG T PE 0.0 252 8.8 0.0 33.1 0.0 0.470 TL 11.77 PV Pipe: 7 -32.0 1.682 PL 4.54 PF 0.4 176 8.8 5.6 32.7 32.0 4.6 120 FTG T PE 0.0 252 8.8 0.0 33.1 0.0 0.031 TL 14.44 PV Pipe: 8 -29.0 1.682 PL 8.00 PF 0.2 177 8.8 5.6 26.8 29.0 4.2 120 FTG ---- PE 0.0 178 8.8 5.6 27.0 29.1 0.026 TL 8.00 PV Pipe: 9 -58.1 1.682 PL 8.00 PF 0.8 178 8.8 5.6 27.0 29.1 8.4 120 FTG ---- PE 0.0 179 8.8 5.6 27.8 29.5 0.094 TL 8.00 PV Pipe: 10 -87.6 1.682 PL 8.00 PF 1.6 179 8.8 5.6 27.8 29.5 12.7 120 FTG ---- PE 0.0 8.8 5.6 29.4 30.4 0.201 TL 8.00 PV 186 Pipe: 11 -118.0 1.682 PL 1.83 PF 4.1 180 8.8 5.6 29.4 30.4 17.0 120 FTG T PE 0.0 253 8.8 0.0 33.5 0.0 0.348 TL 11.73 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -32.2 1.682 PL 4.54 PF 0.5 181 8.8 5.6 33.0 32.2 4.6 120 FTG T PE 0.0 253 8.8 0.0 33.5 0.0 0.031 TL 14.44 PV Pipe: 13 -29.5 1.682 PL 8.00 PF 0.2 182 8.8 5.6 27.8 29.5 4.3 120 FTG ---- PE 0.0 183 8.8 5.6 28.0 29.6 0.027 TL 8.00 PV Pipe: 14 -59.1 1.682 PL 8.00 PF 0.8 183 8.8 5.6 28.0 29.6 8.5 120 FTG ---- PE 0.0 184 8.8 5.6 28.8 30.0 0.097 TL 8.00 PV Pipe: 15 -89.2 1.682 PL 8.00 PF 1.7 184 8.8 5.6 28.8 30.0 12.9 120 FTG ---- PE 0.0 185 8.8 5.6 30.4 30.9 0.207 TL 8.00 PV Pipe: 16 -120.0 1.682 PL 1.83 PF 185 8.8 5.6 30.4 30.9 17.3 120 FTG T PE 254 8.8 0.0 34.6 0.0 0.359 TL 11.73 PV 4.2 0.0 Pipe: 17 -32.7 1.682 PL 4.54 PF 0.5 186 8.8 5.6 34.2 32.7 4.7 120 FTG T PE 0.0 254 8.8 0.0 34.6 0.0 0.032 TL 14.44 PV Pipe: 18 -33.5 1.682 PL 25.83 PF 1.2 187 8.8 5.6 35.8 33.5 4.8 120 FTG T PE 0.0 255 8.8 0.0 37.0 0.0 0.034 TL 35.73 PV Pipe: 19 -321.0 3.260 PL 13.00 PF 1.1 253 8.8 0.0 33.5 0.0 12.3 120 FTG ---- PE 0.0 254 8.8 0.0 34.6 0.0 0.088 TL 13.00 PV Pipe: 20 -473.8 3.250 PL 13.00 PF 2.4 254 8.8 0.0 34.6 0.0 18.3 120 FTG ---- PE 0.0 255 8.8 0.0 37.0 0.0 0.184 TL 13.00 PV Pipe: 21 -507.3 3.260 PL 8.00 PF 5.8 255 8.8 0.0 37.0 0.0 19.5 120 FTG T PE 0.0 105 8.8 0.0 42.8 0.0 0.206 TL 28.16 PV Pipe: 22 -170.8 3.260 PL 13.00 PF 0.4 252 8.8 0.0 33.1 0.0 6.6 120 FTG ---- PE 0.0 253 8.8 0.0 33.5 0.0 0.027 TL 13.00 PV Pipe: 23 -507.3 6.357 PL 7.75 PF 0.4 105 8.8 0.0 42.8 0.0 5.1 120 FTG GA PE 3.4 105A 1.0 0.0 46.6 0.0 0.008 TL 46.73 PV DATE: 4/11/2019 JOB TITLE: Shasta SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF Under Mezz .20-1500sf PIPE TAG END ELEV. NOZ. PT DISC. NODES (FT) (K) (PSI) (GPM) Pipe: 23A 105A 1.0 0.0 46.6 103 0.0 0.0 47.4 Pipe: 24 101 0.0 0.0 55.4 103 0.0 0.0 47.4 0.0 Q(GPM) VEL(FPS) DIA(IN) LENGTH HW(C) (FT) FL/FT - 507.3 8.390 PL 225.00 0.0 2.9 140 FTG 2L 0.0 0.002 TL 269.00 PRESS. SUM. (PSI) PF 0.4 PE 0.4 PV FIXED PRESSURE LOSS DEVICE 0.0 8.0 psi, 507.3 gpm Pipe: 25 101 0.0 100 0.0 NOTES (HASS): - 507.3 0.0 55.4 0.0 2.9 SRCE 55.5 (N/A) 8.390 PL 5.00 PF 0.1 140 FTG TG PE 0.0 0.002 TL 71.00 PV (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 16031162 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.137 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.0 ft/sec at pipe 6. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 100 under full flow conditions is 143.65 psi with a flow of 1143.51 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.682 4.95 9.90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 3.250 9.27 19.86 6.62 21.18 13.24 1.32 17.21 17.21 19.86 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf WATER SUPPLY ANALYSIS 160.0 Static: 148.00 psi Resid: 20.00 psi Flow: 7117.0 gpm i )-14.7 11 1 1 I 1 1 1 LEGEND 1 Available pressure 145.97 psi @ 757.3 gpm 2 1 Required pressure 55.52 psi @ 757.3 gpm lA I Avail. OnSite Demand Pre: 145.97 psi @ 507.3 gpm 2A I Req. OnSite Demand Press. 55.52 psi @ 507.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 16(24032004000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf WATER SUPPLY CURVE \ \ \ \\ 1 \ 1 \ 1 \\ P104+ \ R 1 \ E 1 \\ s 1 \ S 91+ \ U 1 \ R I \\ E I \ 78+ \ t 1 \\ P I \ s 1 \ I 65+ \\ I \ 1 \ IX \ 52+ \\ I \ 1 \ 1 \\ 39+ \ 1 \ 1 \\ I \ 26+ LEGEND 0 \ 1 W \ 1 X = Required Water Supply 20.0 psi @ 7117 gpm-> * 1 55.52 psi @ 757.3 gpm Flow Test Point 13+ 1 0 = Available Water Supply 1 1 0++-+---+----+ + + + + + + 145.97 psi @ 757.3 gpm 11 II SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/11/2019 F:\MIKEPC\HASS DATA\SHASTA MEZZ REV 4-9-19.SDF JOB TITLE: Shasta Under Mezz .20-1500sf 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) TOLBrace "'" Seismic Bracing Calculations Project Address: Shasta Beverages (Catwalk) Contractor: Archer Construction Address: 7855 S. 206th St Ken, WA 98032 F,tR . 111 Phone:253,372-7222 Fbaa�mgBrmtessVYarkefde License: ARCHEI 219 DR on 2016 NFPA Pamphlet#13 1227 Andover Park E Tukwila, WA 98188 Job # S19-007 Calculations based Brace Information TOILCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOT" Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for TOLCOTM' components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 450 Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail UR Value 200 TC)LCO FIG. Kr NO -THREAD SWIVEL SWAY BRACE ATTACHMENT STEEL PIP t� Max Horizontal Load 1310 lbs (594 kg) Fastener Information Orientation to Connecting Surface NFPA Type E r Fastener Type Lag -Screw Taco FIG, 10;01 ":; FAST CLAMP .• % . i, r, Diameter 1/2in. Length 4-1/2in. Maximum Load 400 lbs (181 kg) Prying Factor N/A Brace Identification on Plan Brace Type Lateral [X] Lo • udinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 4.22 Ib/tt (6.28 kg/m) 169 lbs (77 kg) A Subtotal Weight 169 lbs (77 kg) Wp (ind. 15%) 194 lbs (88 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 40 Total (Fpw) 146 Ibs (66 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) 183 Ib (83 kg) (TOLBrace' Version 8) Use of TOLBrace'' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (Catwalk) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 1 NFPA Type E 2" Sch.10 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence ll[ *N Ydtteribg Worldwide 2" Sch.10 Steel Pipe (50.8 mm) 140 ft (12.2 m) WAMNNOTON OTOS 6ER11lICATI OF cort.Erow.r FINE PROTlraTtoN SPRINKLER s . M$ Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCH I*219DR 1 G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 146 lbs (66 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member BEAM Calculations prepared by Ted Queen * The description of the Structural Member Is for informational purposes only. TOLBraceT" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceT" 8 visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (Catwalk) Address: 7855 S. 206th St Kent, WA 98032 i 11T 1227 Andover Park E Phone: 253672-7222 Pal tiae Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOILCOTI" Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOTMt Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener lnfolmation 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are forTOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 . Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail UR Value 200 miolokuv �MKu:..:,' �T v '�In t V %{ # ! . OA 'v X1)4 dtA WM) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 80 Max Horizontal Load 1310 lbs (594 kg) 292 lbs (132 kg) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Lag -Screw Diameter 1/2in. Length 4-1/2in. Maximum Load 400 lbs (181 kg) Prying Factor N/A Brace Identification on Plans 4110 Brace Type Lateral [ ] Longitudinal [X] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 4.22 Ib/ft (6.28 kg/m) 338 lbs (153 kg) Subtotal Weight 338 lbs (153 kg) Wp (ind. 15%) 389 lbs (176 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 80 I Total (Fpw) 292 lbs (132 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) N/A (rOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (Catwalk) 1227 Andover Paris E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 2 NFPAType E 2" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence ri lg Pawing BesimsWoridwide 2" Sch.10 Steel Pipe (50.8 mm) 180ft(24.4m) susisi16TON $TATti C11RT1PICATII OP COMPOTIMCY MR! PRO1ICTION SP1DN0.OR $.m$ Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHi~I'2 G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 291 lbs (132 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 4LA Clamp 707 lbs (321 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member BEAM Calculations prepared by Ted Queen • The description of the Structural Member is for informational purposes only. TOLBrace^" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com Job Number: S18-141 • - ..._. . ' , - '"': -;,7,',`,41::":" ' „,- ',„';'''',,,;,;';#44,..„ , ,„''' , ' :‘,':?..„...,,- ,•,',:'. '''' i't ''„;-.-:''''': .`,4,, ' ' •,'",,,,,:.;;tf.';',.. „ : .,40. ' , .',: ':.'4''''. ''''' „„„, Job Number S18-141 Design Engineer Queen Job Name: Shasta Beverages State Certification/License Number Address 1 1227 Andover Park E AHJ Address 2 Tukwila WA 98188 Job Site/Building Address 3 Drawing Name S18-141 - Shasta Catwalk - 1 -8th scale ',''' ''' ' ,.?..,:iii: ' ''''' '',, :: )41..v' ‘,!: ',".3` '''''s.'1.::,1." '''':‘' • • • ::::altilkteateir:,''.??,,,,: ,,,iii,i,T*,;',.. '',', '':;. •,,w,,,''','°1-':' Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.56 Occupancy Ordinary Group2 - Under Catwalk Job Suffix Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 761.00ft2 (Actual 782.40ft2) Additional Hose Supplies Node Flow(gam) Number Of SprInIders Calculi ded 11 Coverage Per Sprinkler 130.00ft2 pm mom M viasmosinom CORTWICATII OP PIM I *TATE COUIPIIIIIICY INIMMICTION MINK= SYSTEMS Total Hose Streams 250.00 Theodore M. Queen 4930-0205-C Level 3 System Flow Demand 300.66 Total Water Required (Inducing Hose Allowance) 550.66 Archer Construction, Inc. ARCHEI*2&9DR Maximum Pressure Unbalance In Loom Maximum Velocity Above Ground 26.40 between nodes 604 and 603 "ivessara1 1/19 a a Maximum Veloaty Under Ground 1.74 between nodes 102 and 600 Volume capaaty of Wet Pipes 3424.11gal Volume capacity of Dry Pipes ',' ='',',.i:',;•':,.., :' ,,--;.,.. '...,..,'-',',', . '2,1..''''.,t',' ,.. ',So. - 4--.,.,,..fejl,.: ,::,,,,,,7-.4 ,,":4:,„.,,,.;.,b.-..1, .:,:.,,,,:- , „ ,. :,...,... .. .. .,„ Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 250.00 148.00 20.00 7200.00 146.50 550.66 68.69 78.21 :,;.Ke efifthir*Ctpei, - , ,,::',„' :';''''407' ''''''''‘:' • ,''. ';', 7:1,4'1.4.r :',..1,..,!" • Contractor Number 22 Contact Name Contact Taos Name of Contractor Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail Address 3 Web -Site g6, M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:09:53PM Page 1 • Job Number: S18-141 Water Supply at Node 100 150 135 y I Static I Pressure I 148.00 120 105 90 N - a _ 75 - in o- 60 - X300.66 550.66 @ 68.69 with hose streams 45 30 :System demand curve - 15 7200.00 @ 20.00 0 JO 711L11111111I II 1 1 1 1 1 1 1 I) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2800 4200 5600 7000 8400 9800 11200 12600 14000 Water flow, gpm Hydraulic Graph Water Supply at Node 100 Static: Pressure 148.00 Residual: Pressure 20.00 © 7200.00 Available Pressure at Time of Test 146.90 @ 550.66 System Demand 68.69 @ 300.66 System Demand (Including HON Alowenca at Source) 68.69 @ 550.66 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:09:55PM Page 2 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:09:57PM Page 3 l9. �` �.. Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K1 Pressure (psi) Sprinkler 651 24.52 16.00 5.6 19.17 Sprinkler 652 24.57 16.00 5.6 19.24 Sprinkler 653 24.73 16.00 5.6 19.50 Sprinkler 654 25.07 16.00 5.6 20.04 e> Sprinkler 655 26.00 26.00 5.6 21.56 Sprinkler 656 26.74 26.00 5.6 22.80 Sprinkler 657 27.77 26.00 5.6 24.58 Sprinkler 658 29.11 26.00 5.6 27.01 Sprinkler 659 27.81 16.00 5.6 24.67 Sprinkler 660 32.83 26.00 5.6 34.36 Sprinkler 661 31.53 16.00 5.6 31.69 e Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:09:57PM Page 3 111 Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 100 4-6 S 68.69 300.66 651 8-6 Spr(-19.17) 19.17 24.52 652 8-6 Spr(-19.24) 19.24 24.57 653 8-6 Spr(-19.50) 19.50 24.73 654 8-6 Spr(-20.04) 20.04 25.07 655 8-6 Spr(-21.56) 21.56 26.00 656 8-6 Spr(-22.80) 22.80 26.74 657 8-6 Spr(-24.58) 24.58 27.77 658 8-6 Spr(-27.01) 27.01 29.11 659 8-6 Spr(-24.67) 24.67 27.81 660 8-6 Spr(-34.36) 34.36 32.83 661 8-6 Spr(-31.69) 31.69 31.53 12 22-2% T(26-4) 48.93 101 -4-6 68.67 102 -4-6 60.67 503 22-2% 48.93 504 22-2% mecT(12-3%) 48.93 600 0-6 BV(14-1) 58.30 601 22-2% E(21-1%) 47.86 602 8-6 E(2-0) 34.33 603 8-6 PO(12-3%) 34.82 604 22-2% mecT(12-0) 47.73 605 8-6 PO(5-0) 28.49 gA, ©M.E.P.CAD, Inc. gag AutoSPRINK®12 v12.1.1.0 4/11/2019 5:09:58PM Page 4 AiJob Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary +w Route 1 BL 2.1570 124.88 10.96 120 0.115169 10-9% Pf 1.24 655 8-6 26.00 5.6 21.56 Sprinkler 656 8-6 22.80 10-9% Pe Pv BL 2.1570 151.62 13.31 120 0.164900 10-9% Pf 1.78 656 8-6 26.74 5.6 22.80 Sprinkler 657 8-6 24.58 10-9% Pe Pv BL 2.1570 179.39 15.75 120 0.225073 10-9% Pf 2.43 657 8-6 27.77 5.6 24.58 Sprinkler 658 8-6 27.01 10-9'/2 Pe Pv BL 2.1570 208.49 18.31 120 0.297254 4-11% Pf 1.48 658 8-6 29.11 5.6 27.01 Sprinkler 605 8-6 28.49 4-11% Pe Pv BL 2.1570 236.31 20.75 120 0.374749 4-7 Pf 6.33 605 8-6 27.81 28.49 Flow (q) from Route 4 603 8-6 34.82 PO(12-3%) 12-3% 16-10% Pe Pv BL 2.1570 300.66 26.40 120 0.585120 19-0 Pf 18.86 603 8-6 64.35 34.82 Flow (q) from Route 3 604 22-2'/2 47.73 2fE(3-6), mecT(12-0) 19-0 38-0 Pe -5.94 Pv CM 8.2490 300.66 1.80 120 0.000852 127-5'/2 Pf 0.13 604 22-2% 47.73 601 22-2% 47.86 E(21-1%) 21-11/2 148-7 Pe Pv FR 8.2490 300.66 1.80 120 0.000852 21-8% Pf 1.03 601 22-2% 47.86 600 0-6 58.30 ALV( -1.00), BV(14-1) 14-1 35-91/2 Pe 9.41 Pv UG 8.3900 300.66 1.74 140 0.000590 251-11% Pf 0.20 600 0-6 58.30 102 -4-6 60.67 T(59-4%), E(30-6'/2) 89-11 341-10% Pe 2.17 Pv UG 8.3900 300.66 1.74 140 0.000590 7-6 Pf 8.00 102 -4-6 60.67 101 -4-6 68.67 BFP(-8.00) 7-6 Pe Pv UG 8.3900 300.66 1.74 140 0.000590 25-61/2 Pf 0.02 101 -4-6 68.67 100 -4-6 68.69 GV(6-91/2), S 6-9% 32-4 Pe Pv 250.00 Hose Allowance At Source 100 550.66 or Route 2 BL 2.1570 24.52 2.15 120 0.005668 12-6 Pf 0.07 651 8-6 24.52 5.6 19.17 Sprinkler 652 8-6 19.24 12-6 Pe Pv BL 2.1570 49.08 4.31 120 0.020467 12-6 Pf 0.26 652 8-6 24.57 5.6 19.24 Sprinkler 653 8-6 19.50 12-6 Pe Pv BL 2.1570 73.81 6.48 120 0.043536 12-6 Pf 0.54 653 8-6 24.73 5.6 19.50 Sprinkler 654 8-6 20.04 12-6 Pe Pv BL 2.1570 98.88 8.68 120 0.074779 13-3 Pf 1.51 654 8-6 25.07 5.6 20.04 Sprinkler, 655 8-6 21.56 2fE(3-6) 7-0 20-3 Pe Pv a Route 3 BL 2.1570 64.35 5.65 120 0.033779 1-3 Pf 0.46 660 8-6 31.53 5.6 34.36 Sprinkler„ Flow (q) from Route 5 603 8-6 34.82 PO(12-3'/2) 12-3% 13-6'/2 Pe Pv w Route 4 BL 1.0490 27.81 10.33 120 0.239533 8-111/2 Pf 3.82 659 8-6 27.81 5.6 24.67 Sprinkler, 605 8-6 28.49 E(2-0), PO(5-0) 7-0 15-11% Pe Pv WY Route 5 BL 1.0490 31.53 11.70 120 0.302005 4-814 Pf 2.63 661 8-6 31.53 5.6 31.69 Sprinkler, 602 8-6 34.33 2E(2-0) 4-0 8-8% Pe Pv BL 2.1570 31.53 2.77 120 0.009023 3-8 Pf 0.03 602 8-6 34.33 660 8-6 34.36 3-8 Pe Pv / Actual Inside Diameter \487 Value OfC 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter l = Factor Multiplying Factor 0.713 1.16 1.33 1.51 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:10:OOPM Page 5 111 Pipe Type Downstream Upstream Diameter Flow Velocity HWC Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk Friction Loss Elevation Discharge K -Factor Pt Pn Fittings ig 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 PI Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 221/z 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 Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap bt © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/11/2019 5:10:OOPM Page 6 TOLBraceTM Seismic Bracing Calculations Contractor: Archer Construction Project Address: Shasta Beverages (Catwalk) Pk—CT Address: 7855 S. 206th St Kent, WA 98032 1227 Andover ParkE — Phone: 25:1-872-7222 Tukwila, WA 98188 License: ARCHEI 219 DR Job # S19-007 Calculations based on 2016 NFPA Pamphlet #13 Type Length PoPienng &Amass Wattdave Brace Information TOLCOTM Brace Components " m) Maximum Brace Length 7' 0(2.134 TOLCOTM Component Listed Load Adjusted Load Fig. 1001 Clamp 2015 lbs (914 kg) 1425 lbs (646 kg) Fig.909 No -Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information "Calculation Based on CONCENTRIC Loading *Please Note: The5e calculations are for TOLCOTM components only. Use of any other compone its voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 . ... .... ... Type of Brace Sch. 10 Angle of Brace 45° Min. Least Rad. of Gyration 0.42"_(11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Seismic Brace Assembly Detail TOLCO FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT STEEL PIPE . 169 lbs (77 kg) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Lag -Screw ( , TOLCO FIG, 1001 Ar FAST CLAMP ,/ ' / 4 - , , V ' , / ,- • " .., , 4. Diameter 1/2in. Length 4-1/2in. Maximum Load 400 lbs (181 kg) Prying Factor N/A 0 Brace Identification on Plan- Brace Type Lateral [X] Lo •1 udinal [] 4 -Way [ ] Sprinkler System Load Calculation 1Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 4.22 lb/ft (6.28 kg/m) 169 lbs (77 kg) Subtotal Weight 169 lbs (77 kg) Wp (incl. 15%) 194 lbs (88 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 40 Total (Fpw) 146 lbs (66 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) 183 lb (83 kg) fT LBrace Version 81 Use of TOLBrace TM is subject to terms arid conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (Catwalk) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 1 NFPAType E 2" Sch.10 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence Power ausmess works.Y 2" Sch.10 Steel Pipe (50.8 mm) 140 ft (12.2 m) INA$NINOTON'TATO CRRTRICATR OF COMPti1NCY FIR! NtoncnON 1PRINMLIR SYSTEMS Ya✓� Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARC�I*219 DR 0 r 12/31/19 a Nessismosim G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 146 lbs (66 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member BEAM Calculations prepared by Ted Queen 'The description of the Structural Member is for informational purposes only. TOLBrace0"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Project Address: Shasta Beverages (Catwalk) 1227 Andover Park E Tukwila, WA 98188 Contractor: Archer Construction Address: 7855 S. 206th St Kent, WA 98032 Phone: 253-872-7222 License: ARCHEI 219 DR on 2016 NFPA Pamphlet #13 Total Length O Pay.mveusrm;.sswrd":vale Job # S19-007 Calculations based Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m TOLCOT"" Component Listed Load Adjusted Load Fig. 4LA Clamp 1000 lbs (454 kg) 707 lbs (321 kg) Fig.909 No-Thread Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail ._._.._ _ ____ __ LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) mace: nasEa .11al /, # " ZI pa.r..._ ■V. MlE.\ sA � �' w , 7`""% i tea, a 'rte Total (Fpw) Fastener Information Orientation to Connecting Surface NFPA Type E Fastener- Type Type Lag-Screw Diameter 1/2in. Length 4-1/2in. Maximum Load400 lbs (181 kg) Prying Factor N/A _._____.___ ____ Brace Identification on Plans Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.75 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 4.22 It/ft (6.28 kg/m) 338 lbs (153 kg) Subtotal Weight 338 lbs (153 kg) Wp (incl. 15%) 389 lbs (176 kg) Main Size Type/Sch. Spacing (ft) J 2" Sch. 10 80 Maximum Fpw Total (Fpw) 292 lbs (132 kg) per 9.3.5.5.2 (if applicable) N/A {TOLBraceT'" Version 81 Use of TOLBraceT"' is subject to terms arid conditions per the end user license agreement TOLBraceTM Seismic Calculation Shasta Beverages (Catwalk) 1227 Andover Park E Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S19-007 2 NFPA Type E 2" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence -7 F. tJ I .acs 0UV Pow.ve77 8asmess War? a v..d.o 2" Sch.10 Steel Pipe (50.8 mm) 180 ft (24.4 m) IIVAsNINOTON $TATif Cf3RTW1CATa OP CORWILTESICY Pt= PROMALTION SPANIEL= SYMMS Theodore M. Queen 4930-0205-C Level Archer Construction, Inc. ARCHE,1*2 a G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.909 No -Thread Swivel Structural Member 15% 291 lbs (132 kg) 1310 lbs (594 kg) 400 lbs (181 kg) 707 lbs (321 kg) 1425 lbs (646 kg) BEAM Calculations prepared by Ted Queen The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace . 8 Visit us at www.tolco.com Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk D ofJ" Job Number S18-141 Design Engineer Queen Job Name: Shasta Beverages State Certification/License Number Address 1 1227 Andover Park E AHJ Address 2 Tukwila WA 98188 Job Site/Building Address 3 Dravdng Name S18-141 - Shasta Catwalk - 1 -8th scale cw , i r�`7{FNyp I; �---_:� :.3«"i. �. ; _. rydlii rr� _.. ..� w .wt - �.-:.SN'�: o -e. .... ,. L'Y. .S.,.tati✓ 1 '`Sry: �, : .:.�_..y:>xe:r�,.1ii�.r.,;,, �;3,:. .x":4.^1 sS�JII"54H!„ .1I' •� �.; ..."-v._ ..SEn., .. ... ._. .. - :`l' ,. , r .., Most Demanding Sprinlder Data 5.6 K -Factor 16.00 at 8.16 Occupancy Ordinary Group2 - Under Catwalk C Job Sulfix Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area otApplicabon 308.0Oft2 (Actual 308.44ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinklers Calcula ed 7 Coverage Per Spnnlder 130.00f12 Ir■ WWS*RNG?ON $TATR CIRTIFICATII OP COMPITINCY MRI PROTOCTIOR IPI *N KLI1t MUMS Theodore M. Queen V" 4930-0205-C Level 3 i Archer Construction, Inc. Alt) ARC *19DFI 7 Total Hose Streams 250.00 System Flay Demand 123.53 Total Water Requited (Including Hose Allowance) 373.53 Maximum Pressure Unbalance In Loops 0.00 \ J/ i;_ rrJ�f{krta^�J l 111 Maximum Velocity Above Ground 10.85 between nodes 504 and 514 Maximum Velocity Under Ground 0.72 between nodes 102 and 500 Volume capacity of Wet Flpes Volume capaaty of Dry Pipes 3128.74ga1 .^✓+ 4 `<k.;c"�,„y' ;,¢�eg.'Jr;.,'&E+>L, ��:d'- ' � `'1.: r�:d=i$,..`.<..«. _a-<��s�.a'S..vt `'� _. M. ,✓ ^� � Y� i `b3 `C.;='j .R' ,+' s , d F'�„y� 1p "7N!r._,...'¢*;s$ Node Name Hose Flow (gpm) Static (psi) Residual,,-„AFlow (psi) (gpm) Available Total Demand (psi; '- (gpm) Required (psi) Safety Margin (psi) 100 Water Supply 250.00 148.00 20.00 7200.00 147.4.6 373.53 37.40 110.06 ydt c v(- s -n' f�'- >_.t'� '+�vxa<Y..._, .,,...._.:x'hrw xd x ' `.: ?7 "T:..r 3,gyw.,• ,�W.ss .... s ,g r'�''�> A. .. Contractor Number 22 Contact Name Contact Title Name of Contractor Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Addams 2 Kent, WA 98032 E-mail Address 3 Web -Site (a ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:25PM Page 1 draft, Graph Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk D ay.© M.E.P.CAD. Inc. AutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:27PM Page 2 Water Supply at Node 100 150 -. -Static Pressure I 1 148.00 135 120 105 90 .N - a _ Pi - 75 - N— N - E _ a - 60 45 -123.53 373.53 @ 37.40 with hose streams 30 _System demand curve 7200.00 @ 20.00 15 3 ®L111111111 111111111 111111111 111 1 I 1 I 1 1 11 I 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 I I 1 I I I 1 1 I 0 94002800 4200 7000 8400 9800 Water flow, gpm 11200 12600 14000 Hydraukc Graph Water Supply at Node 100 Static: Pressure 148.00 Residual: Pressure 20.00 @ 7200.00 Available Pressure at lime of Test 147.46 @ 373.53 System Demand 37.40 @ 123.53 System Demand (Including Mesa Alewence at Sunset 37.40 @ 373.53 ay.© M.E.P.CAD. Inc. AutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:27PM Page 2 Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk D Actual Flow Device (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 551 17.66 16.00 5.6 9.95 Sprinkler 552 17.42 16.00 5.6 9.68 c Sprinkler 553 16.00 16.00 5.6 8.16 Sprinkler 554 18.07 16.00 5.6 10.41 _ Sprinkler 555 16.22 16.00 5.6 8.39 Sprinkler 556 18.57 16.00 5.6 11.00 Sprinkler 557 19.59 16.00 5.6 12.24 a> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. PINAutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:28PM Page 3 Job Number S18-141 Report Description: Ordinary Group2 - Under Catwalk D Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpml 100 -4-6 S 37.40 123.53 551 9-0 Spr(-9.95) 9.95 17.66 552 9-0 Spr(-9.68) 9.68 17.42 553 11-6 Spr(-8.16) 8.16 16.00 554 9-0 Spr(-10.41) 10.41 18.07 555 11-6 Spr(-8.39) 8.39 16.22 556 9-0 Spr(-11.00) 11.00 18.57 557 9-0 Spr(-12.24) 12.24 19.59 12 22-21/2 T(26-4) 16.75 101 -4-6 37.40 102 -4-6 29.40 500 0-6 BV(14-1) 27.19 501 22-2% E(21 -1Y2) 16.78 502 22-2% T(26-4) 16.69 503 22-2Y2 • 16.41 504 22-2% mecT(12-3%) 15.99 510 9-0 PO(5-0) 10.23 511 9-0 E(2-0) 10.21 512 9-0 PO(5-0) 10.36 513 9-0 PO(5-0) 10.61 514 9-0 PO(12-3%) 12.32 © M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 4/4/2019 2:45:30PM Page 4 1 1 Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk D Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a Route 1 BL 1.0490 16.00 5.94 120 0.083119 6-0'/2 Pf 1.12 553 11-6 16.00 5.6 8.16 Sprinkler, 7-0 Pe 1.07 512 9-0 10.36 E(2-0), PO(5-0) 13-0'h Pv BL 2.1570 51.08 4.49 120 0.02035 2-3 Pf 0.05 512 9-0 35.08 10.36 Flow (q) from Route 3 Pe 554 9-0 10.41 2-3 Pv BL 2.1570 69.15 6.07 120 0.033588 5-3 Pf 0.20 554 9-0 18.07 5.6 10.41 Sprinkler Pe 513 9-0 10.61 5-3 Pv BL 2.1570 85.37 7.50 120 0.055981 6-9 Pf 0.38 513 9-0 16.22 10.61 Flow (q) from Route 2 Pe 556 9-0 11.00 6-9 Pv BL 2.1570 103.94 9.13 120 0.082012 3-9 Pf 1.32 556 9-0 18.57 5.6 11.00 Sprinkler, 12-3'/z Pe 514 9-0 12.32 PO(12-3%) 16-0% Pv BL 2.1570 123.53 10.85 120 0.11 2878 63-11'/2 Pf 9.40 514 9-0 19.59 12.32 Flow (q) from Route 5 19-3'/2 Pe -5.73 504 22-2Y2 15.99 2fE(3-6), mecT(12-3%) 83-3 Pv CM 3.2600 123.53 4.75 120 0.015104 27-972 Pf 0.42 504 22-2'/ 15.99 Pe 503 22-272 16.41 27-972 Pv CM 4.2600 123.53 2.78 120 0.004104 42-0 Pf 0.28 503 22-21/2 16.41 26-4 Pe 502 22-2'/z 16.69 T(26-4) 68-4 Pv CM 6.3570 123.53 1.25 120 0.000584 107-9 Pf 0.06 502 22-2'h 16.69 Pe 12 22-272 16.75 107-9 Pv CM 8.2490 123.53 0.74 120 0.000164 105-772 Pf 0.02 12 22-272 16.75 42-3Yz Pe 501 22 2% 16.78 2E(21 -1'/z) 147-10%% Pv FR 8.2490 123.53 0.74 120 0.000164 21-81/2 Pf 1.01 501 22-2'/2 16.78 14-1 Pe 9.41 500 0-6 27.19 ALV( -1.00), BV(14-1) 35-9'/2 Pv UG 8.3900 123.53 0.72 140 0.000114 252-472 Pf 0.04 500 0-6 27.19 105-2 Pe 2.17 102 -4-6 29.40 EE(15-3), T(59-4'/2), E(30-61/2) 357-6% Pv UG 8.3900 123.53 0.72 140 0.000114 7-6 Pf 8.00 102 -4-6 29.40 Pe 101 -4-6 37.40 BFP(-8.00) 7-6 Pv UG 8.3900 123.53 0.72 140 0.000114 25-61/2 Pf 0.00 101 -4-6 37.40 6-972 Pe 100 -4-6 37.40 GV(€ -91/2), S 32-4 Pv 250.00 Hose Allowance At Source 100 373.53 a Route 2 BL 1.0490 16.22 6.02 120 0.088300 6-072 Pf 1.15 555 11-6 16.22 5.6 8.39 Sprinkler, 7-0 Pe 1.07 513 9-0 10.61 E(2 -C), PO(5-0) 13-0% Pv a Route 3 BL 1.0490 17.42 6.47 120 0.10(1810 0-6 Pf 0.55 552 9-0 17.42 5.6 9.68 Sprinkler, 5-0 Pe 510 9-0 10.23 PO(5-0) 5-6 Pv BL 2.1570 35.08 3.08 120 0.010996 8-3 Pf 0.13 510 9-0 17.66 10.23 Flow (q) from Route 4 3-6 Pe 512 9-0 10.36 fE(3-43) 11-9 Pv a Route 4 BL 1.0490 17.66 6.56 120 0.10:391 0-6 Pf 0.26 551 9-0 17.66 5.6 9.95 Sprinkler, 2-0 Pe 511 9-0 10.21 E(2-0) 2-6 Pv BL 2.1570 17.66 1.55 120 0.003089 9-0 Pf 0.03 511 9-0 10.21 Pe 510 9-0 10.23 9-0 Pv a Route 5 BL 2.1570 19.59 1.72 120 0.002742 8-3 Pf 0.08 557 9-0 19.59 5.6 12.24 Sprinkler, 12-3Y2 Pe 514 9-0 12.32 PO(12-3Yz) 20-6Y2 Pv © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:32PM Page 5 Job Number: S18-141 Report Description: Ordinary Group2 - Under Catwalk D Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length of Iv��,rand,i= ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 4.87 = Factor Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cpig Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%a 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 Firel nc.k(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (per ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 4/4/2019 2:45:32PM Page 6 MAR -28-2011 04:24 ATRIOT FIRE PROTECTION, INC. March 29, 2011 PATRIOT FIRE Fire Sprinklers Save Lives/ 253 284 3547 P.01/01 2707 70TH Avenue East Tacoma. WA 98424 Tukwila Fire Department 444 Andover Park E Tukwila, WA Attention: Reference: Lt. Metzler, Lt, Al Metzler Shasta Beverages 1227 Andover Park E Tukwila, WA TEL: (253) 926.2290 FAX: (253) 922.6150 PILE Patriot Fire Protection is requesting a shut down number for the demolition of two (2) fire sprinklers in the freight office of Shasta Beverages. The freight office is scheduled for demolition. A new freight office will be constructed in the coming weeks and Patriot Fire Protection will submit permit drawings for the sprinklers to be added within the new freight office. Please feel free to call with any questions. Sincerely, PATRIOT FIRE PROTECTION, INC. hris Seaman Project Designer 253.284.3401 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 ) UKWILA FIRE DEPAR itYIEd% Please call: 575.4407 and give this job No. Il -J O(PS and ^xact address for shut. 'own or r.?�t r,i Tor) annrmnal VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE. WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 TOTAL P.01 *-•p.rf mti 4- i —1 —I y .f ; y n�oa� w I1 0. 7I I 4, —I 1 4 —11 4 w T. w I K2025) I N —i HIGH HAZARD 1 PROTECTION I EXTENDED 15 FT., NI 1 15-0 (E)8 SYSTEM #1 741 it 11Q (2016) (1).?: (E) 8 _. 1,4 �irif w wi w _ STORAGE BOUNDARY SYSTEM #2 N { 013) •{,�` * 4 NM —1 —I NI V� -f 313—I 4I 1 e 20'-0" i Extra Hazard Group 11 - RA#1.0.40gpm/ft2 for 2500.00ft2l 20'-0" 20'-0" 20'-0- 20'-0" FLAMMABLE LIQUID STORAGE FIRE SPRINKLER PLAN CID SCALE: 1/8" =1'-0" -10 0 10 20 40 MI SCALE: 1/8" = 1'-0" SPRINKLER LEGEND: 1% 8-6 1% = NEW PIPE = EXISTING PIPE =HANGER = HYDRAULIC NODE TAG HANGER TYPE G NTS FIELD NOTES: HANGER TYPE S NTS • NEW HANGERS TO BE SAMMY SCREW OR SAMMY SIDEWINDER TYPE (U.N.O.). • NEW PIPE TO BE BLACK SCHD 10 & JOINED WITH GROOVED FITTINGS AND COUPLINGS (U.N.0.) • MAXIMUM HEAD SPACING TO BE 100 SQ. FT. MATCH EXISTING 10' X10' STAGGERED HEAD SPACING. • BRANCH RESTRAINT MAY BE OMITTED WHERE DISTANCE FROM TOP OF PIPE TO POINT OF STRUCTURAL CONNECTION I5 6" OR LESS. (E) EXTERIOR 1l ALL' W.P. N W it 11— ›- (1) I AREA — AREA OF NEWWO E) BACKFLOW.IN VAUL 1 05 8.. AREA OF WORK PLAN SCALE: SEE GRAPHICAL SYMBOL 5" TO EXTRA HAZARD (GROUP 2) STORAGE 8" ALARM VA. ` - 8" N.R.S. co 8" FLANGE 03 DI CLASS 52 NODE REFERENCE SCHEMATIC NOT TO SCALE SCOPE OF WORK: • MODIFY EXISTING OVERHEAD FIRE SPRINKLER SYSTEM TO PROTECT FLAMMABLE LIQUID STORAGE AREA. • EXTEND HIGH HAZARD STORAGE CRITERIA 15 FT INTO SURROUNDING LOWER HAZARD AREA. - CLARIFICATIONS: • ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: • RELOCATION OF EXISTING MAIN AND BRANCHLINE PIPING. - • INSTALLATION OF SPECIALTY SYSTEMS: DRY SYSTEM, KITCHEN HOOD, EXHAUST DUCT. • CHANGE OUT OF EXISTING HEADS TO QUICK RESPONSE. • CUTTING, PATCHING, AND PAINTING OF STRUCTURE. • PAINTING, PREPARATION OR CLEANING OF PIPE. • SHUTDOWN FEES, WSST, BONDS • ANY AND ALL ELECTRICAL OR ALARM WORK. GENERAL NOTES: ,Aft • ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. • JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13. • PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. • PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. DESIGN CRITERIA: • DESIGN AND TESTING BASED ON NFPA 13 (2019) AND TUKWILA CODES. • FLAMMABLE LIQUID STORAGE AREA - EXTRA HAZARD (GROUP 2) - .41 2500 SQ. FT. BUILDING INFO: • PARCEL #: 352304.9072 • OWNER: SHASTA BEVERAGE a F DTP .. T i ori and ex3 moi;-_: r n3 L a down or rtis - r tion v L - - CCP Without Comments As Noted in Red Per The Attached Letter iThese plans have been reviewed by The Tukwila Fire 1 Pre;'ention Bureau for conformance with current City standards. Acceptai.T is subjt to errors and oamnissions which ad:.a.;,-ori-:. violationsf adopted I standards and or d� _ �na,-.ns o� The �e rest�rsibiiiy for the adequacy of desgr r21,; totally with the designer. Additions, deletions = ., vis ons to me"e drawings after this date will vo;d t`I c acceptance and will require a resubmittal of r .viseu r3=.,;n s for suosequent approval. Final acceptance is suoject to flela test and inspection by The Tukwila Fire Prevention Bureau. Date: 5-1 -I 1 By: � � I i - i INASNINOTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYS1YIdi Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI*219DR 1 _Regal :Tremas r4arkds.ay Pl ja 12 VICINITY MAP SCALE: NTS PAID APR 24 BA HUKWILAIRE PERMIT PLAN - NOT FOR CONSTRUCTION WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS STATIC 148 PSI AREA HAZARD TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CENTERLINE OF PIPE * FF (CL) ABOVE FINISHED FLOOR SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD TEMP ESCUT. QTY RESIDUAL 20 PSI RA#1 EXTRA GROUP 2 WET .40 GPM 2500 SQ. FT. 100 SQ. FT. 500 GPM 1448.2 GPM @ 99.7 PSI B SIDE BEAM BRACKET CTS CUT TO SUIT * BB (CL) BOTTOM OF BEAM 0 RELIABLE GXLO R2921 SR SSU BRASS 11.2 314" 165° NIA 18 GPM FLOWING 7200 GPM C EYE SOCKET FO FIELD ORDER * TB (CL) TOP OF BEAM 0 RELIABLE GXLO R2921 SR SSU BRASS 11.2 112" RETRO 165° NIA 30 DATE & TIME D NUT & PLATE WASHER IFOW INSIDE FACE OF WALL * TS (CL) TOP OF STEEL 1 BOTTOM OF DECK PER: PAT BRODEN LOCATION: - - E F KWIK-BOLT HDI -P OFOW NAS OUTSIDE FACE OF WALL moimmmomm NO AUTO. SPRINKLERS RIGID COUPLING FLEXIBLE COUPLING G SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE RC WSCL#: ARCHEI*219DR PROJECT: SHASTA - FLAMMABLE LIQUID STORAGE 1227 ANDOVER PARK E. TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S19-007 H NOTES: - J SAMMY SUPERSCREW COACH SCREW ROD cal CUT ON JOB K CEILING FLANGE 0 EXISTING TO REMAIN SR SSU BRASS 5.6 112" 165° NIA T TRAPEZE TOTAL PROJECT SPRINKLERS = 48 SPRINKLERS THIS SHEET= 48 FIRE SPRINKLER DIVISION - 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACT W/: CONTACT: PHONE: PROCON DEVELOPMENT KAYLIE CASTILLO 562-799-4439 AUTHORITY: TUKWILA DESIGNER: T.Q. SCALE: As Noted DATE: 4-24-19 REVISED 1 / PLOTTED 11 FP 1 OF 1 3 hr • n' • 1J1 'Fri Ir I t 3 4 1 i y 1 r 1 ; I ,,;_1H:11_1111 �L;J q . I I - ' a I 1 it I it I ' ILL: I "', a s j i LI, ± 1' Ind :n'7 11 Y 1 6 f! r? tlIL 9 1 v g I I I I I J 71 I dG I ti;,' k i!. ; ' pp :31--I-12-11-1 P - I 'i E Li . J 1 a I II : i 'moi H.i a i m S; a I; L 4 i i 3 t H i. i Y a t I - .I I - I' I e 9EII I h-���if' —1 a 4f, !' :( I 1 a 11 1–,• i, i 1 � f 1 k i 1 I LI R ��I 20 P co 13, v 3-3 N 21 2221324 H O P :OFFICE SEE DETAIL:A I 25 c ,o w V t •10 4 .L s"4 I1.i 11 1J Li LL IFFTCE 1 I I a 'I • ' r,• ', r:. BREAK ROO 1= N —5 !! ' Ililll�llaIIIII!;Illiil`_ _A �r � Ar �����,,i,ate 00 (E) 8" DI CLASS 52 Z 0 a W rr €It Comments ents As Noted in Re Per The Attached Letter 25'-5" SHOP OFFICE DETAIL A SCALE: 1/8" = 1'- 0" ihEse dans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standar is. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Add`€dons, deletion's or revisions to these drawings after this date will void this acceptance and wItI require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila .Hre Prevention Bureau. Date: L(-1 1-(� By: / s--)1 711111111111111111 CO T CO2 and Sugar DelWores T.atler .. ra9<.-C•ht ncl u.r than 46') FIELD VERIFY: PROPER SPRINKLER SPACING TO NEW WALL (E) 8" RISER `I FIRE SPRINKLER TI PIPING PLAN SCALE: 1" = 30' - 0" (E) BACK FLOW VAULT C! TUKWILA FIRE DEPARTMENT PieaLa call 206-575-4407 and giv-2 this Fire Pedmit No. lq-S-o71 and exact z dress for shut- down or restoration gyration approval. I Seismic Calculations for this project were done using computer seismic software using NFPA 13 (2016) edition. The 2019 edition of NFPA 13 Chapter 18, "Seismic Protection" has been reviewed and compared side-by-side, against the 2016 edition Chapter 9, no additional requirements or changes were identified that would impact our 2016 Seismic calculation 1 software and design for this project. � SPRINKLER LEGEND: 2'h 8.6 = NEW PIPE - = EXISTING PIPE MT = HANGER = MECHANICAL TEE = SWAY BRACE = HYDRAULIC NODE TAG 1W WIDE X 3W DEEP MIN. WOOD M• ODEL #GST 20 A• LL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE G NTS SCOPE OF WORK: 1. ADD NEW PENDENT & UPRIGHT SPRINKLERS FOR NEW LAB SPACE, TWO STORY OFFICE, AND SHOP OFFICE. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 (2019) ORDINARY HAZARD. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 (2019) & CITY OF TUKWILA. 6. CONTRACTORS MATERIAL AND TEST CERTIFICATE TO BE PROVIDED AT PROJECT COMPLETION. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (2019) AND CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: HANGERS ON THIS SHEET TO BE SAMMY SCREWS. SEE HANGER DETAIL 'G' ON SHEET FP1. 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3. ALL NEW PIPING ON THIS PAGE TO BE BLACK SCHD 40 JOINED W/ THREADED FITTINGS. BUILDING INFO: 1. OWNER: SHASTA BEVERAGE 2. OCCUPANCY: B, F, S-1 3. CONSTRUCTION TYPE: VB 4. PARCEL #: 352304 - 9072 KEY PLAN SCALE: N.T.S. • WASHINGTON STATI CINIT9ICATI OF COMSSTINH.w MILL pROTsc'TTON srlw iu.aR SYSTEM Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCH DR Ips 12!31119 VICINITY MAP SCALE: N.T.S. REVISIONS HANGERS ABBREVIATIONS WATERFLOW INFORMATION DATE DESCRIPTION BY 4' N ' _ G :31 41 LI F AFF BOB BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC RESIDUAL GPM FLOWING 148 PSI SYM MAKE MODEL 20 PSI • VICTAULIC V27 7200 GPM _-- DATE & TIME 03/05/2019 SPRINKLER SYMBOLS SIN# TYPE FINISH K -FAC. V2708 RECESSED PENDENT CHROME K=5.6 THREAD ORIFICE TEMP CANOPY QTY 1/Zn 155' CHROME 3 PER: LOCATION: NOTES: MI= CONSTRUCTION, INC SHASTA BEVERAGES INC. 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S19-007 AUTHORITY: CITY OF TUKWILA TOTAL PROJECT SPRINKLERS = 159 (INCLUDES OFFICE/MEZZ/LAB FP1-FP4 CATWALK FP -1, & CATWALKS 'A' -'G' CW -1) TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 3 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PROCON DEVELOPMENT CONTACT: KAYLIE CASTILLO PAID PHONE: 562-799-4439PR , 6n1c1 DESIGNER: KN SCALE: NOTED DATE: 3/5/19 REVISED / / PLOTTED / / FP10F4 TUKWILA FIRE HYDRAULIC CALCULATIONS: DENSITY: .20 gpm OVER ENTIRE OFFICE AREA I,o 1 r_ IFOVI' 'O /T--\ \ 12„ / 1,521„ 9,-22 -104 CN 20'-4" AFF 1A 1" 9 -221" 9 -62 /2A Th CO 0 / CD F - x w LAB FIRE SPRINKLER TI PIPING PLAN SCALE: 1/4" = 1'-0" 0-2 1A, re: e:APIWAX040P," r#0,04#4frfOrZeAl /QALAB �~ • i I g t . OFF EE/ MEZZANINE` BREAK ROOM- #.40ir A41 Aadird,Frr 00 40 '1 11/ /%,N!o _xra .0 oft ill CO2 and Suver G+�4.•crsss Temp Water -yste on Trailer (needs to be no 1•, Ser than 461 HELD VERIFY: PROPER SPRINKLER SPACING TO NEW WALL m 01 -n -n -n 'rl (E)8" RISER/ • S� -5 1 (E) 8" DI CLASS 52 --- ao W 48 47 46 AREA OF WORK NTS 45 44 43 42 41 40 39 38 37 36 35 34 33 32 1„ 2 0'-4" 31 (E) BACK FLOW VAULT 0411, EXISTING EXTERIOR WALL WP / \ 501 \ / (�� 6" O cs SYSTEM #2 "ALARM VALVE A �8" NRS 8 _z-8" FLANGE 500 \ / 8" DI CLASS 52 102 / 2" SUPPLY TO LAB BFP 10 J 6..ck NODE REFERENCE NTS WASHINGTON STATE OENTWIW►7. OP OOMSSTSNCY PIES PROTECTION SPR N CIAR SYSTEM Theodore M. Queen 4930-0205-C Level Archer Construction, Inc. ARCH EI*219DR Sleisalles SCOPE OF WORK: 1. ADD NEW PENDENT & UPRIGHT SPRINKLERS FOR NEW LAB SPACE. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 (2019) ORDINARY HAZARD GROUP II OCCUPANCY. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 (2019) & CITY OF TUKWILA. 6. COMPLETED CONTRACTORS MATERIAL AND TEST CERTIFICATE TO BE PROVIDED AT COMPLETION OF PROJECT. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (2019) AND CITY OF TUKWILA CODES. 2. DESIGN BASED ON ORDINARY HAZARD GROUP II OCCUPANCY. 3. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. DESIGN FOR ORDINARY HAZARD GROUP II OCCUPANCY. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SCREW/ SIDEWINDER. SEE HANGER DETAIL 'H' & 'G' ON THIS SHEET. 2. ALL PIPE 2" THRU 1 1/2" TO BE SCHD 10 GROOVED. ALL 1" PIPE SCHD 40 THREADED. 3. ALL THREADED PIPING TO BE SCHD 40 & JOINED W/ THREADED FITTINGS. 4. ALL GROOVED PIPING TO BE SCHD 10 & JOINED W/ GROOVED FITTINGS AND COUPLINGS. 5. SWAY BRACING TO BE PER DETAILS ON THIS SHEET. 19 ROD W/ HANGER TWO 16D (0.162" (0.162" X 3 1/2") NAILS PER EN� 4x MINIMUM HANGER BLOCK HANGER ROD SUPPORT NEPA 13 CENTER BETWEEN MAXIMUM PIPE BLOCK 4••• •••0:4111111411%, OR PER JOISTS SIZE: 3" 411 NI�/ W/ 1/2" /2" 'ERE / SCREW a HOLE �' X 3" LAG X 3" LAD INTO 1/4" LEAD / 44 kni 11.14.17 , V 2 1/2" MINIMUM (3" AT MAINS) SCREW 2" X 6" FILLER RED -I / ALLOWABLE X BLOCK WEB �• 12" EACH UNDER 7 O. 8 LONG HORIZONTAL SIDE OF TOP FLANGE X((2 1/2"BRACE (MI EACM)SDIR ( SEISMIC 1/2" \ O� \ SWIVEL ALL } LOADS SHER DIA. BOLT SWAY FITTING LBS ( ) BRACE PIPE TO BE AT 45° MIN. FROM VERTICAL 1/2 THROUGH BOLT- 1/2" X 4 1/2" LAG - •I 41 �' 0 ATTACHMENT END 1" LOCKING SWAY BR/SCHD 1/2" X 4 1/2" LAG - .1 417 1" LOCKING SWAY BRACE -------- �� 0 ATTACHMENT END TOLCO FIG. 909 40 TOLCO FIG. 909 *\1" SCHD 40 1 LOCKING SWAY BRACE 0 ATTACHMENT END TOLCO FIG. 909 /.4,0_'. • 44) I 1 1" SCHD 40 fr All 1" LATERAL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 1" LATERAL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 BRACE PIPE TO BE AT 45° MIN. FROM VERTICAL LATERAL EARTHQUAKE BRACE BRACE PIPE TO BE 45° MIN. FROM VERTICAL LONGITUDINAL EARTHQUAKE y� PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 4LA AT BRACE ANGLE TO VERTICAL M 30° 60° NON -THREADED BRACE PIPE NON -THREADED BRACE PIPE 555 620 690 = INDICATES UPRIGHT AND PENDENT SPRINKER AT SAME LOCATION /-ssu 1 1/2" BRANCHLINE 11" ARM -OVER ` (VARIES) `1" DROP (VARIES) FOR E.Q. 'IA' LATERAL E.Q. BRACE DETAIL '1A' PLYWOOD DECK U U /l // // // // // // // // // // // // // // U U // U U U U // // // U // // // //// 16" TJI 1 1/2" BRANCHLINE NEW 2" MAIN ALL NEW PIPING AT 9'-6' AFF ACT AT 9'-0" BUILDING SECTION NTS SSU 1" ARM -OVER (VARIES) / 1" DROP- (VARI (VARIES) SSP-/ LATERAL E.Q. BRACE DETAIL '1' 1/4" MAX FOR <2' WIDE FLANGES 1/2" MAX FOR 2.2' WIDE FLANGES (DRILLING INTO WEB IS ALLOWED) MAX. 21/2" PIP ALL THREAD ROD HANGER RING LONG. E.Q. BRACE DETAIL '2' 2X6 TRAPEZE BETWEEN TJI'S. REST ON BTM CHORD. ANCHOR W/ (2) 16d NAILS EA END MODEL #SWG 20-P z ALL THREAD ROD BAR JOIST PIPING SAMMY SUPERSCREW SAMMY SIDEWINDER HANGER 'H' HANGER 'G' REVISED 4111179 PER FPE REVIEW COMMENTS REVISIONS HANGERS ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS DATE DESCRIPTION BY it oLa.TE =OvT F SCPEn,fv" CE'.Lii! G FLANGE ,.0 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC 148 PSI SYM MAKE MODEL SI N# TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY RESIDUAL 20 PSI 0 GPM FLOWING 7200 GPM 0 VICTAULIC VICTAULIC V27 V2704 UPRIGHT V27 V2708 RECESSED PENDENT BRASS CHROME K=5.6 155° 10 K=5.6 155° CHROME 10 DATE & TIME PER: 03/05/2019 LOCATION: CONSTRUCTION, INC SHASTA BEVERAGES INC. LAB 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S19-007 AUTHORITY: CITY OF TUKWILA NOTES: TOTAL SPRINKLERS THIS SHEET 20 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PROCON DEVELOPMENT CONTACT: KAYLIE CASTILLO PHONE: 562-799-4439 DESIGNER: KN SCALE: NOTED DATE: 03/6/2019 REVISED / / - PLOTTED / / FP2OF4 3 2 • =; 17 F-111, ROOR VFY. 111 1 1‘111 i 11 tOIILUG 1 1 1 Ordinary Group I - Low LvI Office.0.15gpm/ft2 for 900.00ft2 JIM 11111•14---,M41—H--11”---1•11•3 , '1 : 7-9-i4 1if = ,'1! If 3%,'p . mon 1 ma= man NM O.= -! 7_._, i LJ 11 : 1-,,..-•: .-- 8 ! 4=1 : :--.--.— - ••1 I / 1 ; I I — 9-11% I1 1.•=1M, 1 17A..../: '2=3— kl 1 IT --5414 ' . . 1' 1 ; Pi 1-4-3% - ;24_ 17-4`0 111 i !--1-1 LJ I 11 ! 1:1 it I t 1 } 1' 1 1 I t z o ii-cP 1 0 1, 1 L LOWER LEVEL FIRE SPRINKLER PLAN SCALE: 118" = 1'-0" c9 -10 0 10 FROM RISER ,-, 1 1 .e• 1 1 ''' 1 r; 0 gl 1 t 1'4 ,„, iy. 2 ':7 114 -,, 11,4 I ft, I f -t. 12t 43.. 7 .. ...... 4t — — — 2 2 3 ; 1 i 2 2 i t t! 3„ 1 I -.1. 1 •-f . 11/2 '', 40' 1% 1 / 0 / ' i 11/2 -r-- / C4 , , : , • il ., _.. :2_715 0__.,_1__= , ° 5-8/ 5 6 -..s. -410 - 118 ' 3 4 80 - 1 , -, ;:. : - - 43F — 11 1-1:4V Ti 4,_ . si„ F-----1 ::, I `;' I '4' i* Z.,I., !i, i Nie.-.. ,.. f I i ii •••-•4 I sfr , 4 ;7. !i •P '1-1** ; f I : . :;-- ! ' !,. , ! ! 1 i -!" r4v-1-4- ! 4,1 i 1 4'1 ; * ,ll J 4. : 4- 41, '''' st•;':',-. 71,99 ---4';'-'1 - :3 t... 1-; 24.• I 5 I , I iik 1 M —45— '......-1 -"fi : . 258)--,K \ il- 1 4'MT1 t 1 -14- . 1 Ordinary Group I - Upper Level Office,01159pto/ft2 for 11500.00ft2tilt 1 R, -4,,V,-,: ft,,,,,,,-2-„,s,,,,,,,,f;,,,,:2,:„4„. ,,.._:,4,„ -:-;;;;„„,,,L 4.. iT,--,:.:,,,,,,-,.:24,,,„!,,, ,,,,t, -:-.;-„,;.2.,,,,4,.,,,,,;_.4.,%-.2:-,,,,..,,f1,,,,t,,,,,,,.. 1,:;,,,,,,,,f,,,,,,t2„, ,k 1 i 1., i 1 ,p 7c7GLB 1 J I- -1 L4_ ‘v1.H..,( 252 ! . . i 1411 i'-'1;74 '' ' 266 : .1, si, , .4....! , i t -- - -4,' ft -,4, st" , i• 1264)-- : 261 LI- _i_ ,-; . ‘1' , 3, ,_10;:t_. 11411 MIL, N' _1.L' 1-,A 1 = 2 -11). MT!:f i Vvi i.. 9 :.:* ; -gig- 71_,__* -',\A„, -;- - * : * II -1=sk 1T1IVITI; 4- --:: 71111r -f 250\'7..-41il! li : , ..1.• 1 4 1;2 I i _ ' I -1, : qV / . • 1 4. fr, , !,v *A, l'I4c, 7 r CEILING HEIGHT WALL !`',-1,-,:::::' ,. ' 21,4! ot,...cr ,v,..10,-, ! * i *, 1* I .* -4., O.T.S. ! 1 ! .64.4bSc"-__11-_-_—_, ! f d ''i ' 1'4 „,,_--• ' 4'=''''.....'HVV2-----=T.11•.- - .....- -_'. „71.-.1/i---L-1:r-- ' =.._ i 5-8 454: 1I4 / 1 17 _ i,Iy r_ _ / _3-4 • in........ . -_......4 7-0 1 ,1 II 0 1 I '-t------------ 021 20 1% - — — H-4' it fsi' 1 . 1 11 !, 1- ' 2 `4,'', ,',1,' ,i, * ‘1, 1 I I F 1--- -,:, ----4, , 4, I 11 ! I ' G 111 I-1 15-0 I:1 I ; 1 I I : 40 =I= NEW SR SSU STIFFENER 1.1 U 11 r. U NEW BRANCH P PE 11 11 --. 1 r 0 d 11 U PURLIN (E) BRANCH PIPE u SCALE: 1/8" = 1'-.O" 2F-3. PARAPE VFY. + 23=-01= NEW EC PENDENT NEW QR SSU NEW FLEX NEW BRANCH PIPE NEW QR SSP -5 0 BUILDING SECTION SCALE: 1/4" = 1-0" 5 10 20 SCALE: 1/4" = B.O. DECK VFY. B.O. BEAM 4 CEILING HEIGHT = 19'-0" 174* FIN. FLOOR , + 10_1I. B.O. BEAM ▪ 8=-41 B.O. COLING FIN, FLOOR $ + 0=-0" SPRINKLER LEGEND: Th 8-6 216 MT 41r,=11/11111 0 = NEW PIPE = EXISTING PIPE =HANGER = MECHANICAL TEE = SWAY BRACE = HYDRAULIC NODE TAG 1/4" MAX FOR <2" WIDE FLANGES' - 1/2" MAX FOR 2" WIDE FLANGES (DRILLING INTO WEB IS ALLOWED) MAX. 2W PIPE TJI MODEL #GST 20 ALL THREAD ROD HANGER RING HANGER H SAMMY SUPERSCREW UPPER LEVEL FIRE SPRINKLER PLAN SCALE: 1/8"- 1'-0" TJI SANDWICH PER DETAIL ON THIS SHEET 112" THROUGH BOLT 1" LOCKING SWAY BRACE ATTACHMENT END TOLCO FIG. 909 / / 1" SCHD 40 X 7'-0" MAX. 1" LAT• ERAL SWAY BRACE ATTACHMENT ---- TOLCO FIG. 1001 *BRACE PIPE 45° MIN. FROM VERTICAL FULL HEIGHT WAL (E) EXTERIOR WALL W.P.L / \ 361'b 104 \ /,'ARCHER i CONNECTION POINT' z1 w 1— CD I›- 8" ALARM VA. 8" N.R.S. co 8" FLANGE 1 1-, \ / e DI CLASS 52 -"""t 2V SUPPLY TO LOW OFFICE NODE REFERENCE SCHEMATIC NOT TO SCALE GENERAL NOTES: BFP • SCOPE: PROTECT 2 -STORY OFFICE PER NFPA 13 (2019) • COMPLETED CONTRACTORS MATERIALS AND TEST CERTIFICATION TO BE PROVIDED AT COMPLETION OF PROJECT. FIELD NOTES: • NEW BRANCH HANGERS TO BE SAMMY SUPERSCREW TYPE (U.N.O.). • NEW MAIN HANGERS TO BE PER TJI TRAPEZE DETAIL ON THIS SHEET (U.N.O.) • NEW 1" PIPE TO BE THREADED BLACK SCHD 40, JOINED WITH THREADED DUCTILE IRON FITTINGS. • NEW 1%" 21/2" PIPING TO BE BLACK SCHD 10, JOINED WITH GROOVED FITTINGS AND COUPLINGS. • MAXIMUM HEAD SPACING TO BE 130 SQ. FT. FOR STANDARD COVERAGE SPRINKLERS. 6 MAXIMUM HEAD SPACING FOR EXTENDED COVERAGE HEADS (PER CALCULATION) TO BE 16' X 16'. • DROPS TO HEADS IN NEW GRID CEILINGS TO BE PER FLEX DROP DETAIL ON THIS SHEET. • HEADS IN NEW GRID CEILINGS TO BE LOCATED WITH FLEX IN QUARTER POINT OF TILE (U.N.O.) WHERE ALLOWED BY SPRINKLER SPACING RULES AND COORDINATION WITH OTHER TRADES. • NEW FLEX DROPS TO BE VICTAULIC AH2 MODEL, 48" LONG. • E.Q. BRACING TO BE PER DETAILS ON THIS SHEET. BRANCH RESTRAINT MAY BE OMITTED WHERE DISTANCE FROM TOP OF PIPE TO POINT OF STRUCTURAL CONNECTION IS 6" OR LESS. 112" X 4 112" LAG 1" LOCKING SWAY BRACE ATTACHMENT END TOLCO FIG. 909 <\//N 1" SCHD 40 / X 7'-0" MAX. 1" LATERAL SWAY —I BRACE ATTACHMENT TOLCO FIG. 1001 *BRACE PIPE 45° MIN. FROM VERTICAL LATERAL E.O. BRACE LATERAL E.Q. BRACE DETAIL AA' (2) 1/4" x 1 TECH SCREWS SIDE BEAM BRACKET TOLCO 58 HANGER RING" STEEL STRUCTURE HANGER BS SIDE BEAM BRACKET (SCREW) DETAIL '1' 112" X 4 112" LAG ,.._ / 1" LOCKING SWAY BRACE --------"1\"/ ATTACHMENT END / / / TOLCO FIG. 909 , / ---t,- 1" SCHD 40 X 7'-0" MAX. PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 4LA *BRACE PIPE 45° MIN. FROM VERTICAL LONG. E.Q. BRACE DETAIL 126 19 Rod w th Hanger Block Two 16d (0.162" x 31/2") nails per end 4x_ minimum hanger block 1/2 x 3" Iag screw into a 'A" lead hole 2W minimum (3' at mains) Hanger rod or support per NFPA 13, center between joists Maximum pipe size: 3" with W' x 3" tag screw TJI TRAPEZE 5" ( BRANCH LINE OUTLET OR MECH. TEE DROP NIPPLE (VARIES) ARM -OVER (VARIES) 48" AH2 VIC-FLEX DROP "AB2" CEILING BRACKET FLEX DROP NTS BRANCH LINE FITTING W/ 1" OUTLET 1" ARM -OVER (PER PLAN) NEW SSU — 48" AH2 VIC-FLEX DROP "AB2" CEILING BRACKET 4r,,434VW. CEILING TILE FLEX DROP (LOW LVL ONLY) 2x6 x la" filler block each side of Red -I"' web under top flange 8 x 2W long (minimum) wocid screws (6 each sde) Swivel sway brace fitting Washer W diameter bolt Allowable Horizontal Seismic Loads (lbs) • _ Angle to Vertical (0) 22 60* 555 620 690 NTS WASHINGTON STATE CIATWIGATI Of CONGSWINCT prni PROTECT)ON SPIUNIONG SYSTSTIS Theodore M Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCH * DR 11.6116111. 12131/19 REVISED 4-11-19 TJI SANDWICH DETAIL PER FPE COMMENTS WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS STATIC 148 PSI AREA HAZARD TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CENTERLINE OF PIPE * FF (CL) ABOVE FINISHED FLOOR SYM MAKE MODEL SI N# TYPE FINISH K -FAC. THREAD TEMP CANOPY QTY RESIDUAL 20 PSI UPPER LVL OFFICE ORD. HAZ. GR. 1 WET .20 GPM 1,500 SQ. FT. 16' X 16' 250 GPM 339.5 GPM i 47.4 PSI 13 SIDE BEAM BRACKET CTS CUT TO SUIT * 88 (CL) BOTTOM OF BEAM • VICTAULIC V27 V2708 OR RECESSED SSP CHROME 5.6 112" 155° CHR1REC 23 GPM FLOWING DATE &TIME 7200 GPM EYE SOCKET FO FIELD ORDER NUT & PLATE WASHER IFOW INSIDE FACE OF WALL * TB * TS (CL) TOP OF BEAM (CL) TOP OF STEEL1BOTTOM OF DECK VICTAULIC VICTAULIC V27 V2704 V27 V2703 OR SSU SR SSU BRASS BRASS 5.6 112" 155° 5.6 112" 155° NIA NIA 26 12 PER: PAT BRODEN KVVIK-BOLT OFOW OUTSIDE FACE OF WALL RIGID COUPLING TYCO EC -11 TY5237 ECOH RECESSED PENDENT CHROME 11.2 314" 155° CHRIREC 9 LOCATION: - HDI -P NAS NO AUTO. SPRINKLERS FLEXIBLE COUPLING SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE RC WSCL#: ARCHEI*219DR PROJECT: SHASTA - 2 -STORY OFFICE 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S18-141 NOTES: - SAMMY SUPERSCREW COACH SCREW ROD COJ CUT ON JOB CEILING FLANGE EXISTING TO REMAIN SR SSU BRASS 5.6 112" 155° NIA T TRAPEZE SPRINKLERS THIS SHEET= 70 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACT W/: CONTACT: PHONE: PROCON DEVELOPMENT KAYLIE CASTILLO 562-799-4439 AUTHORITY: TUKWILA DESIGNER: R.V. /T.O. SCALE: As Noted DATE: 3-6-19 REVISED / PLOTTED 11 FP 3OF 4 SYSTEM NO. '-10" 13' 6" 13'-6" 3 12'-10'' <187> 13' 13' REMOTE AREA - OH GR. IJ - .20 / 1500 SQ. FT. 3' 4' 7' 2" 0 O co 0 O °0 O CO Cr) 8-9 AFF 2-0 BOD 183 N 9 N NX act 4 N 8-9 AFF N 2'-10" c 6" (E)8" RISER SYSTEM NO. -6 M1-110 3 X 5-4 - 2-8 ARCHER START PT. 8 x 3 GRV'D r MECH. TEE (:) !vv ( C <186 OFFICE OFFICE UND-MEZZ FIRE SPRINKLER TI PIPING PLAN SCALE: 1/4" = 1'-0" SIDE BEAM BRACKET Steel (1 -Beam shown, C Purim and Z Purlin Similar) _ _ Universal Structural Bracket -- _ - - CSBUw 50-90 Degrees - 3.t! - `7k-0" Sch 44 Pipe CADDY Universal Sway Brace CSBO300 -.—.• . 1/2 inch dia. boll Longitudinal Brace Design: W1 Steel (1 -Beam shown, C Purlin and Z Purlin Similar) CADDY - - Universal Structural Bracket _ _ _ - CSBUI 60-90 Degrees - 1/2 inch dia. bolt Lateral CADDY Quick Grip Lateral Sway Brace Brace Design: W2 SECTION 'A' - FIRE SPRINKLER SCALE: 1/8" = 1'-0" EXISTING EXTERIOR WALL WPI 8" 8X3 MT SITEIKEY PLAN SCALE: NTS 7SYSTEM NO. 1 3' CONNECTION POINT 8" 105 \ / ALARM VALVE NRS / 8" FLANGE / \ 105A \ 8 EDGE OF MEZ: EZ. DECK 0o - . A. 2'-0" 8" 2'-5" DI CLASS 52 / \ 103 \ / SECTION 'B' - RISER DETAL SCALE: N.T.S. BFP / \ 101 4,1,0 SCOPE OF WORK: 1. ADD NEW PENDENT & UPRIGHT SPRINKLERS FOR NEW LAB SPACE. 2. WET SYSTEMS TO BE DESIGNED PER NFPA #13 (2019) ORDINARY HAZARD GROUP H. 3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 5. TESTING PER NFPA #13 (2019) & CITY OF TUKWILA. 6. COMPLETED CONTRACTORS MATERIAL AND TEST CERTIFICATE TO BE PROVIDED AT COMPLETION OF PROJECT. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. - EXCLUSIONS: - 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. - 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 (2019) AND CITY OF TUKWILA CODES. 2. DESIGN BASED ON ORDINARY HAZARD GROUP 11 OCCUPANCY. 3. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. DESIGN FOR ORDINARY HAZARD GROUP II OCCUPANCY. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SCREW/ SIDEWINDER. SEE HANGER DETAIL 'H' & 'G' ON SHEET FP2. 2. ALL PIPE 3" THRU 1 1/2" TO BE SCHD 10 GROOVED. ALL 1" PIPE SCHD 40 THREADED. 3. ALL THREADED PIPING TO BE SCHD 40 & JOINED W/ THREADED FITTINGS. 4. ALL GROOVED PIPING TO BE SCHD 10 & JOINED W/ GROOVED FITTINGS AND COUPLINGS. 5. SWAY BRACING TO BE PER DETAILS ON THIS SHEET. - WA-NNOTON STATE - -- - - CERTIFICATE OP COMPETENCY - VIRE PROTECTION SPRINKLER t7ETEMs Theodore M. Queen - - - 4930-0205-C - Level 3 = Archer Construction, Inc. ARCH * DR -- - - les 12/71/19 VICINITY MAP SCALE: N.T.S. REVISED 4/11/19 PER FPE REVIEW COMMENTS DATE REVISIONS DESCRIPTION 4-9-19 PER PE REVIEW HANGERS BY A MM C E E SCC ET BEAM CLAMP 'PP RETMMNIN 3 STRAP Sir,E. PEAPA BA'\CKE T r- r..- Y " .4TH.,,.icHLP F H J4 CF,, FLAN'_E U --",)0K P 0 SEE CALCS AREA - NUMBER REMOTE AREA SQ. FT. c HAZARD SY E TOTAL SYSTEM REQUIREMENTS: AREA - NUMBER DENSITY INSIDE HOSE GPM/SQ. FT. - LLOWANCE - OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER E CAL REMOTE - AREA - SQ FT. D TY PM/SQ. FT. INSIDE HOSE ALLOWANCE - OUTSIDE HOSE ALLOWANCE TOTAL EM RE• . EMENTS: PER ER ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING WATERFLOW INFORMATION STATIC 148 PSI RESIDUAL 20 PSI GPM FLOWING 7117 GPM SYM 0 • MAKE VICTAULIC VICTAULIC MODEL V27 V27 SIN# V2703 V2708 SPRINKLER SYMBOLS TYPE SR UPRIGHT RECESSED PENDENT FINISH BRASS CHROME K -FAC. K=5.6 K=5.6 THREAD 1/2" ORIFICE 1/2 TEMP 155° 155° CANOPYQTY 26 CHROME 3 DATE & TIME 4-8-19 PER: CITY LOCATION: ARCHER,t> CONSTRUCTION, INC SHASTA BEVERAGES - MEZZANINE - 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S18-141 AUTHORITY: TUKWILA NOTES: TOTAL S PRINKLE RS THI S SHEET 29 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PROCON DEVELOPMENT PHONE: KAYLIE CASTILLO CONTACT: 562-799-4439 DESIGNER: MSS / TQ SCALE: AS INDICATED DATE: 3.4.2018 REVISED / / PLOTTED // FP4OF4 Ordinary Group2 - Under Catwalk.0.20gpm/ft2 - It ; . 12-4 1 4 „ ; amr- m•• mom t 4 651 21122 .22__••••• for 761.001t2 HANGER TO BE 6" OR LESS (MEASURED FROM TOP OF PIPE TO CONI1EcTION TO STRUCTURE) 8-8!3-10 - -*p.m= .1.7••••. 652/7 k653) 2-6 11 1 I 3710 t: 2 I UNDER CATWALK FIRE SPRINKLER PLAN SCALE: 118" = 1'-0" 1 2. 1 1 - I 2 1 4 3 1 1 1 4L 2.91/2! CATWALK 1 9%9" A.F.F. u_ co 121 10-91/2" I - 1 I 1 4! 11 '•--1•414•—•Ml• -10 _ma_amm am, I 3 ;11 0,92 i7414 0 112M- ••••• - 0/ 3-5 s 10 I —a • - • - =- - __ — — I\ r 4 u. _ CD - IL 1t 1 h i 2 $ ; 6 10-914 1 4-11'h 1 1-10 2-9 P k 1 1 1 Q I 1 r _ , , J -==--ME•• -I•2•1 20 40 SCALE: 1/8" = 1'-0" tt I 71-S. _ - - :EA _ -*- 1- ----I-1,- 7r,------4,-*tt, - - - ---- --= ---- -77,-,-2*-,(---7,-t--..4t,- - - - - - -- -*EA --42" = _ - -- 1.7.717-717-7--1T 1 -Pr-=k1.4'14tt144t4 - - -",-; =1 ÷=t = _ 1 1 ; - =:1 ._1 .-s-: 1"--=-1"-t±`T-!`"1:"1"-777 t = " = F71.- t 4-- = ; - * ; t t E5 -- s t y 1441- ;- ef 1 112.1.21 =.1 • T2 t_tz flit a t ;ft r. = t•” 4—t" 41— fr'-H ITf3t-;_tft_;;Et- - 7 __;_-,---it-----?=-*----4-----t4.---1-• ....---..-4-----":-; A 7 ! t- I . , t -!- t f ,J t t t I- t- - ;i _ 24 ____E H.;.,7.77____ _ ____..i --;.,--E=-7. _ - - '' _z- 7-4 , E AP4AtittEeeMetWFWAMKOlteMg - - 2E7- AsEEE-EEE-144E-4.•--'.--lEr;s•E-E, :'.:-EE-E _''''''- --'1444:A•td41-7AM•Sta•a444•43•V 7 " ; 1 t -A -7 2 1 7 -`12_ - -0 rar7a ..7771.7.14;;72 774Agoir,"__ tosieWiN- ttt- _A" _7— ._ - - ..71-17 2*,_ --t.NP46-1 — A 1 _ • j;647Ni; 2 1 a -(:) A.aa • alas. - t•*•""tir • - 721 ,0117- - - - -- IARCHER START POINT: TI1 E ;I = ==- = — - = E,E _ E - as *---- ▪ ...---. t.=tt-----' - t ----------r.--, 4-2 3 7- = * ; t - --At = = = = *0 2 o; = •VP 11 1- 31 = • 3. -;1 215 • - - = - - = t t I = • -177, _ z Aurierwm 4.1mairre77,, = 1 - ..,........ ....... !! TOP O _ ,, p RSER: BOTTOM OF RISER:11 z_;,•_______k _ - EEREEC. -4E4-X t t 41,011.11•.• 1,11.101011014 111111WOOlill .1..1111V 111....0.11.Moo.'0A0.11, 1.100 1.. 4,, 21 7.- (2) 1/4" x 1 TEK SCREWS SIDE BEAM BRACKET TOLCO 58 HANGER RING STEEL STRUCTURE HANGER BS SIDE BEAM BRACKET (SCREW) 4— 4.7•414114•144.7•7111414.11A EY! RI ER OVERALL BUILDING PLAN (FOR REFERENCE) 0), SCALE: 1" = 3010" 1 -30 E114•44•407 -ANAEMIA 1451 30 -13_ 142, NI 1744 tit I 1 60 lw136 f3.5 ; 1-r r 33 132 131 130 129 ;1i I t 1 1 t t 1 I E) -BACK FLOW VAUL 120 El •Ill• • - SCALE: 1" = 30'-0" AREA OF WORK PLAN SCALE: SEE GRAPHICAL SYMBOL /—SOLID DIAMOND PLATE CATVVALK FLOOR (9'-9") CELEECI-F [ [CI 1- [ I HSS BOTTOM OF TUBE STEEL (8'-11") W_ NEW SSU NEVV BRANCH PIPE FINISHED FLOOR (0-0") BUILDING SECTION 'A' NTS SCOPE OF WORK: • MODIFY EXISTING OVERHEAD FIRE SPRINKLER SYSTEM TO PROTECT BELOW CATWALK. • PROVIDE COMPLETED CONTRACTORS MATERIAL AND TEST CERTIFICATE AT PROJECT COMPLETION. CLARIFICATIONS: • ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: • RELOCATION OF EXISTING MAIN AND BRANCHLINE PIPING. • INSTALLATION OF SPECIALTY SYSTEMS: DRY SYSTEM, KITCHEN HOOD, EXHAUST DUCT. • CHANGE OUT OF EXISTING HEADS TO QUICK RESPONSE. • CUTTING, PATCHING, AND PAINTING OF STRUCTURE. • PAINTING, PREPARATION OR CLEANING OF PIPE. • SHUTDOWN FEES, SST, BONDS • ANY AND ALL ELECTRICAL OR ALARM WORK. GENERAL NOTES: • ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. • JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13. • PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. • PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. DESIGN CRITERIA: • DESIGN AND TESTING BASED ON NFPA 13 (2019) AND TUKWILA CODES. • BELOW CATWALK CRITERIA. ORDINARY HAZARD (GROUP 2) - .2/ENTIRE CATWALK BUILDING INFO: • PARCEL #: 352304-9072 • OWNER: SHASTA BEVERAGE FIELD NOTES: • NEW HANGERS TO BE SIDE BEAM BRACKET TYPE (U.N.0.). • NEW 1" PIPE TO BE BLACK SCHD 40 & JOINED WITH THREADED DUCTILE IRON FITTINGS. • NEW 2" PIPE TO BE BLACK SCHD 10 & JOINED WITH GROOVED FITTINGS AND COUPLINGS. • MAXIMUM HEAD SPACING TO BE 130 SQ. FT. • ELl. BRACING TO BE PER DETAILS ON THIS SHEET. BRANCH RESTRAINT MAY BE OMITTED -- WHERE DISTANCE FROM TOP OF PIPE TO POINT OF STRUCTURAL CONNECTION IS 6" OR LESS. 112" X 4112' LAG 1" LOCKING SWAY BRACE ATTACHMENT END TOLCO FIG. 909 1" LATERAL SWAY j BRACE ATTACHMENT TOLCO FIG. 1001 - 1" SCHD 40 X 7* -0" MAX. *BRACE PIPE 450 MIN. FROM VERTICAL LATERAL E.Q. BRACE DETAIL I' 1/2" X 4 112" LAG TOLCO FIG. 909 Z / 1" LOCKING SWAY BRACE ATTACHMENT END ; iS SCHD 40 X 7'-0" MAX. LL-ILN--- PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 4LA *BRACE PIPE 450 MIN. FROM VERTICAL LONG. E.Q. BRACE DETAIL '2' VICINITY MAP SCALE: NTS WASNINOTON STATE CRIMPICIATII OF COMPUTOICT PIM PROTIC11011 12111K= SYMMS Theodore M. Queen 4930-0205-C Level 3 - Archer Construction, Inc. REVISED 4-11-19 PER FPE COMMENTS WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS STATIC 148 PSI AREA HAZARD TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CENTERLINE OF PIPE * FF (CL) ABOVE FINISHED FLOOR SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD TEMP GUARD QTY RESIDUAL 20 PSI CATWALK ORD. HAZ. GR. 2 WET .20 GPM 761 SQ. FT. 130 SQ. FT. 250 GPM 300.7 GPM @ 58.3 PSI SIDE BEAM BRACKET CTS CUT TO SUIT * BB (CL) BOTTOM OF BEAM VIKING VK100 VK100 SR SSU BRASS 5.6 112" 155° A-1 11 GPM FLOWING DATE & TIME 7200 GPM EYE SOCKET FO FIELD ORDER NUT & PLATE WASHER IFOUY INSIDE FACE OF WALL * TB * TS (CL) TOP OF BEAM (CL) TOP OF STEEL BOTTOM OF DECK PER: PAT BRODEN KWIK-BOLT OFOW OUTSIDE FACE OF WALL RIGID COUPLING LOCATION: - HDI -P NAS NO AUTO. SPRINKLERS 111114111•MI FLEXIBLE COUPLING SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE ARCHED/ WSCUP: ARCHEI*219DR PROJECT: SHASTA - CATWALK 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S18-141 SAMMY SUPERSCRE1111 COJ CUT ON JOB NOTES: - COACH SCREW ROD CEILING FLANGE TRAPEZE SPRINKLERS THIS SHEET= 11 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACT W/: CONTACT: PHONE: PROCON DEVELOPMENT KAYLIE CASTILLO 562-799-4439 AUTHORITY: TUKWILA DESIGNER: R.V. / T.O. SCALE: As Noted DATE: 4-1-19 REVISED 11 PLOTTED FP 1 OF 1 O O eb O M Imp ✓ (512I- ( 5541 4 ,j- 0. it X40 __ 23" -53 __ a•— • pro --- r510) t U Ordinary Group2 - Unde 551 c 511 l:lSQ , 553) 12-0” SCH. 40 ALK'G'====CATWALV'G 1'/.11' 3 A F.F. 8 6 A F F.. 8 11o_ cP s,,O§ 6-9 2.9 1-0 CATWALK' D' r'- 9'-6"A.F.F. ; 556 ".� 557 555 JQ JQQ.00 O a 1(p CATWALK'A' A.F.F. ? UNDER CATWALK'A','B','C','D','F', & 'G' FIRE SPRINKLER PLAN 1 SCALE: 1/8" =1-0 (2) 1/4" x 1 TEK SCREWS SIDE BEAM BRACKET SCOPE OF WORK: SHORT STRAP • MODIFY EXISTING OVERHEAD FIRE SPRINKLER SYSTEM TO PROTECT BELOW CATWALKS. • PROVIDE COMPLETED CONTRACTORS MATERIAL AND TEST CERTIFICATE AT PROJECT COMPLETION. CLARIFICATIONS: • ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: • RELOCATION OF EXISTING MAIN AND BRANCHLINE PIPING. • INSTALLATION OF SPECIALTY SYSTEMS: DRY SYSTEM, KITCHEN HOOD, EXHAUST DUCT. • CHANGE OUT OF EXISTING HEADS TO QUICK RESPONSE. • CUTTING, PATCHING, AND PAINTING OF STRUCTURE. • PAINTING, PREPARATION OR CLEANING OF PIPE. • SHUTDOWN FEES, WSST, BONDS • ANY AND ALL ELECTRICAL OR ALARM WORK. GENERAL NOTES: • ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND1OR FM APPROVED. • JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13. • PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. • PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. DESIGN CRITERIA: • DESIGN AND TESTING BASED ON NFPA 13 (2019) AND TUKWILA CODES. • BELOW CATWALK CRITERIA - ORDINARY HAZARD (GROUP 2) - .2IENTIRE CATWALK BUILDING INFO: • PARCEL #: 352304-9072 • OWNER: SHASTA BEVERAGE FIELD NOTES: • NEW HANGERS ON THIS SHEET TO BE SIDE BEAM BRACKET OR SHORT STRAP TYPE (U.N.O.). • NEW 1" PIPE TO BE BLACK SCHD 40 (U.N.O.) & JOINED WITH THREADED DUCTILE IRON FITTINGS. • NEW 11/2" - 2" PIPING TO BE BLACK SCHD 10 (U.N.O.) & JOINED WITH GROOVED FITTINGS AND COUPLINGS. • MAXIMUM HEAD SPACING TO BE 130 SQ. FT. • E.Q. BRACING TO BE PER DETAILS ON THIS SHEET. BRANCH RESTRAINT MAY BE OMITTED WHERE DISTANCE FROM TOP OF PIPE TO POINT OF STRUCTURAL CONNECTION IS 6" OR LESS. • PROVIDE HEAD GUARDS FOR SPRINKLERS UNDER CATWALKS. UNDER CATWALK 'E' FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" -10 0 10 20 40 • • _ • _- __ SCALE: 1/8" =11-0" SPRINKLER LEGEND: 2/ 8-6 2'/z = NEW PIPE = EXISTING PIPE = HANGER MT = MECHANICAL TEE = SWAY BRACE = HYDRAULIC NODE TAG r ( 1 —SEE LOW LEVEL CATWALK PLAN THIS SHEET 0c+p 211' O —L NEW 2'/2 x 1% GRV'D FN CONCENTRIC RED.-- -QP N (E) 21/2 \ / est Cu (E)3 ,,.....,.. (E}4..,.....t(E)4 t-45\---/(321i�) 1._.-j 3, MT 1'1,°°>= MT I 1-7'/MTisO CAT— — r- --- --- R -J 1 P o�*P`� ,`O _ (Ek% (E)3 (E) 4 • it 121° • COw 1— -SEE LOW LEVEL CATWALK PLAN THIS SHEET - } Ja (717771-77 SYSTEM #1 (E)81 WI - r � I .5012 � (E) RISERS (500) / N • = (E)8 SYSTEM #2 I --t � I —4 SITE / KEY 1 ROOF LVL PLAN SCALE: 1" = 1 112" X 4112" LAG 1" LOCKING SWAY BRACE ATTACHMENT END TOLCO FIG. 909 1" LATERAL SWAY J BRACE ATTACHMENT TOLCO FIG. 1001 /// 1" SCHD 40 X 7'-0" MAX. *BRACE PIPE 45° MIN. FROM VERTICAL -30 0 co w (E) 8 i102`' t'101; - ;100; 30 60 120 SCALE: 1" = 30'-0" 112" X 4 112" LAG 1" LOCKING SWAY BRACE - T ,r.�- ATTACHMENT END TOLCO FIG. 909 1" SCHD 40 X T-0" MAX. u PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 4LA *BRACE PIPE 45° MIN. FROM VERTICAL LATERAL E.Q. BRACE LONG. E.Q. BRACE DETAIL '1' DETAIL '2' FOR PENDENT USE: (E) 8" BACKFLOW IN VAULT'` OPEN GRATING STEEL BEAM (E)8 i/1 (E) CITY CONNECTION CATWALK FLOOR (10'-4W) BOTTOM OF TUBE STEEL (9'-111/5") NEW BRANCHNEW PIPE�� SSP WITH [ HEAT SHIELD & GUARD 1 - Model C-1 Pendent Water Shield and Guard Assembly FOR UPRIGHT USE: Model B-1 Upright Water Shield and Guard Assembly FINISHED FLOOR (0'-0") BUILDING SECTION 'B' NTS WOASNINOTON *TATO CORTIPIOATO OP OOMPRTINOT MOO PROTOOTION SP UNNLOR SYSTEM* Theodore M. Queen 4930-0205-C - Level 3 Archer Construction, Inc. ARCHF,j*DR 12131119 REVISED 4-11-19 PER FPE COMMENTS WATER SUPPLY HYDRAULIC DESIGN INFORMATION HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER SYMBOLS STATIC 148 PSI AREA HAZARD TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYS. DEMAND @ BOR A BEAM CLAMP CL CENTERLINE OF PIPE * FF (CL) ABOVE FINISHED FLOOR SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD TEMP GUARD QTY RESIDUAL 20 PSI CATWALK 'D' ORD. HAZ. GR. 2 WET .20 GPM 308 SQ. FT. 130 SQ. FT. 250 GPM 125.5 GPM @ 27.2 PSI B SIDE BEAM BRACKET CTS CUT TO SUIT * BB (CL) BOTTOM OF BEAM 0 VIKING VK100 VK100 SR SSU BRASS 5.6 112" 155° B-1 2 GPM FLOWING 7200 GPM C EYE SOCKET FO FIELD ORDER * TB (CL) TOP OF BEAM 0 VIKING VK102 VK102 SR SSP BRASS 5.6 112" 155° C-1 24 DATE & TIME D NUT & PLATE WASHER IFOW INSIDE FACE OF WALL * TS (CL) TOP OF STEEL I BOTTOM OF DECK PER: PAT BRODEN E KWIK-BOLT OFOW OUTSIDE FACE OF WALL RIGID COUPLING LOCATION: - F HDI -P NAS NO AUTO. SPRINKLERS FLEXIBLE COUPLING G SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE RCE WSCL#: ARCHEI*219DR PROJECT: SHASTA - CATWALK 'A' - 'G' 1227 ANDOVER PARK E TUKWILA, WA 98188 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S18-141 H NOTES: - K SAMMY SUPERSCREW COACH SCREW ROD CEILING FLANGE COJ CUT ON JOB T TRAPEZE SPRINKLERS THIS SHEET= 26 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACT W/: CONTACT: PHONE: PROCON DEVELOPMENT KAYLI E CASTI LLO 562-799-4439 AUTHORITY: TUKWILA DESIGNER: R.V.1T.0. SCALE: As Noted DATE: 4-5-19 REVISED 1/ PLOTTED 1/ CW1 OF 1 NEW 10' HIGH WALL SPRINKLER COVERAGE AT WAREHOUSE ROOF TO REMAIN FIRE SPRINKLER PLAN SCALE: 1/8"=1'-0" NEW OFFICE 9'-0" GWB • /1 EXISTING DRIVE-IN RAMP t - p-4 U_ r /M 2x1 M.T./ EXISTING 2" LINE GENERAL NOTES 1. — — — — —DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. TYPICAL DROP TO HAVE ADN. PS1100 STRUT CLAMP— SIZE PER PLAN (2) 3/8"x1" BOLT W/NUT AND FENDER WASHERS Tvi Er �!;thc� is V�,:.t:�yi� Comments ❑ As Noted Il Red ❑ Per The Attached Letter TF -� plans have been reviewed by The Tukwila Fire r-_-^cn Bureau for conformance with current City f _ es. Accecra'ce __ subject to errors and which do : a _j .onze viciz-ltrins of adopted end yr "'=nC S The responsibility for the - 4,..azy of `� rests t+JU,;,1!, with the designer. Ce et ons -.r : evis ons to t -•es€ drawings after vyid tt s _-,`_.twice and rrequire a ) i- •r . tea .. _ ..s- _ed drawings f r suo-eg ent approval. _ _er -.ce is s- b e s to field test and inspection by t r evenc-en Bureau. PAID MAR 31 2011 IUKWILAFIrE k (z.soco tkt'"7,716-ko HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HILTI HDI—P G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R HILTI KB—III S PIPE SPIKE T U V W X Y Z Pease cal: 575-4407 and give this job 15/8" x 15/8" x6!c. J I- S -(� 7 ). UNI—STRUT and �-xact ad fres; for shut' -x,..J Vr? or r St-Jration a3;.rr1:al CEILING FRAMING TYPICAL HANGER DETAIL SCALE: NONE SCOPE OF WORK ADD 2 FIRE SPRINKLERS WITHIN FREIGHT OFFICE OF EXISTING WAREHOUSE. S 160111 VICINITY MAP 2011G ap 6#ata C2 STATE CERTIFICATION SPRINKLER LEGEND ceH O am to � SPRINKLER ORIFICE SIZES AND TYPE O a 1- z O z a W W 2 5 3 7 1 SPRAY 16 8 16 2 O 1/2" 1" 3 4 17 32 SPRAY 3/4" 1- 2 8 7 1 8 16 2 SIDEWALL 1/2" 1" 1" 2 DRY TYPE 1" e 1" 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES TEMP RATING FITTING LEGEND P PIPE -O -LET O 165° -e- 212' o 286° 350° 500° 0 z Z a 0 0 m >1 N z3 z0 W O 0- 0 1/2" 1" 1" 1/2" 1" 4 1- 1/2" 1/2" F SN TSN PLAIN END FIT FITTING GROOVED SHAPED NIPPLE THREADED SHAPED NIPPLE APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEAD LEGEND SYM 0 MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE F1FR 56 OR SSP Vi" 5.6k GNOME 1PC CHR 155'F 2 TOTAL 2 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITON 6. JOINING OF PIPE AND FInINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET 140. 13. 2007 EDITION. 7. OWNER TO PROVIDE AD(QUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGN PER NFPA 13, 2010 EDITION, AND CITY OF TUKWILA STANDARDS FOR ORDINARY HAZARD. PIPE NOTES 1. ALL THREADED PIPE TO BE BLACK SCH. 40. 2. ALL GROOVED PIPE TO BE BLACK SCH. 10. 3. ALL GROOVED COUPLINGS TO BE RIGID U.N.O. BY FLX. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: POE CONSTRUCTION PO BOX 1838 AUBURN, WA 98071 SUBMITTAL 3.30.2011 PROJECT NAME: SHASTA FREIGHT OFFICE 1227 ANDOVER PARK E TUKWILA, WA 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRIOTFIRE.COM chriss@potriotfire.com TEL (253) 926-2290 FAX: (253) 922-6150 DESIGNER CHRIS SEAMAN SHEET DATE 3.30.2011 JOB NO. 12-13809 1 OF 1 FP -1 LJ !EMPLOYEE OUT ACTIVITY AREA OOR NEW RAMP 2 i / / / // / AREA OF WORK NEW 42,812 SQ FT ADDITION WITH K17 ESFR SPRINKLER SYSTEM. ACTUAL INSIDE SQ FOOTAGE = 42,471 SQ FT / EXISTING 16'Wx1 4'H NO NEW WORK Tj0 EXISTING SPRINK ER SYSTEMS // EXISTING MTL CHAIN LINK FENCE C C CC C C C 7N / LOADING D pi( ARA j Pi20X!2;500'5 /NO/HrGH'PaLEA /S70RAGE IS/AREA is ; ////4 ADD (1) NEW WET RISER BUILDILNG ADD FOR TION NEW MAIN TO BUILDING (ADDITION LOCATION OF 2 FIRE SPRINKLE .�E -Q .144 • N LCADfN • 3E EXISTING LOADi;JG AREA EXISTING DRIVE :IN RAMP EXISTING RISERS L C EXISTING EQUIPMENT SCREENING 2E FLOW TEST EXISTING TRASH LOCATION STATIC 120 PSI RESIDUAL 20 PSI FLOW 6,685 GPV DATA BY MIKE C. W/ TUKWILA -PWD LOCATION @ SITE EW WALL POST N DICA111\ G VALVE SITE PLAN 210 L� EXISTING 8" D.I. UNDERGROUND C C 6N 9E 1. NEW // EXi9TINC NEW "DOUBLE DETECTOR CHECK" ASSEMBLY v (BY OTHERS) STEEL BAR JOIST TYPICAL MAIN SCALE: 1"=20'-0" FOR 6" PIPE USE 1/2"x 3" LAG BOLT PRE—DRILL 5/16" HOLE FOR 8" PIPE USE W6"x 3" LAG BOLT PRE—DRILL 7/16" HOLE 1/2" EYEROD WITH ROD COUPLING EYE TO BE WELDED FOR 8" PIPE 1/2" ALL THREAD ROD & RING HANGER SIZE PER PLAN NOTE: THIS DETAIL FOR USE WITH PIPE SIZES 6"-8" HANGER TYPE 'E' NO SCALE LLJ I f 0 EXISTING F.D.C. EXISTING VAULT TO CITY MAIN UNDERGROUND PIPE NOTES 1. THIS SITE PLAN IS FOR REFERENCE ONLY. SEE ARCHITECTURAL AND CIVIL DRAWINGS _FOR ADDITIONAL SITE PLAN INFORMATION. 2. ALL UNDERGROUND PIPING IS EXISTING. 3. PATRIOT START POINT AT EXISTING RISER MANIFOLD INSIDE BUILDING. 4. REPLACEMENT OF EXISTING. BACKFLOW DEVICE IS BY OTHERS. X1/2"x 3" LAG BOLT PRE—DRILL 3/16" HOLE 418" TOLCO FIG. 58 TYPICAL EYELET BRANCHUNE STEEL BAR JOIST h -- k 4/8" ALL THREAD ROD & RING HANGER SIZE PER PLAN NOTE: THIS DETAIL FOR USE WITH PIPE 4" & SMALLER HANGER TYPE 'E' NO SCALE ACCEPTED O Without Comments 0 As Noted in Red - 121; Per The Attached Letter plans have been reviewed by The Tukwila Fire 1 ." • :ion Bureau for conformance with current City 3rds. Acceptance is subject to errors and which do not authorize violations of adopted -rds and ordinances. The responsibility for the +.F• ' .:.cy of design rests totally with the designer. ./ns, deletions or revisions to these drawingssafter will vold this acceptance and will require a rE.A. alittal of revised drawings for subsequent approval. Fi,.p: acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /1-/ -/0 By: a METAL BAR JOIST W/ WOOD NAILER CONCRETE TILT PANEL CONCRETE SLAB PARTIAL BUILDING SECTION e. NOTICE I kiKWILA FIRE DEPART( IN't Please can: 575.4402 ,* and give this job No. /0 –S– %35? and exact address for shut. 'town or rest;,ration 8ptaroval. Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. SCALE: 1/4"=1'-0" EX'STING AFF— t NOTE OWNER TO MAINTAIN 40'F MIN IN ALL AREAS CONTAINING WET SPRINKLER PIPING. 1 CO 4E1 1E1 8 ,„ �., 2-3) PROFESSIONAL ENGINEER REVIEWED: ACCEPTABLE PER NFPA 13 STANDARDS z >( CO 8 (3-6) 8 I . 114' 077 I POTTER 'PS10-2A' ALARM SWITCH (WIRING OF SWITCH TO XISTING ALARM PANEL IS BY OTHERS) 8" RELIABLE MODEL 'E' ALARM CHECK VALVE W/ TRIM (TIE MAIN DRAIN INTO EXISTING DRAIN PIPING) 8" MUELLER NSR VALVE W/ MUELLER WALL POST INDICATOR W/ POTTER 'PCVS-2' TAMPER (WIRING OF SWITCH TO EXISTING ALARM PANEL IS BY OTHERS) HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U v w x Y FITTING LEGEND PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE (� STRUCTURE TO CENTER j� UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 1- a' a 1- z W z Z a W W 1- � (1) 2 5 3 7 1 SPRAY 16 8 16 2 O O 1/2" 1" 17 32 SPRAY 3/4" ❑O 1• 3 7 1 8 16 2 SIDEWALL Q 1/2" 1 DRY TYPE • + e STATE CERTIFICATION TEMP RATING 0 -eO 165 212 286 350 500 In3 b0 Y CC N � 0 0 z= Wg LI 1/2" 1" 1" 1/2" 1" 1" 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY TOTAL QUALITY CONTROL BY KM DATE 10-8-10 APPROVED FOR FABRICATION BY DATE 1. 2. 3. 4. 5. GENERAL NOTES ALL MATERIAL AND EQUIPMENT TO BE NEW AND 111. USTED OR RI APPROVED. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2007 EDRION. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 2007 EDmON 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA SEE NOTE SHEETS FP -2 THRU FP -3 PIPE NOTES SEE NOTE SHEETS FP -2 THRU FP -3 PATRIOT START POINT AT EXISTING RISER MANIFOLD RISER DETAIL FP -1 SCALE: 1/2"=1'-0" FP -2 FP -3 KEY PLAN NEW ADD. EXISTING NO SCALE REVISIONS NO DATE BY DESCRIPTION 1 10-26-10 PD ENGINEER REVIEW — RESUBMITTAL TO CITY CONTRACT WITH: POE CONSTRUCTION, INC. 1519 WEST VALLEY HIGHWAY N., SUITE #103 AUBURN, WA 98001 WAYNE WILLIAMS: 253-833-2400 PROJECT NAME: SHASTA BEVERAGE WHSE ADD ROOF PIPING PLAN 1227 ANDOVER PARKWAY EAST TUKWILA, WA 98188 ATRIOT FIRE FROTECI102, 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRIOTFIRE.COM pietrod@patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE SHEET DATE 10-8-2010 JOB NO. 11-1769 1 OF 3 FP -1 1 TOLCO FIG. 825 BAR JOIST W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT MINIMUM ANGLE FROM VERTICAL PLANE 60. MIN, BAR JOIST 11/2" SCH. 40 PIPE \P TO 10'-6" LONG TOLCO FIG. 4L PIPE CLAMP (LONGITUDINAL SWAY BRACE) SPRINKLER MAIN TOLCO FIG. 2002 SWAY BRACE ATTACHMENT (LATERAL SWAY BRACE) SIDE VIEW EQ BRACING NO SCALE NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. SECURE TRAPEZE TO STRUCTURE PER NFPA 13 SECT. 9.1.1.6.4 3/8"x6" ATR W/ (2) 3/8" NUTS & WASHERS FIELD DRILL 7/16" HOLE 'B' 'A' 'c' SPAN 1 $ PIPE 'D' W/3/s"x9" ROD WELDED TO EA. END (DO NOT OPPOSE) TYPICAL BAR JOIST 'F' NUT & WASHER SHOP DRILL 'E' HOLE 6i3'F' ALL THREAD ROD (LENGTH PER PLAN) ` - HANGER RING PER PLAN HGR. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN T 321'-0" (MATCH EXISTING) 'E' HOLE SIZE 'F' ROD SIZE T EXISTI\G 11'-0" 10'-0" 21/2" 0 SCH. 10 I 1 I H SIDE BEAM BRACKET =r SHORT CLIP M ALL THREAD ROD g0'-6„ TOGGLE NUT 20'-0„ POWDER DRIVEN STUD - EXPANSION BOLT 220'-6„ PIPE SPIKE T U W Y Z I 1 40'-6" 40'-0" 40'-0" ADN ADJUSTABLE DROP NIPPLE 40'-0" 40'-0" 40'-O" 40'-0" 40'-6" x ce ' 1- 35/ 3)8 I- x a a r z wo La ,w, N '- V) i 5 3 7 1 O® 1/2 2 16 8 16 2 SPRAY O 0 O 3 17 ❑ • I O N 4 32 SPRAY o 1" - 3 7 1 <a - - 2 8 16 2 SIDEWALL < , 1" / ^r.��.,,I1It0 11 ,g m m „ to " �,.dto ' ,,.,�Iep ° ,�, 11 ,� .c ,�., In.adm ,� to 11 ro,�, 0 3 In �.,I.o `I ,�•, In • iv 0 165° ,,.,I°o > N • 11 �Im �,Im /2"al to io -REMOTEAREA 1• ® 1/2" Q 350 ° 1" 4 / N10 500 ° N '' O I O O I OO I' Hlt I I O M I^`I O I O N I O I O \ 4 1 O I O N O 1 HEAD FINISH «"1+110 '`I 1 QTY N O «"1+110 '` 1 -`I I M I O I O O ESFR 17 PENDENT 3/4' 16.8K BRZ N/A 165' 439 DRY> RELIABLE F3QR DRY SIDEWALL 1' 5.6K CHR CHR 200' 4 < RELIABLE G HSSW 1/2' _, BRZ N/A 165 3 (12) K17 ESFR SPINKLER HEADS HYDRAULICALLY CALCULATED TO PROVIDE A 35 PSI MIN. E.H.P. FLOW AT NODE (BOR): 1,237.9 GPM @ 92.4 PSI � ` o -s ❑0 9A N o v 026 a o 0 , !C 0 ❑ 0 ❑ 11 0 0 0 ° I 0 ! ° 'C 1 0 ° '7' C ° 2+� ECC i BALRAIN APLVE, NIPPLE &PLUG I C 0 I C I ^C 0 0 ,, 0 C C 0 o C, a 1 C, o C, a / o' I / / I/ HASS FILE: SHASTA2 m_ 1 NM " o 6 0" � o 6 - 7 �C 0 r \ �\� ��� ..g \ N y \� � ° i(:). I � O \< N ❑(9' 0 C I ❑ ,OA 0 0 BOD 0 I 'C 0 ❑ BOD 0 0 1 C 1 r 0 1 C ❑' 0 ❑ 0 BOD B00 0 0 0 C, e C ❑ 0 ^C ❑ 0 BOD 0 G ❑ 0 �❑ BOD 0 0 1 I 0 t 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. ❑�, 0 BOD 0 1_ 'C 0 1 C 0 BOD 0 t E o I C 0 i B00 a t $ ❑ ❑ a 1 < 0 / 0 BOD o 1 DATE BY DESCRIPTION 1 10-26-10 PD ENGINEER REVIEW - RESUBMITTAL TO CITY N , o 0 r 0 r 0 r r 0 r 0 0 0 .- 0 r- 0 0 0 0 0 0 0 a 0 0 a - o CONTRACT WITH: POE CONSTRUCTION, INC. 1519 WEST VALLEY HIGHWAY N., SUITE #103 AUBURN, WA 98001 - WAYNE WILLIAMS: 253-833-2400 PROJSHECT MASTA BEVERAGE WHSE ADD ROOF PIPING PLAN 1227 ANDOVER PARKWAY EAST TUKWILA, WA 98188 P09 ATR_ WWW,PATIRE, PE€! = -OT pietrI tfi v. FIRE PROTECTION, INC. 2707 70TH AVENUE EAST - TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE O' m ' Ol DATE 10-8-2010 2 OF 3 JOB NO. 11-1769 - - 1 - ❑ Q BOD P N m ,�•,m ,7 N M A �,o,om N N ,7 N ,�,o,o CV r7 N M N M N s 1 1, M ,gym ,Cm M N 17 -�.,mm N ,7 N M ,g N ,c M N mm M N y"co M N M N m - ecomm M N M N ), N ,7 I_ EvPL0YEE ACTIVITY AEA OUTD00� \EW SAN P I rn1 1 No ,O 1 CO N a ^� N ,O ,,ACV D co 1 1 Ip ,� Nal ,+]D N rn111 J] ^� N N m I ^�" co N 1., N Io I co I., m ^r 1 ^� N Ip N 1,3N m 1 ,p I., = N 'f' m m ,u 1 1 1'' Ip N Ip N Ip N O O 1 '� ^C L < m 1 Ip O N `� Io 1 m N O 1 'C m m 1 1 ,p N Ip N O O 1 < Io 1 ,p O I -� N Z" Io , -� ,p N O 1 V' m 1 = ,p O t C 'I? ,p N O 1 < m 1 ,p o L ^� N V m I ^� ,p N O t < m 1 ,p O 1 = .... �, ', m 1 N O 1 < Io ,p O I 1 - - T In N ❑ O I O M 0 O 0 N ❑ O ,r.1 I el ❑ O N -C co N ❑ 0 ,�" .3 ❑ m :v N ,O N ❑ ,l 0 -, - - ar^ J) ❑ O N _ O / ❑ ❑ ❑ ` N 1 N I N^ t O ❑ N O ❑ I N O O O ❑ ❑ ' r\ I N O ❑ 1 N O I N ❑ I N O\ ._ ❑ I n N O ❑ I n -.vI N O N O I N O ❑ I • N O ❑ I I �`I < ❑ 0 0 .. 0 0 0 IL NcN < m N N ,n N N N li m N N n N c04 N ,c N N < N m N nCV N oICV N N m N N ro N • N o N N m1 N N ,o N N n N j OFFSET AT WF BEAM-N<o �o �o �o �o .-v o 0 <o N m N °p N °p N °p N °p N °p N m N °p `}'}�-(� •O << TYP 0 8 PLCS. \ 1/2 'C o 0 0 1 < I .'C' 1 < 0 L < 0 1 `C 0 0 < 0 1 < 0 1 -E' 0 t V 0 1 `C 0 1 V 0 t 0 t `E 0 L < 0 �}1 �I I < THIS SYSTEM 9� (1-to)`�'� ❑ Na ❑ No <" ❑ No 1 �'`� ❑ 0 _ D ❑ 0 _'� ❑ '- _ ° <,n ❑ NO o 0 0 - 0 -. o - T o 0 0 0 0 0 o d o 0 - 4 ■ L' < -- - i_��yi_�u.r c1•�i■+ly�iy�i y�i� ^ - } } 6 } }1 }1 }1 }1 }1 1 �, 1 } 1 } } 1 } CA 01 i O y.� y'\' ti I N NO 1 6 y�� ❑ r I 6 O �'�'\' ti 1 ❑ 1- I ❑ 6 6 O y�� ti I N ^ O \�' � j ❑ I N NO r ^ 6 \�:' ti ❑ r I N 6 O \�' ti ❑ I NO 1 r 6 1 \v ^ ❑ I N _ �_ ❑ N6 1 , ® I1 ❑ N 1 ® H 6 ❑ N 6 r 6 ', % II ^ ❑ ND II - ❑_ I 1 O I-6 1 / ` I i _ ❑ I r f 6 �. ❑ r I II 1 O I. 6 f .. 6^ ❑ 1 n i O ❑ �K/,\_,./.,2:).k- 1 Y r ❑ i �I 2- -.Vati �j N / 6 6 ❑ i � \�' \ate N Y 6 r N 6 ❑ i ` \�' m� i pati N ❑ i `} I meati / N ❑ i ° \�- \ �m� pati I 1 N N 6 6 6 i ° ` \�' I pati N ° C:-.1' Y 6 antia� N 6 ❑ i `} ter' I N ❑ \ ` I 6 f r N ❑ ` a� I V pati N ❑ \} �YLr I Y 6 pati N \ ❑ \�'\• I r 6 pati N ❑ �m� r N 6 ❑ y��} I V- 6 II f 11 °-1 f °-1 o' f 11 -. 1 11 D II I1 -. f 11 °-° II /' 11 -. -. ° 11 1 II -. - f 11 ,0-0 II �k-6 5-6 10 0 R 6 -• 10-° rl 6-6 3-6 11 If 0 - H - II / H -° R II I, It f II • -• 10 11 ° - K - 11 I1 f- µ - II °-1 11 ,I 0 f I, �fi 2-6 11 0 f Tr II 8- 11 n o f II s- f °-1 o % I, 1-1 0-6 L - - 6 } 1 N o r' ❑ C� ^ L" N N o® �� I ,p N ❑ 36 O0 1 ,p ❑ ^C N ❑ 0 I CO N 0 1 1-6 Ip N ❑ 0-C.4 I Ip ❑ \ \ I ^ N o I ^C ,p N ❑ o I ,p ❑ ryr` N o / I �`' 'C m \ BOD ❑ 36 o / I `' ^C ❑ O / `\4 co ��'1 N ❑ O I CO ❑ / ' �L o 1 �L- Ip N ❑ o 1 CO ❑ �� o / 1 �� N CO �1(L N BOD ❑ 36 1 Ip ❑ ^C N O o , $ I 27 CO N ,p ❑ 0 I ,p N N \ 0 1 Ip -C N o I Ip N N \ O I co ^Nr ❑ J (__ II 021/2 s -o 1-6 T OE „ 2Ih o 1 N� ❑ ^C o r I �' N ❑ o r I ^�" Ip N N ❑ o 1 \� 1-6 ,p N ❑� 0 I ,p co --j ^C N 0 / I / D-6 - ,p N *7-j? / 0 I co 04 1 ; \ ' \ co SOD .1, =E' N 0 1 =C' Ip N 0 1 co i OI :C ? 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O ❑ 0 0 ❑ ❑ 0 • ❑ ❑ ❑ Q/, ❑ 0 ❑ ❑ 0 ❑ 0 ❑ 0 Q% ❑ ❑ Q ❑ ❑ 0 ❑ ❑ ❑ ❑ O/ ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ 0 , , , ° BOD O L \ _ O 1 'C BOD O 1 1 O BOD O L 'E' O l '� O I O I 'L BOD O L O I •C BOD O o 1 - ;C BOO O 1 '800 O O 'C I O I `�' BOD I O O i0 1 , rF m BOD N O 1 < O 1 < BOD O 1 \Q BDD O O I < 1 O J Z' BOD' O t < O L < 800 O , < O L 'C BOD O 1 'C O' L L 1,/ BOD 0 N O •• ° .° 0 0 2thz1• ECC DRAIN CAP & 1' BALL VALVE, o 1 0 ,y" 0 0 0 0 0 0 0 0 0 0 0 0 0 o I o 0 0 0 0 0 0 0 0 0 0 0 0 ^I o 0 1 ❑ to NIPPLE & PLUG ❑ sA I 1 ❑ s ❑ ❑ . ❑ ❑`\O ❑ ❑ ❑ ❑ ❑ ❑ ❑'\O ` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑\G ❑ ❑ ❑ ❑ ❑ ❑ ❑ 'C ¶4-8 h ❑ _ I \❑ j / \ C 1.- II"' �Io I glo a �Ilo - lo X10 Flo o -`lo i`JId FL, �Ilo Nod o o Flo g o -o 1 - o o Nlo o Erg 4o - Fill', o Immo 4-8 Nlo 41 10'-0" 10'-0" 10'-0' 5'-0' 5'-0" 10'-0' 10'-O' 10'-0' 5'-0" EXIT 5'-0" \C 16'Wx14'H 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 10'-O' 10'-0' 5'-0" 5'-0' 10'-0" �,h� E 10'-0" 5'-0' 5'-0" 10'-0" 10' (t' 10'-0" a 5'-0. 10'-0' 10' 0' 10'-0' 5'-0' 5'-0' 10'-0' 10' 0" 10'-0' h p?1} -CCP ' E Arn TOLCO FIG. 825 BAR JOIST W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT MINIMUM ANGLE FROM VERTICAL PLANE 60. MIN, BAR JOIST 11/2" SCH. 40 PIPE \P TO 10'-6" LONG TOLCO FIG. 4L PIPE CLAMP (LONGITUDINAL SWAY BRACE) SPRINKLER MAIN TOLCO FIG. 2002 SWAY BRACE ATTACHMENT (LATERAL SWAY BRACE) SIDE VIEW EQ BRACING NO SCALE NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. SECURE TRAPEZE TO STRUCTURE PER NFPA 13 SECT. 9.1.1.6.4 3/8"x6" ATR W/ (2) 3/8" NUTS & WASHERS FIELD DRILL 7/16" HOLE 'B' 'A' 'c' SPAN 1 $ PIPE 'D' W/3/s"x9" ROD WELDED TO EA. END (DO NOT OPPOSE) TYPICAL BAR JOIST 'F' NUT & WASHER SHOP DRILL 'E' HOLE 6i3'F' ALL THREAD ROD (LENGTH PER PLAN) ` - HANGER RING PER PLAN HGR. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F' ROD SIZE T 1'-6" 11'-0" 10'-0" 21/2" 0 SCH. 10 9/16" 1/2" HANGER TYPE 'T' NO SCALE PIPING PLAN SCALE: 3/32"=1'-0" TYPICAL BRANCHLINE STEEL BAR JOIST - 1/2"x 3" LAG BOLT PRE -DRILL 3/16" HOLE 3/s" TOLCQ FIG. 58 EYELET 3/5" ALL THREAD ROD & RING HANGER SIZE PER PLAN - NOTE: THIS DETAIL FOR USE WITH PIPE 4" & SMALLER HANGER TYPE 'E' STEEL BAR JOIST TYPICAL MAIN NO SCALE FOR 6" PIPE USE 1/2"x 3" LAG BOLT PRE -DRILL 5/16" HOLE FOR 8" PIPE USE 5/8"x 3" LAG BOLT PRE -DRILL 7/16" HOLE N1/2" EYEROD WITH ROD COUPLING EYE TO BE WELDED FOR 8" PIPE .- 1/2" ALL THREAD ROD & RING HANGER SIZE PER PLAN! NOTE: THIS DETAIL FOR USE WITH PIPE SIZES 6"-8" - HANGER TYPE 'E' NO SCALE SPACING REQUIREMENTS FOR OBSTRUCTIONS TO SPRINKLER DISCHARGE ISOLATED - OBSTRUCTIONS UNIT HEATERS 1. ALL UNIT HEATERS TO BE PLACED AT THE MIDPOINT BETWEEN TWO SPRINKLERS. AIR FLOW TO DISCHARGE AWAY FROM SPRINKLER HEADS. 2. UNIT HEATER BRACING AND HANGERS 2" OR LESS IN WIDTH TO BE LOCATED A MIN. OF 1FT. HORIZONTALLY FROM THE EDGE TO THE CENTERLINE OF A SPRINKLER. WAREHOUSE LIGHTING 1. LIGHT FIXTURES 2FT. OR LESS IN WIDTH BELOW THE ELEVATION OF THE SPRINKLER DEFLECTOR SHALL BE LOCATED A MINIMUM OF 36" HORIZONTALLY FROM THE CENTERLINE OF THE FIXTURE TO THE CENTERUNE OF THE SPRINKLER. 2. LIGHT FIXTURES GREATER THAN 2FT. IN WIDTH SHALL BE PLACED AT THE MIDPOINT BETWEEN TWO SPRINKLERS. CONTINUOUS OBSTRUCTIONS 1. CONTINUOUS PIPING RUNS BELOW THE ELEVATION OF THE SPRINKLER DEFLECTOR SUCH AS ELECTRICAL CONDUITS, PLUMBING PIPE, & DUCT PIPING 1 FT. OR LESS IN WIDTH SHALL BE PLACED A MINIMUM OF 1 FT. HORIZONTALLY FROM THE EDGE OF THE PIPING RUN TO THE CENTERLINE OF THE SPRINKLER. 2. CONTINUOUS PIPING RUNS GREATER THAN 1FT. AND LESS THAN 2FT. BELOW THE ELEVATION OF THE SPRINKLER DEFLECTOR SHALL BE PLACED A MINIMUM OF 2 FT. HORIZONTALLY FROM THE EDGE OF THE PIPING RUN TO THE CENTERLINE OF THE SPRINKLER. STORAGE 1. OWNER TO MAINTAIN MINIMUM 36" CLEAR SPACE BETWEEN SPRINKLER DEFLECTOR AND TOP OF STORAGE. cn 0 r1) 0 ESFR SPRINKLER HEAD BRANCHLINE N 0. UNIT HEATER BRAN HLINE ESFR SPRINKLER HEAD UNIT HEATER LOCATION PROFESSIONAL ENGINEER REVIEWED: ACCEPTABLE PER NFPA 13 STANDARDS NO SCALE DESIGN CRITERIA DESIGN STANDARD IS NFPA 13 USING TYCO'S ESFR 17 (16.8K) EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLER HEAD WITH A MINIMUM FLOW PRESSURE OF 35 PSI. WITH A MAXIMUM 30' HIGH ROOF THIS DESIGN ALLOWS UP TO 25' STORAGE OF THE FOLLOWING COMMODITIES: RACK STORAGE 1. CLASS I-IV ENCAPSULATED OR UNENCAPSULATED 2. CARTONED UNEXPANDED PLASTICS 3. UNCARTONED (EXPOSED) UNEXPANDED PLASTICS 4. CARTONED EXPANDED PLASTICS PALLETIZED AND SOLID PILED STORAGE 1. CLASS I-IV ENCAPSULATED OR UNENCAPSULATED 2. CARTONED UNEXPANDED PLASTICS 3. UNCARTONED (EXPOSED) UNEXPANDED PLASTICS 4. CARTONED EXPANDED PLASTICS IDLE PALLET STORAGE 1. WOOD ON FLOOR 2. PLASTIC ON FLOOR 3. WOOD IN RACK 4. PLASTIC IN RACK RUBBER TIRE STORAGE - 1. ON SIDE OR ON TREAD IN PALLETIZED PORTABLE RACKS, OPEN PORTABLE RACKS, OR FIXED RACKS WITHOUT SOLID SHELVES. (7(13iiii/-2 FP -3 KEY PLAN NEW ADD. EXISTING NO SCALE HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U W Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE - BRACE STRUCTURE TO CENTER V° /° LINE OF PIPE IN INCHES SPRINKLER LEGEND x ce ' 1- SPRINKLER ORIFICE SIZES AND TYPE I- x a a r z wo La ,w, N '- V) 1 5 3 7 1 O® 1/2 2 16 8 16 2 SPRAY O 0 1" 3 17 ❑ • 3/4" 4 32 SPRAY o 1" 1 3 7 1 <a 1/2" 2 8 16 2 SIDEWALL < , 1" 1' 2 DRY TYPE o a 1" 1" STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN 0 m 0 3 x "Ce*tlAeii°.4. i. I5541 ;ll+ aiVie """ Itv p, 11 A ra '' , 2(91 • iv 0 165° a O > N aCI O !� 212 ° /2"al 1" Q 286 ° 1• ® 1/2" Q 350 ° 1" 4 1- 500 ° /2" ® 1/2" APPROVAL REQUIRED CITY OF TUKWILA :4 %0 D•86 SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY • TYCO ESFR 17 PENDENT 3/4' 16.8K BRZ N/A 165' 439 DRY> RELIABLE F3QR DRY SIDEWALL 1' 5.6K CHR CHR 200' 4 < RELIABLE G HSSW 1/2' 5.6K BRZ N/A 165 3 TOTAL 446 QUALITY CONTROL BY KM DATE 10-8-10 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA SEE \OTE THIS SHEET PIPE NOTES 1. ALL WELDED/GROOVED MAIN PIPING TO BE SCH 10 BLK 2. ALL WELDED/GROOVED BRANCHLINE PIPING TO BE FIRE FLOW 3. ALL THREADED PIPING TO BE SCH 40 BLK REVISIONS NO DATE BY DESCRIPTION 1 10-26-10 PD ENGINEER REVIEW - RESUBMITTAL TO CITY CONTRACT WITH: POE CONSTRUCTION, INC. 1519 WEST VALLEY HIGHWAY N., SUITE #103 AUBURN, WA 98001 - WAYNE WILLIAMS: 253-833-2400 PROJSHECT MASTA BEVERAGE WHSE ADD ROOF PIPING PLAN 1227 ANDOVER PARKWAY EAST TUKWILA, WA 98188 P09 ATR_ WWW,PATIRE, PE€! = -OT pietrI tfi v. FIRE PROTECTION, INC. 2707 70TH AVENUE EAST - TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE - SHEET Fp.2 DATE 10-8-2010 2 OF 3 JOB NO. 11-1769 1-6( GALV CD I' o' \ 1 \ 0 21hx1" ECC DRAIN CAP & r BALL VALVE, NIPPLE & PLUG X10 \Y1 13— N p FYI I N p 1 Px ST \O \PW WO NS SYSTE T � TO TI IS APA VSH\ 10,-0" 2'-0" E 1 / E 4r • E 0 N E FLEX 10,-0" 5'-0" 5,4. 10' -0" 10'-0" \U ry0 ▪ (•, 5,4' 5'-d' 10,-0" 10' \YL -0" 10,-0" 5'-0" 5'-0" 10,-0" 10' -0" 10'-0" RED 8 EXISTING i0i 8 2U E / E E lu 0 CII 8 EXISTING 2 r' L EXISTI AREA G EX 'A STI v n E 0 N 25 E / E 0 CO I / E E 0 CO N / E O / E / E O E 2'-0" 20'-6" • 20'-0" — 20'-0" 20'-0" 20'-0" 20'-0" 111. XISTI\G TRASH OCATIO\ 0'-0" 20'-0" 20'-0" 321'-0" (FIELD VERIFY) .41 20'-0" 20'-0" 20'-0" 20'-0" -- 20'-0" 1110. -ad 20'-6" EXIST \ SCEE\ G TOLCO FIG. 980 SWIVEL ATTACHMENT WITH 5/8" x51/2" LAG BOLT GLU—LAM BEAM 1" SCH. 40 PIPE UP TO 3'-6" LONG TOLCO FIG. 4L SWAY BRACE ATTACHMENT LONGITUDINAL BRACE AT MAX. 25' INTERVALS VE\T 8" SPRINKLER MAIN EQ BRACING - EX. WHSE NO SCALE rGLU—LAM BEAM TOLCO FIG. 980 SWIVEL ,z— ATTACHMENT WITH 5/8"x51/2" LAG BOLT 1" SCH. 40 PIPE UP TO 3'41 LONG j " TOLCO FIG. 1001 / SWAY BRACE ATTACHMENT LATERAL BRACE AT MAX. 25' INTERVALS 8" SPRINKLER MAIN EQ BRACING - EX. WHSE NO SCALE BULK MAIN - EX. WAREHOUSE STEEL BAR JOIST TYPICAL MAIN SCALE: 3/32"=1'-0" r FOR 6" PIPE USE 1/2"x 3" LAG BOLT PRE—DRILL' 5/16" HOLE FOR 8" PIPE USE 5/8"x 3" LAG BOLT PRE—DRILL: 7/16" HOLE 1/2" EYEROD WITH ROD COUPLING EYE TO BE WELDED FOR 8" PIPE 1/2" ALL THREAD ROD & RING HANGER SIZE PER PLAN; — NOTE: THIS DETAIL FOR USE WITH PIPE SIZES 6"-8" HANGER TYPE 'E NO SCALE 1 /� PROFESSIONAL ENGINEER REVIEWED: ACCEPTABLE PER NFPA 13 STANDARDS i 1 FP -2 / KEY PLAN P \G n u NEW ADD. EXISTING NO SCALE HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T V X Y Z FITTING LEGEND P PIPE -0 -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE - 0 STRUCTURE LINE OF PIPETO IN INCHES SPRINKLER LEGEND Y cn I" 1- SPRINKLER ORIFICE SIZES AND TYPE x 2 ET j z o w a w N I- ti 1 5 3 7 1 D O 1/2" 2 16 8 16 2 SPRAY © ® 1" 3 17 ❑ • 3/4" 4 32 SPRAY O ® 1" 1 3 7 1 a Q 1/2" 2 8 16 2 SIDEWALL a , 1" 1" DRY TYPE O 0 1" 2 0. e 1" STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN OPENING UP o = z ala"" hit Ir. riA ,- SL...! • • tit 9 6( Val • 165° >_ N GIO a O 212 ° 4 1. 0 286 ° ® 1/2" Q 350 ° 4 1" 500 ° 1/2" APPROVAL REQUIRED CITY OF TUKWILA aill Dece>abe SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY TOTAL QUALITY CONTROL BY KM DATE 10-8-10 APPROVED FOR FABRICATION BY DATE 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH 3, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVIL BY OTHERS BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS PIPE NOTES 1. ALL WELDED/GROOVED MAIN PIPING TO BE SCH 10 BLK 2. ALL WELDED/GROOVED BRANCHLINE PIPING TO BE FIRE FLOW 3. ALL THREADED PIPING TO BE SCH 40 BLK REVISIONS NO DATE BY DESCRIPTION 1 10-26-10 PD ENGINEER REVIEW — RESUBMITTAL TO CITY CONTRACT WITH: POE CONSTRUCTION, INC. 1519 WEST VALLEY HIGHWAY N., SUITE #103 AUBURN, WA 98001 WAYNE WILLIAMS: 253-833-2400 PROJECT NAME: SHASTA BEVERAGE WHSE ADD ROOF PIPING PLAN 1227 ANDOVER PARKWAY EAST TUKWILA, WA 98188 PATRIFP099CF �- IT .� WWW,PATRI❑TFIRE,C❑M pietrod@patriotfire.com FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE SHEET F p - 3 DATE 10-8-2010 3 OF 3 JOB NO. 11-1769 FIRE ALARM LEGEND NEW EXIST SYMBOL DESCRIPTION MANUFACTURER PART # MOUNTING 1 0 Current Load: ADDRESSABLE FIRE ALARM CONTROL PANEL SILENT KNIGHT 6808 SELF CONTAINED FACP 758 1 0 18.548 FIRE SUBSCRIBER TRANSCEIVER AES 7707P-88-ULP-M SELF CONTAINED AES Total 0 3 0 BOOSTER POWER SUPPLY, BPS#1, BPS#2, BPS#3 SILENT KNIGHT 5495 SELF CONTAINED BPSx :Main System Board 1 0 1 INTELLIGENT BOOSTER POWER SUPPLY, BPS#4 SILENT KNIGHT 5496 SELF CONTAINED BPSx SK -PHOTO -W Smoke Detector 1 0 O ADDRESSABLE SMOKE DETECTOR SILENT KNIGHT SK -PHOTO -W W/B300-6 BASE 4" SQ DEEP W/SINGLE GANG MUD RING 17 0 0.002250 ADDRESSABLE MANUAL PULL STATION SILENT KNIGHT SK -PULL -SA ! 4" SQ DEEP W/SINGLE GANG MUD RING F 6 0 0.000375 ADDRESSABLE INPUT MODULE SILENT KNIGHT SK -MONITOR 4 SQ DEEP MON 0.001020 4 0 ADDRESSABLE RELAY MODULE SILENT KNIGHT SK -RELAY 4 SQ DEEP R 0 030 0 12XX 5496 Power Expander - WALL MOUNT STROBExxMEDICATES - DEVICE CNIOEIA SETThIG COOPER/WHEELOCK STR ' 4 SQ DEEP 2 7 -fry XX HORN/STROBE - WALL MOUNT xx - INDICATES DEVICE MBA smite COOPER/WHEELOCK HSR 4 SQ DEEP 4 14 M XX STROBE - CEILING )0( - NDICATES DEVICE CANDELA SETING COOPER/WHEELOCK STRC 4 SQ DEEP 16 18 AI xx ORN/STROBE - CEILING MOUNT COOPER/WHEELOCK HSRC 1 4 SQ DEEP 0 1 `' WP WEATHERPROOF STROBE COOPER/WHEELOCK RSSWP-2475W-FR WPSBB 0 1 ED 10" BELL COOPER/WHEELOCK MB -G10 -24-R WBB 0 3 1.850 WET WATER FLOW SWITCH EXISTING EXISTING Amps WF Amps 0 3 1.800 TAMPER SWITCH EXISTING EXISTING Total System Current Load: TS 0.190 Amps For 24 Hours = CM TOP OF BUILDING CEILING MOUNT DEVICE Total System Current Load: Amps 1.401 Amp -hours EOL END OF LINE DEVICE Alarm Current Load: 1.226 SCOPE OF WORK: 1) REPLACE THE EXISTING FIRE ALARM SYSTEM WITH A NEW FIRE ALARM SYSTEM TO INCLUDE IEA FIRE ALARM CONTROL PANEL, lEA AES COMMUNICATOR TRANSCEIVER, lEA BOOSTER POWER SUPPLY, lEA SMOKE DETECTOR, 6EA MONITOR MODULES, 4EA RELAY MODULES, 17EA MANUAL PULL STATIONS, 4EA STROBES, 18EA HORN/STROBES SPECIAL NOTES: 0 CLOUD DENOTES NEWLY ADDED DEVICE FOR THIS TENANT IMPROVEMENT, S19-1 S19-2 Shasta Tukwila Silent Knight 5495 BPS3 Shasta Tukwila Silent Knight 6808 Fire Alarm Control Panel Total Wire Length Amps Voltage Drop EOL Voltage Current Load Current Load: Current Load: S Standby: Alarm: FACP i 758 0.766 _ 1.852 18.548 !Device Type Device Type Device Type Quantity Amps Total Amps Total 0 0.000 0.000 20.400 BPS #1 S5 :Main System Board Main System Board Main System Board 1 0.170 0.170 0.365 0.365 STRC Ceiling Strobe 177cd SK -PHOTO -W Smoke Detector 1 0.0002 0 0002 0.045 0.045 HSRC Ceiling Horn Strobe 177cd SK -MONITOR Monitor Module 6 0.000375 0.002250 0.000375 0.002250 15495 Power Expander SK-PULLSA\DA Pull Station 17 0.000375 0.006375 0.000375 0.006375 HSRC Ceiling Hom Strobe 177cd SK -RELAY Relay Module 4 0.000255 0.001020 0.000255 0.001020 Total Panel Loads 5495 Power Expander 1 0.075 Amps 0 030 0.030 Total Panel Loads 5496 Power Expander 1 0.010 0.010 0.010 0.010 Standby Current Load: HSR Wail Hom/Strobe 75cd 1 For 24 Hours = 0.075 0.148 0.148 Amps STRC Ceiling Strobe 15cd 2 For 24 Hours = 0.960 0.061 0.122 Alarm Current Load: HSRC Ceiling Hom Strobe 30cd 1 Amps For 24 Hours = 0.102 0.102 Alam, Current Load: HSRC Ceiling Hom Strobe 115cd 2 For 5 Minutes= 0.207 0.197 0.394 1164 Alarm Current Load: 2.692 Amps For 5 Minutes_ = 0.226 1028 0.564 1.850 18.550 20% Derating= 0.190 Amps 1.226 Amps Amps For 24 Hours = 1.800 20% Derating= 2.431 Total System Current Load: Standby Current Load: 0.190 Amps For 24 Hours = 4.556 Amp -hours Total System Current Load: Amps 1.401 Amp -hours Battery Pair to be Used: Amp -hours Alarm Current Load: 1.226 Amps For 5 Minutes= 0.103 Amp -hours Amp -hours 7AH 2.647 Battery Pair to be Used: 12VDC Amp -hours 7AH 20% Derating= 5.591 Amp -hours Amp -hours Total System Current Load: Total System Current Load: 5.591 Amp -hours :Battery Pair to be Used: 12VDC . Battery Pair to be Used: (12VDC ( Amp -hours 7AH Shasta Tukwila Silent Knight 5495 BPS3 Distributed Power Module Battery Load Calculations I Circuit Total Wire Length Amps Voltage Drop EOL Voltage Current Load Current Load: Standby: S andby: Alarm: FACP i 758 0.766 _ 1.852 18.548 !Device Type Device Type Deice Type Qty Amps Total Amps Total 0 0.000 0.000 20.400 BPS #1 S5 :Main System Board Main System Board Main System Board 1 0.075 0.075 0.100 0.100 STRC Ceiling Strobe 177cd STR Wall Strobe 185cd 2 0.057 0.253 0.253 0.506 HSRC Ceiling Horn Strobe 177cd STRC Ceiling Strobe 177cd 4 0.085 0.282 0 253 1.012 15495 Power Expander HSRC Ceiling Hom Strobe 177cd 3 0.082 0.030 0.282 0.846 HSRC Ceiling Hom Strobe 177cd RSS WP -2475W -FR Weatherproof Strobe 1 0.102 0.282 0.138 0.138 Total Panel Loads MB -G10 -24-R BeII 1 0.075 Amps 0.090 0.090 Total Panel Loads 0.04 Amps Amp -hours Amps Standby Current Load: Total Panel Loads Amps For 24 Hours = 0.075 Amps 2.692 Amps 0.04 Amps For 24 Hours = 0.960 Amp -hours Amp -hours Alarm Current Load: Standby Current Load: 0.075 Amps For 24 Hours = 1.800 BPS #4 Alam, Current Load: 2.468 Amps For 5 Minutes= 0.207 Amp -hours Amp -hours 1164 Alarm Current Load: 2.692 Amps For 5 Minutes_ = 0.226 1028 0.564 1.850 18.550 20% Derating= 1.401 Amp -hours Amp -hours 0.075, Amps For 24 Hours = 1.800 20% Derating= 2.431 Total System Current Load: 2.551 Amp -hours (Alarm Current Load: Total System Current Load: Amps 1.401 Amp -hours Battery Pair to be Used: Amp -hours Total System Current Load: 7AH 2.431 Amp -hours !Battery Pair to be Used: 12VDC Amp -hours 7AH 2.647 Battery Pair to be Used: 12VDC Amp -hours 7AH 0.564 AMP EOL 18.550 EOL 177 VOLTAGE S18-1 S18-2 S18-3 NEW WORK THIS SUBMITTAL 0.846 AMP EOL 17.259 EOL 177 VOLTAGE 517-1 517-2 S17-3 S17-4 517-5 517-6 517-7 517-8 517-9 517-10 c r4 C at) C IMI C C 16 C 101 C 1611 C II�lI 15 30 30 15 15 30 15 30 S15-1 S15-3 S15-4 cr4 c 185 ' 177 S15-2 D YLs 185 S14-1 S14-2 C8 1.012 AMP EOL 17.863 EOL 177 VOLTAGE 0.228 AMP C EOL 20.151 EOL WP 75 VOLTAGE S13-1 S13-2 513-3 S13-4 513-5 C C 177 177 177 ' 177 S11-2 D 75 S11-3 S11-4 S11-5 S11-6 1.352 AMP EOL 16.786 EOL 177 VOLTAGE S11-8 D Y� 15 0.898 AMP EOL 18.246 EOL 30 VOLTAGE NEW WORK THIS SUBMITTAL S11-7 S11-9 S11-10 S11-11 511-12 C C BPS2 C C 15 15 15 15 15 15 15 510-1 S10-2 510-3 S10-4 510-5 S10-6 � C7 1.811 AMP C C 1111 C II�lI C -EOL 16.009 EOL 177 177 177 177 177 185 VOLTAGE S9-1 S9-2 S9-3 S9-4 S9-5 S9-6 c C C C 177 ' 177 177 177 177 ' 177 S7-1 S7-2 S7-3 S7-4 S7-5 NEW WORK THIS SUBMITTAL C C C 177 '177 177 '177 S9-7 S9-8 1.805 AMP C 'y C '' EOL 16.001 EOL 15 15 VOLTAGE 1.352 AMP EOL 16.217 EOL 177 VOLTAGE S6-1 S6-2 S6-3 S6-4 S6-5 C 177 177 Ii�U C C It�ll C 177 177 S5-1 S5-2 S5-3 S5-4 C C 177 177 177 1.323 AMP EOL 16.011 EOL 177 VOLTAGE 1.070 AMP EOL 16.973 EOL 177 VOLTAGE FACP SPRINKLER FACP WATER TRBL SUPV FIRE FLOW S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 C EOL EOL EOL EOL EOL EOL WET WET SYSTEM SYSTEM WET SYSTEM RISER DIAGRAM NTS 115 115 15 TO DEDICATED 120VAC 0.766 AMP EOL 18.548 EOL 15 75 VOLTAGE NEW WORK THIS SUBMITTAL 15 15 S11-14 Shasta Tukwila Silent Knight 5495 BPS1 Distributed Power Module Battery Load Calculations I Circuit Total Wire Length Amps Voltage Drop EOL Voltage Current Load Current Load: Standby: Standby: Alarm: 20.398 FACP S2 758 0.766 _ 1.852 18.548 !Device Type Device Type Qty Amps Total Amps Total S4 0 0.000 0.000 20.400 BPS #1 S5 :Main System Board Main System Board 1 0.075 0.075 0.100 0.100 (STR WaII Strobe 15cd STRC Ceiling Strobe 177cd 7 BPS #1 0.057 0.253 1.771 (STR Wall Strobe 30cd HSRC Ceiling Horn Strobe 177cd 7 S8 0.085 0.282 1.974 'HSR Wall Hom/Strobe 15cd 15495 Power Expander 1 764 0.082 0.030 0.030 ;HSR WaII Hom/Strobe 30cd HSRC Ceiling Hom Strobe 177cd 5 0.102 0.282 1.410 !HSR WaII Hom/Strobe 75cd Total Panel Loads 1.087 2.947 0.075 Amps 3.875 Amps Total Panel Loads 0.04 Amps Amp -hours Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 0.228 IHSRC Ceiling Hom Strobe 177cd Standby Current Load: 0.04 Amps For 24 Hours = 0.960 Amp -hours 15495 Power Expander Alarm Current Load: 3 875 Amps For 5 Minutes= 0.326 BPS #4 Alam, Current Load: 2.468 Amps For 5 Minutes= 0.207 Amp -hours Total Panel Loads 1164 0.846 0.075 20% Derating= 2.551 Amps 1028 0.564 1.850 18.550 20% Derating= 1.401 Amp -hours Standby Current Load: 0.075, Amps For 24 Hours = 1.800 Amp -hours Total System Current Load: 2.551 Amp -hours (Alarm Current Load: Total System Current Load: Amps 1.401 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Amp -hours CHANGES THIS SUBMITTAL Shasta Tukwila I Silent Knight 5496 BPS4 Distributed Power Module Battery Load Calculations I Circuit Total Wire Length Amps Voltage Drop EOL Voltage Current Load !Current Load: Standby: Standby: Alarm: 20.398 FACP S2 758 0.766 _ 1.852 18.548 !Device Type IDe‘.ice Type Qty Amps Total Amps Total S4 0 0.000 0.000 20.400 BPS #1 S5 :Main System Board 'Main System Board 1 0 04 0.04 0.160 0.160 (STR WaII Strobe 15cd STRC Ceiling Strobe 15cd 2 BPS #1 0.057 0.061 0.122 (STR Wall Strobe 30cd HSRC Ceding Hom Strobe 15cd 2 S8 0.085 0.082 0.164 'HSR Wall Hom/Strobe 15cd HSRC Ceiling Hom Strobe 30cd 6 764 0.082 0.102 0.612 ;HSR WaII Hom/Strobe 30cd HSRC Ceiling Hom Strobe 177cd 5 0.102 0.282 1.410 !HSR WaII Hom/Strobe 75cd 2 ` 1.087 2.947 0.148 0.296 ':HSR Wall Hom/Strobe 185cd Total Panel Loads 0.04 Amps 2.468 Amps 3 16.786 0.253 0.759 0.228 IHSRC Ceiling Hom Strobe 177cd Standby Current Load: 0.04 Amps For 24 Hours = 0.960 Amp -hours 15495 Power Expander 1 / I 0.030 0 030 BPS #4 Alam, Current Load: 2.468 Amps For 5 Minutes= 0.207 Amp -hours Total Panel Loads 1164 0.846 0.075 Amps 4.833 Amps 1028 0.564 1.850 18.550 20% Derating= 1.401 Amp -hours Standby Current Load: 0.075, Amps For 24 Hours = 1.800 ( Amp -hours (Alarm Current Load: Total System Current Load: Amps 1.401 Amp -hours Amp -hours !Battery Pair to be Used: 12VDC Amp -hours 7AH 2.647 1.087 AMP EOL 17.453 EOL 15 VOLTAGE Shasta Tukwila I Silent Knight 5495 BPS2 Distributed Power Module Battery Load Calculations Panel Circuit Total Wire Length Amps Voltage Drop EOL Voltage Current Load S1 Standby: Alarm: 0.002 20.398 FACP S2 758 0.766 _ 1.852 18.548 !Device Type Qty Amps Total Amps Total FACP S4 0 0.000 0.000 20.400 BPS #1 S5 :Main System Board 1 0.075 0.075 0.100 0.100 1040 (STR WaII Strobe 15cd 9 16.011 BPS #1 0.057 0.513 1.352 (STR Wall Strobe 30cd 1 I BPS #1 S8 0.085 0.085 0.002 'HSR Wall Hom/Strobe 15cd 5 S9 764 0.082 0.410 16.001 ;HSR WaII Hom/Strobe 30cd 1 . 0.102 0.102 BPS #2 !HSR WaII Hom/Strobe 75cd 2 ` 1.087 2.947 0.148 0.296 ':HSR Wall Hom/Strobe 185cd 1 0.282 0.282 838 ISTRC Ceding Strobe 177cd 3 16.786 0.253 0.759 0.228 IHSRC Ceiling Hom Strobe 177cd 8 BPS #3 S15 0.282 2.256 2.537 15495 Power Expander 1 / I 0.030 0 030 BPS #4 S17 752 0.898 _ 2.154 1 18.246 BPS #4 Total Panel Loads 1164 0.846 0.075 Amps 4.833 Amps 1028 0.564 1.850 18.550 BPS #4 Amp -hours 0 Standby Current Load: 0.075, Amps For 24 Hours = 1.800 ( Amp -hours (Alarm Current Load: 4.833 Amps For 5 Minutes= 0.406 Amp -hours 20% Derating= 2.647 Amp -hours Total System Current Load: 2.647 I :Battery Pair to be Used: 12VDC . Amp -hours 7AH Voltage Drop Chart Shasta Tukwila - Panel Circuit Total Wire Length Amps Voltage Drop EOL Voltage FACP S1 20 0.030 0.002 20.398 FACP S2 758 0.766 _ 1.852 18.548 FACP S3 0 0.000 0.000 I 20.400 - FACP S4 0 0.000 0.000 20.400 BPS #1 S5 1004 1.070 - 3.42716 973 BPS #1 S6 1040 1.323 4.389 16.011 BPS #1 S7 970 1.352 4.183 16 217 BPS #1 S8 20 0.030 0.002 20.398 BPS #2 S9 764 1.805 4.399 16.001 BPS #2 S11 850 1.087 2.947 17.453 BPS #3 S13 838 1.352 - 3.614 16.786 BPS #3 S14 342 0.228 0.249 20.151 BPS #3 S15 786 1.012 2.537 17.863 -11PS-# I iiee '.a I2 BPS #4 S17 752 0.898 _ 2.154 1 18.246 BPS #4 S18 1164 0.846 3.141 17.259 BPS #4 S19 1028 0.564 1.850 18.550 BPS #4 S20 0 0.000 0.000 20.400 CHANGES THIS SUBMITTAL SEQUENCE OF OPERATIONS MANUAL PULL STATION SMOKE DETECTION WET FLOW SWITCH WET TAMPER SWITCH SYSTEM TROUBLE ACTIVATION OF LOCAL ALARM AT FACP X X X = 14-2 FPLR ACTIVATE ALL AUDIBLE & VISIBLE DEVICES X X X 1 DICATLNG CKT LOOP E TRANSMIT ALARM SIGNAL TO CENTRAL STATION X X X = 18-2 X 2 FPLR TROUBLE/SUPV. INDICATION AT FACP G = 14-2 FPLR X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION 18-4 FPLR SBLIS CKT I X X WIRE LEGEND A = 18-2 FPLR ADDRESSABLE INITIATING CKT B = 18-2 X 2 FPLR ADDRESSABLE i I TIATING CKT LOOP C = 14-2 FPLR II DICATING CKT D = 14-2 X 2 FPLR 1 DICATLNG CKT LOOP E = 18-2 FPLR CONVENTIONAL INITL4TLNG CKT F = 18-2 X 2 FPLR CONVENTIONAL INITIATING CKT LOOP G = 14-2 FPLR 24VDC POWER CKT 11 = 18-4 FPLR SBLIS CKT I = J = 18-4 FPLR ANNUNCIATOR CKT K = 18-2 FPLR CONTROL CKT I L = 18-4 FPLR REMOTE TEST STATION CKT ACC lore., net e3 €§aa-` ❑ Without Comments lid As Noted in Red ❑ Per The Attached Letter -,e plans have been reviewed by The Tukwila Fire °noon Bureau for conformance with current City !cards. Acceptance is subject to errors and ,/sslons which do not authorize violations of adopted -.r,dards and ordinances. The responsibility for the ::quacy of design rests totally with the designer. 'd'.tions, deletions or reNislons to these drawings after ,s date w -'.i void this acceptance and will require a 'esubbmittai of revised drawings for subsequent approval. ;nal acceptance is subject to field test and inspection by r e Tukwila Fire Prevention Bureau. Date: )-0 By: Ao- • f ire Permit Number ' c) -[ -00)- To -tcp 3,cti.. COI! 206-575-4407 yeeameeeee- a;-*. ,may/ iritove4.061;61- 0-1 tom- Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 HOWARD E WILL$AMSON Jot Erypeeer, recn,..an Level NICET umk.mn Number 822A9 mrg spnnun e ALARM SYSTEM IMPROVEMENT SHASTA TUKWILA TENANT DESCRIPTION PROJ. MGR.: Andrew Earle DRAFTER: HE! FA -1 SHEET NO. 1 OF 2 A f M' S5-4 177 EOL AREA OF WORK S6-5 CM 177 EOL TO BPS#4 CKT#3 Li = 18-2 FPLR 1--, LI 1 I 18-2 X 2 FPLR flLI d F Li i nn HP 14-2 X 2 FPLR ! E 7 18-2 FPLR !7 F 1 18-2 X 2 FPLR 1 G ---,I Rfl III 1 II it I II I= SILENT KNIGHT SK–PULL–SA F J •" i ! J M' S5-4 177 EOL AREA OF WORK S6-5 CM 177 EOL TO BPS#4 CKT#3 18- 1 77 CM Z C TO BPS#1_— Li = 18-2 FPLR 1--, L___I = 18-2 X 2 FPLR ! T d i Li i = 14-2 X 2 FPLR ! E 7 18-2 FPLR !7 F 1 18-2 X 2 FPLR II G ---,I Rfl I 1 II 18-4 FPLR II I= SILENT KNIGHT SK–PULL–SA F J 1 18-4FPLR ANNUNCIATOR CKT K r r CONTROL CKT II I " , 18-4 FPLR REMOTE TEST STATION CKT XX 1 STR , 1i II__J. -� i 1 HSR II SM TROBEE– CEIIN DEVICE ANDELAG MOUNT SETTIM COOPER/WHEELOCK STRC " XX BORN/STROBE CEILING MOUNT COOPER/WHEELOCK HSRC ;, r ---r---1 I I�I ! Ill DO 1 I! _II I EXISTING II 1 WF » 1 ii C� EXISTING EXISTING TS L TOP OF BUILDING CEILING MOUNT DEVICE i' Li �_,i END OF LINE DEVICE I l i+ L____,L i t ''i 1 1 J—I l 1 , L 18- 1 77 CM Z C TO BPS#1_— Li = 18-2 FPLR 1--, L___I = 18-2 X 2 FPLR ! T I i I i = 14-2 X 2 FPLR ! E 7 18-2 FPLR !7 F 1 18-2 X 2 FPLR II G = 14-2 FPLR 1 II 18-4 FPLR II I= SILENT KNIGHT SK–PULL–SA F J 1 18-4FPLR ANNUNCIATOR CKT K r r CONTROL CKT 1 , 18-4 FPLR REMOTE TEST STATION CKT XX 1 STR � XX HORN poems D BE WALL MOUNT ING COOPER/WHEELOCK HSR i SM TROBEE– CEIIN DEVICE ANDELAG MOUNT SETTIM COOPER/WHEELOCK STRC " XX BORN/STROBE CEILING MOUNT COOPER/WHEELOCK HSRC l■ I ! RSSWP-2475W–FR DO 1 I! _II WET WATER FLOW SWITCH EXISTING 1 18- 1 77 CM Z C TO BPS#1_— ;^AREA OF WORK Ili Il +' I Iii II. ill EOL S7-5 177 L_ 1 T❑ BPS#1 TO BPS#4 CKT#3 CKT#2 EOL S13-5 177 EOL S15-4 177 11111111111111111111 "tit Ski 13 — 177 TO BPS#3/ CKT#1 f r;l ,il; I Ir �;1 11 11 I I = 18-2 FPLR ADDRESSABLE INITIATING CKT L___I = 18-2 X 2 FPLR ! T I i I i = 14-2 X 2 FPLR ! E .__I 18-2 FPLR CONVENTIONAL INITIATING CKT F = 18-2 X 2 FPLR II G = 14-2 FPLR 24VDC POWER CKT II = 18-4 FPLR 0 I= SILENT KNIGHT SK–PULL–SA F J I 18-4FPLR ANNUNCIATOR CKT K = 18-2 FPLR CONTROL CKT L , 18-4 FPLR REMOTE TEST STATION CKT XX 1 STR � XX HORN poems D BE WALL MOUNT ING COOPER/WHEELOCK HSR i SM TROBEE– CEIIN DEVICE ANDELAG MOUNT SETTIM COOPER/WHEELOCK STRC " XX BORN/STROBE CEILING MOUNT COOPER/WHEELOCK HSRC l■ WEATHERPROOF STROBE COOPER/WHEELOCK RSSWP-2475W–FR DO 10" BELL I! MB–G10-24–R WET WATER FLOW SWITCH EXISTING 1 WF » 1 TAMPER SWITCH EXISTING EXISTING TS CM TOP OF BUILDING CEILING MOUNT DEVICE �_,i END OF LINE DEVICE i t 1 l 1 , II �! i 1 I l i L_Juu I i- 1 1 r -,rum I �I '� I ! 11 1 CM I LII, L CM ;^AREA OF WORK Ili Il +' I Iii II. ill EOL S7-5 177 L_ 1 T❑ BPS#1 TO BPS#4 CKT#3 CKT#2 EOL S13-5 177 EOL S15-4 177 11111111111111111111 "tit Ski 13 — 177 TO BPS#3/ CKT#1 f r;l ,il; I Ir �;1 11 11 I I = 18-2 FPLR ADDRESSABLE INITIATING CKT I = 18-2 X 2 FPLR ADDRESSABLE INITIATING CKT LOOP T = i_____ DN TO 1ST FL QC LAB S9-8 S9-7 15 I.C. off ice TO FACP WIRE LEGEND A = 18-2 FPLR ADDRESSABLE INITIATING CKT i.B = 18-2 X 2 FPLR ADDRESSABLE INITIATING CKT LOOP C = 14-2 FPLR INDICATING CKT D = 14-2 X 2 FPLR INDICATING CKT LOOP E = 18-2 FPLR CONVENTIONAL INITIATING CKT F = 18-2 X 2 FPLR CONVENTIONAL INITIATING CKT LOOP G = 14-2 FPLR 24VDC POWER CKT II = 18-4 FPLR SBUS CKT I= SILENT KNIGHT SK–PULL–SA F J = 18-4FPLR ANNUNCIATOR CKT K = 18-2 FPLR CONTROL CKT L = 18-4 FPLR REMOTE TEST STATION CKT FIRE ALARM LEGEND SYMBOL DESCRIPTION MANUFACTURER PART # ADDRESSABLE FIRE ALARM CONTROL PANEL SILENT KNIGHT 6808 FACP FIRE SUBSCRIBER TRANSCEIVER AES 7707P-88–ULP–M AES BOOSTER POWER SUPPLY, BPS#1, BPS#2, BPS#3 SILENT KNIGHT 5495 BPSx INTELLIGENT BOOSTER POWER SUPPLY, BPS#4 SILENT KNIGHT 5496 BPSx O ADDRESSABLE SMOKE DETECTOR SILENT KNIGHT SK–PHOTO–W W/B300-6 BASE ADDRESSABLE MANUAL PULL STATION SILENT KNIGHT SK–PULL–SA F ADDRESSABLE INPUT MODULE SILENT KNIGHT SK–MONITOR MON ADDRESSABLE RELAY MODULE SILENT KNIGHT SK–RELAY R XX SvTR TEs– WALL MOUNT COOPER/WHEELOCK STR � XX HORN poems D BE WALL MOUNT ING COOPER/WHEELOCK HSR -( XX SM TROBEE– CEIIN DEVICE ANDELAG MOUNT SETTIM COOPER/WHEELOCK STRC " XX BORN/STROBE CEILING MOUNT COOPER/WHEELOCK HSRC )( WP WEATHERPROOF STROBE COOPER/WHEELOCK RSSWP-2475W–FR DO 10" BELL COOPER/WHEELOCK MB–G10-24–R WET WATER FLOW SWITCH EXISTING EXISTING WF TAMPER SWITCH EXISTING EXISTING TS CM TOP OF BUILDING CEILING MOUNT DEVICE EOL END OF LINE DEVICE 2ND FLOOR Drci Pit S9-1 177 ,AREA OF WORK r1T DN FROM 2ND FL QC OFFICE S9-7 To S11-2 Horn/Strobe Above in Conference Room on Second Floor Out and Back. S11-6 FI 30 n n I S14-1 .• S9-8 15 EOL 00 E fI GA Lab. S2-4 30 ° AREA OF WORK T ❑ BPS# UP TO MEZZ S17-9 AREA OF WORK S17-6 30 ' Sugar Tank % sugar ' Tank EOL S2-6 75 Hot Water H -- Rased Wel IPA Pal,lk-i""lrafgra' 161 mon F.;vrJr; Balchrg Area EXTENT OF NUJ, A2L+& FULL NEIGE' VA_LS THIS AF =A .13 11111111111 AREA OF WORK CO2 Tank . 1• seer Lm. N. -.ed I,1l11llil: EXTENT eO • OPEN RAILING NEE iAN' ME ABO VE AREA OF WORK AREA OF WORK EXISTING AREA OF WORK r Cooi;r:q Towe Ii 111111 SoNiN bax 1 Futuro New CooUng Tower Suger Tan. Tr..ti'uwm WET SPRINKLER SYSTEMS A A A ATER FLOW FACP FIRE PRINK SUPV ACP TRBL TO BPS#4 CKT # 1 AREA OF WORK S17-2 30 I' DN TO 1ST FL S17-8 Temp Watey,system on Trailer (needs to/he no loaaer than 46') ! EXISTING LEI Parts (Above Break/Bath/Locker Rooms) 2ND FLOOR _LANINE ABOVE OA LAB FULL HEIGHT WALLS IN T✓✓IS AREA 111111,111111,1i1111 A MEZZANINE ABOVE MAINTENANCE AREA OF WORK FIRE ALARM FLOOR PLAN NNW C EOL S17-10 30 TO FACP MEZZANINE ABOVE GA LAB AREA OF WORK 1 i " fonferencei . Room i 1 S11-2 11 75 !11 DN TO 1ST FL 1.1 JB❑X 11 OUT AND BACK S11-14 15 EOL AREA OF WORK II Office `, 1 2ND FLOOR I S14-2 75 EOL TO BPS#3 CKT#2 Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 NOW ARD E AILLIAM SON soNN Enr-.•nry s,H,;:, 1r.+1N MCET C..kat. Numb.. mu IMPROVEMENT ILA TENANT SHASTA TU DESCRIPTION 44 CIN ti PROJ. MGR.: Andrew Earle DRAFTER: HEW FA -2 SHEET NO. 20F2