Loading...
HomeMy WebLinkAboutPP - 12400 EAST MARGINAL WAY SOUTH - KING COUNTY METRO TRANSIT - PERMITS AND PLANS12400 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 19-S-240 900-319 19-S-210 889-196 19-S-208 D18-0259 7c) . c2 o r44W%t CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Submittal Address: 6300 Southcenter Blvd, Suite 209, Tu SITE LOCATION Date application accepted: wila WAe9 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Site Address: 12400 E MARGINAL WAY S Tenant Name: KC TRANSIT MAINTENANCE Property Owner's Name: KING COUNTY TRANSIT **PLEASE PRINT** PAID (3 2019 JRE King Co. Assessor's Tax No.: 7340600480 Suite Number: Floor: New Tenant? ❑ - Yes ❑X - No Mailing Address: 12400 EAST MARGINAL WAY S CONTACT PERSON -if there are questions about the submittal. Name: Angie Voelpel Company Name: Emerald Fire LLC TUKWILA City WA 98168 State Zip Day Telephone: 2 5 3- 8 5 7- 2 0 5 6 Mailing Address: 11021 Cramer Rd KPN Giq Harbor WA 98329 City State Zip Fax Number: 253-857-2312 E-mail Address: angiev@emeraldf irellc . com Total number of new/relocated devices or sprinkler heads: 240 Valuation of Project (contractor's bid price): $ 51987.00 Scope of Work (please provide detailed information): ADDING 240 SPRINKLER HEADS WITH ALL WORK PER NFPA 13 2016 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: Angie Voelpel Plan Permit App.doc Date: 10/8/19 Day Telephone: 2 5 3- 8 5 7- 2 0 5 6 1/2/13 TFD FP Form 8 4,011 44 CITY OF TUKWILA -vitt FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Submittal Address: 6300 Southcenter Blvd, Suite 209, Date application accepted: PAH) '�Z01 9 WA 98TWR E4I FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: 7340600480 Site Address: 12400 E MARGINAL WAY S Tenant Name: KC TRANSIT OPS Suite Number: Property Owner's Name: KING COUNTY TRANSIT Floor: New Tenant? 1=1- Yes ❑X - No Mailing Address: 12400 EAST MARGINAL WAY S TUKWILA City CONTACT PERSON -if there are questions about the submittal. Name: Angie Voelpel Day Telephone: 253-857-2056 Company Name: Emerald Fire LLC WA 98168 State Zip Mailing Address: 11021 Cramer Rd KPN Gig Harbor City E-mail Address: angiev@emeraldf irellc . com Total number of new/relocated devices or sprinkler heads: 564 WA 98329 State Zip Fax Number: 253-857-2312 Valuation of Project (contractor's bid price): $ 104077 . Scope of Work (please provide detailed information): ADDING 564 SPRINKLER HEADS WITH ALL WORK PER NF PA 13 2016 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: Signat Print Name: Angie Voelpel Plan Permit App.doc Date: 10/8/19 Day Telephone: 253-857-2056 1/2/13 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** I /-2 c,-19 King Co. Assessor's Tax No.: 7340600480 Site Address: 12400 E Marginal Way S, Tukwila, WA 98168 Suite Number: Floor: Tenant Name: South Base Expansion Property Owner's Name: King County New Tenant? ❑ - Yes ®- No Mailing Address: 12400 E Marginal Way S, Tukwila, WA 98168 CONTACT PERSON -if there are questions about the submittal. Name: Jay Kolbe Day Telephone: 253-840-9900 Company Name: Red Hawk Fire Protection 801 Valley Avenue NW, Suite D, Puyallup, WA 98371 City State Zip Mailing Address: a k re City State Zip E-mail Address: J Y @ dhawkfp.com Fax Number: /� Contractor's City of Tukwila NICET III number: 0 Z- \ 4 H vi y L Business License number: BUS -0997549 Total number of new/relocated devices or sprinkler heads: 1188 Valuation of Project (contractor's bid price): $ 39,800.00 Scope of Work (please provide detailed information): Adding 4 new upright sprinklers for 2 new rooms. Replacing existing upright sprinklers throughout entire garage with new sprinklers matching response and K -Factor. 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: Plan Permit App.doc Date: Day Telephone: 253-840-9900 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: King County Transit Maintenance 12400 East Marginal Way S Permit No.: 19-S-210 Date: November 8, 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 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Stairways to be sprinklered per NFPA 13 Section 9.3.4 • 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. • Each floor of a multi -story building shall have electrically supervised control valves and waterflow switches. • Provide an electrically supervised control valve for the elevator pit sprinkler head. • 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. • Weld stamps shall be inspected on the ground, before pipe is hung. • The main drain to be plumbed to sanitary sewer. • Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. • A fire department connection (FDC) is required. The FDC shall have a 30 degree down bend with a 5 -inch Storz fitting and Knox locking Storz cap. • The height of the FDC shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection , be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from vehicular damage. • The FDC shall be within 50 ft. of a fire hydrant and be unobstructed from fire apparatus access. • Post Indicator Valves (PIV's) shall be electrically supervised, shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of apparatus access. • 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: Permit No.: Date: Reviewer: King County Transit OPS 12400 East Marginal Way S 19-S-208 November 8, 2019 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • A trip test will be required. • Weld stamps shall be inspected on the ground, before the pipe is hung. • 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: King County South Base Expansion 12400 East Marginal Way S Permit No.: 19-S-240 Date: December 12, 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. Section 18.5.5. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions. Section 18.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' off the end of the line. Section 18.5.6. • Provide lateral and longitudinal bracing for changes in pipe direction per section 18.5.7. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement. Section 18.6. • Restraints for branch lines shall be at intervals per table 18.6.4 (a)(b) and section 18.6, and restrain sprig ups greater than 4'. Section 18.6.6. • Comply with ASCE 7-05. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Weld stamps shall be inspected on the ground, before pipe is hung. • 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. J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit _ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 206-575-4407 Project: Keil -r° ClAtlerCi Sprinklers: Type of Inspection: Hood & Duct: , Monitor: Address: Suite #: / Cia �i �!/4 iiire Contact Person: Occupancy Type: Special Instructions: \ i 7 Phone No.: ee6 — VdraP Approved per applicable codes. Corrections required prior to approval. COMMENTS: are, A-\.>?-dqci. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: , Monitor: ( Pre -Fire: Permits: I Occupancy Type: Inspector: I\ Date: f 4/ ) Hrs.: ( V'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 9/23/2019 U.S. Seismic Design Maps OSHPD KC Transit Ops Bldg Group Health Operations Center, 12400 E Marginal Way S, Tukwila, WA 98168, USA Latitude, Longitude: 47.49219859999999, -122.2837528 cn •0 Sabey Data Centers - Intergate.Seattle 9 Google Date 9/23/2019, 11:50:37 AM Design Code Reference Document ASCE7-10 Risk Category 11 Site Class 'Type Value Description Ss 1.506 MCER ground motion. (for 0.2 second period) S1 0.565 MCER ground motion. (for 1.0s period) SMS 1.506 Site -modified spectral acceleration value SM1 0.848 Site -modified spectral acceleration value SDS 1.004 Numeric seismic design value at 0.2 second SA SD1 0.565 Numeric seismic design value at 1.0 second SA 9 Bailey Sales & Associates El Polio Real Allentown Superette Tukwila ail Co unity Center Y Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.627 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.627 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.506 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.606 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.542 Factored deterministic acceleration value. (0.2 second) S1RT 0.565 Probabilistic risk -targeted ground motion. (1.0 second) Si UH 0.613 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 1.234 Factored deterministic acceleration value. (1.0 second) PGAd 1.346 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.938 Mapped value of the risk coefficient at short periods D - Stiff Soil Map data ©2019 Google 1 https://seismicmaps.org 1/3 9/23/2019 U.S. Seismic Design Maps Type Value Description CR1 0.921 Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 2/3 9/23/2019 U.S. Seismic Design Maps 2.0 1.5 rn • 1.0 0.5 0.0 0 MCER Response Spectrum 1.5 1.0 0.5 0.0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 6 0 2 4 Period, T (sec) — Sa(g) 6 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://seismicmaps.org 3/3 TOLBraceTM Seismic Calculations Emerald Fire Project Address: KC Ops Bldg 11021 Cramer Rd KPN Gig Harbor, WA 98329 F.T•N 12400 E Marginal Way S 2538572056 s Worldaade Tukwila, WA EMERAFL980MR Job # 219108 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0° (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 1001 Clamp 1200 lbs (544 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1970 lbs (894 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of 115% any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Total Adjusted Load of all pipe within Zone of Influence UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. : 1 UNIVERSAL SWAY BRACE Force Factor (Cp) 0.7012 ATTACHMENT STEEL PIPE Other Requirements - FM Approved Loads Fastener Information Fastener Orientationyp NFPAT e E Maximum Load 560 lbs (254 kg): Diameter 1/2in. f * J Length 3-1/2in. TOLCO FIG. 1001. FAST CLAMP t4 Type Through-Bolt A I Brace Identification on Plans Worst Case Lateral Orientation of Brace Lateral Size and Type of Pipe * Total Length I Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 20ft (6.1 m) 111 lbs (50 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 105ft (32 m) 224 lbs (102 kg) Percentage added for Fittings and Sprinklers 115% 50 lbs (22.68 kg) Total Adjusted Load of all pipe within Zone of Influence 385 lbs (175 kg) {TOLBraceTM Version 8) Use of TOLBracen" is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations KC Ops Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Lateral NFPA Type E 3" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/tin. Summary of Pipe within Zone of Influence E:T•N FtwiwQBusinessNbrid ide 3" Sch.10 Steel Pipe (76.2 mm) 20ft (6.1 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 105ft (32 m) G -Factor Used 0.7012 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 385 lbs (175 kg) 1310 lbs (594 kg) 560 lbs (254 kg) 1200 lbs (544 kg) 1970 lbs (894 kg) Wood Beam Calculations prepared by Austin Dooley * 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 TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: KC Ops Bldg Emerald Fire 11021 Cramer Rd KPN Gig Harbor, WA 98329 11.1•N 2538572056 11Buar+saa� EMERAFL980MR on 2016 NFPA Pamphlet #13 12400 E Marginal Way S Tukwila, WA Job # 219108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 48' 0" (14.63 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) *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" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 450 Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL BRACE ATTACHMENT STEEL TOLCO FIG. 4L CLAMP FOR SWAY BRACING ,'- ( t -- FIG. I Detail 980 SWAY 0• L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.7012 , PIPE i� Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type E Maximum Load 560 lbs(254 kg)PIPE ----0 ! —t ______11 Diameter 1 /tin. Length 3-1/2in. Type Through -Bolt I Brace Identification on Plans Worst Case Longitduinal Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 148ft (14.6 m) 1267 lbs (121 kg) Percentage added for Fittings and Sprinklers 115% 40 lbs (18.15 kg) Total Adjusted Load of all pipe within Zone of Influence 307 lbs (139 kg) {TOLBraceTM Version 8} Use of TOLBraceT"' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations KC Ops Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Longitduinal NFPA Type E 3" Sch.10 Steel Pipe 48' 0" (14.63 m) Longitudinal 1" Sch.40 7'0"(2.13 m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence E:'[•N Pawing Business Nbrildwdde 3" Sch.10 Steel Pipe (76.2 mm) 148ft (14.6 m) G -Factor Used 0.7012 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 307 lbs (139 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 560 lbs (254 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Wood Beam Calculations prepared by Austin Dooley * 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 4 -Way Vertical Riser Brace FIG.4A(4L)/980 WALL STRUCTURE CEO FIG. 4V4A SWAY BRACE ATTACHMENT FIG, 980 UPPER BRACE ATTACHMENT Powering Business Worldwide 3!lf11)f H1S 11VN Hydraulic Overview Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name. KC OPS BLDG MODULAR Phone 253-377-6988 FAX Address 1 12400 E MARGINAL WAY S TUKWILA, WA StateCerbficaboNlicense Number EMERAFL980MR Address 2 AHJ L&I Address 3 Job Site/Building System Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Most Demanding Sprinkler Data 5.6 K -Factor 18.00 at 10.332 Hose Streams 250.00 Coverage Per Sprinkler 120ft2 Number Of Sprinklers Calculated 24 System Pressure Demand 81.926 System Hoer Demand 491.07 Total Demand 741.07 © 81.926 Pressure Result +42.728 (34.3%) Supplies Check Point Gauges Node Name Flow(goml Hose Flow(gom) Static(osil Residual(osil Jdentifier Pressure(osil K-Factor(K) Flow(gpm) 1 Water Supply 3800.00 250.00 130.000 20.000 BOR 66.581 60.18 491.07 �' 0 l r�5j< < .N • . ...., } • 'LA. • i1 in —'2J' , 211 KC OPS BLDG FP PLAN 9-9-19 Water Supply at Node 1 (3800.00, 0.00, 130,000, 20.000) 150 ,, 135 • r l • r.I g: .. ;i_, i. 120 tatic Pressure 130.000 105 • `.r _•• ° r ! • .. a 90 E 75 491.07 741.07 @ with 81.926 hose streams m in lE 60 a. 45 demand . •30 1 rA05°92503°0°3750 ystem curve 15 0.00 @ 20.000 0 t fl11111111111111111111111111 1111 111111111 111111111 111111111 111111111 45°° 5250 6000 6750 7500 Water flow, gpm r . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:15AM Page 1 IHydraulic Summary II Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name KC OPS BLDG MODULAR State Certification/License Number EMERAFL980MR Address 1 12400 E MARGINAL WAY S TUKWILA, WA AHJ L&I Address 2 Job Site/Building Address 3 Drawing Name KC OPS BLDG FP PLAN 9-9-19 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 18.00 at 10.332 Occupancy Ordinary Group I Job Suffix BLDG 1.3 CRAWL SPACE Hose Allowance At Source 250.00 Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Additional Hose Supplies Node Flow(oom) Number Of Sprinklers Calculated 24 Coverage Per Sprinkler 120ft2 AutoPeak Results Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 491.07 Total Water Required (Including HoseAllowance) 741.07 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 18.88 between nodes 492 and 114 Maximum Velocity Under Ground 11.26 between nodes 1 and 5 Volume capacity of Wet Pipes 327.15gal Volume capacity of Dry Pipes 459.94ga1 Supplies Node Name Hose Flow (gpm) Static (psi) Residual„...„Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 130.000 20.000 3800.00 124.654 741.07 81.926 42.728 Contractor Contractor Number Contact Name contadrne Name of Contractor Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site 6+y ©M.E.P.CAD, Inc. JAutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:17AM Page 2 Hydraulic Graph Job Number: 219108 - BLDG 1.3 CRAWL SPACE 150 Water Supply at Node 1 1%cl.rvrl vcal.1 IIJLlVI I. VIUIIICIIy VIVUP 1 135 'Static 120 Pressure 130.000 105 90 311, 'a _ 75 1.07@81.926 741.07 with t hose streams _ a) - a - 60 jSystem 30 demand curve _ 1 _ 15 800.00 @ 20 000 0 :fi111111 111111111 111111 1 1 1 1 11 1 1 1 1 1 1_ 1 1 1 1 1 1 1 I 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 1500 2250 3000 3750 4500 5250 6000 Water flow, gpm 6750 7500 Hydraulic Graph Water Supply at Node 1 Static Pressure 130.000 Residual Pressure 20.000 @ 3800.00 Available Pressure at Time of Test 124.654 @ 741.07 System Deman 81.926 @ 491.07 System Deman (Including Hose Allowance at Source) 81.926 @ 741.07 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 • 10/2/2019 7:30:19AM Page 3 Hydraulic Graph 1 Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Grouq I M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:19AM Page 4 BOR 150 135 Static Pressure 130.000 120 105 90 .N n 75 1n 0 a 491.07 741.07 @ 66.581 with hose streams 60 45 System demand curve 30 _ .00@20000 15 11 111111111 111111111 _1111 1 1 1 1 II 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 L1 1 1 1 1 t_ 1 t 1 1 t f( 1 f 1 1 0-1WJ11111111limn 0,50 1500 2250 3000 3750 4500 5250 Water flow, gpm 6000 6750 7500 Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available Pressure at lime of Test N/A System Demand 66.581 @ 491.07 System Demand (Including Hae Allowance at Source) 66.581 @ N/A M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:19AM Page 4 Node Analysis Job Number: 219108 - BLDG 1.3 CRAWL SPACE • Node Elevation(Foot) Fittings Pressure(psi) ., Discharge(gpm) 245 -0'-8% PO(3'-7) 12.321 254 -0'-8 PO(3'-7) 13.014 255 -0'-8 PO(3'-7) 11.535 256 -0'-8 PO(3'-7) 11.109 257 -0'-8 PO(3'-7) 11.734 266 -0'-7%2 PO(3'-7) 12.824 267 -0'-7% PO(3'-7) 11.363 268 -0'-7Y2 PO(3'-7) 10.942 269 -0'-7% PO(3'-7) 11.558 492 9'-7 fT(16'-0) 53.660 524 2'-0 T(16'-0), Tr(6'-9'/2) 62.164 1 -4'-10 S 81.926 491.07 940 -0'-6 Spr(-19.455) 19.455 24.70 941 -0'-6 Spr(-18.446) 18.446 24.05 942 -0'-6Y2 Spr(-17.807) 17.807 23.63 943 -0'-61/2 Spr(-17.604) 17.604 23.50 950 -0'-6 Spr(-15.987) 15.987 22.39 951 -0'-6 Spr(-15.250) 15.250 21.87 952 -0'-6 Spr(-14.694) 14.694 21.47 953 -0'-6Y2 Spr(-14.467) 14.467 21.30 962 -0'-9 Spr(-14.208) 14.208 21.11 963 -0'-9 Spr(-13.653) 13.653 20.69 964 -0'-9 Spr(-13.156) 13.156 20.31 965 -0'-9 Spr(-12.820) 12.820 20.05 974 -0'-8Y2 Spr(-12.909) 12.909 20.12 975 4-81/2 Spr(-11.442) 11.442 18.94 977 -0'-8'/2 Spr(-11.021) 11.021 18.59 978 -0'-8Y2 Spr(-11.640) 11.640 19.11 988 -0'-8 Spr(-12.298) 12.298 19.64 989 -0'-8 Spr(-10.894) 10.894 18.48 990 -0'-8 Spr(-10.491) 10.491 18.14 991 -0'-8 Spr(-11.083) 11.083 18.64 1002 -0'-7Y2 Spr(-12.117) 12.117 19.49 1003 -0'-7% Spr(-10.731) 10.731 18.34 1004 -0'-7Y2 Spr(-10.332) 10.332 18.00 1005 -0'-7'/2 Spr(-10.916) 10.916 18.50 5 2'-0 LtE(10'-0'/2), BOR 66.581 114 -0'-10 PO(7-0'/2) 26.309 116 -0'-10 PO(7'-0'/2) 24.853 117 -0'-10 PO(7'-0'/2) 23.977 118 -0'-10 PO(7'-0'/2) 23.828 144 -0'-10 P0(3'-7) 19.155 147 -0'-10 P0(3'-7) 21.172 148 -0'-10 P0(3'-7) 20.088 149 -0'-10 P0(3'-7) 19.372 174 -0'-9Y2 PO(3'-7) 17.416 176 -0'-9'/2 PO(3'-7) 16.624 178 -0'-9% PO(3'-7) 16.026 179 -0'-9Y2 PO(3'-7) 15.738 198 -0'-9 PO(3'-7) 15.026 199 -0'-9 PO(3'-7) 14.442 200 -0'-9 PO(3'-7) 13.918 201 -0'-9 PO(3'-7) 13.565 242 -0'-8'/2 PO(3'-7) 13.659 243 -0'-8% PO(3'-7) 12.113 244 -0'-8% PO(3'-7) 11.668 .t.F'.GAU, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:21AM Page 5 Hydraulic Analysis 1 Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings aio Route 1 AO 1.0490 18.00 6.68 100 0.150043 0'-6 Pf 0.610 1004 4-71/2 18.00 5.6 10.332 Sprinkler, 3'-7 Pe 268 -0'-7% 10.942 PO(3.-7) 4'-1 Pv BL 1.6820 18.00 2.60 100 0.015053 9'-11 Pf 0.149 268 -0'-7% 10.942 Pe 0.019 256 -0'-8 11.109 9'-11 Pv BL 1.6820 36.14 5.22 100 0.054651 9'-11 Pf 0.541 256 -0'-8 18.14 11.109 Flow (q) from Route 2 Pe 0.018 244 -0'-8'% 11.668 9'-11 Pv BL 1.6820 54.73 7.90 100 0.117777 11'-11 Pf 2.232 244 -0'-8% 18.59 11.668 Flow (q) from Route 6 7'-0% Pe 0.018 200 -0'-9 13.918 4LtE(1'-9) 18'-11Y2 Pv BL 1.6820 75.04 10.84 100 0.211182 9'-11 Pf 2.090 200 -0'-9 20.31 13.918 Flow (q) from Route 14 Pe 0.018 178 -0'-91/2 16.026 9'-11 Pv BL 1.6820 96.51 13.93 100 0.336354 9'-11 Pf 3.329 178 -0'-91/2 21.47 16.026 Flow (q) from Route 18 Pe 0.018 149 -0'-10 19.372 9'-11 Pv BL 1.6820 120.14 17.35 100 0.504396 2'-1 Pf 4.601 149 -0'-10 23.63 19.372 Flow (q) from Route 22 7'-01/2 Pe 0.004 117 -0'-10 23.977 PO(7'-0'h) 9'-11/2 Pv CM 3.2600 241.24 9.27 100 0.072993 12'-0 Pf 0.876 117 -0'-10 121.10 23.977 Flow (q) from Route 5 Pe 116 -0'-10 24.853 12'-0 Pv CM 3.2600 363.62 13.98 100 0.155942 9'-4 Pf 1.455 116 -0'-10 122.38 24.853 Flow (q) from Route 3 Pe 114 -0'-10 26.309 9'-4 Pv CM 3.2600 491.07 18.88 100 0.271884 77'41/2 Pf 31.866 114 -0'-10 127.45 26.309 Flow (q) from Route 10 39'-10 Pe -4.515 492 9'-7 53.660 fT(13'-0), 4E(6'-81/2) 117'-21/2 Pv CM 4.2600 491.07 11.05 100 0.073880 8'-7 Pf 5.220 492 9'-7 53.660 66-9 Pe 3.284 524 2'-0 62.164 fT(16'-0), DPV(9'-4%), BV(15'-9 75'41/2 Pv Y), PO(16-91/2), Tr(6'-9Y2) DY 4.2200 491.07 11.26 140 0.041509 0'-0 Pf 4.417 524 2'-0 62.164 10'-01/2 Pe 5 2'-0 66.581 BFP(-4.000), LtE(10'-0Y2), BOR 10'-01/2 Pv UG 4.2200 491.07 11.26 140 0.041509 228'-1 Pf 12.383 5 2'-0 66.581 70'-3 Pe 2.962 1 -4'-10 81.926 4E(16-81/2), PIV(3'-4), S 298'-4 Pv 250.00 Hose Allowance At Source 1 741.07 ap Route 2 AO 1.0490 18.14 6.73 100 0.152179 0'-6 Pf 0.619 990 -0'-8 18.14 5.6 10.491 Sprinkler, 3'-7 Pe 256 -0'-8 11.109 PO(3'-7) 4'-1 Pv v Route 3 AO 1.0490 18.34 6.81 100 0.155400 0'-6 Pf 0.632 1003 -0'-7% 18.34 5.6 10.731 Sprinkler, 3'-7 Pe 267 -0'-714 11.363 PO(3'-7) 4'-1 Pv BL 1.6820 18.34 2.65 100 0.015590 9'-11 Pf 0.154 267 -0'-71/2 11.363 Pe 0.018 255 -0'-8 11.535 9'-11 Pv BL 1.6820 36.83 5.32 100 0.056598 9'-11 Pf 0.560 255 -0'-8 18.48 11.535 Flow (q) from Route 4 Pe 0.018 243 -0'-8'/2 12.113 9'-11 Pv BL 1.6820 55.77 8.05 100 0.121962 11'-11 Pf 2.312 243 -0'-8'/2 18.94 12.113 Flow (q) from Route 8 7'-014 Pe 0.018 199 -0'-9 14.442 4LtE(1'-9) 18'-111/2 Pv BL 1.6820 76.46 11.04 100 0.218652 9'-11 Pf 2.164 199 -0'-9 20.69 14.442 Flow (q) from Route 15 Pe 0.018 176 -0'-9'/2 16.624 9'-11 Pv BL 1.6820 98.33 14.20 100 0.348220 9'-11 Pf 3.446 176 -0'-91/2 21.87 16.624 Flow (q) from Route 19 Pe 0.018 148 -0'-10 20.088 9'-11 Pv (t4� ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:23AM Page 6 1 1119 Hydraulic Analysis 1 Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.6820 122.38 17.67 100 0.521981 2'-1 7'-01/2 9'-11/2 Pf 4.762 Pe 0.004 Pv 148 -0'-10 24.05 20.088 Flow (q) from Route 23 116 -0'-10 24.853 PO(7'-01/2) go Route 4 AO 1.0490 18.48 6.86 100 0.157586 0'-6 3'-7 4'-1 Pf 0.641 Pe Pv 989 -0'-8 18.48 5.6 10.894 Sprinkler, 255 -0'-8 11.535 PO(3'-7) v Route 5 AO 1.0490 18.50 6.87 100 0.157883 0'-6 3'-7 4'-1 Pf 0.642 Pe Pv 1005 -0'-71/2 18.50 5.6 10.916 Sprinkler, 269 -0'-71/2 11.558 P0(3'-7) BL 1.6820 18.50 2.67 100 0.015839 9'-11 9'-11 Pf 0.157 Pe 0.019 Pv 269 -0'-7% 11.558 257 -0'-8 11.734 BL 1.6820 37.15 5.36 100 0.057503 9'-11 9'-11 Pf 0.569 Pe 0.018 Pv 257 -0'-8 18.64 11.734 Flow (q) from Route 7 245 -0'-81/2 12.321 BL 1.6820 56.25 8.12 100 0.123910 9'-11 9'-11 Pf 1.226 Pe 0.018 Pv 245 -0'-81/2 19.11 12.321 Flow (q) from Route 9 201 -0'-9 13.565 BL 1.6820 76.30 11.02 100 0.217799 9'-11 9'-11 Pf 2.155 Pe 0.018 Pv 201 -0'-9 20.05 13.565 Flow (q) from Route 12 179-0'-9% 15.738 BL 1.6820 97.60 14.09 100 0.343447 9'-11 9'-11 Pf 3.399 Pe 0.018 Pv 179 -0'-91/2 21.30 15.738 Flow (q) from Route 17 144 -0'-10 19.155 BL 1.6820 121.10 17.49 100 0.511878 2'-1 7'-01/2 9'-11/2 Pf 4.669 Pe 0.004 Pv 144 -0'-10 23.50 19.155 Flow (q) from Route 21 118 -0'-10 23.828 PO(7'-01/2) CM 3.2600 121.10 4.65 100 0.020397 7'-4 7'-4 Pf 0.150 Pe Pv 118 -0'-10 23.828 117 -0'-10 23.977 w Route 6 AO 1.0490 18.59 6.90 100 0.159275 0'-6 3'-7 4'-1 Pf 0.647 Pe Pv 977 -0'-81/2 18.59 5.6 11.021 Sprinkler, 244 -0'-81/2 11.668 PO(3'-7) GO Route 7 AO 1.0490 18.64 6.92 100 0.160109 0'-6 3'-7 4'-1 Pf 0.651 Pe Pv 991 -0'-8 18.64 5.6 11.083 Sprinkler, 257 -0'-8 11.734 PO(3'-7) ao Route 8 AO 1.0490 18.94 7.03 100 0.164908 0'-6 3'-7 4'-1 Pf 0.670 Pe Pv 975 -0'-81/2 18.94 5.6 11.442 Sprinkler, 243 -0'-81/2 12.113 PO(3'-7) v Route 9 AO 1.0490 19.11 7.09 100 0.167535 0'-6 3'-7 4'-1 Pf 0.681 Pe Pv 978 -0'-81/2 19.11 5.6 11.640 Sprinkler, 245 -0'-81/2 12.321 PO(3'-7) w Route 10 AO 1.0490 19.49 7.24 100 0.173878 0'-6 3'-7 4'-1 Pf 0.707 Pe Pv 1002 -0'-71/2 19.49 5.6 12.117 Sprinkler, 266 -0'-71/2 12.824 PO(3'-7) BL 1.6820 19.49 2.81 100 0.017444 9'-11 9'-11 Pf 0.173 Pe 0.018 Pv 266 -0'-71/2 12.824 254 -0'-8 13.014 BL 1.6820 39.13 5.65 100 0.063319 9'-11 9'-11 Pf 0.627 Pe 0.018 Pv 254 -0'-8 19.64 13.014 Flow (q) from Route 11 242 -0'-81/2 13.659 BL 1.6820 59.25 8.56 100 0.136415 9'-11 9'-11 Pf 1.350 Pe 0.018 Pv 242 -0'-81/2 20.12 13.659 Flow (q) from Route 13 198 -0'-9 15.026 BL 1.6820 80.36 11.60 100 0.239710 9'-11 9'-11 Pf 2.372 Pe 0.018 Pv 198 -0'-9 21.11 15.026 Flow (q) from Route 16 174 -0'-91/2 17.416 BL 1.6820 102.75 14.84 100 0.377718 9'-11 9'-11 Pf 3.738 Pe 0.018 Pv 174-0'-9Y2 22.39 17.416 Flow (q) from Route 20 147 -0'-10 21.172 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:23AM Page 7 Hydraulic Analysis Job Number: 219108 - BLDG 1.3 CRAWL SPACE • Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings Eq. Length Total Length BL 1.6820 127.45 18.40 100 0.562667 2'-1 Pf 5.133 Pe 0.004 Pv 147 -0'-10 24.70 21.172 114 -0'-10 26.309 Flow (q) from Route 24 P0(7'-0'/2) 7'-01/2 9'-1'/2 or Route 11 AO 1.0490 19.64 7.29 100 0.176276 0'-6 Pf 0.717 Pe Pv 988 -0'-8 19.64 5.6 12.298 254 -0'-8 13.014 Sprinkler, PO(3'-7) 3'-7 4'-1 aip Route 12 AO 1.0490 20.05 7.44 100 0.183193 0'-6 Pf 0.745 Pe Pv 965 -0'-9 20.05 5.6 12.820 201 -0'-9 13.565 Sprinkler, PO(3'-7) 3'-7 4'-1 a. Route 13 AO 1.0490 20.12 7.47 100 0.184370 0'-6 Pf 0.749 Pe Pv 974 -0'-8% 20.12 5.6 12.909 242 -0'-8% 13.659 Sprinkler, PO(3'-7) 3'-7 4'-1 ® Route 14 AO 1.0490 20.31 7.54 100 0.187623 0'-6 3'-7 4'-1 Pf 0.763 Pe Pv 964 -0'-9 20.31 5.6 13.156 200 -0'-9 13.918 Sprinkler, PO(3'-7) Route 15 AO 1.0490 20.69 7.68 100 0.194177 0'-6 3'-7 4'-1 Pf 0.789 Pe Pv 963 -0'-9 20.69 5.6 13.653 199 -0'-9 14.442 Sprinkler, PO(3'-7) Go Route 16 AO 1.0490 21.11 7.84 100 0.201460 0'-6 3'-7 4'-1 Pf 0.819 Pe Pv 962 -0'-9 21.11 5.6 14.208 198 -0'-9 15.026 Sprinkler, PO(3'-7) o Route 17 SP 1.0490 21.30 7.91 100 0.204858 0'-9 5'-0 5-81/2 Pf 1.172 Pe 0.099 Pv 953 -0'-6'/2 21.30 5.6 14.467 179 -0'-91/2 15.738 Sprinkler, E(1'-5), PO(3'-7) v Route 18 SP 1.0490 21.47 7.97 100 0.207837 0'-91/2 5'-0 5'-9'/2 Pf 1.203 Pe 0.129 Pv 952 -0'-6 21.47 5.6 14.694 178 -0'-9% 16.026 Sprinkler, E(1-5), PO(3'-7) GO Route 19 SP 1.0490 21.87 8.12 100 0.215102 0'-9'/2 5-0 5'-9% Pf 1.245 Pe 0.129 Pv 951 -0'-6 21.87 5.6 15.250 176 -0'-9% 16.624 Sprinkler, E(1'-5), PO(3'-7) Q. Route 20 SP 1.0490 22.39 8.31 100 0.224698 0'-9'/2 5'-0 5'-91/2 Pf 1.301 Pe 0.129 Pv 950 -0'-6 22.39 5.6 15.987 174 -0'-91/2 17.416 Sprinkler, E(1'-5), PO(3'-7) es Route 21 SP 1.0490 23.50 8.72 100 0.245642 0'-9'/2 5-0 5'-9% Pf 1.422 Pe 0.129 Pv 943 -0'-6'/2 23.50 5.6 17.604 144 -0'-10 19.155 Sprinkler, E(1'-5), PO(3'-7) v Route 22 SP 1.0490 23.63 8.77 100 0.248257 0'-9'/2 5'-0 5'-91/2 Pf 1.437 Pe 0.129 Pv 942 -0'-6'h 23.63 5.6 17.807 149 -0'-10 19.372 Sprinkler, E(1'-5), PO(3'-7) Gil Route 23 SP 1.0490 24.05 8.93 100 0.256492 0'-10 5-0 5'-10 Pf 1.495 Pe 0.147 Pv 941 -0'-6 24.05 5.6 18.446 148 -0'-10 20.088 Sprinkler, E(1'-5), PO(3'-7) ea Route 24 SP 1.0490 24.70 9.17 100 0.269441 0'-10 5'-0 5-10 Pf 1.571 Pe 0.147 Pv 940 -0'-6 24.70 5.6 19.455 147 -0'-10 21.172 Sprinkler, E(1'-5), PO(3'-7) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier I Actual Inside Diameter 4.87 Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:30:23AM Page 8 Hydraulic Analysis 1 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: 219108 - BLDG 1.3 CRAWL SPACE Report Description: Ordinary Group I Velocity HWC Friction Loss K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. JAutoSPRINK 2018 v44.2.12.0 10/2/2019 7:30:23AM Page 9 g6,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:44AM Page 1 / M draulic Overview IJob Number: 219108 - BLDG 1.3 Report Description: Ordinary Group Job Job Number 219108 Design Engneer MIKE HALLENGREN Job Name. KC OPS BLDG MODULAR Phone 253-377-6988 FAX Address 1 12400 E MARGINAL WAY S TUKWILA, WA StateCerbficabon/License Number - EMERAFL980MR Address 2 AHJ L&I Address 3 Job Site/Buildng — System ....._. Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2034ft2) Most Demanding Sprinkler Data 5.6 K-Factor 19.50 at 12.125 Hose Streams — 250.00 Coverage Per Sprinkler 130ft2 Number Of Sprinlders Calculated — 31 System Pressure Demand 98.090 System Flow Demand 725.53 Total Demand 975.53 @ 98.090 Pressure Result +23.020 (19.0%) Supplies Cbeik Point Gauges Node Name Flow(goml Hose Flow(goml Static(osil Residual(psi) Identifier Pressure(osf K-Factor(K) Flow(gom) 1 Water Supply 3800.00 250.00 130.000 20.000 BOR 69.634 86.95 725.53 r to `�/r .` ,� i KC PPS Bt. 7G FP PLAN 9-9-19 Water Supply at Node t (3809.00,11:00;'139;000, 20.000) 3 1 eu.. a *lir' g6,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:44AM Page 1 M.E.P.CAD, Inc. illAutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:47AM Page 2 Hydraulic Summary 1 Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name: KC OPS BLDG MODULAR StateCertificationgicense Number EMERAFL980MR Address 1 12400 E MARGINAL WAY S TUKWILA, WA AHJ L&I Address 2 Job Site/Building Address 3 Dravnng Name KC OPS BLDG FP PLAN 9-9-19 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix BLDG 1.3 Hose Allowance At Source 250.00 Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2034ft2) Additional Hose Supplies Node Flow(apm) Number Of Sprinklers Calculated 31 Coverage Per Sprinkler 130ft2 AutoPeak Results. Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 98.090 Right: 98.090 Total Hose Streams 250.00 System Flow Demand 725.53 Total Water Regrored (Inducting Hose Allowance) 975.53 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.56 between nodes 705 and 782 Maximum Velocity Under Ground 16.64 between nodes 1 and 5 Volume capably of Wet Pipes 326.62ga1 Volume capacity of Dry Pipes 460.44ga1 Supplies_ ` Node Name Hose Flow (Pm) Static (psi) Residual,,Flow (psi) ' (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 130.000 20.000 1 3800.00 121.110 _ 975.53 98.090 23.020 Contractor Contractor Number Contact Name Contact lige Name of Contractor Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site M.E.P.CAD, Inc. illAutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:47AM Page 2 Hydraulic Graph Job Number: 219108 - BLDG 1.3 Report Description: © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:48AM Page 3 Water Supply at Node 1 150 135 Static Pressure 130.000 120 105 725.53 Os 975.53 98.090 with hose streams - - 90 75 - g S a 60 45 ystem demand curve .. 30 15 .00 @ 20.000 it 11111111 111111111 111111111 1 1 1 1 11 111 _11 LJ 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1_ _1 1. 1 1 1 1 1 1 1 1 1 1 1_1 1 1 1 I 0 0750 1500 2250 3000 3750 4500 5250 Water flow, gpm 6000 6750 7500 Hydraulic Graph Water Supply at Node 1 Static: Pressure 130.000 Residual Pressure 20.000 @ 3800.00 Available Pressure at Time of Test 121.110 @ 975.53 System Deman 98.090 @ 725.53 System Demand (including Mas Mower. at Source) 98.090 @ 975.53 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:48AM Page 3 11 f Hydraulic GraphIIIJob Number: 219108 - BLDG 1.3 Report Description: Ordinary Group 1 BOR 4 CIA Pressure, psi I„,,,,,,,I„ii,,,,,I,,,,,,,,,I,„,„„I,,,.„1,,,,,,,,,1„„„,i,I,,,,,,,„1,,,,111„1„„„„11 Static Pressure 130.000 725.53 975.53 @ 69 with 634 hose streams I. ystem demand curve .00@20.000 ml IIIIIIILII1111111 I III 11111 11 I I I I L1J 111J III 1 1 1 1 1 1 1 11_ 1 1 1 1 L1 1 1 1 1 1 1 1 1 1 1 I_ 111111111 v 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available Pressure at Time of Test N/A System Demand 69.634 @ 725.53 System Demand (Including Hose Aaosance M Source) 69.634 @ N/A ©M.E.P.CAD, Inc. illAutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:48AM Page 4 1f Node Analysis 1 Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-10 S 98.090 725.53 1058 8'-0 Spr(-22.707), fd(24'-0) 22.707 26.68 1061 8'-0 Spr(-19.547), fd(24'-0) 19.547 24.76 _ 1067 8'-0 Spr(-23.729), fd(24'-0) 23.729 27.28 1068 8'-0 Spr(-20.509), fd(24'-0) 20.509 25.36 1076 8'-0 Spr(-18.575), fd(24'-0) 18.575 24.14 1078 8'-0 Spr(-20.783), fd(24'-0) 20.783 25.53 1080 8'-0 Spr(-19.250), fd(24'-0) 19.250 24.57 1081 8'-0 Spr(-19.600), fd(24'-0) 19.600 24.79 1088 8'-0 Spr(-17.248), fd(24'-0) 17.248 23.26 1091 8'-0 Spr(-18.728), fd(24'-0) 18.728 24.23 1099 8'-0 Spr(-16.288), fd(24'-0) 16.288 22.60 _ 1102 8'-0 Spr(-16.686), fd(24'-0) 16.686 22.88 1103 8'-0 Spr(-13.639), fd(24'-0) 13.639 20.68 1104 8'-0 Spr(-15.451), fd(24'-0) 15.451 22.01 1231 8'-0 Spr(-21.827), fd(24'-0) 21.827 26.16 1232 8'-0 Spr(-13.126), fd(24'-0) 13.126 20.29 1233 8'-0 Spr(-12.125), fd(24'-0) 12.125 19.50 1234 8'-0 Sprk 18.783), fd(24'-0) 18.783 24.27 1241 8'-0 Spr(-22.017), fd(24'-0) 22.017 26.28 1242 8'-0 Spr(-13.521), fd(24'-0) 13.521 20.59 1243 8'-0 Spr(-13.577), fd(24'-0) 13.577 20.63 1244 8'-0 Spr(-18.94 j, fd(24'-0) 18.948 24.38 1253 8'-0 Spr(-15.396), fd(24'-0) 15.396 21.97 1254 8'-0 Spr(-15.545), fd(24'-0) 15.545 22.08 _ 1267 8'-0 Spr(-18.760), fd(24'-0) 18.760 24.25 1279 8'-0 Spr(16.930), fd(24'-0) 16.930 23.04 1280 8'-0 Spr(-18.924), fd(24'-0) 18.924 24.36 1281 8'-0 Spr(-17.033), fd(24'-0) 17.033 23.11 1289 8'-0 Spr(-14.072), fd(24'-0) 14.072 21.01 1 1290 8'-0 Spr(-15.711), fd(24'-0) 15.711 22.20 1295 8'-0 Spr(-16.336), fd(24'-0) 16.336 22.63 5 2'-0 LtE(10'-0'/2), BOR 69.634 512 9'-10'% PO(5'-0) 16.184 514 9'-10 P0(5'-0) 27.228 515 9'-11 P0(5'-0) 23.353 524 2'-0 T(16-0), Tr(6'-9%) 64.776 539 9'-101/2 P0(3'-7) 16.191 590 9'-9'% PO(5'-0) 28.357 _ 594 9'-101/2 P0(5'-0) 24.334 622 9'-10'/2 P0(5'-0) 16.694 624 9'-10 P0(5'-0) 27.478 625 9'-10% P0(5'-0) 23.569 628 9'-101,4 P0(5'-0) 16.765 643 9'-10'/2 P0(5'-0) 25.556 664 9'-10 P0(5'-0) 19.086 667 9'-10 P0(5'-0) 19.276 677 9'-91/2 P0(7'-0'/2) 32.916 705 9'-10 PO(7'-0'/2) . 30.516 708 9'-10 P0(18'-9%) 30.297 712 9'-91/2 P0(5'-0) 29.653 724 9'-91/2 P0(3'-7) 25.768 747 9'-10 P0(5'-0) 23.976 750 9'-10 PO(5'-0) 24.428 762 9'-10 P0(5'-0) 21.434 _ 764 9'-10'/2 P0(5'-0) 23.546 782 9'-10 P0(5'-0) 23.358 786 9'-10 P0(5'-0) 23.318 791 9'-11 P0(3'-7) 22.736 824 9'-10 P0(3'-7) 23.133 837 9'-10'/2 P0(5'-0) 25.906 840 9'-10% P0(5'-0) 19.138 (�/ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:51AM Page 5 Node Analysis Job Number: 219108 - BLDG 1.3 . Report D Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 849 9'-101/2 P0(3'-7) 19.173 862 9'-10'/2 P0(3'-7) 23.607 867 9'-10 P0(3'-7) 23.679 906 9'-10'/2 P0(3'-7) 19.800 908 9'-10'/2 P0(5'-0) 19.475 915 9'-11 P0(3'-7) 22.748 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:51AM Paae 6 1 Hydraulic Analysis Job Number: 219108 - BLDG 1.3 Resort Description: Ordinary GrouD I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 AO 1.0490 19.50 7.24 100 6.173991 0'-6 Pf 4.883 1233 8'-0 19.50 5.6 12.125 Sprinkler, 27-7 Pe -0.817 539 9'-1012 16.191 PO(3'-7), fd(24'-0) 28'-1 Pv BL 1.6820 39.79 5.75 100 0.065300 7'-7 Pf 0.496 539 9'-1012 20.29 16.191 Flow (q) from Route 2 Pe 0.007 622 9'-1014 16.694 7'-7 Pv BL 1.6820 60.38 8.72 100 0.141261 0'-6 Pf 0.071 622 9'-1014 20.59 16.694 Flow (q) from Route 3 Pe 0.000 628 9'-10Y2 16.765 0'-6 Pv BL 1.6820 81.01 11.70 100 0.243335 9'-6 Pf 2.312 628 9'-10% 20.63 16.765 Flow (q) from Route 4 Pe 0.009 664 9'-10 19.086 9'-6 Pv BL 1.6820 102.99 14.87 100 0.379327 0'-6 Pf 0.189 664 9'-10 21.97 19.086 Flow (q) from Route 7 Pe 0.000 667 9'-10 19.276 0'-6 Pv BL 1.6820 125.07 18.06 100 0.543343 7'-6 Pf 4.075 667 9'-10 22.08 19.276 Flow (q) from Route 9 Pe 0.007 782 9'-10 23.358 7'-6 Pv BL 1.6820 149.32 21.56 100 0.754205 2'-5 Pf 7.156 782 9'-10 24.25 23.358 Flow (q) from Route 19 7-012 Pe 0.002 705 9'-10 30.516 PO(7'-0'/2) 9'-6 Pv CM 4.2600 500.05 11.26 100 0.076399 17'-7 Pf 2.384 705 9'-10 133.72 + 217.00 30.516 Flow (q) from Route 5 and 11 13'-7 Pe 0.016 677 9'-912 32.916 2fE(6'-912) 31'-212 Pv CM 4.2600 725.53 16.33 100 0.152099 95'-714 Pf 28.483 677 9'-912 119.08 + 106.40 32.916 Flow (q) from Route 13 and 28 96'-4% Pe 3.377 524 2'-0 64.776 2fT(16'-0), 2EE(6'-912), DPV(9'-4 192'-0 Pv 'h), BV(15'-912), PO(18'-91), Tr( 6'-912) DY 4.2200 725.53 16.64 140 0.085456 0'-0 Pf 4.858 524 2'-0 64.776 10'-012 Pe 5 2'-0 69.634 BFP(-4.000), LtE(10'-01/2), BOR 10'-012 Pv UG 4.2200 725.53 16.64 140 0.085456 228'-1 Pf 25.494 5 2'-0 69.634 70'-3 Pe 2.962 1 -4'-10 98.090 4E(16'-812), PIV(3'-4), S 298'-4 Pv 50.00 Hose Allowance At Source 1 975.53 o Route 2 DY 1.0490 20.29 7.53 120 0.133624 0'-0 Pf 3.875 1232 8'-0 20.29 5.6 13.126 Sprinkler, 29'-0 Pe -0.817 512 9'-10% 16.184 PO(5'-0), fd(24'-0) 29'-0 Pv BL 1.6820 20.29 2.93 100 0.018783 0'-5 Pf 0.008 512 9'-1014 16.184 Pe -0.000 539 9'-1012 16.191 0'-5 Pv ® Route 3 DY 1.0490 20.59 7.64 120 0.137345 0'-0 Pf 3.983 1242 8'-0 20.59 5.6 13.521 Sprinkler, 29'-0 Pe -0.810 622 9'-10Y2 16.694 PO(5'-0), fd(24'-0) 29'-0 Pv w Route 4 DY 1.0490 20.63 7.66 120 0.137866 0'-0 Pf 3.998 1243 8'-0 20.63 5.6 13.577 Sprinkler, 29'-0 Pe -0.809 628 9'-10% 16.765 PO(5'-0), fd(24'-0) 29'-0 Pv v Route 5 SP 1.0490 20.68 7.68 100 6.193986 3'-9 Pf 6.351 1103 8'-0 20.68 5.6 13.639 Sprinkler, 29'-0 Pe -0.817 849 9'-1014 19.173 E(1'-5), PO(3'-7), fd(24'-0) 32'-9 Pv BL 1.6820 42.69 6.16 100 0.074393 4'-0 Pf 0.298 849 9'-1012 22.01 19.173 Flow (q) from Route 8 Pe 0.005 908 9'-1012 19.475 4'-0 Pv BL 1.6820 64.89 9.37 100 0.161398 2'-0 Pf 0.323 908 9'-1012 22.20 19.475 Flow (q) from Route 10 Pe 0.002 906 9'-1012 19.800 2'-0 Pv BL 1.6820 85.90 12.40 100 0.271164 6'-0 Pf 1.627 906 9'-1012 21.01 19.800 Flow (q) from Route 6 Pe 0.007 762 9'-10 21.434 6'-0 Pv (AA, © M. E. P.CAD, Inc. Ea AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:53AM Page 7 11 Hydraulic Analysis ` Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group 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 1.6820 109.16 15.76 100 0.422422 6-0 6'-0 Pf 2.535 Pe 0.007 Pv 762 9'-10 23.26 21.434 Flow (q) from Route 16 747 9'-10 23.976 BL 1.6820 133.72 19.31 100 0.614975 3'-7 7'-0'/2 10'-71/2 Pf 6.536 Pe 0.004 Pv 747 9'-10 24.57 23.976 Flow (q) from Route 23 705 9'-10 30.516 PO(7'-01/2) fiiii Route 6 SP 1.0490 21.01 7.83 100 0.199686 3'-9 29'-0 32'-9 Pf 6.538 Pe -0.810 Pv 1289 8'-0 21.01 5.6 14.072 Sprinkler, 906 9'-10'/2 19.800 E(1'-5), PO(3'-7), fd(24'-0) w Route 7 DY 1.0490 21.97 8.16 120 0.154869 0'-0 29'-0 29'-0 Pf 4.491 Pe -0.801 Pv 1253 8'-0 21.97 5.6 15.396 Sprinkler, 664 9'-10 19.086 PO(5'-0), fd(24'-0) o Route 8 DY 1.0490 22.01 8.17 120 0.155386 0'-0 29'-0 29'-0 Pf 4.506 Pe -0.819 Pv 1104 8'-0 22.01 5.6 15.451 Sprinkler, 840 9'-10'/2 19.138 PO(5'-0), fd(24'-0) BL 1.6820 22.01 3.18 100 0.021842 1'-6 1'-6 Pf 0.033 Pe 0.002 Pv 840 9'-10'/2 19.138 849 9'-10'/2 19.173 ® Route 9 DY 1.0490 22.08 8.20 120 0.156257 0'-0 29'-0 29'-0 Pf 4.531 Pe -0.800 Pv 1254 8'-0 22.08 5.6 15.545 Sprinkler, 667 9'-10 19.276 PO(5'-0), fd(24'-0) GI Route 10 DY 1.0490 22.20 8.24 120 0.157804 0'-0 29'-0 29'-0 Pf 4.576 Pe -0.812 Pv 1290 8'-0 22.20 5.6 15.711 Sprinkler, 908 9'-101/2 19.475 PO(5'-0), fd(24'-0) GI Route 11 SP 1.0490 22.60 8.39 100 0.228606 2'-10 29'-0 31'-10 Pf 7.274 Pe -0.826 Pv 1099 8'-0 22.60 5.6 16.288 Sprinkler, 791 9'-11 22.736 E(1'-5), PO(3'-7), fd(24'-0) BL 1.6820 22.60 3.26 100 0.022935 0'-6 0'-6 Pf 0.011 Pe 0.001 Pv 791 9'-11 22.736 915 9'-11 22.748 BL 1.6820 45.23 6.53 100 0.082793 9'-6 9'-6 Pf 0.787 Pe 0.011 Pv 915 9'-11 22.63 22.748 Flow (q) from Route 12 764 9'-10% 23.546 BL 1.6820 69.60 10.05 100 0.183716 0'-4 0'-4 Pf 0.061 Pe 0.000 Pv 764 9'-10% 24.36 23.546 Flow (q) from Route 21 862 9'-10'/2 23.607 BL 1.6820 92.71 13.39 100 0.312271 7'-4 7'-4 Pf 2.290 Pe 0.009 Pv 862 9'-101/2 23.11 23.607 Flow (q) from Route 15 837 9'-10'/2 25.906 BL 1.6820 118.24 17.07 100 0.489737 1'-11 7'-0'/2 8'-11V2 Pf 4.389 Pe 0.002 Pv 837 9'-10% 25.53 25.906 Flow (q) from Route 27 708 9'-10 30.297 PO(7'-0%) CM 4.2600 217.00 4.88 100 0.016307 12'-9 12'-9 Pf 0.208 Pe 0.012 Pv 708 9'-10 98.77 30.297 Flow (q) from Route 20 705 9'-10 30.516 Gil Route 12 SP 1.0490 22.63 8.40 100 0.229235 2'-7 29'-0 31'-7 Pf 7.237 Pe -0.826 Pv 1295. 8'-0 22.63 5.6 16.336 Sprinkler, 915 9'-11 22.748 E(1'-5), PO(3'-7), fd(24'-0) Route 13 SP 1.0490 22.88 8.49 100 0.233772 2'-0 29'-0 31'-0 Pf 7.248 Pe -0.801 Pv 1102 8'-0 22.88 5.6 16.686 Sprinkler, 824 9'-10 23.133 E(1'-5), PO(3'-7), fd(24'-0) BL 1.6820 22.88 3.30 100 0.023453 7'-7 7'-7 Pf 0.178 Pe 0.007 Pv 824 9'-10 23.133 786 9'-10 23.318 BL 1.6820 47.11 6.80 100 0.089253 4'-0 4'-0 Pf 0.357 Pe 0.004 Pv 786 9'-10 24.23 23.318 Flow (q) from Route 18 867 9'-10 23.679 BL 1.6820 70.15 10.13 100 0.186438 4'-0 4'-0 Pf 0.746 Pe 0.004 Pv 867 9'-10 23.04 23.679 Flow (q) from Route 14 750 9'-10 24.428 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:53AM Page 8 11 9 �1� l Hydraulic AnalysisII Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group I , Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.6820 94.94 13.71 100 0.326345 4'-1 4'-1 Pf 1.336 Pe 0.004 Pv 750 9'-10 24.79 24.428 Flow (q) from Route 25 724 9'-9'/2 25.768 BL 1.6820 119.08 17.19 100 0.496204 7'4 7-0'/2 14'41/2 Pf 7.141 Pe 0.007 Pv 724 9'-9'/2 24.14 25.768 Flow (q) from Route 17 677 9'-9'/2 32.916 PO(7'-0'/2) v Route 14 SP 1.0490 23.04 8.55 100 0.236927 2'-10 29'-0 31'-10 Pf 7.539 Pe -0.790 Pv 1279 8'-0 23.04 5.6 16.930 Sprinkler, 867 9'-10 23.679 E(1'-5), PO(3'-7), fd(24'-0) GO Route 15 SP 1.0490 23.11 8.58 100 0.238261 2'-0 29'-0 31'-0 Pf 7.388 Pe -0.814 Pv 1281 8'-0 23.11 5.6 17.033 Sprinkler, 862 9'-101/2 23.607 E(1'-5), PO(3'-7), fd(24'-0) v Route 16 DY 1.0490 23.26 8.63 120 0.172034 0'-0 29'-0 29'-0 Pf 4.989 Pe -0.803 Pv 1088 8'-0 23.26 5.6 17.248 Sprinkler, 762 9'-10 21.434 PO(5'-0), fd(24'-0) ® Route 17 SP 1.0490 24.14 8.96 100 0.258149 1'-11 29'-0 30'-10'% Pf 7.975 Pe -0.782 Pv 1076 8'-0 24.14 5.6 18.575 Sprinkler, 724 9'-91/2 25.768 E(1'-5), PO(3'-7), fd(24'-0) w Route 18 DY 1.0490 24.23 9.00 120 0.185644 0'-0 29'-0 29'-0 Pf 5.384 Pe -0.794 Pv 1091 8'-0 24.23 5.6 18.728 Sprinkler, 786 9'-10 23.318 PO(5'-0), fd(24'-0) w Route 19 DY 1.0490 24.25 9.00 120 0.185933 0'-0 29'-0 29'-0 Pf 5.392 Pe -0.794 Pv 1267 8'-0 24.25 5.6 18.760 Sprinkler, 782 9'-10 23.358 PO(5'-0), fd(24'-0) so Route 20 DY 1.0490 24.27 9.01 120 0.186147 0'-0 29'-0 29'-0 Pf 5.398 Pe -0.829 Pv 1234 8'-0 24.27 5.6 18.783 Sprinkler, 515 9'-11 23.353 PO(5'-0), fd(24'-0) BL 1.6820 24.27 3.50 100 0.026166 8'-0 8'-0 Pf 0.209 Pe 0.007 Pv 515 9'-11 23.353 625 9'-10% 23.569 BL 1.6820 48.65 7.02 100 0.094714 8'-0 8'-0 Pf 0.758 Pe 0.007 Pv 625 9'-101/2 24.38 23.569 Flow (q) from Route 22 594 9'-10% 24.334 BL 1.6820 73.41 10.60 100 0.202751 6-0 6-0 Pf 1.217 Pe 0.005 Pv 594 9'-10'/2 24.76 24.334 Flow (q) from Route 24 643 9'-10'/2 25.556 BL 1.6820 98.77 14.26 100 0.351067 6-5 7'-0'/2 13'-6 Pf 4.735 Pe 0.006 Pv 643 9'-10% 25.36 25.556 Flow (q) from Route 26 708 9'-10 30.297 PO(7'-0'/2) is Route 21 DY 1.0490 24.36 9.04 120 0.187442 0'-0 29'-0 29'-0 Pf 5.436 Pe -0.814 Pv 1280 8'-0 24.36 5.6 18.924 Sprinkler, 764 9'-10'/2 23.546 PO(5'-0), fd(24'-0) GD Route 22 DY 1.0490 24.38 9.05 120 0.187662 0'-0 29'-0 29'-0 Pf 5.442 Pe -0.821 Pv 1244 8'-0 24.38 5.6 18.948 Sprinkler, 625 9'-10'% 23.569 PO(5'-0), fd(24'-0) GO Route 23 DY 1.0490 24.57 9.12 120 0.190421 0'-0 29'-0 29'-0 Pf 5.522 Pe -0.796 Pv 1080 8'-0 24.57 5.6 19.250 Sprinkler, 747 9'-10 23.976 PO(5'-0), fd(24'-0) o Route 24 DY 1.0490 24.76 9.19 120 0.193142 0'-0 29'-0 29'-0 Pf 5.601 Pe -0.814 Pv 1061 8'-0 24.76 5.6 19.547 Sprinkler, 594 9'-10'/2 24.334 PO(5'-0), fd(24'-0) w Route 25 DY 1.0490 24.79 9.20 120 0.193620 0'-0 29'-0 29'-0 Pf 5.615 Pe -0.786 Pv 1081 8'-0 24.79 5.6 19.600 Sprinkler, 750 9'-10 24.428 PO(5'-0), fd(24'-0) GO Route 26 (�q © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:53AM Page 9 111 Hydraulic Analysis 1 Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings DY 1.0490 25.36 9.41 120 0.201918 0'-0 29'-0 29'-0 Pf 5.856 Pe -0.809 Pv 1068 8'-0 25.36 5.6 643 9'-10Y2 20.509 25.556 Sprinkler, PO(5'-0), fd(24'-0) aii Route 27 DY 1.0490 25.53 9.48 120 0.204414 0'-0 29'-0 29'-0 Pf 5.928 Pe -0.805 Pv 1078 8'-0 25.53 5.6 837 9'-10Y2 20.783 25.906 Sprinkler, PO(5'-0), fd(24'-0) w Route 28 DY 1.0490 26.16 9.71 120 0.213888 0'-0 29'-0 29'-0 Pf 6.203 Pe -0.801 Pv 1231 8'-0 26.16 5.6 514 9'-10 21.827 27.228 Sprinkler, PO(5'-0), fd(24'-0) BL 1.6820 26.16 3.78 100 0.030066 8'-0 8'-0 Pf 0.241 Pe 0.009 Pv 514 9'-10 624 9'-10 27.228 27.478 BL 1.6820 52.44 7.57 100 0.108825 8'-0 8'-0 Pf 0.871 Pe 0.009 Pv 624 9'-10 26.28 590 9'-9% 27.478 28.357 Flow (q) from Route 29 BL 1.6820 79.12 11.42 100 0.232935 5'-6'/2 5'-6% Pf 1.290 Pe 0.006 Pv 590 9'-9'/2 26.68 712 9'-9'/2 28.357 29.653 Flow (q) from Route 30 BL 1.6820 106.40 15.36 100 6.402929 1'-0'% 7'-0% 8'-1 Pf 3.262 Pe 0.001 Pv 712 9'-9% 27.28 677 9'-9'% 29.653 32.916 Flow (q) from Route 31 PO(7'-0Y2) OD Route 29 DY 1.0490 26.28 9.75 120 0.215614 0'-0 29'-0 29'-0 Pf 6.253 Pe -0.792 Pv 1241 8'-0 26.28 5.6 624 9'-10 22.017 27.478 Sprinkler, PO(5'-0), fd(24'-0) ® Route 30 DY 1.0490 26.68 9.91 120 0.221853 0'-0 29'-0 29'-0 Pf 6.434 Pe -0.783 Pv 1058 8'-0 26.68 5.6 590 9'-9% 22.707 28.357 Sprinkler, PO(5'-0), fd(24'-0) w Route 31 DY 1.0490 27.28 10.13 120 0.231076 0'-0 29'-0 29'-0 Pf 6.701 Pe -0.777 Pv 1067 8'-0 27.28 5.6 712 9'-9% 23.729 29.653 Sprinkler, PO(5'-0), fd(24'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120•only) • C Value Multiplier Actual Inside Diameter 4.87 =Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter 6A, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:53AM Page 10 Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Job Number: 219108 - BLDG 1.3 Report Description: Ordinary Group Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run -CV Check Valve DeIV Deluge Valve ;DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 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 Relief Valve IPRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap g& ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 8:48:53AM Page 11 9/23/2019 U.S. Seismic Design Maps OSHPD KC Transit Ops Bldg Group Health Operations Center, 12400 E Marginal Way S, Tukwila, WA 98168, USA Latitude, Longitude: 47.49219859999999, -122.2837528 9 Bailey Sales & Associates D N Sabey Data Centers - Intergate.Seattle 0 El Polio Rea Gor:gle Date Design Code Reference Document Allentown SSuperette Tukwila el Community Center Map data ©2019 Google 9/23/2019, 11:50:37 AM ASCE?-10 Risk Category II Site Class D - Stiff Soil 3 Type Value Description SS 1.506 MCER ground motion. (for 0.2 second period) Si 0.565 MCER ground motion. (for 1.0s period) SMS 1.506 Site -modified spectral acceleration value SM1 0.848 Site -modified spectral acceleration value } SDS 1.004 Numeric seismic design value at 0.2 second SA SD1 0.565 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second F„ 1.5 Site amplification factor at 1.0 second PGA 0.627 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.627 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.506 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.606 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.542 Factored deterministic acceleration value. (0.2 second) S1 RT 0.565 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.613 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 1.234 Factored deterministic acceleration value. (1.0 second) PGAd 1.346 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.938 Mapped value of the risk coefficient at short periods https://seismicmaps.org o�.ry r. • 1 0 2019 1/3 9/23/2019 U.S. Seismic Design Maps Type Value Description CR1 0.921 Mapped value of the risk coefficient at a period of 1 s https://seismicmaps.org 2/3 9/23/2019 2.0 1.5 m 1.0 0.5 0.0 0 a rn U.S. Seismic Design Maps MCER Response Spectrum 1.5 1.0 0.5 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 0.0 0 6 2 4 Period, T (sec) — Sa(g) 6 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://seismicmaps.org 3/3 TOLBraceTM Seismic Calculations Emerald Fire Project Address: KC Ops Bldg 11021 Cramer Rd KPN Gig Harbor, WA 98329 EaPoN 12400 E Marginal Way S 2538572056 ttwering8 Tukwila, WA EMERAFL980MR Job # 219108 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length T 0" (2.13 m) Fig. 1001 Clamp 1200 lbs (544 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1970 lbs (894 kg) 45° Min. Angle from Vertical*Please *Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) FIG. 981 UNIVERSALLCO SWAY BRACE Force Factor (Cp) 0.7012 ATTACHMENT Other Requirements - FM Approved Loads STEEL PIPE Fastener Information ` " Fastener Orientation NFPA Type E / 1 Maximum Load 560 lbs (254 kg) o ' 46 Diameter 1/2in. Length 3-1/2in. TOLCO FIG. 1001 FAST CLAMP ♦' Type - Through -Bolt I Brace Identification on Plans Worst Case Lateral Orientation of Brace Lateral I Size and Type of Pipe Total Length I Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 20ft (6.1 m) 111 lbs (50 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 105ft (32 m) 224 lbs (102 kg) Percentage added for Fittings and Sprinklers 15% 50 lbs (22.68 kg) Total Adjusted Load of all pipe within Zone of Influence 385 lbs (175 kg) {TOLBraceTM Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations KC Ops Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Lateral NFPA Type E 3" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7'0"(2.13 m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence EITioN owe ing Business Worldwide 3" Sch.10 Steel Pipe (76.2 mm) 20ft (6.1 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 105ft (32 m) G -Factor Used 0.7012 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 385 lbs (175 kg) 1310 lbs (594 kg) 560 lbs (254 kg) 1200 lbs (544 kg) 1970 lbs (894 kg) Wood Beam Calculations prepared by Austin Dooley * The description of the Structural Member is for informational purposes only. TOLBracen' 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 Calculations Emerald Fire Project Address: KC Ops Bldg 11021 Cramer Rd KPN Gig Harbor, WA 98329 Ej :L1 12400 E Marginal Way S 2538572056 Powering Business 1 Worldwide Tukwila, WA EMERAFL980MR Job # 219108 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 48' 0" (14.63 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 4L Clamp 730 lbs (331 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1970 lbs (894 kg) 450 Min. Angle from Vertical*Please *Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOT" Use components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Assembly Detail Max Horizontal Load 1310 lbs(594 kg)TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT �• Force Factor (Cp) 0.7012 .;� Other Requirements - FM Approved Loads STEEL PIPE // Fastener Information f/ ', Fastener Orientation NFPA Type-E Maximum Load 560 lbskg)PIPE (254 TOLCO FIG. 4L CLAMP FOR _ SWAY BRACING ,— Diameter 1/2in. t / Length 3-1/2in. ___ _____ Type Through-Bolt Brace Identification on Plans Worst Case Longitduinal Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 48ft (14.6 m) 267 lbs (121 kg) Percentage added for Fittings and Sprinklers 15% 40 lbs (18.15 kg) Total Adjusted Load of all pipe within Zone of Influence 307 lbs (139 kg) ITOLBrace'" Version 8) Use of TOLBraceT" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations KC Ops Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Longitduinal NFPA Type E 3" Sch.10 Steel Pipe 48' 0" (14.63 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence 11:T•N Powering Business thbridwrde 3" Sch.10 Steel Pipe (76.2 mm) 148ft (14.6 m) G -Factor Used 0.7012 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member 15% 307 lbs (139 kg) 1310 lbs (594 kg) 560 lbs (254 kg) 730 lbs (331 kg) 1970 lbs (894 kg) Wood Beam Calculations prepared by Austin Dooley * The description of the Structural Member is for informational purposes only. TOLBrac&' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com • 4 -Way Vertical Riser Brace FIG.4A(4L)/980 WALL STRUCTURE FIG. 4L/4A SWAY BRACE ATTACHMENT FIG. 980 UPPER BRACE ATTACHMENT E:t•N Powering Business Worldwide 3bf1flf1NIS 11VN 9/23/2019 U.S. Seismic Design Maps OSHPD KC Transit Maintenance Bldg Group Health Operations Center, 12400 E Marginal Way S, Tukwila, WA 98168, USA Latitude, Longitude: 47.49219859999999, -122.2837528 S any 43SE Sabey Data Centers - Intergate.Seattle Go igle Date Design Code Reference Document Risk Category Site Class 9 Bailey Sales & Associates El Polio Rea Type Value Description SS 1.506 MCER ground motion. (for 0.2 second period) SI SMS SM1 SDS (SD1 Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second F� 1.5 Site amplification factor at 1.0 second PGA 0.627 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.627 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.506 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.606 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration, SsD 3.542 Factored deterministic acceleration value. (0.2 second) S1 RT 0.565 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.613 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 1.234 Factored deterministic acceleration value. (1.0 second) PGAd 1.346 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.938 Mapped value of the risk coefficient at short periods 0.565 MCER ground motion. (for 1.0s period) 1.506 Site -modified spectral acceleration value 0.848 Site -modified spectral acceleration value 1.004 Numeric seismic design value at 0.2 second SA 0.565 Numeric seismic design value at 1.0 second SA Allentown Superette Q Tukwila (111 Community Center 9/23/2019, 10:28:43 AM ASCE?-10 I I D - Stiff Soil Map data ©2019 Google https://seismicmaps.org -' 1 209 1/3 9/23/2019 U.S. Seismic Design Maps f Type Value Description t CR1 0.921 Mapped value of the risk coefficient at a period of 1 s I. i https://seismicmaps.org 2/3 9/23/2019 U.S. Seismic Design Maps 2.0 1.5 m 1.0 0.5 -61 m 0.0 1.5 1.0 MCER Response Spectrum 0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 6 0.5 0.0 0 2 4 Period, T (sec) - Sa(g) 6 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https://seismicmaps.org 3/3 TOLBraceTM Seismic Calculations Emerald Fire Project Address: KC Maintenance Bldg 11021 Cramer Rd KPN Gig Harbor, WA 98329 �� 12400 E Marginal Way S '"v'es� 2538572056 Tukwila, WA EMERAFL980MR Job # 219108 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 1001 Clamp 1200 lbs (544 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1970 lbs (894 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: 0.42" These calculations are for TOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs(594 kg)TOLCO FIG. 980 UNIVERSAL SWAY BRACE Force Factor (Cp) 0.7012 ATTACHMENT STEEL PIPE�'� Other Requirements - FM Approved Loads Fastener Information " Fastener Orientation NTFPA e E /, ,% ; a , f�, / Maximum Load 560 lbs (254 kg) 0 - '• Diameter 1/2in. Length 3-1/2in. TOLCO FIG. 1001 •% FAST CLAMP+ Type Throu h -Bolt I Brace Identification on Plans Worst Case Lateral Orientation of Brace Lateral Size and Type of Pipe l Total Length I Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 20ft (6.1 m) 165 lbs (75 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 102ft (31.1 m) 217 lbs (98 kg) 1" Sch.40 Steel Pipe (25.4 mm) 5ft (1.5 m) 7 lbs (3 kg) Percentage added for Fittings and Sprinklers 15% 58 lbs (26.31 kg) Total Adjusted Load of all pipe within Zone of Influence 448 lbs (203 kg) {TOLBraceT' Version 8} Use of TOLBraceT"" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations KC Maintenance Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Lateral NFPA Type E 4" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence Pouring Business Woriwiie 4" Sch.10 Steel Pipe (101.6 mm) 20ft (6.1 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 102ft (31.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 5ft (1.5 m) G -Factor Used 0.7012 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 448 lbs (203 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 560 lbs (254 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Wood Beam Calculations prepared by Austin Dooley * 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 TOLBraceTM Seismic Calculations Project Address: KC Maintenance Bldg Emerald Fire 11021 Cramer Rd KPN Gig Harbor, WA 98329 E, i•N 2538572056 'towing " o EMERAFL980MR on 2016 NFPA Pamphlet#13 12400 E Marginal Way S Tukwila, WA Job # 219108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 35' 0" (10.67 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) *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. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly BRACE ATTACHMENT STEEL TOLCO FIG. 4L PIPE CLAMP FOR ' SWAY BRACING ,r — -__ FIG. �� l% Detail 980 SWAY • LIR Value 200 1310 lbs (594 kTOLCO Max Horizontal Loadg)UNIVERSAL Force Factor (Cp) 0.7012 , F PIPE ;'' — - „ z `___J Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type E Maximum Load 350 lbs (159 kg) Diameter 1/2in. Length 3-1/2in. Type Throu . h -Bolt I Brace Identification on Plans Worst Case Longitudinal Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 135ft (10.7 m) 289 lbs (131 kg) Percentage added for Fittings and Sprinklers 15% 43 lbs (19.51 kg) Total Adjusted Load of all pipe within Zone of Influence 332 lbs (151 kg) {TOLBraceT'" Version 8} Use of TOLBraceTM' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations KC Maintenance Bldg 12400 E Marginal Way S 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 # 219108 Worst Case Longitudinal NFPA Type E 4" Sch.10 Steel Pipe 35' 0" (10.67 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence Powering Business Wbrtdw>de 14" Sch.10 Steel Pipe (101.6 mm) 135ft (10.7 m) G -Factor Used 0.7012 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 332 lbs (151 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 350 lbs (159 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Wood Beam Calculations prepared by Austin Dooley * The description of the Structural Member is for informational purposes only. TOLBrace."1 software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com 11a Hydraulic Overview Job Number: 219108 Report Description: Ordinary Grou Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name- KC MAINTENANCE BLDG MODULAR Phone 253-377-6988 FAX Address 1 12400 E MARGINAL WAYS. TUKWILA, WA State Certification/License Number EMERAFL980MR Address 2 AHJ L&I Address 3 Job Site/Building System -- Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Hose Streams 250.00 Coverage Per Sprinkler 130ft2 Number Of Sprinklers Calculated 26 System Pressure Demand 82.226 System Flow Demand 621.99 Total Demand 871.99 @ 82.226 Pressure Result +40.551 (33.0%) Supplies Check Point Gauges Node Name Flow(gum) Hose Flow(goml Static(osil Residual(osil identifier pressure(osil K-Factor(IQ Flow(gom) 1 Water Supply 3800.00 250.00 130.000 20.000 ��ln . , Jr, s b J. . /Oy e'a't, r'Giri`t�/ , �yw -iir 7 try ..'-' "`V,, - '? tra. . A 201(.1, KC MAINTENANCE BLDG FP PLAN Water Supply at Node 1 (3800.00, 0.00, 130.000, 20.000) o co 00 o o 0o O 0 D 0 o o 0 0 o 0 0 150 VtlINVi,',.. o u a. et Aid�r/I 50 13 120 tatic Pressure 130.0001iOrtoo o ��% .�00l .1 o o i g • ;; ` :A�I/ii e�ipP.i a 1 o 105 90 'Q E 75 621.99 871.99 @ with 82.226 hose streams m 8 60 a 45 System demand curve 30 15 00.00 @ 20.000 0 x:41®11111111111111111111111 10 1111 111E11111 111111111 111111111 111111111 ..-•-.: :.:.-.-. 2508000 3750 4500 5250 6000 6750 7500 Water flow, gpm M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:35:57AM Page Hydraulic Summary Job Number: 219108 Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name. KC MAINTENANCE BLDG MODULAR State Certification/License Number EMERAFL980MR Address 1 12400 E MARGINAL WAY S. TUKWILA, WA AHJ L&l Address 2 Job Site/Building Address 3 Drawing Name KC MAINTENANCE BLDG FP PLAN System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix Hose Allowance At Source 250.00 Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 26 Coverage Per Sprinkler 130ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 621.99 Total Water Required (Including Hose Allowance) 871.99 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.91 between nodes 332 and 298 Maximum Velocity Under Ground Volume capacity of Wet Pipes 35.02gal Volume capacity of Dry Pipes 229.55ga1 Supplies Node Name Hose Flow (gpm) Static (psi) Residual,..Flow (psi) (gpm) Available Total Demand (psi) °e (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 130.000 20.000 3800.00 122.777 871.99 82.226 40.551 Contractor Contractor Number Contact Name Contact Title Name of Contractor Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site d+, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:OOAM Page 2 Hydraulic Graph 1 Job Number: 219108 Report Description: Ordinary Group I Water Supply at Node 1 Static Pressure 130.000 Pressure, psi n 8cn c 621.99 871 @ 82.226` 99 with hose streams System demand curve .00@20000 (11111111111111 11111111) 1 1 1 t t I11I 1 1 11 1111 _I11 1 11111 1 1 1 1 ) 1 1 1 1 111 1 1 1 1 1 1 11111111 I u 0,50 1500 2250 3000 3750 4500 5250 Water flow, gpm 6000 6750 7500 Hydraulic Graph Water Supply at Node 1 Static. Pressure 130.000 Residual Pressure 20.000 @ 3800.00 Available Pressure at Time of Test 122.777 @ 871.99 System Demand 82.226 @ 621.99 System Demand (Including Hose Allowance at source) 82.226 @ 871.99 �/y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:01AM Page 3 Node Analysis Job Number: 219108 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 221 -0'-9% PO(3'-7) 24.061 236 -0'-91/2 P0(3'-7) 24.224 238 -0'-91/2 PO(3'-7) 23.941 265 -0'-10 P0(3'-7) 29.441 267 -0'-10 P0(3'-7) 29.147 282 -0'-10 P0(3'-7) 29.332 284 -0'-10 P0(3'-7) 28.992 296 -0'-10 PO(7'-0'h) 37.411 297 -0'-10 PO(7'-0%) 37.696 298 -0'-10 T(13'-0) 39.698 299 -0'-10 PO(7'-0%) 37.264 300 -0'-10 PO(7'-0%) 37.042 332 9'-7 T(16-0), Tr(6'-9%) 57.477 340 2'-0 74.880 354 12'-0 mecT(18'-9'/2) 69.492 1 -3'-0 S 82.226 621.99 402 -0'-71/2 Spr(-12.275) 12.275 19.62 403 -0'-71/2 Spr(-12.125) 12.125 19.50 406 -0'-71/2 Spr(-17.067) 17.067 23.13 407 -0'-71/2 Spr(-16.889) 16.889 23.01 415 -0'-71/2 Spr(-12.432) 12.432 19.75 416 -0'-71/2 Spr(-12.281) 12.281 19.62 418 -0'-8 Spr(-17.309) 17.309 23.30 419 -0'-8 Spr(-17.129) 17.129 23.18 426 -0'-8 Spr(-12.963) 12.963 20.16 427 -0'-8 Spr(-12.806) 12.806 20.04 430 4Y-81/2 Spr(-18.143) 18.143 23.85 432 4Y-8'/2 Spr(-17.956) 17.956 23.73 439 4-81/2 Spr(-14.088) 14.088 21.02 440 -0'-81/2 Spr(-13.918) 13.918 20.89 442 -0'-9 Spr(-19.919) 19.919 24.99 443 -0'-9 Spr(-19.715) 19.715 24.87 451 -0'-9 Spr(-19.732) 19.732 24.88 454 -0'-9 Spr(-19.499) 19.499 24.73 457 -0'-5 Spr(-22.344) 22.344 26.47 458 -0'-5 Spr(-22.116) 22.116 26.34 461 -0'-5 Spr(-22.267) 22.267 26.43 462 -0'-5 Spr(-22.004) 22.004 26.27 470 -0'-5 Spr(-27.094) 27.094 29.15 471 -0'-51/2 Spr(-26.851) 26.851 29.02 475 -0'-51/2 Spr(-27.023) 27.023 29.11 476 -0'-51/2 Spr(-26.707) 26.707 28.94 5 -0'-7% PO(3'-7) 12.990 6 -0'-7% PO(3'-7) 12.833 17 -0'-71/2 PO(3'-7) 18.037 18 -0'-71/2 PO(3'-7) 17.850 44 -0'-7'% PO(3'-7) 13.156 45 -0'-7'% PO(3'-7) 12.996 48 -0'-8 PO(3'-7) 18.292 49 -0'-8 PO(3'-7) 18.103 71 -0'-8 PO(3'-7) 13.715 72 -0'-8 PO(3'-7) 13.550 83 -0'-8% PO(3'-7) 18.972 84 -0'-81/2 PO(3'-7) 19.169 149 -0'-81/2 P0(3'-7) 14.900 150 -0'-81/2 P0(3'-7) 14.721 191 -0'-9 PO(3'-7) 21.039 192 -0'-9 PO(3'-7) 20.824 200 -0'-9 PO(3'-7) 20.842 201 -0'-9 PO(3'-7)_ 20.597 220 -0'-9% PO(3'-7) 24.307 (t� ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:03AM Page 4 �o Hydraulic Analysis 1 Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings v Route 1 BL 1.0490 19.50 7.24 100 0.173991 0'-6 Pf 0.707 403 -0'-71/2 19.50 5.6 12.125 Sprinkler, 3'-7 Pe 6 4-71/2 12.833 PO(3'-7) 4'-1 Pv BL 1.6820 19.50 2.82 100 0.017455 8'-6 Pf 0.148 6 -0'-7% 12.833 Pe 0.015 45 -0'-7% 12.996 8'-6 Pv BL 1.6820 39.12 5.65 100 0.063299 8'-6 Pf 0.538 45 4-71/2 19.62 12.996 Flow (q) from Route 3 Pe 0.015 72 -0'-8 13.550 8'-6 Pv BL 1.6820 59.16 8.54 100 0.136043 8'-6 Pf 1.156 72 -0'-8 20.04 13.550 Flow (q) from Route 5 Pe 0.015 150 -0'-8% 14.721 8'-6 Pv BL 1.6820 80.06 11.56 100 0.238037 10'-6 Pf 5.860 150 4-81/2 20.89 14.721 Flow (q) from Route 7 14'-1'/z Pe 0.015 201 -0'-9 20.597 4E(3'-61/) 24'-7V2 Pv BL 1.6820 104.78 15.13 100 0.391665 8'-6 Pf 3.329 201 -0'-9 24.73 20.597 Flow (q) from Route 15 Pe 0.015 238 -0'-91/2 23.941 8'-6 Pv BL 1.6820 131.05 18.92 100 0.592437 8'-6 Pf 5.036 238 -0'-91/2 26.27 23.941 Flow (q) from Route 19 Pe 0.015 284 -0'-10 28.992 8'-6 Pv BL 1.6820 159.99 23.10 100 0.856943 2'-7 Pf 8.267 284 -0'-10 28.94 28.992 Flow (q) from Route 23 7-0% Pe 0.005 299 -0'-10 37.264 P0(7' -0'/z) 9'-8 Pv CM 3.2600 310.13 11.92 100 0.116179 7'-11% Pf 2.434 299 -0'-10 150.14 37.264 Flow (q) from Route 9 13'-0 Pe -0.000 298 -0'-10 39.698 T(13'-0) 20'-111/2 Pv FM 3.2600 621.99 23.91 100 0.420985 17'-9 Pf 22.301 298 -0'-10 311.86 39.698 Flow (q) from Route 2 35'-21/2 Pe -4.522 332 9'-7 57.477 3E(5'-0), 2E(6'-81/2), Tr(6'-91/2) 52'-11% Pv CM 4.2600 621.99 14.00 100 0.114396 29'-3% Pf 13.056 332 9'-7 57.477 67'-4 Pe -1.042 354 12'-0 69.492 3E(6'-91/2), 3E(9'-41/2), E(-2.000), mecT(18'-91/2) 96'-8 Pv CM 6.3570 621.99 6.29 100 0.016285 14'-8% Pf 1.053 354 12'-0 69.492 59'-9 Pe 4.335 340 2'-0 74.880 E(12'-6%), DPV(17'-0Y2), BV(12' 74'-5%2 Pv -7), E(17'-7) FR 6.2800 621.99 6.44 140 0.009273 5'-0 Pf 5.178 340 2'-0 74.880 14'-2 Pe 2.168 1 -3'-0 82.226 BFP(-5.000), LtE(14'-2), S 19'-2 Pv 250.00 Hose Allowance At Source 1 871.99 et Route 2 BL 1.0490 19.62 7.28 100 0.175978 0'-6 Pf 0.715 402 -0'-7% 19.62 5.6 12.275 Sprinkler, 3'-7 Pe 0.000 5 -0'-7Y2 12.990 P0(3'-7) 4'-1 Pv BL 1.6820 19.62 2.83 100 0.017655 8'-6 Pf 0.150 5 -0'-7% 12.990 Pe 0.015 44 -0'-7% 13.156 8'-6 Pv BL 1.6820 39.37 5.68 100 0.064021 8'-6 Pf 0.544 44 -0'-7% 19.75 13.156 Flow (q) from Route 4 Pe 0.015 71 -0'-8 13.715 8'-6 Pv BL 1.6820 59.53 8.60 100 0.137592 8'-6 Pf 1.170 71 -0'-8 20.16 13.715 Flow (q) from Route 6 Pe 0.015 149 -0'-8% 14.900 8'-6 Pv BL 1.6820 80.55 11.63 100 0.240741 10'-6 Pf 5.926 149 -0'-8Y2 21.02 14.900 Flow (q) from Route 8 14'-11/2 Pe 0.015 200 -0'-9 20.842 4E(3'-61/2) 24'-7% Pv BL 1.6820 105.42 15.22 100 0.396086 8'-6 Pf 3.367 200 -0'-9 24.88 20.842 Flow (q) from Route 17 Pe 0.015 236 4-91/2 24.224 8'-6 Pv BL 1.6820 131.85 19.04 100 0.599099 8'-6 Pf 5.092 236 -0'-9% 26.43 24.224 Flow (q) from Route 21 Pe 0.015 282 -0'-10 29.332 8'-6 Pv Lc © M.E.P.CAD, Inc. RlAutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:05AM Page 5 Hydraulic Analysis Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.6820 160.96 23.24 100 0.866535 2'-7 Pf 8.360 282 -0'-10 29.11 29.332 Flow (q) from Route 25 7-0% Pe 0.005 297 -0'-10 37.696 P0(7'-01/2) 9'-8 Pv CM 3.2600 311.86 11.99 100 0.117378 4'-01/2 Pf 2.002 297 -0'-10 150.90 37.696 Flow (q) from Route 10 13'-0 Pe -0.000 298 -0'-10 39.698 T(13'-0) 17'-0% Pv or Route 3 BL 1.0490 19.62 7.29 100 0.176052 0'-6 Pf 0.716 416 -0'-7% 19.62 5.6 12.281 Sprinkler, 3'-7 Pe 0.000 45 -0'-7% 12.996 PO(3'-7) 4'-1 Pv a Route 4 BL 1.0490 19.75 7.33 100 0.178058 0'-6 Pf 0.724 415 -0'-7% 19.75 5.6 12.432 Sprinkler, 3'-7 Pe 0.000 44 -0'-7%2 13.156 PO(3'-7) 4'-1 Pv ap Route 5 BL 1.0490 20.04 7.44 100 0.183004 0'-6 Pf 0.744 427 -0'-8 20.04 5.6 12.806 Sprinkler, 3'-7 Pe 72 -0'-8 13.550 PO(3'-7) 4'-1 Pv GO Route 6 BL 1.0490 20.16 7.48 100 0.185082 0'-6 Pf 0.752 426 -0'-8 20.16 5.6 12.963 Sprinkler, 3'-7 Pe 0.000 71 -0'-8 13.715 PO(3'-7) 4'-1 Pv o Route 7 BL 1.0490 20.89 7.76 100 0.197659 0'-6 Pf 0.803 440 -0'-81/2 20.89 5.6 13.918 Sprinkler, 3'-7 Pe 150 -0'-81/2 14.721 P0(3'-7) 4'-1 Pv v Route 8 BL 1.0490 21.02 7.80 100 0.199889 0'-6 Pf 0.813 439 -0'-8% 21.02 5.6 14.088 Sprinkler, 3'-7 Pe 149 -0'-81/2 14.900 PO(3'-7) 4'-1 Pv w Route 9 BL 1.0490 23.01 8.54 100 0.236392 0'-6 Pf 0.961 407 -0'-71/2 23.01 5.6 16.889 Sprinkler, 3'-7 Pe 18 -0'-71/2 17.850 PO(3'-7) 4'-1 Pv BL 1.6820 23.01 3.32 100 0.023716 9'-11 Pf 0.235 18 -0'-7% 17.850 Pe 0.019 49 -0'-8 18.103 9'-11 Pv BL 1.6820 46.19 6.67 100 0.086058 9'-10% Pf 0.852 49 -0'-8 23.18 18.103 Flow (q) from Route 11 Pe 0.018 83 -0'-8%2 18.972 9'-10% Pv BL 1.6820 69.92 10.10 100 0.185302 9'-11 Pf 1.834 83 4-81/2 23.73 18.972 Flow (q) from Route 13 Pe 0.018 192 -0'-9 20.824 9'-11 Pv BL 1.6820 94.79 13.69 100 0.325338 9'-11 Pf 3.220 192 -0'-9 24.87 20.824 Flow (q) from Route 16 Pe 0.018 221 -0'-9% 24.061 9'-11 Pv BL 1.6820 121.12 17.49 100 0.512056 9'-11 Pf 5.067 221 -0'-91/2 26.34 24.061 Flow (q) from Route 20 Pe 0.018 267 -0'-10 29.147 9'-11 Pv BL 1.6820 150.14 21.68 100 0.761859 3'-31/2 Pf 7.889 267 -0'-10 29.02 29.147 Flow (q) from Route 24 7'-0% Pe 0.006 300 -0'-10 37.042 PO(7'-O%) 10'-4% Pv CM 3.2600 150.14 5.77 100 0.030358 7'-3% Pf 0.222 300 -0'-10 37.042 Pe 299 -0'-10 37.264 7'-3% Pv v Route 10 BL 1.0490 23.13 8.59 100 0.238696 0'-6 Pf 0.970 406 -0'-71/2 23.13 5.6 17.067 Sprinkler, 3'-7 Pe 17 4-71/2 18.037 P0(3'-7) 4'-1 Pv BL 1.6820 23.13 3.34 100 0.023947 9'-11 Pf 0.237 17 -0'-71/2 18.037 Pe 0.018 48 -0'-8 18.292 9'-11 Pv BL 1.6820 46.43 6.70 100 0.086894 9'-11 Pf 0.860 48 -0'-8 23.30 18.292 Flow (q) from Route 12 Pe 0.018 84 -0'-8% 19.169 9'-11 Pv BL 1.6820 70.29 10.15 100 0.187097 9'-11 Pf 1.851 84 4-81/2 23.85 19.169 Flow (q) from Route 14 Pe 0.018 191 -0'-9 21.039 9'-11 Pv ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:05AM Page 6 Hydraulic Analysis 1 Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.6820 95.28 13.76 100 0.328480 9'-11 9'-11 Pf 3.251 Pe 0.018 Pv 191 220 -0'-9 -0'-91/2 24.99 21.039 24.307 Flow (q) from Route 18 BL 1.6820 121.75 17.58 100 0.516991 9'-11 9'-11 Pf 5.116 Pe 0.018 Pv 220 265 -0'-91/2 -0'-10 26.47 24.307 29.441 Flow (q) from Route 22 BL 1.6820 150.90 21.79 100 0.769017 3'-31/2 7'-01/2 10'-4%2 Pf 7.964 Pe 0.006 Pv 265 296 -0'-10 -0'-10 29.15 29.441 37.411 Flow (q) from Route 26 PO(7'-01/2) CM 3.2600 150.90 5.80 100 0.030644 9'-4 9'-4 Pf 0.285 Pe Pv 296 297 -0'-10 -0'-10 37.411 37.696 or Route 11 BL 1.0490 23.18 8.60 100 0.239508 0'-6 3'-7 4'-1 Pf 0.974 Pe Pv 419 49 -0'-8 -0'-8 23.18 5.6 17.129 18.103 Sprinkler, PO(3'-7) at Route 12 BL 1.0490 23.30 8.65 100 0.241826 0'-6 3'-7 4'-1 Pf 0.983 Pe Pv 418 48 -0'-8 -0'-8 23.30 5.6 17.309 18.292 Sprinkler, PO(3'-7) w Route 13 BL 1.0490 23.73 8.81 100 0.250174 0'-6 3'-7 4'-1 Pf 1.017 Pe Pv 432 83 -0'-81% -0'-8%2 23.73 5.6 17.956 18.972 Sprinkler, PO(3'-7) w Route 14 BL 1.0490 23.85 8.85 100 0.252586 0'-6 3'-7 4'-1 Pf 1.027 Pe Pv 430 84 -0'-81/2 -0'-81/2 23.85 5.6 18.143 19.169 Sprinkler, PO(3'-7) v Route 15 BL 1.0490 24.73 9.18 100 0.270005 0'-6 3'-7 4'-1 Pf 1.098 Pe Pv 454 201 -0'-9 -0'-9 24.73 5.6 19.499 20.597 Sprinkler, PO(3'-7) v Route 16 BL 1.0490 24.87 9.23 100 0.272774 0'-6 3'-7 4'-1 Pf 1.109 Pe Pv 443 192 -0'-9 -0'-9 24.87 5.6 19.715 20.824 Sprinkler, PO(3'-7) w Route 17 BL 1.0490 24.88 9.23 100 0.272992 0'-6 3'-7 4'-1 Pf 1.110 Pe Pv 451 200 -0'-9 -0'-9 24.88 5.6 19.732 20.842 Sprinkler, P0(3'-7) o Route 18 BL 1.0490 24.99 9.28 100 0.275385 0'-6 3'-7 4'-1 Pf 1.119 Pe Pv 442 191 -0'-9 -0'-9 24.99 5.6 19.919 21.039 Sprinkler, PO(3'-7) a" Route 19 SP 1.0490 26.27 9.75 100 0.301937 0'-10Y2 5'-0 5'-10Y2 Pf 1.773 Pe 0.165 Pv 462 238 -0'-5 -0'-91/2 26.27 5.6 22.004 23.941 Sprinkler, E(1-5), P0(3'-7) v Route 20 SP 1.0490 26.34 9.78 100 0.303358 0'-101/2 5'-0 5'-10%2 Pf 1.781 Pe 0.165 Pv 458 221 -0'-5 -0'-91/2 26.34 5.6 22.116 24.061 Sprinkler, E(1'-5), PO(3'-7) v Route 21 SP 1.0490 26.43 9.81 100 0.305279 0'-101/2 5'-0 5'-101/2 Pf 1.792 Pe 0.165 Pv 461 236 -0'-5 -0'-9% 26.43 5.6 22.267 24.224 Sprinkler, E(1-5), PO(3'-7) w Route 22 SP 1.0490 26.47 9.83 100 0.306260 0'-101/2 Pf 1.798 5'-0 Pe 0.165 5'-10%1Pv 457 220 -0'-5 -0'-91/2 26.47 5.6 22.344 24.307 Sprinkler, E(1'-5), PO(3'-7) Route 23 SP 1.0490 28.94 10.74 100 0.361190 0'-10Y21Pf 5'-0 5'-10% 2.121 Pe 0.165 Pv 476 284 -0'-5% -0'-10 28.94 5.6 26.707 28.992 Sprinkler, E(1'-5), PO(3'-7) ea Route 24 SP 1.0490 29.02 10.77 100 0.362988 0'-10% 5'-0 5'-101A Pf 2.131 Pe 0.165 Pv 471 267 -0'-5/2 -0'-10 29.02 5.6 26.851 29.147 Sprinkler, E(1-5), P0(3'-7) ©M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:05AM Page 7 Hydraulic Analysis Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream ab Route 25 SP 1.0490 29.11 10.81 100 0.365146 0'-101/2 5-0 5'-10'/2 Pf 2.144 Pe 0.165 Pv 475 -0'-5Y2 29.11 5.6 27.023 Sprinkler, 282 -0'-10 29.332 E(1'-5), PO(3'-7) 0. Route 26 SP 1.0490 29.15 10.82 100 0.366032 0'-11 5'-0 5'-11 Pf 2.164 Pe 0.183 Pv 470 -0'-5 29.15 5.6 27.094 Sprinkler, 265 -0'-10 29.441 E(1'-5), PO(3'-7) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I C Value Multiplier I Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter 487 = Factor ( Schedule 40 Steel Pipe Inside Diameter ) Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flowm 9p 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 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 Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Eel 11%° 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (1� ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:05AM Page 8 11,1-1yd raulic Overview Job Number: 219108 Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name KC MAINTENANCE BLDG MODULAR Phone 253-377-6988 FAX Address 1 12400 E MARGINAL WAY S. TUKWILA, WA State Certification/License Number EMERAFL980MR Address 2 AHJ L&I Address 3 Job Site/Building System Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Hose Streams 250.00 Coverage Per Sprinkler 130ft2 Number Of Sprinklers Calculated 26 System Pressure Demand 82.226 System Flax Demand 621.99 Total Demand 871.99 @ 82.226 ' Pressure Result +40.551 (33.0%) Supplies Check Point Gauges Node Name Flow(aoml Hose Flow(goml Static(osi) Residual(osil Identifier pressure(osil K-Factor(K) Flow(goml in -��Od+ ��Re, .� t, ' -iso, '.. • ,. ''' SFr.✓ 4.'4'✓ [ i., . • s - -_ Q'i 0 2019 1yrs7.2 _,...., j 1 Water Supply 3800.00 250.00 130.000 20.000 .,, KC MAINTENANCE BLDG FPPLAN Water Supply at Node 1(3800.00,0.00,130.000 20.000 pp y ) 0 CO CO 0 0 00 0 0 CO CO 0 0 00 0 O 0 O 0 A C!1 I I I ��',r,/ `/f` �i • .c ::.8 e f Static Pressure 130.000;1�� 0 r4,1 0 Lrf�NJAiG i��0Vi 0 0 0 . e E 0 < e, psi U n c It @ with 82.226 hose streams - System demand curve 00.00 @ 20.000 MIIMIIIIIII 111111111. i 11 1111 III 111 11 1 1 11 1 11 1 1 1 I l l i l l l l l 1 1 1 1 1 1 III v (122503M 3750 4500 5250 6000 6750 7500 Water flow, gpm g+y ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:15AM Page 1 Hydraulic Summary Job Number: 219108 Report Description: Ordinary Group I Job Job Number 219108 Design Engineer MIKE HALLENGREN Job Name KC MAINTENANCE BLDG MODULAR State Certifcabon/License Number EMERAFL980MR Address 1 12400 E MARGINAL WAY S. TUKWILA, WA AHJ L&I Address 2 Job Site/Building Address 3 Dravong Name KC MAINTENANCE BLDG FP PLAN System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix Hose Allowance Al Source 250.00 Density 0.15gpm/ft2 Area of Application 1500ft2 (Actual 2094ft2) Additional Hose Supplies Node Flow(apm) Number Of Sprinklers Calculated 26 Coverage Per Sprinkler 130ft2 AutoPeak Results Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 621.99 Total Water Required (Including Hose Allowance) 871.99 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.91 between nodes 332 and 298 Maximum Velocity Under Ground Volume capacity of Wet Pipes 35.02gal Volume capacity of Dry Pipes 229.55ga1 Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) o� (gpm) Available Total Demand (psi) e° (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 130.000 20.000 3800.00 122.777 871.99 82.226 40.551 Contractor Contractor Number Contact Name Contact Title Name of Contractor. Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site (! ©M.E.P.CAD, Inc. JAutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:18AM Page 2 ill Hydraulic Graph 1 Job Number: 219108 Report Description: Ordinary Group I Water Supply at Node 1 ,CA Pressure, psi ) cn o $i �' c`'il `8 8 o 4.1 01 c 1..11.111_ll 111111111111 111111111111111111111 11111111111111111111111111111111111111111111111111111111111 Static Pressure 130.000 61.99@82.2OD 871 99 with `6 hose streams ystem demand curve 800.00 @ 20 000 IIWui ltitwit 11 1111111 1 1111111 1111 1111 (( 1 1 1 1 ( 1 1_ _I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 III V 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 130.000 Residual Pressure 20.000 @ 3800.00 Available Pressure at Time of Test 122.777 @ 871.99 System Dement 82.226 @ 621.99 System Demand (Inducing Hose Akmrance at Source) 82.226 @ 871.99 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:19AM Page 3 9 f Node Analysis Job Number: 219108 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 221 -0'-9% PO(3'-7) 24.061 236 -0'-9% PO(3'-7) 24.224 238 -0'-9'/2 PO(3'-7) 23.941 265 -0'-10 P0(3'-7) 29.441 267 -0'-10 P0(3'-7) 29.147 282 -0'-10 P0(3'-7) 29.332 284 -0'-10 P0(3'-7) 28.992 296 -0'-10 PO(7'-01/2) 37.411 297 -0'-10 PO(7'-01/2) 37.696 298 -0'-10 T(13'-0) 39.698 299 -0'-10 PO(7'-01/2) 37.264 300 -0'-10 PO(7'-01/2) 37.042 332 9'-7 T(16'-0), Tr(6'-9'/2) 57.477 340 2'-0 74.880 354 12'-0 mecT(18'-9%) 69.492 1 -3'-0 S 82.226 621.99 402 -0'-71/2 Spr(-12.275) 12.275 19.62 403 -0'-7'/2 Spr(-12.125) 12.125 19.50 406 -0'-71/2 Spr(-17.067) 17.067 23.13 407 -0'-71/2 Spr(-16.889) 16.889 23.01 415 -0'-7'/2 Spr(-12.432) 12.432 19.75 416 -0'-7'/2 Spr(-12.281) 12.281 19.62 418 -0'-8 Spr(-17.309) 17.309 23.30 419 -0'-8 Spr(-17.129) 17.129 23.18 426 -0'-8 Spr(-12.963) 12.963 20.16 427 -0'-8 Spr(-12.806) 12.806 20.04 430 -0'-8% Spr(-18.143) 18.143 23.85 432 -0'-8'/2 Spr(-17.956) 17.956 23.73 439 -0'-8'/2 Spr(-14.088) 14.088 21.02 440 -0'-8'% Spr(-13.918) 13.918 20.89 442 -0'-9 Spr(-19.919) 19.919 24.99 443 -0'-9 Spr(-19.715) 19.715 24.87 451 -0'-9 Spr(-19.732) 19.732 24.88 454 -0'-9 Spr(-19.499) 19.499 24.73 457 -0'-5 Spr(-22.344) 22.344 26.47 458 -0'-5 Spr(-22.116) 22.116 26.34 461 -0'-5 Spr(-22.267) 22.267 26.43 462 -0'-5 Spr(-22.004) 22.004 26.27 470 -0'-5 Spr(-27.094) 27.094 29.15 471 -0'-51/2 Spr(-26.851) 26.851 29.02 475 -0'-51/2 Spr(-27.023) 27.023 29.11 476 -0'-51/2 Spr(-26.707) 26.707 28.94 5 -0'-71/2 PO(3'-7) 12.990 6 4-71/2 PO(3'-7) 12.833 17 4-71/2 PO(3'-7) 18.037 18 -0'-7% PO(3'-7) 17.850 44 4-71/2 PO(3'-7) 13.156 45 4-71/2 PO(3'-7) 12.996 48 -0'-8 PO(3'-7) 18.292 49 -0'-8 PO(3'-7) 18.103 71 -0'-8 PO(3'-7) 13.715 72 -0'-8 PO(3'-7) 13.550 83 -0'-81/2 PO(3'-7) 18.972 84 -0'-81/2 PO(3'-7) 19.169 149 4-81/2 PO(3'-7) 14.900 150 4-81/2 PO(3'-7) 14.721 191 -0'-9 PO(3'-7) 21.039 192 -0'-9 PO(3'-7) PO(3'-7) 20.824 20.842 200 -0'-9 201 -0'-9 PO(3'-7) 20.597 220 -0'-9% PO(3'-7) 24.307 (A3 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:21 AM Page 4 Hydraulic Analysis 1 Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 BL 1.0490 19.50 7.24 100 0.173991 0'-6 Pf 0.707 403 -0'-7% 19.50 5.6 12.125 Sprinkler, 3'-7 Pe 6 4-71/2 12.833 P0(3'-7) 4'-1 Pv BL 1.6820 19.50 2.82 100 0.017455 8'-6 Pf 0.148 6 -0'-7'% 12.833 Pe 0.015 45 -0'-7% 12.996 8'-6 Pv BL 1.6820 39.12 5.65 100 0.063299 8'-6 Pf 0.538 45 -0'-71/2 19.62 12.996 Flow (q) from Route 3 Pe 0.015 72 -0'-8 13.550 8'-6 Pv BL 1.6820 59.16 8.54 100 0.136043 8'-6 Pf 1.156 72 -0'-8 20.04 13.550 Flow (q) from Route 5 Pe 0.015 150 -0'-8% 14.721 8'-6 Pv BL 1.6820 80.06 11.56 100 0.238037 10'-6 Pf 5.860 150 -0'-8'/2 20.89 14.721 Flow (q) from Route 7 14.-1% Pe 0.015 201 -0'-9 20.597 4E(3'-6%) 24'-7'/2 Pv BL 1.6820 104.78 15.13 100 0.391665 8'-6 Pf 3.329 201 -0'-9 24.73 20.597 Flow (q) from Route 15 Pe 0.015 238 -0'-9'/2 23.941 8'-6 Pv BL 1.6820 131.05 18.92 100 0.592437 8'-6 Pf 5.036 238 4-91/2 26.27 23.941 Flow (q) from Route 19 Pe 0.015 284 -0'-10 28.992 8'-6 Pv BL 1.6820 159.99 23.10 100 0.856943 2'-7 Pf 8.267 284 -0'-10 28.94 28.992 Flow (q) from Route 23 7'-0'% Pe 0.005 299 -0'-10 37.264 PO(7-0'/%) 9'-8 Pv CM 3.2600 310.13 11.92 100 0.116179 7-111,4 Pf 2.434 299 -0'-10 150.14 37.264 Flow (q) from Route 9 13'-0 Pe -0.000 298 -0'-10 39.698 T(13'-0) 20'-11'/2 Pv FM 3.2600 621.99 23.91 100 0.420985 17-9 Pf 22.301 298 -0'-10 311.86 39.698 Flow (q) from Route 2 35-21/2 Pe -4.522 332 9'-7 57.477 3E(5'-0), 2E(6'-8%), Tr(6'-9%) 52-111/2 Pv CM 4.2600 621.99 14.00 100 0.114396 29'-31/2 Pf 13.056 332 9'-7 57.477 67-4 Pe -1.042 354 12'-0 69.492 3E(6'-9'/2), 3E(9' -4V2), E(-2.000), mecT(18'-9'/2) 96'-8 Pv CM 6.3570 621.99 6.29 100 0.016285 14'-8'/2 Pf 1.053 354 12-0 69.492 59'-9 Pe 4.335 340 2'-0 74.880 E(12'-6'/2), DPV(17'-0%), BV(12' 74'-5'/2 Pv -7), E(17'-7) FR 6.2800 621.99 6.44 140 0.009273 5'-0 Pf 5.178 340 2'-0 74.880 14'-2 Pe 2.168 1 -3'-0 82.226 BFP(-5.000), LtE(14'-2), S 19'-2 Pv 250.00 Hose Allowance At Source 1 871.99 v Route 2 BL 1.0490 19.62 7.28 100 0.175978 0'-6 Pf 0.715 402 -0'-71/2 19.62 5.6 12.275 Sprinkler, 3'-7 Pe 0.000 5 -0'-7'/2 12.990 PO(3'-7) 4'-1 Pv BL 1.6820 19.62 2.83 100 0.017655 8'-6 Pf 0.150 5 -0'-7'/2 12.990 Pe 0.015 44 -0'-7'/2 13.156 8'-6 Pv BL 1.6820 39.37 5.68 100 0.064021 8'-6 Pf 0.544 44 -0'-71/2 19.75 13.156 Flow (q) from Route 4 Pe 0.015 71 -0'-8 13.715 8'-6 Pv BL 1.6820 59.53 8.60 100 0.137592 8'-6 Pf 1.170 71 -0'-8 20.16 13.715 Flow (q) from Route 6 Pe 0.015 149 4-8'/2 14.900 8'-6 Pv BL 1.6820 80.55 11.63 100 0.240741 10'-6 Pf 5.926 149 -0'-8% 21.02 14.900 Flow (q) from Route 8 14'-11/2 Pe 0.015 200 -0'-9 20.842 4E(3'-6%) 24'-71/2 Pv BL 1.6820 105.42 15.22 100 0.396086 8'-6 Pf 3.367 200 -0'-9 24.88 20.842 Flow (q) from Route 17 Pe 0.015 236 -0'-91/2 24.224 8'-6 Pv BL 1.6820 131.85 19.04 100 0.599099 8'-6 Pf 5.092 236 -0'-9'/2 26.43 24.224 Flow (q) from Route 21 Pe 0.015 282 -0'-10 29.332 8'-6 Pv M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:23AM Page 5 1 11e Hydraulic Analysis Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.6820 160.96 23.24 100 0.866535 2'-7 Pf 8.360 282 -0'-10 29.11 29.332 Flow (q) from Route 25 7'-0'/2 Pe 0.005 297 -0'-10 37.696 PO(7'-0'/z) 9'-8 Pv CM 3.2600 311.86 11.99 100 0.117378 4'-0'% Pf 2.002 297 -0'-10 150.90 37.696 Flow (q) from Route 10 13'-0 Pe -0.000 298 -0'-10 39.698 T(13'-0) 17'-01/2 Pv v Route 3 BL 1.0490 19.62 7.29 100 0.176052 0'-6 Pf 0.716 416 4-71/2 19.62 5.6 12.281 Sprinkler, 3'-7 Pe 0.000 45 4-71/2 12.996 P0(3'-7) 4'-1 Pv Gil Route 4 BL 1.0490 19.75 7.33 100 0.178058 0'-6 Pf 0.724 415 -0'-71/2 19.75 5.6 12.432 Sprinkler, 3'-7 Pe 0.000 44 4-71/2 13.156 PO(3'-7) 4'-1 Pv GI Route 5 BL 1.0490 20.04 7.44 100 0.183004 0'-6 Pf 0.744 427 -0'-8 20.04 5.6 12.806 Sprinkler, 3'-7 Pe 72 -0'-8 13.550 PO(3'-7) 4'-1 Pv at Route 6 BL 1.0490 20.16 7.48 100 0.185082 0'-6 Pf 0.752 426 -0'-8 20.16 5.6 12.963 Sprinkler, 3'-7 Pe 0.000 71 -0'-8 13.715 PO(3.-7) 4'-1 Pv w Route 7 BL 1.0490 20.89 7.76 100 0.197659 0'-6 Pf 0.803 440 -0'-8% 20.89 5.6 13.918 Sprinkler, 3'-7 Pe 150 -0'-81/2 14.721 P0(3'-7) 4'-1 Pv v Route 8 BL 1.0490 21.02 7.80 100 0.199889 0'-6 Pf 0.813 439 -0'-8% 21.02 5.6 14.088 Sprinkler, 3'-7 Pe 149 -0'-81/2 14.900 PO(3'-7) 4'-1 Pv sr Route 9 BL 1.0490 23.01 8.54 100 0.236392 0'-6 Pf 0.961 407 -0'-71/2 23.01 5.6 16.889 Sprinkler, 3'-7 Pe 18 -0'-7% 17.850 PO(3'-7) 4'-1 Pv BL 1.6820 23.01 3.32 100 0.023716 9'-11 Pf 0.235 18 -0'-7% 17.850 Pe 0.019 49 -0'-8 18.103 9'-11 Pv BL 1.6820 46.19 6.67 100 0.086058 9'-10'A Pf 0.852 49 -0'-8 23.18 18.103 Flow (q) from Route 11 Pe 0.018 83 4-81/2 18.972 9'-101/2 Pv BL 1.6820 69.92 10.10 100 0.185302 9'-11 Pf 1.834 83 -0'-8% 23.73 18.972 Flow (q) from Route 13 Pe 0.018 192 -0'-9 20.824 9'-11 Pv BL 1.6820 94.79 13.69 100 0.325338 9'-11 Pf 3.220 192 -0'-9 24.87 20.824 Flow (q) from Route 16 Pe 0.018 221 -0'-91/2 24.061 9'-11 Pv BL 1.6820 121.12 17.49 100 0.512056 9'-11 Pf 5.067 221 -0'-91/2 26.34 24.061 Flow (q) from Route 20 Pe 0.018 267 -0'-10 29.147 9'-11 Pv BL 1.6820 150.14 21.68 100 0.761859 3'-31/2 Pf 7.889 267 -0'-10 29.02 29.147 Flow (q) from Route 24 7'-01/2 Pe 0.006 300 -0'-10 37.042 PO(7'-01/2) 10'41/2 Pv CM 3.2600 150.14 5.77 100 0.030358 7'-31/2 Pf 0.222 300 -0'-10 37.042 Pe 299 -0'-10 37.264 7'-31A Pv Go Route 10 BL 1.0490 23.13 8.59 100 0.238696 0'-6 Pf 0.970 406 -0'-71/2 23.13 5.6 17.067 Sprinkler, 3'-7 Pe 17 4-71/2 18.037 PO(3'-7) 4'-1 Pv BL 1.6820 23.13 3.34 100 0.023947 9'-11 Pf 0.237 17 -0'-71/2 18.037 Pe 0.018 48 -0'-8 18.292 9'-11 Pv BL 1.6820 46.43 6.70 100 0.086894 9'-11 Pf 0.860 48 -0'-8 23.30 18.292 Flow (q) from Route 12 Pe 0.018 84 -0'-81/2 19.169 9'-11 Pv BL 1.6820 70.29 10.15 100 0.187097 9'-11 Pf 1.851 84 -0'-8%2 23.85 19.169 Flow (q) from Route 14 Pe 0.018 191 -0'-9 21.039 9'-11 Pv (1� ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:23AM Page 6 Hydraulic analysis 1 Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.6820 95.28 13.76 100 0.328480 9'-11 9'-11 Pf Pe Pv 3.251 0.018 191 220 -0'-9 4-91/2 24.99 21.039 24.307 Flow (q) from Route 18 BL 1.6820 121.75 17.58 100 0.516991 9'-11 9'-11 Pf Pe Pv 5.116 0.018 220 265 4-91/2 -0'-10 26.47 24.307 29.441 Flow (q) from Route 22 BL 1.6820 150.90 21.79 100 0.769017 3'-3% 7'-014 10'-4% Pf Pe Pv 7.964 0.006 265 296 -0'-10 -0'-10 29.15 29.441 37.411 Flow (q) from Route 26 P0(7'-014) CM 3.2600 150.90 5.80 100 0.030644 9'-4 9'-4 Pf Pe Pv 0.285 296 297 -0'-10 -0'-10 37.411 37.696 ar Route 11 BL 1.0490 23.18 8.60 100 0.239508 0'-6 3'-7 4'-1 Pf Pe Pv 0.974 419 49 -0'-8 -0'-8 23.18 5.6 17.129 18.103 Sprinkler, PO(3'-7) go Route 12 BL 1.0490 23.30 8.65 100 0.241826 0'-6 3'-7 4'-1 Pf Pe Pv 0.983 418 48 -0'-8 -0'-8 23.30 5.6 17.309 18.292 Sprinkler, PO(3'-7) o Route 13 BL 1.0490 23.73 8.81 100 0.250174 0'-6 3'-7 4'-1 Pf Pe Pv 1.017 432 83 -0'-81/2 -0'-81/2 23.73 5.6 17.956 18.972 Sprinkler, PO(3'-7) v Route 14 BL 1.0490 23.85 8.85 100 0.252586 0'-6 3'-7 4'-1 Pf Pe Pv 1.027 430 84 -0'-81/2 -0'-81/2 23.85 5.6 18.143 19.169 Sprinkler, PO(3.-7) ill Route 15 BL 1.0490 24.73 9.18 100 0.270005 0'-6 3'-7 4'-1 Pf Pe Pv 1.098 454 201 -0'-9 -0'-9 24.73 5.6 19.499 20.597 Sprinkler, PO(3'-7) GO Route 16 BL 1.0490 24.87 9.23 100 0.272774 0'-6 3'-7 4'-1 Pf Pe Pv 1.109 443 192 -0'-9 -0'-9 24.87 5.6 19.715 20.824 Sprinkler, PO(3'-7) o Route 17 BL 1.0490 24.88 9.23 100 0.272992 0'-6 3'-7 4'-1 Pf Pe Pv 1.110 451 200 -0'-9 -0'-9 24.88 5.6 19.732 20.842 Sprinkler, PO(3'-7) v Route 18 BL 1.0490 24.99 9.28 100 0.275385 0'-6 3'-7 4'-1 Pf Pe Pv 1.119 442 191 -0'-9 -0'-9 24.99 5.6 19.919 21.039 Sprinkler, PO(3.-7) go Route 19 SP 1.0490 26.27 9.75 100 0.301937 0'-101/2 5'-0 5'-10Y2 Pf Pe Pv 1.773 0.165 462 238 -0'-5 -0'-91/2 26.27 5.6 22.004 23.941 Sprinkler, E(1'-5), P0(3'-7) OP Route 20 SP 1.0490 26.34 9.78 100 0.303358 0'-101/2 5'-0 5'-10Y2 Pf Pe Pv 1.781 0.165 458 221 -0'-5 -0'-91/2 26.34 5.6 22.116 24.061 Sprinkler, E(1'-5), PO(3.-7) v Route 21 SP 1.0490 26.43 9.81 100 0.305279 0'-101/2 5'-0 5'-10Y2 Pf Pe Pv 1.792 0.165 461 236 -0'-5 -0'-91/2 26.43 5.6 22.267 24.224 Sprinkler, E(1'-5), PO(3'-7) GI Route 22 SP 1.0490 26.47 9.83 100 0.306260 0'-10Y2 5'-0 5'-10% Pf Pe Pv 1.798 0.165 457 220 -0'-5 -0'-91/2 26.47 5.6 22.344 24.307 Sprinkler, E(1'-5), PO(3'-7) a Route 23 SP 1.0490 28.94 10.74 100 0.361190 0'-10% 5'-0 5'-1014 Pf Pe Pv 2.121 0.165 476 284 -0'-5% -0'-10 28.94 5.6 26.707 28.992 Sprinkler, E(1-5), PO(3'-7) ao Route 24 SP 1.0490 29.02 10.77 100 0.362988 0'-101/2 5'-0 5'-1014 Pf Pe Pv 2.131 0.165 471 267 -0'-51/2 -0'-10 29.02 5.6 26.851 29.147 Sprinkler, E(1'-5), PO(3'-7) ©M.E.P.CAD, Inc. ildAutoSPRINK 2018 v14.2.12.0 10/2/2019 7:36:23AM Page 7 Hydraulic Analysis 1 Job Number: 219108 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream or Route 25 SP 1.0490 29.11 10.81 100 0.365146 0'-101/2 5'-0 5'-101/2 Pf 2.144 Pe 0.165 Pv 475 -0'-51/2 29.11 5.6 27.023 Sprinkler, 282 -0'-10 29.332 E(1'-5), PO(3'-7) Gil Route 26 SP 1.0490 29.15 10.82 100 0.366032 0'-11 5-0 5'-11 Pf 2.164 Pe 0.183 Pv 470 -0'-5 29.15 5.6 27.094 Sprinkler, 265 -0'-10 29.441 E(1'-5), PO(3'-7) • Equivalent Pipe Lengths of Valves and Fittings (C=120 only) r C Value Multiplier II Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter 487 = Factor ( Schedule 40 Steel Pipe Inside Diameter ) Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Eel 11W 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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 2018 v14.2.12.0 10/2/2019 7:36:23AM Page 8 (2.2-A) MOD 2.2A 12.2-B;(2.2-C}MOD 2.2B (2.2-D) 2.2-E 2.2-F! 351-111/2 61-101/2 2.2-1 )_...- - - ...... �1 '2.2-2` /,.. 2.2-3 COP'Y/FILS 142 CONFERENCE PIPE CONTINUES TO EXISTING _ MAINTENANCE BUILDING. SEE MAIN-- ROUTING AIN'ROUTING DETAIL ON SHEET FPI FOR CONTINUATION. \\ TO `DN 3X O SYSTEM IN CRAWL SPACE FIRE PROTECTION PLAN Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Temperature Note 0 Viking VK462 Mirage 51 5.6 Pendent 1/2 Quick 155°F White Concealer • Viking VK300 Microfast 30 5.6 Upright 1/2 Quick 200°F Brass Ok. Viking VK300 Microfast 5 5.6 Upright '/2 Quick 155°F Brass () Viking VK180 VK180 4 5.6 Pendent 1 Quick 155°F Chrome Total = 90 SYMBOLS LEGEND: .4 -� LATERAL BRACE LONGITUDINAL BRACE l PIPE HANGER PIPE COUPLING I TRAPEZE PIPE HANGER Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpmfft2) 0.15 for 1500ft2 (Actual 2094ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 229.55ga1 TOTAL HEADS FLOWING 26 K -FACTOR 5.6 BASE of RISER (gpm) 871.99 BASE of RISER (psi) 82.226 SAFETY MARGIN (psi) +40.551 (33.0%) 2.1-2 INSPECTORS TEST AND DRAIN LOCATED ABOVE CEILING. AFFIX SIGN TO ACT CEILING TILE FOR LOCATION OF TEST AND DRAIN. ROOF DETAILS: - RIDGE DETAIL - EAVE DETAIL - RAKE DETAIL TYP - 25.5.63 • 3.2AS.O3 . 4?2A5.O3 12 31 CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED. 7. CITY OF TUKWILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUT AREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT. 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. DESIGN NOTES: 1. EMERALD FIRE TO DESIGN AND INSTALL NEW DRY SYSTEM BASED ON NFPA 13-2016 AND CITY REQUIREMENTS. 2. BUILDING IS CONSTRUCTED WITH WOOD TRUSSES AND A WOOD ROOF ASSEMBLY WITH INSULATION AT THE BOTTOM OF THE TRUSSES. 3. DESIGN DENSITIES AS FOLLOWS: ORDINARY HAZARD GROUP 1 MODS 2.2 SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT 250 GPM ORDINARY HAZARD GROUP 1 UNDER MOD SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT. 250 GPM 4. EXISTING DRY SYSTEM AIR CAPACITY IS UNKNOWN. 60 SECOND AIR TEST WILL BE USED TO CONFIRM EFFICIENCY OF DRY SYSTEM ADDITION. 5. ALL DRY SYSTEM ROLL GROOVED PIPE TO BE SCHEDULE 10 BLACK PIPE. 6. ALL DRY SYSTEM THREADED PIPE TO BE SCHEDULE 40 BLACK PIPE. 7. THREADED FITTINGS TO BE BLACK CAST OR MALLEABLE IRON. 8. VICTAULIC GROOVED FIRELOCK FITTINGS TO BE FACTORY PAINTED. 9. ALL TESTING AND INSPECTIONS PER NFPA 13 AND L&I. FORMED SHEET METAL RIDGE CAP SHEET METAL ROOF SYSTEM: EXPOSED FASTENER SYSTEM OVER CONT WEATHER BARRIER - REFER TO STRUCTURAL SHEET S6_61 FOR CANOPY FRAMING • SHEET METAL EAVE FLASHING 4•± MODULAR BLDG SHEET METAL GUTTER/DOWNSPOUT SYSTEM; REFER TO BUILDING ELEVATIONS FOR ROOF PROFILE/LAYOUT - AT DOWNSPOUT; VERIFY SIZE AND LAYOUT OF MODULAR BLDG GUTTER AND DOWNSPOUT SYSTEM MODULAR BLDG DOWNSPOUT SYSTEM; CONNECTED TO SUB -GRADE DRAINAGE SYSTEM 2x0 COMPOSITE DECKING SYSTEM NOTE- VERIFY LAYOUT AND HEIGHT OF THE MODULAR BUILDING EAVE/GUN LER LINE, ROOF RIDGE AND FLOOR LEVELS AND VERTICAL BUILDING PROFILES PRIOR TO FABRICATION OF CANOPY STRUCTURE MODULAR BUILDING PERIMETER SKIRT; COORDINATE LAYOUT OF FOOTING SYSTEM AND COLUMN CONNECTION REFER TO STRUCTURAL SHEET 56 31 FOR CANOPY FRAMING AND FOUNDATION SYSTEM ASPHALT SURFACED GRADE WITH SLOPE TO SITE DRAIN SYSTEMS; SITE VER>FY GRADE SLOPE AND LAYOUT FOR TRANSITION TO SITE STEPS AND ACCESS RAMPS WALKWAY SECTION CUT NTS 2197,. D/.i:;� ` 1L 2 l 7 10 73 . REVISIONS: 09/10/19 1 CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS (9 O -J m W U Z Quu Z;it *cc �Q N a� 2 o P- E- wo t„.. N U z Ui z m O SHEET NAME FIRE SPRINKLER PLAN, NOTES, & DETAILS DRAWN BY: AD/MH DATE: 08/02/19 JOB #: 219108 SHEET NO: FP2 REFER TO NODULAR BUILDING HEIGHT VERIFY -AT HIGH POINT OF ROOF r- 0 •0 z +1-11-9 9 it co i- x a X SO - FORMED SHEET METAL RIDGE CAP SHEET METAL ROOF SYSTEM: EXPOSED FASTENER SYSTEM OVER CONT WEATHER BARRIER - REFER TO STRUCTURAL SHEET S6_61 FOR CANOPY FRAMING • SHEET METAL EAVE FLASHING 4•± MODULAR BLDG SHEET METAL GUTTER/DOWNSPOUT SYSTEM; REFER TO BUILDING ELEVATIONS FOR ROOF PROFILE/LAYOUT - AT DOWNSPOUT; VERIFY SIZE AND LAYOUT OF MODULAR BLDG GUTTER AND DOWNSPOUT SYSTEM MODULAR BLDG DOWNSPOUT SYSTEM; CONNECTED TO SUB -GRADE DRAINAGE SYSTEM 2x0 COMPOSITE DECKING SYSTEM NOTE- VERIFY LAYOUT AND HEIGHT OF THE MODULAR BUILDING EAVE/GUN LER LINE, ROOF RIDGE AND FLOOR LEVELS AND VERTICAL BUILDING PROFILES PRIOR TO FABRICATION OF CANOPY STRUCTURE MODULAR BUILDING PERIMETER SKIRT; COORDINATE LAYOUT OF FOOTING SYSTEM AND COLUMN CONNECTION REFER TO STRUCTURAL SHEET 56 31 FOR CANOPY FRAMING AND FOUNDATION SYSTEM ASPHALT SURFACED GRADE WITH SLOPE TO SITE DRAIN SYSTEMS; SITE VER>FY GRADE SLOPE AND LAYOUT FOR TRANSITION TO SITE STEPS AND ACCESS RAMPS WALKWAY SECTION CUT NTS 2197,. D/.i:;� ` 1L 2 l 7 10 73 . REVISIONS: 09/10/19 1 CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS (9 O -J m W U Z Quu Z;it *cc �Q N a� 2 o P- E- wo t„.. N U z Ui z m O SHEET NAME FIRE SPRINKLER PLAN, NOTES, & DETAILS DRAWN BY: AD/MH DATE: 08/02/19 JOB #: 219108 SHEET NO: FP2 • 2.2-1 l 2.2 B';2.2 Ci MOD 2.2B (2.2-D ) (2.2-E ) (2.2-F 2.1-6;;2.1-C! (2.1-D A ft2 for 2 REROUTE BRANCH AROUND COLUMN (2.2-2 i REROUTE BRANCH LINE -AROUND COLUMN ROUTE BRANCH OUND COLUMN (2.2-3`..... UP 3X TO MAIN FLOOR FIRE PROTECTION PLAN CRAWL SPACE 1/4"=1'-0" I I I I 4' 0' 1 2' DRUM DRIP DRAIN LOCATION FOR CRAWL SPACE DRY SYSTEM. Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Temperature Note 5.6 Viking VK300 Microfast 45 5.6 Upright 1/2 Quick 155°F Brass Total = 45 SYMBOLS LEGEND: LATERAL BRACE le LONGITUDINAL BRACE x PIPE HANGER P PIPE COUPLING I TRAPEZE PIPE HANGER 3" MAIN IS UNDER BUILDING FRAMING AND FRAMING FOR WALKWAY BETWEEN BUILDINGS. CRAWLSPACE SYSTEM TO BE INSTALLED ON SITE AND WILL AVOID BEAMS AND SUPPORTS AS SHOWN. BRANCH LINES ROUTE AROUND COLUMNS WHERE INDICATED. CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED. 7. CITY OF TUKWILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUT AREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. DESIGN NOTES: 1. EMERALD FIRE TO DESIGN AND INSTALL NEW DRY SYSTEM BASED ON NFPA 13-2016 AND CITY REQUIREMENTS. 2. BUILDING IS CONSTRUCTED WITH WOOD TRUSSES ANDA WOOD ROOF ASSEMBLY WITH INSULATION AT THE BOTTOM OF THE TRUSSES. 3. DESIGN DENSITIES AS FOLLOWS: ORDINARY HAZARD GROUP 1 MODS 2.2 SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT. 250 GPM ORDINARY HAZARD GROUP 1 UNDER MOD SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. 15/1950 SQ. FT. 250 GPM 4. EXISTING DRY SYSTEM AIR CAPACITY IS UNKNOWN. 60 SECOND AIR TEST WILL BE USED TO CONFIRM EFFICIENCY OF DRY SYSTEM ADDITION. 5. ALL DRY SYSTEM ROLL GROOVED PIPE TO BE SCHEDULE 10 BLACK PIPE. 6. ALL DRY SYSTEM THREADED PIPE TO BE SCHEDULE 40 BLACK PIPE. 7. THREADED FITTINGS TO BE BLACK CAST OR MALLEABLE IRON. 8. VICTAULIC GROOVED FIRELOCK FITTINGS TO BE FACTORY PAINTED. 9. ALL TESTING AND INSPECTIONS PER NFPA 13 AND L&I. Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2053ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 229.55gal TOTAL HEADS FLOWING 30 K -FACTOR 5.6 BASE of RISER (gpm) 1025.29 BASE of RISER (psi) 77.317 SAFETY MARGIN (psi) +42.937 (35.7%) 9 REVISIONS: 09/10/19 1 CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS 0 Ci CO LLI 0 2 U) ILI 2 E. tl‘ J < to W= ir O LJ V m O SHEET NAME DRAWN BY AD/MH DATE: 08/02/19 JOB #: 219108 SHEET NO: FP3 :1.21': :1.2 2' 1.2-3 11.2-8' 1.2-7; ALARM BELL BY OTHERS. Fl SYSTEM DEMAND AT i BASE OF RISER: f 7 5.53 GPM @ 69.63 PSI 12'-0 li MAINrORAI DISCHARGE '. LOCATION. T1.1 -A' MOD 1.1A' 1.1-C}-' .......... MOD1.1B 1.1-2 i 1.1-3: 1.1-41 60'-1'A 7.1-5 z MOD 1.1C MOD 1.1D "1.1 -H; --..-,,.,.J. ,1?4 2 a 'is" :1+�e 410 D Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire evention Bureau for conformance with current City --:ndards. Acceptance is subject to errors and iiissions which do not authorize violations of adopted .andards and ordinances. The responsibility for the .dequacy of design rests totally with the designer. :'ditions, deletions or revisions to these drawings after • ()is date will void this acceptance and will require a .esubmittal of revised drawings for subsequent approval. r-inal acceptance is subject to field test and inspection by the Tukwila Fire Prevention Bureau. -1 I Date: I`.1 _ / 0I By: 4 N..3X70 5:6....._....12:0 r AC VITY 71'-111/2 6'-101/2 35'-11 /2 MOD 1.2A /Nl ,1.2-B,/1 2-C? MOD 1.2B `1.2-3'i l2 -E; MOD 1.2C SITE PLAN 1"=10'-0" 12-F 1.2-G'; MOD 1.2D i j 1.2-H' 1.2-11 MOD 1.2E 1.zJ ` 1-24K; MOD 1.2F 1.2-L Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Temperature Note 1 Viking VK462 Mirage 120 5.6 Pendent Vs Quick 155°F White Concealer • Viking VK300 Microfast 78 5.6 Upright Vs Quick 200°F Brass ab Viking VK300 Microfast 114 5.6 Upright Vs Quick 155°F Brass Viking VK180 VK180 7 5.6 Pendent 1 Quick 155°F Chrome Total = 319 U WOOD ROOF JOISTS 24" O.C. 1.2 11.3-A'; MOD 1.3A 1.ae; 1.3 c; MOD 1.38 SYMBOLS LEGEND: '�--a LATERAL BRACE 11 LONGITUDINAL BRACE \ PIPE HANGER PIPE COUPLING TRAPEZE PIPE HANGER STORAGE W• TOILET 113 FLOOR JOISTS 16" O.0.,, 4 :1:fl'C1...Y�""` s�:xi....tcdYlil�:[td•;.�i9' LONGITUDINAL SECTION CUT 1/8"=1'-0" I i l .1 0' 2' 4' 8' EnSOY/Ram 1a -r o• 0.0- .0 D-Gra4o F . .2.5' P ;1.3-D. 7.3-E' MOD 1.3C O a to 4 Fire Permit Number 19-3-10 To schedule inspections call 206-575-4407 Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2094ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 458.34ga1 TOTAL HEADS FLOWING 24 K -FACTOR 5.6 TOTAL WATER REQUIRED 741.07 TOTAL PRESSURE REQUIRED 81.926 BASE of RISER (gpm) 491.07 BASE of RISER (psi) 66.581 SAFETY MARGIN (psi) +42.728 (34.3%) Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2034ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 458.34gal TOTAL HEADS FLOWING 31 K -FACTOR 5.6 TOTAL WATER REQUIRED 975.53 TOTAL PRESSURE REQUIRED 98.090 BASE of RISER (gpm) 725.53 BASE of RISER (psi) 69.634 SAFETY MARGIN (psi) +23.020 (19.0%) SITE PLAN IS DIAGRAMMATICAL AND FOR CALCULATION REVIEW PURPOSES ONLY. ALL UNDERGROUND WORK BY OTHERS. EMERALD FIRE TO START WORK AT FIRST FLANGE ABOVE FINISHED FLOOR. S/1 s+opz., klot Ivck:u.s cad, -42X24/2117:24A" FDC 4 / 5'-0 SYSTEM DEMAND AT SOURCE: 725.53 GPM © 98.10 PSI PLUS 250 GPM HOSE ALLOWANCE 130 PSI AVAILABLE 4 le -47) INSPECTORS TEST AND DRAIN LOCATED ABOVE CEILING. AFFIX SIGN TO ACT CEILING TILE FOR 1.3-F LOCATION OF TEST AND DRAIN. Trapeze Hanger Assembly Unistrut with Lags \ \ \ 318 Unislrut Nut Section Modulus Required for 4" Sch. 10 Pipe Spanning 2'-0" H 0.17. Section Modulus Of PS -200 Unistrut Is .20 Lag Screw? I/ PS -200 Unislrut-- i 318"AII -•-•• Thread Rod Run All Thread Rod -Tight to Pipe for Restraint Swivel Ring \ / Pipe PIV LOCATION NOTE: BRANCH LINE RESTRAINT REQUIRED EVERY 35'-0" AND ATTHE END OF EACH BRANCH LINE. RIGID ATTACHMENT RUN ALL THREAD ROD TIGHT TO PIPE-.." FOR RESTRAINT 53'-O :1 A4j7; SWIVEL SWIVEL =~ATTACHMENT "ALL THREAD ROD -S .r, 1 SPRINKLER PIPE,,-/ , HANGER RING ATTACHMENT SPRINKLER PIPE i I �. t 3/8'ALL _,._.THREAD ROD'- I j HANGER RING r. -.t.../ RIGID ATTACHMENT ALARM BELL BY OTHERS. BRANCHLINE RESTRAINT DETAIL Hanger Assembly Sammy Screw And Rod 3/8"A I Thread , Rod SwIel Ring, 2X10 Joist Sammy Screw Run All Thread Rod Tight to Pipe for Restraint Pipe HANGER DETAILS NTS NTS Hanger Assembly Sicb Sammy Screw Side Sammy Screew--- Run All Thread Rad Tight to Pipe for Restrain Swivel Ring 3!8"All - Thread Rod - Plpe 2X10 --Joist r� DESIGN NOTES: 1. EMERALD FIRE TO DESIGN AND INSTALL NEW DRY SYSTEM BASED ON NFPA 13-2016 AND CITY REQUIREMENTS. 2. BUILDING IS CONSTRUCTED WITH WOOD TRUSSES AND A WOOD ROOF ASSEMBLY WITH INSULATION ATTHE BOTTOM OF THE TRUSSES. 3.. DESIGN DENSITIES AS FOLLOWS: ORDINARY HAZARD GROUP 1 MODS 1.3 SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT. 250 GPM ORDINARY HAZARD GROUP 1 UNDER MOD SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT. 250 GPM 4. ALL DRY SYSTEM ROLL GROOVED PIPE TO BE SCHEDULE 10 BLACK PIPE. 5. ALL DRY SYSTEM THREADED PIPE TO BE SCHEDULE 40 BLACK PIPE. 6. THREADED FITTINGS TO BE BLACK CAST OR MALLEABLE IRON. 7. VICTAULIC GROOVED FIRELOCK FITTINGS TO BE FACTORY PAINTED. 8. ALL TESTING AND INSPECTIONS PER NFPA 13 AND L&I. VERTICAL SUPPLY TO SYSTEM IN , CRAWL SPACE BELOW 1 HP RISER MOUNT /AIR COMPRESSOR SPARE HEAD CABINET 1 RISER SUPPORT STANDS PER NFPA 13 SYSTEM DEMAND AT BASE OF RISER: 725.53 GPM @ 69.63 PSI DRY SYSTEM CAPACITY: 458.34 GALLONS CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 132016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10-0 FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED. 7. CITY OF TUKWILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUT AREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT. 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. Parts Legend Key Note Size Description Quantity 1 4 Valve, G -G Backflow (Butterfly) (M200) 1 2 4 Valve, G -G Check 1 3 4 Grooved Flexible Coupling 1 4 4 Valve, G -G Butterfly 1 5 4 Valve, G -G Dry Pipe 1 RISER DETAIL NTS LATERAL AND LONGITUDINAL SWAY BRACE DETAILS 1,4"X4"THROUGH BOLT TOLCO FIG. 906 SWAY BRACE MULTI FASTENER ADAPTER 1" BLACK STEEL PIPE (SCHED. (LENGTH NOTTO EXCEED 7-01 TOLCO FIG. 1000 PIPE CLAMP FOR SWAY BRACING BEAM 1/4'X1'/4' THROUGH BOLT TOLCO FIG. 980 NO THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. SPRINKLER PIPE LATERAL BRACING FOR MAINS UPTO4" %4'X4" THROUGH BOLT TOLCO FIG. 906 SWAY BRACE MULTI FASTENER ADAPTER 1" BLACK STEEL PIPE (SCHED. -. (LENGTH NOT TO EXCEED 7'-O") TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING BEAM z Cl) 1/"X1'/" THROUGH BOLT TOLCO FIG. 980 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. SPRINKLER PIPE LONGITUDINAL BRACE FOR MAINS UP TO 4" SEISMIC BRACING DETAILS NTS 1 thti�lplilji�q� ir , , �WYY/G�/,1 DROP CEILING TILE -- CEILING COVER PLATE �..... SPRINKLER HEAD FLEX DROP DETAIL NTS VICINITY MAP NTS 1 0 201 REVISIONS: 09/10/19 A CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS Z m O SHEET NAME LL DRAWN BY: AD/MH DATE: 08/02/19 JOB #: 219108 SHEET NO: FPI 1. 1 ALARM BELL BY OTHERS. CV 0.2-2; 1.2 4 SYSTEM DEMAND AT BASE OF RISER: f 7►5.53 GPM @ 69.63 PSI 12'-0 FIRE �d 143 Nn CEll1; MAIN DRAIN DISCHARGE LOCATION. (1.1- 60'-11/2 1.1-4 1.1-5 1.1-. MOD 1.1A j ', MOD 1.1B CHIEF 1'41 AniVI M. 2145 MOD 1.1C ......................... : IMOD1.1D ................................: DN 3X TO SYSTEM IN -. CRAWL SPACE. 1/2 3,-4 11/ 8'-7 L _ 1111 0 Neb cj;#11SHOW�(` 71'4111/2 6'-101/2 • I MOD 1.2A ' MOD 1.2B MOD 1.2C I MOD 1.2D FIRE PROTECTION PLAN MAIN FLOOR 118"=1'-0" I I I 0' 2' 4' 8' MOD 1.2E .I. I MOD 1.2F Sprinkler Legend Symbol Ordinary f- • up i• Quantity *, Type 03' ft2 Temperature Note 0 514 VK462 Mirage 120 5.6 Pendent .. p►htft2 pfd - White Concealer 0 ._,. VK300 Microfast iii GA O F s. 1/2 1,,,,,11 I• •• Rte• Viking ' Microfast ,, 5.6 •Q i Quick 155°F iit a Viking VK180 VK180 7 5.6 Pendent 1 Quick 155°F Chrome pripcpirIIV&1it • __-_I-_iii BASSROC1SI001 12411 f •• • _!d ! {i is �E -�� ER$ �� � O� ill • _n....___.. ZIT_ . � 628 "Pr.__;..-_ 0,,, 1E 4!Ii'.. 1I! • -A a //j ' fl 4 I '�,��•�•►i��s ate-"'.. [......._4 6iaahh. 4117P' N RRI rg0 r ' 7 0-1''-ir riv - 0, sa ril .."Tc!'.,.,,_ .., e1 Pr fili .4- Y .`+C " 1 1 I , Loss ® t,E__ QO 7I .. j '' �� ' .... , .„ �T6 • r 128 rikilt,;111•10," 906 Li 1091At: CORR., •�i`. - 1 .� GO 1261! 1 I `r..`i 44...1 • 43 1099;' ... ® � - - , Ail -7 908 ; .... - 444 -4 - ..- ' I .14 • t ' ' it r; .... X` [E I ; , :., . O 0. , . •S i 41/: sTOR;t -0° r 71'4111/2 6'-101/2 • I MOD 1.2A ' MOD 1.2B MOD 1.2C I MOD 1.2D FIRE PROTECTION PLAN MAIN FLOOR 118"=1'-0" I I I 0' 2' 4' 8' MOD 1.2E .I. I MOD 1.2F Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Temperature Note 0 Viking VK462 Mirage 120 5.6 Pendent 1/2 Quick 155°F White Concealer 0 Viking VK300 Microfast 78 5.6 Upright 1/2 Quick 200°F Brass A) Viking VK300 Microfast 11 5.6 Upright 1/2 Quick 155°F Brass a Viking VK180 VK180 7 5.6 Pendent 1 Quick 155°F Chrome Total = 216 • • 35'-111/2 1.2-L, 1.3-A' I MOD 1.3A i '• MOD 1.3B . SYMBOLS LEGEND: n--1 LATERAL BRACE LONGITUDINAL BRACE \ PIPE HANGER PIPE COUPLING TRAPEZE PIPE HANGER .........:..: MOD 1.3C ._.-(1.3-2 i ' INSPECTORS TEST AND DRAIN LOCATED ABOVE CEILING. AFFIX SIGN TO ACT CEILING TILE FOR ;1.3-F LOCATION OF TEST AND DRAIN. DESIGN NOTES: 1. EMERALD FIRE TO DESIGN AND INSTALL NEW DRY SYSTEM BASED ON NFPA 13-2016 AND CITY REQUIREMENTS. 2. BUILDING IS CONSTRUCTED WITH WOOD TRUSSES AND A WOOD ROOF ASSEMBLY WITH INSULATION AT THE BOTTOM OF THE TRUSSES. 3. DESIGN DENSITIES AS FOLLOWS: ORDINARY HAZARD GROUP 1 MODS 1.3 SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. 15/1950 SQ. FT 250 GPM ORDINARY HAZARD GROUP 1 UNDER MOD SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. 15/1950 SQ. FT. 250 GPM 4. ALL DRY SYSTEM ROLL GROOVED PIPE TO BE SCHEDULE 10 BLACK PIPE. 5. ALL DRY SYSTEM THREADED PIPE TO BE SCHEDULE 40 BLACK PIPE. 6. THREADED FITTINGS TO BE BLACK CAST OR MALLEABLE IRON. 7. VICTAULIC GROOVED FIRELOCK FITTINGS TO BE FACTORY PAINTED. 8. ALL TESTING AND INSPECTIONS PER NFPA 13 AND L&I. ROOF DETAILS: • R3DGE DETAIL •22A5.03 - EAVE DETAIL - 3t2A5.03 • RAKE DETAIL • 412A0 03 1' S' rrp • -• FORMED SHEET METAL RIDGE CAP SHEET METAL ROOF SYSTEM: EXPOSED FASTENER SYSTEM OVER CONT WEATHER BARRIER REFER TO STRUCTURAL SHEET 50_01 FOR CANOPY FRAMING "11 / SHEET METAL EAVE FLASHING l• 4`± MODULAR BLDG SHEET METAL GUTTER;DOWNSPOUT SYSTEM; REFER TO BUILDING ELEVATIONS FOR ROOF PROFILE:LAYOUT AT DOWNSPOUT; VERIFY SIZE AND LAYOUT OF MODULAR BLDG GUTTER AND DOWNSPOUT SYSTEM MODULAR BLDG DOWNSPOUT SYSTEM. CONNECTED TO SUB -GRADE DRAINAGE SYSTEM 2,0 COMPOSITE DECKING SYSTEM NOTE; VERIFY LAYOUT AND HEIGHT OP THE MODULAR BUILDING EAVE/GUTTER LINE, ROOF RIDGE AND FLOOR LEVELS AND VERTICAL BUILDING PROFILES PRIOR TO FABRICATION OF CANOPY STRUCTURE • MODULAR BUILDING PERIMETER SKIRT; COORDINATE LAYOUT OF FOOTING SYSTEM AND COLUMN CONNECTION REFER TO STRUCTURAL SHEET 5001 FOR CANOPY FRAMING AND FOUNDATION SYSTEM ASPHALT SURFACED GRADE WITH SLOPE TO SITE DRAIN SYSTEMS; SITE VER,FY GRADE SLOPE AND LAYOUT FOR TRANSITION TO SITE STEPS AND ACCESS RAMPS WALKWAY SECTION CUT NTS CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED: 7. CITY OF TUKWILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUTAREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT. 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2034ft2) TOTAL HOSE STREAMS REFER TO MODULAR BUILDING HEIGHT VERIFY -AT HIGH POINT OF ROOF T O 0 ao• +/- 11'-8112" VERIFY -RIDGE HEIGHT • 1111111 K -FACTOR 5.6 -• FORMED SHEET METAL RIDGE CAP SHEET METAL ROOF SYSTEM: EXPOSED FASTENER SYSTEM OVER CONT WEATHER BARRIER REFER TO STRUCTURAL SHEET 50_01 FOR CANOPY FRAMING "11 / SHEET METAL EAVE FLASHING l• 4`± MODULAR BLDG SHEET METAL GUTTER;DOWNSPOUT SYSTEM; REFER TO BUILDING ELEVATIONS FOR ROOF PROFILE:LAYOUT AT DOWNSPOUT; VERIFY SIZE AND LAYOUT OF MODULAR BLDG GUTTER AND DOWNSPOUT SYSTEM MODULAR BLDG DOWNSPOUT SYSTEM. CONNECTED TO SUB -GRADE DRAINAGE SYSTEM 2,0 COMPOSITE DECKING SYSTEM NOTE; VERIFY LAYOUT AND HEIGHT OP THE MODULAR BUILDING EAVE/GUTTER LINE, ROOF RIDGE AND FLOOR LEVELS AND VERTICAL BUILDING PROFILES PRIOR TO FABRICATION OF CANOPY STRUCTURE • MODULAR BUILDING PERIMETER SKIRT; COORDINATE LAYOUT OF FOOTING SYSTEM AND COLUMN CONNECTION REFER TO STRUCTURAL SHEET 5001 FOR CANOPY FRAMING AND FOUNDATION SYSTEM ASPHALT SURFACED GRADE WITH SLOPE TO SITE DRAIN SYSTEMS; SITE VER,FY GRADE SLOPE AND LAYOUT FOR TRANSITION TO SITE STEPS AND ACCESS RAMPS WALKWAY SECTION CUT NTS CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED: 7. CITY OF TUKWILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUTAREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT. 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2034ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 458.34ga1 TOTAL HEADS FLOWING 31 K -FACTOR 5.6 TOTAL WATER REQUIRED 975.53 TOTAL PRESSURE REQUIRED 98.090 BASE of RISER (gpm) 725.53 BASE of RISER (psi) 69.634 SAFETY MARGIN (psi) +23.020 (19.0%) H LUJ 1:e5 a- N w Ycfa I.L. CL� Ci 11.1 g fi fJ WN g FT;) LAI REVISIONS: 09/10/19 A CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS JOB NAME: SHEET NAME DRAWN BY: AD/MH DATE: 08/02/19 JOB #: 219108 SHEET NO: FP2 I REROUTE BRANCH LINE -- AROUND COLUMN 3" MAIN IS UNDER BUILDING FRAMING AND FRAMING FOR WALKWAY BETWEEN BUILDINGS. CRAWLSPACE SYSTEM TO BE INSTALLED ON SITE AND WILL AVOID BEAMS AND SUPPORTS AS SHOWN. BRANCH LINES ROUTE AROUND COLUMNS WHERE INDICATED. (1.2-1' (1.2-2 (1.2-3' I 1 2-4 (1.2-5 (1.2-6 (1.2-7 LOCATION OF VERTICAL SUPPLY TO RISER ROOM FROM UNDERGROUND. INSULATE AND HEAT TRACE THIS SECTION OF • 1.1-2) 11 1% (1.1-4) (1.1-5) / 1'-4 7'-11% V-11 • -10% 111 1'-0% 7.-111/2 1'-2% I t N (1.1,112) DRUM DRIP DRAIN LOCATION FOR CRAWL SPACE DRY SYSTEM '-71/2 8'-6 9-0 4.-0% 4.-01/2 , • • • 1' 1/2• 1,1/2 2-0 8'-6 , • I 51.0 3'-6 it) 1% I 0'-8% 9'- 0% . 9-11 - . /As 11/2 11 '-6 3.-6 8'-6 rtg.;P 8'-6 1# \t/ 8'-6 8'-6 tl 2.-98-61 r. 1W \ ku. C') • -10% f#:4 7.4 : e‘fl.• 9'-6 8'-6 1.-6% , 1% 1 1% 1% (6-79-2% I att% 90% 1% 6-- g-11 _ REROUTE BRANCH LINE --44•Zt (i.2 -i. • / / \ (1.2-13)(12-C) 11.2-D\ (1.2-E \ (1.2-F)(1.2-6) FIRE PROTECTION PLAN CRAWL SPACE 1/8"=1"-0" I I i 0' 2' 4' 8 (1.2-H)( 1.24 ) Sprinkler Legend Symbol VII'L. SIN !`• Quantity il Type Size Response Temperature . ............... © :'` (o.Q? .r"... 1.-2:1 ' ' ,t., • <.((...-,• ' '3r 103 5.6 41 ,..........,..,.... .... .......,....., :::::1:1.1i'::...i [,...:] 3 155°F Brass :,, . RERO LINEA COLU ' s•t,4 :: 3 ' ....,IA. 7'-4 H Li. '4' v- /9 N.- / ,-• .-..s- .-..b; ....... ...5% 2.-0 CO ,i 04 11 • II 1!I 11 t! - ., , 0) iCi !' .1i ..... _._._ II 3 00.-9% i ;- 0 i441 ;-.: zh ' ,... • " 9 •sg 1-l- •••;-; 7011-31i /,u',21'-Ot • b • t 9 [ CI N, .0' 1 c, .9 -3 -0 J 6.-512 . i.,, II tzti li ..1.•.' li .; :1 il li '4. . rili; - .o., I...'g ., • 81- F N v- ,'" 0 / cc;ili •„4„ b 10, 43., 4 ! V,:i RERO4TE LINEAROUND COLUIVN vi . t 1Z-0 BRANCH -; :t=t1. C2 L0 41 11 1:1- 114' d 0 ' I, er , CY-6% ?? - tr.,\`'.. 17 .. [j r I. V-10% . . 1., , N De- rip - >, .: • L:il . fil 1 1.-2% ) , L , E BRANCHr. OUND N - , • IV i r ;`;s4 . 8 /9 ''-e 110 CD' •4 0 I, g . 7 ...., il i. . 1 <•1 , .. ql 1 5 10,-,. 3 9 b'4I' e ,. „ I y •... 11/2 ,-; .t...1* ,,, , -2 H-- • 1 i II •, ..., o ..f.1 b 1 ,••• i 0: \ t 1 :f ; !..,..,. I i.".i Clt - E-,0 ; .c..., , q• el,k1 ,-- b l' , • . !I o ,,, ...,,m' L - • •, ,v.sz o •., (4,- , r IIii II P) .:.::a 11 1: T::1 • 1.1 :,g ' i ‘-712° : .sk4 ., ,-- , 'I . - t.. ' L.,. --i• c9 ,,. ... 1.if itE 11:I i. i,, pr 7T- !r• ..sls! b l'i; r- - i'• 61.. l• / k,. ....„. Ito ... 153, II[ 1:1• f••••••ttinIT1,,......„. L ,..11- s-1 ''"" „... 4 1 . I............ ,... 1 ?. li 1 •• 1[ ' 1, c,..i II l :. : :Iitri:L........ -4; 'Ai I: 7 , 1 en1 .:. , .., -,) II' ....41.1.,........., ' „ ' --..".•-.:-..- i / 1' 9 ' .E0 1 0 4:(? Ir 1..: -.....L.,- - I [ '''''' ...05 , I rI t, ------''''....r''/Z •:. 75) 0 / 0 II II !I . •: i \ / N I : . II II II It I \I I ) I II V II, 1 / ( (i.2 -i. • / / \ (1.2-13)(12-C) 11.2-D\ (1.2-E \ (1.2-F)(1.2-6) FIRE PROTECTION PLAN CRAWL SPACE 1/8"=1"-0" I I i 0' 2' 4' 8 (1.2-H)( 1.24 ) Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Temperature Note © Viking VK300 Microfast 103 5.6 Upright 1/2 Quick 155°F Brass Total = 103 / \ (1.2-J )(1.2-K) -•-••• AROUND COLUMN 3" MAIN IS UNDER BUILDING FRAMING AND FRAMING FOR WALKWAY BETWEEN BUILDINGS. CRAWLSPACE SYSTEM TO BE INSTALLED ON SITE -------- AND WILL AVOID BEAMS AND SUPPORTS AS SHOWN. BRANCH LINES ROUTE AROUND COLUMNS WHERE INDICATED. 3 5'-3 21 A , iil 4 988 .:g 10 01: ....., . ,.. r ° 0 • ,..„„,: Q41,, 7- . .1 ..-• i , ' irt •,' : g." ,1 II EC 4t 19 i -,2 i .--- - 0 I p IN0.15. 4- .g 7 f it f ..- e i :, , ,„,,,___ 21-0 R.I.Fr lied; r- il il il it ;i''' 0,7 !! ;I Il ii „ rnIft2 for 64f r••''4, 41 1 ti 990 11..t. '211 C. :•, ;.• ;".: i to 2 0 " ..., 4D 2 ..4.5 zjpor :de RI /II 0 ii) •, •,-; ,-- _,. t• .. . q, ..... 0 ,8.-2 11.4 1) ffi i•i• rdinary G'• fir 975 ..t! •, 0 5.6 943 953 96 • (3.2) ----- REROUTE BRANCH LINE AROUND COLUMN 978 991) SYMBOLS LEGEND: LATERAL BRACE 11 LONGITUDINAL BRACE \ PIPE HANGER PIPE COUPLING TRAPEZE PIPE HANGER .• 11.3-13 (1.3-C) (1 .3 - DESIGN NOTES: 1. EMERALD FIRE TO DESIGN AND INSTALL NEW DRY SYSTEM BASED ON NFPA 13-2016 AND CITY REQUIREMENTS. 2. BUILDING IS CONSTRUCTED WITH WOOD TRUSSES AND A WOOD ROOF ASSEMBLY WITH INSULATION AT THE BOTTOM OF THE TRUSSES. 3. DESIGN DENSITIES AS FOLLOWS: ORDINARY HAZARD GROUP 1 MODS 1.3 SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT .15/1950 SQ. FT 250 GPM ORDINARY HAZARD GROUP 1 UNDER MOD SPRINKLER TYPE: SPACING: DENSITY: HOSE DEMAND: STANDARD COVERAGE 130 SQ. FT. .15/1950 SQ. FT 250 GPM CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016. 2. UTILIZE FLEX DROPS TO FEED PENDENT SPRINKLERS. 3. ALL PENDENT SPRINKLERS SHALL BE PIPED ON RETURN BENDS. 4. DRY SYSTEM MAINS SHALL SLOPE 1/4" EVERY 10'-0" FOR DRAINING PURPOSES PER NFPA 13. 5. DRY SYSTEM BRANCH LINES SHALL SLOPE 1/2" EVERY 10'4)11 FOR DRAINING PURPOSES PER NFPA 13. 6. HANGERS, BRANCH LINE RESTRAINTS, AND SEISMIC BRACING SHALL BE INSTALLED AS DETAILED. 7. CITY OF TUKINILA DEFINES THE BUILDING OCCUPANCY AS ORDINARY HAZARD GROUP 1. GENERAL SPACING THROUGHOUT AREA BELOW CEILINGS SHALL NOT EXCEED 130 SQ. FT. 8. VOID ABOVE CEILING IS LIGHT HAZARD WITH COMBUSTIBLE OBSTRUCTED CONSTRUCTION. SPRINKLER SPACING ABOVE CEILING SHALL NOT EXCEED 130 SQ. FT. 4. ALL DRY SYSTEM ROLL GROOVED PIPE TO BE SCHEDULE 10 BLACK PIPE. 5. ALL DRY SYSTEM THREADED PIPE TO BE SCHEDULE 40 BLACK PIPE. 6. THREADED FITTINGS TO BE BLACK CAST OR MALLEABLE IRON. 7. VICTAULIC GROOVED FIRELOCK FITTINGS TO BE FACTORY PAINTED. 8. ALL TESTING AND INSPECTIONS PER NFPA 13 AND L&I. Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY (gpm/ft2) 0.15 for 1500ft2 (Actual 2094ft2) TOTAL HOSE STREAMS 250.00 DRY CAPACITY 458.34gal TOTAL HEADS FLOWING 24 K -FACTOR 5.6 TOTAL WATER REQUIRED 741.07 TOTAL PRESSURE REQUIRED 81.926 BASE of RISER (gpm) 491.07 BASE of RISER (psi) 66.581 SAFETY MARGIN (psi) +42.728 (34.3%) REVISIONS: 09/10/19 A CITY REQUIREMENT CHANGES 10/01/19 FPE REVIEW REVISIONS 2 CO 0 2 DRAWN BY: DATE: JOB #: AD/MH 08/02/19 219108 SHEET NO: FP3 0 25 50 100 SITE PLAN SCALE V=501-0" ,,` \ CA - SWAY BRACING THIS PROJECT IS ATENANT IMPROVEMENT, RED HAWK FIRE PROTECTION IS ADDING NEW SPRINKLERS TO ACCOMMODATE (2) NEW ROOMS AS WELL AS REPLACEMENT OF APPROXIMATELY 1184 STANDARD RESPONSE SPRINKLER HEADS THROUGHOUT THE GARAGE STRUCTURE. ALL SPRINKLERS BEING REPLACED TO MATCH EXISTING ORIENTATION, RESPONSE AND K -FACTOR. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. PIPE HANGER �� FLEXIBLE COUPLING �c.... RIGID COUPLING SCREWED CAP -4 SCREWED PLUG (i)6400 HYDRAULIC NODE �• LINE PIPE DESIGNATION LABEL I' 1\ 1�I OPERATIONS MODULAR BUILDING NEW DRY SYSTEM:10,380 SF ' 1 \ 1 CONSTRUCTION TYPE : V -B (WORK DONE UNDER SEPARATE PERMIT) , i \ I q O 11 ® r \ \ - MAIN PIPE DESIGNATION LABEL - - ,1F1 GENERAL NOTES HX)- GATE VALVE-N.R.S. (GV) -- OS&Y GATE VALVE (OS&Y) FLOW SWITCH (FS) ELECTRIC BELL WATER MOTOR GONG (WMG) -� CHECK VALVE SL FIRE DEPARTMENT CONNECTION (STANDARD) FIRE DEPARTMENT CONNECTION I II c-. PROPERTY 1 lli II a NV �\ \ . \ ' EXISTING PARKING GARAGE EXISTING DRY SYSTEM: 134,568 SF CONSTRUCTION TYPE :TYPES -2 I I 1 SPRINKLER SYSTEM DESIGN PER NFPA #13 (2016), 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED, 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13 (2018). 4. IN LOCALITIES SUBJECT TO RESPONSIBILITY 0 PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6. ALL BY ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE 7. 1" PIPING TO BE SCHD 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 1W - 6" PIPING TO BE SCHD 7 (EDDY -FLOW) WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE. m „ • �' - ARE HYDRANT pi l ,� , T '' \ _ , �'9 ', - 1• .y „ ' i i , r� , ______LJ_____I l,. 1\ 6"D.I. 8 GATE VALVE " J \ 1 ( cn 8" D.I. X FIRE DEPT. CONNECTION r 1 1 16" 8" POST INDICATOR VALVE I GATE VALVE 8" POST INDICATOR VALVE 1�� „ \\' ,�, � 8„ _, _ �� \ , 'u 8I. EXISTING FIRE DEPT. CONNECTION FOR PARKING GARAGE , _ -'cib D.I. D. . ;, , ! � -6- �-$ -� (FLUSH) FIRE DEPARTMENT CONNECTION (SIDEWALK) EXISTING FIRE HYDRANT NEW FIRE HYDRANT POST INDICATOR VALVE (PIV) i THRUST BLOCK TB 1 { \\ I \ 8" GATE VALVE & FIRE HYDRANT 1 \\ o \ ; `I PIPING UNDERGROUND SHOWN FOR 6" GATE VALVE d r-, `\ 1 \ '4 REFERENCE ONLY h `! 110" CITY MAINI----„.4 8" GATE VALVE ALL UNDERGROUND WORK TO BE �� " OTHERS �, 8 GATE VALVE � DONE BY D4 +,I 1 ` D I r 1 FLANGED CONNECTION CT‹ GLOBE VALVE 1-75 ANGLE VALVE - - - EXISTING SPRINKLER PIPING • SPRINKLER PIPING BY OTHERS 1 I FIRE HYDRANT' 1 1 S. 124TH ST BUILDING CODE ANALYSIS (I' VM BUILDING MODULARS 1 \ 6" GATE VALVE NEW DRY SYSTEM: $,810 SF \ & FIRE HYDRANT - - CONSTRUCTION TYPE : TYPE V -B (WORK DONE UNDER SEPARATE PERMIT) I! II NEW SPRINKLER PIPING BY RHFP SOUTH BASE EXPANSION - EXISTING PARKING GARAGE * x-xrs CENTERLINE OF PIPE TO BOTTOM OF DECK *x -X BB CENTERLINE OF PIPE TO BOTTOM OF BEAM OR JOIST � x -x FF CENTERLINE OF PIPE ABOVE FINISHED FLOOR 1. Occupancy classification and use, S-1 2. Building construction type. II -B 3. Applicable Code(s). 2016 International Building Code 4. Applicable Standard(s). NFPA 13 2018 5. 8. Actuaabu disng height. 281-0" 7. Building area in square feet. 87,000 SF (Per Floor) 8. Area of project in square feet. 134,000 SF (2 Floors) 9. Allowable area per IBC. 70,000 SF (Per Floor) 10. Area increase. N/A 11. Height Increase. N/A 12. Fire sprinklers. Yes 13. Type of sprinkler system. Dry 14. Fire Alarm. Yes 15. Smoke control system. No Y 16. Site cissa. C 17. Seismic design category. D 18. Occupancy category. II 19. SDS 1.01 20. SDI 0.49 21. SS 1.51 22. S1 0.57 0 ori V' 1 - \ io el \ \ ! I 1 \, \ w.•_,, . 6" POST INDICATOR VALVE ' +nx�. _ "r :';i , �` \ VEHICLE MAINTENANCE BUILDING I \ 1 __, NEW WET SYSTEM: 18,629 SF s , 6" D.I. NEW DRY SYSTEM: 2,114 SF �, 0 Without Comrr,e. rr 'I - CONSTRUCTION TYPE : TYPE V -B I I s 1 Noted1 ® As Not din Red \ ,, 6 GATE VALVE & FIRE HYDRANT D4 r r 1\ (WORK DONE UNDER SEPARATE PERMIT) i Per The , ttache4. Letter ter . I FIRE DEPT. CONNECTION ABBREVIATIONS 1.;y7e plans have bee. ---1 reviewed by The Tukwila Fire ,1 II -; 5' .hti n Bureau for conformance `:`d":i, current city - , s^cra;tis. Acceptance i:- subject to �`�'a`Ors and 1 . ---\ ' d = D .,ni; :,ions which i rl_ of , PcIt. Zi. ;1101 ze vivied o adopted 1 I • • i ' sr yards and ordinances. 1't�e resarr:sla�lii� F;�r the / �-I 6"GATE VALVE .,: t:quacy o design rests Orally with the d igger. 1\ \\ • A ter=- -I 6" GATE VALVE .2 d:'tions, deledocis or rev!.: -.1,:}P.5 to tress dra} il.g-s aster \ rn `, 1 � " �, .;,� •Q " --'-- ATR ALL -THREAD ROD CENTERLINE CTS CUT TO SUIT S SOCK -IT FITTING FDC FIRE DEPARTMENT CONNECTION FOC FACE OF CONCRETE FOW FACE OF WALL GALV GALVANIZED MT MECHANICAL TEE O.C. ON CENTER POL PIPE -O -LET RC REDUCING COUPLING SN GROOVED SHAPED NIPPLE SS STAINLESS STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE RN RISER NIPPLE DR DROP DN PPE DOWN UP PIPE UP THR THREAD r`is chic.. will V��d thi.; vcce,-ui.ance errd t.,till re?_fire ire j L .F s. _. a 1 _ t n r esu iittai of rv1�:sed ::; : ;s fcr 5::1Nsec .mt approval: S 1 FIRE HYDRANT FIRE HYDRANTc. f 1 t =ir�ai accere %- ;;�:d"�:> to flaiu task arra inspection = ,; , by \ 1 .y ire Tukwila Fire P eventian Bureau. t, ?' % : % = ; ; �' -1 5 I \ ' Date: i/ By:I �\ /" ' PROJECT HEAD COUNTS ,= = ; % / - \ �'�'1, /, .:= � / .7 Fire Permit Nurr}Uer ; %z zz/ I_ S - / / \ SYM TYPE MFG SIN # K -FACTOR THR TEMP FINISH CANOPY QTY i SSU TYCO TY3151 5.8 1/2" 200• BRASS N/A 4 `�-'• r• +, inspections \ To schedule call 206-575-4407 i\ �� / . / \ / \1 • \_ \\, ® SSU EXIST. EXIST. 6.8 1/2" 166• BRASS NIA 1184 TOTAL 1188 ,....„„..? PROPERTY LINE IL \ \ _____\ \ \\ UNDERGROUND NOTES , B 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2, PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TOTOP OF PIPE). 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. ALL PIPING WITHIN 6'-0" OF BLDG TO BE MIN CLASS 52 DUCTILE IRON. 5, ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 6. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT NOT THAN 200 PSI OR 60 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 7. ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT 4" 490 GPM 10" - 2,400 GPM 8" - 880 GPM 12" - 3,520 GPM 6" -1,660 GPM 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 11; ilf If �i I. 1h 11 IF 1 ) p �-I r 111 1 r 1 r I LEVEL 3 °9 522 ` 202 _ J�(RK ND 22'-1�/s" _ ® r REDMOND r� •I 1. ' ILESS 201 - 520 _ ..-=-:11• _ S20 �� _ CA R �^ EDINA LEVEL 2 1 -- BELLEVUE Alg , _ k • .. 202-4 �.,.,� 10'�/s" � � mmmommink. .••1) ' = �_ +� FALL '-' ' CITY EXISTING PARKING GARAGE AN EXISTING DRY SPRINKLER IS PROTECTED BY SYSTEM = PRESTON 1 _- LEVEL 1 -' SNo• E - 0 -�� ISSACtUAH -- -• �. VY 0'-O" XNTON PROJECT1111� ift, VICINITY ) 18 4SHON T WI • LAND G G% DES CA el 1 OINESO J MAPLE KEN VALLEY iiiiiiir 0 2 4 8 16 � -, .,, .- � (11:0SCALE BUILDING SECTION ifir liN, 1/8"=1'-0" I�� 4Etlo ,/'✓ AUBURN q BLACK ( DIA OND 7 . s ED H-AWK FIRE PROTECTION, LLC "15:4""" ***-64.1444\-, fifree Oilaffe 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 Fax (800j 591-4382 WA CO REDHAHF901 OP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP Signature Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: PROSPECT CONSTRUCTION 116 23RD STREET SE PUYALLUP, WA 98372 PM: CHRIS JANES Phone: 253-446-1600 Fax: 253-446-1601 Contract Name: SOUTH BASE EXPANSION 12400 E MARGINAL WAY S. TUKWILA, WA 98168 Drawing Title SITE PLAN, BUILDING SECTION, NOTES & SYMBOLS Key Plan GARAGE VM MO0D�ULARS VM BLDG OPS BLDG Date: November 14, 2019 Job Number. 80129 Designer: JAY KOLBE Building Permit: Drawing No. FP 0.10 0 0 Co 0 0 N i0 0 20.0 0 25.0 0 30.0 0 30.0 0 30.0 1 0 30.0 0 30.0 0 30.0 0 30.0 30.0 0 30.0 0 30.0 30.0 0 30.0 30.0 0 30.0 30.0 / / ./ / / / // / // / f / % /. / /' / / / / / / / / / i / /. /' / ! / / / / / / / / 0 a 0 25.0 20.0 0 / / , / // ,/ %/ ,.//"// ' / ! / '/i ' j/ / / //' -7,/' / ////' /// /! ,/ / // ///// / /;//, • // / ! / i //// ,// , / //! / '/J/// 2,//,/ • / ///// /// % / //f' ./ // // // // / / // / /// / / / / / f / / / / / / / // // / // / / / / ! / / / / // / / / RHFP TO REPLACE ALL (1184) EXISTING UPRIGHT SPRINKLERS / WITH NEW SPRINKLERS. NEW SPRINKLERS TO MATCH / / EXISTING K -FACTOR AND RESPONSE. EXISTING SPRINKLERS / ARE 6.6K STANDARD RESPONSE BRASS UPRIGHT SPRINKLERS. / // THIS OCCURS ON BOTH FLOORS. / ' / / /' //, / / /' / / // / / / / ! / �/ / ! // // / / / / ,/ / / / / ! / / /// / / / / / i / / / / /.i / _ tII / / , / / /' .' // / , i • / ,/ / // // /// / /' / // RHFP TO REPLACE ALL (1184) EXISTING UPRIGHT SPRINKLERS / //; - / / WITH NEW SPRINKLERS. NEW SPRINKLERS TO MATCH / ,/ / / EXISTING K -FACTOR AND RESPONSE. EXISTING SPRINKLERS / / ,// / ' ARE 5.6K STANDARD RESPONSE BRASS UPRIGHT SPRINKLERS. / /' ,//' // THIS OCCURS ON BOTH FLOORS. / / // / / , / / // / / / // / /// / / // / / . / f / 7// /' ..�.�. • - / /' i' / / /,: i /i/ // / // // / / ii / / / // / / / ! / // / / / ;,/ / /// / / // ,/ / / / / / / i// / / / / / fii/// ////// '/ // / / j / -/' //!i // / / //' / // / [ / ///il /2//////// / // // / / , / f , ,///; / / /!/ 'i /////// //• / / //// if/ %///// /; /!/ '/ '/%/ ;/% % / / 7/ / / / / / ' j // //// / /// // / / / 7/ /• / // / ! / ///// /' / %/. / // /,' /-/ / / / 1W BRANCHLINE —'/a" OUTLET TYPICAL UPRIGHT NTS 4 a °G HILTI KWIK HUS -EZ d J a 4 4 CONCRETE r] .3 a �a a 4 3/8" - 1/2" ALL THREAD ROD —�'` RING HANGER PIPE 1" - 8" HANGER -CQ HILTI KWIK HUS -EZ i7J .3 . HILTI 3/8" HDI -p-, (DRILLED) n 3/8" ALL THREAD ROD RING HANGER n .9 '2 G .3 CONCRETE '641 4 11111111 • HANGER - 05C CONCRETE ANCHOR HILTI 3/8" HDI -P / / / / //]/////////////////,/ // // / / / / Lt Cr. // / // , / /, / / /^,/ / /' 7"/ / GARAGE FIRE T.I. SPRINKLER PLAN — OVERVIEW eil tO /,o I/ / / ///////////// ly- 01 Op 0 4 00 00 li //// // ././/// EXISTING SPRINKLER SYSTEM TO REMAIN UNCHANGED U.N.O. RHFP TO REPLACE ALL EXISTING UPRIGHT SPRINKLERS WITH NEW SPRINKLERS. NEW SPRINKLERS TO MATCH EXISTING K -FACTOR AND RESPONSE, EXISTING SPRINKLERS ARE 5.6K STANDARD RESPONSE BRASS UPRIGHT SPRINKLERS, //;/////////// 5-0 15-0 TYP B.O. DECK 8'4W AFF (TYPICAL) 2 -01/8 TS TYP (dr - 106 2.6 CUT IN NEW 1W TEE 1% (.:1171% 106 4.8 2 30-0 4104Aid 0 30-0 GARAGE FIRE SPRINKLER T.I. PLAN - NEW ROOMS SCALE 1 /8"= 1 '-0" 304 / • 0 0 0 SYMBOL LEGEND - DENOTES AN EXISTING UPRIGHT SPRINKLER - DENOTES A NEW SPRINKLER HEAD MT - MECHANICAL TEE mow meta - REPRESENTS EXISTING SPRINKLER PIPE - REPRESENTS NEW SPRINKLER PIPE - REPRESENTS EXISTING WALLS - REPRESENTS NEW WALLS E D HAWK FIRE PROTECTION, LLC 5-ee *Yaffe 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER sysTams David Fox 0121-0409-C Level 3 Red Hawk Flre Protection, LLC Signature Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: PROSPECT CONSTRUCTION 116 23RD STREET SE PUYALLUP, WA 98372 PM: CHRIS JANES Phone: 253-446-1600 Fax: 253-446-1601 Contract Name: SOUTH BASE EXPANSION 12400 E MARGINAL WAY S. TUKWILA, WA 98168 Drawing Title GARAGE FIRE SPRINKLER T.I. PLAN Key Plan g: GARAGE OPS BLDG VM MODULARS VM BLDO Date: Job Number: Designer: Building Permit: November 14, 2019 60129 JAY KOLBE Drawing No. FP 1.10 12400 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 900-319 889-196 HYDRAULIC CALCULATIONS The Pace Group 5005 3rd Ave. So. Seattle, Washington Job_ _ RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Authority having Jurisdiction Occupancy Density Area of Application Coverage per Sprinkler — Washington Surveying ORDINARY 0.13 gpm/sq.ft. System type_ _ Wet Hose 150.0 gpm Inside 3000 square feet 130 SQUARE FT. MAX. Sheet Date 11/28/90 Job: ROC -13—W & Rating Bureau Hose, 500.0 gpm Outside Water Supply _ 120.00 psi Static, 20.00 psi Residual Demand _ — 57.08 psi @ 564.3 gpm @ B.O.R. 57.89 psi @ 1064.3 gpm @ Supply 111.37 psi available @ 1064.3 gpm Demand is below curve by 53.48 psi Sprinklers _ _ RELIABLE 5.62 WATERFLOW FROM WATER DISTRICT #125 Hose @ 4000.0 gpm TUKWILA FIRE DEPARTMENT Please cal: 575-4407 and givra this job No. 9'?c 3J7 adressfor shut- c...n or rescoration approval. Sheet Z of 9 The Pace Group Description of Fitting abbreviations Code Description T Tee LTE Long turn ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve B06 Backflow: Febco Backflow Model 805Y GV Gate valve UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length ROC -13-W 11/28/90 11:05am Sheet 3 of The Pace Group Sprinkler Systems Hydraulic Flow Calculations RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel 1 DRi 1.049 0.6 5.62 7.71 -0.60 0.0 120 20 2 BL1 1.442 10.0 DR1 0.00 0.00 0.0 120 20 3 BL1 1.682 I0.0 DR1 0.00 0.00 0.0 120 20 4 BL1 1.682 10.0 DR1 0.00 0.00 0.0 120 20 5 BL1 2.157 10.0 DR1 0.00 0.00 0.0.120 20 6 BL1 2.157 10.0 DR1 0.00 0.00 0.0 120 20 7 BL1 2.067 3.5 DR1 0.00 0.00 0.0 120 20 iT 8 BL2 2.157 10.0 DR1 0.00 0.00 0.0 120 20 9 BL2 2.067 6.5 DR1 0.00 0.00 0.0 120 20 iT 10 BL3 1.442 8.0 DRI 0.00 0.00 0.0 120 20 11 BL3 1.682 10.0 DR1 0.00 0.00 0.0 120 20 12 BL3 1.682 10.0 DR1 0.00 0.00 0.0 120 20 13 BL3 2.157 10.0 DR1 0.00 0.00 0.0 120 20 14 BL3 2.157 10.0 DR1 0.00 0.00 0.0 120 20 15 BL3 2.067 3.5 DR1 0.00 0.00 0.0 120 20 iT 16 CMA 3.260 12.0 BL1 BL2 0.00 0.00 0.0 120 20 17 CMA 3.260 12.0 BL1 BL2 0.00 0.00 0.0 120 20 18 CMA 3.260 45.0 BL3 BL2 0.00 0.00 0.0 120 20 19 BU 3.260 42.0 CMA 0.00 0.00 0.0 120 20 20 BU 3.260 60.0 0.00 0.00 0.0 120 20 LVE 21 BU 3.260 60.0 0.00 0.00 0.0 120 20 iT 22 BU 4.260 15.0 0.00 0.00 0.0 120 20 1VT,2VE 23 RI 6.357 12.0 BU 0.00 12.00 150.0 120 20 1ALV,IT,IGV,1B06 24 UG 8.270 350.0 RI 0.00 0.00 0.0 140 16 1UT1,1GV,1LTE 25 UG 0.000 0.0 0.00 0.00 500.0 120 16 ROC -13-W 11/28/90 11:05am Sheet of The Pace Group Sprinkler Systems Hydraulic Flow Calculations RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 _____= A 0.6 PT 7.71 1 15.6=5.62(7.71)^.5 F 0.0 PE -0.26 (EL= -0.60 ft) 1 15.6 1.05 T 0.6 0.08223 PF 0.05 5.79 PT 7.50 2 81 Jct K -factor for drop 1 = 15.6/(7.50)^.5 = 5.70 at Hyd Ref Pts 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ROC -13-W 11/28/90 1 1: 05am The Pace Group Sprinkler Systems Hydraulic Flow Calculations Pipe Flow Dia No (gpm) (inch) Branchline No. 1 2 RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Fitting Length Fr Loss and Dev (ft) (psi/ft) 15.6=5.70(7.50)^.5 15.6 1.44 15.8=5.70(7.67)'.5 3 31.4 1.68 16.1=5.70(7.97)^.5 4i 47.5 1.68 16.7=5.70(8.62)^.5 5 64.2 2.16 17.1=5.70(8.96)^.5 6 81.3 2.16 17.5=5.70(9.48)^.5 7 98.8 2.07 A F T A F T A F T A F T A F T A F IT T 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 3.5 10.0 13.5 0.01745 0.03004 0.06460 0.03363 0.05199 0.09185 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Sheet S of 9 Press Hyd Vel (psi) Ref (fps) 7.50 2 0.00 Notes C = 120 DR1 0.17 3.06 7.67 3 DP1 0.00 0.30 4.53 7.97 4 DR1 0.00 0.65 6.85 8.62 5 DR1 0.00 0.34 5.64 8.96 6 DP1 0.00 0.52 7.13 9.48 7 DR1 0.00 1.24 9.44 10.72 16 Cross main Jct K -factor for branchline no. 1 = 98.8/(10.72)".5 = 30.18 at Hyd Ref Pts 16 17 Branchline No. 2 15.6=5.70(7.50)^.5 8 15.6 2.16 15.6=5.70(7.52)^.5 9 31.2 2.07 K -factor for A F T A F 1T T 10.0 PT 0.0 PE 10.0 0.00246 PF 6.5 PT 10.0 PE 16.5 0.01091 PF PT 7.50 8 0.00 0.02 1.37 7.52 9 0.00 0.18 2.99 7.70 16 branchline no. 2 = 1.2/(7.70)^.5 = 11.24 at Hyd Ref Pts 16 17 18 C = 120 DR 1 DR1 Cross main Jct ROC -13-W 11/28/90 11:05am The Pace Group Sprinkler Systems Hydraulic Flow Calculations RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Pipe Flow Dia Fitting No (gpm) (inch) and Dev Branchl ine No. 3 15.6=5.70(7.50)^.5 10 15.6 1.44 15.8=5.70(7.64)^.5 11 31.4 1.68 16.1=5.70(7.94)^.5 12 47.4 1.68 16.7=5.70(8.58)^.5 13 64.1 2.16 17.0=5.70(8.92)^.5 14 81.1 2.16 17.5=5.70(9.44)^.5 15 98.6 2.07 Sheet % of q Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 8.0 PT F 0.0 PE T 8.0 0.01745 PF A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 3.5 F 10.0 1T T 13.5 PT PE 0.02998 PF PT PE 0.06442 PF PT PE 0.03352 PF PT PE 0.05182 PF PT PE 0.09154 PF PT 7.50 1.0 0.00 0.14 7.64 11 0.00 0.30 7.94 12 0.00 0.64 8.58 13 0.00 0.34 8.92 14 0.00 0.52 9.44 15 0.00 1.24 10.67 18 K -factor for branchline no. 3 = 98.6/(10.67)^.5 = 30.18 3.06 4.53 6.84 5.63 7.12 9.43 Notes C = 120 DR1 DR1 DR1 DR1 DR1 DR1 Cross main Jct ROC -13-W 11/28/90 11:05am Sheet 7 of The Pace Group Sprinkler Systems Hydraulic Flow Calculations RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A C = 120 A 12.0 PT 10.72 16 BL1 + BL2 135.6=41.42(10.72)-.5 F 0.0 PE 0.00 16 135.6 3.26 T 12.0 0.01795 PF 0.22 5.21 A 12.0 PT 10.93 17 BL1 + BL2 137.0=41.42(10.93)^.5 F 0.0 PE 0.00 17 272.6 3.26 T 12.0 0.06529 PF 0.78 10.48 A 45.0 PT 11.72 18 BL3 + BL2 141.8=41.42(11.72).".5 F 0.0 PE 0.00 18 414.3 3.26 T 45.0 0.14170 PF 6.38 15.93 PT 18.09 19 Bulk Jct K -factor for Cross main A = 414.3/(18.09)^.5 = 97.40 ROC -13-W 11/28/90 11: 05am Sheet 8 of q The Pace Group Sprinkler Systems Hydraulic Flow Calculations RIVERTON OPERATIONS CENTER 12400 EAST MARGINAL WAY SOUTH Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 42.0 PT 18.09 19 CM A 414.3=37.40(18.09)^.5 F 0.0 PE 0.00 19 414.3 3.26 T 42.0 0.14168 PF 5.95 15.92 A 60.0 PT 24.04 20 F 6.7 PE 0.00 20 414.3 3.26 1VE T 66.7 0.14168 PF 9.45 15.92 A 60.0 PT 33.50 21 F 20.2 PE 0.00 21 414.3 3.26 1T T 80.2 0.14168 PF 11.36 15.92 A 15.0 PT 44.85 22 F 39.0 PE 0.00 22 414.3 4.26 IVT 2VE T 54.0 0.03850 PF 2.08 9.33. PT 46.93 23 Top of Riser Riser C = 120 A 12.0 PT 46.93 23 Top of Riser 150.0 gpm = Hose F 69.2 PE 5.20 (EL= 12.00 ft) 23 564.3 6.36 IALV 1T T 81.2 0.00971 PF 4.96 5.70 1906 = 4.17# 1GV 1906 PT 57.08 24 B.O.R. Under ground C = 140 A 350.0 PT 57.08 24 B.O.R. F 49.5 PE 0.00 24 564.3 8.27 1UT1 1GV T 399.5 0.00203 PF 0.81 3.37 1LTE PT 57.89 25 Supply Jct Hose = 500.0 gpm at Hyd Ref Pt. 25 for a total flow of 1064.3 gpm. Available flow at 57.89 psi is 3092.1 gpm which is 2027.8 gpm from curve. Supply pressure available with 1064.3 gpm flowing is 111.37 psi, thus system requirement is 53.48 psi below supply curve. (48.0%) z ROC -13-W 11/28/90 11:05am (WO) Moll 3 m m cos L�1 m 3 w m m 3 Sheet '7 o f Pressure (PSI) Static = 120.00 psi, Residual = 20.00 psi at a flow of 4000.0 gpm. Demand at F°<S = 57.08 psi with 564.3 gpm flowing. System demand = 57.89 psi with 1064.3 gpm flowing. Pressure available = 111.37 psi when 1064.3 qpm is flowing. Demand is below curve by 53.48 psi. (48.0%) 1 Water Availability Curve (gdyab S8'T N) 90455 H HANGER LEGEND A "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD -...+0 1... 743�o H SIDE BEAM BRACKET K SHORT CLIP L "L" ROD 61; M MACHINE; THREADED ROD N TOGGLE NUT R WEDGE ANCHOR MEMBRANE I;aof OM l,T, WT,' CGhlc,, ptil IZIt,IP' fNISUL. oN METAL GIC o .1 Z -r EL JsT. _y_______\___/ ro v N.�c4 • NJ --� FLOOK. "'I'S"SL) P Act' V11.. cot., -T i 1 � L_L L J i_1_Ll_.J L.A. TTT FITTING LEGEND MEYERTECH F VICTAULIC "FIT" M MICHIGAN "SLIP -LOW' P PIPE -O -LET SHAPED NIPPLE. Z ITT GRINNELL "EASE -TEE" • "I-11.. 2 • WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE n STRUCTURE • TO CENTER N LINE OF PIPE IN ` INCHES i3011,1" v P leXOr I N ca nnl PLY LOD OI -.I ZK `41'IFFNE(eS IN1O '1)414 F'UtUNS Ill TO C,ILV-LAM F3MS re --1 I 1 NSUL., r1.01 19th 4.6'' i , o r4E, <\ 'SPRINKLER' LEGEND rl Cow.. )4 LCL 17 SPRAY 4 32 ONG-. St-AeS CIJ CaItA.I:+e YL//*--// TEMP. RATING c: -R o 7 EGrtION. sGAL.E, A,"- 11 -0" SPRINKLER ORIFICE SIZE. TYPE & FINISH I/Z" MoD 4 HOPS., Ste/ ", DRY II—Mt) Saki h" DICY 95° 51DevALL LISTED FITTED NOTES I. ALL. 5RANIGVILINES oN Z�'° r Icor; WARE- � f-I-ro PSE HU1•I(,i +44T jZ d AP F 2r ALL aRo1 i FL.G'Oe To I e I ,• 3'-6." u,o•N, 3. 41"L GEILINca 1-{EIG.HT'y 4 2! c" U.6.1v. VVAENou 5 SECOND FLCO b 'I. TOTAL PLIF•-c-rolt GNF_CX \JAWS , 2" 0,54s? G ITE' VALVE , (o"x Z%s' I= I RE DEPT, CoNNIL4.310KI 1•IOI A Mca ,-)1. 5(0.4 rE-Mo'TE. ArztA .2.d/ 2oav w191I -TYPI 6xitir KAI1.1IER. OPERATION CTK. w/ A� SCUTI- 12,41-111 ST. • NEN/ k1(a ADD ITI Oh•1 w/ A9 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS 2. PIPING DIMENSIONS ARE ~ CENTER . TO CENTER EXCEPT RISER & • DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5. 4. PIPE HANGERS AND METHOD OF HANGING TO. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-15. " 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-1. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, SECTIONS 3-12 AND 3.13. 7. OWNER TO PROVIDE ADEQUATE HEAT. TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. ALL WIRING OF ELECTRICAL bEVICES (IF REQUIRED) TO BE PROVIDED BY CY•Tuf_fZS. 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF, PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY O-rIE.IZS PIPE NOTES I. IMPotT SGFI+ 10WIPE °: MS ACCEaTia6LE. 2. orrice AdezA, I N Ke.NOvATED W4,,te (- OU ARF 15 CA CV LATE- .w GTPM O.'( z000 SG, FT 1'f E P L -AH rLO A) TEST DATA STATIC! I1 P51 DATE : �I I /`1/SS REFIDOAL,:' 5$ P1/4J1: 1= LOvJ I IJCa 1145 Gf'M UNpERC-oCOUIJb MOTES 1, PIPING IS TO t}E 11,45-rA1-1-EG WITH. KOPPO-Ra ASID/crt 13L.OcK.INC4 4ND IiE F1rVSHtD 'rE.,STe,D IN AcccitoANLE.. WITH Nr1''A ST,AI4De,RZD5#13'ti'`29, z, MINIMUM r. V IZ Y : 5 FLET 6I;L.0 W C-1KA pE 3, W ORMALI) ST#.IZT Pow -T. 5-1-0" OU -T F , ,ALL U.G. rAvr 5".0" C.J1 oTHE25, REVISIONS MK DATE BY AR.Y GFIA�'L+IES. m4 1181 ADD $1,.1ISIIJ VAULTS, 'r2ivo3439 ACCEPTS WITHOUT COMMENTS. C AS NOTED IN RED E. PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of " ukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will sed drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: //—'7 '/ BY: ' (cam :::... CITY OF TUKWILA 575-4407 CONTRACT WITH: •Z 'rO SO, C.404 44-1 ' T, sEA'tit , WA, TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. e547-19;6 I. ALL 13RAN4I# L.I We, HANC15,M. CN IrI M FLGL'�I�. WARE}Kx>,'' T© I,E 340 D UNLESS oTHERw1 SE NOTE:). Z,AL•L GEILLNLaI HEI(a 115 = 9=o U,O,N1 3, ALL BPANGHL-INES Isx F- LI�,'WAR6NoLs. To Fit✓ 441)NCI All 947" oaF' 1, ALL PK.OPe., ,-OE4i' F;LCoe -T t7 l,E. k (0-9) VAN SAY CONTRACT NAME: (.AIN$ OFATIONs 12400 E, MARGO' 1 NAL WAY S o 5 EATTL•E, WA; 9'617-4 and exact address for shut down or restoration approval. .JOB .�v I,p06. GA5`51'f"i' `1 - ,)015 PffONE,'?�,+•»�'9�" WORMRLD FIRE SYSTEMS 11C7G PNS CAM', -rAcoMA tA/A'' 9 b97.41 92Z- 64/44 WA. ST. CONTR. LIC. N0. SE-NT-RA-S314KR CA. ST. CONTR. LIC. NO. 320376 • 12400 E MARGINAL WY S 89-S-196 DESIGNER .J 15WA`f 7e DATE, 2/14fbco SHEET 1 OF , L 6711-17 ep>,/ + i n 4, bi �t r vnni J g 4 __ to MIN s "'AN i ++T—,.,.rte... «,,•.+ w.,.w,- PIPS b SIZE `C BEND 45° BEND 221/2 BEND, TEES ' PS A 15 A 5 A S S" 20 15" 15" : 12' 15" 12" 20' 15" a NOTE I BEARING AREAS ARE IAO ON 223 PSI TEST PRESSURE AND A SOIL. RESISTANCE OF 2000 PSP .e_ WAAK SOIL 1LE$,S TH/g4 2000 PSF RESMIANCE IS .144 PLAN AT BENDS TILT A t1 PLAN AT TEES 18 M I N..j10' C IPP€ p 14, 1 All St h SECTION AT BENDS $ TEES r (a� PAVED AREAS -E.wC•OuNrEREfl-~T E =coN-r zAeroR--=S+1A ---INCRtrr -E 1E WARN* AREAS SNOw.J ON "R. TEST' OR OPERATINC, FOR THRUST BLOCKS SHALL. CAST ALL. TNRL.Sr BLOCKING Sod- 6K1cRare_At.oclut46 HAVE A MINIMUM OF " 'He FITTING THRUST BLOCKS FOR WATER MAINS I/r4 SDUARE Poor BEARING, ,s6Anasr TO PREVENT MovEMENT PRESSLRES CCE Be f IL 2000 P51 AGAINST FIRM uNoSTUReE0 ra GROUND AREAS FINISHED rS ADE AS meati g req t f th 8 jbeet( nIresult i t proved rat A pt submitted nd for construct) d occu insral s' on subject to inspecten f f 1 FINAL BACKFILL COMPACT TO 95 /o MAX DEN5ITY In t d pt nc I t i Iy t d b d t pf t They of t g d y y p th q t 4r th d j d I g tt 11 pp rty It t ect pg bd tp �1 ' ' nth t Q 1) reP,o212.66. 414S% SSi, -rpm ►'-'•'•'. s Sty-•;+�; 1► b Its►yam ve _ S.6414,,111 ,:.111 �■iE.=11j�i�i�i. •.► A 11 11111111!MAr1I1111111111catilniciiisiciZI;I: 111...i1 A..TERNATLL TRENCH EXCAVATION GRANULAR. EACKFlLL. MATERIAL RACE, IN Co UFTS 61D I o ABOVE, PIPE COMPACT TO ' 57 MAX DENSITY SO" MIN 6'c6PIPE PIPE DEDDINC, AL_LER MATERIAL. 55/ $XTENSION IECE AS F_QUIRED NOTE moo< DENSITY I GRANULAR BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF $ECTIoW S-0312.(3) OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2 PIPE BEDDINC MATERIAL' SHALL MEET THE REQUIREMENTS OF SECTION 9 3070)4 0 THE 1fSHINGTON STATE DEPARTMENT OF TR'ANSIORTATION STANDARD SPECIFICATIC►i� t r WATER LINE TRENCH NT5 LEGEND CB (EXIST) RIM EL 25 4 -- all --` MU MI — MU UTILITY LINE TO BE REMOVED -Si 12, SD ----i F-- 3 w ------{ F,••••••••••••••••••• 8 55-----� S -----C3 STORM Dle'AI N WATER LINE SAN I TA KY 5 E‘VE NEW CATCH 13A S I N f NEW MANHOLE. c © t s O cL__r s EXISTING CATCH SASIN EXISTING MANHOLE CLEANOUT THRUST BLOCK GATE VALVE PIPE MATERIALS WATERLINES 8"4) DUCTILE IKON CLASS 52 3",1) ASTM C88 TYPE K COPPER TURING OR PVC 5CH EDULE 40) ASTM D1785 SANITARY EWA./ER 6'4) ASTM C14 CL3 CONCRETE PIPE OR ASTM C76 CL III CONCRETE PIPE OR ASTM D&3, ASTM D3034 SDR,, 3 5 PVC STORM Co 04124) ASTM C141 CL 3 CONCRETE PIPE OR ASTM C7a, CLUI CONCRETE PIPE I 11` Ceb(EXIST) RIM EL 251 IE2IG 4 *11,-� te.,, ..« _ M ., ,..., S I l 21'11" %x fi' P cC COLLAR REJNFw/2*4 EA WAY e. UNPAVED AREAS LENGTH A5 REQUIRED CITY OF TUKWILA VALVE eoc, RIGH 5TAADAIeD oR EQUAL CAST IRON VALVE BOX FOR 8i1 PIPE OR LESS NT5 fi i 4 144444 PRECAST CONC BASE UNIT --- ti { NOTE ft .444 V' 444949,4101440,491 w ... ti l .42'0 v .r "N+ im r ro trim f.� I ^t 4' 0" ) d 'war Trh T tt�.,k11 r 4 rt s)L i 7, I 4 l �b 1 E I — 4ti FINISH GRADE ADJUSTMENT SECTION (LEVELING BRICKS OR. GRADE' RI 1 ) { 7M1441107*+ 1 TYPICAL MANHOLE 1 **7 ^'w'4' Y o" •tar TO • MANHAt EIE EVERY 10' 00A4 Tt14 �_ e4,1' ktek MORTAR DAM TEE'c. Z 2 MIp11, r •4t 4 MIN I • SEC A -A ONE- LENGTH OF DUCTILE IRON Pipe ('CLASS 5o) TO 54LID BEARINGS WHEN SPAN COMPACTED SELECT BACKFILL (TYP) MH FRAME GRATE SHALL-- CONFORM HALL_CONFORM TO WSDOT °STD 4 PLAN B 23C 1' CAST IN PLACE CONC GUTTER CHANNEL i r I, Co GRAVEL. DE.DDINo C� SAITARY SEWER MANHOLE NTs{ ALTERNATE TRENCH eXCAVATION rr FINAL BACKFIli COMPACT IN 9'MAX LIFTS IN UNPAVED AREA, 8 IN PAVED AREAS COM PACT TO 95 htl / MAX DENSITY 140 + 44 1;*4 *4*. 40, • IS.It.,4 rits.4,A 44:031',7-1-,Ii's„.. HAND COMPACTED ZRANULAI? 5ACK.FILL C. MAX LI FT5 COMPACT TO c).54 MAX DENSITY SPRINGLINE PIPE BEDDING MATERIAL COMPACT 113 954 MAX DENSIT4( PIPE OD SEMER PI PE(' TRE'NCH SECTION NTS 14It4 TRENCH NOTE MATERIAL REQUIREMENTS sEE WATERLINE TRENCH 1 1 co IE 25 5 DETAIL ON THIS SHEET EXISTING BUILDING MANHOLE RIM EL 251 MANHOLE RIM EL (MATCH E IE 18 0 1371 8 55 [ TYPE 1 NEW CATCH BA....s1t4 (REPLACE EXIST) r RIM EL 24 3.t. NTO-I EXIST 1E 21 9 CAP WATER LIN". MANHOLE c RIM (MATCH FINI CRADE) 1E 16) 65 NEW cLEANOUT CONNECT TO RAIN LEADEK NEW CLEANOUT JOIN TO EXIST EXIST CATCH 13A..)INI 1E 20 7 RIM EL 233 3 4) GATE VALVE BOX TAP EXIST WATER L NE CB RIM EL 22 6 1E 20 C13 (EXIsT) (NEW 8 4) WATER TO EXISTNALVE EAST tANRGINAL. \NAY SO MANHOLE (EXIST) PROVIDE DROP CONN PER DETAIL UTILITY PLAN „It 30 TYPE I CATCH EASIN (NEW 'WATCH EXIST GRADE) TYPE I CATCH BASIN CREPLA,CE EXIST) RIM EL 25 02 LE 21 7 NOTES I CONTRACTOR TO VERIFY UTILITIES PRIOR TO BEGINNING CONSTRUCTION CONTRACTOR TO COORDINATE WITH WATER DISTRICT SEWER DISTRICT TELEPHONE COMPANY, GAS COMPANY' AND ALL OTHER UTILITIES AFFECTED BY CONSTRUCTION FOR FIELD LOCATION OF EXISTING 2 3 ALL WORK SHALL CONFORM WITH ary OF TUKWILA 4 PROVIDE lb MINIMUM SEPARATION FOR WATeR AND CoNTRACTOR To NOTIFY OWNER 48 HOURS MINWUM PRIOR To ANY UTILITY ouTAGes RE.MOVE UNUSED EXCAVATED MATERIALS FROM Sim IN PLACE c 1:10 BNC3 i\" iypicAt. MANHOL FOUNDATION coNsTRUCTION 'CONC 61CASED DROP' CONNECTION NOTE ALU -PIPE EXCE PLIcTILE IRON PIPs SHALL es CONCRETE -- ENCASED NTS FRAME W/GRATING CONCRETE COLLAR PRECAST EX-M*4510N AS L,ILJIRED 1NLET/OUTLET PIPE CAT4H FUSIN, F.R:v,e C4 To c4A-TAE 51.4.4 NOTE LL CONFORM ToYP AL 1CATCH BASIN SQUARES 1/841 HIGH A5 INOIcATED PLAN CAtT IRON FRAME COVER PIPE AS SPECIf IED fid4 pi row Al CONCIlteTh COLLAR 14%40 -14 40•44 1.1144r 640400 coNc FII3ER, JOINT PACKING 45 ELL DIAMETER PEK RAN 11 r(PE HiCirSCR. E r a a se T.—PIPES CONTINUES AT IE PER PLAN SOME LcCATIoNS TUKWILA FIRE DEPARTMENT !lease calI,,575 4407 TYPICAL \SEWER CLEAN OUT *act address for shut o n or restoration approval 'USED FoR I2ACKFILL FROM RAIN WATER OR OTHER SOURGE5 OF WATER NON GIVANULAR EXCAVATED MATERIALS EyroseD TO RAIN SHALL NOT BE USED FOR BACKFILL 12400 E MARGINAL WY S 3 1900 011141.0, .0.11111, COPYRIGHT Ca IPS THE CALLISON rturiNERSHir \71.\-7, +r• > r• +8fJK Air+sti ..t` 4 1 19411, • S81tt1 4 • Callison Progranvning Planning Intenor Design Surto 2400 Seattle. Washington 98101 (206) 623-4646 FAX 206-623-462S ert RECEIVED NOV 21'1990 THE PACE CROUP 950 Sixth Avenue Surbe 200 San Mega California 92101 (619) 232 3233 VAX 619 232 3337 The Yea. eneenhee oleeeleee. ANDEFIElahl EIJORNOTAD CONSULTING ENGINEEAS SEATTLE WA 98118 4-4 C 2063 (285 —1185 II REVISIONS 111211121111= N bat It 8,15 90 49V/0 ODMITT;44--- • WITHOUT COMMENTS ""--- R TH ATTAC IED LETTER date twl:11 .livniot it tt e 7 I It a t s' CITY OF I WILA 5/5 44W a APPROVALS 1111=1=111=011t=== Pr ject Architect LEE • w Check d App oved .0.1)3RA7.474,44, 44:60. Racist etlo III SHEET TTT1E 1====aNtAJC:= SITE UTILITIES Jed No IS SHEET 106 D to