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HomeMy WebLinkAbout17212 51st Ave Ne Ste 104_BLD6137_2025 Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use ˆ Notice of Decision ˆ Staff Report ˆ Application ˆ Narrative ˆ Legal Description ˆ Vicinity Map ˆ Site Plan ˆ Landscape Plan ˆ Complete Streets Checklist ˆ Traffic Impact Analysis ˆ Snohomish County Traffic Mitigation Offer ˆ WSDOT Traffic Offer Form ˆ Tree Survey ˆ Stormwater Drainage Report ˆ Geotech Report ˆ Critical Area Evaluation Form ˆ SEPA Checklist ˆ Public Notice Material ˆ Noticing and Related Documents ˆ Water / Sewer Availability Certificate ˆ Unanticipated Discovery Plan Form ˆ Aerial Photo of Site ˆ Proposed Building Materials ˆ Lighting Plans and Lighting Cut Sheets ˆ Color Elevations ˆ Design Matrix ˆ Plat Map ˆ Title Report ˆ Lot Closures ˆ Preliminary Civil Plans ˆ Archaeological Survey o Confidential Documents. Contact the City to obtain. ˆ Topography (Existing Conditions) ˆ CC&R’s ˆ Deeds / Easements / Conveyances /Dedications ˆ Developer’s Agreement ˆ Recorded Copies ˆ Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. ˆ Letters and Project Documents ˆ Other: Civil ˆ Issued Permit ˆ Application ˆ Other Applications ˆ Construction Calculation Worksheet ˆ Approved Plans ˆ Review Comment Form ˆ Letters and Project Documents ˆ Other Agency Permits ˆ Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports ˆ SEPA and Noticing Materials ˆ Inspections ˆ As-Builts ˆ Other: Building ˆ Issued Permit ˆ Application ˆ Additional Applications ˆ Approved Plans ˆ Site Plan ˆ Letters and Project Documents ˆ Calculations ˆ Project Specification Manuals ˆ Reports ˆ Certificate of Occupancy ˆ Inspections ˆ Other: 12/202417212 51st Ave NE, Suite 104 / 31052100400100 Commercial TIBLD-6137 ✔ ✔ ✔ ✔ ✔ ✔ ✔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ommunity and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate applications, plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. Reinforced Concrete Structural Steel and Weldin Boltin in Concrete Hi h-Stren th Boltin Pre-stressed Concrete Spray-Applied Fireproofin Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ I acknowledge that all items designated as submittal requirements must accompany my ‘‡”…‹ƒŽ —‹Ž†‹‰ermit Application to be considered a complete submittal. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ COMMERCIAL    REV03.2022 Page 2 of 6 INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLY Automatic fire extin uishin systems Compressed as systems Fire pumps Flammable and combustible liquids (tanks, pipin etc.) Standpipe systems Hazardous materials Private fire hydrants Industrial ovens/furnace Fire alarm and detection systems Sprayin or dippin operations Hi h piled/rack stora e Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.) Provide details on any of the above checked items: _________________________________________________________________________ _______________________________________________________________________________________ Type of Permit: ‘‡”…‹ƒŽ —Ž–‹Ǧ ƒ‹Ž› ‹š‡†Ǧ•‡ Property Address: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailin Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: ✔ ✔ ✔ ✔ 17212 51st Ave NE - Suite 104 438,000 31052100400100 Open and private offices, restrooms, break room, and demising wall. III-B B, S-1 31,824 s.f.1 31 824 s.f. ✔ Smartcap Arlington Airport Industrial Park QOZB, LLC chris@thesmartcapgroup.com (206) 852-7780 8201 164th Ave. NE, Suite 110 Redmond WA 98052 Lance Mueller & Associates (206) 325-2553 haroldc@lmueller.com 140 Lakeside, Suite 310 Seattle WA 98122 2396 9-24-24 Engineers Northwest Inc, P.S.(206) 525-7560 joanneb@engineersnw.com 19020 33rd Ave. W., Suite 530 Lynnwood WA 98036 33715 3-25-2026 T.B.D at a later date. COMMERCIAL    REV03.2022 Page 3 of 6 MECHANICAL SYSTEM INFORMATION x New gas piping requires a pressure test hooking to any appliance x Sediment traps (drips) are required on all gas lines x Gas lines are required to be supported/secured per IFGS, Section 415 x Proper Combustion air and venting required for all appliances x A shut-off valve is required within 6 feet of each appliance MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ ‹”‘†Ǥ‹–ζͳͲͲ–—ȀŠx $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handlin Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawin s required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ ‘”…‡†‹” ‡ƒ–ζͳͲͲ–—ȀŠx $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ ƒ• ‹”‡†ζͳͲͲ–—ȀŠx $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ Type of Permit: ˆNew Installation  ƒ•‹’‹‰ Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: Gas Piping Specification and complete Schematic PAGE 4 ˆNot Applicable Proposed Piping Material: ˆ CSST ˆBrass ˆBlack Steel ˆGalvanized Steel ˆOther Proposed Piping Size: ˆ½” ˆ ᪨dzˆ ¾” ˆ 1” ˆ 1½” ˆ 2” Inlet Pressure: Pressure Drop: Specific Gravity: COMMERCIAL    REV03.2022 Page 4 of 6 MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu/h x $ 50.00 = $ ƒ•‹’‹ζͷ—‹–•x $ 15.00 = $ Gas Pipin > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensin Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by mechanical code, not otherwise specified x $ 15.00 = $ ‰Ǥ‹–•ζͳͲͲ„–—x $ 25.00 = $ Pk . Units >100btu x $ 50.00 = $ Ran e/Cook top-Gas Fired x $ 15.00 = $ ‡ˆ”‹‰‡”ƒ–‹‘‹–ζͳͲͲ–—ȀŠx $ 15.00 = $ Refri eration Unit >100Btu/h x $ 25.00 = $ Refrigeration Unit >500Btu/h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ ‹– ‡ƒ–‡”•ζͳͲͲ–—ȀŠx $ 15.00 = $ Unit Heaters >100 Btu/h x $ 25.00 = $ VAV Boxes (Variable Air Volume, part of air conditioning system) x $ 10.00 = $ Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater - Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY ˆSCHEMATIC IS TO SCALE ˆSCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated COMMERCIAL    REV03.2022 Page 5 of 6 PLUMBING SYSTEM INFORMATION The following items need to be specified on the plans: ˆFixture specifications and equipment with locations. ˆLocation and type of all backflow assemblies for each fixture. ˆCalculations for Grease Interceptor. ˆPipe size and location of sanitary and potable water systems. ˆRiser diagram of waste, vent, and rain water systems, including sizes. ˆMedical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = ‡† ƒ•‹’‹‰ζͷ‹Ž‡–•Ȁ‘—–Ž‡–•x $ 60.00 = ‡† ƒ•‹’‹‰εͷ‹Ž‡–•Ȁ‘—–Ž‡–•ȋ’Ž—•ζͷ inlets/outlets) x $ 5.00 = Miscellaneous – regulated by plumbing code, not otherwise specified x $ 15.00 = Pretreatment Interceptor x $ 15.00 = Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: COMMERCIAL    REV03.2022 Page 6 of 6 PLUMBING PERMIT FEES (per fixture) Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ˆNew ˆ‡–ƒ‹ŽˆAutomotive Based ˆ Industrial ˆOffice ˆRestaurant ˆMedical ˆMachine Shop ˆ Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ˆIce Machine ˆDialysis Equip.ˆAir washers ˆCoffee Urn/Espresso ˆHydrotherapy Equip.ˆSteam Generators ˆCarbonated Bev.ˆDental Equip.ˆDye Vats ˆFume Hoods ˆLaboratory Equip.ˆPressure Washers ˆDegreasers ˆAutoclave/Sterilizers ˆCooling Towers ˆHot Tub/Spa ˆDecorative Fountain ˆFire Sprinkler ˆAquarium ˆSwimming Pools ˆSprinkler w/chemicals ˆLawn Irrigation ˆWell on property ˆOther: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ˆ Yes ˆNo ˆDon’t Know Does the plumbing system currently have an oil/water separator? ˆYes ˆNo ˆDon’t Know Is water used in the business process (washing, rinsing, coolin )? ˆYes ˆNo ˆDon’t Know Does your business require a NPDES permit? ˆYes ˆNo ˆDon’t Know Š‡”‡„›…‡”–‹ˆ›–Šƒ– ƒ–Š‡™‡”ǡ’’Ž‹…ƒ–ǡ‘–”ƒ…–‘”ǡƒ†ƒ—–Š‘”‹œ‡†–‘•‹‰–Š‹•ƒ’’Ž‹…ƒ–‹‘ƒ†–Šƒ––Š‡ƒ„‘˜‡‹ˆ‘”ƒ–‹‘‹• …‘””‡…–ƒ†…‘•–”—…–‹‘‘ǡƒ†–Š‡‘……—’ƒ…›ƒ†–Š‡—•‡‘ˆ–Š‡ƒ„‘˜‡Ǧ†‡•…”‹„‡†’”‘’‡”–›™‹ŽŽ„‡‹ƒ……‘”†ƒ…‡™‹–Š–Š‡Žƒ™•ǡ”—Ž‡•ƒ† ”‡‰—Žƒ–‹‘‘ˆ–Š‡ –ƒ–‡ ‘ˆ ƒ•Š‹‰–‘ǡ ƒ† –Š‡ ‹–› ‘ˆ ”Ž‹‰–‘Ǥˆ‹ƒŽ‹•’‡…–‹‘ƒ†ƒ’’”‘˜ƒŽ•ŠƒŽŽ„‡‘„–ƒ‹‡†™Š‡…‘’Ž‡–‡Ǥ Signature Print Name Date ✔ Chris Sweeney Digitally signed by Chris Sweeney DN: C=US, E=chris@chrissweeney.us, CN=Chris Sweeney Date: 2024.08.23 10:32:50-07'00'Chris Sweeney 8-23-24 SAVE PRINT Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ Ɣ 19020 33rd Ave W #530 y Lynnwood, WA 98036 Ɣ 206.525.7560 y fax 206.522.6698 www.engineersnw.com ARLINGTON AIRPORT INDUSTRIAL PARK BLDG A –OLYMPIC EQUIPMENT T.I Arlington, WA STRUCTURAL CALCULATIONS FOR NEW INTERIOR COLD FORMED STEEL OFFICE STRUCTURES 2021 International Building Code August 2 , 2024 ENW #20048004 2 Page 1 of 15Pae 1 o 1 GRAVITY DESIGN Section: 600S162-43 (33 ksi) @ 24" o.c. Single C Stud (unpunched) Maxo =1390.0 ft-lb 1415.7 lbVa =I =2.32 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span NA None, 96.0" N/A - Web Crippling Support Load (lb) (in)Max Int. Stiffener? Bearing Pa M (lb)(ft-lbs) R1* 232.88 6.00 NO0.0 0.25492.8 R2* 239.13 2.00 NO0.0 0.38325.9 P1* 200.00 1.50 NO671.0 0.47602.8 "*" after support means punched near support P1Point Loads Load(lb) 200.00 4.13X-Dist.(ft) Code Check Required Interaction NotesAllowed Max. Axial, lbs 0.0(t) 0%.˓ OELQLQ0D[./U 1$-Span Max. Shear, lbs 239.1 17%1415.7 Max. Moment (MaFy, Ma-dist), ft-lbs 671.3 56%0DGLVWFRQWURO .˓ OELQLQ1205.1 Moment Stability, ft-lbs 671.3 81%826.1 Shear/Moment 0.49 49%6KHDU0RPHQW1.00 Axial/Moment 0.81 81%$[LDOF 0RPHQW1.00 Deflection Span, in 0.100 --meets L/962-- Su ort Rx lb R lb Sim son Stron -Tie Connector Connector Interaction Anchor Interaction NAR1 0.0 232.9 NABy Others & Anchorage Designed by Engineer NAR2 0.0 239.1 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:Typical Bathroom Ceiling Joists 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 2 of 15 Section : 362S162-43 (33 ksi) @ 24" o.c. Single C Stud (punched) Maxo =612.0 ft-lb 1739.1 lbVa =I =0.71 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span Sheathed, Sheathed Full, 108.0" N/A - Web Crippling Support Load (lb) (in)Max Int. Stiffener? Bearing Pa M (lb)(ft-lbs) R2 45.00 6.00 NO0.0 0.04526.4 R1 45.00 6.00 NO0.0 0.04526.4 "*" after support means punched near support Gravity Load Type Load (lb) Uniform 14.00plf P1y 256.00lb @ 9.00ft Code Check Required Interaction NotesAllowed Max. Axial, lbs 382.0(c) 12%.˓ OELQLQ0D[./U 3222.2(c)Span Max. Shear, lbs 45.0 7%6KHDU3XQFKHG675.7 Max. Moment (MaFy, Ma-dist), ft-lbs 101.2 17%0D)FRQWURO .˓ OELQLQ612.0 Moment Stability, ft-lbs 101.2 17%612.0 Shear/Moment 0.17 17%6KHDU0RPHQW1.00 Axial/Moment 0.27 27%$[LDOF 0RPHQW1.00 Deflection Span, in 0.071 --meets L/1532-- Su ort Rx lb R lb Sim son Stron -Tie Connector Connector Interaction Anchor Interaction NAR2 45.0 0.0 NABy Others & Anchorage Designed by Engineer NAR1 45.0 382.0 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:Typ 3.62inch bearing wall stud 9' tall 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 3 of 15 Page 4 of 15Pae 4 o 1 DEMISING WALL DESIGN Section : 600S162-43 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo =1390.0 ft-lb 1415.7 lbVa =I =2.32 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span 48.0", 48.0" 48.0", 364.0" LSUBH3.25 (Min) 0.13 Web Crippling Support Load (lb) (in)Max Int. Stiffener? Bearing Pa M (lb)(ft-lbs) R2 101.10 1.50 NO0.0 0.18295.3 R1 101.10 1.50 NO0.0 0.18295.3 "*" after support means punched near support Gravity Load Type Load (lb) Uniform 9.33plf Code Check Required Interaction NotesAllowed Max. Axial, lbs 283.1(c) 18%.˓ OELQLQ0D[./U 1613.1(c)Span Max. Shear, lbs 101.1 8%6KHDU3XQFKHG1240.3 Max. Moment (MaFy, Ma-dist), ft-lbs 766.6 64%0DGLVWFRQWURO .˓ OELQLQ1205.1 Moment Stability, ft-lbs 766.6 58%1319.7 Shear/Moment 0.55 55%6KHDU0RPHQW1.00 Axial/Moment 0.73 73%$[LDOF 0RPHQW1.00 Deflection Span, in 1.858 --meets L/196-- Su ort Rx lb R lb Sim son Stron -Tie Connector Connector Interaction Anchor Interaction NAR2 101.1 0.0 NABy Others & Anchorage Designed by Engineer NAR1 101.1 283.1 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:New Demising Wall 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 5 of 15 Page 6 of 15Pae 6 o 1 LATERAL ASCE Hazards Report Address: 17212 51st Ave NE Arlington, Washington 98223 Standard:ASCE/SEI 7-16 Latitude:48.152398 Risk Category:II Longitude:-122.161694 Soil Class:D - Stiff Soil Elevation:124.55631514393843 ft (NAVD 88) Page 1 of 3https://ascehazardtool.org/Tue Aug 20 2024Page 7 of 15 SS : 1.06 S1 : 0.378 F a : 1.076 F v : N/A SMS : 1.14 SM1 : N/A SDS : 0.76 S D1 : N/A T L : 6 PGA : 0.449 PGA M : 0.517 F PGA : 1.151 Ie : 1 C v : 1.312 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Stiff Soil USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Tue Aug 20 2024 Page 2 of 3https://ascehazardtool.org/Tue Aug 20 2024Page 8 of 15 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 3 of 3https://ascehazardtool.org/Tue Aug 20 2024Page 9 of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”VWRULHV" <(6 6HFWLRQ ȡ  6HFWLRQ 2XWSXW 6LWH&RHIILFLHQW)D  7DEOH 6LWH&RHIILFLHQW)Y  7DEOH 606  (TQ 60  (TQ 6'6  (TQ 6'  (TQ 6HLVPLF'HVLJQ&DWHJRU\ 6'&  ' 6HFWLRQ 7DEOHV  7  6HFWLRQ6G6GV 7V  6HFWLRQ6G6GV &W  7DEOH 3HULRG7  VHF6HFWLRQ (TQ 6D  6HFWLRQ (TQV 5HVSRQVH0RGLILFDWLRQ&RHIILFLHQW5  7DEOH 6\VWHP2YHUVWUHQJWK)DFWRUȍR  7DEOH 'HIOHFWLRQ$PSOLILFDWLRQ)DFWRU&G  7DEOH ,PSRUWDQFH)DFWRU,H  7DEOHE\5LVN&DWHJRU\ 'HWDLOLQJ5HIHUHQFH6HFWLRQ DQG &VFDOF  6HFWLRQ(TQ &VPD[  6HFWLRQ(TQV  &VPLQ  6HFWLRQ(TQV  &VXVH  6HFWLRQ(TQV 9X  : /5)' 6HFWLRQ(TQ 9  : $6' (Y  ' 6'6' (TQ 0D\EH]HUR IRUSURSRUWLRQLQJIRXQGDWLRQV %/LJKWIUDPHZDOOVZLWKVKHDUSDQHOVRIDOORWKHUPDWHULDOV Page 10 of 15 Page 11 of 15 LFRS Shearwall Summary Report Load Inputs (All Loads are 8nfactored LRFD Forces) Top of Level Shear (lb) Level Wind Seismic Aspect Ratio 0.561 96 463 Defl Amplification Seismic Design Parameters: Seismic Design Category = Factor, Factor, Cd D Level 2verstrength 0.761=1=Ie 2 2.51 Additional Applied Chord Axial Loads (lb) - 8nfactored Level D L Lr S W 01770 0 0 0 Additional Applied Chord Moments (ft-lb) - 8nfactored Level D L Lr S W ( 010 0 0 0 0 Level (lb) Vu, Total Wind Shear Forces (lbft) vu, per ft (lbft) Seismic Shear Forces (lb) Vu, Total vu, per ft Total and 8nit Shear Forces 1 96 6 463 28.9375 Shear Wall Sheathing and Fastener Selection Spac (in)Sheathing (mils) Two Sides Thickness Framing 2ne or(dgeField Fastener Framing Spac (in) Max Level Fastener Si]e 1 GWB 7/7 43 24 2No. 6 Level Wind Seismic Modifiers Modifiers Shear Strength Modification Factors www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:LFRS Shearwall –1 2012 NASPEC [AISI S100-2012] AISI S400-15/S1-16 AISI S240-15 Code: Page 1 of 3 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 12 of 15 LFRS Shearwall Summary Report None1 None Level vuࢥvn Available Shear Wind Shear Ratio Seismic Strength, ࢥvn (lbft)Strength, ࢥvn (lbft)vuࢥvn Available Shear Shear RatiAspect Ratio Factor Factor Aspect Ratio Available Shear Strength and Shear Ratios 3771 0.016 348 0.0831 1 Chords Level Section Fy (ksi) Configuration Flexural Axial KyLy Bracing (in) Axial KtLt (lb-inin) Flex K݊ (lb-inin) Axial K݊ Lm (in) Bracing, None1 362S162-43 33 (2) Back-To-Back None None None 0 0 Interconnection Spacing = 12 in Load Combinations LC1 = 1.4D 1.2D + 1.6L + 0.5(Lr or S)LC2 = 1.2D + 1.6(Lr or S) + (L or 0.5W)LC3 = 1.2D + 1.0W + L + 0.5(Lr or S)LC4 = 1.2D + 1.0E + L + 0.2SLC6 = 6GV '˖ೡ4H/6LCO6 = Note: LCO6 based on the lower of Overstrength or Expected Strength IBC 2018 LRFD Level LC1 LCLCLCLCLC2 Factored Chord Compression, Pu (lb) 15661 1078 924 951 978 1186 Level LC1 LCLCLCLCLC2 Factored Chord Strong-Axis Bending, Mux (ft-lb) 01 0 0 0 0 0 Level LCLC2LCLC Minimum LC1 LC Interactions ݊Mnx (ft-lb)݊Pn (lb) Minimum 0.2451 0.168 0.144 0.149 0.153 0.18564021341 Ties and +oldowns Disp at +oldown Rod Dia. +oldown (xposed Rod +oldown Capacity Level +oldown Config Length (in)ĭ Tn (in) height (in) (in)ĭ Tn (lb(ach)4uantity 0.51 S/LTT20 - 33 Base 4 0.25 2018901 www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:LFRS Shearwall –1 2012 NASPEC [AISI S100-2012] AISI S400-15/S1-16 AISI S240-15 Code: Page 2 of 3 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 13 of 15 LFRS Shearwall Summary Report +oldown 2ffset from Level (nd of Shear Wall (in) 1 1.5 Load Combinations (IBC 01 LRFD) LC5 LC7 LCO7 = = = 0.9D + 1.0W (0.9-0.2Sds)D + 1.0E 6GV '˖ೡ4H Note: LCO7 based on the lower of Overstrength or Expected Strength Level LCLCLC2Wind Seismic Seismic w2verstrength Factored Net 8plift (lb) Shear Forces (lb) (Negative values represent uplift, Positive values indicate no net uplift) 9261 639 431 51 96 463 Level LCLCLC2 Ratio (Factored Net 8plift)(+oldown Capacity) 1 0 0 0 www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:LFRS Shearwall –1 2012 NASPEC [AISI S100-2012] AISI S400-15/S1-16 AISI S240-15 Code: Page 3 of 3 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 14 of 15 Section : 600S200-43 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo =1436.9 ft-lb 1415.7 lbVa =I =2.68 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span Sheathed, Sheathed Full, 352.0" N/A - Web Crippling Support Load (lb) (in)Max Int. Stiffener? Bearing Pa M (lb)(ft-lbs) P1x -35.00 1.50 NO366.1 0.18602.8 R2 89.51 1.50 NO0.0 0.16295.3 R1 71.03 1.50 NO0.0 0.13295.3 "*" after support means punched near support Gravity Load Type Load (lb) Uniform 9.33plf P1y 256.00lb @ 8.75ft P1xPoint Loads Load(lb) -35.00 8.75Y-Dist.(ft) M1Moments Load(ft-lb) 64.00 9.00Y-Dist.(ft) Code Check Required Interaction NotesAllowed Max. Axial, lbs 529.7(c) 25%.˓ OELQLQ0D[./U 2114.3(c)Span Max. Shear, lbs 89.5 7%6KHDU3XQFKHG1240.3 Max. Moment (MaFy, Ma-dist), ft-lbs 600.9 47%0DGLVWFRQWURO .˓ OELQLQ1282.4 Moment Stability, ft-lbs 600.9 42%1436.9 Shear/Moment 0.42 42%6KHDU0RPHQW1.00 Axial/Moment 0.54 54%$[LDOF 0RPHQW1.00 Deflection Span, in 1.134 --meets L/310-- Su ort Rx lb R lb Sim son Stron -Tie Connector Connector Interaction Anchor Interaction NAR2 89.5 0.0 NABy Others & Anchorage Designed by Engineer NAR1 71.0 529.8 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs calcs Model:Existing bearing wall stud 29.33ft tall stud w/ Pt load from rest room 2012 NASPEC [AISI S100-2012]Code: Page 1 of 1 Date: 08/20/2024 6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ Page 15 of 15 LATERAL LOAD COMING FROM BATHROOM FRAMING DIAPHRAGM. 26plf * 16"/12" = 35# 625 Fourth Avenue PH 425 827-3324 Suite 202 FAX 425 827-6252 Kirkland, WA 98033 natalie@franklineng.com August 23, 2024 RE: Olympic Equipment 11404 Commando Road Everett, WA Conversion of existing semi-heated warehouse to conditioned Office space. Project complies with 2021 WSEC, Commercial Provisions, using the Component Performance approach. Existing Roof: R-38 minimum rigid insulation above roof deck. U=0.027, default Table A102.2.6(1) Wall (Mass, Opaque, Exterior, Floor to 9-6”): Concrete, min 6” thick, 3-1/2” metal studs, 24" oc with R-13 batt insulation, U=0.108, default Table A103.3.6.1(1) per footnote (c) to Table A103.3.7.1(4) Wall (Mass, Opaque, Exterior, 9’-6” AFF to Roof): Concrete, min. 6” thick, with continuous R-21 batt insulation on stickpins, U=0.045, default Table A103.3.7.1(4) Wall (Metal, Opaque, Warehouse/Office): 6” metal studs, 16" oc with R-21 batt insulation, plus R-7.5 continuous rigid, U=0.059, default Table A103.3.6.1(1) Existing Slab on Grade: No Insulation, F=0.73, default Table A106.1 Existing Doors (Swinging, Opaque): Insulated metal, U=0.37, default Table A107.1(1) Existing Vertical Glazing (Fixed): Metal frame, NFRC certified assembly, U=0.38, SHGC=0.38 Existing Vertical Glazing (Entrance Door): Metal frame, NFRC certified assembly, U=0.60, SHGC=0.33 Existing Skylights: NFRC certified assembly, U-0.50, SHGC-0.35, VT=0.50 Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient. VT = Visible Transmittance. ENVELOPE SUMMARY Ad m i n i s t e r e d b y : © 2 0 2 4 N E E A , A l l r i g h t s r e s e r v e d Da t e : A u g 2 3 , 2 0 2 4 EN V E L O P E C O M P L I A N C E S U M M A R Y 20 2 1 W S E C C o m p l i a n c e F o r m s f o r C o m m e r c i a l B u i l d i n g s i n c l u d i n g G r o u p R 2 , R 3 & R 4 o v e r 3 s t o r i e s a n d a l l R 1 Pr o j e c t & A p p l i c a n t In f o r m a t i o n Pr o j e c t T i t l e Ol y m p i c E q u i p m e n t - 2 0 2 1 W S E C F o r B u i l d i n g D e p a r t m e n t U s e : Pr o j e c t A d d r e s s 11 4 0 4 C o m m a n d o R o a d Ev e r e t t , W A 9 8 2 0 4 Ap p l i c a n t N a m e Ha r o l d C h r i s t e n s e n - L a n c e M u e l l e r & A s s o c . Ap p l i c a n t P h o n e 20 6 - 3 2 5 - 2 5 5 3 Ap p l i c a n t E m a i l ha r o l d c @ l m u e l l e r . c o m Fo r q u e s t i o n s a b o u t t h i s r e p o r t , c o n t a c t W S E C C o m m e r c i a l T e c h n i c a l S u p p o r t a t 3 6 0 - 5 3 9 - 5 3 0 0 o r v i a e m a i l a t c o m . t e c h s u p p o r t @ w a e n er g y c o d e s . c o m Ge n e r a l O c c u p a n c y Al l C o m m e r c i a l Ge n e r a l B u i l d i n g U s e Ty p e ( s ) Of f i c e , O t h e r Bu i l d i n g C o n d . F l o o r A r e a 2, 0 9 2 Pr o j e c t S c o p e Te n a n t S p a c e s – F i r s t B u i l d O u t Sp a c e C o n d i t i o n i n g Ca t e g o r i e s Fu l l y C o n d i t i o n e d Pr o j e c t C o n d . F l o o r A r e a 2, 0 9 2 Fl o o r s A b o v e G r a d e 1 Co m p l i a n c e M e t h o d Ge n e r a l P r e s c r i p t i v e En v e l o p e P r o j e c t De s c r i p t i o n Te n a n t i m p r o v e m e n t f o r a n o f f i c e s p a c e i n a l a r g e r b u i l d i n g . En v e l o p e Co m p l i a n c e Sc o p e a n d Me t h o d Sc o p e Sp a c e C o n d i t i o n i n g Ca t e g o r y Co m p l i a n c e M e t h o d WW R / S R R pe r C a t e g o r y UA C a l c u l a t i o n A d j u s t m e n t Fe n e s t r a t i o n Al t e r n a t e s Co m p l i a n c e Ve r i f i c a t i o n Te n a n t S p a c e s – F i r s t B u i l d O u t F u l l y C o n d i t i o n e d C o m p o n e n t p e r f o r m a n c e 5 . 0 4 % / 1 . 5 1 % N o C a l c u l a t i o n A d j u s t m e n t s a l l o w e d N o a l t e r n a t es s e l e c t e d CO M P L I E S Ad d i t i o n a l E n e r g y E f f i c i e n c y ( A E C ) Me a s u r e s I n c l u d e d No e n v e l o p e o r m i s c e l l a n e o u s a d d i t i o n a l e n e r g y e f f i c i e n c y m e a s u r e s i n c l u d e d i n pr o j e c t Lo a d M a n a g e m e n t ( L D M ) Me a s u r e s I n c l u d e d No e n v e l o p e l o a d m a n a g e m e n t m e a s u r e c r e d i t s in c l u d e d i n p r o j e c t Ai r B a r r i e r T e s t i n g St a n d a r d b u i l d i n g t h e r m a l e n v e l o p e t e s t Ai r B a r r i e r C o m m e n t s Pr o j e c t T i t l e O l y m p i c E q u i p m e n t - 2 0 2 1 W S E C Da t e A u g 2 3 , 2 0 2 4 Sc o p e & S p a c e C o n d i t i o n i n g T E N A N T S P A C E S – F I R S T B U I L D O U T - F U L L Y C O N D I T I O N E D C o m p l i a n c e V e r i f i c a t i o n C O M P L I E S Wi n d o w - t o - w a l l R a t i o 5. 0 4 % Sk y l i g h t - t o - r o o f - r a t i o 1. 5 1 % Ve r t i c a l F e n e s t r a t i o n A l t e r n a t e No a l t e r n a t e s s e l e c t e d Op a q u e E n v e l o p e A s s e m b l i e s In s u l a t i o n R - V a l u e s Ro o f / C e i l i n g L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n C a v i t y Co n t i n u o u s (% p e n e t r a t i o n ) 2n d L a y e r (M B R o o f ) U- F a c t o r N e t A r e a ( S F ) In s u l a t i o n e n t i r e l y a b o v e d e c k T A 2 . 0 R i g i d A b o v e D e c k R o o f I n s u l a t i o n E x t e r i o r R - 3 8 ( < 0 . 0 4 % ) U - 0 . 0 2 7 2 , 0 9 2 S l o p e d R o o f & T a p e r e d I n s u l a t i o n : N o t s l o p e d U - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 2 . 2 . 6 ( 3 ) Wa l l s L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n C a v i t y Co n t i n u o u s (% p e n e t r a t i o n ) In s u l a t e d W a l l Fu r r i n g U- F a c t o r N e t A r e a ( S F ) St e e l - f r a m e d - C o m m e r c i a l T A 2 . 0 W a r e h o u s e w a l l s ( M e t a l F u r r i n g ) E x t e r i o r R - 2 1 R - 7 . 5 ( < 0 . 0 4 % ) U - 0 . 0 5 9 3 , 8 6 2 U - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 3 . 3 . 6 . 1 ( 1 ) F r a m i n g D e p t h : 2 x 6 Ot h e r F r a m i n g D e p t h : F r a m i n g S p a c i n g ( O C ) : 1 6 Ma s s ( p r e c a s t c o n c r e t e ) - C o m m e r c i a l T A 2 . 0 C o n c + M t l F u r r ( E x t b e l o w C e i l i n g ) E x t e r i o r & a b o v e g r a d e R - 1 3 R - 0 ( < 0 . 0 4 % ) Y e s U - 0 . 1 0 8 3 8 3 D o e s a s s e m b l y i n c l u d e i n s u l a t e d w a l l f u r r i n g ? : Y e s W a l l F u r r i n g M a t e r i a l : S t e e l - f r a m e F r a m i n g D e p t h : 2 x 4 Ot h e r F r a m i n g D e p t h : F r a m i n g S p a c i n g ( O C ) : 2 4 U - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 3 . 3 . 6 . 1 ( 1 ) Ma s s ( p r e c a s t c o n c r e t e ) - C o m m e r c i a l T A 2 . 0 C o n c + S t i c k p i n ( E x t a b o v e C e i l i n g ) E x t e r i o r & a b o v e g r a d e R - 2 1 ( < 0 . 0 4 % ) N o U - 0 . 0 4 5 1 , 1 4 1 D o e s a s s e m b l y i n c l u d e i n s u l a t e d w a l l f u r r i n g ? : N o O t h e r F r a m i n g D e p t h : F r a m i n g S p a c i n g ( O C ) : U - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t 8/ 2 3 / 2 4 , 8 : 5 6 A M wa e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 ht t p s : / / w a e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 1/ 4 U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 3 . 3 . 7 . 1 ( 2 ) Sl a b - o n - g r a d e F l o o r s L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n S l a b E d g e U n d e r S l a b F - F a c t o r Pe r i m e t e r Le n g t h ( S F ) Un h e a t e d s l a b T A 2 . 0 S O G F l o o r A t g r a d e l e v e l R - 0 F - 0 . 7 3 6 3 S l a b I n s u l a t i o n M e t h o d : U n i n s u l a t e d s l a b F - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t F - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 6 . 1 Fe n e s t r a t i o n & O p a q u e D o o r A s s e m b l i e s In s u l a t i o n R - V a l u e s Op a q u e D o o r s L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n D o o r I n s u l a t i o n U - F a c t o r Ro u g h Op e n i n g ( S F ) Sw i n g i n g T A 2 . 0 M a n D o o r s E x t e r i o r U - 0 . 3 7 4 2 W h a t p e r c e n t a g e o f t h i s o p a q u e d o o r i s g l a z i n g ? : 5 0 % o r l e s s U - F a c t o r S o u r c e : W S E C A p p e n d i x A D e f a u l t U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 7 . 1 ( 1 ) I s t h i s a p u b l i c e n t r a n c e d o o r ? : N o Ve r t i c a l F e n e s t r a t i o n L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n S h a d i n g ( P F ) Fe n e s t r a t i o n SH G C Fe n e s t r a t i o n U- F a c t o r Ro u g h Op e n i n g ( S F ) Fi x e d - C l a s s A W o r s i t e b u i l t T A 2 . 0 W i n d o w s E x t e r i o r P F < 0 . 2 S H G C - 0 . 3 8 U - 0 . 3 8 2 6 4 U - F a c t o r & S H G C S o u r c e : N F R C R a t i n g U - F a c t o r S o u r c e D e s c r i p t i o n : T a b l e A 1 0 3 . 3 . 6 . 1 ( 1 ) Gl a z e d D o o r s L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n S h a d i n g ( P F ) Fe n e s t r a t i o n SH G C Fe n e s t r a t i o n U- F a c t o r Ro u g h Op e n i n g ( S F ) Sw i n g i n g e n t r a n c e d o o r T A 2 . 0 N F R C E n t r a n c e D o o r E x t e r i o r P F < 0 . 2 S H G C - 0 . 3 3 U - 0 . 6 0 2 4 U - F a c t o r & S H G C S o u r c e : N F R C R a t i n g U - F a c t o r S o u r c e D e s c r i p t i o n : I s t h i s a p u b l i c e n t r a n c e d o o r ? : Y e s D o o r e n c l o s e d w i t h i n a v e s t i b u l e ? : N o v e s t i b u l e Sk y l i g h t s L o c a t i o n i n D o c u m e n t s A s s e m b l y I D A s s e m b l y L o c a t i o n Fe n e s t r a t i o n SH G C Fe n e s t r a t i o n U- F a c t o r Ro u g h Op e n i n g ( S F ) Al l t y p e s T A 2 . 0 S k y l i g h t E x t e r i o r S H G C - 0 . 3 5 U - 0 . 5 3 2 U - F a c t o r & S H G C S o u r c e : N F R C R a t i n g U - F a c t o r S o u r c e D e s c r i p t i o n : 8/ 2 3 / 2 4 , 8 : 5 6 A M wa e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 ht t p s : / / w a e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 2/ 4 Pr o j e c t T i t l e O l y m p i c E q u i p m e n t - 2 0 2 1 W S E C Da t e A u g 2 3 , 2 0 2 4 U x A C a l c u l a t i o n T E N A N T S P A C E S – F I R S T B U I L D O U T - F U L L Y C O N D I T I O N E D C O M P L I E S Op a q u e E n v e l o p e A s s e m b l i e s P R O P O S E D T A R G E T Ro o f / C e i l i n g A s s e m b l y I D Ro o f / C e i l i n g As s e m b l y U - Fa c t o r Ne t A r e a ( S F ) U x A Ro o f / C e i l i n g As s e m b l y U - Fa c t o r Ne t A r e a ( S F ) U x A In s u l a t i o n e n t i r e l y a b o v e d e c k R i g i d A b o v e D e c k R o o f I n s u l a t i o n 0 . 0 2 7 2 , 0 9 2 . 0 5 6 . 5 0 . 0 2 7 2, 0 9 2 . 0 (1 ) 56 . 5 Wa l l s A s s e m b l y I D Wa l l As s e m b l y U - fa c t o r Ne t A r e a ( S F ) U x A Wa l l As s e m b l y U - fa c t o r Ne t A r e a ( S F ) U x A St e e l - f r a m e d - C o m m e r c i a l W a r e h o u s e w a l l s ( M e t a l F u r r i n g ) 0 . 0 5 9 3 , 8 6 2 . 0 2 2 7 . 9 0 . 0 5 5 3, 8 6 2 . 0 (1 ) 21 2 . 4 Ma s s ( p r e c a s t c o n c r e t e ) - C o m m e r c i a l C o n c + M t l F u r r ( E x t b e l o w C e i l i n g ) 0 . 1 0 8 3 8 3 . 0 4 1 . 4 0 . 1 0 4 38 3 . 0 (1 ) 39 . 8 Ma s s ( p r e c a s t c o n c r e t e ) - C o m m e r c i a l C o n c + S t i c k p i n ( E x t a b o v e C e i l i n g ) 0 . 0 4 5 1 , 1 4 1 . 0 5 1 . 3 0 . 1 0 4 1, 1 4 1 . 0 (1 ) 11 8 . 7 Sl a b o n G r a d e F l o o r s PR O P O S E D T A R G E T Sl a b - o n - g r a d e F l o o r s A s s e m b l y I D F - F a c t o r Pe r i m e t e r L e n g t h (L F ) U x A F - F a c t o r Pe r i m e t e r L e n g t h (L F ) U x A Un h e a t e d s l a b S O G F l o o r 0 . 7 3 6 3 . 0 4 6 . 0 0 . 5 4 63 . 0 (1 ) 34 . 0 Fe n e s t r a t i o n A s s e m b l i e s PR O P O S E D T A R G E T Op a q u e D o o r s A s s e m b l y I D Do o r As s e m b l y U - Fa c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Do o r As s e m b l y U - Fa c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Sw i n g i n g M a n D o o r s 0 . 3 7 4 2 . 0 1 5 . 5 0 . 3 7 42 . 0 (1 ) 15 . 5 Ve r t i c a l F e n e s t r a t i o n A s s e m b l y I D Fe n e s t r a t i o n U- F a c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Fe n e s t r a t i o n U- F a c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Fi x e d - C l a s s A W o r s i t e b u i l t W i n d o w s 0 . 3 8 2 6 4 . 0 1 0 0 . 3 0 . 3 4 26 4 . 0 (1 ) 89 . 8 Gl a z e d D o o r s A s s e m b l y I D Gl a z e d D o o r U- F a c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Gl a z e d D o o r U- F a c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Sw i n g i n g e n t r a n c e d o o r N F R C E n t r a n c e D o o r 0 . 6 0 2 4 . 0 1 4 . 4 0 . 6 0 24 . 0 (1 ) 14 . 4 Sk y l i g h t s A s s e m b l y I D Sk y l i g h t U - Fa c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Sk y l i g h t U - Fa c t o r As s e m b l y R o u g h Op e n i n g ( S F ) U x A Al l t y p e s S k y l i g h t 0 . 5 3 2 . 0 1 6 . 0 0 . 5 0 32 . 0 (1 ) 16 . 0 P r o p o s e d A r e a P r o p o s e d U x A T a r g e t A r e a T a r g e t U x A Pr o j e c t T o t a l s 7 , 9 0 3 5 6 9 7 , 9 0 3 5 9 7 8/ 2 3 / 2 4 , 8 : 5 6 A M wa e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 ht t p s : / / w a e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 3/ 4 Pr o j e c t T i t l e O l y m p i c E q u i p m e n t - 2 0 2 1 W S E C Da t e A u g 2 3 , 2 0 2 4 SH G C x A C a l c u l a t i o n T E N A N T S P A C E S – F I R S T B U I L D O U T - F U L L Y C O N D I T I O N E D C O M P L I E S Fe n e s t r a t i o n A s s e m b l i e s P R O P O S E D T A R G E T Gl a z e d D o o r s A s s e m b l y I D P F Gl a z e d D o o r SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Gl a z e d D o o r SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Sw i n g i n g e n t r a n c e d o o r N F R C E n t r a n c e D o o r P F < 0 . 2 0 . 3 3 2 4 . 0 7 . 9 0 . 3 3 24 . 0 (1 ) 7. 9 Ho r i z o n t a l A s s e m b l y I D P F Sk y l i g h t SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Sk y l i g h t SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Sk y l i g h t s S k y l i g h t 0 . 3 5 3 2 . 0 1 1 . 2 0 . 3 5 32 . 0 (1 ) 11 . 2 Ve r t i c a l F e n e s t r a t i o n A s s e m b l y I D P F Fe n e s t r a t i o n SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Fe n e s t r a t i o n SH G C As s e m b l y R o u g h Op e n i n g ( S F ) SH G C x A Fi x e d - C l a s s A W o r s i t e b u i l t W i n d o w s P F < 0 . 2 0 . 3 8 2 6 4 . 0 1 0 0 . 3 0 . 3 8 26 4 . 0 (1 ) 10 0 . 3 P r o p o s e d A r e a P r o p o s e d S H G C x A T a r g e t A r e a T a r g e t S H G C x A Pr o j e c t T o t a l s 3 2 0 1 1 9 3 2 0 1 1 9 8/ 2 3 / 2 4 , 8 : 5 6 A M wa e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 ht t p s : / / w a e n e r g y c o d e s . c o m / p r i n t _ p r o j e c t _ s u m m a r y _ f o r m . p h p ? k = a W Q 9 M j g y N z k m Z n Z p P T I 3 J m N 0 a T 0 5 M Q = = & p r i n t = 1 4/ 4