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Home My WebLink About7801 Jensen Farm Ln_BLD6671_2026 COMMERCIAL BUILDING PERMIT APPLICATION ` Community 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. REQUIRED DOCUMENTS 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) htt12s:4Jwaenergycodes.com� Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 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 Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ■❑ I acknowledge that all items designated as submittal requirements must accompany my Commercial Building Permit Application to be considered a complete submittal. COMMERCIAL BUILDING INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: x❑ Commercial ❑ Mulit-Family ❑ Mixed-Use Property Address: Jensen Park Lan Project Valuation: 1 Lot#: Parcel ID No.: 00875500099900 Subdivision: Project Scope of Work: IBC Construction Type: VB IBC Occupancy Type: B Building/Space Square Footage: 196 Number of Stories: 1 Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: ❑ Owner ❑ Architect ❑■ Engineer ❑ Contractor Owner Name: City of Arlington Office No., 360-403-3448 Email Address: slopez@arlingtonwa.gov Cell No.: Mailing Address: 238 Olympic Ave City: Arlington State: WA Zip: 98223 Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Eric Scott-Terra Vista NW office No.: 360.386.9997 Email Address: erics@terravistanw.com Cell No.: 425.422.0840 Mailing Address: 3204 Smokey Point Dr,#207 City: Arlington State: WA Zip: 98223 Professional License Number: 36704 Expiration Date: 5/15/2027 Primary Contractor: Todd Weger-CTX Products Office No.: Email Address: tweger@lbfoster.com Cell No.: 509.703.3384 MailingAddress: 6701 E Flamingo Ave#300 City: -Nampa ID 83687 y: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 6 COMMERCIAL BUILDING MECHANICAL SYSTEM INFORMATION Type of Permit: O New Installation ❑ Gas Piping Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS, Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 ❑ Not Applicable Proposed Piping Material: ❑ CSST ❑ Brass ❑ Black Steel ❑ Galvanized Steel ❑ Other Proposed Piping Size: ❑ 1/z" ❑ S/s" ❑ 3/4" 711 ❑ 11/z" ❑ 2" Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $360.386.9997 Air Cond.Unit<_100Btu/h x $ 15.00 = $ Air Cond. Unit>10013tu h x $ 25.00 = $ Air Cond. Unit>50013tu h x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<10013tu/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 3-15h x $ 15.00 = $ Boiler>50013tu h 15-30hp x $ 25.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans x $ 15.00 = $ Fire lace Insert Stove x $ 15.00 = $ Forced Air Heat<_100 Btu/h x $ 15.00 = $ Forced Air Heat>100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC :5100 Btu h x $ 15.00 = $ Gas Fired AC >100 Btu h x $ 25.00 = $ Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL BUILDING MECHANICAL PERMIT FEES (per unit) Gas Piping> 5 units (plus <5 units x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance -regulated by x $ 15.00 $ mechanical code,not otherwise specified Pkg.Units <_100btu x $ 25.00 = $ Pkg. Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit<_100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu h x $ 25.00 = $ Refrigeration Unit>500Btu h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters <_ 100 Btu/h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 _ $ conditioning system) 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 ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 COMMERCIAL BUILDING PLUMBING SYSTEM INFORMATION Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O Medical 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 ins ections 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 1 $ 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 Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Pipin <- 5 inlets/outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus <_ 5 x $ 5.00 = inlets outlets Miscellaneous-regulated by plumbing x $ 15.00 = code,not otherwise specified Pretreatment Interceptor x $ 15.00 = REV03.2022 Page 5 of 6 COMMERCIAL BUILDING 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 ❑ New ❑ Retail ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ❑ Don't Know Does the plumbing system currently have an oil/water ❑ Yes ❑ No ❑ Don't Know separator? Is water used in the business process (washing,rinsing, ❑ Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above- cribed pr erty will be in accordance with the laws,rules and regulation of the State of Washington. Eric Scott 8/11/2025 Signature Print Name Date REV03.2022 Page 6 of 6 Building Envelope Requirements List, pg 1 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: OZARK II OZII-126-2021 WSEC 7801 Jensen Farm Lane Arlington,WA 98223 Date: 2025-07-23 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE NA C103 Construction For a tenant space(first build-out)project, documents-General indicate if there is no envelope scope included in the project. NA C103 Construction For an alteration project,indicate if there is documents-General no envelope scope included in the project. NA C402.1.1.1 Low energy spaces Identify low energy enclosed spaces on plans; include calculations if applicable that demonstrate eligibility for envelope provisions exemption. NA C402.1.1.2 Semi-heated spaces Identify semi-heated spaces on plans,include mechanical heating system type and capacity calculations that demonstrate eligibility for wall insulation exemption. NA C402.1.1.3 Greenhouse spaces Identify greenhouse spaces on plans;include vertical fenestration and glazed roof/skylight assembly information and mechanical heating system type if applicable,that demonstrates eligibility for envelope provisions exemption. NA C402.1.2 Equipment buildings Provide building sf area,average wall and roof U-factor,installed electric equipment power(W/sf);mechanical equipment type and capacity(btu/h*sf)and heating setpoint restriction(<50iZ1V2F)to demonstrate eligibility for envelope provisions exempt NA C402.1.2.1 Standalone elevator Identify elevator hoistway on plans and hoistways indicate it does not serve or open into conditioned or semi-heated space;indicate dedicated HVAC system includes heating and cooling setpoints restrictions(<401�V/217 and>_ 95YZV2F,respectively)to demonstrate NA C410.3 Walk-in cooler and Identify locations and floor area of each walk- freezer spaces in cooler and freezer space on plans;including site assembled,site constructed and prefabricated units. NA Identify locations and floor sf area of warehouse cooler and freezer spaces on plans. NA C101.4.1 Mixed residential& Identify spaces with different occupancy commercial building requirements on plans. NA C502.1 Building additions Indicate whether the building addition complies as a stand-alone project or if the addition and the existing building is combined into a single building to demonsrate compliance. Page 1113 Building Envelope Requirements List, pg 2 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C505.2 Change in space Identify on plans existing unconditioned conditioning spaces changing to semi-heated or conditioned alterations space,and existing semi-heated spaces changing to conditioned space;provide load calculations per Section C501.2.2 for new and existing to remain(if applicable)mech NA C505.1 Change in space Indicate whether the area under-going a conditioning change in space conditioning complies as a alterations stand-alone project or if the alteration area is combined with all existing equivalent space conditioning areas in the building to demonstrate compliance. NA C505.3 Change in occupancy Identify on plans existing F,S and U- alterations occupancy spaces undergoing a change in occupancy and final occupancy type. NA Identify on plans existing Group R spaces permitted prior to July 1,2002 that are undergoing a change to a commercial occupancy. NA Identify on plans existing commercial(non- Group R)occupancy spaces undergoing a change to a Group R occupancy. NA C505.1 Change in occupancy Indicate whether the area under-going a alterations change in occupancy complies as a stand- alone project or if the alteration area is combined with all existing equivalent occupancy areas in the building(as defined per Section C505.3)to demonsrate compliance. ENVELOPE ASSEMBLIES YES C103.6.3 Thermal envelope Indicate envelope thermal performance WSEC compliance path compliance path taken(prescriptive or component performance)and provide corresponding WSEC envelope compliance reports in project documentation NA If complying prescriptively,demonstrate that each opaque envelope assembly complies via either the minimum prescriptive R-value per Table C402.1.3 or the maximum prescriptive U-factor/F-factor per Table C402.1.4;include U-factor/F-factor source in compl NA If complying via component performance, demonstrate that the Proposed Total UxA is equal to or less than the Allowable Total UxA; also demonstrate that the Proposed Total SHGCxA is equal to or less than the Allowable SHGCxA. NA If complying via total building performance, provide a list of all proposed envelope component types,areas and U-values in energy model documentation. Page 2113 Building Envelope Requirements List, pg 3 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C303.1.1 General insulation Indicate installation methods,thicknesses, OZII-06 installation densities and clearances to achieve the intended R-value of all insulation materials NA Where two or more layers of rigid insulation will be used,indicate that edge joints between layers are staggered,or exception taken. NA C303.1.1 Insulation For insulation materials that are provided with C303.1.2 identification a manufacturer's R-value identification mark, indicate that the insulation shall be installed such that the mark is readily observable during inspection. NA C303.1.1 Insulation For insulation materials that are not installed C303.1.2 identification with an R-value identification mark,indicate that an insulation certificate per Section C303.1.1 shall be provided immediately after installation in a conspicuous location in the building so it is readily a YES C303.1.3 Fenestration product Indicate fenestration products shall be labeled WSEC C402.4.3 rating with NFRC U-factor,SHGC,VT and leakage rating,if fenestration products do not have an NFRC rating,indicate applicable Chapter 3 default values. YES C103.2 Roof assembly Indicate R-value(s)of cavity and/or OZH-06 C402.2.1 insulation continuous insulation on roof sections and WSEC envelope compliance reports YES Where insulation thickness varies by greater WSEC than 1 inch,provide area weighted average U- factor calculation YES Indicate framing materials and framing depths OZII-06 on roof sections. NA For ceilings below vented attics and vaulted ceilings,indicate framing method(standard or advanced)per Section A102.2. NA For roof assemblies with insulation entirely above deck that is tapered,indicate effective U-factors of tapered insulation per Section A102.2.6;include roof configuration and slope,maximum R-value at peak and minimum R-value at low point for all roof s NA For metal building roofs,indicate R-values for thermal spacers and each insulation layer, and liner system(LS)method. NA C402.2.1.3 Skylight curb Indicate skylight curb insulation R-value on insulation roof section,if not included in skylight NFRC rating. NA C402.2.1.4 Rooftop HVAC Indicate rooftop HVAC equipment curb equipment curbs insulation R-value on roof section. YES C 103.2 Above/below grade Indicate R-value(s)of cavity and/or OZH-06 C402.2.2 wall assembly continuous insulation on wall sections and C402.2.5 insulation WSEC envelope compliance reports Page 3113 Building Envelope Requirements List, pg 4 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For mass walls,indicate material density category,wall thickness,weight and heat capacity. NA For integral insulated ASTM C90 concrete masonry walls eligible for wall insulation exception,indicate loose-fill core insulation material and percentage of cores filled including grouted cores,bond beams,vertical fills,headers and any other grouted c YES For wall assemblies that include wall furring, OZH-06 indicate the framing materials and framing depths on wall sections. NA For exposed exterior basement/crawlspace walls,indicate method of protection of insulation. YES For wood-framed wall assemblies,indicate on OZII-06 plans the framing depth and method (standard,intermediate or advanced)per Section A103.2. NA C103.2 Above grade wall For steel-framed and metal building wall C402.2.2 assembly insulation assemblies,indicate framing depth on plans. C402.2.5 NA C402.1.4.3 Thermal resistance of Where mechanical systems include through- Table mechanical wall penetrations,indicate penetration C402.1.4 equipment locations on plans and provide calculation of Foot penetrations the total percent sf area of mechanical penetrations NA C402.1.4.3 Thermal resistance of If total sf area of through-wall penetrations Table mechanical exceeds I%of the above grade wall area,the C402.1.4 equipment proposed wall assembly U-factor shall be Foot penetrations calculated by area-weighting the proposed wall assembly type U-factor with a default U- factor of U-0.50 for the mechanical YES Table Peripheral edges of Indicate that the total sf area of the peripheral OZH-06 C402.1.3 intermediate concrete edges of intermediate concrete floors(slab Footnote h floorsiLlh thickness multiplied by perimeter length)is Tabl accounted for as a separate above grade mass wall assembly for prescriptive or component performance compliance:ref YES C103.2 Opaque doors For solid opaque doors and doors with<_50% OZII-03,OZII-04, C402.4.4 integral glazed area,indicate rated U-factor WSEC for swinging(per NFRC-100)and non- swinging doors on wall sections or in door schedules,and WSEC envelope compliance reports. NA C103.2 Garage doors Indicate rated U-factor for opaque sectional, C402.4.4 roll-up,tilt-up,metal coiling and sliding garage doors on wall sections or in door schedules,and WSEC envelope compliance reports. Page 4113 Building Envelope Requirements List, pg 5 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C103.2 Garage doors For garage doors with<_50%integral glazed C303.1.3 area,indicate glazing configuration(single or C402.4.4 multiple row),percentage of glazed area and Tabl rated U-factor(per NFRC 100, ANSI/DASNIA 105 or eligibilty for exception)on wall sections or in door schedules,an NA C103.2 Floor assembly(over Indicate R-value(s)of cavity and/or C402.2.3 outdoor or continuous insulation on floor sections and unconditioned space) WSEC envelope compliance reports insulation NA For floor joists,indicate framing material and framing depth on floor sections. NA For mass floors,indicate material density category,floor thickness,weight and heat capacity. NA C402.2.8 Above-grade exterior Indicate on plans the locations of all decks, concrete slabs balconies and other above-grade concrete slabs that penetrate the building thermal envelope;indicate the total sf area(slab thickness multiplied by the perimeter length) is accounted for as a separate above NA C402.2.8 Above-grade exterior For prescriptive compliance,indicate a concrete slabs minimum R-10 thermal break at all above- grade exterior concrete slab locations(or applicable exception);for component performance compliance,indicate code target U-factor for a mass wall and proposed U- factor as YES Indicate R-value of continuous insulation on OZII-06,WSEC wall section or foundation detail and WSEC envelope compliance reports YES Indicate method of protection of exposed OZH-06 exterior slab edge insulation YES For un-heated slab-on-grade floors,to comply OZII-06,WSEC prescriptively indicate insulation extends down vertically and/or horizontally the required distance from top of slab;for component performance provide effective F- factor. NA For heated slab-on-grade floors,to comply prescriptively indicate insulation extends down vertically from top of slab and then horizontally under the entire slab;for component performance provide effective F- factor for a heated slab. NA Indicate on plans the locations and configuration of all mass transfer deck slabs; indicate the total sf area(slab thickness multiplied by the length of the edge condition) is accounted for as a separate above grade wall assembly;indicate compliance is Page 5113 Building Envelope Requirements List, pg 6 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C402.2.6 Radiant heating Indicate on plans the insulation R-value system panels behind radiant panels,U-bend/headers and insulation bottom surface of radiantly heated floors (other than heated slab-on-grade). YES C402.4 Vertical fenestration Indicate U-factors,SHGC and VT values in OZII-06,WSEC C303.1.3 assembly fenestration schedules and WSEC envelope performance factors compliance reports NA Indicate if an area-weighted U-factor is used for multiple fenestration types within the same fenestration category per Table C402.4; provide area-weighted U-factor calculation NA Indicate if U-factor,SHGC and VT values are NFRC or default;if default then specify frame type,glazing layers,gap width,low-e coatings,gas-fill. NA C402.4.3.3 Dynamic glazing Indicate U-factors,variable SHGCs and VT performance factors values for dynamic glazing products in fenestration schedules and WSEC envelope compliance reports;indicate automatic controls that modulate solar gain in multiple steps;dynamic glazing cannot be area- weighted w YES C402.4.3 Permanent shading For vertical fenestration shaded by building OZH-06,WSEC projection factor(PF) element overhangs or permanent external shading devices,provide projection factor calculations per Equation 4-6 for each fixed and operable vertical fenestration type with similar permanent shading geometry. NA C402.2.9 Vertical fenestration For vertical fenestration within wall intersection with assemblies with continuous insulation(CI), opaque walls!ZY2 indicate in wall sections that the exterior glazing layer and thermal break are aligned laterally within 2-inches of the Cl layer. NA C402.2.9 Vertical fenestration For vertical fenestration within wall intersection with assemblies without continuous insulation, opaque wallsYZV2 indicate in wall sections that the exterior glazing layer and thermal break are aligned laterally within 2-inches of the exterior face of the outermost insulation layer. NA C402.2.9 Vertical fenestration "For vertical fenestration that is inset from the intersection with exterior face of the opaque wall rough opaque wallsi�%2 opening,indicate in wall sections that the exposed exterior portion of the rough opening is covered with a material with an R-value of at least R-3(insulation, 1-1/ NA C402.4.1 Vertical fenestration For window-to-wall ratio(WWR)calculation, C502.2.1 maximum area provide total net sf area of all above grade wall assemblies and total rough opening sf area of all vertical fenestration assemblies in the building;each space conditioning category in the building shall be cal Page 6113 Building Envelope Requirements List, pg 7 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C402.4.1 Vertical fenestration if WWR exceeds the prescriptive maximum C502.2.1 maximum area allowed,indicate alternate compliance method applied(component performance calculation with target area adjustment,vertical fenestration high performance prescriptive alternate,or both). NA C402.1.5 Vertical fenestration If component performance with target area maximum area adjustment(TAA)will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed;include TAA calculation in WSEC envelope compliance reports. NA C402.4.1.1 Vertical fenestration Provide calculations that demonstrate at least C402.4.1.1.1 prescriptive alternate 50%of the total conditioned floor area is C502. -Optimized within a daylight zone;demonstrate daylighting compliance for each space conditioning category in the building separately NA Indicate in project plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per Section C405.2.4.1 NA Indicate that the visible transmittance(VT)of all vertical fenestration in the building is at least 1.1 times the required SHGC per Table C402.4 or no less than VT-0.50,whichever is greater. NA C402.4.1.1 Vertical fenestration Indicate high performance U-factors and C402.4.1.1.2 prescriptive alternate SHGC values in fenestration schedules and C502. -High performance WSEC envelope compliance reports fenestration NA Indicate if an area-weighted U-factor is used for multiple high performance fenestration elements within the same fenestration category per Table C402.4;provide area- weighted U-factor calculation. NA C402.4 Skylight(horizontal Indicate U-factors,SHGC and VT values in C303.1.3 fenestration) fenestration schedules and WSEC envelope assembly compliance reports;indicate if values are performance factors NFRC or default NA C402.4.3.4 Skylight(horizontal Indicate if an area-weighted U-factor is used fenestration) for multiple skylight types;provide area- assembly weighted U-factor calculation. performance factors NA C402.4.1 Skylight maximum For skylight-to-roof ratio(SRR)calculation, C502.2.2 area provide total net sf area of roof and total rough opening sf area of all skylight assemblies in the building;each space conditioning category in the building shall be calculated separately;include SRR in WSE NA C402.4.1 Skylight maximum If SRR exceeds the prescriptive maximum C402.1.5 area allowed,indicate compliance method applied C502.2.2 is component performance calculation with target area adjustment. Page 7113 Building Envelope Requirements List, pg 8 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C402.1.5 Wall/vertical If target area adjustment(TAA)will be used fenestration and roof to account for vertical fenestration and/or /skylight target area skylight area in excess of the prescriptive adjustment maximum allowed,include TAA calculations in WSEC envelope compliance reports. NA C402.4.2 Single story spaces Provide list of enclosed,single story spaces requiring skylights located directly under a roof that exceed 2,500 sf floor area and have a ceiling height>_ 15 ft for at least 75%of the ceiling area within the space;for each space identify the space use,floor area,floo NA For each space required to comply with the skylight provision,provide calculations for percentage of conditioned floor area located within a toplit daylight zone(minimum is 50%);if exception is taken for spaces where the total floor area minus the side NA Indicate compliance method applied to each space(minimum ratio of skylight area to toplit daylight zone area is>3%,OR minimum skylight effective aperture is>_ 1% per Equation C4-5);provide compliance method calculations for each space NA Indicate haze factor of skylight glazing material or diffuser. NA C410.2 Walk-in and Indicate insulation R-values for cooler and warehouse cooler and freezer wall and ceiling assemblies in plans freezer envelope and WSEC envelope compliance reports NA Indicate cooler and freezer door insulation R- values in plans and WSEC envelope compliance reports;indicate method of minimizing air infiltration(strip doors, curtains,spring-hinged doors,etc);provide automatic door closure(or note exception taken) NA For transparent reach-in doors and fixed windows,indicate number of glass panes (double or triple pane);indicate whether the interstitial spaces between panes is filled with inert gas or if panes are heat-reflective treated glass. ENVELOPE ASSEMBLIES-ADDITIONAL ENERGY EFFICIENCY MEASURE YES C406.2.12 Enhanced thermal To comply with this additional efficiency WSEC envelope measure,indicate thermal envelope performance compliance is via component performance; provide WSEC envelope compliance reports that demonstrate Proposed Total UxA is 15% lower than the Allowable(Code Target)Total UxA. ENVELOPE ASSEMBLIES-LOAD MANAGEMENT MEASURES Page 8113 Building Envelope Requirements List, pg 9 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.3.3 Automated shading To comply with this additional efficiency measure,provide calculations that demonstrate window-to-wall ratio(WWR)on south&west facing exposures exceed 20%; indicate method of shading(movable exterior shading or dynamic glazing)on plans for all sunl NA C406.3.3 Automated shading Indicate automatic controls are connected to a central DDC system having digital input capable of being activated by an external utility signal;where utility real-time demand or pricing program exists,indicate system configured to utilize this signal;o NA C406.3.7 Building thermal To comply with this additional efficiency mass measure,indicate building includes mass wall and floor assemblies with indoor facing mass surfaces that communicate directly with the conditioned indoor air(wall board and hard surface flooring are permitted wit NA C406.3.7 Building thermal Indicate HVAC systems serving areas with mass building thermal mass are configured with summer mode night flush sequence control of air economizers to pre-cool the building during unoccupied periods NA C406.3.7 Building thermal Indicate automatic controls are connected to a mass central DDC system having digital input capable of being activated by an external utility signal;where utility real-time demand or pricing program exists,indicate system configured to utilize this signal;o AIR BARRIER&AIR LEAKAGE TEST NA C402.5.1.1 Air barrier Identify location and provide diagram of construction and continuous air barrier in plans and sections sealing NA Provide details for all joints,transitions in materials,penetrations in air barrier and note method of sealing(caulked,gasketed,or other approved method) NA C402.5.5 Rooms containing For room(s)located within the conditioned C402.5.1.1 fuel burning space space that contain non-direct vent fuel- conditioning burning appliances that require outdoor air for appliances combustion,indicate method of isolation from the conditioned space;include sealing of walls,floor and ceiling of room,do NA Indicate walls,floor and ceiling of the room envelope are insulated to the same level required for an exterior envelope;indicate combustion air ductwork that passes through conditioned space is provided with at minimum R-16 insulation. NA C402.5.6 Doors and access Indicate locations of all doors and access openings to shafts, openings to shafts,chutes,stairways and chutes,stairways and elevator lobbies on plans elevator lobbies Page 9113 Building Envelope Requirements List, pg 10 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate method of sealing of these openings (gasketing,weatherstripping,other sealing method);or exception taken. NA C402.5.7 Outdoor air intakes, Indicate locations of all stairway enclosure, exhaust and relief elevator shaft and building pressurization openings relief openings,outside air intakes and exhaust openings on plans NA Indicate in air barrier documentation and mechanical plans that all relief,outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.7.8. NA C402.5.10 Recessed lighting in Indicate method of sealing between light building envelope fixture housing and wall or ceiling NA Indicate in air barrier documentation and lighting fixture schedules that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test. NA C402.5.8 Loading dock seals Indicate weather seal at cargo and loading dock doors. NA C402.5.9 Vestibules Indicate locations and dimensions of vestibules for building entrances;also indicate vestibule information for exit-only doors in buildings where separate doors for entering and exiting are provided NA Indicate locations of all building entrances and exit-only doors provided with an air curtain in lieu of a vestibule;indicate air curtain performance complies with requirements per C402.5.9 Exception 7 NA Indicate exception and criteria utilized for all building entrances and exit-only doors that do not have a vestibule or air curtain NA For unconditioned vestibules,indicate which vestibule envelope assembly(interior or exterior)complies with the thermal envelope performance requirements for a conditioned space. NA C103.2 Building enclosure air Indicate in project documents that building C402.5.1.2C leakage test enclosure air leakage testing is required for 402.5.1.2.1 WSEC compliance NA Provide area calculations that account for all six sides of the air barrier boundaries NA For commercial buildings,indicate that building enclosure air leakage testing shall be performed per ASTM C779(or equivalent method approved by the code official)and the target leakage rate is 0.25 cfm/ft2(1.5 L/s*m2)at 0.3 in.wg(75 Pa) Page 10113 Building Envelope Requirements List, pg 11 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For a commercial or Group R occupancy area weighted test,indicate that tested portions of the building shall include all spaces directly under the roof,all spaces that have a building entrance,exposed floor,loading dock or are below grade plane,and representative above- grade areas that total>25%of the building total above-grade wall area;indicate in project documents that the weighted average air leakage rate of the building thermal envelope shall not exceed 0.25 cfm/ft2(1.27 L/s*m2) when measured at a pressure differential of 0.3 in.wg(75 Pa). NA For a Group R occupancy building where dwelling units,sleeping units or other condition spaces are accessed directly from the outdoors,indicate that each testing unit,or a representative sampling of units,shall be tested separately via an un-guarded blower door test;indicate in project documents that the weighted average air leakage rate of all testing units combined shall not exceed 0.25 cfm/ft2(1.27 L/s*m2)when measured at a pressure differential of 0.2 in.wg(50 Pa). NA If the building is mixed residential/ commercial and three stories or less above grade plane,indicate which building enclosure air leakage test procedure will be used for the Group R-2/R-3 areas(Section R402.4.1.2 or C402.5.1.2);if per R402.4.1.2,i NA Include the following requirements in project documents:(1)Submit building enclosure air leakage test reports to jurisdiction and owner; (2)If initial test result exceeds 0.25 cfm/ft2 (1.5 L/s*m2),indicate that inspection and all practical corrective AIR LEAKAGE TEST-ADDITIONAL ENERGY EFFICIENCY MEASURES NA C406.9 Reduced air To comply with additional efficiency credit, infiltration indicate in project documents that the building enclosure air leakage test results shall not exceed 0.17 cfm/ft2 at 0.3 in.wg(75 Pa); all documentation requirements per C 103.2 and C402.5.1.2 apply NA C406.2.13 Enhanced reduced air To comply with this additional efficiency C406.2.13.2 leakage measure,indicate in project documents that the measured air leakage rate of the building thermal envelope for the total conditioned floor area of the whole building or fully isolated building addition or tenant space, shall not exceed 0.0825 cfm/ft2(0.419 L/s*m2)when measured at a pressure differential of 0.3 in.wg(75 Pa);all documentation requirements per C 103.2 and C402.5.1.2 apply. ELEVATORS-ADDITIONAL ENERGY EFFICIENCY MEASURE Page 11113 Building Envelope Requirements List, pg 12 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.18 Efficient elevator For buildings>3 stories above grade,to equipment comply with this additional efficiency measure identify on plans which floors are served by elevators that are rated ISO 25745-2 Energy Efficiency Class A;if not all floors are served by this elevator class,p KITCHEN&LAUNDRY-ADDITIONAL ENERGY EFFICIENCY MEASURES NA C406.2.14 ENERGY STAR Indicate building area that this additional commercial kitchen efficiency measure is being applied to is equipmentiZlh Group A-2 or other occupancy where the primary business requires the use of commercial kitchen equipment;include kitchen equipment schedule on plans;indicate project NA C406.2.15 ENERGY STAR For Group R-1&R-2 occupancies,to comply kitchen appliances with this additional efficiency measure serving Group R-1 & indicate>_90%of all residential dishwashers, R-2 refrigerators and freezers specified are ENERGY STAR Most Efficient qualified models;include kitchen equipment schedule o NA C406.2.16 ENERGY STAR in- For Group R-2 occupancies,to comply with unit laundry this additional efficiency measure indicate>_ appliances serving 90%of all in-unit residential clothes washers Group R-2 and dryers specified are ENERGY STAR Most Efficient qualified models;include laundry equipment schedule on plans;if NA C406.2.17 ENERGY STAR heat For Group R-1&R-2 occupancies,to comply pump clothes dryers with this additional efficiency measure serving Group R-1& indicate>_90%of all clothes dryers specified R-2 are ENERGY STAR qualified heat pump dryers;includes dryers located in-unit and within central multi-family use laundry ro ENVELOPE ALTERATIONS NA C503.1 Roof alteration- For a roof alteration where existing ceiling insulation cavities are exposed,indicate cavities are insulated to full depth at a minimum nominal value of R-3.0 per inch. NA For a roof covering replacement where insulation is installed entirely above the roof deck,or the existing roof contains no insulation,indicate insulation complies with requirements for new construction per Tables C402.1.3 or C402.1.4. NA C503.1 Wall and floor For a wall or floor alteration(floor over alteration-insulation outdoor or unconditioned space)where existing envelope cavities are exposed, indicate cavities are insulated to full depth at a minimum nominal value of R-3.0 per inch. Page 12113 Building Envelope Requirements List, pg 13 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C503.3.2 Addition of vertical Where the addition of new vertical fenestration fenestration results in a window-to-wall ratio (WWR)exceeding the prescriptive maximum allowed per C402.4.1,demonstrate method of compliance(prescriptive vertical fenestration alternate,component performance with tar NA C503.3.3 Addition of skylights Where the addition of new skylights results in a skylight-to-roof ratio(SRR)exceeding the prescriptive maximum allowed per C402.4.1, demonstrate method of compliance (component performance compliance with target area adjustment for the alteration area a NA C103.2 Change in space For areas under-going a change in space C103.6.3 conditioning or conditioning or occupancy,indicate envelope C505.1 occupancy envelope thermal performance compliance path applied C505.4 compliance path to the building alteration area(prescriptive compliance or component performance with 110%target UxA allowance);provide cor NA C103.2 Change in space If complying via total building performance C103.6.3 conditioning or with 110%allowance,provide a list of all C505.1 occupancy envelope proposed envelope component types,areas C505.4 compliance path and U-values in energy model documentation. PROJECT CLOSE OUT YES C103.6 Documentation and Indicate in plans that project close out WSEC submittal documentation is required including envelope requirements record construction documents,applicable calculations,WSEC envelope compliance reports,and fenestration NFRC rating certificates. YES C401.4 Thermal envelope Indicate in plans that a thermal envelope WSEC certificate certificate is required at project close out; indicate that information on this certificate shall include the rated R-values of all opaque assembly insulation,U-factors&SHGCs for all fenestration assemblies and If"no"is selected for any question,provide explanation. 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G O N y0 C Vs o y { i AM WA C� N v g _ �� • c� 9'?� 415 N 'A 39016 �GISTGA�'� IEXPIRESr A 6123.20227 a July 27, 2025 d K CU7 N vxi o d N M � U N � A � a y0 I d a 0 d w d d G7 en " x L H O �w py o C40 vi W a. �•e � � a A Fi o y x O k � w � b w �p � m O G z � L Ao a a a 3 w z A o A b 0 � a N o Pr O y 1AM Rl wa; CC a"i C 'AO '76 �e EXPIRE A"23.i�2.7. July 27, 2025 Lighting, Motor and Electrical Requirements List, pg 1 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: OZARK II OZII-126-2021 WSEC 7801 Jensen Farm Lane Arlington,WA 98223 Date: 2025-07-23 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes LIGHTING SCOPE NA C103.1 Construction For a shell&core or tenant space(first build- documents-General out)project,indicate if there is no lighting scope included in the project. NA C103.1 Construction For an alteration project,indicate if there is documents-General no lighting scope included in the project. NA C405.1 Lighting in sleeping Indicate general compliance path for units permanently installed luminaires in sleeping units-vacancy controls&luminaire efficacy; or lighting power allowance. INTERIOR LIGHTING CONTROLS YES C405.2 Interior lighting For all interior lighting systems,indicate OZII-21,OZII-22 controls,general lighting control method(general lighting controls requirements or luminaire level lighting controls)on plans for all spaces and lighting zone(s)served;indicate exceptions applied to eligible spaces and light YES C405.2.3 Manual controls Indicate on plans the method of manual OZII-21,OZII-22 lighting control,location of manual control device and the area or specific application it serves. NA C405.2.4 Manual interior light For general lighting not controlled by C405.2.4.1 reduction controls occupancy sensors,indicate on plans which method of manual 50%lighting load reduction is provided,or indicate applicable exception. YES C405.2.1 Method of automatic Indicate on plans the method of automatic OZII-21,OZII-22 C405.2.2 shut-off control shut-off control during unoccupied periods (occupancy sensor or time switch)for all lighting zones. YES C405.2.1 Occupant sensor Indicate on plans all luminaires that are OZII-21,OZII-22 controls controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100%off when the space is unoccupied NA C405.2.1 Occupant sensor Indicate if occupant sensor controls are C405.2.1.1 controls configured to be manual on or automatic on to not more than 50%power;indicate spaces eligible for exception that allows automatic on to 100%power. NA C405.2.1.2 Occupant sensor Indicate each aisleway within a warehouse or controls-warehouse library stack space designated as a separate storage areas& zone that is independently controlled library stacks Page 1113 Lighting, Motor and Electrical Requirements List, pg 2 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate occupant sensors are configured to automatically reduce lighting power by>_50% when the zone is unoccupied for over 20 minutes;indicate controls are configured to automatically restore lighting to full power when the zone or space is occupie NA C405.2.1.2 Occupant sensor Indicate method of automatic 100%shut-off controls-warehouse (occupancy sensor or time switch) storage areas& library stacks NA C405.2.1.3 Occupant sensor For open plan office areas larger than 300 sf, controls-open plan indicate all general lighting control zones are office areas <_600 sf NA C405.2.1.3 Occupant sensor Indicate all general lighting control zones are controls-open plan provided with vacancy controls that are office areas configured to reduce lighting power by not less than 80%when the zone is unoccupied and turn luminaires 100%off when the control zone is unoccupied;indicate unoccup NA C405.2.1.4 Occupant sensor Indicate stairway lighting is provided with controls-enclosed occupancy sensor controls that reduce lighting fire-rated stairwells power by not less than 50%when the stairway in unoccupied and restore lighting to 100% when it is occupied. NA C405.2.1.5 Occupant sensor Indicate corridor lighting is provided with controls-corridors occupancy sensor controls that reduce lighting power by not less than 50%when the corridor is unoccupied. NA C405.2.2.1 Automatic time Indicate spaces on plans where time switch switch controls controls are configured to turn luminaires 100%off during unoccupied hours NA Indicate spaces on plans where time switch controls are configured to turn on lighting to full power versus 50%power NA Indicate locations of override switches on plans and the lighting zone(s)served;indicate that the area(s)served by each override switch does not exceed 5,000 sf. NA C405.2.5.2 Daylight zones- Indicate primary and secondary sidelit C405.2.5.4 Sidelit zones daylight zone floor areas on plans NA For small vertical fenestration assemblies (rough opening less than 10%of primary daylight zone floor area)where daylight responsive controls are not required,provide fenestration area to daylight zone floor area calculation(s). NA Indicate toplit daylight zone floor areas on plans. NA C405.2.5 Daylight responsive Indicate on plans all lighting zone(s)served by C405.2.5.1 controls daylight responsive controls;indicate that the area served by each control device does not exceed 2,500 SF Page 2113 Lighting, Motor and Electrical Requirements List, pg 3 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Identify sidelit and toplit daylight zones that are not provided with daylight responsive controls and the exception(s)that apply NA C405.2.5.1 Daylight responsive Indicate on plans that all daylight responsive controls controls provide continuous dimming to <15%full light output NA C405.2.5.1 Daylight responsive Indicate that daylight responsive controls are controls configured to completely shut off all controlled lighting fixtures within the lighting zone. NA C405.2.6 Additional controls- Identify spaces and lighting fixtures on plans Specific application that require specific application lighting lighting controls controls per this section. NA C405.2.6, Additional lighting Indicate on plans that all display,accent and Items 1.1 thru controls for display, supplemental task lighting fixtures are 1.6 accent& controlled independently from general area supplemental task lighting lighting NA C405.2.6, Display and accent For display and accent lighting fixtures, Items 1.1 and lighting including lighting fixtures added per the 1.2 C405.2.2.1 additional interior lighting power allowance,indicate on plans the separate manual controls for these fixtures and the type of automatic off controls(occupanc NA For display case lighting fixtures,indicate on plans the separate manual controls for these fixtures and the type of automatic off controls (occupancy sensor or time-switch) NA C405.2.6, Supplemental task For supplemental task lighting fixtures Item 1.4 lighting including under-shelf or under-cabinet lighting,indicate on plans the separate manual controls for these fixtures and the type of automatic off controls(occupancy sensor or time-switch) NA C405.2.6, Lighting equipment For lighting equipment for sale or Item 1.5 for sale or demonstration,indicate on plans the separate demonstration manual controls for these fixtures and the type of automatic off controls(occupancy sensor or time-switch) NA For exhibit lighting fixtures in galleries, museums and monuments,indicate on plans the separate manual controls for these fixtures and the type of automatic off controls (occupancy sensor or time-switch). NA C405.2.6, Permanently installed Indicate method of automatic off control of Item 2 lighting in sleeping all installed luminaires in sleeping units units (vacancy or captive key card control);also refer to Receptacles. Page 3113 Lighting, Motor and Electrical Requirements List, pg 4 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.2.6, Lighting for non- For lighting serving non-visual applications Item 3 visual applications (food warming and lighting for life support of nonhuman life forms),indicate on plans that lighting fixtures are controlled independently from both general area lighting and other lighting applications within NA Indicate on plans separate manual controls for non-visual lighting application fixtures and applicable automatic lighting controls; indicate that the area served by each control device does not exceed 4,000 sf. NA For task lighting that serves medical&dental purposes,indicate on plans that lighting fixtures are provided with manual control that is independent from general area lighting. NA C405.2.6, Means of egress Identify all means of egress lighting fixtures Item 5 lighting on plans including fixtures that function as both normal and emergency illumination NA Provide calculation for total lighting power density(LPD)of all means of egress lighting fixtures;if total LPD is>_0.01 Watts/SF, indicate on plans the method of automatic shut-off control during unoccupied periods (emergency relay&occupancy sens NA C405.2.8 Advanced lighting For open office areas>5,000 sf,indicate controls in open which advanced lighting control system is office areas provided(luminaire level lighting controls or networked lighting controls). NA C405.2.8.1 Luminaire level Where LLLC are provided to comply with lighting controls C405.2.8,or provided as the alternate lighting (LLLC) controls compliance method per C405.2,or to comply with C406.2.4.2 Enhanced digital interior lighting controls;provide sequence of operations that describes required NA C405.2.8.1 Luminaire level Indicate on plans that each LLLC luminaire is C405.2.8.3 lighting controls configured with occupancy sensing control (LLLC) functions(including C405.2.1.3 requirements for open office areas)and continuous full range dimming controls to brighten or dim lights based on occupancy and availab NA C405.2.8.2 Networked lighting Where NLC are provided to comply with control(NLC) C405.2.8,or to comply with C406.2.4.2 Enhanced digital interior lighting controls; provide sequence of operations that describes required NLC capabilities and performance parameters NA C405.2.8.2 Networked lighting Indicate on plans that each NLC luminaire is C405.2.8.3 control(NLC) individually addressable or document exception applied;Indicate on plans that each NLC luminaire is configured with occupancy sensing control functions(including C405.2.1.3 requirements for open office areas) Page 4113 Lighting, Motor and Electrical Requirements List, pg 5 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.8.3 High end trim Where high end trim is required,luminaires shall be initially configured to limit maximum lumen output or lighting power to 85%or to the target design lighting power. INTERIOR LIGHTING CONTROLS-ADDITIONAL ENERGY EFFICIENCY MEASURE NA C406.2.4.2 Enhanced digital To comply with the enhanced interior lighting interior lighting controls measure,provide calculations that controls demonstrate that lighting in z 50%of the project floor area is provided with LLLC (C405.2.8.1)or NLC(C405.2.8.2)controls with high end trim(C405.2.8.3) NA Where LLLC is provided,indicate on plans that each LLLC controlled luminaire is configured with integral sensors;where NLC is provided,indicate on plans that each NLC controlled luminaire is configured to be independently addressable;provide sequence NA C406.2.4.1 Enhanced lighting In Group R-2 occupancies,indicate on plans a controls in Group R-2 master control at the main entrance to each dwelling or sleeping unit that switches off all lights and switched receptacles(may be two controls,one for lights and the other for receptacles);indicate on plan INTERIOR LIGHTING CONTROLS-LIGHTING LOAD MANAGEMENT MEASURE NA C406.3.1 Interior lighting DDC To comply with the interior lighting load controls&real-time management measure,indicate automatic demand response lighting controls are connected to a central DDC system capable of activation by an external utility signal;where utility real-time demand or pricing program exists,indicat NA C406.3.1 Interior lighting Indicate lighting controls are configured to power reduction gradually reduce by continuous dimming the controls interior general area lighting power by?20% in response to a peak demand signal;calculate the percentage of total building floor area served by load management ligh NA C406.3.1 Warehouse&retail For warehouse&retail storage areas,indicate storage interior method of interior general area lighting power lighting power reduction(continuous dimming by?20%; reduction controls switching off?25%of lighting power). EXTERIOR LIGHTING CONTROLS YES C405.2.9 Exterior lighting For all exterior lighting,indicate on plans OZII-21,OZII-22 C405.2.9.1 controls automatic controls(either daylight sensing or C405.2.9 astronomic time clock)configured to turn lighting off when daylight is present;or indicate exception applied. NA For exterior building facade&landscape lighting,indicate that controls are configured to turn this lighting off when daylight is present for a minimum of 6 hours per night, or from 1 hour after closing to 1 hour before opening per the occupancy schedul Page 5113 Lighting, Motor and Electrical Requirements List, pg 6 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For outdoor parking area(not parking garage) luminaires that are mounted<_24 feet high and are rated at Z 40 watts,indicate that controls are configured to turn this lighting off when daylight is present;in addition, indicate controls are config NA For exterior lighting other than building facade,landscape and outdoor parking area lighting,indicate controls are configured to reduce lighting power by at least 50%from 12am-6am,or 1 hour after closing to 1 hour before opening,or when no activity i NA C405.2.10 Parking garage Indicate all interior parking garage lighting lighting control fixtures are provided with time switch controls(per C405.2.2.1)or occupancy sensor controls(per C405.2.1.1);indicate controls are configured to reduce lighting power by at least 30%when no activity is det NA C405.2.10 Parking garage For parking garage lighting fixtures located lighting control- within 20 feet of perimeter wall openings, Perimeter lighting indicate on plans that daylight sensing controls zones are configured to reduce lighting power by at least 50%,or exception applied NA C405.2.10 Parking garage For lighting fixtures at vehicle entrances& lighting control-Eye exits,indicate on plans that daylight sensing adaptation lighting controls are configured to reduce lighting power by at least 50%from sunrise to sunset. NA C405.3 Lighting for plant For permanently installed lighting fixtures growth and used specifically for plant growth and maintenance maintenance,indicate that the photosynthetic photon efficacy measured at the lamp or luminaire is> 1.7 iL�hmol/J in greenhouses and>_ 1.9 iLlhmol/J in all other indoo NA C405.5.4 Exterior gas-fired Indicate ignition system is a method other lighting appliances then continuously burning pilot light. INTERIOR&EXTERIOR LIGHTING CONTROL CIRCUITS NA C405.2.7 Area controls- Indicate location(s)of lighting master control Master control switch(es)intended to control multiple switches independent switches;a circuit breaker may not be used as a lighting master control switch NA Verify the maximum power controlled by any single lighting control switch or automatic control device is no more than a 20 amp circuit loaded to?80%. INTERIOR LIGHTING POWER&EFFICACY YES C405.4.1 Total connected Include all luminaires in interior lighting OZII-21,OZII-22, interior lighting fixture schedule;indicate fixture types,lamps, WSEC power ballasts and rated watts per fixture;include rated wattage of lamps for luminaires with lamps connected directly to building power; include wattage limit of tran Page 6113 Lighting, Motor and Electrical Requirements List, pg 7 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Identify spaces eligible for lighting power exemption on plans and in WSEC interior lighting compliance reports;indicate the exception applied NA Identify lighting equipment eligible for lighting power exemption in fixture schedule and in WSEC interior lighting compliance reports;indicate the exception applied. NA C405.1.1 Lighting in dwelling Include all permanently installed luminaires in units dwelling units in interior lighting fixture schedule;include luminaire lighting power and efficacy(lumens) NA Include all permanently installed luminaires in sleeping units in interior lighting fixture schedule;include luminaire lighting power or efficacy(lumens)depending on compliance path taken per C405.1 NA For all permenantly installed luminaires, indicate in interior lighting fixture schedule that rated lamp efficacy is>_65 lumens/watt or luminaire efficacy is>_45 lumens/watt. YES C405.4.2 Interior lighting Indicate which interior LPA method is SPACE BY SPACE power allowance applied to the entire building(Building Area METHOD (LPA) Method or Space-by-Space Method);indicate LPA applied is Space-by-Space Method for partial building projects and for buildings with unfinished spaces. INTERIOR LIGHTING POWER CALCULATION-INDICATE COMPLIANCE PATH TAKEN NO C405.4.2.1 Building Area Demonstrate that total proposed interior Method lighting wattage per building does not exceed the sum of the maximum allowed wattages for all building area types;identify locations of building areas on plans;provide WSEC interior lighting compliance reports. YES C405.4.2.2 Space-By-Space Demonstrate that total proposed interior Method lighting wattage does not exceed the maximum allowed wattage;identify locations of space types on plans,including additional allowance retail display areas and areas with display,highlight and decorative lightin INTERIOR LIGHTING POWER&EFFICACY-ADDITIONAL ENERGY EFFICIENCY MEASURES YES C406.2.3.1 Reduced interior To comply with the reduced interior LPD WSEC C406.2.3.2 lighting power additional energy efficiency measure, density(LPD) demonstrate that total proposed interior LPD wattage is 10%or 20%lower than the total interior LPA wattage for the area the reduced lighting power measure is being applied to Page 7113 Lighting, Motor i • Electrical Requirements • • i of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.3.3 Reduced interior To comply with reduced interior LPD LPD-Dwelling& additional energy efficiency measure for a sleeping unit lamp building with dwelling units or sleeping units, efficacy indicate in interior lighting fixture schedule that all permenantly installed luminaires have a rated lamp efficacy>_90 fume EXTERIOR LIGHTING POWER&EFFICACY YES C405.5.2 Total connected Include all luminaires in exterior lighting WSEC exterior lighting fixture schedule;indicate fixture types,lamps, power ballasts and rated watts per fixture;include rated wattage of lamps for luminaires with lamps connected directly to building power; include wattage limit of tran NA Identify exterior lighting applications eligible for lighting power exemption on plans and in WSEC exterior lighting compliance reports; indicate the exception applied. NA TABLE Exterior lighting zone Indicate the building exterior lighting zone as C405.5.3(1) specified by the AH7. NA C405.5.1 Exterior building For building grounds lighting fixtures rated at grounds lighting greater than 25 watts,indicate in exterior lighting fixture schedule that fixtures have a rated lamp efficacy>_ 100 lumens/watt or indicate the exception applied. EXTERIOR LIGHTING POWER CALCULATION YES C405.5.3 Exterior lighting Demonstrate that total proposed exterior WSEC power allowance surface lighting wattage does not exceed the (LPA) maximum allowed wattage(including base site allowance);identify locations of exterior surfaces on plans;provide WSEC exterior lighting compliance reports NA Demonstrate that total proposed wattage for each additional allowance exterior surface type does not exceed the LPA for the surface type(includes base site allowance remaining after C405.5.3 LPA calculation);identify locations of additional allowance ex LIGHTING SYSTEMS ALTERATIONS NA C503.7.1 New lighting systems Where new interior or exterior lighting and controls systems are installed within an existing building site,indicate new lighting controls comply with C405.2;indicate commissioning of lighting controls(C408.4)and lighting system energy end-use metering(C409.3)wi NA C503.7.2 Interior lighting& Include all new luminaires in interior lighting parking garage fixture schedule in plans,provide same lighting alteration lighting fixture information as for new construction per C405.4.1 and C405.4.2 Page 8113 Lighting, Motor and Electrical Requirements List, pg 9 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For alterations that add or replace>20%of luminaires within an interior space or parking garage,indicate which interior lighting power allowance(LPA)method is applied to the alteration project area(Space-by-Space Method for partial building alte NA Demonstrate that total proposed interior lighting wattage(including existing-to-remain lighting wattage)within the alteration project area does not exceed the maximum allowed wattage(Space-by-Space Method)or the sum of the maximum allowed wattages for NA C503.7.2 Interior lighting For alterations that add or replace<20%of alterations(LPA)- luminaires in an interior space or parking Add/replace garage,calculate total existing interior lighting wattage within the project area prior to the alteration NA C503.7.2 Interior lighting Demonstrate that total proposed interior alterations(LPD)- lighting wattage(including existing-to-remain Add/replace lighting wattage)within the alteration project area does not exceed the total existing interior lighting wattage prior to the alteration; provide WSEC interior lighti NA Include all new luminaires in exterior lighting fixture schedule in plans,provide same lighting fixture information as for new construction per C405.5.2 NA C503.7.2 Exterior lighting For alterations that add or replace>_20%of alterations(LPA)- exterior lighting wattage,indicate exterior Add/replace&ge lighting power allowance(LPA)calculated in 20% the same manner as for new construction NA C503.7.2 Exterior lighting Demonstrate that total proposed exterior alterations(LPD)- lighting wattage(including existing-to-remain Add/replace&ge lighting wattage)does not exceed the 20% maximum allowed wattage;identify locations of surface types on plans,including additional allowance surfaces;provide WSEC exte NA C503.7.2 Exterior lighting For alterations that add or replace<20%of alterations(LPA)- exterior lighting wattage,calculate total Add/replace existing exterior lighting wattage prior to the alteration NA C503.7.2 Exterior lighting Demonstrate that total proposed exterior alterations(LPD)- lighting wattage(including existing-to-remain Add/replace lighting wattage)does not exceed the total existing exterior lighting wattage prior to the alteration;identify locations of surface types on plans,including additio NA C503.7.3 Interior lighting Where new wiring is installed to serve new wiring&circuiting interior luminaires and/or luminaires are alterations relocated to a new circuit;indicate manual and automatic lighting controls are provided (as applicable)-manual&light reduction (C405.2.3&C405.2.4);occupancy sens Page 9113 Lighting, Motor and Electrical Requirements List, pg 10 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Where new wiring is installed to serve new exterior luminaires and/or luminaires are relocated to a new circuit;indicate circuit power area controls(C405.2.7)are provided; indicate commissioning of exterior lighting controls(C408.4)will be provided, NA C503.7.4 Lighting panel Where a new interior and/or exterior lighting alterations panel is installed or an existing panel is moved (including all new raceway and conductor wiring),indicate all of the same interior lighting controls requirements as for wiring& circuiting alterations apply, NA C503.7.5 Newly-created rooms Where interior space(s)are reconfigured (permanently installed walls or ceiling-height partitions)to create new enclosed spaces, indicate the following manual and automatic lighting controls are provided(as applicable)- manual&light reduction(C405. NA C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and/or ballast replacement; indicate fixture alteration does not increase existing fixture wattage NA C505.1 Change of interior Identify spaces on plans where the building space use area type or space use type is being changed from one type to another per Tables C405.4.2(1)or(2)including additional allowance retail display areas and areas with display,highlight and decorative lighting NA Demonstrate that total proposed interior lighting wattage(including existing-to-remain lighting wattage)within the alteration project area does not exceed the maximum allowed wattage(Space-by-Space Method)or the sum of maximum allowed wattage per each RECEPTACLES NA C405.10 Automatic receptacle Provide schedule on electrical plans that lists control the number of controlled and uncontrolled receptacles in each space where controlled receptacles are required-classrooms, enclosed offices,conference rooms, copy/print rooms,break rooms and individual wo NA Identify all controlled and uncontrolled receptacles on electrical plans;indicate that>_ 50%of all receptacles are provided with automatic controls in each space where they are required;include receptacle configuration such as spacing between contro NA Indicate on plans the method of automatic control for each controlled receptacle zone (occupant sensor or programmable time-of- day control);indicate that the area served by each control device does not exceed 5,000 sf. Page 10113 Lighting, Motor and Electrical Requirements List, pg 11 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.2.6, Switched receptacles Indicate method of automatic off control of Item 2 in sleeping units all switched receptacles in sleeping units (vacancy or key card control). NA C405.7.1 Electric receptacles at In all designated appliance locations within dwelling unit gas dwelling units(kitchen cooking appliances, appliances laundry and domestic water heating),indicate electric receptacles or junction box&circuit within 12 inches of the appliance location with sufficient capacity to se NA C503.7.7 Electrical receptacle For alteration project areas>_5,000 sf where alerations electric receptacles are added or replaced, indicate receptacles are provided with automatic controls per C405.10,or exception applied. ELECTRIC MOTORS NA C405.8 Electric motor Include all motors,including fractional hp efficiency motors,in electric motor schedule on electrical plans;indicate motor type, horsepower,rpm,rated efficiency,or exception applied. ELEVATORS,ESCALATORS&MOVING WALKS NA C405.9.1 Elevator cabs For luminaires in each elevator cab,provide calculations that demonstrate average efficacy is not less than 35 lumens per watt NA For elevators that do not have an integral air conditioning system,indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm NA Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more. NA C405.9.2 Escalators and Indicate escalators and moving walks comply moving walks with ASME A17.1/CSA B44 and are provided with automatic controls that are configured to reduce operational speed to the minimum permitted when not in use,or exception applied. NA C405.9.3 Escalator energy Indicate escalators are designed to recover recovery electrical energy when resisting overspeed in the down direction. RENEWABLE ENERGY NA C411 Renewable Energy For new construction,including additions, change of use,and change of occupancy,with floor area> I 0000sf;provide documentation of on-site renewable energy capacity;provide calculations supporting applicable exceptions; if qualifying by exception provide an accounting for the additional Additional Energy Efficiency Credits that will be required Page 11113 Lighting, Motor and Electrical Requirements List, pg 12 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com RENEWABLE ENERGY-ADDITIONAL ENERGY EFFICIENCY MEASURE NA C406.2.5 On-site and off-site To comply with the renewable energy renewable energy measure,provide an accounting of on-site and any contracted off-site renewable energy capacity;for all off-site sources,indicate the C411.2 renewable energy source type,energy factor,and the rated capacity and calculated code credited kW;indicate on-site renewables used to comply with C411 or for a code exception elsewhere in the code;with the remaining renewable energy provide Equation 4-17 calculations showing the achieved credits and that the achieved credits are?the base credits for the measure NA C406.2.5 On-site and off-site Provide documentation that all off-site renewable energy renewable energy systems comply with Sections C411.2.2 and C411.2.3 including all contracts,and the ownership and location of off-site generation ELECTRIC ENERGY STORAGE-LOAD MANAGMENT MEASURE NA C406.3.4 Electric energy To comply with the electrical energy storage storage load managment measure,indicate automatic controls shall store electricity in electric storage devices during nonpeak periods and use stored energy during peak periods; Document the total electric storage device capacity;indicate it is?5 Wh/sf(58 Wh/sm) of gross building area;for proration provide the proration calculations supporting the claimed credit GENERAL ELECTRICAL SYSTEMS NA C405.6 Electrical Include electrical transformer schedule on transformers electrical plans;indicate transformer type, size(kVA),efficiency,or exception applied. NA C405.7 Dwelling unit Indicate on electrical plans that each dwelling electrical energy unit in a Group R-2 building has a separate consumption electrical energy meter,or exception applied. NA C405.11 Voltage drop Indicate wire conductors are sized so that the maximum voltage drop from customer service conductors to branch circuit conductors is&le 5%. NA C405.12 Alternating current- Indicate in plans that AC-output ITS systems output uninterruptible serving computer rooms meet or exceed the power supplies(AC- calculation and testing requirements identified output UPS) in ENERGY STAR Program Requirements for Uninterruptible Power Supplies(UPS)? Eligibility Criteria Version 2.0. COMMISSIONING(CX) Page 12113 Lighting, Motor and Electrical Requirements List, pg 13 of 13 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems,motors and electrical system requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.4 Scope of electrical Indicate that all electrical systems power&lighting (receptacles,transformers,motors,vertical& systems horizontal transportation)for which the commissioning WSEC requires control functions and/or configuration to perform specific functions are required to be commissioned;include docume I NA Where total building lighting load is>_ 10 kW or the total lighting load of luminaires requiring daylight sensing and/or occupancy control is>_5 kW,indicate that all automatic lighting control systems are required to be commissioned;or provide ca NA C408.1.1 Commissioning Indicate Cx requirements in plans and requirements in specifications for all applicable electrical and construction lighting control systems documents NA C408.1.2 Commissioning General summary of Cx plan shall include the C103.6.3 requirements in following: 1)Narrative description of construction activities;2)Responsibilities of the Cx team; documents 3)Schedule of activities including verification of project close out documentation(C103.6); 4)Conflict of interest plan NA C408.1.3 Commissioning Include in general summary that a Cx project C408.1.4 requirements in report and Cx Compliance Checklist(Figure construction C408.1.4.1)shall be completed by the documents Certified Cx Professional and provided to the owner prior to the final electrical inspection. NA C408.4.1 Functional Identify in plans and specifications the performance testing intended operation of all electrical equipment criteria and controls during all modes of operation, including interfacing between new and existing-to-remain systems. PROJECT CLOSE OUT YES C103.6.3 Documentation Indicate in plans that project close out requirements documentation is required;indicate information shall include WSEC lighting compliance reports that document all interior lighting areas and space types,exterior lighting surface types,interior/exterior lighting If"no"is selected for any question,provide explanation. Page 13113 b � U i� _ c N 21 N N t to e a a .ti '� q a q � � E � v = vca � •o •o ° i d �Q a d s � o 0 o S,� o $ o o •o o ,� � R � q y.. w > o r o o o C o a o J o U ti a •o •� ai � •q ,L O p q a� Q `� � iC A p � R a � �►a 0 o E un od g Y °o a w y �E w C a, k a N 00 y - G C a ❑ ol c o E a b o ? 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H u �' "' ° EXPIRESr April 23 2027 w •o o. ao w ;d E 'w w a a o w July 27, 2025 a w Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: OZARK II OZII-126-2021 WSEC 7801 Jensen Farm Lane Arlington,WA 98223 Date: 2025-07-23 Applies Code Section Code Provision Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE NA C103.6.3 Construction For a shell&core or tenant space(first build- documents-General out)project,indicate if there is no mechanical scope included in the project. NA C103.1 Construction For an alteration project,indicate if there is documents-General no mechanical scope included in the project. PERFORMANCE CRITERIA&SYSTEM DESIGN NA C403.1 Exempt process Identify equipment used by manufacturing, equipment industrial or commercial processes that are not for space conditioning or maintaining comfort and amenities for occupants;identify provisions applicable to this equipment per C403.1 exception NA C403.1.1 HVAC total system For systems serving office(including medical performance ratio office),retail,library,or education (TSPR) occupancies,or serving R-2 dwelling units or common areas,provide a TSPR report that demonstrates the proposed design ratio is equal to or greater than the standard reference design ratio,or exception applied YES C403.1.2 Calculation of heating Provide load calculations in accordance with WSEC and cooling loads ASHRAE Std 183 or equivalent,using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery NA C403.1.3 Data centers Provide documentation that demonstrates that data center systems comply with the maximum allowed Design MLC and Annualized MLC per ASHRAE 90.4-2019. NA C403.2.1 Zone isolation If there are HVAC zones that are intended to C403.4.2.2 be occupied non-simultaneously,identify isolation zone areas on plans;if multiple zones intended to be occupied simultaneously will be combined into a single isolation zone, include on plans that the combined zone area does not exceed 25,000 sf and does not include more than one floor;or exception applied NA C403.2.1 Zone isolation Indicate locations of associated zone isolation C403.4.2.2 dampers in HVAC and DOAS distribution systems and exhaust systems NA C403.2.1 Zone isolation Refer to HVAC Controls section in C403.4.2.2 Requirements List for applicable automatic setback and shutdown controls requirements EQUIPMENT SELECTION&PERFORMANCE Page 1132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.2.6 Electric heating/ Verify all packaged and split electric cooling equipment equipment with>6,000 Btu/h cooling capacity and any amount of heating is a heat pump with reverse-cycle defrost and operates in heat pump mode when outdoor air temperature is>25 degree F;include in equipment schedules NA C403.3.2.6 Electric heating/ Verify electric heat in the main supply duct cooling equipment before VAV boxes served by cooling only systems>6,000 Btu/h is a heat pump with reverse-cycle defrost and operates in heat pump mode when outdoor air temperature is >25 degree F;include in equipment schedules. NA C401.3 HVAC Heating Fuel For all heating equipment,identify whether it C403.1.4 qualifies for the C403.1.4 general prescriptive path,a C403.1.4 exception,or for the C401.3 Fossil Fuel Heating path;for equipment qualifying for the C403.1.4 general prescriptive path by exception,document the exception and provide supporting information NA C401.3 HVAC Heating Fuel For projects with equipment utilizing the C403.1.4 C401.3 Fossil Fuel Heating path,provide an C406.1 accounting of the total heating capacity and the C401.3 equipment heating capacity for each distinct area utilized in the C406 calculation. NA C403.1.4 HVAC Heating Fuel, To qualify for exception 2,provide a list of exception 2 Dwelling each separate space in the dwelling or sleeping and sleeping units unit,indicate the number of exterior walls the space has,the presence of fenestration,and the allowed watts;document the heat provided in each space is below the allowed capacity in the space NA C403.1.4 HVAC Heating Fuel, To qualify for exception 5,provide exception 5 Air-to-air documentation that the heat pump is sized to heat pumps meet the heating load at an outdoor air temperature<32'F and has a ratio of hearing capacity at 47°F to supplemental resistance heat capacity>2.0 in zone 4 and>_ 1.0 in zone 5;indicate unit control by either a thermostat designed for heat pump use,a multistage thermostat with an outdoor air temperature thermostat wired to energize supplemental heat only on the last stage or heating and when the outdoor air temperature is<_32°F,or equipment is NAECA rated with integral control Page 2132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.1.4 HVAC Heating Fuel, To qualify for exception 6,provide exception 6 Air-to- documentation that building heating is water heat pumps provided by air-to-water heat pumps with a heating capacity>_75%of the design heating load at 29°F;indicate controls configured to lock out supplemental heat when the outdoor air temperature is>_36°F unless the hot water supply set point has not been maintained for 20 minutes;indicate controls configured to use the compressor as the first stage of heating down to the compressor minimum rated temperature except during start up and defrost NA C403.1.4 HVAC Heating Fuel, To qualify for exception 7,provide exception 7 Ground documentation building heating provided by source heat pumps ground source heat pumps;;indicate controls configured to lock out supplemental resistance heat when the source-side entering water temperature is>_42°F unless the hot water supply set point has not been maintained for 20 minutes;indicate controls configured to use the compressor as the first stage of heating;indicate the ground source heat exchanger shall be sized so heat pump annual output is>_70%for the total annual heating output based upon the final year of a 30-year simulation using IGSHPA listed software NA C403.1.4 HVAC Heating Fuel, To qualify for exception 8,document the exception 8 Small capacity or area served for the electric systems resistance and fossil fuel systems and demonstrate that it is<5%of the building total heating capacity or area NA C401.3.6 Electrification For all equipment following the fossil fuel readiness path,indicate on plans that spare electrical branch circuit and service entrance conduit is installed and sized to support future conversion of fossil fuel heaters to heat pumps;indicate on plans additional room in the electric room and transformer rooms and vaults be provided and sized to accommodate future service upgrades for conversion of all fossil fuel equipment to heat pumps. NO C403.3.1 Equipment and Indicate that output capacities of heating and system sizing cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads;note exceptions applied NA C403.3.2 HVAC equipment Provide equipment schedules on plans and in C403.9.1 performance WSEC mechanical equipment compliance requirements reports;indicate equipment type,calculated (efficiency) loads,capacity,rated and WSEC minimum efficiencies for all heating and cooling equipment;include supply and ventilation air cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency(manufacturer rated) Page 3132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.8 Electric motor List all motors>_ l/12 hp(that are not integral efficiency to a rated piece of equipment)in the mechanical or electrical equipment schedules on plans;indicate motor type and applicable efficiency table,hp,rpm,number of poles and rated efficiency,or exception applied NA C403.3.2.1 Gas and oil-fired For gas and oil fired forced air furnaces with forced air furnace capacity>_225,000 Btu/h and all unit heaters, and unit heaters indicate in equipment schedule intermittent ignition or IID,flue or draft damper,and rated jacket loss NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for DX provide either multiple step unloading or cooling equipment continuous capacity modulation;indicate bypass capacity per Table C403.3.3 NA C403.3.2.7 Humidification For cooling systems with humidification equipment that are also required to have air economizer,indicate humidifier is adiabatic (direct evaporative or fog atomization),or exception applied NA C403.3.2 Hydronic equipment Refer to Requirements List section Hydronic Systems-Equipment Selection& Performance for selection criteria specific to chillers and boilers NA C403.9 Heat rejection Refer to Requirements List section Heat equipment Rejection Systems-Equipment Selection& Performance for selection criteria specific to cooling towers,dry coolers and condensers (air-cooled and evaporative) NA C403.13 Dehumidification in Indicate dehumidification equipment serving spaces for plant plant growth spaces and which C403.13 growth compliance option is met EQUIPMENT SELECTION&PERFORMANCE-DEDICATED OUTSIDE AIR SYSTEMS(DOAS) NA F403.3.5.5 DOAS supplemental If DOAS has heating capability,indicate 03.7.3 heating and cooling heating controlled to limit supply air to< 55°F.If heating is used for defrost control, indicate heat is to be locked out when outdoor air temperature is<35°F,modulates to 10% of peak capacity.Provide sizing calculations that show heating capacity sized at design temperatures to prevent damage to unit and heat supply air<55°F. NA C403.3.5.5 DOAS supplemental If DOAS has cooling capability,indicate heating and cooling cooling coil is used only for dehumidification only,is sized to meet the peak dehumidification requirement at design conditions,and is controlled to maintain supply air or zone relative humidity. Page 4132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.5 Dedicated outdoor air For buildings with occupancies required to C403.3.5.4 systems comply with the DOAS provisions per Table C403.3.5,identify on plans all occupancies in the building and indicate which occupied spaces are required to have ventilation air delivered by a DOAS;or exception applied NA C403.3.5 Dedicated outdoor air If natural ventilation exception is applied, C403.3.5.4 systems identify these spaces on plans;indicate operable window area complies with IMC Section 402;provide documentation describing how required ventilation will be provided during all occupied hours,including during inclement weather NA C403.3.5 Dedicated outdoor air If high efficiency VAV exception is applied, C403.3.5.4 systems identify these spaces on plans;refer to Single Zone VAV section for Groups A-1,A-2 and A-3 occupancy classifications,or Multiple Zone VAV for other than Groups A-1,A-2 and A-3(per Table C403.3.5) NA C403.3.5 Dedicated outdoor air If compliance with the DOAS provisions is C403.3.5.6 systems deemed to be impractical,provide documentation that demonstrates the alternate design strategy applied that achieves a comparable level of energy efficiency,as pre- approved by the AHJ NA C403.3.5 Dedicated outdoor air Refer to Requirements List section after systems Multiple-Zone Air Systems for High Efficiency Multiple-Zone VAV Systems exception to C403.3.5 DOAS NA C403.3.5 Dedicated outdoor air Refer to Requirements List section after High systems Efficiency Multiple-Zone Air Systems for High Efficiency Single-Zone VAV Systems exception to C403.3.5 DOAS NA C403.3.5.1 DOAS energy For all DOAS systems,indicate exhaust air recovery method and ER method and basis of rated effectiveness effectiveness (sensible or latent);indicate>68%sensible or >60%enthalpy recovery ratio at design conditions;or exception applied NA C403.3.5.2 DOAS fan power For DOAS with no fans or fan arrays with input power>_ I W,indicate total system fan power does not exceed 1 watt per cfm NA C403.3.5.2 DOAS fan power For DOAS with any fans or fan arrays with input power>_ 1kW,indicate total system fan power complies with fan power limitation per Section C403.8.1 NA C403.3.5.3 Heating/cooling Indicate systems and equipment associated system fan controls with the delivery of zone level heating and with DOAS cooling(fans,hydronic pumps,primary air dampers,etc.)are configured to shut off,and central equipment is configured to turn down, when there is no call for heating or cooling in the zone they serve Page 5132 Mechanical Requirements • • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.5.3 Heating/cooling If applying Exception to heating/cooling fans system fan controls used for air mixing in the space during with DOAS deadband periods,include fan watts per cfm in equipment schedule NA C403.3.5.4 Decoupled DOAS Indicate method of delivery of DOAS supply supply air air to the occupied space(directly into space, downstream of terminal heating/cooling coils);or exception applied NA C403.6.5 Multiple zone WAS For WAS serving multiple zones with DDC controls,indicate controls configured to reduce the volume of outdoor air in each zone independently when the zone is unoccupied; or exception applied ADDITIONAL ENERGY EFFICIENCY MEASURE-DEDICATED OUTSIDE AIR SYSTEMS(DOAS) NA C406.2.2.6 High performance For all building occupancies,to comply with DOAS-Energy this additional efficiency credit,demonstrate recovery compliance withC403.3.5 effectiveness and fan power NA C406.2.2.6 High performance Indicate energy recovery sensible DOAS-Energy effectiveness of all DOAS is>_80% recovery effectiveness and fan power NA C406.2.2.6 High performance For each system,indicate that total system fan DOAS-Energy power does not exceed 0.769 watts per cfm or recovery is<_80%of the fan power allowance for a effectiveness and fan constant volume system calculated per power C403.8.1 FANS AND FAN CONTROLS NA C403.8.1.2 Fan power limitation For all HVAC fan systems associated with conditioned space and containing 1 or more fans with electrical input>_ 1 kW shall provide the total nameplate hp and the fan system electrical input power calculated per C403.8.1.2 in equipment schedules on project plans NA C403.8.1.1 Fan power limitation For all HVAC and WAS systems associated with conditioned space with 1 or more fans with electrical input power>_ 1 kW,provide fan system electrical input power calculations per Section C403.8.1.2 to verify it complies with fan power budget per Section C403.8.1.1 NA C403.8.2 Motor nameplate hp For HVAC systems with total fan motor nameplate hp>5hp,indicate fan motors specified are the smallest available motor hp size greater than fan bhp,note exceptions applied Page 6132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.8 Fractional hp fan For all fractional hp fan motors(1/12-< 1 motors hp),indicate that motors comply with applicable WSEC efficiency tables;if motor type is not listed in an efficiency table, indicate whether fan has an electronically commutated motor,has motor rated efficiency of at least 70%,or exception applied NA C403.8.3 Fan efficiency For individual fans or fan arrays,indicate in equipment schedule that rated FEI for all applicable fans part of a variable-air volume system is>_0.95 and>_ 1.0 in all other systems,or exception applied;indicate these fans are sized at the design point of operation NA C403.8.4 Low-capacity For all ventilation system fans with motors< ventilation fans l/12 hp,indicate in equipment schedule the fan flow rate and efficacy(cfm/watt),or exception applied;refer to Table C403.8.4 NA C403.2.4 Variable flow For fan motors>_5 hp,indicate method of capacity-fans variable flow control(VSD or equivalent method)in equipment schedule,or exception applied NA C403.8.5.1 Fan airflow control For DX air handling units with cooling capacity>_42,000 Btu/h and evaporative and chilled water air handling units with fan> 0.25 hp,indicate whether system is single zone or multiple zone and related control method(cooling capacity controlled in response to space temperature,space temperature is controlled by modulating supply airflow,or both) NA C403.8.5.1 Fan airflow control For mechanical cooling systems(includes DX and chilled water coils)that control cooling capacity in response to space temperature- Provide a minimum of two stages of fan control;indicate minimum fan speed is< 66%of full speed drawing<40%of full speed fan power during periods of low cooling or ventilation only NA C403.8.5.1 Fan airflow control For other mechanical cooling systems (includes DX and chilled water coils)that control space temperature by modulating airflow(in lieu of,or in addition to, controlling capacity in response to space temperature)-Provide fan controls for modulating supply airflow;indicate minimum fan speed is<50%of full speed drawing< 30%of full speed fan power during periods of low cooling or ventilation only;or exception applied NA C403.8.6 Large-diameter Where provided,indicate large-diameter ceiling fans ceiling fans to be tested and labeled in accordance with AMCA 230. ADDITIONAL ENERGY EFFICIENCY MEASURE-IMPROVED HVAC TSPR Page 7132 Mechanical Requirements • • i of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.2.1 Improved HVAC To comply with this additional efficiency TSPR credit,indicate systems are required to provide a TSPR report per C403.1.1; demonstrate that the proposed design ratio is at minimum 5%higher than the standard reference design ratio;for projects prorating the credit the TSPR report must show the proposed design exceeds the claimed increase used for proration ADDITIONAL ENERGY EFFICIENCY MEASURE-MORE EFFICIENT HVAC EQUIPMENT COOLING AND FAN PERFORMANCE NA C406.2.2.2 More efficient To comply with this additional efficiency cooling and fan credit,provide a list of all cooling equipment performance in the building or credit area and calculations that demonstrate(based on cooling output capacity)that 90%or more of all HVAC cooling equipment serving conditioned floor areas are listed in the tables of Section C403.3.2 NA C406.2.2.2 More efficient In addition to system selection requirement, C406.2.2.2.1 cooling and fan demonstrate that 90%or more of all HVAC performance cooling capacity serving conditioned floor areas in the building or credit area is delivered by equipment at least 5%better than the listed WSEC efficiency,seasonal or annualized where available other wise use full load efficiency NA C406.2.2.2 More efficient For projects prorating the credit in C406.2.2.2.1 cooling and fan accordance with Equation 4-15 include performance calculations for equipment representing at least 90%of the cooling capacity in the building or credit area that demonstrate the capacity weighted average better than code efficiency;for equipment with multiple requirements the seasonal or annualized efficiency shall be used NA C406.2.2.2 More efficient In addition to system selection and efficiency C406.2.2.2.3 cooling and fan requirements,if fan energy is not included in performance equipment rating or if it is but the fan has been upsized from rated conditions, demonstrate fan power is<95%of the allowed fan power in Section C403.8.1. ADDITIONAL ENERGY EFFICIENCY MEASURE-MORE EFFICIENT HVAC EQUIPMENT HEATING PERFORMANCE NA C406.2.2.3 More efficient To comply with this additional efficiency HVAC equipment credit,provide a list of all heating equipment heating performance in the building or credit area and calculations that demonstrate that 90%or more of all HVAC heating capacity serving conditioned floor area is delivered by equipment listed in the tables of Section C403.3.2 Page 8132 Mechanical Requirements • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.2,3 More efficient In addition to system selection requirement, C406.2.2.3.2 HVAC equipment demonstrate that 90%or more of all HVAC heating performance heating capacity serving the building or credit area is delivered by equipment at least 5% better than the listed WSEC efficiency, seasonal or annualized where available other wise use full load efficiency NA C406.2.2.3 More efficient For projects prorating the credit in C406.2.2.3.2 HVAC equipment accordance per Equation 4-16 include heating performance calculations for equipment representing at least 90%of the heating capacity serving the building or credit area that demonstrate the capacity weighted average better than code efficiency;for equipment with multiple code requirements the seasonal or annualized efficiency shall be used NA C406.2.2.3 More efficient In C402.1.1 low energy and C402.1.1.2 semi- C406.2.2.3.2 HVAC equipment heated spaces demonstrate that 90%of the heating performance heating capacity in the building or area is provided by electric infrared or gas-fired radiant equipment for localized heating applications. VENTILATION,EXHAUST&ENERGY RECOVERY NA C403.7.1.2 Demand control For each required demand control ventilation ventilation design system,indicate outdoor air automatically changes in response to a CO2 sensor and utilizes a variable speed fan control to reduce systems flow;or exception applied NA C403.2.2.1 Ventilation If mechanically delivered,indicate that ventilation systems are configured to provide not more than 150%of,but at least the minimum required volume of outdoor air to each zone per IMC,ASHRAE 62.1 or other applicable code(WAC,OSHA,etc.);or exception applied NA C403.2.2.1 Ventilation If delivered via natural ventilation,identify required elements per IMC including: minimum openable area to the outdoors or qualifying adjoining spaces;criteria for ensuring required ventilation is provided during all occupied hours of the year (including during inclement outdoor conditions) NA C403.2.2.2 Exhaust Indicate that exhaust systems are configured to provide not more than 150%of,but at least the minimum required volume from each zone per IMC,or other applicable code (WAC,OSHA,etc.);or exception applied NA C403.4.2.4 Exhaust system off- Refer to Requirements List section HVAC hour controls Controls for off-hour controls requirements for exhaust systems Page 9132 Mechanical Requirements • • 10 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.6.1 Balanced ventilation For Group R-2 dwelling and sleeping units, for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilation system;indicate system is provided with energy recovery with >_60%sensible recovery effectiveness NA C403.7.1.1 Demand control Identify spaces with ventilation provided by ventilation single zone system with air economizer;for each space indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.7.1.1 Demand control Provide list of spaces with IMC ventilation ventilation occupant load and the occupant outdoor airflow rate listed;for spaces with occupant load>_ 15 people/1,000 sf per IMC or occupant air flow rate> 15 cfm/person indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.7.2 Occupancy sensors For gyms,classrooms,auditoriums, conference rooms and other spaces with occupant load Z 25 people/1,000 sf per IMC, that have an area>500 sf,indicate occupancy- based ventilation air control when space is unoccupied and method(closes outdoor air damper or shuts-off equipment);or alternate means provided to automatically reduce ventilation air when space is partially occupied;or exception applied NA C403.7.3 Ventilation air For ventilation air systems with supplemental heating control heating capacity that operate in conjunction with heating and cooling systems,indicate that ventilation air is tempered(via heating or heat recovery)to no greater than 55'F when the space conditioning system is in cooling mode NA C403.7.4.2 Ventilation controls Indicate method of ventilation and exhaust for Group R-1 isolation for each guest room and automatic guestrooms controls that are configured to turn off ventilation and exhaust airflow when each room is unoccupied NA C403.8.4 Group R occupancy Refer to Requirements List section Fans& exhaust fan efficacy Fan Controls NA C403.7.5 Enclosed loading For enclosed loading docks,indicate C403.7.5.1 dock ventilation ventilation/exhaust system method of activation(gas detection system for CO and NO2,or occupancy sensors),and control method(staged or modulating);if total ventilation system fan motor nameplate horsepower is>5 hp,indicate VSD or equivalent motor drives Page 10132 Mechanical Requirements • • 11 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.5 Enclosed parking For enclosed parking garages,indicate C403.7.5.2 garage ventilation ventilation/exhaust system activated by gas detection system for CO and NO2,and control method(staged or modulating);or exception applied;if total ventilation system fan motor nameplate horsepower is>5 hp, indicate VSD or equivalent motor drives NA C403.7.6.2 Ventilation/exhaust For systems with design ventilation air> systems energy 5,000 cfm,or design supply air cfm and% recovery ventilation air exceeding the values in Tables C403.7.6(1)or(2),indicate exhaust air energy recovery method;or exception applied with supporting calculations NA C403.7.6.2 Ventilation/exhaust For rooms served by multiple systems with systems energy aggregate design ventilation air>5,000 cfm, recovery or aggregate design supply air cfm and% ventilation air exceeding the values in Tables C403.7.6(1)or(2),indicate exhaust air energy recovery method;or exception applied with supporting calculations NA C403.7.6.2 Ventilation/exhaust Indicate energy recovery rated sensible systems energy recovery effectiveness>_68%or a enthalpy recovery recovery ratio>_60% NA C403.7.7.1.1 Kitchen exhaust hood Indicate on plans the type,duty,UL rating and C403.7.7.1.2 system exhaust airflow rate of each kitchen hood C403.7.7.1.3 NA C403.7.7.1.1 Kitchen exhaust hood Provide calculations that show a balanced C403.7.7.1.2 system accounting of total kitchen exhaust(include C403.7.7.1.3 all hoods)with%of:supply air,transfer air from adjacent spaces,and make-up air NA C403.7.7.1.1 Kitchen exhaust hood For hoods with make-up air drawn directly C403.7.7.1.2 system into the exhaust air cavity of each hood, C403.7.7.1.3 indicate that replacement air does not exceed 10%of hood exhaust airflow rate NA C403.7.7.1.1 Kitchen exhaust hood For kitchens with total hood exhaust C403.7.7.1.2 system exceeding 2,000 cfm,indicate that each hood C403.7.7.1.3 is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2;or exception applied NA C403.7.7.1.1 Kitchen exhaust hood For kitchens with total hood exhaust C403.7.7.1.2 system exceeding 2,000 cfm,indicate demand control C403.7.7.1.3 kitchen ventilation configured to a minimum 50%reduction in exhaust and replacement air system flows in response to alliance operation; or exception applied NA C403.7.7.2 Laboratory exhaust For buildings with total lab exhaust>5,000 systems energy cfm,indicate method of energy recovery used recovery to pre-condition laboratory make-up air; energy recovery effectiveness(min 25°F increase in outside air temperature);or alternative method per exception(VAV exhaust,semi-conditioned makeup,or CERM calculation) Page 11132 Mechanical Requirements • • 12 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.7.3 Transfer air For spaces where conditioned supply air is utilized as transfer air to balance mechanical exhaust,indicate basis of transfer airflow (supply required to meet loads,health/safety requirement,air that would normally be exhausted);or exception applied YES C403.7.8.1 Shutoff dampers for Indicate locations of outdoor air intake, OZH-04 C403.7.8.3 building isolation exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized,or gravity and exception applied (include leakage rating,cfm/sf) NA C403.7.8.1 Shutoff dampers for Indicate location of stairway and elevator C403.7.8.3 stairway and elevator hoistway shaft vent dampers on plans;verify hoistway shaft vents dampers are Class 1 motorized;or exception applied NA C403.7.8.2 Shutoff dampers for Indicate locations of return air dampers that C403.7.8.3 return air are integral to airside economizer operation; verify dampers are motorized;indicate whether dampers are Class 1,or within packaged equipment eligible for leakage rating exception(include leakage rating, cfm/sf) NA C403.7.8.4 Damper actuation Indicate automatic controls configured to close outdoor air intake,exhaust and relief outlet dampers during unoccupied equipment operation;not including economizer cooling, night flush or IMC required outdoor air/ exhaust NA C403.7.8.4 Damper actuation Indicate method of activation of stairway and elevator hoistway shaft vent dampers(fire alarm or interruption of power) NA C404.11.4 Exhaust system For buildings with pools or spas with water energy recovery for surface area>200 sf,indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air,pool water or service hot water);or exception applied NA C404.11.4 Exhaust system Indicate energy recovery system has the rated energy recovery for effectiveness and is configured to decrease heated indoor pools the exhaust air temperature at design and permanent spas conditions by>_36°F HVAC CONTROLS YES C403.4.1 Thermostatic controls Indicate locations of thermostatic and OZII-21,OZII-22 (thermostats and humidity control devices and the zones they humidistats) serve on plans,including perimeter system zones Page 12132 Mechanical Requirements • • 13 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.1 Thermostatic controls Where adjacent(neighboring)zones are (thermostats and controlled by separate thermostats(including humidistats) perimeter systems used to offset heat gain or loss),and are connected by permanent openings>10%of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes(one in heat,other in cool);applies to adjacent perimeter zones,adjacent nonperimeter zones,and adjacent perimeter and nonperimeter zones NA C403.4.1 Thermostatic controls If applying Exception 2 to interior zones (thermostats and adjacent to perimeter zones,indicate that humidistats) setpoints and deadband settings in these zones are coordinated so cooling in an interior zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403.4.1 Thermostatic If applying Exception 3 for DOAS,indicate controls(thermostats supply air temperature heating setpoint is<_ and humidistats) 65°F and cooling setpoint is>_72°F,or method of supply air temperature reset NA C403.4.1.1 Heat pump Indicate staged heating operation with supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor lock-out temperature set to 40°F or less,or indicate exception applied and specify equipment meeting the exception requirements NA C403.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling NA C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans NA C403.4.1.3 Setpoint overlap Indicate a limit switch,mechanical stop or restriction DDC control with programming to prevent (thermostats) simultaneous heating and cooling NA C403.4.1.4 Heated or cooled Indicate thermostatic controls within heating vestibules or cooled vestibules with a heating setpoint<_ 60°F and cooling setpoint>_85°F;indicate controls are configured to turn off heating when outdoor temperature is>45°F;or note exception applied NA C403.4.1.4 Heated air curtains Indicate controls are configured to turn off air curtain heating when outdoor temperature is> 45°F Page 13132 Mechanical Requirements • • 14 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.1.6 Door switches for Doors required to have opening switches for HVAC system HVAC thermostatic control to the outdoors thermostatic control from a conditioned space and are>48 sf, indicate automatic controls configured to setback the HVAC system(s)when the door is open for>5 minutes;indicate method of HVAC system setback control(turns off the HVAC system or resets the heating setpoint to 55°F and cooling setpoint to 85°F),or exception applied(either C402.5.11 or C403.4.1.6) NA C403.4.2 Automatic setback Indicate zone thermostatic controls configured C403.4.2.1 and shutdown with required automatic setback and manual C403.4.2.2 override functions,setback temperatures,and control method(automatic time clock or 7 day programmable controls);note exceptions applied NA C403.4.2.3 Automatic(optimum) Indicate all HVAC systems are provided with start and stop automatic start and stop controls;indicate start controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy;indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air,or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving destratification fan conditioned spaces in all occupancies other system off-hour than Group R,indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems,or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than equipment boilers or radiant heaters with output capacity >225,000 Btu/h,indicate modulating or staged combustion control NA C403.4.7.1 Combustion Indicate controls that are configured to limit decorative vented operation of combustion appliance,fireplace appliance, and fire pit to< 1 hour without override,or combustion fireplace that occupancy sensor controls are provided and fire pit controls Page 14132 Mechanical Requirements • • 15 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.7.4.1 Temperature setpoint For hotels/motels with over 50 guest rooms, controls for Group indicate automatic controls for HVAC R-1 guestrooms equipment serving guest rooms are configured to setback(heating)and set-up(cooling) temperature setpoint by at least 4°F when room is rented and unoccupied,and adjust setpoint to 60'F(heating)and 80°F(cooling) when room is unrented/vacated;indicate control method-activated by room entry, occupancy sensor or networked guestroom control system NA C403.7.4.2 Ventilation controls Refer to Requirements List section for Group R-1 Ventilation,Exhaust&Energy Recovery guestrooms NA C403.4.9 Thermostatic controls For primary space conditioning systems, C403.4.10 for Group R2/R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non-primary system is provided units with at minimum an adjustable thermostat,or exception applied.For all thermostats indicate purpose(heating only,cooling only,or both) and required temperature range;indicate thermostats are configured for at minimum a 5'F deadband NA C403.5.1 DX air handler For DX air handlers with cooling capacity>_ variable cooling 65,000 Btu/h,indicate number of cooling control(Located stages provided and method(multiple under Integrated compressors and/or variable speed Economizer Control) compressors);indicate minimum displacement(capacity reduction)as%of full load;indicate thermostats are configured with the same number of cooling stages and displacement NA C403.5.1 DX air handler Indicate control method(cooling capacity variable cooling controlled in response to space temperature, control(Located space temperature controlled by modulating under Integrated supply airflow,or both) Economizer Control) NA C403.4.11.1 DDC system Provide central and zone level DDC controls C403.4.11.2 applications,controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 NA C403.4.11.1 DDC system Identify all DDC system input/output control C403.4.11.2 applications,controls points in project documents C403.4.11.3 and display NA C403.4.11.1 DDC system Indicate control capability includes C403.4.11.2 applications,controls monitoring zone and system level demand for C403.4.11.3 and display fan pressure,pump pressure,heating and cooling;indicate capability to transfer demand information from zones to air/hydronic distribution system controllers,and to central plant systems and equipment controllers Page 15132 Mechanical Requirements • • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.11,1 DDC system Indicate system has the capability and is C403.4.11.2 applications,controls configured for trending and graphically C403.4.11.3 and display displaying input/output points NA C403.4.11.4 DDC demand For buildings with>_780,000 Btu/h of response setpoint mechanical cooling,indicate controls are adjustment configured to automatically increase the cooling setpoint and decrease the heating setpoint>_2'F based upon a binary input to the control system approved by the utility NA C403.4.1.7 Demand responsive Indicate thermostatic controls for heating or controls cooling systems are provided with demand response controls are capable of increasing the cooling setpoint and decreasing the heating setpoint<4°F;indicate the controls are capable of receiving and responding automatically to a demand response signal. NA C403.2.3 HVAC System Fault For buildings> 100,000 square feet,indicate detection and HVAC systems have fault detection and diagnostics diagnostics with sensors and communications to automatically identify HVAC system faults, provide prioritized recommendations for repair,and communicate faults and recommendations to remotely located authorized personnel. ADDITIONAL ENERGY EFFICIENCY MEASURE-DWELLING UNIT HVAC CONTROLS NA C406.2.1 Dwelling unit HVAC To comply with this additional efficiency controls credit,provide control design for a manual main control or occupancy sensor based controls,or provide control specification and product cut sheets demonstrating compliance with learning thermostat or geographic sensing options. ADDITIONAL EFFICIENCY CREDIT-FAULT DETECTION AND DIAGNOSTICS NA C406.2.2.7 Fault detection and To comply with this additional efficiency diagnostics credit,demonstrate HVAC controls comply with items 1 through 6 in Section C403.2.3; only buildings not required to comply with Section C403.2.3 or C403.6.10(16)can use this credit LOAD MANAGEMENT MEASURE-HVAC LOAD MANAGEMENT NA C406.3.2 HVAC load To comply with this additional efficiency management credit,indicate automatic controls connected to central DDC having digital input capable of being activated by external utility signal; where utility real-time demand or pricing program exists indicate system configured to utilize this signal;otherwise indicate building demand monitoring installed and controls configured to utilize demand signals Page 16132 Mechanical Requirements • • 17 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.3.2 HVAC load Indicate electric cooling controls configured management to gradually increase the cooling setpoint by at least 3°F over 3 hours during summer peak periods;,indicate electric heating controls configured to gradually decrease the heating setpoint by at least YF over 3 hours during winter peak periods DUCTWORK,SHAFTS AND PLENUMS NA C403.10.1.1 Duct construction Indicate on plans that all ductwork is C403.10.2 constructed and sealed per IMC NA C403.10.1.1 Duct construction For outdoor air ductwork,also indicate on C403.10.2 plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC NA C403.10.2.1 Duct pressure Identify location of low,medium and high C403.10.2.2 classifications pressure ductwork on plans C403.10.2.3 NA C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing leakage test requirements on plans;provide test results to jurisdiction when completed NA C403.10.1.1 Duct insulation For outdoor air ductwork located within C403.10.1.2 conditioned space(upstream or downstream of shutoff damper),identify climate zone, duct airflow,and indicate ductwork insulation R-value per Table C403.10.1.1 on plans;or exception applied NA C403.10.1.1 Duct insulation For supply and return air ductwork located C403.10.1.2 within unconditioned space or outdoors, identify climate zone and indicate ductwork insulation R-value per Table C403.10.1.2 on plans;or exception applied NA C403.10.1.1 Duct insulation For supply air ductwork located within C403.10.1.2 conditioned space,identify on plans if design supply air temperature is<55°F or>105°F; indicate ductwork insulation R-value per Table C403.10.1.2 on plans;or exception applied NA C403.10.1.1 Duct insulation For return and exhaust air ductwork located C403.10.1.2 within conditioned space(upstream of the shutoff damper)and downstream of an energy recovery media,indicate ductwork insulation R-value per Table C403.10.1.2;or exception applied NA C403.10.1.1 Duct insulation For exhaust and relief air ductwork located C403.10.1.2 within conditioned space and downstream of the shutoff damper,indicate ductwork insulation R-value per Table C403.10.1.2;or exception applied NA C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums,indicate C402.1.3 insulation on plans that the R-value of insulation on these elements complies with Table C402.1.3 for steel-framed walls I Page 17132 Mechanical Requirements • • i of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com PIPING NA C403.10.3 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches)on hydronic piping plans;or exception applied NA C403.10.3.1 Protection of piping Indicate method of protection of pipe insulation insulation from damage/degradation on hydronic piping plans NA C403.10.4 HVAC refrigerant Indicate refrigerant piping insulation to be piping insulation installed on all hot gas lines and on some liquid lines per C403.10.4;indicate insulation conductivity<_0.26 Btu x in/(h x ft2 x°F) ECONOMIZERS NA C403.5 Air economizer Identify all cooling systems requiring air required economizer controls in equipment schedules on plans and in WSEC mechanical equipment compliance reports NA C403.5 Air economizer Indicate all systems utilizing air economizer exceptions exceptions in WSEC mechanical equipment compliance report,including those with water- side economizer in lieu of air economizer; indicate on plans and in WSEC mechanical equipment compliance reports all eligible exception(s)taken and measures to comply with exception(s) NA C403.4.1 Integrated Indicate air and water-side economizers are C403.5.1 economizer operation configured for partial cooling operation even -air and water where additional mechanical cooling is required to meet the load NA C403.4.1 Integrated For DX air handlers with single or multiple C403.5.1 economizer operation stages of mechanical cooling;indicate controls -air and water are configured with air economizer as the first stage of cooling NA C403.4.1 Integrated Refer to Requirements List section HVAC C403.5.1 economizer operation Controls for additional requirements for DX -air and water air handlers NA C403.5.2 Economizer heating Verify control method of HVAC systems with system impact-air economizers does not increase building and water heating energy usage during normal operation NA C403.5.3.1 Air economizer Indicate modulating outdoor air and return air capacity dampers are configured to provide up to 100%outdoor air for cooling NA C403.5.1 Air economizer Indicate that economizer controls are C403.5.3.2 controls and configured to provide partial economizer integrated operation cooling when additional mechanical cooling is also required to meet the cooling load NA C403.5.1 Air economizer Indicate that control of economizer dampers C403.5.3.2 controls and is not based only on mixed air temperature;or integrated operation exception applied for systems with cooling capacity<65,000 Btu/h Page 18132 Mechanical Requirements • • 19 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.5.3.3 Air economizer high Indicate high limit shut-off control method limit controls and required high limit per Table C403.5.3.3 NA C403.5.3.4 Relief of excess Refer to Requirements List section outdoor air Ventilation,Exhaust&Energy Recovery NA C403.5.3.4 Relief of excess Indicate relief air outlets are sized and outdoor air configured to relieve excess building air during air economizer operation to prevent building over-pressurization NA C403.5.3.4 Relief of excess Indicate relief air outlet are located to avoid outdoor air recirculation into the building NA C403.5.4.1 Water economizer For eligible systems where water-side capacity economizer may be provided in lieu of air economizer,indicate system is capable of 100%design cooling capacity at 50°F db/ 45°F wb outdoor air temperatures;indicate if threshold for 100%design cooling capacity via economizer must be lowered to 45°F db/ 40°F wb due to dehumidification requirements NA C403.5.4.2 Water economizer Indicate that the pressure drop across maximum pressure precooling coils and heat exchangers in water drop economizer systems do not exceed 15 feet (4572 mm) NA C403.5.5 DX equipment For DX air handlers with economizer and economizer fault cooling capacity>54,000 Btu/h,provide a detection and fault detection and diagnostics(FDD)system diagnostics to monitor economizer system operation and report faults HYDRONIC SYSTEMS-EQUIPMENT SELECTION&PERFORMANCE NA C403.3.2.3 Maximum air cooled For chilled water plants and buildings with> chiller capacity 500 tons of cooling capacity,indicate air- cooled chiller capacity is<_100 tons,or exception applied NA C403.3.2.2 Large capacity For buildings>_300 tons of cooling capacity, cooling systems indicate method of multi-stage or variable capacity control(VSD,multiple staged compressors,or max capacity of any single unit NA C403.3.2.4 Non-standard water- For water-cooled centrifugal chillers not cooled centrifugal designed for operation at standard conditions, chillers provide calculations documenting maximum full load and part load rated equipment performance requirements NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for chillers provide either multiple step unloading or continuous capacity modulation;indicate bypass capacity per Table C403.3.3 NA C403.4.3 Large capacity boiler For hydronic systems with only a single boiler C403.3.4.4 systems that has>500,000 Btu/h input capacity, indicate multi-stage or modulating burner Page 19132 Mechanical Requirements • • 20 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.3 Large capacity boiler For boiler system(single or multiple)with> C403.3.4.4 systems 1,000,000 Btu/h input capacity,indicate turndown ratio per Table C403.3.4.4 and method(multiple single input boilers, modulating boilers,or combination) NA C403.3.4.1 Large capacity boiler For all boiler systems with input capacity>_ systems 2,500,000 Btu/h and all systems where one stack serves 2 or more boilers with a combined input capacity>_2,500,000 Btu/h, indicate combustion air positive shut-off is provided to restrict airflow through the combustion chamber during standby(e.g.flue or vent damper). NA C403.3.4.2 Large capacity boiler For boiler systems with combustion air fans>_ systems 10 hp,indicate variable speed fan NA C403.3.4.3 Large capacity boiler For boiler systems with input capacity>_ systems 5,000,000 and a steady state full-load combustion efficiency<90 percent,indicate combustion air volume to be automatically controlled to limit stack-gas oxygen concentrations specified in Table C403.3.4.3. List exception if it applies. NA C403.3.4.5 High capacity space For gas hot water space heating systems with C403.3.4.5.1 heating gas boiler >_ 1,000,000 Btu/h and<_ 10,000,000 Btu/h C403.3.4.5.2 system(new capacity,indicate boiler thermal efficiency>_ buildings) 90 percent;coils and heat exchangers sized at design conditions to have a boiler return water temperature< 120°F;values and controls to ensure under all operating conditions the water temperature entering the boiler is< 120°F or the supply water recirculating directly into the return system is<_20 percent of design flow of the operating boilers. NA C403.2.4 Variable flow For pump motors>_5 hp,indicate method of capacity-pumps variable flow control(VSD or equivalent method)in equipment schedule,or exception applied NA C403.3.7 Hydronic system flow Indicate chilled water and condenser water rate flow types and operating hours,and maximum flow rates in less than or equal to Table C403.3.7. NA C403.3.8.1 Chilled-water coil Indicate chilled-water coils sized to provide a selection 15°F difference between leaving and entering water temperature and a minimum 57°F leaving water temperature at design conditions.,or exception applied NA C403.3.8.2 Hot-water coil Indicate hot-water coils sized to provide a selection 20°F difference between leaving and entering water temperature and a maximum 118°F entering water temperature at design conditions.,or exception applied Page 20132 Mechanical Requirements • • 21 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.12 Pressure independent For heating and cooling water coils with a control valves design flow>_5 gpm,indicate modulating pressure independent control values are provided HYDRONIC SYSTEMS-CONTROLS C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.3.2 Two-pipe changeover Indicate changeover deadband is>_ 15°F systems outdoor air temperature;indicate controls are configured so that heating/cooling modes are active for at minimum 4 hours before changeover and that the delta between heating /cooling supply temperatures at changeover point is NA C403.4.1.5 Heating water For hot water boilers that provide building temperature setback heating via one-or two-pipe systems,indicate controls that provide heating water temperature setback based on outdoor temperature NA C403.4.4 Hydronic system part For heating and chilled water systems with>_ load controls and 300,000 Btu/h output capacity,indicate supply-water system controls are configured to temperature reset automatically reset supply water temperature based upon demand;or exception applied NA C403.4.4 Hydronic system part Indicate automatic pump flow controls are load controls and configured to reduce system flow rate by>_ supply-water 50%,or the maximum allowed by the temperature reset equipment manufacturer,based upon the heating or cooling loads;or describe why not required NA C403.4.4 Hydronic system part For hydronic systems with output capacity>_ load controls and 300,000 Btu/h that serve heating water supply-water systems,chilled water systems and water- temperature reset cooled unitary air conditioners,indicate that pumps are provided with a variable speed drive if one of the following conditions apply: 1)System pump motor hp is>2 hp and pumps are designed to operate continuously or per time schedule;2)System pump motor hp is>_7.5 hp and pumps are controlled by automatic DDC configured to only operate pumps when there is a call for zone heating or cooling NA C403.4.4 Hydronic system part Where variable speed drives are required, load controls and indicate system is configured so that pump supply-water motor power is<_30%of design wattage at temperature reset 50%of design flow rate;indicate pump flow is controlled to maintain one control valve nearly wide open,or to maintain a minimum differential pressure;or exception applied Page 21132 Mechanical Requirements • • 22 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.6 Hydronic system For individual pumps required to have variable pump flow variable speed controls,indicate manner of control pump speed control(differential pressure, static pressure setpoint,zone heating or cooling demand,or based on the relationship between variable speed controller frequency and power) NA C403.4.5 Chiller/boiler plant Indicate controls are configured to pump isolation automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use NA C403.4.3.3.1 Water loop heat Indicate method of water loop temperature pump-temperature control(central plant equipment controls are deadband configured to provide>20°F water supply temperature deadband between heat rejection and heat addition modes,or controls are configured for system loop temperature optimization NA C403.4.3.3.2 Water loop heat Indicate type of cooling tower(open-or pump-heat rejection closed-circuit)in equipment schedule; equipment indicate whether the cooling tower is used directly in the heat pump loop or in conjunction with a separate heat exchanger; indicate method used to limit system heat loss when heat rejection is not needed NA C403.4.3.3.3 Water loop heat For hydronic heat pump systems with total pump-isolation system power>10 hp,indicate 2-way valves isolation valves on each heat pump and variable flow system control HEAT REJECTION SYSTEMS-EQUIPMENT SELECTION&PERFORMANCE NA C403.9.1.3 Centrifugal fan open- For open-circuit centrifugal fan cooling circuit cooling towers towers with z 1,100 gpm capacity,indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers HEAT REJECTION&RECOVERY-CONTROLS NA C403.9.1.1 Fan speed control For each fan powered by an individual motor C403.9.1.2 or array of motors,with total connected fan power>_5 hp(including motor service factor),indicate method of automatic fan speed control(adjusted based on leaving fluid temperature or condenser temperature/ pressure of heat rejection device);verify fan selection provides<30%design wattage at 50%design airflow NA C403.9.1.1 Fan speed control For multiple-cell heat rejection equipment C403.9.1.2 with VSD,indicate controls are configured to ramp all fans in unison(not staged on/off operation) Page 22132 Mechanical Requirements • • 23 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.9.1.4 Cooling tower flow For open-circuit cooling towers configured turndown with multiple-or variable-speed condenser water pumps,indicate system is designed so all cells can be run in paraflel;indicate method of condenser pump turn down control NA C403.9.2.1 Heat recovery for For buildings with 24-hour operation and> service water heating 1,500,000 Btu/h of heat rejection capacity and design service hot water load>250,000 Btu/h,indicate condenser heat recovery to pre- heat service water;or exception applied. Provide calculations showing the amount of recovered heat that is utilized(60%of peak heat rejection load or pre-heat service water to 85°F). NA C403.9.2.2 Steam condensate For buildings with on-site steam heating systems heat recovery systems,indicate condensate water heat recovery and use of recovered heat NA C403.9.2.2 Steam condensate For buildings that use off-site generated steam systems heat recovery where condensate is not returned to the source,indicate on-site condensate water heat recovery NA C403.9.2.3 Refrigeration For buildings with food service,meat or deli condenser heat departments that have>_500,000 Btu/h of recovery remote refrigeration capacity for coolers/ freezers,indicate condenser heat recovery and use of captured energy(service water heating, space heating,or dehumidification reheating) NA C403.9.2.3 Refrigeration For buildings with>_40,000 sf conditioned condenser heat floor area and>_ 1,000,000 Btu/h of remote recovery refrigeration capacity,indicate condenser heat recovery to pre-heat service water;indicate remaining recovered heat is applied to space heating or dehumidification reheating NA C403.9.2.4 Condenser heat For buildings that operate>70 hour per week, recovery for space that are not served by a DOAS with energy heating recovery,and have> 1,500,000 Btu/h of heat rejection capacity and>0.45 cfm per sf of design minimum supply airflow with reheat, indicate condenser heat recovery is provided for space heating that complies with Sections C403.9.2.4.1 or C403.9.2.4.2 or C403.9.2.4.4 NA C403.9.2.4.1 Water to water heat Indicate that 90%or more of the total C403.9.2.4.4 recovery building space heating and ventilation air design loads are served by heat energy rejected from either a heat recovery chiller or the cooling loop of water to water heat pump equipment NA C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from least 90%of the total building exhaust airflow such that leaving exhaust air temperature while in heat recovery mode is 55'F dry bulb; note exhaust air systems eligible for exception to this requirement Page 23132 Mechanical Requirements • • 24 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.9.2.4.3 Process heat recovery In spaces with 5 watts per sf year-round cooling loads from lights and equipment, indicate these spaces are served by water- cooled equipment configured for heat recovery NA C403.9.2.4.3 Process heat recovery If these spaces are served by economizer(air or water),indicate automatic controls are configured to disable economizer operation while system is in heat recovery mode ADDITIONAL ENERGY EFFICIENCY MEASURE-IMPROVED LOW CARBON DISTRICT ENERGY SYSTEMS(10%) NA C406.2.2.4 Improved low-carbon Provide calculations showing 90%or more of district energy the annual service water and space heat systems(10 percent energy use or 90%or more of the annual better). service water heat,space heat and space cooling energy use is met by a district energy exchange system complying with C406.2.2.4.1 or a district energy heating and/or cooling system complying with C406.2.2.4.2;provide documentation the system is operational and is in accordance with this section prior to the final inspection. NA C406.2.2.4.1 Improved low-carbon Provide calculations and documentation that district energy 45%of the annual district-system-net-load- exchange systems(10 met(sum of heating and cooling energy percent better) provided to attached buildings)comes from heat recovery between connected buildings, waste heat,or renewable energy resources; and no more than 25%of the annual heat input to the system comes from fossil fuel or electric-resistance sources. NA C406.2.2.4.2 Improved low-carbon Provide calculations and documentation that district energy distribution losses are less than or equal to 5% heating and cooling of the annual load delivered to buildings or heating only served by the system;and that the system systems(10 percent complies with one of the following: 1)45%of better) the annual district-system-net-load-met(sum of heating and cooling energy provided to attached buildings)comes from heat recovery between connected buildings,waste heat,or renewable energy resources and no more than 25%of the annual heat input to the system comes from fossil fuel or electric-resistance sources,or,2) 10%or less of the system annual heat input to the system comes from fossil fuels,electric-resistance sources,or heat pump sources with an annual COP<3 ADDITIONAL ENERGY EFFICIENCY MEASURE-IMPROVED LOW CARBON DISTRICT ENERGY SYSTEMS(20%) Page 24132 Mechanical Requirements • • 25 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C406.2.2.5 Improved low-carbon Provide calculations showing 90%or more of district energy the annual service water and space heat systems(20 percent energy use or 90%or more of the annual better). service water heat,space heat and space cooling energy use is met by a district energy exchange system complying with C406.2.2.4.1 or a district energy heating and/or cooling system complying with C406.2.2.4.2;provide documentation the system is operational and is in accordance with this section prior to the final inspection. NA C406.2.2.5.1 Improved low-carbon Provide calculations and documentation that district energy 50%of the annual district-system-net-load- exchange systems(20 met(sum of heating and cooling energy percent better) provided to attached buildings)comes from heat recovery between connected buildings, waste heat,or renewable energy resources; and no more than 10%of the annual heat input to the system comes from fossil fuel or electric-resistance sources. NA C406.2.2.5.2 Improved low-carbon Provide calculations and documentation that district energy distribution losses are less than or equal to 5% heating and cooling of the annual load delivered to buildings or heating only served by the system;and that the system systems(20 percent complies with one of the following: 1)50%of better) the annual district-system-net-load-met(sum of heating and cooling energy provided to attached buildings)comes from heat recovery between connected buildings,waste heat,or renewable energy resources and no more than 25%of the annual heat input to the system comes from fossil fuel or electric-resistance sources,or,2) 10%or less of the system annual heat input to the system comes from fossil fuels,electric-resistance sources,or heat pump sources with an annual COP<4 LOAD MANAGEMENT MEASURE-COOLING ENERGY STORAGE NA C406.3.5 Cooling energy To comply with this additional efficiency storage credit,indicate automatic controls connected to central DDC having digital input capable of being activated by external utility signal; where utility real-time demand or pricing program exists indicate system configured to utilize this signal;otherwise indicate building demand monitoring installed and controls configured to utilize demand signals NA C406.3.5 Cooling energy Provide calculation of ice or chilled water storage storage capacity with standby loss<_ 1.5%per day;indicate automatic controls to activate storage to reduce peak period electric demand;provide calculation of storage capacity MULTIPLE ZONE AIR SYSTEMS Page 25132 Mechanical Requirements • • • of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.1 Air systems serving Identify supply air systems serving multiple multiple zones zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control;or provide supporting documentation for applied exception to VAV NA C403.6.1 VAV air terminal Provide equipment schedules on plans that list primary supply all VAV air terminals and types(fan-powered airflow series and parallel air terminals,single duct and dual duct air terminals,etc.) NA C403.6.1 VAV air terminal For each air terminal include:maximum primary supply primary supply airflow rates during zone peak airflow heating and zone peak cooling;maximum terminal airflow during reheating,recooling or mixing;minimum ventilation airflow rate,and the basis for these values;if IMC or ASHRAE 62.1 multiple zone equation is the basis for minimum flow rates,provide this calculation on plans NA C403.6.2 Single duct VAV Indicate single duct terminal units are terminal units configured to reduce primary supply air before reheating or recooling NA C403.6.3 Dual duct systems- For systems with separate warm air and cool terminal units air ducts,indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct NA C403.6.8 VAV system static- Indicate locations of duct static pressure C403.6.9 pressure sensors and sensors on plans;include at least one sensor DDC set points per major duct branch;verify controller setpoint pressure at each sensor is< 1.2 inch w.g. NA C403.6.8 VAV system static- For systems with zone level DDC,indicate C403.6.9 pressure sensors and controls are configured to monitor zone DDC set points damper positions and reset static pressure setpoint based on the zone requiring most pressure;include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic,and allows building operators to exclude zones from reset logic NA C403.6.4 VAV system supply Indicate controls automatically reset supply air reset air temperature in response to building loads or outdoor air temperature;or exception applied NA C403.6.4 VAV system supply Indicate zones expected to experience air reset relatively constant loads and that maximum air flow is designed to deliver peak capacity at the fully reset supply air temperature. NA C403.6.5 Multiple-zone VAV For systems with zone level DDC controls, system ventilation indicate controls are configured to optimization controls automatically reduce outdoor airflow in response to changes in system ventilation efficiency;or exception applied Page 26132 Mechanical Requirements • • 27 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.6 Parallel fan powered Indicate controls automatically activate or VAV air terminals shut off the air terminal fan based on call for heating and/or ventilation;indicate controls are configured to activate the terminal fan as the first stage of heating prior to activating the heating coil;indicate control method of primary air during warmup or temperature setback mode HIGH EFFICIENCY MULTIPLE-ZONE VAV SYSTEMS-EXCEPTION TO C403.3.5 DOAS,MUST COMPLY WITH ALL 15 PROVISIONS TO BE ELIGIBLE NA C403.6.10, Minimum area served Indicate that each high efficiency multiple- Item 1 and zoning zone VAV systems serves an area>3,000 sf and includes>_5 zones NA C403.6.10, Air economizer Indicate system is configured for 100%air Item 2 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) NA C403.6.10, Direct digital controls Provide DDC controls for all components of Item 3 (DDC) system per C403.4.11 (regardless of system size);identify all DDC system input/output control points;indicate capability for trending and graphical display NA C403.6.10, Supply and outdoor For systems with minimum required outdoor Items 4 and 5 airflow measurement air>2,500 cfm,provide an airflow and control monitoring station that is configured to measure outdoor air intake under all load conditions;indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation efficiency(per C403.6.5 without exceptions) or and DCV(per C403.7.1) NA C403.6.10, Supply and outdoor Provide a supply airflow monitoring station Items 4 and 5 airflow measurement that is configured to measure supply air and control delivered to VAV terminals under all load conditions NA C403.6.10,I Zone isolation and Verify maximum area served by a single VAV tem 6 maximum area served system is<50,000 sf,or one entire floor, whichever is greater;in addition if a system serves>25,000 sf,that includes areas that are expected to be occupied non-simultaneously, indicate zone isolation controls per C403.2.1 NA C403.6.10, Interior/exterior Verify that VAV terminals serving interior Item 7 zone design supply air cooling driven loads are sized per a design temperature supply air temperature that is 5°F higher than VAV terminals serving exterior zones while in cooling mode NA C403.6.10, Maximum air Identify all air terminals with minimum Item 8 terminal inlet velocity primary airflow setpoints>50%of maximum setpoint in mechanical equipment schedule for these air terminals indicate inlet velocity does not exceed 900 fpm Page 27132 Mechanical Requirements • • i of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.10, Maximum allowable For each fan system serving a multiple-zone Item 9 system brake VAV HVAC,provide calculations that verify horsepower fan system electrical input power is<90%of the fan power budget in accordance with Section C403.8.1.1 NA C403.6.10, Fan-powered terminal Indicate all series and parallel fan-powered Item 10 unit motor and terminals have electronically commutated control motors(ECM);indicate DDC control system is configured to vary air terminal fan speed as a function of the load;indicate fan speed during periods of low heating,low cooling,or ventilation-only mode is<66%of peak design air flow,or provide supporting documentation for applied exception NA C403.6.10, Application of single Indicate VAV terminal types on plans;verify Item 11 duct and fan-powered fan-powered terminal units only serve terminal units perimeter zones with envelope loads and interior zones with high occupant density and DCV per C403.7.1;verify all other zones are served by single duct terminal units NA C403.6.10, Fan-powered terminal Indicate DDC controls are configured to Item 12 unit primary air reset automatically reset the primary supply air cfm setpoint of all fan-powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband mode, based upon the VAV air handling unit minimum ventilation air fraction NA C403.6.10, Controls for high For zones> 150 sf with high occupant density Item 13 occupant density (>_25 people/1000 sf),indicate zone is spaces served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint based on measured CO2;also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by>5°F when space in unoccupied NA C403.6.10, Dedicated cooling For data centers and server,electronic Item 14 systems serving data equipment,telecom or similar spaces with centers and server, design cooling loads>5 W/sf,indicate spaces electronic equipment are served by dedicated cooling systems that and telecom spaces are independent of the HPVAV systems serving the rest of building NA C403.6.10, Dedicated cooling Indicate dedicated cooling systems are Item 14 systems serving data configured for 100%air economizer centers and server, operation and comply with all related electronic equipment economizer requirements per C403.5(without and telecom spaces economizer exceptions),or heat recovery per C403.5,Exception 9 NA C403.6.10, Central plant Indicate whether systems are served by a high Item 15 efficiency efficiency heating water plant,or a high efficiency chilled water plant Page 28132 Mechanical Requirements • • 29 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.6.10, Central plant If complying via high efficiency heating water Item 15 efficiency plant:Indicate all VAV terminals have hydronic heating coils served by a heating water system with either gas-fired boiler(s) with thermal efficiency(Et)>_92%,air-to- water heat pumps,or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand NA C403.6.10, Central plant If complying via high efficiency chilled water Item 15 efficiency plant:Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25%per Table C403.3.2(7) (note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is<20%of the total plant capacity, or provide thermal storage sized for>_20%of total plant capacity NA C403.6.10, Fault detection and Indicate DDC system includes automatic fault Item 16 diagnostics detection and diagnostics(FDD)configured to monitor operation and provide fault reporting of all required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HIGH EFFICIENCY SINGLE-ZONE VAV SYSTEMS-EXCEPTION TO C403.3.5 DOAS,MUST COMPLY WITH ALL 8 PROVISIONS TO BE ELIGIBLE NA C403.12, Air economizer Indicate system is configured for 100%air Item 1 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) NA C403.12, Direct digital controls Provide DDC controls for all components of Item 2 (DDC) system per C403.4.11 (regardless of system size);identify all DDC system input/output control points;indicate capability for trending and graphical display NA C403.12, Outdoor airflow For systems with minimum required outdoor Item 3 measurement and air Z 1,000 elm,provide an airflow control monitoring station that is configured to measure outdoor air intake under all load conditions;indicate controls that adjust outdoor air cfm via DCV per C403.7.1 NA C403.12, Maximum allowable For each fan system serving a single-zone Item 4 fan power VAV system,provide calculations that verify fan system electrical input power is<90%of the fan power budget in accordance withC403.8.1.1 NA C403.12, Supply airflow Provide controls that adjust supply airflow Item 5 control based on the heating and cooling loads; indicate control sequence that limits minimum fan speed to 30%of peak design airflow or required ventilation during unoccupied mode, whichever is less Page 29132 Mechanical Requirements • • 30 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.12, Controls for high For zones> 150 sf with high occupant density Item 6 occupant density (>_25 people/1000 sf),indicate DCV control spaces that resets ventilation setpoint based on measured CO2;also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by>_5°F when space in unoccupied NA C403.12, High efficiency Indicate which system performance option is Item 7 system option applied-high efficiency DX cooling and heat pump or high efficiency gas heating;or heating coils served by a high efficiency heating water plant;or cooling coils served by high efficiency chilled water plant NA C403.12, High efficiency If complying via high efficiency DX:Indicate Item 7 system option full load and part load rated cooling efficiency exceeds WSEC listed efficiency by at least 15%;if heating is supplied by a gas-fired furnace,indicate thermal efficiency(Et)is>_ 90%;if system is a heat pump,indicate heating efficiency(HSPF or COP)exceeds WSEC listed efficiency by at least 10%; control of cooling and heating coil output shall be configured with a minimum of 2-stages or modulating NA C403.12, High efficiency If complying via high efficiency heating water Item 7 system option plant:Indicate hydronic heating coils are served by a heating water system with either gas-fired boiler(s)with thermal efficiency (Et)>_92%,air-to-water heat pumps,or heat recovery chillers;indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand NA C403.12, High efficiency If complying via high efficiency chilled water Item 7 system option plant:Indicate cooling coils are served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7)(note water-cooled IPLV is max,all others are min);indicate smallest chiller or compressor in plant is<_ 20%of the total plant capacity,or provide thermal storage sized for>20%of total plant capacity NA C403.12, Fault detection and Indicate DDC system includes automatic fault Item 8 diagnostics detection and diagnostics(FDD)configured to monitor operation and provide fault reporting of all required parameters for all HPVAV single-zone air systems EXTERIOR HEATING SYSTEMS NA C403.11.1 Heating outside a Indicate systems providing heating in non- building enclosed outdoor occupied spaces are radiant systems Page 30132 Mechanical Requirements • • 31 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.11.1 Heating outside a Indicate occupancy sensing or timer switch building controls configured to automatically shut off heating system when area served is unoccupied NA C403.11.2 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F NA C403.11.3 Freeze protection Indicate automatic controls to shut off system system controls when outdoor temperature exceeds 40'F,or conditions protect fluid from freezing HVAC EQUIPMENT ENERGY USE METERING NA C409.3.1 HVAC equipment For new buildings and building additions> energy use metering 25,000 sf,verify energy use metering of all equipment used to provide space heating and cooling,dehumidification and ventilation will be provided per C409;indicate equipment eligible for exception DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING(CX) NA C408.1 Scope of mechanical For buildings with areas required to comply systems with C403.3.5(DOAS)or with> 180,000 commissioning Btu/h total output cooling capacity or Z240,000 Btu/h total output heating capacity or energy recovery equipment>_300 cfm, indicate that all mechanical systems regardless of individual capacity are required to be commissioned;or provide building heating/ cooling capacity calculation demonstrating eligibility for exception NA C408.1 Scope of mechanical Indicate that all systems,equipment and systems controls for which the WSEC requires control commissioning functions and/or configuration to perform specific functions are included in the Cx scope NA C408.1.1 Commissioning Indicate in plans and specifications that Cx C408.1.4.1 requirements in per C408 is required for all applicable construction mechanical systems documents NA C408.1.1 Commissioning Include general summary that includes at C408.1.4.1 requirements in minimum:narrative description of activities, construction responsibilities of the Cx team,schedule of documents activities including verification of project close out documentation per C103.6,and conflict of interest plan(if required) NA C408.1.1 Commissioning Include in general summary that a Cx project C408.1.4.1 requirements in report or Compliance Checklist(Figure construction C408.1.4.1)shall be completed by the documents Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Page 31132 Mechanical Requirements • • 32 of 2021 WSEC Requirements for Commercial Buildings including Group R2,R3&R4 over 3 stories&all R1 -- Administered by @2025 NEEA,All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code,Commercial Provisions. For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.1.2.2 Functional Identify in plans and specifications the performance testing intended operation of all equipment and criteria controls during all modes of operation, including interfacing between new and existing-to-remain systems NA C408.2.2 Air system and Indicate in plans that air and fluid flow rates hydronic system shall be tested and balanced within the balancing tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses,then adjusted to meet design flow conditions NA C408.2.2.1 Air system balancing Indicate devices that provide the capability to devices balance all supply air outlets,zone terminals and air handling equipment requiring system balancing NA C408.2.2.2 Hydronic system Indicate devices that provide the capability to balancing devices isolate,balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps;or exception applied PROJECT CLOSE OUT DOCUMENTATION YES C103.6 Documentation and Indicate in plans that project close out WSEC project close out documentation and training of building submittal operations personnel is required for all requirements mechanical components,equipment and systems governed by this code;indicate close out documentation shall include:record documents,O&M manuals,applicable WSEC mechanical equipment compliance reports and calculations Page 32132 b � O � M o N .� A �° �° N o•W o w O -o U w � a z d E O i o0i Z o d b ia\ O C O G c3 i o o. u d vi 77 ai 9 A N O Gai N itl L-Oi /.� o a 0000 o °' TJ a zCA N y H r nV] V V tz ob ID c c b a s a z IAM z f RAC zo WA th to w b r� CT 9 U m a3i s a z �, '•, V V C SAL G ? I ax Mir A rH 23 2027� V w ° O a -i `V° an � > y �� b ��A ai ti a V „ c C x July 27, 2025 o / UTILITIES SHALL BE STUBBED UP AND- CAPPED AS DIRECTED BY THE CITY / CONTRACTOR SHALL PLACE GRAVEL +++ ++ / PAD PER DETAIL 6/C9 FOR FUTURE '+`+++++' N 10.5'xl8.67' PREFABRICATED ++++ + RESTROOMS. BLDG NIC. + CONC SIDEWAK PER / COA STD DETAIL R-170 0 10 20 / JBOX FOR FUTURE ++++ / IRRIGATON CONTROLLER CO + + +4- AND SITE LIGHTING, W/ a +++++ + + �LE, TYP Scale in Feet (2) 2" CONDUIT TO PANEL P +++++++ +++ + + 2" ELECTRICAL CONDUIT / 2" ELECTRICAL *+++++++ CAP AT END FOR FUTURE / CONDUIT FROM s• + + EXISTING TRANSFORMER ¢ +++ `+++ / + + RPBA PER COA STD PLAN W-130 2 CONCRETE + ++ + ROUTE ELECTRICAL CONDUIT TO BLDG PANEL / C8 PAVEMENT S + + / e ++ + E R TE FOUNTAIN NOTES: + WITH WATER BOTTLE FILL 1. SEE SHEET C1 AND C2 FOR GENERAL `+ + / + AND PET WATER INFORMATION + ADA VAN PARKING k + SIGN AND POST, o ++ REMOVE PICNIC SHELTER 2. REMOVE EXISTING POWER TO SHELTER, / AR7-801A 2 ; + + + CANOPY, AND LEAVE SLAB IN AND CONNECT NEW CONDUIT TO s / o + PICNIC SHELTER PLACE. REMOVE ELECTRICAL TRANSFORMER. +++/ PANEL FROM SHELTER, REMOVE ADA PARKING SIGN ++++ ELECTRICAL WIRE, AND CAP AND POST, R7-8 +++++ EXISTING CONDUIT. / OQ DETECTABLE WARNING SURFACE / PER WSDOT STD PLAN F45.10 + + + + + + + + + + / ® + +++++++++++++++++++++++++ Gib + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ ++++++++++++ PLAYGROUND + + + + + + + tp + + + + + + / + + + + + + / + + + + + + + QO ++++ +++++++ / CO ++++ / a PLAYGROUND +++ SEE NOTE 2 / PRECAST WHEEL STOP, TYP ++++ / ANCHORED TO PAVEMENT +++`+ ASPHALT VING C8 - -ss-----ss--- - --ss ---ss-----s -----ss-----SS- ---ss-----ss-----ss---- ABANDONED STEEL GAS LINE --G- ---G- --- -----e- City of Arlington - --c-----c-----c-----c-- --G-----c-----G-----G— Building Department ° APPROVED SIDE SEWER CONINE N - - - - - _ _ _ Kevin Olander-08/21/2025 PER COA STD DETAILS 00 EXTRUDED CURB PER No changes authorized unless approved by COA STD DETAIL R-190 EX DRWY the Building Official ENTRANCE \ 192 LF 1" HDPE CTS CLASS 200 HIGH SERVICE PIPE \ i (200 PSI RATING) WITH STAINLESS STEEL STIFFENER AND 10 GAUGE COATED COPPER TRACER WIRE WRAPPED AROUND THE PIPE AND ATTACHED ON BOTH SELECT TRENCH SPEECIFIED INS CT ON 9 A1 SHALLLL 03.12(3) GRAVEL B CKFILL SF \ FOR PIPE ZONE BEDDING OF THE WSDOT/APWA y° �\ STANDARD SPECIFICATIONS. CAP EXISTING IRRIGATION , ✓/ i �So PIPE AND CONNECT NEW PIPE TO METER \\ S y o W M PERMIT P W D 3 5 6 6 �"caiia�r'youdig. PLAN CHECK BY DATE REFERENCE 14 25 1 ADDENDUM 1 EJS CITY OF ARLINGTON APPROVED FOR CONSTRUCTION ��\c J cT JENSEN PARK IMPROVEMENTS s SHEET N0. DEPARTMENT OF C6 Terra Vista NW«< PAVING/UTILITY PLAN PUBLIC WORKS RYAN R. MORRISON h Consulting Engineers SHEET CITY ENGINEER o a 36J04 0 9 9 DATE N0. REVISION BY �fsTEEN�� DESIGNED BY: DRAWN BY: CITY PROJ NUMBER: ADM25.13 ONAL J204 swwEYPO/Nr OR,1207 FARuacrON WA 98223 FED PROJ NUMBER: 7/7/25 ,w0-c91-9v2 9 RODNEY PFIEFLE RODNEY PFIEFLE DATE APPROVED: "WrERRAWsr4NWC0M SHEETS CXT Inc. (Precast Division Calculations City of Arlington OZARK II OZII-126 Building Department Structural Analysis APPROVED Kevin Olander-08/21/2025 No changes authorized unless approved by Design Loads the Building Official 400 psf Live Floor Load 250 psf Ground Snow Load Wind Speed—150 mph Exp.C Seismic Design Category:D Design Standards 2021 International Building Code ASCE 7-16/ACI 318-19 UL-752 Bullet Resistance Classification:Level IV Report#:2012-647 THIS REPORT CONTAINS 23 PAGES,INCLUDING THIS COVER AND THE TABLE OF CONTENTS.ANY ADDITIONS TO, ALTERATIONS OF,OR UNAUTHORIZED USE OF EXCERPTS FROM THIS REPORT ARE EXPRESSLY FORBIDDEN. ANZ ��tiLl qZ WAsy��C x T6�G EXPM April 23,2027 July 27, 2025 Table of Contents Description Page(s) 2021 International Building Code ASCE 7-16 MWFRS and C&C Wind Loads 1 ASCE 7-16 Snow Loads 2 ASCE 7-16 Seismic Loads 3-4 Roof Panel Analysis 5-6 Wall Panel Analysis 7-18 Floor Analysis 19-20 Building Analysis 21 Appendix:(Provided Upon Request)UL-752 Bullet Resistance Testing All attached documents are for reference only and designed or approved by others. THIS REPORT CONTAINS 23 PAGES,INCLUDING THE COVER AND THIS TABLE OF CONTENTS.ANY ADDITIONS TO, ALTERATIONS OF,OR UNAUTHORIZED USE OF EXCERPTS FROM THIS REPORT ARE EXPRESSLY FORBIDDEN. �11,L1AM pg WAsjt`� •d 4 STBAg'� EXPIRE April23.20227 July 27, 2025 CXT� Da Inc. (Precast Div.) OZARK II OZII-126 Page 1 of 21 te:07/22/2025 Main Wind Force Resisting System Loads(ASCE 7-16) OZARK II OZII-126 Category II IBC TABLE 1604.5:Risk Category of Buildin s and Other Structures. Exposure, C See§26.7.3:Ex sure Cate ones,General. Velocity150 h See Fi e 26.5-1A ht 26.5-2D:Basic Wind Speed 3 second Gust g h.wind 7.96 ft Windwazd wall hei t h.lee 7.96 ft Leeward wall height W.buildin 10.5ft Width ofthe buildin h L.buildiu 18.67ft Len of the buildin H.buildin 9.75 ft Height of the buildingto the ridge).Enter 0 if unknown. Roof Rise 3 Roof itch(per foot 9 14.04 deg Roof An le Kd 0.85 Wind directionalityfactor.0.85 when win load combinations,1.0 otherwise. K� 0.00 3 a 2 3 a Ki 0.00 a K3 0.00 See Figure 26.8-1:Multipliers for Obtaining Topographical Factor Kzt Kzt 1 Topographic factor h 8.854 ftMeantrot'height It. 8.47 Natural frequency Flexibility Rigid ility t, 2 1 O 2 a 9.5 Terrain factor z, 900 ft Terrain factor e Velocity Pressure Exposure Coefficient s Qa K z 0.8491 at windward eave �a Velocity Pressure 27.3.2 0 y 3 q, 1 41.56 psf Gable Type of Roof-Gable or Hip? Partially Enclosed if the building meets both of the following conditions: 1.Total area of openings in one wall exceeds area of openings in the balance of the building by more than 10%. 2 Total area of openings in one wall exceeds 4 sq.ft.or 1%of area of that wall and the total area of openings in the balance of the building does not exceed 20%of the area in the balance of the building. Zone Opening Area Gross Area Act Aoi Condition 1 Condition 2 Condition 3 Condition 4 Type: Windward sidewall O s ft 148.6 ft 530.6 s ft O s ft 0.00 0.00 0.00 0.00 Enclosed Windward cndwall 0 s ft 93.0 s ft 586.2 s ft O s ft 0.00 0.00 0.00 0.00 Enclosed Leeward sidewall O s ft 148.6 ft 530.6 s ft 0 s ft 0.00 0.00 0.00 0.00 Enclosed Leeward endwall 0 s ft 93.0 s ft 586.2 sq ft 0 sq ft 0.00 0.00 0.00 0.00 Enclosed Roof O sq ft 196.0 sq ft 483.1 sq ft 0 sq ft 0.00 0.00 0.00 0.00 Enclosed Enclosed Gust Factor-(26.9) G= 0.85 External Pressure Coefficients C� 0.8 See 27.3.3 Roof Overhangs Internal Pressures: 0.8 Windward wall se with z Fi.27.3-1 Ne alive: f Cp -0.500 Leeward wall wind normal to rid e Use with h LB= 0.56 Positive: 7.48 psf -0.344 Leeward wall wind parallel to ride Use with h LB= 1.78 47 Sidewalks se with h Fig.27.4-1 Pos.Windward Ne.Windward I Leeward Roof Pressure Coefficients(Fig 27.3-1)Normal to -0.180 -0.958 -0.582 Roof Pressures Wind Perpendicular to Ridge w/ Ride when Theta=I Ode ees B x 10 de w/Negative Internal 2 psf 0 to h/2 h/2 to h h to 2h >2h w/Positive Internal -41.31.11 sf Roof Pressure Coefficients(Fig 27.3-1)Normal to -WORST CASE LOADING Ridge when Theta<10 deg. -1.17 -0.76 -0.64 -0.57 Roof Pressure Coefficients(Fig 27.3-1) -0.90 -0.90 -0.50 -0.30 PARALLEL to Ridge Wall Pressures: w/Negative w/Positive Internal Roof Pressures:Wind Parallel to Roof Pressures:Wind Windward 35.74 psf 20.78 sf ridge for all roof slo s: Perpendicular to ridge for 8<10 Leeward wind normal -16.00 sf -25.14 sf Location w/Positive Internal deg: Leeward wind arallel 46.00 sf -19.65 psf 0[o h/2 -39.28 psf Location w/Positive Internal Side Wall -17.25 sf -32.21 psf h/2 to It -39.28 psf 0 to h/2 0.00 psf h to 2h -25.14 psf h/2 to h 0.00 psf Additional Overhang Pressure: 28.26 sf Over 2h -18.08 psf h to 2h 0.00 psf Over 2h 0.00 psf WindSpeed: 150 m h �RoofSlope: 3.00:12 COMPONENTS Mean Roof Exposure: C Height: 8.85 ft &CLADDING Effective Area Zone 10.o sq ft 100.0 ft 500.0 sq ft 1 -38.21 sf 19.98 sf -34.05 psf 11.67 psf -34.05 psf 11.67 psf 2 -71.45 psf 19.98 Pat -50.67 psf 11.67 psf -50.67 psf 11.67 psf Higher pressures at the ridge line only applies to roof pitches>7 2oh -91.44 psf -91.44 Pat -91.44 paf degrees 3 -108.96 psf 19.98 Pat -83.92 sf 11.67 psf -83.92 psf 11.67 psf 3oh -153.78 paf -103.90 psf -103.90 f 4 -46.52 psf 40.76 paf -38.21 sf 33.70 psf -34.05 psf 28.29 sf 5 -58.99 psf 40.76 psf -46.52 psf 33.70 psf -34.05 psf 28.29 psf a: 3.00 ft CXT� Da Inc. (Precast Div.) OZARK II OZII-126 Page 2 of 21 te:07/22/2025 ASCE 7-16 SNOW LOAD CALCULATION Category II IBC TABLE 1604.5:Risk Category of Buildings and Other Structures. Exposure C See§26.7.3:Exposure Categories,General. Pg 250 psf See ASCE Figure 7.2-1:Ground Snow Load W.building 10.5 ft Length of the building L.building 18.67 ft Width of the building H.building 9.75 ft Height of the building to the ridge). Enter 0 if unknown. Roof Rise(per foot) 3 Roof pitch 8 14.04 deg Roof Angle ASCE Table 7.3-2-Thermal Condition: C, All structures except as indicated below: 1.0 Structures kept just above freezing and others with cold,ventilated roofs in which the thermal resistance(R-value) between the ventilated space and the heated space exceeds 25*h (de *s ft/BTU). 1.1 Unheated and open air structures 1.2 Structures intentionally kept below freezing 1.3 Continuously heated greenhouses with a roof having a thermal resistance value(R-value)less than 2.0*h (deg*sq ft/BTU). 0.85 C, 1.2 (Choose from table above) Is 1 ASCE Table 1.5-2 Surface Unobstructed ASCE§7.4 Roof type Gable Her.Eave to Ridge Distance -windward 5.25 ft Roof Exposure Partially exposed ASCE Table 7.3-1 C, 1 ASCE Table 7.3-1 Cs 1 Slope Factor from Figure 7.4-1 Low Sloped?: Yes ASCE§7.3.4 Pf 210.00 psf Flat Roof Snow Load Ps 210.00 psf Sloped Roof Snow Load Use unbalanced? Yes ASCE§7.6.1 PwM d 0.00 psf ASCE§7.6.1 PI—nd 1 250.00 psf ASCE§7.6.1 PI—nd 2 250.00 psf ASCE§7.6.1 Distance from Ridge to Edge of Pl,_ dl loading 5.3 ft ASCE Figure 7.6-2 7 30.00 pcf Snow densi E .7.7-1 of ASCE 7 S 4 Run per rise of 1 ASCE§7.1 hd 10.19 ft Height of drifting snow on leeward side hb 7.00 ft Height of balanced snow Snow Load on Gable Structure 30 --------------------- 25 20 1 —STRUCTURE a 15 � 1 Balanced Snow 3 I ----Unblanced Snow ❑ 10 1 5 I 0 0 5 10 15 20 Structure Cross Section CXT Inc. (Precast Div.) OZARK II OZII-126 Page 3 21 � Date:07/22/2025 Seismic Loads(ASCE 7-16) OZARK II OZ111-126 Category II IBC TABLE 1604.5:Risk Cate o of Buildin and Other Structures. Ss 1.375 Max.Earth ake Ground Motion of 0.2 sec S ectraI Response Acceleration ASCE Figure 22-1 St 0.748 g Max.Earthquake Ground Motion of 1.0 sec Spectral Response Acceleration ASCE Figure 22-2 Site Class D Default Site classification Use D if unknown unless jurisdiction,or geotechnical data determines Site Class E or F. ASCE 20.1 TL 16.0 sec Long Period Transition Period ASCE Figure 22-14 Seismic Force Resisting System A.5 Intermediate precast shear walls ASCE Table 12.2-1 R 4.00 Response Modification Factor f2, 2.5 System Over strength Factor C, 0.02 Approximate period parameter ASCE Table 12.8-2 x 0.75 A roximate period parameter ASCE Table 12.8-2 hn 9.06 ft Height in feet from base to highest level of structure Value 1* Value 2* --Used for interpolation IF, 1 1.2 1 Interpolated Value JASCE Table 11.4-I 1 1 1 ***1.2 used per ASCE 11.4-2 F, 1 1.7 1 Interpolated Value JASCE Table 11.4-2 1 1.7 1.7 Sms=Fa*Ss 1.650 g Adjusted MCE Spectral Response Acceleration at short periods ASCE 11.4-1 S.,=F,*S,*1.5 1.907 g Adjusted MCE Spectral Response Acceleration at 1 see period ASCE 11.4-2 (MCE=Maximum considered earthquake) Sos=2/3 Sm, 1.100 g Design Spectral Acceleration Parameters JASCE 11.4-3 Sot=2/3 Smt 1.272 g Design Spectral Acceleration Parameters JASCE 11.4-4 IE I Importance Factor ASCE Table LS-2 Seismic Desi n Cate o D Based on Sos D Table 11.6-1 Based on SDI D Table 11.6-2 Geotechnical Investigation Report Required? Yes per ASCE 11.8.2 and 11.8.3,IBC 1803 E UIVALENT LATERAL FORCE PROCEDURE Ta=C,*hn" 0.10 sec I Approximate fundamental period ASCE 12.8-7 T,=Sm/SDS 1.16 sec T 0.10 sec Fundamental period of the stmcture(can be taken as Ta per ASCE 12.8.2) C,=SDS/(R/1) 0.275 ASCE 12.8-2 C,m, 0.094 ASCE 12.8-5&12.8-6 Cl 3.043 ASCE 12.8-3&12.8-4 C, 0.275 k 1.000 ASCE 12.8.3 W 65.94 kip V=C,*W 45.33 kip ASCE 12.8-1 Shear with snow load Mo= 405.1 k-ft Overturning Moment with snow load V=C,*W 37.88 kip Shear without snow load M.= 336.8 k-ft Overturning Moment without snow load WITH SNOW LOAD 12.8-I2 ;404 ;11.7 12.10-1 Pp(flat roof V. (Story Fp,]dlapma� Level Story Height h;or h, snow load) w; w,*k, C„ x shear) Ma f r) Roof 8.85 ft 9.06 ft 210 sf 40.55 kip367.4 k-ft 0.986 9 ki 44.69 ki 0.0 k-ft 17.84 kiWalls 0.00 ft 0.00 ft Floor 0.21 ft 0.21 ft 25.40 ki 5.3 k-ft 0.014 ki 45.33 ki 395.7 k-ft 11.17 kip Base 0 ft 0.00 ft W= 65.94 kip 372.7 k-ft M.= 405.1 k-ft WITHOUT SNOW LOAD 12.8-12 ;37 .7 12.10-1 Pr(flat roof V.(story F,x(di,,,_ Level Story Height hi or h, snow load) wt wt*k, C„ shear) M, _0 Roof 8.85 ft 9.06 ft 0 sf 29.70 kip269.2 k-ft 0.981 i 37.15 ki 0.0 k-ft 13.07 kiWalls 0.00 ft 0.00 ft Floor 0.21 ft 0.21 ft 25.40 ki 5.3 k-ft 0.019 i 37.88 ki 328.9 k-ft 11.17 kip Base 0 ft 0.00 ft W= 55.10 kip274.5 k-ft Mo= 336.8 k-ft CXT Inc. (Precast Div.) OZARK II OZII-126 Page 4 21 � Date:07/22/2025 Center of Mass & Rigidity OZARK II OZII-126 X Y Upper Left=0,0 Lower Right 1 260 143 Wall XRelalive VRelative Shear Force Distto CoRx Dist to CoRy Stiffness Stiffness Its I off dx(IN) dyflNl W1 0.00% 57.87% 6.4521 346 20.284 51.404 W2 16.19% 0.00% 1,8051 184 89.714 9.552 W 3 16.19% 0.00% 1,805 I 184 130.286 9.552 W4 0,00% 42.13% 4,698 252 21.264 70.596 W5 33.81% 0.0% 3,710 383 9.714 9.486 W6 33,81% 1 0,00% 3,T701 383 9.714 9.486 Left Edo. Tap Edo. Right Edo. Bottom Edo. Snonhive Center of Gravity Live Live Slab Thickness Wool X V X V (psf) X Y w/o snow R1 4.5 8114 0 71.5 260 143 210 130.0 1 107.3 13538 8114 R2 4.5 1 8t14 01 0 260 1 71.5 210 130.0 1 35.8 13536 8114 F1 5 1 11923 18 1 8.5 1 242 1 134.5 400 1 30.0 1 71.5 11923 0 Totals1 26946 1 126.2 72.8 Torsional Eccentricity Wgt Wgt wgt m,{t ev (w snow) (w/o snow) (w snow) (w/o snow) 16.52 8.52 65.941 1 55.097 roof 1 40.545 29.]01 Center of Gravity floor1 25.396 X Y 126.2 1 72.6 Center of Rigidly x Y 109.7 81.1 Wall Overturning Checks Using Weight of Adjacent Walls Force Transferred by Connections Between Walls Anchorage Required Toward Lower Right Toward Upper Lek Overturning status to Resist Ovekuming Anchor Resistance Anchor Resistance sing just connection From Design Moment Moment Moment u m just cot walls Wall (kip-fi) (kip-fqtN..d (kip-fq check W1 60.39 302.74 302.74 None Required M 17.90 45.16 3].58 None Required W 3 17.90 45.16 3].58 None R uired W4 29.11 302.74 302.74 W5 61.37 45.16 re 45.16 Need Mae TRYBASEANCHORS W6 61.37 45.16 re 45.16 Need More TRY BASE ANCHORS 0-,ningresi.t -n onsid--lytheweightdthewall,theweightoftherodsuppokedbythewall,andconnectiontoadjacentwalls.Roofweightsuppartedby other walls has not been considered.Connection to adjacent walls is taken as the connection capacity,nor to exceed that portion of the adjacent wall weight that can be rease-bly attrbutetl to the connection. Wall Ovekuming Checks Using Base Anchors Only Must investigate ONLY if connection to adjacent walls is insufficient Toward Lower Right Toward Upper Lek Combined Design Anchor Resistance Anchor Resistance Loading Required Tension M rl Capacity per Moment Moment Unity WW4 (kIP(t) (kil check 'Id"M check Chack Base Anchor(lb) 123.84 OK 123.84 OK OK 519317.90 55.72 OK 55.]2 OK OK 100017.90 55.72 OK 55.]2 OK OK 10029.11 105.02 OK 105.02OK OK ]32961.37 55.72 Tw Both 55.72 Tw Both OK 82461.37 55.72 Try Both 55.72 Try Both OK 824 Wall Overturning Checks Using Base Anchors and Connection to Adjacent Walls Must investigate ONLY if both base anchor alone and adjacent walls alone are insufficient Base Anchor Base Anchor Available Overknning Overturning Shear Tension Resistance(kip-ft) Unity Check of Required Available From Base Anchors Base Anchors oiM (%Wall (%CaoaCapacity) Lower Right U000r Lefi Lower Right Upper Left W 1 0.0% 100.0% 426.57 426.57 OK OK W2 0.0% 100.0% 100.88 93.30 OK OK W3 0.0% 100.0% 100.88 93.30 OK OK W4 0.0% 100.0% 40].75 407.75 OK OK WS 0.0% 100.0% 100.88 100.88 OK OK W6 0.0% 100.0% 100.88 100.88 OK OK CXT Inc. (Precast Div.) O ZARK 11 O Z II-126 ^�`~� , mkez722265 ! { - !, , f 2 {\i � � ! ° �d 2 2=!=S a ,{• ! ! ! - ) ! ! ! CXT Inc. (Precast Div.) OZARK II OZII-126 Page 6 21 � Date:07/22/2025 a� a r 3 0 s EE o co m 8 0 0 a :9 s s s^ ;uYu 14 F a� a� a� F e y� y� ytl e 9 ac ao ao aNn G^NM y_ oe 8€ as - o: C m Q Z O Q pZ 5 s r= m o 0 0 0 o P o - y 3 3 3 3 14 C >o y �o.zmme 3�'14" Esc e�u" c a CXT Inc. (Precast Div.) OZARK II OZII-126 Page 7 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED Wl amnpnm sfiom Mis methodolo8y. vmtho hart o[tlm wall --1 NI Wall ie lewio�<ono-olled for out-of-plme mommr efkq -/21 1923 rmid8ei7shal�no llal Wall 1—iW1y,,pWa axia11y1mdW,mdmbJcer ioo Iloedln—vwxlmim momm�eaN emerapaena emeennama @avky made am eh m Smcl R'I — Plain W WF P. 80 XCooH- 16 y Fy rtbn 60000 ref Comidioare Blrcalm of Wall 1 X 5 CorsrcH hluiry ISOpcf QK —i, 1 1a1(1 Cmmro( vlryY 132500 Wart 00016s. B(Cmmmele) 4266826 pi relttlpl Central wa114Y. n(mNULn NIo) 676 No 1op(kcgmotopmkg ow.u) Ofl Shear Param H( we) pvere 085 i[ Lh(l.kffi 11) 18667R VP zzsse AnatyHH 0�e 2885 tip b(xaioo widN) One lwansa (aecnon ess) a(cov rop) 1.709 Ip m) all � m(aaa drtmLdiem) 0282m 0 roe) MmHodzmeal spec1Czs1 db(efladve dep166mrom) 21n Ca(%otDL-16r8e6mk) 1 L—kBaeohidN-Axial Load 02N5 Axlal BeH¢n Laadr(preerurefrom mp0 Lahnl—V Londe(preaare on wale w3(Sooty Co I) Lend(SL.H) La(GveRw Co) C (L1l.an B(BaNupal:a Cos) (BL.a1) pt, =qs 0.v Applied Imm Pumad Praeure on ROOfWI C1463.5553 aG94.38 P. ^4l HP-- R^4/H +11)it Aarumptlon check I H.s.L1(d) rtnlq Applied Lovds P. no SmliOn Wy Appli W'IL,4/HM+L^6) Atlal Pravure op SxHan BeOmlian PB —kip —.1 10klfp ACI 10.9 Cbcck Sbor 10Xp da 000021nn I148 Flexure pv ty e-l' ary ACI21221 fl(mpnrt motlulua) 530,330 Poi Clwok .1.1h1 T 69716ilm AQ 24.235 06 T09c 0 Table 9 ACI 2122 Bit OB Cf Table 22.2.2A.3 M. O766,,it AG 11,3.1d e.i)—i.� La Aa A.req'd (0.851 ra) 0333- i 022i^2 Iadeflmun Of a1 add'I= OODD kip-fl 0—kip-fl 6 OD wH C1 Table 24.2.2 r,<maaimnm mneae mint rtmam) ncmrkIm. Mn .ro(Mn1<mpcNurc rtlokeoensnl) 00018 %allowed 35'16°/a 35— vk(mm mnsde minfawamo0-7 ram(hlil rcinfwamrne Nlo bosom) 00033 p —(mint mratiopmvided) 00080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 8 21 � Date:07/22/2025 EnhreWall WINDOW, WINDOW2-x-VEM, ENT2 REINFORCEMENT AT OPEN GS P.(fssto.,-RL.madraaf 0.46 k1[ db(eReave depth tiomm)IenW Ww(w<I o[ <I a fl) 0.05 ksf Opmmgo� leog[hof opeow8 HheiQaabove (-)WertofOpen;n8 oral Lclodud totil5cmvdload Mo lLSSI opnel load fwu'C^2VI2 .54fl m 83fl oo .1]fl �9]fla .M Wf .51 Wf .43 kio-fl WINDOW2 1296ft 583fl 11'16 0.9]R 18360 0 W[ 0.51k1[ 0.43k I 0.711 1 11 1 l.- .31 31 Wf .]]klf .o6kio-1 VEM'2 I6.Nft O'llfl Ift I ft 1 4992 1 031 W[ 1 0.7k1[ I 0.06 k10-fl R Opeoiog 46 re9'd yq,req'd, IMo= Ch<dc AMn>Ma 96 kiofl 1 WINDOW2 09 001 2^2 No.3 1 496 aloft OK o k o-fl VBNT21 0.9 Oi- I Na3 0 I oN.-fl I OK CONNECTIONS FUII Resistanw Value OverWmin Base Anchors Lalaml Base Anchors Wall-wall Conneclim Quantity Meumum MDI.Wl Shear Momam+ Moment- Moment+ Momem- InSAear R-DlsWnce L-1965 ce WD 12- Wo-% kio-rc 74 5 196.5 196.5 61.045 123.84 123.84 302.70 302.]4 Tout T<nsion Base A-- Olst Tenaion(WD) Shear L-Diet Momem+ Moment- Bas<AecM1orl 3.64 168kip'fl kipR Anrhor2 2]25in 3.64 12.21 11525v. -Wp'fl 356]5Wo"ft Bas<Mchor3 3.64 369 kip^R .14 Aorhor4 15210 3.. 12.21 ]21e 356]5 klo"ft 18005 klo'6 kip R 68 kip.. Capacity Bring Deatl %of Ovedu ning Moment Quantity Dist alawable of AncM1am .ho� nng Wall J.L (incM1es) L-Dist Farce Resis ce kio-flL.Ian Law RIOM 3 - 50.00% 2 M 222 8.109 3 2]0] 9.285 50.00% WS 82 142.000 8.109 55412 95.95] Wall Cnnncadon3 3 2]OJ 9.285 EO W% 142 8-1. 95.95] 11412 Wall Connenion4 3 8.592 50.00% N3 222 2000. 8.109 150.017 1.- Wa11 Shear CMcks Shear Connections at Base W ell Shear Cepedty Deaion CeoecRv Reserve Deaion Resistance Re9alred Shear Capacity(Ib)per Base Reserve Connector Force(Ib) (Ib) Capacity (PLF) (PLF) cM1eck Capacity 18522 61045 42523 864 18906 OK 3]04 (425231 OK RIGIDITY C&CULATEDYALUES 93% Final 13.68789368 Pier Length H-ht Fi-T-1 Uaeade2 StiRnesa"IEE ction Label Il O.) (Inches) (YIN) (YIN) (1000 W./INW.) Entire Wall 22A 95.5 Y Y 14.]4468 wMDOw 1 A' 224 13.9 Y Y 107.29609 A 30.48 13.9 Y Y 13.671 ]3 B 155.48 13.9 Y Y 74.37313 WNDOW 2 B' 224 13.9 Y Y 10].29609 C 155.. 13.9 Y Y ]4.39213 D 30.44 13.9 Y Y 13.651 ]3 vBNT 1 C' 224 11.98 Y Y 124.53308 E 12 11.98 Y Y 5.01300 F 200 IIM Y Y 11.16409 V-2 D' 224 11.98 Y Y 1.53308 G 200.04 11.98 Y Y t t 1.186009H 11.56 11.98 Y Y 4.98] 201 Combine Logic Firs[Segmein Second Segment I -Name CombinelSUMmct M-d Combilred wMDOw1 E-Wall A' A. Deflection 0.059 A B AB StiRneas 88.044 N. AB A'b Deflection 0.070 WMDOW2 A'b B' T. Deflection 0.061 C D CD Stlffne.s 88.043 B.. CD B'b Deflection 0.072 VENT 1 B'b C. C'a Deflection 0.064 E F EF Stlflaess 116.176 V. EF C'b Deflection 0.072 VENT2 C'b D' D'a Deflection 0.0. G H GH Stlffne.s 116.1]3 D'a GH Final Deflection 0.0]3 CXT Inc. (Precast Div.) OZARK II OZII-126 Page 9 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED W2 amnptim shorn Mis methodolo¢y. vmtho hart o[tlm wall --1 NI Wall is lewio�<ono-olled for out-of-plme mommr efkq -/21 1923 rmid8ei7shal�no llal Wall 1—iW1y,,pWa axiallyloadW,mdmbJcer ioo Iloedln—vwxlmim momm�eaN amerapaaHa emeennama®a.iry made am eh m Smcl ReiMo — Plain W WF P. 80 X CooHNnvc 20 y Fy rtbn 60000 ref rcc�Im Comid- Dl 1Y5 CorsrcH hluiry ISOpcf QK gevii,x ii y 1 1a1(1 Cmmro( vlryY '1L549 Wart 00016s. B(Conmae) 42k6826 pi reltefpl Central wa114Y. n(motlulm Nlo) 676 Y. 1op(kcgmotopmkg ow.u) Ofl Shear Param H( we) pvere 085 i[ W(Im@h ofwalp 9.833fl zzsse AnatyHHw perta�m ft)) 0Vp 2885 tlp b(emHoo T b wldN) 121p s0 (section ns) a(cov rop) 1.709 Ip c(rov ttom) Woo25 m(aa, drtmcaian�) W282m 0 roe) 2. MixHodzmeal spec 121p 1Czs1 db(cflzalvc dcp,h barom) 2In Ca(%otDLuectl6r8e6mk) BacphidN-Axial Load 012N5 Axlal DeH¢n Laadr(preerure from mp0 Lahnl—V Londe(preaare on wale w3(Sooty Co I) Lend(SL.a) La(Gve Rao Co) C (LG.an B(BaNupal:a Cos) (BL.a1) =As 0.v Applied Cords Pumad Praeurc on ROOfWI C1463.5553 aG94.38paf N^(L^4l LM+HM) w WyHM/H +1/N) Aarumptlon check 11La.L1(d) rtnlq Applied Lovds no SmflOn Wy Appli W'IL,4/C^ar+aH^a) Wa[H^0/HM a Lb) Atlal Pravure op SxHan DeOmflan PB .Up Larmal 002 kit 119 Ch.i,SM1or 10P.p ACI ds 200p81nn I148 Chil Fleznre pvtlty ry T AG 21221 fl(mpnrt motlulua) 530,330 Poi Clwok .1.1h1 9]l kip-m ACf 24.2A5 06 09c T 0 Tablc 9 ACI 2122 BI 6 0.8 Cf Table 22.2.2A.3 M. Will ki,- AG 11 IM 8 0569 f La AS A.req'd (0.85, c') 0333- i 022 N^2 Ind-n oa sAs add'I= OODD kip-fl 0000 kip-fl 6 OD wH C1 Table 24.2.2 r,<m®imnm mnede mint rtmam) ncmrkW.>Mn .ro(Mn1<mpcNurc rtlokeoensnl) 00018 %allowe4 2061% 2'T— vk(mm mnsde minfawamo0-7 ram(hlil rcinfwamrne Nlo bosom) 00033 p —(mint mratiopmvidd1 00080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 10 21 � Date:07/22/2025 Bmna Wall -00R 1 REINFORCEMENT AT OFE GS P.(tssbd.,—Aandmg m00 O.g6 k1[ db(eReave depth hvmm)terW Ww(w<I o[ <I a fl) LLOS ksf H hei@�[abwe (-)WertofOpe�dn8 Pwatal Gnodud Ma Openin8a� Flw�zvvW Caatioa VemealCaativv Lleagho(vpeaiag fLBS, vend load mW ScmrizM load fwu'L^2V12 .24fl 11 134fl 1 1.111fla .09W .55 k1f 1 0.51kft m Op<nin& Ob As rt4'd Bmaiu 9ryrt4'd: ,MdM1 M M I091 1 Nv.3 1 1 1 A 967kiofl CONNECTIONS Full Resistance Value O e Wmin Base Anchors Letarel Base Anchors Wall-Wall Connection OuanliN Maximum Medmum Shear Mvmem+ Mvmem- Mvmanl+ Mvmem- InSAear R-Distance L-Distance kiD 55.72 55.72 45.16 3-R 6 110 110 40.946 55.]2 55.]2 45.16 3].58 Tvul T<nsion Base AncM1ora Olsl Tenaivn(kivl SM1ear L-Dial Mvmem+ Mvmenl- Bas<MaM1orl 3.59 in 3 1225 ]l kip'fl kip"R Anchvr2 32r .64 12.21 32322 k i 182a 2825 klv`d 20.401,-. I Bas<MaM1or3 3.84 kip"fl 825 Anchore 810 n 3.53 Bin iv"ft W 1]I kiv`0� fl Wall Connections Capacity Cvumedng Deatl %aF OverWmin Moment Ouanllly Ad'oi�dag Disl Nlowable of Anchors M.h2l L.i tli rg m call to Well (Inches) L-Dist Foma Resistance ki fl Anchor Atllo3.82 Wall Up Le% Low RIaM Wall Cmm,-2 3 1.5]f 3.822 18.75% W4 0 118.000 3.822 5.16 Wall Covrtaion2 3 1.59f 4.718 18.75% 118 0.000 4.593 45.165 1 0.000 Wall SM1ear Checks at Basa Walls capacity Design Capacdv Reselw Deslgn esistanc Reguiretl Shear Capacity flb)per Base Reserve Conne mr Force(Ib) (Ib) Capaclly (PLF) (PLF)a check Capacity 5493 40946 35453 459 8549 OK 13]3 1354531 OK RIGIDITY CALCULATEDVALUES 42% Final 2893963907 Pler Lanath Helaht Fired TOD'1 Useadel SURnass fkl Deflection Label IlncM1esl (incM1esl (YIN, (MINI (1000 kiDlIN1 (in I1000 ko, Entire Wall I 118 1 94.14 Y I Y Ifi.8B9 0.145 DOOR 1 A' 1 118 1 73.02 Y Y 19.554 0.105 A 38.88 73.02 1 Y I Y 1.631 0.613 B 39.041 73.02 1 Y Y 1.645 0.608 Combine Loglc First Segment SecotM Segment Ro-Neme Combi.-ubbad Me1M1otl Combitretl DOORI Entlre Wall A' N. Deflection I 0.040 A B AB SliRnesa 3.2]] N. AB Final Deflection I 0.348 CXT Inc. (Precast Div.) OZARK II OZII-126 Page 11 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED W3 amnptim sfiom Mis methodolo¢y. vmtho hart o[tlm wall --1 NI Wall is lewio�<ono-olled for out-of-plme mommr efkq -/NI 1923 rmid8ei7shal�no llal Wall 1—iW1y,,pWa axiallyloadW,mdmbJcer ioo Iloedln—vwxlmim momm�emd amerapaaHa emeennama®a.iry made am eh m Smcl R<iMorcmsm Plain WWF Cmde 80 X CooH W b10 y Fy rtbn 60000 ref Comidioare Dirccdmd-ii 1Y5 CorsrcH hluiry 150Xf QK mvityX 1 1a1(1 Cmmro( vlryY '71 Wart 00016s. B(Conmae) 42k6826 pi reltefpl Central wa114Y. n(motlulm P. 676 Y. 1op(kcgmotopmkg ow.u) Ofl Shear Param H( we) pvere 085 i[ W(Im@h ofwalp 9.833fl zzsse AnatyHHw perta�m ft)) 0Vp 2885 tlp b(emHoo T b wldN) 121p s0 (section ns) a(cov rop) 1.709 Ip (rov nom) Oo025 rtl(maumed rtinC d0a p) 42921p (e em roe) 2. MixHodzmeal spec 121p 1Czs1 db(cflzalvc dcp,h barom) 2In Ca(%otDLuectl6r8e6mk) BacphidN-Axial Load 012N5 Axlal DeH¢n Laadr(preerure from mp0 Lahnl—V Londe(preaare on wale w3(Sooty Co I) Lend(SL.a) La(Gve Rao Co) C (LG.an B(BaNupal:a Cos) (BL.a1) =As 0.v Applied Cords Pumad Praeurc on ROOfWI C1463.5553 aG94.38paf N^(L^4l LM+HM) w WyHM/H +1/N) Aarumptlon check 11La.L1(d) rtnlq Applied Lovds no SmfiOn Wy Appli W'IL,4/C^ar+aH^a) Wa[H^0/HM a Lb) Atlal Pravure op SxHan DeOmfian PB .Up Larmal 002 kit 119 Ch.i,SM1or 10P.p ACI ds 200p81nn I148 Chil Fleznre pvtlty ry T AG 21221 fl(mpnrt motlulua) 530,330 Poi Clwok .1.1h1 9]l kip-m ACf 24.2A5 06 09c T 0 Tab1c 9 ACI 2122 BI 6 0.8 Cf Table 22.2.2A.3 M. Will ki,- AG 11 IM 8 0569 f La AS A.req'd (0.851 c') 0333- i 022 N^2 Ind-n oa sAs add'I= OODD kip-fl 0—kip-fl 6 OD wH C1 Table 24.2.2 r,<mm.nn�m mnede mint rtmam) ncmrkW.>Mn .ro(Mn1<mpcNurc rtlokeoensnl) 00018 %allowe4 2061% 2'T— vk(mm mnsde minfawamo0-7 r—(bH rcinfwamrne Nlo bosom) 00033 p —(mint mratiopmvidd1 00080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 12 21 � Date:07/22/2025 Bmna Wall -00R 1 REINFORCEMENT AT OFE GS P.(tssbd.,—Aandmg m00 O.g6 k1[ db(eReave depth hvmm)terW Ww(w<I o[ <I a fl) LLOS ksf H hei@�[abwe (-)WertofOpe�dn8 Pwatal Gnodud Ma Openin8a� Flw�zvvW Caatioa VemealCaativv Lleagho(vpeaiag fLBS, vend load mW ScmrizM load fwu'L^2V12 .24fl 11 134fl 1 1.111fla .09W .55 k1f 1 0.51kft m Op<nin& Ob As rt4'd Bmaiu 9ryrt4'd: ,MdM1 M M I091 1 Nv.3 1 1 1 A 967kiofl CONNECTIONS Full Resistance Value O e Wmin Base Anchors Letarel Base Anchors Wall-Wall Connection OuanliN Maximum Medmum Shear Mvmem+ Mvmem- Mvmanl+ Mvmem- InSAear R-Distance L-Distance kiD 55.72 55.72 45.16 3-R 6 110 110 40.946 55.]2 55.]2 45.16 3].58 Tvul T<nsion Base AncM1ora Olsl Tenaivn(kivl SM1ear L-Dial Mvmem+ Mvmenl- Bas<MaM1orl 3.59 in 3 1225 ]l kip'fl kip"R Anchvr2 32r .64 12.21 32322 k i 182a 2825 klv`d 20.401,-. I Bas<MaM1or3 3.84 kip"fl 825 Anchore 810 n 3.53 Bin iv"ft W 1]I kiv`0� fl Wall Connections Capacity Cvumedng Deatl %aF OverWmin Moment Ouanllly Ad'oi�dag Disl Nlowable of Anchors M.h2l L.i tli rg m call to Well (Inches) L-Dist Foma Resistance ki fl Anchor Atllo3.82 Wall Up Le% Low RIaM Wall Cmm,-2 3 1.5]f 3.822 18.75% W4 0 118.000 3.822 5.16 Wall Covrtaion2 3 1.59f 4.718 18.75% 118 0.000 4.593 45.165 1 0.000 Wall SM1ear Checks at Basa Walls capacity Design Capacdv Reselw Deslgn esistanc Reguiretl Shear Capacity flb)per Base Reserve Conne mr Force(Ib) (Ib) Capaclly (PLF) (PLF)a check Capacity 5493 40946 35453 459 8549 OK 13]3 1354531 OK RIGIDITY CALCULATEDVALUES 42% Final 2893963907 Pler Lanath Helaht Fired TOD'1 Useadel SURnass fkl Deflection Label IlncM1esl (incM1esl (YIN, (MINI (1000 kiDlIN1 (in I1000 ko, Entire Wall I 118 1 94.14 Y I Y IB.BB9 0.145 DOOR 1 A' 1 118 1 73.02 Y Y 19.554 0.105 A 38.88 73.02 1 Y I Y 1.631 0.613 B 39.041 73.02 1 Y Y 1.645 0.608 Combine Loglc First Segment SecotM Segment Ro-Neme Combi.-ubbad Me1M1otl Combitretl DOORI Entlre Wall A' N. Deflection I 0.040 A B AB SliRnesa 3.2]] N. AB Final Deflection I 0.348 CXT Inc. (Precast Div.) OZARK II OZII-126 Page 13 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED Wq amnpnm sfiom Mis merhodolo8y. vmrho hair o[tlm wall --1 NI Wall ie lewio�<ono-olled for out-of-plme mommr efkq -/21 1923 rmid8ei7shal�no l lal Wall 1—iW1y,,pWa axia11y1mdW,mdmbJcer ioo Iloedln—vwxlmim momen�eaN rmeraparHa emeemmma @aviry made am eh m Smcl R<iMorcmsm Plain WWF Cmde 80 X CooH W 1k y Fy rtbn 5-0 ref Comidioale Difccrim of Wall 1X5 Corsrck hluiry 150Xf QK mvityX .," 1 1al(1 Cmmro( vlryY 8. 2(Skal) ___ Wall Warr W016s. 2(Cmmmele) 42k6¢26 pi reltt(pl Central wa114 Y. n(mNulm P. 6'16 No lop(kcgmotopmkg ow.u) Ofl Shear Param H( we) WF 085 i[ W(Im@h ofwalp 1866'!fl zzsse AnatyHH 0�e 2885 tip b(xaioo wid0) One lwanea (aecnon ess) a(cov rop) 1.]OBIp c(rov ttom) all � m(.damc diem)0 roe) 2. MmHodzmeal spec12zs1 db(cflzalvc dcp,h bmrom) 21n Ca(%otDLuectl6r8e6mk) EacphidN- 1 Axial Load 02N5 Axlal DeH¢n Laadr(preerurefrom mp0 Lahnl—V Londe(preaare on wale w3(Sooty Co r) Lend(SL.H) La(GveRw Co) L (LG.at) E(9ar0upal:a Loa) (0L.a1) pt, =qs 0.v Applied foam Pumad Praeurc on ROOfWI C1463.5553 aG94.38 P. W I HP-- R^4/H +11)it �WipAarumptlon check 11La.L1(d) rtnlq Apptiea Lovds P. no SmriOn Wy Appli W'IL,4/HM+L^6) Atlal Pravure op SxHan DeOmrian PB L19up Carmel 10klfp ACI 149 CM1mk SM1or 10P.p da 000p21nn 1148 Flexure pvtlty e-(' ary ACI21221 fl(mpnrt motlulua) 530,330 Poi Clwok .1.1h1 T 69716ilm ACf 24.235 06 T09c 0 Tablc 9 ACI 2122 Bit OB (T Table 22.2.2A.3 M. O'184 k,'It AG 11,3.1d e.i)—i.� La Aa A.req'd (0.85 v r v) 0333- i 022i^2 Ind-n oa eAs add'I= OODD kip-fl 0000 kip-fl 6 OD wH Cd Table 24.2.2 y<maaimnm muses mint rtmwm7 ncmrkW. Mn .ro(Mn1<mpcNurc rtlokrocnsnl) 00018 %allowc4 35,31% 35,31% vk(mm muses miM wamo ram(hlil rcinfmamrnr Nlo bosom) Oo033 p oa.a(miM mratiopmvidd1 Oo080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 14 21 � Date:07/22/2025 Ee-1 -NDOWI WINDOWS-*-VEM1 VENTS DOOR REINFORCEMENT AT OPENINGS P.(tssbri.,-RL.omdmg m00 0.46 k1[ db(oRaava depth bomm)rerW Ww(w<I o[ <I a fl) ROS kaf Oprnmgo� l-9-opemap HheiQdabov� ()W gh-Opa�dnI oNlfeclonmd roral5cmvdload Mp lLBS) panel load fw..1. 2 ..54fl m 83fl oo .1]fl �9]fla .OS klf .51 Mf .43 Yip-fl WMDOW2 1296R 1,11 111R -R 18360 005 M[ Ul III -1- V- 5.4. 0.71 fl .25 fl 0.31111 .7- 0..Yio-fl VENT2 122]R O]IR I 6,25R 4992 031 111 0-1111 -kip-I .33fl Ofl3.14. 1.1fl A6. 0.12NI .43Yio-fl m Op<nin& 46 As m4tl Bmaiu 9rym9'd: 4M M M WINDOWI 09 001 I- Ne3 1 A 496-R21 A OK u 96-R VENTI 09 OO nN22 No.3 0 40 kip-R OK 0 p-fl DOORI 09 001 I- Na3 1 53-- OK CONNECTIONS Full R-ietance Value O e Wmin Base Anchors P48�136' Anchors ConM MomanlL-DlsWnce klo-I klo-R6 212 212 1 105.02 1 105.02 302.74 302.74 Tout T<n -sion BeaeAnc Olst Tension-I SM1 L ear Diet MJmelll+ Moment- Bas<Anahorl 3.84 12.21 206kip^fl 69.J24 tip^R Anchor$ 1 72N 1 12.N 152N )419 kip'fl 3306]kip'R Bas<Anahor3 3. 12.21 06].11 419kip^fl Anchor4 212 in 3..64 12.21 121 69.324 kip"R 020-tt Wall Connectiana Capacity CDUMering Deed %of OverWming Moment Ouantlty Ad'oiwng Dist Movable ..h., Load from call to L-Dist Resistance N fl D nc ors Anchor Adjoining Wall wall (Inches) Force Wall Conmationl 3 2]0] 8.592 50.00% W2 2 222.000 0.109 1.352 L150.01]1 wall Cor4eaion2 3 2]O3 9.2M 60A0% 82 142.000 8.109 Wall Conmation3 3 9.285 50.00% W6 142 82.000 0.109 95.95] 55.412 Wall Covrtation4 3 2)09 8.592 ..00% 222 2.000 8.108 150.01] 1.3s2 Wa11 SM1ear Checks s at Basa Wall Shear Capacty "�(1�� capacity Reserve Deslan Required SM1ear Capacty(I11 P.,Base Reserve(Ib) Capadly (PLF) (PLF) check Capaciy4BB36 -1 629 137 fifi OK 3436 1-11 OK RIGIDITY -CU-IEDYALUES 68% Final 9966613336 Pler La..th H.Ight F.-TOD? u..w.? W...Ik1 Defl ., Label li-h-I (in-1 (YIN, (YIN) (1000 MD I III (in II-kip) E..Wall 224 95.5 Y Y 14.144 DOW -OW 1 A' 226 13.9 Y Y 107.296 0.009 A 30.48 13R Y Y 13.671 0.073 B 1.. 13.9 Y Y ]4.3]3 0.013 WINDOW$ B' .4 MR Y Y 107.296 0.009 C 1... 13.9 Y Y 74.392 0.013 D 30.44 13R Y Y 13RII 0.073 VENTI C' 224 11.98 Y Y 1-33 0.008 E 64.8 1IR8 Y Y 31R. 0.028 F 14].2 11.98 Y Y .1.734 0.012 VENT2 D' 224 IIR8 Y Y 124.533 DOW G 14].24 11.98 Y Y 81.756 0.012 H 64.]e 11.98 Y Y 35.631 0.028 DOORI E' 224 82.3 Y Y 17.3. 0.058 1 87.96 82.3 Y Y 5.51824 0.181 J 95.56 82.3 Y Y 6. 3 0.160 C..W.Logic Fire[Segmem Second Segment -N.- Combinel8u- Metal Combi-I wMDOwI E-Wall A' A. Deflector ODD) A B AB StiRneas 88.044 N. AB A'b Deflector 0.070 WMOOW2 lb B' B'a Deflection 0.061 C D CD Stiffness 88.043 B.. CD B'b Deflection 0.072 VENT 1 B'b C' V. DO.- OD. E F EF St.... 117.388 V. EF C'b Deflector 0.072 VENT$ C'b D' U. Deflector 0.0. G H GH Stiffness 117.388 Da GH i lb 1Deflector 0.0]3 DOOR D'b E' E'a Deflector 0.015 JI IJ I I St.... 1 11.758 E'a IJ I Final I I De8ec0on I Oloo CXT Inc. (Precast Div.) OZARK II OZII-126 Page 15 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED WS amnptim sfiom Mis methodolo¢y. vmtho hart o[tlm wall --1 NI Wall is lewio�<ono-olled for out-of-plme mommr efkq -/NI 1923 rmid8ei7shal�no llal Wall 1—iW1y,,pWa axiallyloadW,mdmbJcer ioo Iloedln—vwxlmim momm�eaN amerapaaHm emeennama®a.iry made am eh m Smcl R<iMorcmsm Plain WWF Cmde 80 X CooH W 100 y Fy rtbn 60000 ref Comidioare Dirccdmd-ii 1Y5 CorsrcH hluiry 150Xf QK mvityX 1 1a1(1 Cmmro( vlryY '71 Wart 4235.00016s. B(Conmme) 42k6826 pi reltefpl Central wa114Y. n(motlulm P. 676 Yea 1op(kcgmotopmkg ow.u) Ofl Shear Param H( we) pvere 085 i[ W(Im@h ofwalp 9.833fl zzsse AnatyHHw perta�m ft)) 0Va 2885 tlp b(emHoo T b wldN) 121ps (section ns) a(cov rop7 1.709 Ip c(rov ttom) 00025 N(mmmed—'diamar) 42921p 0 roe) 2. MixHodzmeal spec 121p 1Czs1 db(cflzalvc dcp,h barom) 2In Ca(%otDLuectl6r8e6mk) BacphidN-Axial Load 012N5 Axlal DeH¢n Laadr(preerure from mp0 Lahnl—V Londe(preware on wale w3(Sooty Co I) Lend(SL.a) La(Gve Rao Co) C (LG.an B(BaNupal:a Cos) (BL.a1) =As 0.v Applied Cords Pumad Praeurc on ROOfWI C1463.5553 aG94.38paf P77 LW kip N^(L^4l LM+HM) w WyHM/H +1/N) Aarumptlon check 11La.L1(d) rtnlq Applied Lovds no SmfiOn Wy Appli W'IL,4/C^ar+aH^a) Wa[H^0/HM a Lb) Atlal Pravure op SxHan DeOmfian PB 128 kip Larmal 009 ACI 149 Ch.i,Lor 10Xp Gs 00121.n A0148 Fleznre pvtlty ry AG 21221 fl(mpnrt motlulua) 530,330 Poi Clwok 2 .1.1h1 9]1 kiPm ACf 24.2A5 0T09c T09 ACI Tablc 2122 BI 6 0.8 Cf Table 22.2.2A.3 M. 4638 kIPft AG 11&3.Id 8 0569 f La AS A.req'd (0.851 c') 0333- i 022i^2 Ind-n oa s1 add'I= OODD kip-fl 0—kip-fl 6 OD wH C1 Table 24.2.3 r,<mm.nn�m mnede mint rtmam) ncmrkOMn>Mn .ro(Mn1<mpcNurc rtlokeoensnl) 00018 %allowe4 269'1% 2R9T�O 0-7 vk(mm mnsde minf0wamo r—(bH rcinfwamrne Nlo bosom) 00033 p —(mint mratiopmvidd1 00080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 16 21 � Date:07/22/2025 Entire Wall BO REINFORCEMENT AT OFE GS P.(tsstod.,—SL.vmdrvaf 046 k1[ db(eReave depth hvmm)terW Ww(w<I o[ <I a fl) 0.05 ksf H hei@�[abwe Llmg (-)WertofOpe�dn8 Pwatd Gnodud Ma OPea6�8 ar�z Flw�zvnW Caatioa VertiW Caativn [ho(vpeaiag fLBS' vvrtl load mWf'zd load fwu'L^2V12 .58fl 1 1.87fl 1 0.5fl I �Wfla 1 12.60 1 0.31 klf .Tlklf I O.Mkft re Op<nin& Ob As rt9'd Bmaiu 9ryrt9'd: ,MdM1 M M I09I in^2 I Nv.3 1 1AApO kiv-fl Ni' A OK n CONNECTIONS Full Residence Value O e Wmin Base Anchors Letarel Base Anchors Wall-Wall Connection OuantiN Maximum Medmum Shear Mvmem+ Moment- Mvmanl+ Mvmem- InSAear R-Distance L-Distance kiD 55.72 55.72 45.16 kiD-fl 6 110 110 40.946 55.]2 55.]2 45.16 145.16 Tvul T<nsion Base AncM1ora Olsl Tenaivn(kivl SM1ear L-Dial Mvmem+ Mvmenl- Bas<MaM1orl 3.59 in 3 1225 ]I kip'fl kip"R Anchvr2 32r .64 12.21 32322 k i 18 2825 klv`d 20.401,-. I Bas<MaM1or3 3.84 2a kip"fl 825 Anchore 810 n 3.53 Bin iv"ft W 1]I kiv'0� fl Wall Connections Capacity Co—d",D-d %aF OverWmin Moment Ouanllty Ad'oi�dng Disl Nlowable of Anchors M.h2l L.i tli rg m call to Will (Inches) L-Dist Foma Resistance ki fl 1. Atlloining Wall Up Le% Low RIOM Wall Cmm,-2 3 1.5]f 7.369 31.25% W4 0 118.000 4.593 5.16 0.5.165 wall Covrtaion2 3 1.59f ].863 31.25% 118 0.000 4.593 45.165 1 0.0(IO Wall SM1ear Checks at Basa Walls capacity Desian C`p'c' Resetw Deslan esistanc Reguiretl Shear Capacity(1b)per Base Reserve Conne Wr Force(lb) (lb) Capacity (PLF) (PLF)a check Capacity 1o660 40946 30066 958 20308 OK 2]20 1300661 OK RIGIDITY —CULATEDVALUES 100% Final 6M3183639 Pler 1Lanath HelaM Fired TOD'1 Useadel W..lkl Deflection Label IlncM1esl (incM1esl (YIN' (MINI (1000 M.I INI (in 11—ko' Entire Wall I 118 1 103.37 Y Y IB.OBO 0.165 LAV BO A' 118 6.05 Y Y 1 129.914 o.008 A 18. 6.o5 Y Y 1 20.207 0.099 B 93.04 6.05 Y Y 102.3]9 o.olo Combine L.& First Segment SecotM Segment —Name Combi.-ubbed Me1M1otl Combitretl IAV BO Entlre Wall A' N. Deflection 1 0.- 1 B AB SliRnesa 122.116 N. AB Final Deflection I 0.185 CXT Inc. (Precast Div.) OZARK II OZII-126 Page 17 21 � Date:07/22/2025 OZARKIIOZH-126 •Isfead ez DESIGN M WALL MARKED Wb amnptim sbom Mis methodolo¢y. vmtho hart o[tlm wall --1 NI Wall is lewio�<ono-olled for out-of-plme mommr efkq -/NI 1923 rmid8ei7shal�no llal Wall 1—iW1y,,pWa axiallyloadW,mdmbJcer ioo Iloedln wbert vwxlmim momm�eaN amerapaaHm emeennama®a.iry made am eh m Smcl R<iMorcmsm Plain WWF Cmde 80 X CooH W 100 y Fy rtbn 60000 ref Comidioare Dirccdmd-ii 1Y5 CorsrcH hluiry 150Xf QK mvityX 1 1a1(1 Cmmro( vlryY '71 Wart 4235.00016s. B(Conmme) 42k6826 pi reltefpl Central wa114Y. n(motlulm P. 676 Yea 1op(kcgmotopmkg ow.u) Ofl Shear Param H( we) pvere 085 i[ W(Im@h ofwalp 9.833fl zzsse AnatyHHw perta�m ft)) 0Va 2885 tlp b(emHoo T b wldN) 121ps (section ns) a(cov rop7 1.709 Ip c(rov ttom) 00025 N(mmmed—'diamar) 42921p 0 roe) 2. MixHodzmeal spec 121p 1Czs1 db(cflzalvc dcp,h barom) 2In Ca(%otDLuectl6r8e6mk) BacphidN-Axial Load 012N5 Axlal DeH¢n Laadr(preerure from mp0 Lahnl—V Londe(preware on wale w3(Sooty Co I) Lend(SL.a) La(Gve Rao Co) C (LG.an B(BaNupal:a Cos) (BL.a1) =As 0.v Applied Cords Pumad Praeurc on ROOfWI C1463.5553 aG94.38paf P77 LW kip N^(L^4l LM+HM) w WyHM/H +1/N) Aarumptlon check 11La.L1(d) rtnlq Applied Lovds no SmfiOn Wy Appli W'IL,4/C^ar+aH^a) Wa[H^0/HM a Lb) Atlal Pravure op SxHan DeOmfian PB 128 kip Larmal 009 ACI 149 Ch.i,Lor 10Xp Gs 00121.n A0148 Fleznre pvtlty ry AG 21221 fl(mpnrt motlulua) 530,330 Poi Clwok 2 .1.1h1 9]1 kiPm ACf 24.2A5 0T09c T09 ACI Tablc 2122 BI 6 0.8 Cf Table 22.2.2A.3 M. 4638 kIPft AG 11&3.Id 8 0569 f La AS A.req'd (0.851 c') 0333- i 022i^2 Ind-n oa s1 add'I= OODD kip-fl 0—kip-fl 6 OD wH C1 Table 24.2.3 r,<mm.nn�m mnede mint rtmam) ncmrkOMn>Mn .ro(Mn1<mpcNurc rtlokeoensnl) 00018 %allowe4 269'1% 2R9T�O 0-7 vk(mm mnsde minf0wamo r—(bH rcinfwamrne Nlo bosom) 00033 p —(mint mratiopmvidd1 00080 032 in CXT Inc. (Precast Div.) OZARK II OZII-126 Page 18 21 � Date:07/22/2025 Entire Wall BO REINFORCEMENT AT OFE GS P.(tsstod.,—SL.vmdrvaf 046 k1[ db(eReave depth hvmm)terW Ww(w<I o[ <I a fl) 0.05 ksf H hei@�[abwe Llmg (-)WertofOpe�dn8 Pwatd Gnodud Ma OPea6�8 ar�z Flw�zvnW Caatioa VertiW Caativn [ho(vpeaiag fLBS' vvrtl load mWf'zd load fwu'L^2V12 .58fl 1 1.87fl 1 0.5fl I �Wfla 1 12.60 1 0.31 klf .Tlklf I O.Mkft re Op<nin& Ob As rt9'd Bmaiu 9ryrt9'd: ,MdM1 M M I09I in^2 I Nv.3 1 1AApO kiv-fl Ni' A OK n CONNECTIONS Full Residence Value O e Wmin Base Anchors Letarel Base Anchors Wall-Wall Connection OuantiN Maximum Medmum Shear Mvmem+ Moment- Mvmanl+ Mvmem- InSAear R-Distance L-Distance kiD 55.72 55.72 45.16 kiD-fl 6 110 110 40.946 55.]2 55.]2 45.16 145.16 Tvul T<nsion Base AncM1ora Olsl Tenaivn(kivl SM1ear L-Dial Mvmem+ Mvmenl- Bas<MaM1orl 3.59 in 3 1225 ]I kip'fl kip"R Anchvr2 32r .64 12.21 32322 k i 18 2825 klv`d 20.401,-. I Bas<MaM1or3 3.84 2a kip"fl 825 Anchore 810 n 3.53 Bin iv"ft W 1]I kiv'0� fl Wall Connections Capacity Co—d",D-d %aF OverWmin Moment Ouanllty Ad'oi�dng Disl Nlowable of Anchors M.h2l L.i tli rg m call to Will (Inches) L-Dist Foma Resistance ki fl 1. Atlloining Wall Up Le% Low RIOM Wall Cmm,-2 3 1.5]f 7.369 31.25% W4 0 118.000 4.593 5.16 0.5.165 wall Covrtaion2 3 1.59f ].863 31.25% 118 0.000 4.593 45.165 1 0.0(IO Wall SM1ear Checks at Basa Walls capacity Desian C`p'c' Resetw Deslan esistanc Reguiretl Shear Capacity(1b)per Base Reserve Conne Wr Force(lb) (lb) Capacity (PLF) (PLF)a check Capacity 1o660 40946 30066 958 20308 OK 2]20 1300661 OK RIGIDITY —CULATEDVALUES 100% Final 6M3183639 Pler 1Lanath HelaM Fired TOD'1 Useadel W..lkl Deflection Label IlncM1esl (incM1esl (YIN' (MINI (1000 M.I INI (in 11—ko' Entire Wall I 118 1 103.37 Y Y IB.OBO 0.165 LAV BO A' 118 6.05 Y Y 1 129.914 o.008 A 18. 6.o5 Y Y 1 20.207 0.099 B 93.04 6.05 Y Y 102.3]9 o.olo Combine L.& First Segment SecotM Segment —Name Combi.-ubbed Me1M1otl Combitretl IAV BO Entlre Wall A' N. Deflection 1 0.- 1 B AB SliRnesa 122.116 N. AB Final Deflection I 0.185 19 21 CXT Inc. (Precast Div.) O ZARK !! O Z!!-126 ^^ 2 , mkez722265 ) \ _ , j ® ,■ ] \ � - _ - ) ! - _ MOO \( z @; « !!,## , != 2! /! :m�. /a w:w;;.l;,y! \ -a: / |2 b. �_ CXT Inc. (Precast Div.) O ZARK 11 O Z II-126 ^^�~2 , mkez722265 !!,4 §)!_ !, }b; !{__ -Lull i \I l :_ :_) ),_ ) � ! ; (| ® ! ,, ° ) )i !«;!) :Q\ uld ;\! `! )1) CXT Inc. (Precast Div.) OZARK II OZII-126 Page 21 21 � Date:07/22/2025 ID: OZARK II OZII-126 Geometric properties Loading Bs width ofroof anel 11.92ft Wv(weight ofvault)** 0lb Ls(Length of roof anel 21.67 ft Wtr(roof panel weight) 16228 lb At Area of Roof 258.19 ft^2 Ww(total walls panel weight) 26946 lb H(height of building) 9.75 ft Fw(floor panel weight) 11923 lb Lb(length ofbuildin 18.67ft We(estimated weight ofbuilding) 55097 lb Wb width of buildin 10.5 ft Wev(estimated weight of building w/vault) 55097 lb Ab Area of building) 196.04 W2 PSFr(roof snow load) 210 sf Nv(quantity of vaults 0 PSFf(Floor Live Load) 400 psf Avl Area of Vault Lis 0.00 W2 Pmax(Maximum allowable pressure) 1500 psf Av Area of Vault 0.00 ft^2 Fa mw(MWFRS Uplift Force) 40.43 psf Vh Vault height) 0 ft WLlat(MWFRS lateral wind pressure) 51.74 psf Cab Closed Area of building) 186.39 ft^2 yw(specific weight of water) 62.4 pef Hw(depth of floodwater 1 ft -Weight of vault is not considered in sliding resistance (sliding factor 0.40 FS(factor of safety required) 1.00 CHECK SLIDING RESISTANCE .7*Vseismic(from seismic analysis with snow) 12693.7 lb Shear .7*Vseismic(from seismic analysis without snow) 10606.2 lb Vwind=WLlat*max(Wb,Lb)*H 9418.9 lb *Load adjustment per IBC 1605.3 load combinations. Sliding Resistance with Snow Psllde=u*.6*We+.75*PSFr*Ar Pslide= 29489.53 lb Fsre d Factor of Safety FSwind=Psllde/Vwind FSwind= 3.1 > 1.0 O.K. FSseismic=Pslide/Vseismic Fseismic= 2.3 1 >_ 1 1.0 M O.K. Sliding Resistance with No Snow Pslide=u*.6*We Pslide= 13223.28 lb Fare d Factor of Safety FSwind=Pslide/Vwind Fswind= 1.4 > 1.0 FSseismic=Psllde/Vseismic Fseismic= 1.2 > 1.0 CHECK OVERTURNING RESISTANCE .7*Otseismic from seismic analysis with snow 113.441 kip-ft Shear .7*Otseismic from seismic analysis without snow 94.308 kip-ft Otwind=WLlat*Lb*H^2/2 + Fu mw*Lb*Wb^2/2 87.525 kip-ft *Load adjustment per IBC 1605.3 load combinations. Overturning Resistance with Snow Ofrsnow=(.6*We+.75*PSFr*Ar)*(Wb/2) Ofrsnow= 181.619 kip-ft Fsre d Factor of Safety FSwind=Otrsnow/Otwind FSwind= 2.08 > 1.0 O.K. FSseismic=Otrsnow/Vseismic Fseismic= 1.60 1 > 1 1.0 1 O.K. Overturning Resistance with No Snow Ott=.6*We*Wb/2 Orr 1 173.556 kip-ft Fsre d Factor of Safety FSwind=Orr/Vwind Fswind= 1.98 > 1.0 K. FSseismic=Orr/Vseismic Fseismic= 1.84 1 > 1 1.0 K. CHECK BEARING PRESSURE CONDITION Net Pressure Pnet= Wev+PSFr*Ar+PSFf*A /Ab 1 957.63 psf Allowable Pmax > Pnet 1 1500 psf > 957.63 psf O.K. By observation,if the building is placed on a properly prepared well drained granular sub-base,the design is sufficient for lateral and vertical loads. CHECK BUOYANCY FORCE CONDITION Buoyant Force Fb= *Av*Hw *Cab*Hw-Vh Fb= 11630.67 lb Factor of Safety FSb=We/Fb I FSb= 4.74 The weight of the building exceeds the buoyant force due to hydrostatic pressure acting on the horizontal surface of the vault,therefore,the design is sufficient against buoyancy. Floor Design Information: 1)The referenced building is made of flood damage resistant 5000 psi reinforced concrete. 2)The vault system,if existing,is designed to minimize infiltration into system and can be considered water tight to a height of 17' 3)Flood Ventilation is available at threshold level and flood ventilation exceeding 1"per sq.ft.of floor area is provided no more than 12"A.F.F. OZARK II NOTES PANEL MARK N0. KEY PLAN 1. BUILDING IS DESIGNED TO COMPLY TO WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC). INDEX OF DRAWINGS 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2021 IBC FOR THE FOLLOWING LOADS: MANUFACTURED BY: GROUND SNOW LOAD = 250 PSF NO. TITLE ROOF SNOW LOAD — 210 EST CXT INC. (ID) FLOOR LOAD - 400 PSF 6701 E. FLAMINGO AVE BLDG 300 OZII-01 COVER SHEET IBC DESIGN SPECTRAL RESPONSE SS = 1.375, S1 = 0,748 NAMFA, �D 83687 OZII-02 RIGGING DETAIL SITE CLASS D OZII-03 FLOOR PLAN RISK CATEGORY: II OZII-04 BUILDING ELEVATIONS SEISMIC DESIGN CATEGORY: D OZII-05 INTERIOR ELEVATIONS BEARING WALL SYSTEM R = 4.0 REAR OZII-06 FINISH DETAILS A-5 INTERMEDIATE PRECAST SHEARWALLS OZII-07 CASTING DETAILS WIND - V = 150 MPH WIND - VASO = 116 MPH OZII-08 WALL PANEL MARK W1 WIND EXPOSURE: C OZII-09 WALL PANEL MARK W2 OCCUPANT LOAD: 3 r---------------------------- ------ ---------------------------`---� OZII-10 WALL PANEL MARK W3 ***BUILDING IS NOT TO BE PLACED IN A LOCATION WHERE LOADS EXCEED THE j OZII-11 WALL PANEL MARK W4 VALUES ABOVE I I OZII-12 WALL PANEL MARK W5 ***BUILDING IS NOT TO BE PLACED IN A WIND BORNE DEBRIS REGION 1 OZII-13 WALL PANEL MARK W6 I W4 I 3. CONSTRUCTION TYPE: V-B I I OZII-14 ROOF SLAB MARK R1 OCCUPANCY: B 1 1 OZII-15 ROOF SLAB MARK R2 EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 721.1(2), ITEM 4-1.1 �I I MINIMUM FIRE SEPARATION DISTANCE: 10' PER IBC TABLE 705.8 I I OZII-16 FLOOR SLAB MARK F1 MAXIMUM UNPROTECTED OPENING AREA: 5.72% (WALL W1 & W4) 1 OZII-17 FOUNDATION DETAIL 4. CONCRETE STRENGTH f'ci = 2500 PSI INITIAL f'c = 5000 PSI I I FINAL AIR ENTRAINMENT 6% ± 1 1/2% IN PLASTIC CONCRETE. I I OZII-18 UNDERGROUND PIPING LAYOUT REINFORCING STEEL: ASTM A615 #3 GRADE 40, #4 AND LARGER GRADE 60 Fy=60 KSI --- OZII-19 PLUMBING PLANS & NOTES ---- -------------------- -------------- - OZII-20 PLUMBING DETAILS, DIAGRAMS & SCHEDULE �lLLjq�,j�j -------------------- MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 GA IRON WIRE. I I ^ REINFORCING TO BE PLACED IN CENTER OF PANEL UNO. I I 07II-21 ELECTRICAL NOTES, LEGEND & SCHEDULE p WAs C REINFORCING STEEL SHALL BE ACCURATELY PLACED, WELDED WIRE FABRIC (W.W.F.): ASTM I OZII-22 ELECTRICAL PLAN A1064 GRADE 80, 4x4xW6.7xW6.7, Fy=80 KSI (OR EQUIVALENT), SMOOTH WIRE, MIN. LAP 2 I I �� ni 9 SQUARES. j OZII-23 EMBEDDED MATERIALS �� I I 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. I I e'O 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, W1 I `' �/ I PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILDING. L-------------------------------------------------------------------- BUILDING AREA: 8. ALL REBAR BENDS TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. ALL EMBEDED 196 SQ FT. PiRE$ April 23 2027 CONDUIT TO HAVE THE MINIMUM OF 6" BEND RADIUS. 9. INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS. - - ON T July 27, 2025 10. ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE WITH 2O21 IBC LBFoster 2902.3.2 (NOT BY CXT). 11. BUILDING IS UNCONDITIONED. SEASONAL USE ONLY. PLUMBING SYSTEM IS PROTECTED FROM APPLICABLE CODES SPECIAL CONDITIONS AND/OR LIMITATIONS CXT® Products FREEZING BY WINTERIZATION IN ACCORDANCE WITH CXT INSTRUCTIONS. ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING, IS TO BE 2021 INTERNATIONAL BUILDING CODE W/ STATEWIDE AMENDMENTS 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 2. BUILDING NOT TO BE LOCATED IN FLOOD ZONE 2017 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, W/ STATEWIDE PROVIDED BY OTHERS AND CONSTRUCTED IN ACCORDANCE WITH 901 N.Highway 77 Hillsboro,TX 76645 ALL LOCAL BUILDING CODES 362 Waverly Road Williamstown,WV 26187 AMENDMENTS 13. SPECIAL INSPECTIONS REQUIRED BY 2021 IBC TABLE 1705 FOR CONCRETE, REBAR AND 2021 INTERNATIONAL FIRE CODE W/ STATEWIDE AMENDMENTS PRQECT TrUE WELDING HAVE BEEN REVIEWED AND PER 2021 IBC 1704.2.5.1 ARE COVERED UNDER CXT 2021 UNIFORM PLUMBING CODE W/ STATEWIDE AMENDMENTS OZARK II WI INC'S PCI CERTIFICATION. CXT INC. HAS BEEN CERTIFIED BY THE PRECAST/PRE—STRESSED 2023 NATIONAL ELECTRICAL CODE (NEC) WI STATEWIDE AMENDMENTS BUILDING NUMBER OZII-126 CONCRETE INSTITUTE (PCI), WITH A SCOPE OF C1 AND CERTIFICATION NUMBER 231589, TO BE AN APPROVED FABRICATOR. THIS CERTIFICATION EXPIRES ON 06/30/25. 2021 INTERNATIONAL MECHANICAL CODE W/ STATEWIDE AMENDMENTS WTI 2021 WASHINGTON STATE ENERGY CODE (2021 IECC) The information contained Harem is proprietary and the exclusive property of CXT Incorporated. The Information may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information s strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express or implied, including a warranty of merchantability or of fitness far a CASTINparticular purpose EDGER REINFOTOI-ERARCEMENT WASHINGTON STATE APPROVAL. TAG. & PE DRAWINGS (ECC ONLY) REQUIRED c"mamernee EDGE REINFORCEMENT TO BE NO MORE THAN 4"FROM FORM OVERALL LENGTH OR WIDTH WALL TEXTURE: SPLIT FACED BLOCK 10 FT OR UNDER=!1/8- 10 To 4 FT 0 FT =+I/e•.-3/16• 20 TO 20 WALL COLOR: SAND BEIGE =+/4" TOTAL THICKNESS--1/8,+1/4 City of Arlington VARIATION FROM SQUARE=31/8 PER 6 FT OF DIAGONAL ROOF TEXTURE: CEDAR SHAKE Building Department F. ° — LOCAL SMOOTHNESS=1/4-IN 10 FT SCALE N/A ,wx DATE APR ovAl 7 14 25 ROOF COLOR: MALIBU TAUPE APPROVED DRAWN TO MAN FILE NO. OZII-126 SWEEP-!1/4" POSITION OF TENDONS=31/4- Kevin Olander-08/21/2025 CHECKED N.PENNE1Rl�.COVER N A POSITION OF SLOCKOUTS-21/4" CO`E'RT` TRIM PAINT: DTM ALKYD ENAMEL MALIBU TAUPE No changes authorized unless approved by SHEET SIZE OF BLOCKOUTS=31/4" the Building Official POSITION OF EMBEDS=21/4" SEALER: STANDARD DWG NO. SHEET REV. TIPPING AND FLUSHNESS OF PLATES=+1/16,-1/4 0 I—0 t 0 BOWING=LENGTH/360 PACKAGE: STANDARD 23 END SQUARENESS=t1/8- --r ---------------r------------------------r------ ------------------------- -II I I 1 II I I 1 II I I 1 II I 1 1 O O O O O O O O SOFTENER REQUIRED 111111 111111II II TO PREVENT SPALLING L lJ ,....:•, (TYP. 4 PLCS.) NI I uL4*L.1 aw UL#� . w . :'rr •P 1. a. L1ANf L �1. l R 1 AIR— wa C' p s a .F` •+1+ +I. `7 I �S• A-nn � 9 �I w x Ar C. a Oil 110 oil k 5'-4" 5'-2" FIRES April 23 2027 10'-6° 8 1/8" (TYP.) 9'-4" 9'-4" 11'-10 5/8„ 1'-6" 18-81, 1'-6° July 27, 2025 21 -8 LOFoster PS-22 LIFTING I. ATTACH TO AS-7 EMBEDS CXT® Products W/(2) 1 1/2"0 HIGH TENSILE COIL BOLTS LEFT END ELEVATION (SHEAR CAPACITY = 18,QQC# PER BOLT) FRONT ELEVATION 6701 E Flamingo Ave Bldg 300 Nampo, 83687 901 N.Highway 77 Hillsboro,TX 76646 362 Waverly Road Williamstown,WV 26187 PRQECi TllF OZARK II BUILDING NUMBER OZII-126 Nonc£ The information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information s strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express or implied, including a warranty of merchantability or of fitness far a particular purpose. c.Ino'eted City of Arlington NOTES: Building Department 1. WEIGHT IS APPROXIMATE APPROVED RM Kevin Olander- 08/21/2025 SCALE N/A sox DATE MPR0µ 7 14 25 DRAWN P.TOLMAN 1 FILE NO. 1 OZII-126 SHIPPING WEIGHTS AND DIMENSIONS CHECKED N.PENNER PLOT N A No changes authorized unless approved by the Building Official RIGGING WEIGHT LENGTH WIDTH HEIGHT DETAIL DWG NO. SHEET REV. 55,091 21'-8" 11 '-11" 10'-2" OZII-02 2 23 DOOR SCHEDULE LIGHTING AND VENTILATION REQUIREMENTS TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK RESTROOM CHASE OSINGLE 3/0 x 6/8 x 3-3/4" 3/0 x 6/8 x 1-3/4" GALVANIZED LH REVERSE TOWNSTEEL MS3-R-0S-S 626 N/A AREA 54.88 SQ FT 42.78 SQ FT A GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION REQUIRED VENTILATION 2.20 SQ FT 1.71 SQ FT N/A SPRING HINGE 4-1/2"x 41/2" N/A 3' Tx 4"x 1/4" N/A PROVIDED VENTILATION 21.74 SQ FT 20.00 SQ FT TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK REQUIRED NATURAL LIGHTING 4.39SQFT 3.42SQFT OSINGLE 3/0 x 6/8 x 3-3/4" 3/0 x 6/8 x 1-3/4" GALVANIZED RH REVERSE TOWNSTEEL MS3-R-05-S 626 N/A PROVIDED NATURAL LIGHTING 2.84 SQ FT*** 0.00 SQ FT*** GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION ***ARTIFICAL LIGHTING PROVIDED TO MEET REQUIRED FOOT CANDLES. N/A SPRING HINGE 4-1/2"x41/2" N/A 3' Tx 4"x 1/4" N/A 1. ALL EXTERIOR DOORS AND WINDOWS TO BE LISTED TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK AND LABELED AS COMPLIANT WITH OSINGLE 3/0 x 6/8 x 3-3/4" 3/0 x 6/8 x 1-3/4" GALVANIZED LHREVERSE PASSAGE DEADBOLT A MA/CSA101�LS.2�A440 OR TESTED PER ASTIM TM E330. GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION 2. DOOR HARDWARE SHALL NOT REQUIRE TIGHT N/A SPRING HINGE 4-1/2"x 41/2" N/A WALL 3' Tx 4"x 1/4" N/A PINCHING OR TWISTING OF THE WRIST OR SPECIAL KNOWLEDGE TO OPERATE. DOOR WINDOW & VENT SCHEDULE 3 MORETCHING THAN ONEANY OPER TIONSHALL NOT REQUIRE SYMBOL DESCRIPTION E MS-2 EMBED REAR © MS-6 EMBED # 18'-8" OCCUPANCY © DOOR LOUVER ° 2 SENSOR-ACTIVATED LEXAN SELF-IGNITION > 1000, SMOKE DENSITY < 75, 4" ozll-os zN-to EXHAUST FAN CLASS CC1. 6'-4" 4 4'-8" 4 6'-4" 4" (TYP. 2 PLCS) S.S. HAND DRYER (TYP. 2 PLCS) STATE INSIGNIA AND DATA PLATE 30"x30" CLEAR SPACE FOR WATER HEATER EEMAX EMT4 30"x52" CLEAR SPACE HOT WATER HEATER FOR LAVATORY r----- - ----------------- - ------ ----- - --------------- - - --� I © A © I T O V RESTROOM: I I r • I 55 SQ. FT. I COO x RESTROOM: I 55 SO. FT. I '76 -- -- FLOOR DRAIN 4 (TYP. 3 PLCS) �' l� x I (FIELD INSTALLED) LE FIRES April 23 2027 +r ----- '+ ►.' — =—' --- --I p+i -- — -- zN o July 27, 2025 --- 01t t1 ,. t t I I I ; tl 11 I I© T SHAPED SPACE c CHASE: 1 I T-SHAPED SPACE © I LBFoster COMPLYING WITH 42.78 SQ. FT. COMPLYING WITH 2017 ICC A117.1 I 2017 ICC A117.1 I CXT® Products 304.3.2.1(A) r I 304 3.2.1(A) 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 I — OZII-05 362 Waverly Road Williamstown,WV 26187 I I PRQECi TTE OZARK II 1 O 0 I BUILDING NUMBER OZII-126 Noac£ CD The information contained herein is proprietary and the ve property of CXT I exdus' Incorporated. The information I may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of VENT I VENT CXT Incorporated. an allowing rae of this information, or implied, I CXT Incorporated grants no warranty,express or implied, © © I parltidcular a warranty of merchantability or of fitness fa a I pu poa SANITARY NAPKIN DISPOSAL COAT HOOOK 4" SURFACE MOUNTED LED (TYP. 2 PLCS.) (TYP. 2 PLCS) LIGHTING FIXTURE (TYP. 3 PLCS) WALL-MOUNTED 3KW ELECTRIC HEATER City of Arlington SEE 2017 ADA DIMENSIONS & LAYOUT FRONT (TYP. 2 PLCS) Building Department ate. Tan A1E ATE 7/1 (TYP. 2 PLCS) APPROVED DRAWN 37TO MAN O^ FILE E NO.Ps�µ OZI14Q5 126 "I 6x1 6" PLUMBING B.G. Kevin 01ander-08/21/2025 CHECKED N.PENNER PLOT 32 60%56" CLEAR SPACE FOR WALL MOUNTED 1.5KW (TYP. 2 PLCS) WATER CLOSET ELECTRIC HEATER No changes authorized unless approved by FLOOR (TYP. 2 PLCS) EXTERIOR HOSE BIB the Building Official PLAN 30"x36" CLEAR SPACE 100 AMP SERVICE DWG N0. SHEET REV. FOR PANEL BOARD www PANEL OZ11-03 3 6" DIA. ELECT. B.O. 23 MATERIALS LIST ITEM OTY GALVANIZED 3068 DOOR ASSY 3 SPRING HINGE 4.5 X 4.5 9 SI-3 BLUE 6 GALVANIZED 3068 DOOR ASSEMBLY MS-6 4 (TYP.2 PLCS.) MS-6 WINDOWS (TYP. 4 PLCS.) MS-2 4 SPRING HINGE 4.5x4.5 F1 71 WALL DOOR STOP 3 (TYP. 9 PLCS.) HOSE BIB 1 CEDAR SHAKE u u u ` ROOF TEXTURE MORTISE DOOR HARDWAREv. W/THUMBTURN TYP. 2 PLCS. SPLIT FACED BLOCK ?•...f.I;; •.;.�,. ,;:•r�1: 14e WALL TEXTURE Lt', :014' '.. 1. o n o ^r a 0 0 0 0 O N I \ 6'-0 N C Ct FT. W.W.F. -0" 2'-9" 3'-0" 3'-9" 10'-6" 8 1/8" 1'-6" 18'-8" 11'-10 5/16" 21'-8" LEFT END ELEVATION FRONT ELEVATION EXTERIOR HOSE BIB WITH BOXqrQw •o �6'ti PHOTO CONTROL EXTERIOR VENT PIPE o �F t LED LIGHT FIXTURE (TYP. 2 PLCS.) (TYP. 2 PLCS) I G EXHAUST FAN �� l./ DOOR STOP (TYP. 2 PLCS) (TYP. 3 PLCS) GALVANIZED 3068 LE F DOOR ASSEMBLY FIRES Aril 23 2027 3" I: July 27, 2025 SIGN "BLUE" (SI-3) (TYP. 6 PLCS.) LBFoster r: :� C)Clw® roducts • ":'.'','-'••>' , / aH / 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 r; :r.. _.L 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 PRQECi wllF BUILDING NUMBER OZII-126 Ronc£ I 0 T_r t:.}, The information contained herein is rielar and the {• •'�'•' I~ �`' ? xclusive property of CXT Incorporat d. The Information O •'I' '.:1,.(• .'.y` may only be used by the original recipient for the purpose ;:,r. "•.• ,,•", .'••:>.• �>• N CNIJintended. Reproduction or dialribution of this information is strictly prohibited without he prior written consent �•1•z• ,l`. -r :,'�' CXT Incorporated. Byl allowing u of this information a( MS-2 MECHANICAL VENT CXT Incorpo ated grants no warranty express or implied, •*r, Including a warranty of merchantability or of fitness for a i° (TYP. 4 PLCS) particular par purpose •r•. M .••� •.�.,: c"McoRwrMed 0 0 0 0 in 5'-5 1/4" City of Arlington Building Department 5-10 3/4" 5-10 3/4" 7 APPROVED a. a—naR Paorw a- 3'-9" 3'-0" 2'-9" '-0' 8'-2" 3'-0" 7'-6" SCALE 1/4"=V-0" DATE 7 1a 25 Kevin Olander-08/21/2025 DRAWN V.TOLMAN FILE NO. I OZII-126 8 1/8" 10'-6" 8 1/8" 1'-6" 1 8'-8" 1'-6" No changes authorized unless approved by CHECKED N.PENNER PLOT 48 11'-11" 21'-8" the Building Official BUILDING RIGHT END ELEVATION BACK ELEVATION DWG N0. ELEVATIONSHEET REV. OZII-04 4 0 23 MATERIALS LIST 3KW ELECTRIC WALL HEATER ITEM OTY (TYP.2 PLCS.) 18" GRAB BAR 2 VANDAL RESISTANT WALL HUNG 4' LED LIGHT FIXTURE 36" GRAB BAR 2 OCCUPANCY SENSOR ACTIVATED 48" GRAB BAR 2 EEMAX EMT-4 (TYP.2 PII OCCUPANCY SENSOR—ACTIVATED HOT WATER HEATER COAT HOOK 2 EXHAUST FAN CXT I.D. TAG 2 (TYP.2 PLCS.) FRAMELESS 18"x36" S.S. MIRROR 2 TOILET PAPER DISPENSER 2 TOILET PAPER ROLLS 6 DUPLEX RECEPTACLE 2 FRAMELESS 18" X 36" S.S. HAND DRYER 2 S.S. MIRROR (TYP.2 PLCS.) O / O SANITARY NAPKIN DISPOSAL 2 SANIFLOW HAND DRYER S.S. 36"GRAB BAR (TYPL2X OUTLET PLACES) 3K WALL HEATER 2 (TYP. 2 PECS.) (TYP. 2 PLCS.)� 42„ ACORN LAVATORY 1.5K WALL HEATER 1 MIN. (SENSOR OPERATED) ® • 6 (TYP.2 PLCS.) � MAX. 0 I I ACORN WATER CLOSET (SEN(TYP.2 PLCS.) OPS j 6'-3"ATED) c c, FT. W.W.F. 0" ! INTERIOR ELEVATION - WALL W4 INTERIOR ELEVATION-WALL W6 `' •'~ x d G P.. 4' CEILING MOUNTED LED LIGHTING FIXTURE � 0CA SERVICE PANEL // (j 18" VERTICAL GRAB BAR `' l , (TYP. 2 PECS.) CXT I.D. TAG TP DISPENSER (S.S. 3-ROLL) FIRES A ri123 2027 (TYP. 2 PLCS.) July 27, 2025 COAT HOOK LBFoster 48"GRAB BAR , ' , � CXT® Products (TYP. 2 PLCS.) � (TYP.2 PLCS.) _ 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 PRQECi TmE 12" MAX 12" MAX `n a OZARK II I BUILDING NUMBER OZII-126 16 Ronc£ _ _ \N The information contained herein is proprietaryd the exclusive property of CXT Incorporated. The Iformation l - l ntanded.only bReproducsed tionthe or distribution ofinal recipient th�informationthe isr7 r �i r7 is stri co i8withl without the use f this nlfar consent of N IL�J L N y prohibitedprior thi N -— N CXT Incorporated grants not warranty,express or implied, Including a warranty of merchantability or of fitness far a EN: F17' 1 -_, _ particular purpose. c"McoaaxMed 8„ 4" 4'-8" 4" 8„ 7 -G' City of Arlington 3'-4" 3'-4" Building Department 4'-6" MIN. 4'-6" MIN. APPROVED R. w�" - SCALE 1 4=V-0" DATE 7 14 25 Kevin Olander- 08/21/2025 DRAWN V.TOLMAN FILE NO. OZII-126 6'-4" 6'-4" CHECKED I N.PENNER I PLOT 48 No changes authorized unless approved by INTERIOR the Building Official ELEVATIONS INTERIOR ELEVATION -WALL W1 INTERIOR ELEVATION -WALL W2 DWG NO. SHEET REV. U U OZII-05 5 0 23 NxWOOD FASTENING SCHEDULE CONNECTION FASTENING LOCATION SEAL ALL JOINTS OF a TOP / BOTTOM PLATE TO 1/4" X 2-1/2" TAPCON OUTSIDE PANELS W/ ° CEILING: CONCRETE 4' O.C. FACE/TOE (MIN 1" EMBED) EXTERIOR GRADE SEALANT • 2x6 WOOD STUDS @ 24" O.C. R-30 2"+3" STUD TO TOP / BOTTOM 2 — 3" X 0.131" NAILS END NAIL / TOE NAIL THERMAX (CCRR-0435) PLATE a • 1/8" FIBER—LITE FIBERGLASS REINFORCED PLASTIC RIDGE BOARD 2 — 3" X 0.131" NAILS END NAIL / TOE NAIL a VAPOR BARRIER PVC PANEL TO FRAMING 2" X 0.113" NAILS • 1/2" BLAZEGAURD SHEATHING (ESR1365) 12" O.C. AND INSTALLED WITH PYROTITF LAMINATE FACING INTERIOR OF BUILDING • CAULK ALL INTERIOR SEAMS NOTES: ° 1. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, 2. ALL FASTENERS IN CONTACT WITH PRESERVATIVE OR FIRE—RETARDANT TREATED WALLS: WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL. CONCRETE PANEL • 2x4 WALL STUDS @ 24" O.C. R-19 3.5 THERMAX (CCRR-0435) • 1/8" FIBERGLASS REINFORCED PANEL • 1/2" BLAZEGAURD SHEATHING (ESR1365) AND INSTALLED WITH a AM PYROTITE LAMINATE FACING THE 2x FURRING �111'�'wh'j�, ° INTERIOR OF BUILDING �� pY �i►�,1, �+ • CAULK ALL INTERIOR SEAMS <V r4' a 2x4 BLKG BTWN STUDS '� x a PROVIDE 2x6 BLOCKING FOR W/ 216d NAILS EACH GRAB BARS & TP DISPENSERS END. •o PRE—DRILL FOR 1/4"x4' O RF 'j6 ti ° CONCRETE NYLOD G� ANCHOR SPACED @ 48' AL OC MAX. ATTACH MIN 6 ANCHORS PIRES� A A23 2027 PER WALL July 27, 2025 N as 03 <X LBFoster CXT® Products C) N O 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 °a 901 N.Highway 77 Hillsboro,TX 76645 ^00 362 Waverly Road Williamstown,WV 26187 PRQECi TIIF o V OZARK II a BUILDING NUMBER OZII-126 Roncl:: The information contained herein is proprietary and the N N exclusive property of CXT Incorporated. The information a may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information LP 4 - is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, I ° City of Arlington CXT Incorporated grants no warranty,express or implied, including a warranty of merchantability or of fitness far a Building Department a particular purpose APPROVED ozr m was nee a Kevin Olander- 08/21/2025 ° a o No changes authorized unless approved by 24" VERTICAL INSULATION: ° a the Building Official o CONCRETE PANEL R.SCALE ,=1'PO' DATE�Ps�µ71425 R 10 RIGID INSULATION 9 DRAWN TOLMAN FILE No. OZI I-126 CHECKED N.PENNER PLOT 12 INSTALLED AT SITE �°d FINISH (NOT BY CXT) FURRING DETAIL O FRAMING ANCHOR DETAIL DETAILS DWG N0. SHEET REV. OZII-06 6 0 23 <DIM POINT> ROOF SLAB 5 MESH WALL PANEL WALL PANEL PS-19 S-2 1/2 x 1/2 CHAMFER AS-2� /4 CHAMFER STRIP a�A _(TYP 3 SIDES) FORM FACE FORM FACE _ PS-2 OR PS-10� PS-19� � iO 4 1" SHAKE/RIBBED ROOF FINISH NOT INCLUDED IN 4 1/2" DIM 4- FLOOR SLAB FLOOR SLAB TYPICAL WALL TO FLOOR TYPICAL WALL TO TYPICAL WALL TO ROOF TYPICAL ROOF SLAB EDGE AS-2 CAST DETAIL 3 SLAB WELDED CONNECTION JOINT DETAIL 5 SLAB WELDED CONNECTION 1 2 S0CALE: 3/4"=l'-0" G>� SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" PS-19 FORM COIL BOLT MESH R303 AS-7 PS-2 1/4 MS-6 PS-10— o SMOOTH FORM FACE ♦ t AM TROWELtM TEXTURED 1�LW-APLAN FORM FACEJ PS-19ESHH FLOOR SLAB TYPICAL WALL TO WALL he •� x � 6 PANEL WELDED CONNECTION 7 S-10 CASTING DETAIL 8 PS-19 CASTING DETAIL 9 MS-6 EMBED CASTING DETAIL 10 FLOOR LIFT PLATE DETAIL SCALE: 3/4"=1'-0" SCALE: 1"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" ~ e0 1/4" X 1" TAMPER 76 ' RESISTANT SCREW S.S. CXT VENT SCREEN J G` (TYP 4 PLCS) 3 1, (TYP. 2 PLSC.) L� / IEE FIRES Aril23 2027 MATCH LINE PS-2 July 27, 2025 of — — io LBFoster 6 6 CXT® Products o L ROOF SLAB TYP 0 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 1/4 901 N.Highway 77 Hillsboro,TX 76645 Iy1�,I 1p1 /a.�[.�1\ 362 Waverly Road Williamstown,WV 26187 FF • W • 6l PRQECi TIIF U .ESTROOM ROOF PEAK WELDMENT DETAIL OZARK II EsrRooM 11 � BUILDING NUMBER OZII-126 SCALE: 3/4"=1'—O" SI-3 4" 45° BEVEL eons£ 3/4" The information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information may only be used by the original recipient for the purpose 4" intended. Reproduction or distribution of this information SIGN SI-3 DETAIL atrcU prohibited without the prior written consent of STANDARD CAST IN FRAME 3 CXT Incorporated. By allowing use of this information, 12 MS-2 WALL VENT DETAIL y g CXT incorporatedaria grants a warranty,express or implied, far C it of Arlington including a warranty of merchantability a of fitness fa a particular purpose. Building Department aXrm°°m°°� APPROVED Kevin Olander- 08/21/2025 No changes authorized unless approved by ate. s ea d25 the Building Official SCALE AS NOTED DATE�P ovw 7g DRAWN .TOLMAN FILE NO.CHECKED N.PENNER PLOT 1 CASTING DETAILS DWG N0. [�� REV, OZII-07 0 EMBEDDED MATERIALS ITEM OTY PS-19 12 REBAR TO BE PLACED ABOVE LIFTING EMBED PS-2 3 ONE LAYER MESH PS-10 4 4x4xW6.7xW6.7 AS-2 5 R3X92 12 77FT------ ------ ————————— R4X220 4 ———— ———— —————— — ——— — T-11" R4220 R303 6 R4220 SI-3 MOLD 2 7'-0"<PS-19> ) ( MS-2 2 I MS-6 2 6'-5"<M S-6> HOSE-BIB 1 iSPLIT FACED BLOCK B.O. 3" X 8" X 2" DP 2 SPLIT FACED BLOCK Q R4x220 N X TEXTURE W TEXTURE IF--� Of _ r II II II II 5'-0"<SI-3 MOLD> I I I I z I w L� 1� JI w 0 O p� 4'-0"<PS-19><SI-3 MOLD> ) (• ~ R303 0 (TYP) o 3'-4 1/2"<B.0. PARTIAL> o � I ip B.O. PARTIAL 3"x6"x2" DP B.O. PARTIAL 3"x8"x2" DIP C Ct FT. W.W.F. M ! 0_ 1'-2 1/2"<MS-2> w �R 1'-0"<PS-19><HOSE BIB> ) ® (• �� 8 ni R ~ R4x220 II 0" �O G O/� N N N O c0 O O1 0] N O A A N N N Ol /� / dT T CO 1 d_I (n (n (n V7 (n V7 1 cn cn cn 1 �oC x U A Cl- Vy ¢ v � - v Cl) A - v v ¢ A - x o N N N o FIRES A ri123 2027 NJ r7 QCn c0 O Q U, O of g July 27, 2025 O N o CO co O m V N V m N O oo O LBFoster I I I I� of CXT® Products 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 PRQECiR K mu OZAII BUILDING NUMBER OZII-126 City of Arlington Naat£ Building Department The information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information APPROVED may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, Kevin Olander— 08/21/2025 CXT Incorpo aced grants no warranty,express or implied, including a warranty of merchantability or of fitness far a particular purpose No changes authorized unless approved by azrm wpe nee the Building Official SCALE 1/2-1'-" DATE w 7 14 25 DR AWN .TO . I FILE NO. I OZII-126 CHECKED N.PENNER I PLOT 1 24 WALL PANEL NOTES: MARK W1 1. R3X92 IS TO BE PLAECED IN PAIRS, ONE EACH FACE. DWG NO. [HEET REV. 2. ALL OTHER REBAR IS TO BE CENTERED IN PANEL. OZII-08 B O 23 EMBEDDED MATERIALS ITEM OTY AS-2 4 13��6 5',0 13 PS-2 8 5- /s° PS-10 2 R3X114 2 4-0 4,0„ R405 2 o R320 8 cn 9'-2 3/4" a REBAR TO BE PLACED R3X96 4 ABOVE LIFTING EMBED SI-3 MOLD 1 B.O. 40 1 8" X 82 1 4" 1 04 J-130X 1 8'-4"<LIGHT DETAIL> I — ---- ll ROUND MUD RING 1 8'-0" l�=—J� \�\ 3.0. 3" X6" X2" DP 2 7'-4 1/2"<B.O. PARTIAL> 7'-0"<PS-2> R3x114 6'-10 1/4" NEAR FACE B.O. PARTIAL 3"x6"x2" DP w _ x ,n C, x 0 o w Of Of Y IF=—ll 3� o I I 5'—O"<SI-3 MOLD> �I I� -If o I I o � 0 4'-0"<PS-2> D J W.W.F. x Of 3'-4 1/2"<B.O. PARTIAL> �y �• d'RQXI rn � N �w B.O. PARTIAL 3"x6"x2" DP D- (4) MOP 'x d R.r ONE LAYER MESH 4x4xW6.7xW6.7 0 0 Of G l'-O"<PS-2> J' a FIRES 7 II u D" -- I July 27, 2025 Idd LBFoster O N t] N N N O < O < N < CXT® Products Q � Q Q Q v n v ^ v v 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 oo � x¢ N N 901 N.Highway 77 Hillsboro,TX 76645 v N 362 Waverly Road W lliamstown,WV 26187 co �w Q PRQECi wllF N OZARK II BUILDING NUMBER OZII-126 od City of Arlington m Ronct Building Department The information contained herein is proprietary in and the APPROVED may u�a the�gI rec'lenTh�"toepurp may ed. y g p purpose 7 intended. Reproduction or distribution prior of this information of's strictly prohibited without the prior written consent of Kevin Olander — 08/21/2025 CXT Inco posted. By allowing use of this information. CXT Incorporated grants no warranty,express or implied, Including a warranty of merchantability or of fitness far a 4x4 J-Box O FORM FACE No changes authorized unless approved by particular purpose ROUND MUD RING DOWN O czrm wpP nRe the Building Official 3 1/2„ 1/2° a�. aaN .� SCALE 1/2"=l'-O" DATE w 7 14 25 DRAWN .TOLMAN FILE NO. OZII-126 7" CHECKED N.PENNER PLOT 24 NOTES: WALL PANEL 1. EXCEPT R405, ALL REBAR IS TO BE PLACED IN PAIRS LIGHT DETAIL ONE EACH FACE W/ 1" CLEAR COVER. MARK W2 2. ALL OTHER REBAR TO BE CENTERED IN PANEL. DWG NO SHEET REV. OZII-09 s 0 23 EMBEDDED MATERIALS ITEM OTY 0 13 AS-2 4 5'- /is° PS-2 8 PS-10 2 A! 4'-0" R304 2 R405 2 o R320 8 REBAR TO BE PLACED / o a ABOVE LIFTING EMBED SR3XMOLD 96 4 9'-2 3 4" B.O. 40 1 8" X 82 1 4" 1 04 J-BOX 1 8'-4"<LIGHT DETAIL> ----- -- II - II Lw 11 � ROUND MUD RING 1 8'-0" B.O. 3" X 6" X 2" DP 2 7'-4 1/2"<B.O. PARTIAL> ' 7'-0"<PS-2> R3x114 NEAR FACE w x x Ln n 0 0 Of Y II ll (D I o 5'-0"<SI-3 MOLD> �I � I o Ib__dl U o a o '1 4—0"<PS-2> a- C Ct FT. W.W.F. r%1 � 3'-4 1/2"<B.O. PARTIAL> Of ________________ �y � �• �ROXI 11) B.O. PARTIAL 3"x6"x2" DP ..r ONE LAYER MESH &-Mash. .�'. 4x4xW6.7xW6.7 1'-0"<PS-2> +: PIRES A ri123 2027 R4x35 R4x35 II II 0" July 27, 2025 � J LBFoster N N \ N N O NT CXT® Products A Q < rn _X¢ N N 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 CID OZARK II o v BUILDING NUMBER OZII-126 CO v City of Arlington RaaM TThe information contained herein is proprietary and the Building Department exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose APPROVED intended. Repradaation or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, Kevin Olander- 08/21/2025 CXT Into a aria grants a warranty,express or implied, far 0 parincticular warranty of merchantability or of fitness fa a 4x4 J—BOX 0 FORM FACE c" agw nee ROUND MUD RING DOWN O NO changes authorized unless approved by � the Building Official u7 1/2" JR D-ON 3 1/2" SCALE 1/2"=10" DATE w 7 14 25 DRAWN .TO . FILE No. OZII-126 CHECKED I N.PENNER PLOT 24 7" NOTES:1. EXCEPT R405, ALL REBAR IS TO BE PLACED IN PAIRS WALL PANEL ONE EACH FACE W/ 1" CLEAR COVER. MARK W3 LIGHT DETAIL 2. ALL OTHER REBAR TO BE CENTERED IN PANEL. DWG NO. SHEET REV. 0ZII-10 10 0 23 EMBEDDED MATERIALS ITEM OTY PS-19 12 44 J-BOX PS-2 3 OPEN FACE UP PS-10 4 44 J-B0X REBAR TO BE PLACED ABOVE LIFTING EMBED 3"x8"x2" DP PARTIAL AS-2 4 FACE UP BLOCKOUT, NEAR FACE (TYP. 2 PLCS.) SEE LIGHT (TYP. 2 PLCS.) R3X92 16 DETAIL = R4220 1 B.O. PARTIAL 3"x8"x2" DP R320 6 81_0" LL f I R478 5 —————— ————————— —— —————— 7'-11" � — R4x78 R4x22o I I All 4X4 J—BOX 5 7'-4 1/2"<B.O. PARTIAL> -- —— — — —— ————— — ll 11 ——— ———— —R4x78 — —_—_�-- 7'-4 1/4"<LIGHT DETAIL><J-BOX> -- — — -- ----- --f� II --- I---- -- — -----rr- T-0"<PS-19><FAN DETAIL> III II II I � II II u II 11 \ n u SI-3 MOLD 2 --- \ u B.O. PARTIAL 3"x8"x2" DP 6'-5"<MS-6> \\ _ __� MS-6 2 II \\ MS-2 2 SPLIT\ TEXTURE FACED BLOCK i B.O. 3 X 8" X 2" DP 2 SPLIT FACED BLOCK II \ w TEXTURE _ \\ B.O. 4 1 2" DIA. 2 �I I� R478 \\ ��- I 44 L-BOX 2 5'-0"<SI-3 MOLD> II II I II II II R4x78 11 L it I ROUND MUD RING 1 � _� II \\ - j w \\ i�: o o m 4'-0"<PS-19> 3'-7 1/4"<J-B0X> \ _ o N N N O Of v C �;" Ct FT. W.W.F. � � m r7 r7 �• �R I � •;r' o d 1'-2 1/2"<MS-2> 1'-0"<PS-19><PS-19> ONE LAYER MESH 4x4xW6.7xW6.7 320 R4x84 R320 R4x78 R32 e O, �F '76 I C G 4 n n n A n n n n n n n n n n n n n n n n n n FIRES A ri123 2027 O LZ M N X O t0 N O m J_ N X � O N tD X O N N O� a � p I OT I I < 1 O O 1 1 p l Cl) m Cl) In w rn CO T � 1n m 1n J � _ July 27, 2025 < I a � < aLn xa n V a V V a a p N V a a V V a V Q V a N V V V V v - V v V - - V V - < n V _x DO N _ _ N n _ - n � N _ - N W p oO x W \ co \ M N m x N \ \ N \ p JO Ln x p r7 t7 O J W c0 U Q Z LBFoster O Z r7 V \ r I<i Ml O m < N M DJ N V G] O CXT® Products -0 cD M O _ oO 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 4x4 J-BOX n m - � 901 N.Highway 77 Hillsboro,TX 76645 OPEN FACE DOWN V o 362 Waverly Road Williamstown,WV 26187 \ � PRQECi wllF OZARK II oo BUILDING NUMBER OZII-126 NOTIM The information contained herein is proprietary and the may properly of CXTthe Incorporated. The Information may only be used by the original recipient for the purpose City of Arlington intended. Reproduction or distribution of this information strictly prohibited without the prior written consent of Building Department CXTIncorporated. n allowing use f this nil Incorporated grants no warranty express or implied, N —on troluding a warranty of merchantability or of fitness far a o,o APPROVED particular purpose BLOCKOUT 4 1/2" DIA - j 4x4 EXT-BOX BACK TO BACK 0 FORM FACE cxr acamD ned Co OPEN FACE UP ® �01 o Kevin Olander- 08/21/2025 oc)M ROUND MUD RING DOWN No changes authorized unless approved by the Building Official 1/2" s. w ON D-E 3 1/2" SCLE A 1/2"=l'-0" DATE 7 14 25 DRANT! P.TOLMAN FILE NO. OZII-126 5 1/4" 3 1/2" 1/2" CHECKED I N.PENNER I PLOT 24 10 1/2" 7 WALL PANEL NOTES:1. R3X92 & R320 TO BE PLAECED IN PAIRS, ONE MARK W4 LIGHT DETAIL EACH FACE. DWG NO. SHEET REV. FAN DETAIL 2. ALL OTHER REBAR IS TO BE CENTERED IN PANEL. OZ11-1 I 11 0 RVF4XL 23 EMBEDDED MATERIALS ITEM OTY IL AS-2 4 5,0 13/16 S,p 73116 BLOCKOUT DETA » PS-2 8 \ 4x4 E-BOX BACK TO BACK E-BOX BACK TO BACK PS-10 2 9'-2 3/4" A ° a 4"'p"' ROUND MUD RING FACE UP R405 2 R4X114 1 4X4 E-BOX 8 N a ROUND MUD RING 1 8'-0° RECT. MUD RING 1 DOUBLE GANG MUD RING 1 W.C. WALL SLEEVE 1 REBAR TO BE PLACED -3"<E-BOX> 7'-0"<PS-2> ABOVE LIFTING EMBED B.O. 6"x6" DOUBLE GANG MUD RING 1 0 0 4x4 E-BOX BACK TO BACK RECT. MUD RING OPEN FACE UP 4'-0"<PS-2> ONE LAYER MESH 4x4xW6.7xW6.7 3'-4"<4x4 E-BOX> C Ct FT. W.W.F. II II 41(n ! 2'-1 1/2"<B.O. 6"x6"> — ❑ I I �• ROXI h �� Ox - d 1'-0"<PS-2> I ~ I e.r 1 I R4114 5"<W.C. WALL SI FFVF> �6 0" ALK ! G ^ X _ N N N N - ^ Q G' o PIRES April 23,2027 T x O [0 v EMBED D E T A Q N N s m w July 27, 2025 w y w N m03 V x Ln Q LBFoster Cj CXT® Products y 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 BLOCKOUT LAVATORY DETAIL w 362 Waverly Road Williamstown,WV 26187 DETAIL ACORN PENAL-WARE 1652 SERIES PRQECT TmE 2652-1-BP-04-M OZARK II BUILDING NUMBER OZII-126 City of Arlington RaaM The information contained erein is proprietary and the Building Department exclusive property of CXT Inhcorporated. The Information may only be used by the original recipient for the purpose APPROVED intended. Reproduction or distribution of this information a strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, WALL SLEEVE �_ _____� KevinOlander- 08/21/2025 CXT ingararragrantse warranty express orssfar _____ Including a warranty of merchantability or of fitness fa a (FLANGE SIDE DOWN) I I 4" SO E—BOX x 1 1/2" DEEP partimmr purpose. I I`��II I BACK TO BACK W/4" SO x 3/4" No changes authorized unless approved by cxrm,w,eraed --LJ------ DEEP DOUBLE GANG MUD RING the Building Official ---- 9 7� AT NEAR FACE I I I I y o w _ II ll/B.O. b Xb PLACE MUD RING I— nox ea oe�a II FACE UP IN FORM O O SCALE 1/2"=V-0" DATE ovw 1 14 25 FORM FACE II 1125 1/2" A.F.F. WITH HOLES LOCATED DRAWN .TO;. FILE N0. 0211-126 II II ON THE LEFT AND RIGHT O O CHECKED N.PENNER PLOT 24 SIDE ONLY O O WALL PANEL 1" THICK BLOCKOUT WALL SLEEVE BLOCKOLIT DETAIL ------ NOTES: MARK W5 1. REBAR TO BE CENTERED IN PANEL.DWG NO. SHEET REV. SLOAN FLUSH SENSOR E-BOX DETAIL OZII-12 12 0 23 EMBEDDED MATERIALS ITEM OTY 01g�16" BLOCKOUT DETAIL AS-2 4 5',073 5' 116" 4x4 E—BOX BACK TO BACK PS-2 8 n ROUND MUD RING UP PS-10 2 R405 2 0„ E—Box BACK To BACK 4X44X114 8 ROUND MUD RING 1 8'-0° RECT. MUD RING 1 B.0. 6"x6" 1 REBAR TO BE PLACED 7'-3"<E-BOX> — W.C. WALL SLEEVE 1 7'-0"<PS-2> ABOVE LIFTING EMBED 6'-10"<F-Pox> DOUBLE GANG MUD RING 1 4x4 E—BOX BACK TO BACK— n RECT. MUD RING 0 't OPEN FACE UP 4'-O"<PS-2> ONE LAYER MESH 4x4xW6.7xW6.7 3'-4"<4x4 E—BOX> TE C Ct FT. W.W.F. IL-L JJ ! 2'-1 1/2"<B.O. 6"x6"> I I �• �ROXI IE -31 O x V 1'-O"<PS-2> I I E I R4114 5"<W.C. WALL SLEEVE> I I e o �F '16 u � 0° 0„ EMBED DETAIL n X o m n xo FIRES Aril 23 2027 n n n n o N N N N o X CO w July 27, 2025 Cf) w w Q Q Q Q rn � V X QJ U U U U W m N N cl� o 0 v LBFoster N rn J CXT® Products U § 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 v 901 N.Highway 77 Hillsboro,TX 76645 BLOCKOUT LAVATORY DETAIL ° 362 Waverly Road Williamstown,WV 26187 DETAIL ACORN PENAL-WARE 1652 SERIES City of Arlington PRQECi TllF 2652-1-BP-04-M Building Department OZARK II APPROVED BUILDING NUMBER OZII-126 Kevin Olander- 08/21/2025 RaaM The information contained herein is proprietary and the No changes authorized unless approved by exclusi i property b`me«o o oted recipient information may only y g p purpose the Building Official intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, -----I i ----- CXT Incorporated grants no warranty,express or implied, including a warranty of merchantability or of fitness far a WALL SLEEVE r particular purpose. (FLANGE SIDE DOWN) 4" SO E-BOX x 1 1/2" DEEP cxr m�wpPrnRe BACK TO BACK W/4" SO x 3/4" DEEP DOUBLE GANG MUD RING —\ I AT NEAR FACE I I I I 1 a L1 _U OB.O. 6"x6" ••• " PLACE MUD RING AN VN nox �P o•�a II ! FACE UP IN FORM 0" DATE P ovw 7 14 25 FORM FACE II 1125 /2" A.F.Fii . WITH HOLES LOCATEDOUOO NEOLMAN FILE N0. Ozll-ON THE LEFT AND RIGHT NER PLOT 24 SIDE ONLY O WALL PANEL 1" THICK BLOCKOUT '�______�' NOTES: MARK W6 WALL SLEEVE BLOCKOUT DETAIL 1. REBAR TO BE CENTERED IN PANEL. DING NO. SHEET REV, 13 SLOAN FLUSH SENSOR E—BOX DETAIL OZII-13 23 0 EMBEDDED MATERIALS TWO LAYERS MESH ITEM OTy 4x4xW6.7xW6.7 2" X 12" TEXTURE B.O. PS-19 15 (1) NEAR FACE 3/4" COVER (TYP. 2 PLCS.) PS-2 7 (1) FORM FACE 1 1/4" COVER R303 15 B.O. 5" DIA. 2 1/8" FL-648 4 6'-0" R411 4 R3x144 I R3x144 FL-847 4 R4X66 4 4'-11 1/4"<PS-19><FL847> R3X66 4 o ( R303 Of (TYP) R4x18 �J R320 8 TYP R3X144 4 B.0 TEXTURE 12"X12" 2 R018 16 00 BARNWOOD TEXTURE BARNWOOD R0144 2 TEXTURE 2'-9 15/16"<B.O. 5" DIA> L--J L--J 1'-11 1/4"<PS-19> (• (• ) ) 0 M 1'-0 3/4"<FL847> — o � N Of R4xl 44 .�^ R4144 D" C Ct FT. W.W.F. B TEXTURE I R! ^ n n n n A n n ¢ N n n n n N ^ n n •1 V" I O) N OJ N � N Ol < Ol N OJ N rn of �� 0 •/H !n tl J d L� f1 rn J tv - J rn 0- tV J D- "I sir V rn v V O A u7 v V V n tv N ►� _ n rn v �r 11 j m m j rj v a v V m v v v I/ , c0 O c0 O N � N f, V � G D0 , � � LE FIRES April 23 2027 no July 27, 2025 LBFoster CXT® Products 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 A PRQECi—E OZARK II BUILDING NUMBER OZII-126 x w z City of Arlington Raac yBuildingThe information contained herein is proprietary and the < w Department exclusive property of CXT Incorporated. The Information S may only be used by the original recipient for the purpose APPROVED intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of p< Kevin Olander - 08/21/2025 CXT Incorporated. an allowing use of this is or implied, CXT Incorporated grants a warranty,express or;ss far V Including a warranty of merchantability or of fitness fa a V p particular purpose. � No changes authorized unless approved by azr m�waernee the Building Official CD I SCALE 1/2"=1-0" DATE w 7 14 25 NOTES: DRAWN N.TOLMAN FILE NO. I OZII-126 CHECKED I N.PENNER PLOT 1 24 1. EXCEPT FOR R4144, R4x18, R411, AND R303, REINFORCING BARS TO BE PLACED ROOF SLAB IN PAIRS. ONE AT EACH FACE WITH 1 1/4" COVER FORM FACE AND 3/4" NEAR MARK R1 FACE.. DWG NO, SHEET REV. 41/2"+TEXTURE OZII-14 14 0 23 EMBEDDED MATERIALS TWO LAYERS MESH ITEM OTy 4x4xW6.7xW6.7 PS-19 15 (1) NEAR FACE LAYER 3/4" COVER PS-2 7 (1) FORM FACE LAYER 1 1/4" COVER R303 15 R4x144 2 1/8" FL-648 4 6'-0" TT TTR3x144 4- TT R411 4 FL-847 4 � � U144 4 4'-11 1/4"<PS-19><FL847> ( R303 I:.'1 I )1 R4X66 4 Of Of (TYP) R4x18 �� R3X66 4 R320 8 TYP R018 16 10 BARNWOOD BARNWOOD TEXTURE TEXTURE 1'-11 1/4"<PS-19> (• (• ) ) 1'-0 3/4"<FL847> AQ �a 10 1/4"<PS-19> Of R4xl 44 R4144 D" C Ct FT. W.W.F. BARNWOOD ! TEXTURE �A �' c�R I ni p n n ^ n n n n ^ � n n n n ^ n n N co N ^ N o� CO d N rn N N co N rn roj � • V v1 � � � VI I ID n .D I co 1 1 h a J a J a !n J J (n a a J a fn N ss�r a V V a V a L j L' a V V V v a ►� n v n n v V Cn _� v n - n V n v Ol 17 a ifl P7 6� CV _ j �/ co U) (D (n co oo O (n (n o' Cn o � o N � `1 FIRES April 23 2027 no July 27, 2025 LBFoster CXT® Products 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 A PRQECi—E OZARK II BUILDING NUMBER OZII-126 x cn H Nonc£ YJ The information contained herein is proprietary and the < w exclusive property of CXT Incorporated. The information _ City of Arington may only be used by the original recipient o the purpose intended. Reproduction or distribution of this information Building Department is strictly prohibited without the prior written consent of p< CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,exprees or implied, U p APPROVED including a warranty of merchantability or of fitness far a V (D particular purpose. 00 co Kevin Olander - 08/21/2025 `�`"°°°�� 0 I No changes authorized unless approved by the Building Official e.SCALE 1/2"=1- w 0" DATE 7 14 25 NOTES: DRAWN V.TOLMAN FILE NO. OZII-126 CHECKED I N.PENNER I PLOT 24 1. EXCEPT FOR R4144, R4x18, R411, AND R303, REINFORCING BARS TO BE PLACED ROOF SLAB IN PAIRS. ONE AT EACH FACE WITH 1 1/4" COVER FORM FACE AND 3/4" NEAR MARK R2 FACE.. DWG NO. SHEET REV. 41/2"+TEXTURE OZII-15 15 0 23 EMBEDDED MATERIALS ITEM OTY AS-7 4 PS-19 25 R4X122 8 R4X220 4 SEE FLOOR R3X42 4 DRAIN DETAIL RY82 2 (TYP. 3 PLCS.) RY62 4 R3X122 12 10'-6" B.O. 6" DIA. 1 10'-3 1/2"<PS-19> B.O. 16"X16" 2 FLOOR DRAIN 3 N N N N N N N N NN N N N N N N N N NN r7 r7 Of Of 01 Of M 01 Of Of Of Of 7'-6"<PS-19> R4x220 5'-3"<FLOOR DRAIN> — - TWO LAYERS MESH R4x220 4x4xW6.7xW6.7 1 t (1) 1 1/4" COVER FORM FACE T M (1) 3/4" COVER NEAR FACE c W.W.F. 3'-6"<B.O. 16"x16"> x x ! Of M 3'-0"<PS-19> �w �R R3x82 h O d ..r R.r -0"<PS-19> Q �� 6' 6" 2 1/2"<PS-19> R4x220 J G` 0" Ai LE FIRES April 23 2027 n Z A A A A zA A ooJuly 27, 2025 In Q s x x a a Q Of o - ^ Y < a 0 v v z v 0 0 0 v LBFoster o c� ¢ c� oC o oC N �ORIEN- THREADED HOLES AS SHOWN o m v CON ° N ^ � CXTID Products 00 6>D-O O N co j 0 co a Ln 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 z v 901 N.Highway 77 Hillsboro,TX 76645 o z 362 Waverly Road Williamstown,WV 26187 CO SMOOTH FINISH PRQEC mu OZARK II CO wo wo BUILDING NUMBER OZII-126 w p I I I I I I I I p o wo Ronct:: _ The information contained herein is proprietary and the FORM FACE n exclusi i property of CXT Incorporated.recipient Iniha ation may only y g p purpose (SMOOTH FORM FINISH) intended. Reproduction or distribution of this information s strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, City of Arlington CXT Incorpo aced grants no warranty,express or implied, Including a warranty of merchantability or of fitness far a Building Department particular pu pose azr mwaPrnRe APPROVED \ RM54960 FLOOR DRAIN Kevin Olander- 08/21/2025 (FLANGE SIDE UP) No changes authorized unless approved by ' d the Building Official ate. wa w D— • : SCALE 3/8"=1'-0" DATE 7 14 25 '' " �. r. �'= .'; ;;�•+._ DRAWN .TOLMAN FILE NO. OZII-126 •%a.r'•:r�. LC) CHECKED N.PENNER I PLOT 1 32 :'y•.`•'��;''a�'i':•;:'fifii:i:i:i:iEEE }:';'•�,',i.;''.h.',; ,�. ............................ .. NOTES: FLOOR SLAB 1. SMOOTH FINISH NEAR FACE, FORM FINISH ALL OTHER. FORM FACE 2. EXCEPT R4x220, ALL REBAR TO BE PLACED IN PAIRS, ONE EACH FACE. MARK F1 �-BLOCKOIJT 10-1/2" DIA x 1-3/4"DP 3. R4x220 TO BE PLACED AT TOP WITH 1" COVER. DWG NO. SHEET REV. FLOOR DRAIN BLOCKOUT DETAIL 0Z11-16 16 0 23 NOTE: THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING. THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON—FROST SUSCEPTIBLE (NFS) SUB—BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB—GRADE. AS WITH MOST CONSTRUCTION, THIS DOES REQUIRE THE NATIVE SUB—GRADE TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB—BASE. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF WASHINGTON. LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB—BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION. THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB—BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING. THE "FOUNDATION" FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB. THE COMBINATION OF THE COMPACTED SUB—BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB NEED TO BE AT LEAST 12" THICK AND THE COMPACTED SUB—BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH �1LL1AM may, op WAsq�� I Ale •o I I J I 24" VERTICAL INSULATION: 2 0 R10 RIGID INSULATION TYPICAL INSTALLED AT SITE SUB BASE THICKNESS FILL SO THAT FINISHED GRADE HEIGHT PIRES� A A 23 2027 I EXTEND TO FROST DEPTH (PERIMETER SIDEWALK OR EARTH) IS (NOT BY CXT) EQUAL TO FLOOR SLAB HEIGHT I July 27, 2025 LBFoster CXT® Products • - a 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 -- 901 N.Highway 77 Hillsboro,TX 76645 • ` ^°• • • ' o- • •• 362 Waverly Road Williamstown,WV 26187 ° III— • III —III III III ° �.•• e• °• �1 PROEM m1E 1111�11 111�1 = — —I i� - =III—III III III—III—III III— =III a III— III— — OZA R K"=1I=I I11=III=1I I_I III-1I-1I I_I I_I I1=1I-1I I. III—I I1=1I I1= =1IIII_III-1I I_I I_I I_I I1=1I 11 Win= — --^ 11=1i1�, i— III II�III II�III II�III II�III II�III II�III IIR ill(-1I1-1II I1-1I�I I1=" -1 -1I-1 1=1I-1 1=1I-1 1=1I I-I 11=1I I-I 11=1I I CIII� �W_�W_�ll_IIFEW LLF11-1L 1L-1LH BUILDING NUMBER OZII-126 -11 I—III—III—III—III—III—III=1 I—III—III—III—III—III—I :I I�1I1=1I�1I1=1I�1I1=1I�1I1=1I�1I1=1I�1I I- ` NUDE111=111=111=111=111=111=1 —11-111I 1IJ11-1I�Ll=1II L III=r- - The information contained herein is proprietary and the — — exclusive property of CXT Incorporated. The Information may only be used by the original recipient for the purpose PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB—BASE SHALL BE PROVIDED. SUB—BASE intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of SHALL EXTEND TO BELOW THE FROST DEPTH AND CONSIST OF %" MINUS CRUSHED ROCK (ROAD BASE NATIVE SUBGRADE czT inc ma tea gaytellnolwa use maetof this isnf omofion, MATERIAL) COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. FINISHED (1500 PSF BEARING including a warranty of merchantability or of fitness far a SURFACE OF SUB—BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF —%", +0" FROM A pa ticular purpose TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB—BASE REQUIREMENTS DURING CAPACITY MIN) czrm"wpPnee BUILDING PLACEMENT. (PREPARED SUB—BASE NOT BY CXT). City of Arlington Building Department APPROVED R. µ a - SCALE N/A nox DATE 7 14 25 K DRAWN T FILE N0. OZII-126 Kevin Olander - 08/21/2025 CHECKED PENNE N. ENNER PLOT N A No changes authorized unless approved by FOUNDATION the Building Official D DETAIL DING N0. SHEET REV. OZII-17 17 23 ALL PIPING INDICATED ON 7 0'-0" MIN. THIS SHEET IS NOT BY CXT 10"DIA BLOCKOUT (3 PLCS) 6"DIA ELECTRICAL BLOCKOUT 4„ 3 I 00 N I I , N 1 1/2" J 4 6" 5 t8" 5 1'-1' City of Arlington BLOCKOUT 'A' 2„ 5 2„ Building Department APPROVED Kevin Olander- 08/21/2025 No changes authorized unless approved by __ _ the Building Official 3 a Ln 1AM o o PIPING LEGEND op wasq� C,f, of o /2" WATER SERVICE, \ ~�r 0�� C�p9'A ANNEALED "SOFT"Zo COPPER, ASTM B88, FM M TYPE 'K' or 'L' ro 4 � 3'—6 714" BELOW FLOOR WASTE oE' '76 Q�� PIPING: SCH 40 PVC, g" 7'-8" BLOCKOUT 'A' ASTM D2665, TYPE DWV 6 J � 8 9'-4„ 1'-1 PIRES� April 23 2027 11'-0" BLOCKOUT 'B' BLOCKOUT 'B' July 27, 2025 15-2" 18'-9" ( LBFoster A. CAST—IN DRAIN HOUSING (10" INSIDE DIM — PROVIDED BY CXT) r CXT® Products B. FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PROVIDED—INSTALLATION NOT BY CXT) 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 a 901 N.Highway 77 Hillsboro,TX 76645 C. 2" WASTE PIPE — STUB UP 12" ABOVE GRADE (NOT BY CXT) 362 Waverly Road Williamstown,WV 26187 D. TAPPED P—TRAP ADAPTER (NOT BY CXT) Pnoecr imc E. P—TRAP ASSEMBLY (NOT BY CXT) OZARK II F. 1/2" O.D. COPPER TRAP PRIMER LINE (NOT BY CXT) BUILDING NUMBER OZII-126 G. 2" FLOOR DRAIN VENT RISER — STUB UP 12" ABOVE GRADE (NOT BY CXT) None£ the H. TRAP PRIMER MANIFOLD (PRE—PLUMBED AND INSTALLED BY CXT) ° The usive property of CXT incorporatermation contained herein is d. The rinformdation PLUMBING may only be used by the original recipient for the purpose BELOW FLOOR PIPING — KEY NOTES /2" SHUT OFF VALVE (PRE—PLUMBED AND INSTALLED BY CXT) \ BLOCKOUT ntanded. Repradedwitoudistribution written information onsentof �fJ s strictly prohibited without the prior written consent of 1 0' DI A ° G CXT Incorporated. an allowing uae of this infarma implied, g q CXT ding a aria grants a warranty,express or implied, Including a warranty of merchantability or of fitness fa a particular purpose 1. 4" CLEAN OUT TO GRADE. P a czrm°wpPrnee 2. NOT USED 3. 2" VENT EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, (1 FOR EA FLOOR DRAIN IF FLOOR Ln ° DRAIN OPTION ACCEPTED) PROVIDE TEST PLUG. (13"x16" BLOCKOUT) —GRADE ® ° 4. 4" WASTE PIPE EXTENDED 12" ABOVE FINISHED FLOOR LEVEL, PROVIDE TEST PLUG. (13"x16" BLOCKOUT) C F 5. 2" FLOOR DRAIN WITH FIELD INSTALLED TRAP PRIMER. (10" DIA. BLOCKOUT) SCALE 3/16°=V-0° DATE 714 zs 6. FIELD INSTALLED 1-1/2" WATER SUPPLY WITH SHUT—OFF VALVE NEAR FLOOR Z DRAWN V,TOLMAN 1 FILE NO. 1 OZII-126 7. 30" MIN. BURY, PROVIDE TRACER TAPE. TO MAIN CHECKED I N.PENNER I PLOT 1 64 8. MIN. BURY PER LOCAL REQUIREMENTS TO PROTECT FROM FREEZING AND DAMAGE. N WASTE LINE UNDERGROUND PIPING D LAYOUT r SHEET REV. FLOOR DRAIN DETAIL I-18 18 0 E 23 WASTE PIPING - KEY NOTES 1. 2" FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT) 1 1 2. 4" WASTE THROUGH FLOOR, FIELD INSTALLED WASTE PIPING 1 (NOT BY CXT) 3 3. PROVIDE TEST PLUG IN END OF WASTE PIPE. CONTINUATION OF PIPING IS FIELD INSTALLED & NOT BY CXT. P1 ° ° �1 P20T_ )E • 2 VENT PIPING - KEY NOTES PIPING LEGEND I I I I I I 1 i 1 1. 2" FLOOR DRAIN, FIELD INSTALLED 1 1/2" WATER (NOT BY CXT) SERVICE, ANNEALED may. pY W'Asyj� 1 i "SOFT" COPPER, ,a 9.A VENT PIPING i 2. 3" VENT THROUGH ROOF. ASTM B88, TYPE 'K' x 3 4 1 F1, OR L �3. 2" VENT WITH TEST PLUG. �6,, 1 1 4. FIELD INSTALLED 2" VENT PIPING BELOW FLOOR WASTE 6' �G P1 ° 6 6210 FROM FLOOR DRAINS. (NOT BY CXT) PIPING: SCH 40 PVC, (jt ASTM D2665, TYPE J DWV CE PIRES Aril 23.2027 2 2 BELOW FLOOR VENT July 27, 2025 PIPING: SCH 40 PVC, ASTM D2665, TYPE DWV LBFoster CXT® Products 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 PRQECi TTE P2 3 2 WATER PIPING - KEY NOTES City of Arlington OZARK II F5- 4 0 Building Department BUILDING NUMBER OZII-126 ]A 1. 2" FLOOR DRAIN, FIELD INSTALLED APPROVED Naas£ F1 1 (NOT BY CXT) The information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information Kevin O 1 a n d e r - 08/21/2025 may only be used by the original recipient for the purpose intend Reproduction or distribution prior of this information of 4 HWT 2. FIELD INSTALLED 1-1/2" WATER SUPPLY isa ctlyprohibited.inapt neprmr.rinenaanaentar 1 CXT Inco posted. an allowing rae of this express or implied, WATER PIPING WITH SHUT-OFF VALVE NEAR FLOOR. No changes authorized unless approved by ;including ofamerchantability sor of fitness far(NOT BY CXT) the Building Official particular purpose r azr mdaernee 3. 3/4" HOSE BIBB WITH VACUUM BREAKER 1 AND WHEEL HANDLE. r.1 0 I o P1 4. WATER PIPING ALONG WALL, SPECIAL NOTES: e� To„ q SEE DIAGRAM ON OZ II-19. 1. TOTAL FIXTURE COUNT: (5)4 DRAWN 3/TOLMAN—a, FGILE NO.Pe�µ2. FLOWING PRESSURE: 45 PSI MIN, 80 PSI MAXN.PENNER PLOT 3. TOTAL DEVELOPED LENGTH = 20'-0"* PLUMBING PLANS & NOTES P-4 *APPROXIMATE DISTANCE FROM THE SOURCE TO THE FARTHEST FIXTURE DWG NO. [�� REV. OZII-19 0 4" C.O. 1-1/2" TO FIXTURES WYE STRAINER NOTE: PIPING LEGEND TO FIXTURES INSULATE HW PIPING WITH 1" (R3.6) TO FIXTURES QUICK COUPLER RELIEF VALVE — PIPE PRE—MOLDED PIPE INSULATION WITH ASJ ------- COLD WATER; COPPER. FOR BLOWING OUT TO NEAR FLOOR DRAIN ASTM B88, TYPE "K" OR "L" WATER PIPING W/ �O 1/2" EXPANSION TANK HOT WATER; COPPER, THROUGH T� COMPRESSED AIR PROFLO PFXTS ASTM B88, TYPE "K" OR "L" FLOOR 1/2" BALL VALVE �� ------- VENT PIPING; SCH 40 PVC, TO MEN'S 1-1/2" BALL VALVE BALL VALVE ASTM D2661, TYPE DWV SIDE FIXTURES TO THIS POINT BY CXT 1-1/2" ANNEALED TYPE K OR IF 1/2' CW WASTE PIPE; SCH 40 PVC, THROUGH FLOOR �� "SOFT' COPPER SERVICE MOUNT HIGH ON WALLS ASTM D2661, TYPE DWV DETAIL OF FIELD INSTALLED ELECTRIC WATER HEATER FIELD PIPING; (NOT BY CXT) WASTE CONNECTION WATER SERVICE DETAIL RESTRAIN TO WALL WITH BRACKET WYE STRAINER NTS NTS P-2 1/2" 2" EEMAX EMT4 WATER HEATING PIPING DIAGRAM I NTS City of Arlington n9 Building Department \ O 3" VTR APPROVED / r' Kevin Olander-08/21/2025 3/4" 7 2" No changes authorized unless approved by P-2 2" KEY NOTES the BuimingorNcial P-1 6 HWT ICO 1. 3/4" HOSE BIBB WITH VACUUM BREAKER & WHEEL HANDEL. 1 1/2" 1/2" r 3" VTR 2. TO THIS POINT BY CXT. /2� S� nJ 3 3. NA 1 1 1/2" P-2 I I I JJJ I c// i I I •'F�/' I yr T,\ �. OI O J g P-1 y '' V P-2 4. 1/2" AIR QU ICK CONNECTION W/ BALL VALVE FOR BLOWING OUT WATER PIPING. p iP^1 j / 1 1/2" CO 5. 1/2" BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED TRAP PRIMER IF REQUIRED BY 2 2JURISDICTION HAVING AUTHORITY. WA3/4"4` 1 1 2 CO 6. ASSE 1010 WATER HAMMER ARRESTOR SIOUX CHIEF HYDRA—RESTOR #654—C OR EQUAL.4' HI / ,4 WASTE CONN._ WYE STRAINER 3" 7. ELECTRIC WATER HEATER. SEE DIAGRAM Ir �� p (NOT BY CXT) 8. INSULATE HOT WATER PIPING FROM HTR TO FIXTURE W/ 1" (R-3.6) PRE—MOLDED FIBERGL-.S 41 1/2" CW VALVE SEE DIAGRAM P 1 ..js PIPE 2 I 4" WASTE CONN. 9. ASSE 1070 WATER TEMPERATURE LIMITING DEVICE. WATER PIPING RISER DIAGRAM WASTE & VENT RISER DIAGRAM (NOT BY CXT) 10. PROVIDE SHUT—OFF VALVES ON HOT AND COLD WATER SUPPLY FOR EACH FIXTURE J G` NTS N IS SYM DESCRIPTION MANUFACTURER CXT PART NUMBER FLUSH VALVE/FAUCET SUPPLIES QTY HW CW WASTE VENT SUPPLIES / NOTES PIAES Aril23 2027 1. SENSOR ACTIVATED FLUSH VALVES. July 27, 2025 P1 WATER CLOSET ACORN PENAL—WARE 1680 SERIES SLOAN "OPTIMA" SLOAN EL-154 2 1-1/4" 3" 2" 2. MOUNT RIM AT 17" ABOVE FLOOR. (SENSOR) 1680—W-1 #152-1.6 ES—S 3. USE CLOSET GASKET JG13534 AND Z1203 FINISH KIT LBFoster LAVATORY PENAL—WARE 1652 SERIES 1. 1/2X15 COMP ANG LAM BSCR1915AC CXT® Products P2 (SENSOR) ACORN 2652-1—BP-04—M SLOAN "ETF-610" SLOAN EL-154 2 1/2" 1-1/2" —1/2° 2 3 PC COVER SET PF202WH. 6701 E Flamingo Ave Bldg 300 Nampo,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 362 Waverly Road Williamstown,WV 26187 PRQECi TIrF OZAR K II BUILDING NUMBER OZII-126 Nuncl The information contained herein is proprietary and the P4 HOSE BIB PRIER C-634 1 — 3/4" — — exclusive property of CXT Incorporated. The Information may only be used by the original recipient for the purpose Intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express or implied, including a warranty of merchantability or of fitness far a P5 particular purpose cxr mwaernee 1. 4 GALLON 120V WALL MOUNTED WATER HEATER. PROVIDE GFCI OUTLET P6 WATER HEATER EEMAX 1 1/2" 1/2" — _ IN CHASE PER MF'R RECOMMENDATIONS. e.SCALE N/A nox DATE MPROµ 7 14 25 DRAWN A.TOLMN FILE NO. 1 00I-126 CHECKED I N.PENNER I PLOT I N/A PLUMBING DETAILS, DIAGRAMS, & SCHEDULES 1. DISTR UNIT— MIFAB ASSE 1018 OR DWG NO. SHEET REV. P7 FLOOR DRAIN TRAVIS 54960—CXT 3 — — 2" 2" ASSE 1044 OZII-20 20 0 23 PANEL SCHEDULE AMP 100 PANEL TOTAL CONNECTED VA LOAD 13,387 SURFACE MOUNT 120/24OV, 1 P,3W TOTAL CALCULATED VA LOAD 15,624 CONCUIT WIRES (NOT BY CXT): CIRCUIT LOAD CIRCUIT LOAD (3) #3 (CU) FEEDERS 120/240/10/3W INTERIOR SURFACE MOUNTED LOAD CENTER NO.DESCRIPTION OCP TYPE (VA) (A) PH.NO.DESCRIPTION OCP TYPE (VA) (A) (1) #8 (1, GROUND WITH MAIN BREAKER AND GROUND BAR. ALL 1 INTERIOR&EXTERIOR LIGHTS&FANS 1P/20A* C 307 2.6 A 2 RECEPTACLES 1P/20A R 360 1 3.0 2' CONDUIT EQUIPMENT INCLUDING BRANCH BREAKERS 2P 100A RATED AT 22,000 AIC. BLOCK-OUT UNDER 3 EEMAX WATER HEATER GFCI OUTLET 1 P/20A R 1,400 11.7 B 4 RESTROOM#1 HAND DRYER 1P/20A* N 1,140 9.5 PANEL PROVIDED FOR SERVICE LATERAL. 5 RESTROOM#2 HAND DRYER 1P/20A* L 1,140 9.5 A 6 PLUMBING SENSORS 1P/20A R 140 1.2 a 7 C 1,500 12.5 B 8 EEMAX WATER HEATER GFCI OUTLET 1P/20A R 1,400 11.7 0 9 RESTROOM#1 WALL HEATER 2P/20A* C 1,500 12.5 A 10 C 1,500 12.5 11 C 750 6.3 B 12 RESTROOM#2 WALL HEATER 2P/20A* C 1,500 12.5 13 CHASE WALL HEATER 2P/20A C 750 6.3 A 14 PER NEC 15 B 16 BOND BUILDING COLD WATER 171 A 18 PIPING TO GROUND BUS 191 B 20 PER NEC. (BY CXT) ONE-LINE POWER DIAGRAM NOTE: MAXIMUM ALLOWABLE AIC IS 22KAMPS,PANEL MODIFICATIONS WILL LOAD CONNECTED CALCULATED BE REQUIRED(NOT BY CXT)IF TRANSFORMER CAPACITY EXCEEDS 175 KVA. (C)ONTINUOUS 7,807 x1.25 9,759 VA *PROVIDE LOCKOUT BREAKER(LO)CONFORMING TO NEC 110.25 (R)EC(1ST 10KVA) 3300 x1.00 3300 VA (N)ON-CONTINUOUS 1,140 x1.00 1,140 VA (L)ARGEST MOTOR 1,140 x1.25 1,425 VA TOTAL LOAD 13,387 15,624 VA 65.1 AMPS GENERAL ELECTRICAL NOTES 1. RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS. 2. ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS, OR BY OTHER GFCI �V�w WA �+ RECEPTACLES. 3. ALL CONDUIT SHALL BE SIZED PER NEC. EXPOSED CONDUIT SHALL BE EMT/FMC, RECESSED SHALL BE y Z PVC. e.. 4. INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES. 5. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2023 NATIONAL ELECTRICAL CODE (NEC) WITH STATEWIDE AMENDMENTS LIGHTING FIXTURE SCHEDULE 0 x��F3 6. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION UNLESS NOTED OTHERWISE. 7. ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. w At co DESCRIPTION m m � � 8. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NOT SHOW EXACT LOCATIONS OF X z o < LE(P1f1ES April 23 2027 DEVICES. REFER TO WALL PANEL & OTHER DRAWINGS FOR EXACT LOCATIONS OF J-BOXES, ETC.. 9. ALL CONDUCTORS AND CABLES MUST BE PROPERLY TERMINATED IN APPROVED BOXES, BEFORE LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, July 27, 2025 CONNECTING THE CIRCUIT TO THE BREAKER AND BEFORE RECEIVING FINAL INSPECTION APPROVAL IN VPFFACEFTOUNTE , LED LAMP 4 FT, WRAP LONG THE FACTORY A 120 25 SURFACE MOUNTED, LED LAMP 4FT, WRAP AROUND LENS, �BFoster LOW TEMPERATURE DRIVER, OCCUPANCY SENSOR W/ ADDITIONAL 10. PROVIDE CIRCUIT BREAKER LOCKOUT TAB FOR HAND DRYER, HEATER AND FANS. OCCUPANCY SENSOR FOR FAN CONTROL CXT® Products ELECTRIC HEATER SCHEDULE SWOOP YWP610 LED EXTERIOR LIGHT, YWP610-14W 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 SYM MFR MODEL # OEM VOLTS WATTS AMPS NTS. HP-350OK-120-CP-BRZ-CAB/PC 901 N.Highway 77 Hillsboro,TX 76645 EXTERIOR, VANDAL RESISTANT, WALL MOUNTED, 14 362 Waverly Road Williamstown,WV 26187 EH 1 CADET CSTC302TW 165 240 3000 12.5 1,2 WATT, CLEAR PRISMATIC LENS, pswcmn B 120 14 BUILT IN PHOTOELECTRIC CONTROL OZARK II EH 2 CADET CSC152TW 83 240 1500 6.25 1,2 BUILDING NUMBER OZII-126 REMARKS 1. REMOTE THERMOSTAT, SURFACE MOUNTING nonce 2. HEATER MAY BE SUBSTITUTED WITH EQUAL PRODUCT The information contained herein is proprietary and the LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, Manuel"property of CXT Incorporated. The Information Manuel" only be used by the original recipient for the purpose VPF84-4FT-NODIM-25W-40K-MVOLT-CLP-WHT-WL intended. Reproduction or distribution of this mfomnotion is strictly prohibited without the prior written consent of C 120 25 SURFACE MOUNTED, LED LAMP 4 FT, WRAP AROUND LENS, CXT Incorporated. By allowing use of this infarmotion, LOW TEMPERATURE DRIVER, SWITCH ACTIVATED CXT Incorporated g ants no warranty,express or implied, including a warranty of merchantability or of fitness far a particular purpose. EXHAUST FAN SCHEDULE CXT lnorperatse SYM MFR MODEL # CFM VOLTS AMPS WATTS NTS. NOTE THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING IS TO BE A MINIMUM EF-1 FANTECH RVF-4XL 154 120 0.79 91 1 OF 45 LUMENS PER WATT. City of Arlington NOTE Building Department SCALE N/A son DATE MPeovw ,a zs 1. WITH SPEED CONTROL MOUNTED IN CHASE. APPROVED DR4WNP,TOLMAN I FILE NO. I OZII-126 2. FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. CHECKED I N.PENNER I PLOT I N/A LOCATE OPEN FACE J-BOX ON EXTERIOR SIDE OF PANEL. Kevin Dander - 08/21/2025 ELECTRICAL NOTES, 3. SEET SPEED LIMIT SWITCH BETWEEN 70CFM AND 105CFM No changes authorized unless approved by LEGEND & SCHEDULES the Building Official DWG NO. SHEET REV. OZII-21 21 p 23 J—BOX FOR EXTERIOR LIGHT C#1 BO -- J -----_--- J ---_—_—_— _ J ------_-- J O SENC#4 1 C#5 C#1 C#1 SENSOR C 3 I TRANSFORER C#2 I 5 I C# 6 #3 C#2 c#s I J J I �I I PLUMBING SENSOR PLUMBING SENSOR �I C#1 I, �' I C#1 TO TRANSFORER C#61 I IC#6 TO TRANSFORER #11&1 JI� JIB 0 CD' P 4„ � `—J—BOX FOR : � � J—BOX FOR EXTERIOR LIGHT EXTERIOR LIGHT G #1 G#1 PLUMBING SENSOR s s PLUMBING SENSO TO TRANSFORLR C#6 C#6 TO TRANSFORER C#7& 1#10&12 �ll'L1AM�'1 may, op WAsq�� RECEPTACLE, HEATER, WATER HEATER. LIGHTING & EXHAUST FAN PLAN HAND DRYER & SENSOR PLAN •o KEY NOTES SYMBOLS IEE PIRES� Aril23 2027 lO CIRCUIT AS NEEDED FOR THE LOAD OF THE EXHAUST FANS. WIRE THROUGH OCCUPANCY July 27, 2025 SENSOR AND SPEED SWITCH IN CHASE. GFI RECEPTACLE S 20 LIGHT FIXTURE TO BE CONTROLLED BY INTEGRAL PHOTOCELL. ROUTE WIRING CONCEALED ON / OFF SWITCH CONDUIT. 30 RESTROOM LIGHTS TO OPERATE BY OCCUPANCY SENSOR. ❑ O UNCTION BOX LBFoster CXT® Products CHASE LIGHT FIXTURE TO BE CONTROLLED BY SWITCH. LOAD CENTER "A" 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 901 N.Highway 77 Hillsboro,TX 76645 50 GFCI OUTLET FOR WATER HEATER WALL MOUNTED LED FIXTURE 362 Waverly Road Williamstown,WV 26187 PRQECi TllF 0 6. PROVIDE CIRCUIT BREAKER LOCKOUT TAB FOR HAND DRYER. �ZARK II� EXTERIOR LIGHT FIXTURE BUILDING NUMBER OZII-126 NOTIM The information contained herein is proprietary and the exclusive property of CXT Incorporated. The information C#)(X CIRCUIT NUMBER may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty,express or implied, CONCEALED ONDUIT City of Arlington ncluding a wa only of merchantability o of fitness fa a particular purpose. Building Department aXTm°°^°�� g WALL HEATE APPROVED s SPEED SWITC Kevin Olander - 08/21/2025 No changes authorized unless approved by SCALE 3/16°=1'-0° DATE�P avw 1 1a 25 the Building Official DRAWN P.TOLNAN FILE NO. OZII-126 7 CHECKED N.PENNER PLOT 64 ELECTRICAL PLAN DWG NO. SHEET REV. OZII-22 22 O 23 WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 WALL PANEL W4 WALL PANEL W5 WALL PANEL W6 EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM QTY ITEM CITY ITEM QTY ITEM QTY ITEM CITY ITEM QTY PS-19 12 AS-2 4 AS-2 4 PS-19 12 AS-2 4 AS-2 4 PS-2 3 PS-2 8 PS-2 8 PS-2 3 PS-2 8 PS-2 8 PS-10 4 PS-10 2 PS-10 2 PS-10 4 PS-10 2 PS-10 2 AS-2 5 RJX114 2 R3X114 2 AS-2 4 R405 2 R405 2 RJX92 12 R405 2 R405 2 RJX92 16 R4114 1 R4X114 1 R4220 4 R320 8 R320 8 R4220 1 4X4 E—BOX 8 4X4 E—BOX 8 R303 6 R3X96 4 R3X96 4 R320 6 ROUND MUD RING 1 ROUND MUD RING 1 SI-3 MOLD 2 SI-3 MOLD 1 SI-3 MOLD 1 R078 5 RECT. MUD RING 1 RECT. MUD RING 1 MS-2 2 B.O. 40 1 8" X 82 1 4" 1 B.O. 40 1 8" X 82 1 4" 1 R484 1 DOUBLE GANG MUD RING 1 B.O. 6"S' 1 MS-6 2 4X4 J—BOX 1 4X4 J—BOX 1 04 J—BOX 5 W.C. WALL SLEEVE 1 W.C. WALL SLEEVE 1 HOSE—BIB 1 ROUND MUD RING 1 ROUND MUD RING 1 B.O. 40 1/8" X 82 1/4" 1 B.O. 6"S' 1 B.O. 3" X 8" X 2" DP 2 B.O. 3" X 6" X 2" DP 2 B.O. 3" X 6" X 2" DP 2 SI-3 MOLD 2 DOUBLE GANG MUD RING 1 MS-6 2 DOUBLE GANG MUD RING 1 MS-2 2 B.0. 3" X8" X2" DP 2 B.O. 4 1 2" DIA. 2 04 E—BOX 2 ROUND MUD RING 1 �tiL1AM R e WAs IC, CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONIC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU.FT.CONC. SQ.FT W.W.. F. CU. FT. CONIC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 46.3(1.71) 149 19(0.71) 62 19(0.71) 62 38.8 (1.43) 127 28.2 (1.05) 85 28.2 (1.05) 85 APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT w h + y. 6,958 1 2850 1 1 2850 1 5,818 4,235 4,235 FLOOR SLAB F1 ROOF SLAB R1 ROOF SLAB R2 EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS O F 7 ITEM QTY ITEM QTY ITEM QTY A` AS-7 4 PS-19 15 PS-19 15 V PS-19 25 PS-2 7 PS-2 7 R022 8 R303 15 R303 15 1 XPIRES� A Q 23 2027 R0220 4 B.O. 5" DIA. 2 R4144 2 R3X42 4 FL-648 4 FL-648 4 July 27, 2025 R3X82 2 R411 4 R411 4 R3X62 4 FL-847 4 FL-847 4 LBFoster R3X122 12 R066 4 R3x144 4 B.O. 6" DIA. 1 R3X66 4 R066 4 (.'XT® Products B.O. 16"X16" 2 R320 8 R3X66 4 6701 E Flamingo Ave Bldg 300 Nampa,ID 83687 FLOOR DRAIN 3 R3X144 4 R320 8 36262 N.Highway 77 Hillsboro,Tx Issas Waverly Road Williamstown,WV 26187 B.0 TEXTURE 12"X12" 2 R418 16 e�`arn� OZARK II R418 16 BUILDING NUMBER OZII-126 R044 2 woncE The Information contained herein is proprietary and the exclusive property of CXT Incorporated. The Information City of Arlington may only be used by the original tion of for Me purpose Intended. Reproduction or distribution of this information 6s strictly prohibited without the prior written consent of Building Department CXT Incorporated. By allowing use of information, CXT Incorporated grants warranty,express ess or implied, including a warranty of merchantability or of fitness for a APPROVED particular purpose CXr Incorpaoted Kevin Olander - 08/21/2025 No changes authorized unless approved by the Building Official SCALE DATE �°"1 714/25 DRAWN .TOIMAN I FILE NO. OZII-126 CHECKED I N.PENNER I PLOT CU.FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 79.5 (2.94) 392 54.1 (2,00) 260 54.1 (2.00) 260 EMBEDDED MATERIALS APPROXIMATE WEIGHT APPROXIMATE WEIGHT APPROXIMATE WEIGHT 11,923 8,114 8,114 DWG NO. SHEET REV. OZII-23 23 0 23 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 7801 Jensen Farm Ln Permit#:6671 Parcel#:00875500099900 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Prefabricated bathroom bldg Valuation:164000.00 CONTRACTOR ARLINGTON CITY OF TerraVista NW CTX Products 238 N OLYMPIC AVE 3204 Smokey Point Drive,Suite 207 6701 E Flamingo Ave,#300 ARLINGTON,WA 98223 Arlington,WA 98223 Nampa,ID 83687 360.386.9997 509-703-3384 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2021 STORIES: I CONST.TYPE: VB DWELLING UNITS: OCC GROUP: B;Business BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBCI10/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 9-17-2025 � •�� 09/17/2025 Applicant Signature Date Building Official Date M CONDITIONS Install and maintain erosion control measures per City of Arlington Standards and per the direction of the Inspector.Remove upon completion of the project prior to final approval of the permit.Coordinate with Cascade Natural Gas on relocated rectifier lead wire in same location as proposed water service line.Adhere to the approved plans.Inspections are required.Call for inspection The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. pr PERMIT FEES Date Description Fee Amount 09/17/2025 Processing/Technology $25.00 09/17/2025 Building Permit $2,035.98 09/17/2025 State Surcharge-Commercial $25.00 09/17/2025 Building Plan Review $1,323.39 Total Due: $3,409.37 Total Payment: $0.00 Balance Due: $3,409.37 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-6671 Total Amount: $ 3,409.37 Staff Requesting Fee Waiver: Sarah Lopez Staff Department: Admin Staff Email: slopez@arlingtonwa.gov Staff Phone #: 360-403-3448 Reason for Waiver: Building permit fee for the Jensen Park restroom Council Workshop Date: 10/06/2025 Council Approval Date: 10/06/2025 Sarah Loll@Z Digitally signed by Sarah Lopez Signatory Authority: N Date:2025.10.07 08:49:58-07'00' Print Name: Sarah Lopez, Community Engagement Director CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 1,323.39 Permit Fee(s) $ 2,035.98 Processing Technology Fee $ 25.00 State Surcharge Fee $ 25.00 Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE. State Surcharge Fees cannot be waived. Permit Number: BLD-6671 Total Amount: $ 3,409.37 Staff Requesting Fee Waiver: Sarah Lopez Staff Department: Admin Staff Email: slopez@arlingtonwa.gov Staff Phone #: 360-403-3448 Reason for Waiver: Building permit fee for the Jensen Park restroom Council Workshop Date: Council Approval Date: Signatory Authority: Print Name: CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 1,323.39 Permit Fee(s) $ 2,035.98 Processing Technology Fee $ 25.00 State Surcharge Fee $ 25.00 Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 i PERMIT FEE WAIVER REQUEST • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone(360) 403-3551 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE, State Surcharge Fees cannot be waived. Permit Number: BLD-6671 Total Amount: $ 3,409.37 Staff Requesting Fee Waiver: Sarah Lopez Staff Department: Admin Staff Email: slopez@arlingtonwa.gov Staff Phone#: 360-403-3448 Reason for Waiver: Building permit fee for the Jensen Park restroom Council Workshop Date: A Council Approval Date: Signatory Authority: -� , / Print Name: V V E. CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ 1,323.39 Permit Fee(s) $ 2,035.98 Processing Technology Fee $ 25.00 State Surcharge Fee $ 25.00 Other: $ Other: $ ACCEPTED BY DATE STAMP REV5.2021 Page 1 of 1 Permit#: 6671 Permit Date: 08/11/25 Permit Type: COMMERCIAL BUILDING Project Name: Jensen Park Bathroom Applicant Name: TerraVista NW Applicant Address: 3204 Smokey Point Drive, Suite 207 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Eric Scott Phone: 360.386.9997 Email: erics@terravistanw.com Scope of Work: Prefabricated bathroom bldg Valuation: 164000.00 Square Feet: 196 Number of Stories: 1 Construction Type: VB Occupancy Group: B; Business ID Code: Permit Issued: 09/17/2025 Permit Expires: 03/16/2026 Form Permit Type: COMMERCIAL BUILDING Status: ISSUED Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00875500099900 7801 Jensen Farm Ln Tract D ARLINGTON CITY 761 Parks-General OF Recreation Contractors Contractor Primary Contact Phone Address Contractor Type License License CTX Products Todd Weger 509-703-3384 6701 E Flamingo CONSTRUCTION Ave,#300 CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 08/11/2025 COMMERCIAL BUILDING Approved BUILDING Install and maintain erosion control measures per City of Arlington Standards and per the direction of the Inspector. Remove upon completion of the project prior to final COMMERCIAL Development Approved with 08/11/2025 approval of the permit. BUILDING Coordinate with Cascade Natural Gas on relocated Services Manager Conditions rectifier lead wire in same location as proposed water service line. 08/11/2025 COMMERCIAL No land use concerns. PLANNING Approved BUILDING 08/11/2025 COMMERCIAL No comments on building permit.KS&LT PW-ADMIN-GIS Approved BUILDING 08/11/2025 COMMERCIAL No comments for building permit.JW PW-SEW-REV Approved BUILDING 08/11/2025 COMMERCIAL No comments for building permit.Gus PW-WAT-REV Approved BUILDING Fees Fee Description Notes Amount Processing/Technology ($25.00) Building Permit Table 4-1 ($2,035.98) State Surcharge-Commercial Commercial Only ($25.00) Building Plan Review Table 4-2 ($1,323.39) Processing/Technology $25.00 Building Permit Table 4-1 $2,035.98 State-Refund $25.00 Building Plan Review Table 4-2 $1,323.39 Total $0.00 Attached Letters Date Letter Description 09/17/2025 Building Permit 08/11/2025 Web Form-Building Application Notes Date Note Created By: 02/02/2026 Expiration Notice sent LaNay Hendrick 10/07/2025 Fees waived by Council. Kristin Foster Uploaded Files Date File Name 09/18/2025 28335567-20250821 BLD6671 Approved Plans.pdf 09/18/2025 28335565-20250917 BLD6671 Issued Permit.pdf 08/11/2025 27749628-20250811 BLD6671 SitePlan.pdf 08/11/2025 27749629-20250811 BLD6671 StructuralCalcs.pdf 08/11/2025 27749630-20250811 BLD6671 Appliction.pdf 08/11/2025 27749631-20250811 BLD6671 EnergyCode.pdf