Loading...
HomeMy WebLinkAbout17216 51st Ave NE Ste 114_BLD5712_2026 i 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 0 City of Arlington Commercial Tenant Improvement Permit Application 0 Site Plan ❑✓ Architectural Plans ❑✓ Structural Plans ❑✓ Structural Calculations ❑ Mechanical System Modifications, (if applicable) ❑ Plumbing System Modifications, (if applicable) ❑ Project Specification Manuals, (if applicable) 0 WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ ❑ Special Inspection and Testing Agreement 0 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 S. 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: 0 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: ❑ Commercial ❑ Multi-Family ❑ Mixed-Use Property Address: 17216 51st Ave NE - Suite 114 Project Valuation: 754,250 Lot#: Parcel ID No.: 31052100400100 Subdivision: Project Scope of Work: 4,310 s,f,tenant improvement containing a will call area,training room,conference room,break area,server room,restrooms,5 private offices. IBC Construction Type: III-B IBC Occupancy Type: B, S-1 Building/Space Square Footage: 31,824 s.f. Number of Stories: 1 Square Footage Per Floor: 1st 31,824 s.p 2nd 3rd 4th 5th 6th Primary Contact: ❑ Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: Smartcap Arlington Airport Industrial Park QOZB, LLC Office No.: Email Address: brittney@thesmartcapgroup.com Cell No.: (206) 550-1538 Mailing Address: 8201 164th Ave. NE, Suite 110 City: Redmond State: WA Zip: 98052 Architect Name: Lance Mueller & Associates office No.: (206) 325-2553 Email Address: haroldc@imueller.com Cell No.: Mailing Address: 130 Lakeside, Suite 250 City: Seattle State: WA zip: 98122 Professional License Number: 2396 Expiration Date: 9-24-24 Engineer Name: Engineers Northwest Inc, P.S. Office No.: (206) 525-7560 Email Address: Joanneb@engineersnw.com Cell No.: Mailing Address: 19020 33rd Ave.W., Suite 530 City: Lynnwood State: WA Zip: 98036 Professional License Number: 33715 Expiration Date: 3-25-2024 Primary Contractor: Pivotal Construction Office No.: (206) 290-4478 Email Address: markm@pivotal-gc.com Cell No.: (206) 251-7403 Mailing Address: 8201 164th Ave. NE, Suite 110 City: Redmond State: WA zip: 98052 L&I Contractor License Number: SMARTCL81ONR Expiration Date: 8-19-2023 REV03.2022 Page 2 of 6 COMMERCIAL BUILDING MECHANICAL SYSTEM INFORMATION Type of Permit: ❑ 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 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: O 1/2" 0 S/s" O 3/4" 711 O 11/2 0 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 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>10013tu h x $ 25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu/h>3hp x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>10013tu h 3-15h x $ 15.00 = $ Boiler>50013tu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/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 <_100 Btu/h x $ 15.00 = $ Gas Fired AC >100 Btu/h x $ 25.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL BUILDING MECHANICAL PERMIT FEES (per unit) Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ 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: 0 Fixture specifications and equipment with locations. 0 Location and type of all backflow assemblies for each fixture. 0 Calculations for Grease Interceptor. 0 Pipe size and location of sanitary and potable water systems. 0 Riser diagram of waste,vent,and rain water systems,including sizes. 0 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 $ 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 15 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 1 hereby certify that I am the❑Owner,❑Applicant,❑Contractor, and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington.A final inspection and approval shall be obtained when complete. Brittney J Brandt Pom°=sMaa,°'°°°re °°°°°m° Britney Brandt 11/9/2023 Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 F R A N K L I N 625 Fourth Avenue FH 425 527-3324 Suite 202 FAX 425 827-6252 ENGINEERING Kirkland, WA 95053 natalieC�franklineng.com MECHANICAL CONSULTING November 7, 2023 ENVELOPE SUMMARY RE: NCS TI — Smartcap Building B 17212 51" Ave Arlington, WA Conversion of existing semi-heated warehouse to conditioned Office space. Project complies with 2018 WSEC, Commercial Provisions, using the Component Performance approach. Roof (Existing): R-38 minimum rigid insulation above roof deck. U=0.027, default Table All 02.2.6(1) Ceiling (Bathroom): Continuous metal joist, 16" oc with R-21 batt insulation. U=0.14 default Table A103.3.6.2 Wall (Mass, Opaque, Exterior, Floor to 9-6"): Concrete, min 6" thick, 3-1/2" metal studs, 24" oc with R-13 batt insulation, U=0.108, default Table A103.3.6.1(1) per footnote (c) to Table Al 03.3.7.1(4) Wall (Mass, Opaque, Exterior, 9'-6" AFF to Roof): Concrete, min. 6" thick, with continuous R-21 batt insulation on stickpins, U=0.045, default Table Al03.3.7.1(4) Wall (Metal, Opaque, Warehouse/Office & Bathroom): 6" metal studs, 16" oc with R- 21 batt insulation, plus R-5 continuous rigid, U=0.069, default Table A103.3.6.1(1) Floor Over (Existing): Metal joist with R-11 batt insulation, U=0.14, default Table A105.1(3) Slab on Grade (Existing): No Insulation, F=0.73, default Table A106.1 NCS TI Envelope Summary November 7, 2023 Page 2 Doors (Swinging, Opaque): Insulated metal, U=0.37, default Table Al07.1(1) Vertical Glazing (Existing, Fixed): Metal frame, NFRC certified assembly, U=0.38, SHGC=0.38 Vertical Glazing (New, Fixed, Relite): Metal frame, NFRC certified assembly, U=0.38, SHGC=exempt Vertical Glazing (New, Operable, Relite): Metal frame, NFRC certified assembly, U=0.40, SHGC=O.exempt Vertical Glazing (Existing, Entrance Door): Metal frame, NFRC certified assembly, U=0.60, SHGC=0.38 Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient. VT = Visible Transmittance. 11/7/23, 12:16 PM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 [ENVELOPE COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2,R3&R4 over 3 stories and all RI Administered by:02023 NEEA,All rights reserved Project Title NCS TI-2018 WSEC For Building Department Use: Date: Nov 07,2023 17212 51 st Ave Project Address Bldg B Project&Applicant Arlington,WA 98223 Information Applicant Name Harold Christensen-Lance Mueller&Assoc. Applicant Phone 253-325-2553 Applicant Email haroldc@hnueller.com For questions about this report,contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Office,Professional Services Building Cond.Floor Area 168,494 Type(s) Project Cond.Floor Area 4,009 Project Scope Tenant Spaces—First Build Out Space Conditioning Categories Fully Conditioned Floors Above Grade 1 Compliance Method Compliance Method 1-General Envelope Project Description Office TI Envelope Space Conditioning WWR/SRR Fenestration Compliance Compliance Scope Category Compliance Method per Category UA Calculation Adjustment Alternates Verification Scope and Method Tenant Spaces—First Build Out Fully Conditioned Component performance 27.20%/0% No Calculation Adjustments allowed No alternates selected COMPLIES Air Barrier Testing Air barrier testing included in project scope Air Barrier Comments t Tit NCS TI-2018 WSEC ate Nov 07,2023 Scope&Space Conditioning ANT SPACES—FIRST BUILD OUT-FULLY CONDITI Compliance Verification COMPLIES Window-to-wall Ratio 27.20% Skylight-to-roof-ratio 0% Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location in Documents Assembly ID Assembly Location Cavity Continuous 2nd Layer U-Factor Net Area(SF) (%penetration) (MB Roof) Insulation entirely above deck Rigid Above Deck Exterior R-38(<0.04%) U-0.027 4,009 U-Factor Source:WSEC Appendix A U-Factor Source Description:Table Al02.2.6(3) Is this assembly exterior or interior?:Exterior Joist or single rafter I Metal Joist-Bathroom Exterior R-21 R-0(<0.04%) U-0.14 287 U-Factor Source:WSEC Appendix A U-Factor Source Description:Table A103.3.6.2 Roof Framing Type(Standard,Advanced):Standard Roof Framing Material:Steel-framed Ceiling/Attic Venting:Vented Is this assembly exterior or interior?:Exterior Walls Location in Documents Assembly ID Assembly Locafion Cavity Continuous Insulated Wall U-Factor Net Area(SF) (%penetration) Furring Steel-framed-Commercial Mtl Fun:-Warehouse Exterior R-21 I R-5(<0.04%) U-0.069 3,570 U-Factor Source:WSEC Appendix A U-Factor Source Description:Table Al03.3.6.1(1) Framing Depth:2x6 Framing Spacing:16"oc Is this assembly exterior or interior?:Exterior Steel-framed-Commercial Mtl Furr-Bathroom Exterior R-21 R-5(<0.04%) U-0.069 298 U-Factor Source:WSEC Appendix A U-Factor Source Description:Table A103.3.6.1(1) Framing Depth:2x6 Framing Spacing:16"oc Is this assembly exterior or interior?:Exterior Mass(precast concrete)-Commercial I Cone+Mtl Furr Yes R-13 R-0(<0.04%) Yes U-0.108 950 https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE5GDUmZnZpPTE2JmNOaTOzMQ==&print=1 1/5 11/7/23, 12:16 PM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 Does assembly include wall furring?:Yes Wall Furring Material:Steel-frame Framing Depth:2x4 Framing Spacing:24"oc U-Factor Source:WSEC Appendix A U-Factor Source Description:Table Al03.3.6.1(1) Mass(precast concrete)-Commercial I Conc+Stickpin Yes I R-21(<0.04%) No U-0.045 3,067 Does assembly include wall furring?:No Framing Spacing: U-Factor Source:WSEC Appendix A U-Factor Source Description:Table A103.3.7.1(2) Floors and Edges Location in Documents Assembly ID Assembly Location Cavity Continuous U-Factor Net Area(SF) (%penetration) Steel-framing/joist I Soffit over entry Exterior R-11 I R-0(<0.04%) 1 U-0.11 178 U-Factor Source:WSEC Appendix A U-Factor Source Description:Table Al05.1(3) Framing Depth:2x4 Is this assembly exterior or interior?:Exterior Slab-on-grade Floors Location in Documents Assembly ID Assembly Location Slab Edge Under Slab F-Factor Perimeter :1 Length(SF) Unheated slab I Uninsulated Slab At grade level R-0 I R-0 F-0.73 347 Slab Insulation Method:Uninsulated slab F-Factor Source:WSEC Appendix A F-Factor Source Description:Table Al06.1 Fenestration&Opaque Door Assemblies Insulation R-Values Opaque Doors Location in Documents Assembly ID Assembly Location Door Insulation U-Factor Rough Opening(SF) Swinging I Man Doors Exterior I I U-0.37 84 What percentage of this opaque door is glazing?:50%or less U-Factor Source:WSEC Appendix A U-Factor Source Description:Table A107.1(4) Is this assembly exterior or interior?:Exterior Is this a public entrance door?:No Vertical Fenestration Location in Documents Assembly ID Assembly Location Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Fixed-Class AW or site built I NFRC Windows Exterior I PF<0.2 SHGC-0.38 U-0.38 627 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Exterior Fixed-Class AW or site built I NFRC Windows Exterior PF<0.2 SHGC-0.38 U-0.38 800 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Exterior Fixed-Class AW or site built I NFRC Relite Interior partition PF<0.2 SHGC-0.38 U-0.38 64 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Interior partition Operable-Class AW or site built I NFRC-Operable Relite Exterior PF<0.2 SHGC-0.38 U-0.40 40 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Exterior Glazed Doors Location in Documents Assembly ID Assembly Location Shading(PF) Fenestration Fenestration Rough SHGC U-Factor Opening(SF) Swinging entrance door I NFRC Mtl Entrance Exterior I PF<0.2 SHGC-0.38 U-0.60 21 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:Yes Door enclosed within a vestibule?:No vestibule Swinging entrance door I NFRC Mtl Entrance Exterior PF<0.2 SHGC-0.38 U-0.60 21 U-Factor&SHGC Source:NFRC Rating U-Factor Source Description: Is this assembly exterior or interior?:Exterior Is this a public entrance door?:Yes Door enclosed within a vestibule?:No vestibule https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 2/5 11/7/23, 12:16 PM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 Project TildNCS TI-2018 WSEC Date Nov 07,2023 U x A Calculation K - TENANT SPACES-FIRST BUILD OUT-FULLY CONDITIONED A COMPLIES L Opaque Envelope Assemblies PROPOSED TARGET Roof/Ceiling Roof/Ceiling Roof/Ceiling Assembly ID Assembly U- Net Area(SF) U x A Assembly U- Net Area(SF) U x A Factor Factor Insulation entirely above deck Rigid Above Deck 0.027 4,009.0 108.2 0.027 4,009.0 108.2 Joist or single rafter Metal Joist-Bathroom 0.14 287.0 40.2 0.027 287.0 (1) Wall Wall Walls Assembly ID Assembly U- Net Area(SF) U x A Assembly U- Net Area(SF) U x A factor factor Steel-framed-Commercial Mtl Furr-Warehouse 0.069 3,570.0 246.3 0.055 3,570.0.0 6.4 Steel-framed-Commercial Mtl Furr-Bathroom 0.069 298.0 20.6 0.055 298.0 16.4 Mass(precast concrete)-Commercial Conc+Mtl Furr 0.108 950.0 102.6 0.104 950.0 98.8 Mass(precast concrete)-Commercial Cone+Stickpin 0.045 3,067.0 138.0 0.104 3,067.0.0 19.0 Floor Floor Floors and Edges Assembly ID Assembly U- Net Area(SF) U x A Assembly U- Net Area(SF) U x A Factor Factor Steel-framing/joist Soffit over entry 0.11 178.0 19.6 0.029 178.0 (1) Slab on Grade Floors PROPOSED TARGET Slab-on-grade Floors Assembly ID F-Factor Perimeter Length U x A F-Factor Perimeter Length U x A (LF) (LF) Unheated slab Uninsulated Slab 0.73 347.0 253.3 0.54 347.0 (1) Fenestration and Opaque Door Assembliesnor PROPOSED TARGET Door Opaque Doors Assembly ID Assembly U- Rough Opening U x A Assembly U- Rough Opening U x A Factor (SF) Factor (SF) Swinging Man Doors 0.37 84.0 31.1 0.37 84. 31.1 Fenestration Rough Opening Fenestration Rough Opening Vertical Fenestration Assembly ID Assembly U- U x A Assembly U- U x A Factor (SF) Factor (SF) Fixed-Class AW or site built NFRC Windows 0.38 627.0 238.3 0.38 627..0 238.3 Fixed-Class AW or site built NFRC Windows 0.38 800.0 304.0 0.38 800..0 304.0 Fixed-Class AW or site built NFRC Relite 0.38 64.0 24.3 0.38 64. 24.3 Operable-Class AW or site built NFRC-Operable Relite 0.40 40.0 16.0 0.40 40. 16.0 Door Glazed Doors Assembly ID Assembly U- Rough Opening U x A Assembly U- Rough Opening U x A Factor (SF) Factor (SF) https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 3/5 11/7/23, 12:16 PM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE5ODUmZnZpPTE2JmNOaTOzMQ==&print=1 Swinging entrance door NFRC Mtl Entrance 0.60 21.0 12.6 0.60 21.012.6 Swinging entrance door NFRC Mtl Entrance 0.60 21.0 12.6 0.60 21.012.6 Proposed Area Proposed UxA Target Area Target UxA Project Totals 14,363 1,568 14,363 1,578 https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE5ODUmZnZpPTE2JmNOaTOzMQ==&print=1 4/5 11/7/23, 12:16 PM waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 Project TildNCS TI-2018 WSEC Date Nov 07,2023 SHGC x A Calculation TENANT SPACES-FIRST BUILD OUT-FULLY CONDITIONED COMPLIES ----a -JEMMEEMbL- 40 Fenestration and Opaque Door Assemblies PROPOSED TARGET Glazed Door Rough Opening Glazed Door Rough Opening Glazed Doors-North Facing Assembly ID PF SHGC (SF) SHGC x A SHGC (SF) SHGC x A Swinging entrance door NFRC Mtl Entrance PF<0.2 0.38 21.0 0.51 21 1)) ( Glazed Door Rough Opening Glazed Door Rough Opening Glazed Doors-South/East/West Facing Assembly ID PF SHGC (SF) SHGC x A SHGC (SF) SHGC x A Swinging entrance door NFRC Mtl Entrance PF<0.2 0.38 21.0 8.0 0.38 21. 8.0 Vertical Fenestration-North Facing Assembly ID PF Fenestration Rough Opening SHGC x A Fenestration Rough Opening SHGC x A SHGC (SF) SHGC (SF) Fixed-Class AW or site built NFRC Windows PF<0.2 0.38 627.0 238.3 0.51 627.0 (1) Vertical Fenestration-South/East/West Facing Assembly ID PF Fenestration Rough Opening SHGC x A Fenestration Rough Opening SHGC x A SHGC (SF) SHGC (SF) Fixed-Class AW or site built NFRC Windows PF<0.2 0.38 800.0 304.0 0.38 800.0 304.0 Fixed-Class AW or site built NFRC Relite PF<0.2 0.38 64.0 24.3 0.38 64. 24.3 Operable-Class AW or site built NFRC-Operable Relite PF<0.2 0.38 40.0 15.2 0.38 40. 15.2 Proposed Area Proposed SHGC x A Target Area Target SHGC x A Project Totals 1,573 598 1,573 682 https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MjE50DUmZnZpPTE2JmNOaTOzMQ==&print=1 5/5 SHELL PROJECT DATA LEGAL DESCRIPTION tl P __ _ - BP-BUSINESS P - Ar- ----- - _ _ SHIP 31 NORTH RANGE 5 EA treet � � y \� ZON NG DESIGNATION K THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST J. i PROTECTION DISTRICT SUBDISTRICT . '.•.: •. .:,-T; a---'-:. :•.'• ,'._'-�. _,� ,. ,--r-�=• W.M RTDESCRIBEDC AIONFOL FOLLOWS: _ AIRPORT P B '.�.. - - __ _ o SITE AREA:RO 379,365 S.F. /8.709 ACRES i - -- - - - � � ` a COMMENCING AT THE SOUTHEAST QUARTER OF SAID SECTION 21; TD / 1 1 t BUILDING SETBACK FROM ARTERIAL: 25 FEET THENCE NORTH 8T3427" WEST ALONG THE SOUTH LINE OF SAID wo w i 'A Iw w w w au�r FROM LOT BOUNDARY LINE OR ALLEY. nR s w I I t BUILDING SETBACK F 5 FEET SUBDIVISION A DISTANCE OF 55.03 FEET; THENCE NORTH 00'33'32" w w a w w ov /s \ HYDR __ HYD- 1 ', � � �-- � ---- - - ---- _ "_- I �� HEIGHT LIMITATION: 50 FEET EAST A DISTANCE OF 280.15 FEET TO THE POINT OF BEGINNING N 04 - - _ r- �� Rog MAXIMUM LOT COVERAGE: 100% ---- I---- THENCE CONTINUING NORTH 00'33'32" EAST A DISTANCE OF 557.21 _ 111 - FEET TO THE POINT OF A CURVATURE, THENCE 102.96 FEET ALONG z ------ o -- `___ ------ -- . - s o -- - - ---�- -- _ _ A TANGENT CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST, III - - - ° )1 BUILDING DATA HAVING A RADIUS 586.76 FEET AND CONSUMING A CENTRAL ANGLE OF 10'03 OS; THENCE NORTH 87'34 27" WEST A DISTANCE OF 1095.75 FEET; a CODES USED: 2018 IBC, IMC, UPC, IFC, THENCE SOUTH 02'25'32" WEST A DISTANCE OF 659.06 FEET; ° 2018 ICC ANSI 117.1 2012 ��•n�sa Ili � r THENCE SOUTH 87'34'27" EAST A DISTANCE OF 112625 FEET TO 168,494 S. Way WSNREC &CITY OF ARLINGTON THE POINT OF BEGINNING. \ ICI 'I MUNICIPAL CODE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I AREA OF WORK 3 � I Its i TYPE OF CONSTRUCTION: TYPE III-B, SPRINKLED ' (CONTAINING APPROXIMATELY 734,815 S,F, / 16.87 ACRES) r, THIS PERMIT OCCUPANCY GROUPS (ANTICIPATED): B, S-1 AND F-1 (NCS, NUMBER OF STORIES: 1 TAX PARCEL NUMBER: 31 0521 004001 00 n o N I" \I>! J INC.)I>!l. 3 ° BUILDING SETBACK FROM ARTERIAL PROVIDED: 79'-10" + Q o �. BUILDING SETBACK FROM LOT BOUNDARY LINE PROVIDED: 87'-0" VICINITY MAP __ _ - - - - - ---- ------ --- - ------------- ---- BUILDING HEIGHT(MAXIMUM): 32-10 - ---------------- _ ----__--_O----- --------- ay i MAX UM: ITT '♦-♦° �'�_n Q °♦ ♦° M�AA` °� _° _��- °* -�g-��-° -�6 _�a -* _� g[S ,l ' I a LOT COVERAGE * (IMPERVIOUS SURFACE): 283,069 S.F. (39%) w♦ � 31 II I \ * EXCLUDES EXISTING BUILDING A A----- ----- ------- ---------- --- ---- ----------- - - - _ --- .`. ALLOWABLE FLOOR AREA: UNLIMITED w� I _. -------- - - -- �� ` FIRE HM FIRE HYDRN FIRE HMRPM I SITE sN ALLOWABLE AREA CALCULATION ___ ____ - w--_ _\__ o I li I�.; PER BC 503.1.2,TWO OR MORE BUILDINGS N THE SAME LOT SHALL B ww 3 2, 0 E T E _ `t; CONSIDERED AS PORTIONS OF ONE BUILDING. BUILDING A AND BUILDING - o w ss w ss w ss s ssw ss ss • w s a ss w w w w w w LU ` B TO BE UNLIMITED AREA BUILDING(S) PER I.B.C. 507.4,SPRINKLED ONE nAiumGtt - ss ss ss s ssss ss ��ss ss s STORY BUILDING SEPARATED BY YARDS 60'OR GREATER. Ai . \ _ _ .--_ _ ------- a --__-- --- _-�}------�-_--- s -_- _ ----_-__ --®__-- 000 dam'.:. I w v - Kv-v-'Z BUILDING AREA: 0 PROPOSED BUILDING B AREA (FOOTPRINT) 168,494 S.F. E 11 I TOTAL BUILDING B AREA 168,494 S.F. I � REQUIRED PARKING: north BUILDING B: p FUTURE OFFICE (ASSUME 15%): 63 STALLS = FUTURE MANUFACTURING (ASSUME 25%): 56 STALLS N FUTURE WAREHOUSE (ASSUME 60%): 51 STALLS aeu1e�, TOTAL PARKING REQUIRED FOR BUILDING B: 170 STALLS 3 SITE-PLAN PROVIDED B�LDNGRAIN(EXISTING): PROJECT ADDRESS STANDARD 270 STALLS 17216 51ST AVENUE NE.,ARLINGTON,WA 98223 PLAN LEGEND GENERAL NOTES ACCESSIBLE 7 STALLS TOTAL PARKING PROVIDED BUILDING A: 277 STALLS ;..4 ® GLASS(SECTION) DETAIL DEFERRED SUBMITTAL EXISTING WALL(SHADED) � DETAILS 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND BUILDING B (PROPOSED): ,My NEW INTERIOR WALL PER PLANS GYPSUM WALL BOARD A1.2 SHEET LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION STANDARD 271 STALLS ELECTRICAL PERMIT ?-1 CAULKING/SEALANT OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PwMBINc PERMIT NUMBER COMPACT 5 STALLS MECHANICAL PERMIT PERMIT PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO T^ L PLYWOOD PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. ACCESSIBLE 7 STALLS FIRE SPRINKLER PERMIT Vl III-III- EARTH FIRE ALARM PERMIT REVISIONS SIGN PERMIT a 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND TOTAL PARKING PROVIDED BUILDING B: 283 STALLS - RIGID INSULATION _ WALL TYPES RACKING/SHELVING OVER 5•-9" MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY TOTAL PARKING PROVIDED BUILDING A& B: 560 STALLS � INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY O � GRAVEL/ROCK MATT INSULATION ---- SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH BUILDING TO BE SEMI HEATED SPACE. SEE ENERGY ANALYSIS BY METAL 2 I ENLARGED EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE FRANKLIN ENGINEERING. BIDDER DESIGN GAS HEAT TO BE DESIGNED FOR PROJECT TEAM c A1.2 PLANS/DETAILS BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN SEMI-HEATED SPACE(8/BTU/S.F.) FOR ENTIRE BUILDING AND DEVELOPER APPLICANT: SMARTCAP ARLINGTON AIRPORT INDUSTRIAL PARK QOZB,LLC CONCRETE tot DOOR NUMBER (E=EXISTING) _--_ COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS ELECTRICAL/SPRINKLER ROOM. ROOF TO HAVE MINIMUM R-38 RIGID / U ^ AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR INSULATION OVER ENTIRE ROOF AREA. 8201 164TH AVE.NE,SUITE 110 WINDOW TYPE •I CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE REDMOND,WA.98052 p I� Q d WOOD FRAMING ❑A I NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR STORAGE CLEAR HEIGHT(INTERIOR): 24' FEET HIGH (206)619-4472 COLUMNS OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT CONTACT: KELLANNE HENRY BLOCKING OR SHIM ONUMBER ELEVATION A GRID LINES DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EMAIL: KELLANNE®THESMARTCAPGROUP.COM INTERIOR EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL GLASS(ELEVATION) ARCHITECT: LANCE MUELLER&ASSOCIATES SHEETELEVATION OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT*(OR) T TEMPERED GLASS FOR REVIEW AND APPROVAL. T.I. PROJECT DATA SE LAKESIDE, SUITE#250 S206) ,WA.98122 m 3. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR (206) 325-2553 FAX(206)328-0554 f�-� PLUMBING FIXTURE CALCULATIONS WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS CONTACT: HAROLD CHRISTENSEN r� OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND CODES USED: 2018 I.B.C.(WSA),I.F.C.,I.M.C.,U.P.C.AND ICC/ANSI A117.1 AND WSEC. EMAIL: HAROLDCOLMUELLER.COM N N Q N TENANT AREA: OCCUPANT LOAD: ELECTRICAL SERVICES. STRUCTURAL: Z W ut OCCUPANCY GROUP: B,S-1 ENGINEERS NORTHWEST INC.P.S. O N B - OFFICE: 3,500 S.F. B - OFFICE: 3,500 S.F./15O=23.33 OCCUPANTS 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD TENANT AREA: 19020 33RD AVE.W.,SUITE 530 - N B - TRAINING: 810 S.F. B - TRAINING: 810 S.F./2O=40.5 OCCUPANTS OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. B-OFFICE: 3,500 S.F. LYNNWOOD,WA.98036 < Q m S-1 - WAREHOUSE: 27,514 S.F. S-1 - WAREHOUSE: 27,514 S.F./5OO=55.02 OCCUPANTS (206) 525-7560 FAX(206)522-6698 -A _ TOTAL TENANT AREA 31,824 S.F. TOTAL OCCUPANTS 118.85 OR 119 OCCUPANTS 5. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO B-TRAINING: 810 S.F. CONTACT: JOANNE BAYUGA U Q o WATER CLOSET CALCULATIONS SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. S-1 -STORAGE: 27,514 S.F. EMAIL: JOANNEB®ENGINEERSNW.COM (, N J 6. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND OCCUPANT LOAD: CONTRACTOR: PIVOTAL CONSTRUC710N Q N USE LOAD AREA PER OCCUPANT TOTAL MIN. REQUIRED WC PERCENTAGE NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND B-OFFICE: 3,500 S.F./150=23.33 OCCUPANTS 164TH AVE.SE,SUITE 110S 98052 WA U N N TABLE 1004.1.2 (RATIO) OCCUPANTS PLUMBING FIXTURES REFER TO IBC COMMENTARY PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL g-TRAINING: 810 S.F./20=40.5 OCCUPANTS (206) REDMOND,ND,WA TABLE 2902.1 SAMPLE PROBLEMS PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL ( ) 78 U' SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. S-1-STORAGE: 27,514 S.F./500=55.02 OCCUPANTS CONTACT: MARK MCGARY 1 PER 25 FOR EMAIL: MARKM6PIVOTAL-GC.COM Z F Q B (BUSINESS) 3,500 S.F. 150 GROSS 23.33 11.6 MALE/ 11.6 FEMALE 0.46 MALE, 0.46 FEMALE TOTAL OCCUPANT LOAD: 118.85 OR 119 OCCUPANTS m 3 FIRST 50 7. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND TENANT: NOS,INC. w 1 PER 25 FOR NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE PARKING REQUIRED: U B (TRAINING) 810 S.F. 20 GROSS 40.5 20.25 MALE/20.25 FEMALE 0.81 MALE, 0.81 FEMALE DRAWINGS. FIRST 50 OFFICE(1/400 S.F.) 4,310/400=10.77 STALLS J Q 8. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WAREHOUSE(1/1,200 S.F.) 27514/1,200=22.9 STALLS W W w S (STORAGE) 27,514 S.F. 500 GROSS 55.02 27,51 MALE/27.51 FEMALE 1 PER 100 0.27 MALE, 0.27 FEMALE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND TOTAL PARKING REQUIRED THIS TENANT: 33.67 OR 34 STALLS J ul APPROVALS. MALE - 0.46 + 0.81 + 0.27 = 1.54 OR 2 REQUIRED DRAWING INDEX a � m 9. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE FEMALE - 0.46 + 0.81 + 0.27 = 1.54 OR 2 REQUIRED OFFICE AREAS TO BE CONDITIONED SPACE.WAREHOUSE AREA TO REMAIN W SEE ENERGY ANALYSIS BY FRANKLIN ENGINEERING. w ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND SEMI HEATED SPACE. w ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY ARCHITECTURAL: - 2 MALE AND 2 FEMALE WC REQUIRED W >< OTHERS. TALL SITE PLAN,COVER SHEET AND PLUMBING CALCULATIONS LAVATORY CALCULATIONS 4 UNISEX WC PROVIDED AND a URINALS = I m TA2.0 TENANT PREMISE PLAN,ENLARGED PLANS 10. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S & OWNER APPROVAL TA2.1 INTERIOR ELEVATIONS,DETAILS N M USE LOAD AREA PER OCCUPANT TOTAL MIN. REQUIRED LAV. PERCENTAGE SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE W w TABLE 1004.1.2 (RATIO) OCCUPANTS PLUMBING FIXTURES REFER TO IBC COMMENTARY AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS AND FIRE EXTINGUISHERS. TA3.0 REFLECTED CEILING PUN,DETAILS o TABLE 2902.1 SAMPLE PROBLEMS TA4.0 WALL SECTIONS [] U w 11. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF FACT WALL SECTIONS W Y B (BUSINESS) 3.500 S.F. 150 GROSS 23.33 11.6 MALE/ 11.6 FEMALE 1 PER 40 FOR 0.29 MALE, 0.29 FEMALE MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TA5.0 SCHEDULES,DETAILS Z FIRST 60 TENANT. PROJECT DESCRIPTION o Q U B (TRAINING) 810 S.F. 20 GROSS 40.5 20.25 MALE/ 20.25 FEMALE 1 PER 40 FOR 0.50 MALE, 0.50 FEMALE STRUCTURAL: FIRST 80 12. BUILDING HAS BEEN DESIGNED AS SEMI-HEATED SPACE. SEE ENERGY CONSTRUCT 4,310 S.F.OFFICE AREA WITH TRAINING ROOM,BREAK ROOM,CONFERENCE ROOM, CALCULATION BY FRANKLIN ENGINEERING FOR CONDITIONED TENANT OFFICE SPACE. RESTROOMS,OPEN OFFICE AREA,AND PRIVATE OFFICES FOR NOS,INC.(NATIONAL CARWASH 50.1 GENERAL NOTES Z Sheel. S (STORAGE) 27,514 S.F. 500 GROSS 55.02 27.51 MALE/27.51 FEMALE 1 PER 100 0.275 MALE, 0.275 FEMALE SOLUTIONS). 50.2 SPECIAL INSPECTIONS Q i1 1 1 1 1 113. PLUMBING AND ELECTRICAL SYSTEM IS BIDDER DESIGN. SIG OVERALL PUN J M MALE - 0.29 + 0.50 + 0.275 = 1.065 OR 2 REQUIRED 51.1 ENLARGED OFFICE FRAMING PUN P FEMALE - 0.29 + 0.50 + 0.275 = 1.065 OR 2 REQUIRED 52.1 LIGHT GAUGE FRAMING SECTIONS LAN TA 1 a� 4 UNISEX LAVATORIES PROVIDED DRINKING FOUNTAIN REQUIRED FOR OCCUPANT LOADS OVER 30 PER I.B.C. 2902.5.1. (1) REQUIRED, (2) PROVIDED. (./) TLF� T T 4 1 2 r r � v 28-6 1/8" 14'-0" 9'-5 3/8" 10'-5" 11'-7 3/8" 13'-0 1/4" o -------------------- ri 5'-0" 62•_6" 54'-0" 54'-0" ________________________________________ •;�', F F F r__ __________________ i i I ; 'mod L' 103 H 104 H 105 N N i i i it ; ; ;�CIJNFEREI>?C� H 106 0 A _ o ` r------ --- '' B WALL ¢ 103 104 105 106 J OFFICE OFFICE OFFICE 120 100 - -- 102 H H GgNF R'NCE 103 104 105 1i H -= � m `-----' d 1026 106 12p M OPEN SUPPLfES �j f - WILL OFFICE H A 01 I � I tos toa ms tos ' F.E.C. 20 100 - - 1pp O O 15 101A O O O e•n O TYP.OF TA2.1 � C C TA2.COPY ❑ ❑ i OPEN SUPPLfES i (� J ❑A (2) 108 D i 107 I 101 i O 101A 109 p 1016 n B A❑ as © © r = = 0A -�-s;'V"-'t--o;L->'-ti-1;L-J-'C--'�• 109 108 SERVICE o 3 109 ❑ ❑ O O v0A ISEX NISE ___ 124 �j; F� SNACK -- COUNTER COUNTER ISEX UNIS E UNISEX UNISEX J - TRAINING y TRAINING F F w b _i 110 r ❑ ❑ _ -- 11C 1�l• J 122 123 Fti 810 S.F./20 122 123 g< r�, ---_""III 40.5 OCCUPANTS d F.E.C. 1 EXIT REQUIRED, 11 F * �� �. © A - 2 PROVIDED. ^" j _`,. 1� (TRAINING PERSONNEL J H ❑ `- 1 _ TO USE CAR WASH C EQUIPMENT) LJ LOB ❑D NOTE BREAK nz LOCKER z 1. PROVIDE 2A-10 B FIRE EXTINGUISHERS Ell J 14 121 24'•-5 1/8" 6'-8 1/2' - DISTANOCESLOCATION PER FIRE MARSHAL. 113 PROVIDE (2) IN OFFICE AREA. EXISTING FIRE HA BEtta O o C BREAK 112 Lo 21cKER EXTINGUISHERS TO REMAIN IN WAREHOUSE 0 us ve H C 1115 1116 113A HAL3L . B❑ H 114 H 113B north - - - - - - - - - - - - - - - - - - - - - - - - 115 116 D 14 SIM. _ TA2. 15'-0" 15-8 1/8" F F6 T1^ m 115 H I P COLUMN TO D l 0) WAREHOUSE G tAccS. - - - - - - - - - - - - - - 120 - 9 ENLARGE6 OFFICE PLAN 0I Scale: 1/8"=1'-O" Y N EXISTING FULL HEIGHT DEMISING WALL. 0 o Q s 213) 2'-2" 7------------------- ---------------�-TAz.• 1 9 TA2. ;4 O L,. ;I IIi 1'' 09 08 p Q Q , j� „ m, U � � o S --- s ;S a �--� Q 7 5 ,1 0 7 5 SERVICE, f o NISEX ISEX D 2' 0" - _ - � C C , __ __-; _ -- - - - - - - - - - ,,1, i ;; COUNTER _________ _______ C C co � U OUTLET �j SNACK ` f COUNTER - ___ 111 ;T-7 3/8'�j.1/4" 7'-7 3/F, , _ t-I------' ---' ; rn m 12 16 - N 1',1 TA2 3• 1$TA2.17• I- N T G 9 - 4 110 ---- - _ _________ N s , o I 120 _ � to COUNTER 0 OUTLET N N 1n N (!l m Z _ Q F Ld LLJ E =- POWER AND DATA FOR --_- W W u1 O O O O O O t2 O WALL MOUNT N., i /y i � �� _ �" s� j COORDINATE HEIGHT .------ WITH TENANT. ------- J N Z CW N N 0000 � 00 o ' W ,__________. 1n Lu o F $-0 9 0 1 -Ot' O LOCKERS BY TENANT. room N Q north z _ ----------- w>--- t2o O � >--<_z�, 10 w W o Y ;"c z w LL , / __0 3/32.-1t 5'-4" 10'-8" 1'-4" 32'-0" Cl- sheet �....... . _-. ,.. Z 6 TENANT PREMISE PLAN ESTROOMS 9 ENLARGED PLAN AT BREAK R W TA2.0 Scale: 3/32"=1'-0" Scale: 1/4"=1'-O" t— 39"-41 39"-41 INTERIOR ELEVATION KEYNOTES BOTTOM EDGE OF NOTE: ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. THE REFLECTING CHAPTER 11,WAG 51-50 AND ADA GUIDELINES TYPICAL 36 54" MIN. 54" MIN. �1 PAPER TOWEL DISPENSER(BOBRICK 8262). $ (TYPICAL) MIN. 1 1/2"GRAB SURFACE BARS EA. SIDE (2 FEMININE HYGIENE DISPENSER(B-3500-25). 24" 12^ SEAT COVER 12" 42" 12" 42' MIN. MI DISPENSER MAX MIN. MIN. OF STALL 03 FEMININE HYGIENE DISPOSAL(BOBRICK B-354J. 1 1/2" �z - �z - ®1 1/2"DIA STAINLESS STEEL GAB BARS(BOBRICK 88800 SERIES). GAB BAR N� �� QS SEAT COVER DISPENSER(BOBRICK B-301). a f f ©SOAP DISPENSER(BOBRICK 8-822). ��1Y 1 o, a m TOILET PAPER 07 GLASS MIRROR S.S.FRAME(BOBRICK B-209-2436). U ii i"' o DISPENSER �i m �i ®PLASTIC LAMINATE WAINSCOT. 'i TOILET PAPER DISPENSER(BOBRICK B-2888). 4"RUBBER BASE o 16"-18" 7"-9" 7"-9" 11 PLASTIC LAMINATE COUNTER WITH KNEE BRACES.SEE 18/TA2.1. WALL HUNG PAPER FEMININE BROOM/ TOILET FEMININE TOILET SEAT H.C.ACCESS f �Y--�4` 10 WALL HUNG ADA LAVATORY WITH PRE-DRILLED HOLE FOR SOAP DISPENSER. LAVATORY TOWEL HYGIENE MOP PAPER DISPOSAL COVER URINAL WHEELCHAIR WHEELCHAIR AMBULATORY a W/ MIRROR DISPENSER DISPENSER HOLDER DISPENSER DISPENSER ACCESSIBLE ACCESSIBLE ACCESSIBLE 13 HIGH-LOW ACCESSIBLE WATER COOLER.(ELKAY LZSTLSW'SLP OR APPROVED). a COMPARTMENTS COMPARTMENTS COMPARTMENTS 14 6"INTEGRAL COVE SHEET VINYL BASE ©ADA FLOOR MOUNTED WATER CLOSET - TYPICAL RESTROOM FIXTURE MOUNTING DIMENSIONS ,6 ADA URINAL 5 WING WALLS EACH SIDE OF DRINKING FOUNTAIN: Scale: 1/4"=1'-0" ig 5/8"TYPE"X"ON 3 5/8"METAL STUDS TO 5'-4"A.F.F. TA2.1 a WHITE PLUMBING HEAT PROTECTION WRAP. 19 FAUCET W/HOSE AND PALE HOOK. ®FLOOR MOUNT MOP SINK 2D 30"WIDE UTILITY SINK WITH FAUCET 8 8 8 8 8 8 7 8 ®BROOM/MOP HOLDER(BOBRICK B-224). n `� 3 ®LIGHT FIXTURE PER ELECTRICAL M c i-2o 5 y 4 6 11 ®PLASTIC LAMINATE BASE CABINET W/COUNTER,SINK 4 AND 4"BACKSPLASH. 4 1 16 9 1 5 ®PLASTIC LAMINATE BASE CABINET W/DRAWER, ADJUSTABLE SHELF COUNTER AND 4"BACKSPLASH. _ 9 6 3 9 i6 ®PLASTIC LAMINATE UPPER CABINET W/SHELVES. N - 18 5 18 3 10 - ©PLASTIC LAMINATE UPPER CABINET W/MICROWAVE SHELF. w s3 a 15 4 4 14 6 4 4 5 14 NOTL-� #-� E:WVB-1/4"WATERLINE TO WATER VALVE BOX RECESSED IN WALL FOR COFFEE gN OR ICE MAKER. TYPICAL OF(2)THIS TENANT IMPROVEMENT. 1 UNISEX 108 WEST 2 UNISEX 10B NORTH 3 UNISEX 108 EAST 4 UNISEX 1oB SOUTH 5 UNISEX 109 WEST 6 UNISEX 1os NORTH 7 UNISEX 1os EAST $ UNISEX 1os SOUTH 9 SNACK COUNTER 111 EAST T7 s TA2.1 TA2.1 WING WALL 7•_7y" 8 7 8 8 8 8 4'-O" O. VENDING REFER (NLCE) MI / 4 1 4 17 19 1 (T.F.T.I.) (T.F.C.I.) B 9In 6 1 pn 1 9 �? W - - - - 4 3 y--I o 5 1 1 10 18 14 1 u 4 14 14 15 4 10 10 10 BREAK=NORTH 11 UNISEX 122 WEST 12 UNISEX 122 NORTH 13 UNISEX 122 EAST 1 4 UNISEX i22 SOUTH 15UNISEX 123 WEST 1 6 UNISEX 123 NORTH 17 UNISEX 123 EAST 18 UNISEX 123 SOUTH 19 SERVICE 124 I WEST 20SERVICE t2a NORTH Co 6 INTERIOR ELEVATIONS Scale: 1/4"=1'-0" m Y EXISTING CONCRETE PANEL � C/L WALL& MULLION. a v VERTICAL MULLION AT FACE OF WALL TO ALIGN STOREFRONT W/ SIDE OF MULLION O A N AT SIM. DETAIL h�l ALUM. EXPANDED C ACOUSTICAL MULLION TO WALL PER PLAN N MATCH EXISTING E STOREFRONT MAKE NO .050 ALUM. BREAK PHYSICAL CONNECTION SHAPE TO MATCH O 1� Q- TO STOREFRONT 5 EXISTING STOREFRONT Q ^ /1I Q T�1 NOTE: NO PVC EDGE BANDING. ALL WINDOW SILL PER MAKE NO PHYSICAL Q ECONNECTION TO EDGES TO BE PLASTIC LAMINATE A P, 19/TA2.1 STOREFRONT b 13 5/8" MATCHING ADJACENT SURFACE. r , TYPICAL ALL CASEWORK. C v WINDOW SILL PER NOTE: PROVIDE BLOCKING AT ALL 19/TA2.1 EXISTING r� WALLS TO RECEIVE CABINETS. 1"DBL. FACED GLAZING STOREFRONT ~ V1 COORDINATE WITH CABINET - PLASTIC LAMINATE UPPER CABINET. TAPE MANUFACTURER. TYP. _ _ W/2 ADJUSTABLE SHELVES. ALL 5/8"TYPE "X"GWB m INTERIOR SURFACES TO BE FINISHED GLUED TO EXISTING 1"DBL. FACED GLAZING .050 ALUM. BREAK Q N PLASTIC LAMINATE UPPER CABINET. - W/WHITE MELAMINE COLUMN TAPE SHAPE TO MATCH W [Nxt ALL INTERIOR SURFACES TO BE EXISTING STOREFRONT L WALL PER PLAN MAKE NO PHYSICAL FINISHED W/WHITE MELAMINE = VERTICAL MULLION AT ro CONNECTION TO Q m MICROWAVE 4"WIRE PULL TYP. _N = -_ ------- C/L WALL& MULLION STOREFRONT WALL PER PLAN J STOREFRONT Q (N.LC.) COORDINATE DEDICATED ELECTRICAL - U OUTLET AT MICRO SHELF. _ = 4"WIRE PULL TYR. COLUMN AT MULLION WALL AT MULLION WALL AT MULLION 18 PLASTIC LAMINATE MICROWAVE - - SHELF - 3 Scale: 3"=1'-0" 4 Scale: 3"=1'-0" Scale: 3"=1'-0" t1 N 03 D1 N PLASTIC LAMINATE COUNTER 3 EXISTING 2"x 4 N Q Q PROVIDE GOOSE 4y" 1/q 1/2"THERMALLY J 3 _ PLASTIC LAMINATE NECK FAUCET TOP W/4" BACKSPLASH. BROKEN ANODIZED BACKSPLASH ALUMINUM WINDOW Q � � � q-1PLASTIC LAMINATE SYSTEM W/ 2'-1" COUNTER TOP W/ 6" INSULATED TINTED WALL TYPE PER PLANS LLI Q BACKSPLASH WHERE 2-0 GLASS � W W N COUNTER DROPS FOR LINE OF PANEL SINK BASE. PROVIDE CONTINUOUS J ' BEYOND CAULK BEAD BETWEEN " J N PLASTIC LAMINATE FALSE DRAWER FRONT WIDOW FRAME AND N 3 DRAWER 4"WIRE PULL (TYP.) 8 1 1 3 SILL. ZW w1x WOODSILLPIECE. 0_ 4" WIRE PULL (TYP.) -DIM. POINT EASE EDGES. PAINT C N- PLASTIC LAMINATE KNEE -- PLASTIC LAMINATE BRACE. QUANTITY PER BLOCKINGED WOOD ,( > W BASE CABINET W 1 0 o INTERIOR ELEVATIONS.ADJUSTABLE SHELF T TCn FOR UNDERSTO AGE(NO AREA N METAL 6STUDS®24" J U U w SHELF) O.C.W/5/8"TYPE W Z BASE PER SCHEDULE EXISTING a 5" "X"GWB W/R-15 Q ❑ BASE PER FINISH BASE PER FINISH J Q m SCHEDULE SCHEDULE TILT-UP a BATT INSULATION CONCRETE SEMI-RECESSED PANEL. 2A 10 BC FIRE EXTINGUISHER FIRE EXTINGUISHER 0 Sheet CABINET �n P BASE CAB. W/ SHELF, DRAWERS, UPR. CAB. W/ MICRO, SHELF BASE CAB. W/SINK, UPPER CAB. W/ SHELVES SNACK COUNTER WINDOW SILL FIRE EXTINGUISHER CABINET Z TA2.1 16 Scale: 1"=1'-0" 17 Scale: 1"=1'-0" 18 Scale: 1"=1'-0" '9 Scale: 3"=1'-0" 20 Scale: 3"=1'-0" 8 9 CEILING / LIGHTING SYMBOLS & LEGEND i 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING F,43 O� SEISMIC 2' X 4' LAY IN LED LIGHT FIXTURE ��xi �Q #12 HANGER WIRE TYP. SEPARATION JOINT 2' X 2' LAY IN LED LIGHT FIXTURE tL, LED RECESSED CAN LIGHT FIXTURE o 0 A - - •-z. - - LED LIGHT BAR ABOVE LAVATORY - H 0 ¢ - ° FIC 05 EXHAUST FAN ONFERE, 10 u; °O - Exlr LIGHTED EXIT SIGN WITH EMERGENCY LIGHTING o •0 0 WITH BATTERY BACK-UP v A TIGHT LOOP THROUGH NOTE HANGER HOLE & . PROVIDE EMERGENCY EXIT PATHWAY LIGHTING TO m THREE TIGHT TURNS COMPLY WITH I.B.C. SECTION 1008. u� 0 WITHIN 3" ® OPEN ® 0 I "I a PLfES NOTE: LIGHTING SHOWN FOR GENERAL DESIGN INTENT. 0 (TOP TO BOTTOM) Q ^� • FFICE 07 ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING POWER ° ° �n N °° ® w ® ABUDGET AND FINAL DESIGN TO CITY OF ARLINGTON. (UNDER a SEPARATE PERMIT) NOTE EMERGENCY LIGHTING IS REQUIRED OUTSIDE OF EACH CROSS TEE MAIN CE R LIN d PER ASTM C635-6 BEAM PER ASTM C635 6 EXIT, IN RESTROOMS,AND OFFICES.ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED-SUBJECT TO FIELD INSPECTION. 5 E CEILING INSTALLATION REQUIREMENTS w J= SERVIC N ® ® l 124 �� •SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636.IN THE ABSENCE OF AN oL ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR N0.12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO 5G NACK -- EXHAUST FAN STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE NT R F UNI EX UNSEX 111 i ABOVE EACH MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING TOILET OFFICIAL. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A TRAINING I POINT NOT TO EXCEED 6 FEET FROM WALLS.VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS 110 REQUIREMENTS.UGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO LED RECESSED CAN BUILDING STRUCTURE BY AT LEAST 2 NO.12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID,AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE LIGHT FIXTURE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEIUNG SUSPENSION SYSTEM. LED LIGHT BAR I �'__' FIXTURE •MINIMUM 1"WIDE WALL MOLDING. 2'x4' LAY IN LED •GRID MUST BE ATTACHED TO TWO ADJACENT WALLS-OPPOSITE WALL MUST HAVE 3/4"CLEARANCE. LIGHT FIXTURE •ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. ® ® ® •PERIMETER SUPPORT WIRES MUST BE WITHIN 8"OF CEILING EDGE. •PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. HA •CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. H QUALS SOUND •CEILING AREAS OVER$500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. -- - ---- INSULATION ABOVE CEILING. •CEILINGS WITHOUT RIGID BRACING MUST HAVE 2"OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. SEE WALL TYPE J. •CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. BREAK ilxa -i LOCKER •CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. _1 121 •SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. -"' - 21x2' LAY IN LED •IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE,CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS LL LIGHT FIXTURE DESCRIBED IN I.B.C.SECTION 104.11 TO LOCAL BUILDING OFFICIAL. m w j3.. NOTE REFER TO STRUCTURAL DETAIL 1/50.1 FOR LATERAL SUPPORT OVER 8'-6" 0) I SEISMIC BRACE AT SUSPENDED CEILING �_ 9 Scale: N.T.S. Z3 m 115 �116 Y C PROVIDE ARMSTRONG BERC 2 CLIP om o c 13) c WALL EDGE MOLDING •4 8 (,� O � F-�// Q PROVIDE ARMSTRONG © V1 O O STABILIZER BAR SYSTEM TO KEEP BERC 2 CLIP PERIMETER COMPONENTS FROM co C SPREADING APART®UNATTACHED C WALLS ONLY o r-� north N Q m CROSS TEE W N PER ASTM C635-6 - N U N n REFLECTED CEILING PLAN n SUSPENDED CEILING BRACE AT PERIMETER cn 0 Scale: 1/8"=1'-0" Scale: N.T.S. J N W N �— N m #12 PERIMETER HANGER WIRE W ,1�,y( F 3 IF HANGER WIRE IS OUT ANCHORED TO STRUCTURE 'SJ w OF PLUMB GREATER THAN 1:6 ABOVE C EACH MAIN BEAM 4-WAY SEISMIC EXPANSION JOINT [] F COUNTER SPLAY PER ASTM C636 OR CROSS TEE CLIP(HATCHED) ry Q s STABILIZER BAR SYSTEM TO Z LL w KEEP PERIMETER Q W W rn COMPONENTS FROM ONE SIDE OF SLICE CAP CRIMPED TO _j J SPREADING APART 0 ALLOW MOVEMENT ONLY ON OPPOSITE 0- J F N UNATTACHED WALLS ONLY END W N a MAX. 8" 0 ] _ F TIGHT LOOP THROUGH HANGER x HOLE&THREE TIGHT TURNS FASTENER IN SLOTTED Z 7 WALL WHICH PENETRATES WITHIN 3"(TOP TO BOTTOM) FASTENER POCKET TO ALLOW CC rn CEILING GRID PER ASTM C636 MOVEMENT J L 2 0 MAIN BEAM OR CROSS TEE MAIN TEE w W o WALL EDGE MOLDING CEILING GRID U LJ W N w IN. 3/4" Z J UN-ATTACHED WALLS CROSS TEE TEE-FACE SLEEVE 0 w o IN. 1" 1"GAP BETWEEN FIELD J Q m CUT MAIN TEE U LLI sheet i J W TITLE SEISMIC SEPARATION JOINT TA3.0 19 Scale: 3'=1'—O" 20 Scale: 3'=1'—O" R-21 BATT INSULATION ABOVE TO HAVE WHITE VAPOR BARRIER H w/MAX.FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 450.TYP.ABOVE WALL FURRING. EXISTING CONC. PANEL METAL STUD FRAMING W/ a TYPE"X"GWB/W R-13 BATT INSULATION PROVIDE CONTINUOUS C, CAULK BEAD BETWEEN WIDOW FRAME AND d GWB. a n DIM. POINT SUSPENDED ACOUST. SEALANT CEILING GRID&TILE EXISTING ANODIZED LINE OF ALUMINUM WINDOW PANEL BEYOND SYSTEM W/ 1" RI R RI INSULATED GLASS. TOP OF PLATE TOP OF PLATE 5 HEAD AT STOREFRONT ENTRY Scale: 1 1/2"=1'-0" a w w� TOP OF PLATE L° 5' B.O. REVEAL B.O. REVEAL ,a C.L. REVEAL CONCRETE REVEAL 'a CONCRETE REVEAL ° PACK VOID AT TOP OF PACK VOID AT TOP OF ° FULL HEIGHT WALL WITH FULL HEIGHT WALL WITH ROCKWOOL (WIDTH OF ROCKWOOL (WIDTH OF TILT-UP CONCRETE WALL, RIGID INSULATION WALL, RIGID INSULATION EXISTING ROOF -,n PANEL EXISTING ROOF AND GWB.) AND GWB.) DOWNSPOUT 17EXISTING ROOF FRAMING FRAMING BEYOND FRAMING T.O. WINDOW R-21 BATT INSULATION ABOVE SUSPENDED _ CEILING TO HAVE WHITE VAPOR BARRIER w/ MAX. FLAME SPREAD B.O. REVEAL N B.O. REVEAL RATING OF 25 AND C.L. REVEAL m .O. MULLION SMOKE DEVELOPED RATING OF 450. _C 1" INSULATED GLASS TYR. ABOVE WALL 22 IN ANODIZED FURRING. ALUMINUM FRAME NEW FULL HEIGHT NEW FULL HEIGHT WALL m :i DEMISING WALL (OFFICE TO WAREHOUSE): PROVIDE DARKENED (WAREHOUSE TO /// 5/8" TYPE "X" GWB Y FILM ON INSIDE FACE WAREHOUSE): WAREHOUSE SIDE OF 6" OF VISION GLASS PER 5/8" TYPE Y' GWB METAL STUDS AT 16" SMARTCAP s WAREHOUSE EACH SIDE O.C. WITH R-21 BATT OF 6" METAL STUDS AT INSULATION AND LAYER ^ C B.O. MULLION .I 16" O.C. WITH R-21 R-5 CONTINUOUS RIGID — 1� N BATT INSULATION AND INSULATION. FIRE TAPE LAYER R-5 CONTINUOUS ONLY. SEE STRUCTURAL N � RIGID INSULATION. FIRE FOR STUD DETAILS. E V r Y R-21 BATT - R-21 BATT INSULATION R-21 BATT TAPE ONLY. SEE d �•/ TILT-UP CONCRETE INSULATION ABOVE ABOVE SUSPENDED _ INSULATION ABOVE STRUCTURAL FOR STUD � �.� �I Q Q PANEL SUSPENDED CEILING CEILING TO HAVE WHITE �_ SUSPENDED CEILING TO HAVE WHITE VAPOR BARRIER w/ TO HAVE WHITE DETAILS. d �1 Q VAPOR BARRIER w/ MAX. FLAME SPREAD VAPOR BARRIER w/ r� T.O. REVEAL MAX. FLAME SPREAD RATING OF 25 AND MAX. FLAME SPREAD V1 O O RATING OF 25 AND SMOKE DEVELOPED RATING OF 25 AND SMOKE DEVELOPED RATING OF 450. SMOKE DEVELOPED 6" CONTINUOUS METAL C U c c RATING OF 450. TYP. ABOVE WALL RATING OF 450. C.L. REVEAL TRACK. SEE a) TYP. ABOVE WALL FURRING. TYP. ABOVE WALL PURR STRUCTURAL. H F-1 V1 Q Q G. FURRING. B.O. REVEAL 6" CONTINUOUS METAL PEI TRACK. SEE STRUCTURAL. 350S162-43 METAL GALV. STEEL ACCENT m 1/2" PLYWOOD. SEE Q N STUDS 0 24" O.C. FRAME WITH STRUCTURAL. W N o W/ R-13 BAIT ENTRANCE CANOPY - u1 INSULATION W/ ABOVE. ° =i m TYPE X" GWB W/ TILT-UP CONCRETE - Q PERM RATED PRIMER PANELL NOTE: PROVIDE (2) U O T.O. MULLION T.O. MULLION SIGNS STATING "NO N STORAGE OF ANY KIND O _ SUSPENDED ACOUSTIC. ON RESTROOM CEILING _ � / SUSPENDED TILE CEILING AND H.D. J CONTINUOUS METAL rrtn1 N SUSPENDED / SUSPENDED JOISTS O 16"O.C. WITH POST ID SOUTH AND uJ N N 5 / ACOUSTIC. TILE GRID SYSTEM - SEE EAST SIDE OF RESTROOM TA4,0 ACOUSTIC. TILE ACOUSTIC. TILE 5/8" TYPE "X" GWB W/ BLOCK. T.O. REVEAL CEILING AND H.D. f T.O. REVEAL CEILING AND C.L. REVEAL CEILING AND H.D. REFLECTED CEILING PLAN pmi GRID SYSTEM - ON SHEET TA3.0 SOUND INSULATION. .0. MULLION GRID SYSTEM - SEE T.O. MULLION H.D. GRID Q I- Q REFLECTED CEILING SYSTEM - SEE SEE REFLECTED 3 PLAN REFLECTED CEILING PLAN 1" INSULATED GLASS 6" METAL STUDS ® 16" �ULu IN ANODIZED CEILING PLAN O.C. WITH 5/8" TYPE 'Y' O k ALUMINUM FRAME BEYONDWALL GWB GWB W/ R 21 BATT LL Q .I .I 1" INSULATED GLASS NOTE: NO RIGID INSULATION WITH R-5 w 19 IN ANODIZED / __ INSULATION BETWEEN 3505162-43 METAL W W m STUDS ® 24" O.C. RIGID INSULATION. TA2.1 ALUMINUM FRAME 5" OFFICE AND RESTROOM. PROVIDE WR GWB AT -j W/ R-13 BATT WET WALLS. PAINT J ❑ _ INSULATION W/ " 3-10 TYPE X" GWB W/ WAREHOUSE OFFICE SIDE RESTROOM WAREHOUSE SIDE W N s B.O. MULLION 350S162-43 METAL B.O. MULLION PERM RATED SIDE _ F STUDS ® 24" O.C. PRIMER ❑ W/ R-13 BATT C �n INSULATION W/ EDGE OF SLAB AT SEE STRUCTURAL FOR SEE STRUCTURAL FOR 3 5/8" CONT. METAL L I o TYPE "X" GWB W/ RECESSED ENTRY / BOTTOM TRACK DETAIL BOTTOM TRACK DETAIL TRACK. SEE w PERM RATED PRIMER 4" RUBBER BASE AT FULL HEIGHT WALL. AT FULL HEIGHT WALL. STRUCTURAL. W ❑ Z 4" RUBBER BASE SIDEWALK TO EN w DOOR PER PLAN EXISTING U Uto EXISTING Y EXISTING CONCRETE CONCRETE SLAB O Z Q Q FIRST FLOOR SLAB FIRST FLOOR FIRST FLOOR ITrIII (/') (� i % W Shea, 1=1Ti=_�`�l �� • .. — - - L----------J -II1=1I1=1I1= ,. WALL SECTION B WALL SECTION WALL SECTION D WALL SECTION E WALL SECTION F WALL SECTION a TA4.0 A Scale: 1/2'=1'-0" Scale: 1/2"V-0" Scale: 1/2"=1'-0' Scale: 1/2"=1'-0" Scale: 1/2"=1'—O' Scale: 1/2"=1'-0" 0 5 m C v Im Y C6 a m O a NWCB Technical.. c 0 STEEL FRAMING C /1 r l 200-500 V v L o CL Q The issue of connection of non-load bearing walls to the suspension system of a lay-in acoustical ceiling has been z an issue for decades in the code enforcement section. C6 03 UC1 The Uniform Building Code was rather vague on the issue.The International Building Code(IBC)section 1621.1.2 is 1`—'—I z — — based on ASCE(American Society of Civil Engineers)standard 7-02 states: V 1 Q Q "Partitions that are tied to the ceiling and all partitions that are greater than 6 feet(1829mm)in height shall be laterally braced to the building structure.Such bracing shall be independent of any ceiling splay bracing.' f(1 A 1/2" PLYWOOD WITH R-21 SOUND BATT INSULATION UJ V The confusion and the intent of the code may be cleared up best by the commentaries that explain ASCE 7-02.The to BATT INSULATION OVER 2'-0" EACH SIDE OF W N ENTIRE RESTROOM AREA WALL. SEE REFLECTED engineers had noticed that when touring buildings after a significant earthquake the non-load bearing walls using the suspension system as the means to brace the partition"provided doubtful adequate support."Partitions must be � — 1)WIDTH PER PLAN CEILING CEILING PLAN. braced to the building and not rely on the bracing of the ceiling suspension system for support.This does not mean i( N 2'-0" 2. 0" V on that they can not be connected or"tied"together as stated in the IBC cotle. 13 There is a requirement for partitions and the suspension systems to be independent of each other for seismic design\� ❑ category ry"C"buildings.SDC C'buildings are intended to have a'free floating'ceiling and expect limited movement. U, N O / / The ceilings and partitions in SDC C buildings shall not be connected or"tied"to the suspension system.For build- 0 6" METAL CEILING JOISTS SUSPENDED CEILING v SUSPENDED CEILING ings designated D,Eor F,the partitions may be connected to the suspension system. rfI AT "" O.C. PER 20 SYSTEM PER REFLECTED 19 SYSTEM PER REFLECTED NOTE: N N N STRUCTURAL TA41 CEILING PLAN CEILING PLAN ff1 TA4.1 BUILDING IS SDC D. REFER TO GENERAL NOTES ON SHEET 51.0 uJ In 5/8"TYPE "X" GWB ATTACH TOP TRACK TO ATTACH TOP TRACK TO ASCE 7 13.5.8 PARTITIONS Q Q 3 5/8" METAL SUSPENDED CEILING SUSPENDED CEILING LATERALLY BRACED TO STRUCTURE. 3 STUDS @ 16" MAIN RUNNER WITH TWO MAIN RUNNER WITH TWO f� W O.C. WITH 5/8" #8 S—SCREWS #8 S—SCREWS EXCEPTION: PARTITIONS THAT MEET ALL OF THE FOLLOWING CONDITIONS: U J TYPE "WR" 1. THE PARTITION HEIGHT DOES NOT EXCEED 9 FT. Q GWG 3 5/8" METAL STUDS @ 2. THE LINEAR WEIGHT OF THE PARTITION DOES NOT EXCEED THE W W m 16" O.C. WITH 5/8" TYPE - 3 5/8" METAL STUDS @ PRODUCT OF 10 LB (0,479 kN) TIMES THE HEIGHT [ft (m)] OF THE SOUND BATT INSULATION 16" O.C. WITH 5/8" TYPE J "X" GWB W/ SOUND GATT I PARTITION. J av INSULATION. "X" GWB W/ SOUND BATT 3. THE PARTITION HORIZONTAL SEISMIC LOAD DOES NOT EXCEED 5 PSF J F ❑ TOILET SIDE TOILET SIDE INSULATION. (0.24 kN/m2). F-- W 3 5/8" CONT. METAL w — W 3 5/8" CONT. METAL TRACK. SEE w O TRACK. SEE STRUCTURAL. 0 m 3 5/8" CONT. METAL STRUCTURAL. I TRACK. SEE STRUCTURAL. BASE PER BASE PER W ❑_ SCHEDULE SCHEDULE , a ,wn.o-"na"m.rga.., .n.l.c."nfi.an.re °"' v arc rcrr.a�� a�«a.Xwcamrar.r a �" a way v 9 .mrram. Z U U m w EXIST. CONC. EXIST. CONC. Y FLOOR SLAB FLOOR SLAB II . vY�� XEADDUARTEeS m �II�I II—III�I IHII�I II—III�I II—III�I II II II II�II II II�II II II�II II il� III Il�llr�li� wnueceiuiXo auaanu 2625 Eastlake Ave E Ste 3501 Seattle,Wa 93102 ta1503-295-0333 W NI 206-524-4243 1 era ll Info@,wcb.c' email Dreg,,@, ,b.,,9 N sheet ja XovrHw[sr wnu nXo c[i�in�aua[nu J WALL SECTION WALL SECTION WALL SECTION TOP OF PARTITION WALL ATTACHMENT NOTE >Q TA4.1 G Scale: 1/2"=1'-0" H Scale: 1/2"-1'-0,, `� Scale: 1/2"=1'-0" 19 Scale: N.T.S. > DOOR TYPES DOOR & WINDOW NOTES 5'-2" o 1. ALL DOOR HARDWARE TO COMPLY WITH I.B.C. PAINTED HOLLOW METAL FRAME - WINDOW OPENING 4 4 4 4 5 9 4 SECTION 1010,]CC/ANSI 117.1 STANDARDS. (TYP TA5.0 TA5.0 TA5.0 TA5.0 TA5.0 TA5.0 TA5.0 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE 5/8"TYPE 'X' GWB PAINTED H.M. METAL STOP INSIDE WITHOUT THE USE OF A KEY OR ANY EACH SIDE OVER FRAME TYP. WALL PER PLAN 1/4"CLEAR GLASS. AT SIN SPECIAL KNOWLEDGE OR EFFORT PER I.B.C. METAL STUDS SILENCERS SECTION 1010.1.9. ® 24' O.C. SEE LOCATION, 1"INSULATED 5 STRIKE SIDE WALL TYPE GLASS. TA5.0 3. PROVIDE INTERNATIONAL SYMBOL TR ACCESS I. / i / SIGNAGE AT EACH ACCESSIBLE ENTRANCE DOOR. 4. PAINT ALL METAL FRAMES. COLOR AS SELECTED - \ 4 \ 4 \ 4 \ \ 9 \ 4 BY OWNER. 4 TA5. TA5.0 TA5.0 \ TA5.0 \ TA5.0 N T. \ \ 5. PROVIDE SAFETY GLAZING PER DRAWINGS AND \ \ I.B.C.SECTION 2406. a 6. T=TEMPERED GLAZING. 7. WOOD DOORS-LYNDEN DOOR-LD2000 a f� r PC-5-00 CLEAR,WHITE MAPLE:"A'GRADE WOOD A 3'-0"X 7-0" B 3'-0"X T-0" C 3'-0"X T-0" 3'-0"X 7'-0"S.C. E 3'-0"X T-0" INSULATED r 3'-0"X 7'-0" VENEER,PLAIN SLICED,BOOK MATCH,RUNNING S.C.WOOD DOOR S.C. WOOD DOOR S.C.WOOD DOOR WOOD DOOR W/ H.M. H.M. DOOR W/ H.M. INSULATED H.M. MATCH OR APPROVED EQUAL. INSULATION PER WALL TYPE. DOOR AS W/H.M. FRAME. W/H.M. FRAME. W/TEMP. 1/4" FRAME W/TEMPERED FRAME. 6"x30"INSULATED DOOR W/ H.M. SCHEDULED 6"x3O" 1/4"CLR. TEMPERED HALF 1/4"GLASS SIDELITE 3/4"CLR. TEMP. GLASS FRAME. TEMP. GLASS LITE GLASS LITE W/ IN H.M. FRAME LITE IN MTL. FRAME. 15 IN MTL. FRAME. H.M. FRAME. a 2 WINDOW TYPES HARDWARE TYPES HARDWARE NOTES H.M. DOOR FRAME ® HEAD/JAMB H.M. WINDOW FRAME 0 HEAD/JAMB `F Scale: 3"=1'-O" `� Scale: Y" 1'-O" HW 1 1. ALL DOOR HARDWARE TO HAVE LEVER HANDLE -O" 4'-0" 4'-0" 5'-0" LEVER HANDLE -IATCHSEi HARDWARE EXCEPT DOORS THAT HAVE PANIC WALL STOP HARDWARE. 4 4 4 )SPIL TA5.0 TA5. TA5. TA5.0 HW 2 2. SPECIFIC HARDWARE FUNCTIONS TO BE PAINTED H.M. FRAME TYP. 7-0 LEVER HANDLE -IATCHSET DETERMINED WITH HARDWARE SUPPLIER AND 5/8"TYPE 'X' GWB EACH A.F.F. CLOSER COORDINATED WITH TENANT. ALL HARDWARE TO SIDE OVER METAL STUDS "o KICKPLATE COMPLY WITH I.B.C.SECTION 1010. 5� / WALL STOP ® 24"O.C. AND R-5 SILENCERS (�D STRIKE SIDE 4 / 4 / 4 SIM. 4 SIM./ RIGID INSUL. SEE WALLTA5. / `j TA5.0 TA5.0 HW 3 3. ALL OFFICE DOORS SHALL HAVE DOOR STOPS. TYPE 1'x WOOD CASING PAINTED LEVER HANDLE -PRIVACY LATCH(OCCUPIED WINDOW) WAREHOUSE SIDE. TO MATCH DOOR FRAMES T. T. CLOSER AROUND EACH WINDOW KICKPLATE WALL STOP WEATHERSTRIPPING xxx i I HW 4 LEVER HANDLE -LOCKSET CLOSER w w WAREHOUSE SIDE PRIVATE OFFICE SIDE KICKPLATE - - 5'-0"X 4'-0" © 4'-0" X 4'-0" © 4'-0"X 4'-0" [-D1 5'-0"X 4'-0' WALL STOP > > SLIDING VINYL WINDOW 1/4 CLEAR 1/4 CLEAR 1"INSULATED 3/4 INSULATED HW 5 WITH 3/4'INSULATED GLASS WINDOW GLASS WINDOW CLEAR GLASS CLEAR PUSH/PULL DOUBLE PANE GLASS. LOCKABLE FROM INSIDE FRAME GLASS SLIDING KICKPLATE OFFICE. IN H.M. FRAME IN H.M. FRAME WINDOW IN H.M. TEMPERED CLOSER WINDOW IN WALL STOP 1'x WOOD CASING PAINTED VINYL FRAME VERIFY ALL FUNCTIONS WITH TENANT TO MATCH DOOR FRAMES OFFICE SIDE. DOOR AS AROUND EACH WINDOW INSULATION PER WALL TYPE. SCHEDULED A.F.F. Co C DOOR & WINDOW TYPES NOTES DOOR AT PERIMETER WALL OPERABLE SLIDING WINDOW Scale: 1/4"=1'-0" Scale: 3"=1'-0" �� Scale: 1"=1'-O" Co DOOR SCHEDULE ROOM FINISH SCHEDULE DOOR T DESCRIPTION DOOR FRAME HARDWARE RATING SIGNAGE/REMARKS FINISH FLOOR BASE WALLS WAINSCOT CEILING REMARKS NO. P GROUP NO, L c6 E MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT, O F-4 y OFFICE AREA OFFICE AREA Q� E100 EX 3'-O"x7'-0" ALUM./GLS FACT. ALUM FACT. - - 100 LVT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" E V U 101A B 3'-0"x7'-O" WOOD STAIN H.M. PAINT 4 - 101 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" > Q Q 101E E 3'-0"x7'-O" WOOD STAIN H.M. PAINT 4 - 102 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" 2 FLI Q 102 B 3'-O"x7'-O" WOOD STAIN H.M. PAINT 1 - 103 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" E 103 D 3'-0"x7'-O" WOOD STAIN H.M. PAINT 1 - 104 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-01, C O O U �' 5) 104 D 3'-O"x7'-O" WOOD STAIN H.M. PAINT 1 - 105 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" c C .E 106 SV FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" 105 D 3'-0"x7'-0" WOOD STAIN H.M. PAINT 1 - V1 Q Q 106 C 3'-0"x7'-O" WOOD STAIN H.M. PAINT 4 - 107 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" 108 A 3'-0"x7'-0" WOOD STAIN H.M. PAINT 3 - UNISEX RESTROOM 108 SV FACT. SV FACT. GWB PAINT P-LAM FACT. GWB PAINT 9'-0" SEE INTERIOR ELEVATIONS � Q N 109 A 3'-0"x7'-O" WOOD STAIN H.M. PAINT 3 - UNIBEx RESTROOM 109 SV FACT. SV FACT. GWB PAINT P-LAM FACT. GWB PAINT 9'-0" SEE INTERIOR ELEVATIONS W N N 110A B 3'-0"x7'-0" H.M. PAINT H.M. PAINT 1 110 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" LL - LID - r 112 LVT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" Eq Q m 110E B 3'-0"x7'-O" WOOD STAIN H.M. PAINT 1 - 113 LVT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-O" - Q za 112 B 3'-0"x7'-0" WOOD STAIN H.M. PAINT 2 - U 0 114 VCT WAX RUBBER FACT. GWB PAINT - - ACT FACT, 9'-0" SEE INTERIOR ELEVATIONS N E113A EX 3'-O"x7'-O" ALUM./GLS FACT. ALUM. FACT. EX - 115 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" 0 113E E 3'-0"x7'-O" H.M. PAINT H.M. PAINT 4 - N 116 CPT FACT. RUBBER FACT. GWB PAINT - - ACT FACT. 9'-0" N N 114 B 3'-O"x7'-O" H.M. PAINT H.M. PAINT 5 mWAREHOUSE AREA 115 B 3'-0"x7'-O" WOOD STAIN H.M. PAINT 4 - 122 SV FACT. SV FACT. GWB PAINT P-LAM FACT. GWB PAINT 9'-0" SEE INTERIOR ELEVATIONS Q F 3 116 B 3'-0"x7'-O" WOOD STAIN H.M. PAINT 4 - 123 SV FACT. SV FACT. GWB PAINT P-LAM FACT. GWB PAINT 9'-O" SEE INTERIOR ELEVATIONS WAREHOUSE AREA Nry Li LI E120A EX 3'-0"x7'-0" H.M. EX H.M. EX - - LL Q E120A EX 3'-O"x7'-O" H.M. EX H.M. EX - - TENANT IMPROVEMENT FINISHES W wul PRODUCT COLOR LOCATION J E120A EX 3'-0"x7'-0" H.M. EX H.M. EX - - SHEET VINYL J F 0 E113A EX 3'-0"x7' SV ARMSTRONG CORLON SERIES TO BE SELECTED N-0" ALUM./GLS FACT. ALUM. FACT. - - C/') W N J w E120A EX 3'-0"x7' LUXURY VINYL TILE-0" H.M. EX H.M. EX - - LV1 - 7 122 F 3'-0"x7'-0" H.M. PAINT H.M. PAINT 3 - UNISEX RESTROOM CARPET Q N CPT TO BE SELECTED I 123 F 3'-O"x7'-O" H.M. PAINT H.M. PAINT 3 - UNISEX RESTROOM L�J = RUBBER BASE w o RUBBER 4"ROPPE OR JOHNSONITE 17l CHARCOM nR HIArK U [) m - PLASTIC LAMINATE u P-LAM WILSONART,NEVAMAR,FORMICA TO BE SELECTED (n Z WALL FINISHES W Q PAINT SHERWIN WILLIAMS INTERIOR LATEX TO BE SELECTED J J Q L? ACOUSTICAL CEILING ACT ARMSTRONG 2'x4'CORTEGA SECOND LOOK LAY-IN WITH 15/16"HD PRELUDE GRID 2776 WHITE 0 Sheet i W a 'M N TA5.0 3� GENERAL NOTE ABBREVIATIONS REMODEL ARCH. ARCHITECT THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE BAL. BALANCE #8-18 SELF-TAPPING EYE f L RIGID STEEL HEAVY WALL EMT CONDUIT LATEST EDITION. B.OR BOT. BOTTOM SCREW.PENETRATE STRUT @ 12'-0"oc EA.WAY.START 6'-0"MAX. BTWN. BETWEEN �THRU STL.MEMBER FROM EDGE OF CEILING AROUND PERIMETER 1.DESCRIPTION BLDG. BUILDING Building Name&Site Location-Arlington Airport Building B-NCS T.I.-Arlington,WA BRG. BEARING C.I.P. CAST IN PLACE 2.DESIGN CODE AND STANDARDS C.J. CONSTRUCTION JOINT Applicable Code(Edition/Name)-2018 International Building Code(IBC) CL CENTERLINE Other documents referenced by these notes shall be the specific edition referenced by the CLR. CLEAR building code specified above,or if not specified,shall be the latest edition. CMU CONCRETE MASONRY UNIT COL. COLUMN STEEL FLOOR OR ROOF MEMBERS 3.DESIGN LOADS CONC. CONCRETE (MAY BE"SJI"JOISTS) C.S.J. CLOSURE STRIP JOINT a. Ceiling Live Load 2001b.point load #12 VERT.WIRE HANGER INSIDE CONDUIT `e b. Seismic Risk Category II EA. EACH UNDERSIDE OF STRUT.PROVIDE ADDITIONAL END& w H Ss=1.059,Sr=0.378,le=1.0,Site Class"D"and E.E. EACH END STEEL FLOOR OR INTERMEDIATE VERT.SUPPORT WIRE. B S 0.76,S 0.485. E.F. EACH FACE os= or= E.J. EXPANSION JOINT ROOF FRAMING Seismic Design Category="D" EL.OR ELEV. ELEVATION WHERE"L"IS GREATER THAN 8'-6"AND Basic Seismic Force LESS THAN 17'-0"ADD(4)#12 GA.SPLAY Resisting System(a)=Light-Frame Walls w/Gyp Panels. E.N.W.OR ENW ENGINEERS NORTHWEST WIRES,ONE EA.,IN PLANE OF EA. Cs=.38,R=2.Equivalent lateral force procedure was used. EQ. EQUAL RUNNER.LOCATE ADDED SPLAY WIRES 4 c. Load Combinations All Code required load combinations are to be used in the building E.S. EACH SIDE AT MID-HT.OF CONDUIT STRUT. design. E.W. EACH WAY F.O.C. FACE OF CONCRETE > o 45°MAX. 1"0 x 20GA.EMT STEEL CONDUIT WHERE S OSHA STANDARDS F.O.S. FACE OF STUD m TYP. "L"IS GREATER THAN 5'-6".3l4"RJ 22GA. F m THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT F.O.W. FACE OF WALL FTG. FOOTING EMT STEEL CONDUIT STRUT UP TO"L" OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL FT GAGE OF 5'-6".SLIP OVER#12 GAGE IN PLACE DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS,TAKING INTO ACCOUNT THE GALV. HOT DIP GALVANIZED VERT.WIRER R O FIT&SHIM TIGHT GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL G..B. GYPSUM WALL BOARD TO FLOOR OR ROOF STRUCTURE&MAIN INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR 45'MAX. RUNNER. e N H.OR HORIZ. HORIZONTAL CCCGTTTT Z COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY 45'MAX. it' `� I.B.C. INTERNATIONAL BUILDING CODE 45°MAX. MAIN RUNNER RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. I.C.C. INTERNATIONAL CODE COUNCIL o CONCRETE ANCHORS(BOLTS,THREADED RODS AND REBAR LF INS DE FACE 45'M CROSS RUNNER(USE I 'o w INC. INCLUDING I LOCKING PIN TO ,y. g CCD DOWELS) K KIP(1000 POUNDS) FASTEN CROSS Ad 0 DRILLED IN EXPANSION ANCHORS: L.W. LONG WAY RUNNER TO MAIN DEWALT'POWER-STUD+"SD2 PER ESR-2502 M.B.S. METAL BLDG SUPPLIER RUNNER. `1 Q ADHESIVE ANCHORS: N.F. NEAR FACE DEWALT'AC200+"ACRYLIC ADHESIVE PER ESR-4027 N.T.S. NOT TO SCALE STRUT TO MAIN RUNNER (4)#12 GA.SPLAY WIRES,ONE EA.,IN ESR-2818 AND DEWALT"PURE 110+"PER ESR-3298 oc ON CENTER TIGHT FIT.SHIM AS REQUIRED PLANE OF EA.RUNNER-VERTICAL SCREW ANCHORS: O.F. OUTSIDE FACE ANGLE APPROX.45"ALL WIRES Q N DEWALT°SCREW-BOLT+°PER ESR-3889 O.S. OUTSIDE SPLICE SECURED TO MAIN RUNNER WITHIN 2" m OF INTERSECTION.AT EA.END OF W d a O.T.O. OUT TO OUT TUBING W ADHESIVE ANCHORS SHALL BE INSTALLED 1 CONCRETE HAVING A MINIMUM AGE OF O S AT TIME PL PLATE SPLAY WIRE OR VERT.WIRE ATTACH BY U Z - OF INSTALLATION PER ACI318-14 SECTION SUP INSTALLATION T ADHESIVE ANCHORS 8-#18 SELF LOOPING WIRE THRU HOLE IN RUNNER, S C '$ REINF. REINFORCING HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE REM. REMAINDER TAPPING SCREWS CONDUIT STRUT OR THRU EYE SCREW& PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2 TWISTING WIRE TIGHT AROUND ITSELF CO W m R.O. ROUGH OPENING AT LEAST THREE COMPLETE TURNS IN 1 N N FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S SECT. SECTIONS 3/8"WIDE x20GA. d) -� INSTRUCTIONS.PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. Sim. SIMILAR STRAP 1/2"TYP. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. S.J SHRINKAGE JOINT 2"MAX.CL STRUT TO CL SPLAY CONN.TYP. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. STL. STEEL O m m E PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS SW SHEARWALL MAIN RUNNER REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR SYMM. SYMMETRICAL NOTE:SEE ARCH.FOR CEILING N o c EXTERIOR APPLICATIONS PER ESR REPORT. T' TOp NOTE:DTL.SAME AT TOP VERTICAL SUPPORT. ¢ ` T.B. TOP OF BEAM BUT MAY BE BENT 90' ❑N c STRUCTURAL STEEL AND MISCELLANEOUS STEEL T..F. TOP OF FOOTING c - T..S. TOP OF STEEL ALL WORK IN ACCORDANCE WITH"AISC SPECIFICATION FOR THE DESIGN,FABRICATION AND TOP OF SLAB C o ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD T..W. TOP OF WALL W °i`o- PRACTICE".STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TYP. TYPICAL AT ALL SIMILAR PLACES TYPICAL SUSPENDED CEILING WIDE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) U.N.O. UNLESS NOTED OTHERWISE OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) V.E.F. VERTICAL EACH FACE "LATERAL" SUPPORT DETAIL (ONLY) TUBE COLUMNS ASTM A-500,GRADE B (Fy=46,000 PSI) VERT. VERTICAL m WV.F.F.ELDHEAD STUDS ASTM A-108 (Fy=55,000 PSI) VFF VERTICAL FAR FACE ALL-THREAD ASTM F1554,GRADE 36(Fy=36,000 PSI) VFY VERIFY MACHINE BOLTS ASTM A-307 V.I.F. VERTICAL INSIDE FACE EMT.IS TO BE ASTM A-519 3/4"=1'-0" HIGH STRENGTH BOLTS ASTM A-325N(U.N.O.) V.N.F. VERTICAL NEAR FACE ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM V.N.F. VERTICAL OUTSIDE FACE a A-325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR W,q,B4O. WASHINGTON ASSOC.OF BUILDING OFFICIALS -� PLANE. CONNECTIONS ARE NON-SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED'SNUG W WITH m TIGHT"ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED w/0 WITH OUT HOLES. INSTALL A-325 BOLTS IN ACCORDANCE WITH"SPECIFICATION FOR STRUCTURAL W.H.S. WELD HEAD STUD Y JOINTS USING HIGH STRENGTH BOLTS"(12/31/09). PROVIDE MINIMUM EMBEDMENT FOR @ AT ANCHOR BOLTS AS NOTED ON DRAWINGS.ALL WELDING TO CONFORM WITH AWS D1.1"CODE FOR WELDING IN BUILDING CONSTRUCTION'. WELDS NOT SPECIFIED SHALL BE 1/4", O_ CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX (Q ELECTRODES FOR MANUAL SHIELDED METAL-ARC WELDING OR EQUAL ELECTRODES. 't"= WELDHEAD STUDS(WHS)ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE U N SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. (6 7 CL C LIGHT GAGE STEEL FRAMING AND DECKING U) r' STUDS AND TRACKS CONFORM WITH ASTM C 955.MATERIAL CONFORM WITH ASTM A 653, a) V GRADE 33 FOR 18 GAGE AND LIGHTER,GRADE 50 FOR 16 GAGE AND HEAVIER.GALVANIZED U) ` Q PER G60.SIZES AS NOTED ON DRAWINGS. 1 WOOD STRUCTURAL PANELS -p ,^ Q CONFORM WITH U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT N VI p p STANDARDS,PS1-09,STRUCTURAL PLYWOOD OR PS 2-18,PERFORMANCE STANDARD FOR O WOOD BASED STRUCTURAL-USE PANELS CEILING JOIST CL v SHEATHING: 15/32" SHEATHING, SPAN RATING 24/16. PLYWOOD GRADE O ZC-D.EXPOSURE 1.SEE PLANS FOR SCREW SPACING. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE Q N BUILDING DEPT.AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS N CERTIFIED BY THE LOCAL BUILDING DEPARTMENT.SEE SPECIAL INSPECTION TABLES. W N m In SHOP DRAWINGS — Q N SUBMIT 4 SETS OF PRINTS(U.N.O.BY ARCHITECT)OR ELECTRONIC PDF FILES,OF SHOP _ M DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED&STAMPED FOR Q COMPLIANCE AND PRIOR TO FABRICATION FOR: LIGHT GAGE STEEL. WHEN SHOP DRAWING U N SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND O '" CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS p UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW rr1 1p r� PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE ^ (n N cV FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE U1 00 d OWNER AT E.N.W.'S OPTION."SHOP DRAWINGS ARE AN ERECTION AID,AND STRUCTURAL m DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS..:'. F 3 SPECIAL CONDITIONS w CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE r—'—':_ [] SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. nn// OCONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. �— LI- Q N W W N H _j AREA OF WORKJ F Ln W W N I - r zi I N W ❑ F U o �1 co Z g ~ Q ❑ 0 O � Q m KEY PLAN Q < Sheet N.T.S. LLI z S 0. 1 O LU ry 2018 IBC COLD-FORMED (STEEL LIGHT GAGE CONSTRUCTION) TYPE CONTINUOUS PERIODIC REFRENCED STANDARD � m - 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X APPLICABLE ASTM SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STANDARDS b.MANUFACTURER'S CERTIFIED TEST REPORTS. ----- X 2.INSPECTION OF WELDING: > m a.COLD-FORMED STEEL DECK: S O 1.)FLOOR AND ROOF DECK WELDS. --- X AWS 131.3 b.SCREW SIZE&SPACING,BOLTING ANCHORING AND OTHER FASTENING OF ELEMENTS OF THE SEISMIC FOR RESISTING X IBC 1705.12.3g SYSTEMS INCLUDING DIAPHRAM,SHEARWALLS,BRACES, P COLLECTORS(DRAG STRUTS)AND HOLD DOWNS. s► I� „ o w g Z U' 2018 IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION �? W d a CONTINUOUS PERIODIC CJ LU -3 REFRENCED IBC TYPE SPECIAL SPECIAL O 8 INSPECTIONS INSPECTIONS STANDARD- REFRENCE ofZ C ;w n W 1.INSPECT ANCHORS POST INSTALLED IN N HARDENED CONCRETE a.ADHESIVE ANCHORSS INSTALLED ED IN m HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED X ----- ACI 318:17.8.2.4 O m ox r TENSION LOADS. N 3: b.MECHANICAL ANCHORS AND ADHESIVE (D ¢h v ANCHORS NOT DEFINED IN 4.a. ----- X ACI 318:17.8.2 4) C ACI 3111:CH.19 1904.1,1904.2, C o a 2.VERIFY USE OF REQUIRED DESIGN MIX. ----- X 26.4.3,26.4.4 1908.2,1908.3 W s`a a.WHERE APPLICABLE,SEE ALSO SECTIONS 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. b.SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE m IN ACCORDANCE WITH 17.8.2 IN ACI 318,OR OTHER QUALIFICATION PROCEDURES.WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,SPECIAL INSPECTIONS REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OT THE WORK. a m 2018 IBC WOOD CONSTRUCTION SPECIAL INSPECTION OF WOOD CONSTRUCTION o CL //�� U 0. N VERIFICATION&INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA (6 CL C CONTINUOUS PERIODIC IBC DURING TASK DURING TASK SECTION N • U 1.PREFABRICATED WOOD STRUCTURAL ELEMENTS 1704.2.5 SHALL BE IN ACCORDANCE WITH SECTION 1704.2.5 X 1705.5 2.HIGH LOAD DIAPHRAGMS DESIGNED IN ACCORDANCE WITH O A O O SECTION 2306.2 TABLE 2306.2(2),THE INSPECTOR SHALL VERIFY: U) o a.WOOD STRUCTURAL SHEATHING TO VERIFY C `/ THE GRADE AND THICKNESS SHOWN ON APPROVED ---- X 1705.5.1 2 z BUILDING DRAWINGS. VI b.THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES,NAIL OR STAPLE LENGTH,NUMBER OF ----- X 1705.5.1 FASTENER LINES,AND SPACING OF FASTENERS IN EACH LINE rr��7I AND AT EDGE MARGING AGREES WITH APPROVED BUILDING UJ Q m 01 •D DRAWINGS W Ln N —Q 14 N M U Q ,l 0 o O - rci rn 00 (n O J N N LL Q J W N 7 ry U) I z W o In U W w Z a Q o z Z J Q m O J sheet 7 Q Lu o a. SO.2 7 U 1 I I I 62'-6^ 54'-0^ 54'-0^ a - -—-—-—-—-—--- r—b-—-—-—-—-—--— 0 a o � N I 4 I 4 I LJ LJ N a J L �W a3 U Z Z C 8� I U)w r N3�c w.o R. >n 9 o mold - EXISTING DEMISING WALL - o W °a 4 o I - - I - m II I I m - � D LJ LJ - p a cocu • V — ~ � (D o tt----------- o z a Z Cl) a a Ln I N QN N I W N N QP] 0 � ul�nN N b Q � 3 J 62 6" 54'-0^ 54'-0^ W W < J J F ° InU tiN Z J OVERALL PLAN _j Q ° M ovts^=r-o^ a sheet S1 .0 0 1 2 62'-6" Lu a ax ❑ a w W m W w � U F r 600S16243 @ 16"oc FULL HEIGHT GYP.SHEAR WALLS. o F o 0 FASTEN GYP.TO STUDS PER DETAIL 9/S2.1 w w fO a w y w J LL � 1/2"PLYWOOD OVER JOISTS. o J y 4 (UNBLOCKED).FASTEN TO iv O a N H W a SUPPORT wl#10 SCREWS @ a r N c)Z v 6"oc @ SUPPORTED PANEL x EDGES AND 12"FIELD.LONG Y O w 0 Z C a m SIDE PERPENDICULAR TO 4 w x w (n W JOIST SPAN.STAGGER PANEL 52.1 in N Q >� c SHORT SIDE JOINTS. LL LL > m o HDR. HDR. HDR. HDR. O E Z �LLg - - - - - - - - - Wa 600Si62-33 @ 24"oc SHEAR WALLS w/GYP.PA --r- - - - - - - - - - - - NELS. m > ❑ O X FASTEN GYP.TO STUDS PER DETAIL 9/S2.1 � w cx9 T.O.W.ELEV. -6"> w ❑ RUN BATHROOM CEILING x F JOISTS CONT.OVER INTERMED. m ur SIR WALL.PROVIDE LL Or 60OS16243 BLOCKING o a BETWEEN JOISTS OVER WALL. @ z m Y a w Y o DR. HDR. U o- > < <T.O.W.ELEV.9'-6"> > > 2 0 c w a w w a S2.1 w t� > V! V) > m V! � 2 Q O J Q � VJ w w O O O p> p> 2 x o ZV) QQ o � o� v O `v O 4 4 0 4 0 W w N N U ❑ O N r0�7 n1 TYP. N N sz.1 N m V a,FULL HEIGHT WALLS SEPERATING OFFICE FROM Q 6h WAREHOUSE SPACE,TYP.6005162-43 @ 16"oc 3 �Ov U w N LL Q J w m s o J FN 2$S w N O Z — r ENLARGjED OFFICE FRAMING PLAN Q 2 N J�1 NOTES: 1/4=1-0' Z_ I,I w TYP. 1. VERIFY ALL DIMENSIONS AND FRAMING ELEVATION WITH ARCHITECTURAL DRAWINGS. W ❑ 2. TOP OF WALL(BOTTOM OF JOIST FRAMING DENOTED AS,<X'-X"> Q U U w 52.1 w 3. JOIST TO BEAR DIRECTLY OVER THE WALL STUDS,TYPICAL. � � i 4. PROVIDE HOLDOWNS PER DETAIL 10AIS2.1. Z w < U Q ❑ LL J Q m O C � sheet SFOR. (D ry Q S1 . 1 ry Z J W PROVIDE BLOCKING 3 BAYS @ TENSION TIE LOCATIONS.MATCH JOIST SIZE.FASTEN w/2x2z4"x 16"GA.w/3410 SCREWS EA.LEG. 16 GAGE RIM JOIST.@ RIM JOIST SPLICES USE LIGHT GAGE SCREW SCHEDULE 3"x8"xl6GA.PLATE w/6-#10 L2u2z5"xl6"GAGEwl JOISTS PER PLAN SCREWS EA.END DO NOT 3-#10 SCREWS EA.LEG. SPLICE RIM JOIST OVER (L2x2x5"xl6"GAGE @ 6"DEEP 600Si6243 JOIST—� BLOCKING 1ST BAY. JOISTS PER PLAN HEADERS. JOISTS SIZE TO MATCH JOISTS. C.F.S.STUDS @ 16"oc CONN.PER 5/S2.1 PER PLAN SCREWS DEMISING WALL (MTL.TO MTL.) #10-16z1"HWH#3 OR PPH#3 EA.STUD 16 GAGE RIM PER PLAN EA. EA.FLANGE JOIST \ J .( h T.O.W.PER PLAN SCREWS #6 TYPE S DRYWALL SCREWS. `� w FOR GYP.SHEAR WALLS USE 60OT162-54 CONT.wl3- G.W.B.TO MTL.) STUD PER PLAN w/ NOTE: FASTENERS PER 9/S2.1. 760OS162<3 JOIST JOISTS PER PLAN #10 SCREWS INTO EACH i6 GAGE TRACK CONT.16"GAGETOPBALANCE OF WALL STUDTRACK PLACE. INFORMATION FASTEN TO WALL w/3 SCREWS JOISTS DIRECTLY PER ZIS21 #10SCREWS EA.WALL #10-1 Bxl 1/2"PWH#3 STUD(PLYWOOD TO MTL.) OVER STUDS. BALANCE PER2/52.1 @ 24"oc 1.) USE THESE SCREWS FOR COLD FORMED STEEL CONSTRUCTION UNLESS NOTED OTHERWISE. Q. 2.) ALL COLD FORMED STEEL MEMBERS SHALL MEET SECTION y o PROPERTIES AS PUBLISHED BY SFIA. m x N c SECTION SECTION SECTION SECTION SECTION a V Ag a Fes' b � w z 7"dr roym c� Qp � 2 � CLIP FLANGES OFF&LAP TOP n TRACKS TYP.4 SCREWS MIN. (2)SCREWS @ I�Of m 16"0 TOP& H W d S BOT.@ HEADER Q U Z " 7 TRACK BLOCKING TO MATCH (D S2 1 Q STUDS,PLACE @ 10'-0"oc U)W MA X.ALONG WALL&@ EACH BEARING HEADER //L� STRAP PER END OF WALL BEND UP 4"@ 3 M PER SCHEDULE J" SCHEDULE EA.END.4 SCREWS TO o STRAP EA.BLOCK LAP HEADER O h E �v OVER 2 JAMB GYP WHERE SHOWN PER ARCH. Z r LL 8 '' II SCREWS TO WHERE GYP IS NOT PRESENT, III EA.STUD EA. a ADD BRIDGING TO THE EXPOSED N m / IN SIDE(8 TOTAL) N'00 SIDE PER THIS DETAIL. C ^c #10 SCREWS @ 16"oc g cp\ c N a ROUGHOPN I EACH FLANGE 8,�11N E n BOT.TRACK W G II II �P�RE,�S III 20GA.CLOSURE �q5 2-800 4 BOXED GAGE W I TRACK AS REQUIRED w/16 GAGE TRACKS m SINGLE WINDOW SILL TRACK 16GA. i� " NOTE:SEAT STUD WEB -O TIGHT TO TRACK WEB @ TOP 2 SCREWS @ 48'bc BOT.OF WALL CONN. &BOT.OF STUDS m STUD TO STUD PER 3/S1.0 Y_ C6 LOAD BEARING HEADER TYPICAL WALL,BLOCKING&STRAP DETAIL ^ is U 0- 6 TYPICAL WALL HEADER DETAIL 7 SECTION $ SECTION U) V HEADERS NOTED ON THE PLAN AS"HDR."ARE BEARING HEADERS 3/4"=V-0" 3/4"=1'-0" STRAP BLOCKING IS REQUIRED ONLY IF 3/4"=T-0" (n • 0 &ARE NOTED IN THE PARTS SCHEDULE BELOW.HEADERS STUDS ARE SHEATHED ONE SIDE ONLY. N !?Q RUNNING PARALLEL TO THE JOISTS ARE NON-BEARING(U.N.O.) _J 61� Q IA < c c O V/ O O 0U O Zl� QQ [n a N 'o W ° EXTEND TO ADJACENT WALL UNLESS G.W.B.LENGTH THIS CALLED OUT ON PLAN Q C'] TOP TRACK — RIM JOIST OR TRACK @ TRACK TO ROOF CONN: Q CEILING JOIST LEVEL DOUBLE STUDS ROOF DECK ❑ SIMPSON S/LTT20 TYP.@ HOLD SCREWS 8"oc STAGGERED N ry HOLD DOWN w/ DOWN O c Y 1/2"0 DEWALT SD2 ANCHORS N N (EMBEDDED 3") + rn (J] N 00 1/2"MIN.G.W.B.BOTH N N N N N N- N -N A N` N 0, �V1 16 GAGE CONT.FLAT fV SIDES OF WALL PLATE w/#10 METAL SEE PARALLEL Q F Q ry UNBLOCKED USE#8 SCREWS FLUTES I 3 Il Il Il Il Il Il 0 -0 0 + CONDITION FOR INTO LOW FLUTES 600T725 33 BOTTOM TRACK ,p DRYWALL SCREWS @ 7"oc N N N N N 1 1I N N: N BALANCE OF INFO. �U w @ FIELD AND SUPPORTS. 22 GAGE CLARK DIETRICH w/HILTI#D5P37P10 I- p n N N N N N N N n N - + U S H :N N -N N N N 'H N N �- DOUBLE STUD TYP.EACH I I MAXTRAK 2D(SLT/H)3"LEG (.177"0x1 1/2")LOW I-. STUD TO BOT.TRACK n/ k N N N END OF WALL(U.N.O.) DEFLECTION TRACK.USE VELOCITY DRIVE PINS @ CONN:#10-16xl"PPH LL Q GYP.BOTH SIDES #10x9/16"WAFER HEAD 24"oc AND 6"FROM ENDS #3 EACH FLANGE IJ,J W m PER-ARCH. SCREWS EACH STUD FLANGE U) J N .tl, tl NN tl tl --N N N: p z 60OS162-33 STUDS @ 16"oc N A A. N N -N.. -N STUDWALL .I w w ❑ SEE SCHEDULE u) ❑ 1V DRIVE PINS @ 24"oc I 4 @sHEARWALLsrvP. TOP OF NON LOAD BEARING WALL TOP OF NON LOAD BEARING WALL TOP OF NON LOAD BEARING WALL Z_ W o PERPENDICULAR TO DECKING FLUTE CONDITION PARALLEL TO DECKING FLUTE CONDITION BOTTOM OF WALL CONNECTION TO SLAB U D W TYPICAL G.W.B. SHEAR WALL ELEVATION Q Z a 9 ELEVATION 0 DETAIL SECTION w J a ry 1/4"-V-0" SEE SCHEDULE FOR LOCATIONS N.T.S. NOTES. 1 1/2"-1'-0" Sheet p 1.NOTES:G.W.B.MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. 1.)ALL METAL TO METAL SCREWS TO BE#10 SCREWS 0 Jry 2.) G.W.B.MUST COMPLY WITH ASTM C1396/1396M. m 3.) G.W.B.MUST RUN PERPENDICULAR TO FRAMING. ry 4.) DRY WALL SCREWS MUST MEET ASTM C954. S2. 1 7 J �WENGINEESTRUCTURAL RS Engineers Northwest Inc.,P.S. ARLINGTON AIRPORT INDUSTRIAL BUILDING NCS T. I . Arlington, WA 98223 STRUCTURAL CALCULATIONS FOR INTERIOR LIGHT GAGE STEEL STRUCTURES rjy TA �33715 { '"RA 14' 10NAL �'� �0�� 2018 IBC November 22, 2023 ENW#22022007 • 19020 33'd Ave W#350•Lynnwood,WA 98036 206.525.7560•fax 206.522.6698 www.engineersnw.com PROJECT INFO Project: Arlington Airport Industrial Park Building B - NCS TI Scope: Addition of non-load bearing full height cold formed steel partition walls. Addition of restroom that has joist framing for gyp ceiling support. Addition of office space. The walls separating the warehouse open space from the office space are full height non load bearing walls. There is no joist framing over the top of these offices. Code: IBC 2018; ASCE 7-16 Lateral System for Restroom: US shear wall walls with gyp panels. the joists with plywood will serve as the diaphragm. 2 LOADS STRUCTURAL CALCULATIONS PROJECT# PROJECT DATE SUBJECT- LIGHT GAGE STEEL LOADS -SHEET OF BY- - l "..Rlyw6o .. 2.0 Osf-- __ - _.._ .�s -..... _. ._..... 1 .4 psf - -- _ .. ..... .... ------- - 7 S c . . - _-- - - - - _..- - - - - ---- - --- --- - - - -- - - - - -- -- -- R r 5 . C� S: -.!... .. . --- --- - - -- -- _ -- _............... .... ..:.... ..... ... ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 * Property of Engineers Northwest, Inc., P.S.- Use by others unlawful ASCE 7-16 Seismic Loads per ASCE 7-16-Chapter 12 Seismic Design Requirements for Building Structures Input Cells= Project Number: Project Name: AAIP Building B- IDI Distributors T.I. Location: Arlington,WA Design By: 2018 IBC Section 1613/ASCE 7-16 Section 12.8 Equivalent Lateral Force Procedure All references below are to ASCE 7-16(U.N.O.) Input Basic Seismic Force Resisting System=A17. Light-frame walls with shear panels of all other materials Basic Seismic Force Resisting System= BWS =Bearing Wall Systems Is diaphragm considered flexible?= YES Structural height, hn= 9.5 ft Sr= 1.059 spectral response acceleration at a period of 0.2s for Site Class B S1 = 0.378 spectral response acceleration at a period of 1.Os for Site Class B TL= 6 Long-period transition period Site Class(soil)= D Risk Category= II Table 1.5-1 Top of wall elevation(parapet)= 9.5 ft Elev.of top of wall lateral support(max.)= 9.5 ft(roof high point-minimum parapet) Elev. of top of wall lateral support(min.)= 9.5 ft(roof low point-maximum parapet) Regular structure<_5 stories?= YES Section 12.8.1.3 Output Site Coefficient, Fa= 1.076 Table 11-4.1 Site Coefficient, F = 1.922 Table 11-4.2 SMS= 1.139 Eqn 11.4-1 SMi = 0.727 Eqn 11.4-2 SDS= 0.759 Eqn. 11.4-3 Spy = 0.485 Eqn. 11.4-3 Seismic Design Category(SDC)= D Section 11.6&Tables 11.6-1 & 11.6-2 To= 0.128 Section 11.4.5, 0.2Sd1/Sds TS= 0.639 Section 11.4.5, Sd 1/Sds Ct= 0.02 Table 12.8-2 Period,T= 0.108 sec, Section 12.8.2.1 (Eqn 12.8-7) Sa= 0.688 Section 11.4.5(Eqns 11.4-5, 11.4-6, 11.4-7) Response Modification Coefficient, R= 2 Table 12.2-1 System Overstrength Factor,00= 2 Table 12.2-1 Deflection Amplification Factor, Cd= 2 Table 12.2-1 Importance Factor, le= 1 Table 1.5-2, by Risk Category Detailing Reference Section = 14.1 and 14.5 Cs caic= 0.38 Section 12.8.1.1, Eqn 12.8-2 Cs max= 2.245 Section 12.8.1.1, Eqns 12.8-3& 12.8-4 Cs min= 0.033 Section 12.8.1.1, Eqns 12.8-5& 12.8-6 Cs use= 0.38 Section 12.8.1.1, Eqns 12.8-2- 12.8-6 V.= 0.38 *W (LRFD) Section 12.8.1, Eqn 12.8-1 V= 0.266 *W (ASD) E = 0.152 *D=+/-Sps D(Eqn 12.4-4)- May be zero for proportioning foundations. 5 2 GRAVITY LIGHT GAGE STEEL DESIGN NON - LOAD BEARING FULL HEIGHT PARTITION WALL Project Name: Cfs Calcs Page 1 of 1 Model: New Demising Wall Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 Section : 60OS162-43(33 ksi) @ 16"o.c. Single C Stud(punched) Maxo= 1390.0 ft-lb Va= 1415.7 lb I= 2.32 in^4 1 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors-Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span Sheathed, Full, 333.0" N/A - Sheathed Web Crippling Bearing pa M Support Load (lb) (in) (Ib) (ft-Ibs) Max Int. Stiffener? 27.75 � R2 92.50 1.50 295.3 0.0 0.16 NO 6 R1 92.50 1.50 295.3 0.0 0.16 NO after support means punched near support Gravity Load Type Load (Ib) Uniform 9.33plf Code Check Required Allowed Interaction Notes Span Max.Axial, Ibs 259.0(c) 3222.2(c) 8% K(P=0.00 lb-in/in Max KL/r= 146 Max. Shear, Ibs 92.5 1240.3 7% Shear(Punched) Max. Moment(MaFy, Ma-dist),ft-Ibs 641.7 1205.1 53% Ma-dist(control),K(D=0.00 lb-in/in Moment Stability,ft-Ibs 641.7 1390.0 46% Shear/Moment 0.46 1.00 46% Shear 0.0, Moment 641.7 Axial/Moment 0.57 1.00 57% Axial 134.4(c), Moment 640.8 Deflection Span, in 1.302 --meets L/256-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 92.5 0.0 By Others&Anchorage Designed by Engineer NA NA R1 92.5 259.0 By Others&Anchorage Designed by Engineer NA NA Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 8 BATHROOM COLD FORMED STEEL FRAMING Project Name: cfs calcs Page 1 of 1 Model: Typical Bathroom Ceiling 2span condition Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 P Section: 600S162-54(50 ksi) @ 24"o.c. Single C Stud (unpunched) I �Maxo= 2527.1 ft-lb Va= 2822.9 lb I= 2.86 in14 l Loads have not been modified for strength checks Loads have not been modified for deflection calculations 40.00 Ib/ft 40.00 lb/ft Bridging Connectors -Design Method=AISI S100 Axial Flexual, Stress 10 Span KyLy, KtLt Distortional Connector Ratio R, Ri 13 Left Span NA Mid-Pt, 104.0" MSUBH3.25 (Max) - I 8.67 &67 Right Span NA Mid-Pt, 104.0" MSUBH3.25 (Max) - X Web Crippling Bearing Pa M Support Load(lb) (in) (lb) (ft-Ibs) Max Int. Stiffener? R1 231.77 6.00 1115.8 0.0 0.11 NO R2 605.21 2.00 1494.0 579.0 0.36 NO R3 106.62 1.00 598.9 0.0 0.09 NO P1 250.00 1.50 1403.1 628.4 0.25 NO after support means punched near support Point Loads P1 Load(lb) 250.00 X-Dist.(ft) 4.33 Code Check Required Allowed Interaction Notes Left Span Max.Axial, Ibs 0.0(t) - 0% K(D=0.00 lb-in/in Max KL/r= N/A Max. Shear, Ibs 365.0 2822.9 13% Max. Moment(MaFy, Ma-dist),ft-Ibs 628.6 2158.3 29% Ma-dist(control),KO=0.00 lb-in/in Moment Stability,ft-Ibs 628.6 2304.5 27% Shear/Moment 0.26 1.00 26% Shear 365.0, Moment 579.0 Axial/Moment 0.29 1.00 29% Axial 0.0(c), Moment 628.4 Deflection Span, in 0.075 --meets L/1 391-- Right Span Max.Axial, Ibs 0.0(t) - 0% KO=0.00 lb-in/in Max KL/r= N/A Max. Shear, Ibs 240.2 2822.9 9% Max. Moment(MaFy, Ma-dist),ft-Ibs 579.0 2158.3 27% Ma-dist(control),KO=0.00 lb-in/in Moment Stability,ft-Ibs 221.2 2238.6 10% Shear/Moment 0.24 1.00 24% Shear 240.2, Moment 579.0 Axial/Moment 0.27 1.00 27% Axial 0.0(c), Moment 579.0 Deflection Span, in 0.008 --meets L/12305-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R1 0.0 231.8 By Others&Anchorage Designed by Engineer NA NA R2 0.0 605.2 By Others&Anchorage Designed by Engineer NA NA R3 0.0 106.6 By Others&Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtiexom 10 Project Name: cfs talcs Page 1 of 1 Model: Typ 6inch bearing wall stud 9.5' tall Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 Section : 60OS162-33(33 ksi) @ 24"o.c. Single C Stud(punched) Maxo= 950.6 ft-lb Va= 638.1 lb I= 1.79 in^4 1 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors-Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span Sheathed, Full, 114.0" N/A - Sheathed Web Crippling Bearing pa M Support Load (lb) (in) (Ib) (ft-Ibs) Max Int. Stiffener? 9.50 o R2 47.50 6.00 297.4 0.0 0.08 NO 6 R1 47.50 6.00 297.4 0.0 0.08 NO after support means punched near support Gravity Load Type Load (Ib) Uniform 14.00plf Ply 400.0OIb @ 9.00ft Code Check Required Allowed Interaction Notes Span Max.Axial, Ibs 533.0(c) 2960.6(c) 18% K(P=0.00 lb-in/in Max KL/r= 50 Max. Shear, Ibs 47.5 638.1 7% Shear(Punched) Max. Moment(MaFy, Ma-dist),ft-Ibs 112.8 788.8 14% Ma-dist(control),K(D=0.00 lb-in/in Moment Stability,ft-Ibs 112.8 950.6 12% Shear/Moment 0.12 1.00 12% Shear 0.0, Moment 112.8 Axial/Moment 0.30 1.00 30% Axial 471.7(c), Moment 112.1 Deflection Span, in 0.035 --meets L/3290-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 47.5 0.0 By Others&Anchorage Designed by Engineer NA NA R1 47.5 533.0 By Others&Anchorage Designed by Engineer NA NA Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 11 Project Name: Cfs calcs Page 1 of 1 Model: Typ bearing wall stud 25.75ft tall stud w/ Pt load from rest room joists Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie@ CFS DesignerTm 5.2.1.0 Section : 60OS162-43(33 ksi) @ 16"o.c. Single C Stud(punched) Maxo= 1390.0 ft-lb Va= 1415.7 lb I= 2.32 in^4 1 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors-Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span 48.0",48.0" 48.0", 309.0" LSUBH3.25(Min) 0.18 Web Crippling Bearing pa M Support Load (Ib) (in) (lb) (ft-Ibs) Max Int. Stiffener? R2 89.21 1.50 295.3 0.0 0.16 NO 25.75 R1 82.45 1.50 295.3 0.0 0.15 NO 6 M,x after support means punched near support TD Gravity Load Type Load (lb) Uniform 9.33plf y Ply 348.00Ib @ 9.25ft 1 A� Moments M1 Load(ft-lb) 87.00 Y-Dist.(ft) 9.25 Code Check Required Allowed Interaction Notes Span Max.Axial, Ibs 588.3(c) 2085.9(c) 28% K(P=0.00 lb-in/in Max KL/r= 136 Max. Shear, Ibs 89.2 1240.3 7% Shear(Punched) Max. Moment(MaFy, Ma-dist),ft-Ibs 596.9 1205.1 50% Ma-dist(control),K0=0.00 lb-in/in Moment Stability,ft-Ibs 596.9 1319.8 45% Shear/Moment 0.43 1.00 43% Shear 0.1, Moment 596.9 Axial/Moment 0.69 1.00 69% Axial 502.1(c), Moment 477.4 Deflection Span, in 1.009 --meets L/306-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 89.2 0.0 By Others&Anchorage Designed by Engineer NA NA R1 82.5 588.3 By Others&Anchorage Designed by Engineer NA NA Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 12 BATHROOM COLD FORMED STEEL LATERAL STRUCTURAL CALCULATIONS PROJECT# PROJECT DATE _ SUBJECT SHEET OF BY ------------- --- :-----'- -----:------ ... -... -- --- -- - -- -- --- -- -- ----- ---- ---- -- --- --- ----- ---- --- - -- ---- - _ W :r -- - - -- - -- - - ......... .......------- ...._.------------- ----- - --- --- - - - -- -- --- - - - ---- -- - - - - - - • t _ . . -:-------;-------:- .........__... _-... ; -- --....... ... ...... . ................... ..........;..._...._.......-:...... - --- :. .. .. .._ - . -. -- ............ _ ................ _. _ -------- ---- - -- - - - -' - _. Is _ ..... .. .... --- ---- - .. .-. w l ._ iaj� Gam. .... ... _. C9 ,. C.L;I _... .......... _ .. -............ - ........... - - . . . . , . . .. : : .... 14 Project Name: Cfs CaICS Page 1 of 3 Model: LFRS Shearwall —1 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report L_-,zdr ~ Load Inputs (All Loads are Unfactored LRFD Forces) 9.5 ft Top of Level Shear(lb) I-t 1 Level Wind Seismic Aspect Ratio 1 205 564 0.58 Seismic Design Parameters: Seismic Design Category= D SDS = 0.759 le = 1 Overstrength Defl Amplification Level Factor, Qo Factor, Cd 1 2 2 Additional Applied Chord Axial Loads (lb) - Unfactored Level D L Lr S W 1 0 0 0 0 0 I 1G5 R Additional Applied Chord Moments (ft-lb) - Unfactored Level D L Lr S W E 1 0 0 0 0 0 0 Total and Unit Shear Forces Wind Shear Forces Seismic Shear Forces Vu, Total vu, per ft Vu, Total vu, per ft Level (lb) (lb/ft) (lb) (lb/ft) 1 205 12. 564 34. Shear Wall Sheathing and Fastener Selection Edge/Field Framing Max One or Fastener Fastener Thickness Framing Two Level Sheathing Size Spac (in) (mils) Spac (in) Sides 1 GWB No. 6 7/7 33 24 1 Shear Strength Modification Factors Wind Seismic Level Modifiers Modifiers SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 15 Project Name: cfs calcs Page 2 of 3 Model: LFRS Shearwall —1 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report 1 None None Available Shear Strength and Shear Ratios Wind Seismic Aspect Ratio Available Shear Shear Ratio Aspect Ratio Available Shear Shear Ratio Level Factor Strength, vn Ib/ft vu/ vn Factor Strength, vn Ib/ft vu/(Ovn 1 1 188 0.066 1 174 0.196 Chords Bracing (in) Axial Axial Flex K4) Axial K(P Bracing, Level Section Fy (ksi) Configuration Flexural KyLy KtLt (lb-in/in) (lb-in/in) Lm (in) 1 362S162-33 33 Single None None None 0 0 None Load Combinations IBC 2018 LRFD LC1 = 1.4D LC2 = 1.21D + 1.6L + 0.5(Lr or S) LC3 = 1.21D + 1.6(Lr or S) + (L or 0.5W) LC4 = 1.21D + 1.OW+ L + 0.5(Lr or S) LC6 = 1.21D + 1.0E + L + 0.2S LC06 = (1.2+0.2Sds)D + QoQe + L + 0.2S Note: LC06 based on the lower of Overstrength or Expected Strength Factored Chord Compression, Pu (lb) Level LC1 LC2 LC3 LC4 LC6 LC06 1 0 0 59 205 325 649 Factored Chord Strong-Axis Bending, Mux(ft-lb) Level LC1 LC2 LC3 LC4 LC6 LC06 1 0 0 0 0 0 0 Minimum Minimum Interactions Level 4)Mnx (ft-lb) 4)Pn (lb) LC1 LC2 LC3 LC4 LC6 LC06 1 301 1046 0 0 0.056 0.196 0.31 0.621 Ties and Holdowns Holdown Holdown Exposed Rod Capacity Disp at Holdown Rod Dia. Level Holdown Quantity Config Length (in) 0 Tn (lb/Each) 4) Tn (in) height (in) (in) 1 S/LTT20- 33 1 Base 4 1890 0.25 20 0.5 SIMPSON STRONG-TIE COMPANY INC. www.strongtiexom 16 Project Name: cfs calcs Page 3 of 3 Model: LFRS Shearwall —1 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report Holdown Offset from Level End of Shear Wall (in) 1 0.0 Load Combinations (IBC 2018 LRFD) LC5 = 0.91D + 1.OW LC7 =(0.9-0.2Sds)D + 1.0E LC07 =(0.9-0.2Sds)D + Me Note: LC07 based on the lower of Overstrength or Expected Strength Factored Net Uplift(lb) (Negative values represent uplift, Positive values indicate no net uplift) Shear Forces (lb) Level LC5 LC7 LC07 Wind Seismic Seismic w/Overstrength 1 -118 -325 -649 205 564 1128 Ratio (Factored Net Uplift)/(Holdown Capacity) Level LC5 LC7 LC07 1 0.062 0.172 0.344 SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 17 Project Name: Cfs CaICS Page 1 of 3 Model: LFRS Shearwall —4 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report L_-,zdr ~ Load Inputs (All Loads are Unfactored LRFD Forces) 9.5 ft Top of Level Shear(lb) I-t 1 Level Wind Seismic Aspect Ratio 1 103 282 2 Seismic Design Parameters: Seismic Design Category= D SDS = 0.759 le = 1 Overstrength Defl Amplification Level Factor, Qo Factor, Cd 1 2 2 Additional Applied Chord Axial Loads (lb) - Unfactored Level D L Lr S W 1 0 0 0 0 0 I40 4.75 ft Additional Applied Chord Moments (ft-lb) - Unfactored Level D L Lr S W E 1 0 0 0 0 0 0 Total and Unit Shear Forces Wind Shear Forces Seismic Shear Forces Vu, Total vu, per ft Vu, Total vu, per ft Level (lb) (lb/ft) (lb) (lb/ft) 1 103 21. 282 59. Shear Wall Sheathing and Fastener Selection Edge/Field Framing Max One or Fastener Fastener Thickness Framing Two Level Sheathing Size Spac (in) (mils) Spac (in) Sides 1 GWB No. 6 7/7 33 24 1 Shear Strength Modification Factors Wind Seismic Level Modifiers Modifiers SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 18 Project Name: cfs calcs Page 2 of 3 Model: LFRS Shearwall —4 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report 1 None None Available Shear Strength and Shear Ratios Wind Seismic Aspect Ratio Available Shear Shear Ratio Aspect Ratio Available Shear Shear Ratio Level Factor Strength, vn Ib/ft vu/ vn Factor Strength, vn Ib/ft vu/(Ovn 1 1 188 0.115 1 174 0.341 Chords Bracing (in) Axial Axial Flex K4) Axial K(P Bracing, Level Section Fy (ksi) Configuration Flexural KyLy KtLt (lb-in/in) (lb-in/in) Lm (in) 1 362S162-33 33 Single None None None 0 0 None Load Combinations IBC 2018 LRFD LC1 = 1.4D LC2 = 1.21D + 1.6L + 0.5(Lr or S) LC3 = 1.21D + 1.6(Lr or S) + (L or 0.5W) LC4 = 1.21D + 1.OW+ L + 0.5(Lr or S) LC6 = 1.21D + 1.0E + L + 0.2S LC06 = (1.2+0.2Sds)D + QoQe + L + 0.2S Note: LC06 based on the lower of Overstrength or Expected Strength Factored Chord Compression, Pu (lb) Level LC1 LC2 LC3 LC4 LC6 LC06 1 0 0 103 103 564 1128 Factored Chord Strong-Axis Bending, Mux(ft-lb) Level LC1 LC2 LC3 LC4 LC6 LC06 1 0 0 0 0 0 0 Minimum Minimum Interactions Level 4)Mnx (ft-lb) 4)Pn (lb) LC1 LC2 LC3 LC4 LC6 LC06 1 301 1046 0 0 0.098 0.098 0.539 1.078 Ties and Holdowns Holdown Holdown Exposed Rod Capacity Disp at Holdown Rod Dia. Level Holdown Quantity Config Length (in) 0 Tn (lb/Each) 4) Tn (in) height (in) (in) 1 S/LTT20- 33 1 Base 4 1890 0.25 20 0.5 SIMPSON STRONG-TIE COMPANY INC. www.strongtiexom 19 Project Name: cfs calcs Page 3 of 3 Model: LFRS Shearwall —4 Date: 11/14/2023 Code: 2012 NASPEC[AISI S100-2012j Simpson Strong-Tie®CFS DesignerTm 5.2.1.0 AISI S400-15/S1-16 AISI S240-15 LFRS Shearwall Summary Report Holdown Offset from Level End of Shear Wall (in) USE FOR ANCHOR 1 0.0 CHECK. INCLUDES Load Combinations (IBC 2018 LRFD) OVERSTRENGTH. LC5 = 0.91D + 1.OW LC7 =(0.9-0.2Sds)D + 1.0E LC07 =(0.9-0.2Sds)D + Q,Qe Note: L 7 based on the lower of Overstrength or Expected Strength Factored Net Uplift(lb) (Negative values represent up Positive values indicate no ne uplift) Shear Forces (lb) Level LC5 LC7 LC07 Wind Seismic Seismic w/Overstrength 1 -206 -564 -1128 103 282 564 Ratio (Factore e p Ift)/(Holdown Capacity) Level LC5 LC7 LC07 1 0.109 0.298 0.597 SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 20 DEWALT DESIGN ASSIST 1.6.6.0 Page 2 DEWALT STRONGBACK BASEPLATE ANCHORS 11/6/2023 5.Geometric Conditions Y I X hslab 6 in hmin 6.000 in Edge Cx- 00 in emin 2.750 in Edge Cx+ 00 in cagy 8.000 in Edge Cy- 00 in shun 6.000 in Edge Cy+ ao in 6.Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength: 1128.0 7834.0 0.144 OK Concrete Breakout Strength: 1128.0 1483.0 0.761 OK Controls Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 0.0 0.0 0.000 OK Controls Concrete Breakout Strength: 0.0 0.0 0.000 OK Pryout Strength 0.0 0.00 0.000 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility 21 DEWALT DESIGN ASSIST 1.6.6.0 Page 3 DEWALT STRONGBACK BASEPLATE ANCHORS 11/6/2023 7.Warnings and Remarks ANCHOR DESIGN CRITERIA IS SATISFIED . The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and R . Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. 8.Load Condition Design Loads/Actions Z Nu 1128 lb Vux 0 lb Vuy 0 lb N Y Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb �M� Avg Consider Load Reversal X Direction 100% Y Direction 100% Muy M. —VLX OOO Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility 22 DEWALT DESIGN ASSIST 1.6.6.0 Page 4 DEWALT STRONGBACK BASEPLATE ANCHORS 11/6/2023 Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 1128.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) Shear X Shear Y X Y 1 1128.00 0.0 0.0 0.0 0.000 0.000 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility 23 DEWALT DESIGN ASSIST 1.6.6.0 Page 5 DEWALT STRONGBACK BASEPLATE ANCHORS 11/6/2023 IO.Design Proof Tension Loading Steel Strength t N ACI 318-14 17.4.1 ML Variables ° a Nsa (lb) tP 10445.000 0.75 Results cpNsa = 7834.0 lb Table 17.3.1.1 Nua = 1128.0 lb Utilization = 14.4% Concrete Breakout Strength t N ACI 318-14 17.4.2 a G � ° V �I Equations 4• ' Ncb=(ANc/ANcO)•Ted,N•Tc,N•Tcp,N•Nb Eqn. 17.4.2.1a Nb=ke.a'a. (f c)0.5 hef1.5 Eqn. 17.4.2.2a Variables AN, (in") ANcO (W) Tec,N Ted,N Tc,N Tcp,N 36.000 36.000 1.000 1.000 1.000 1.000 cac (in) ke ka f c (psi) hef (in) 8.000 17.000 1.000 4000 2.00 N b (lb) cp (Ps eis 3041.050 0.65 0.750 Results 9Neb = 1483 lb Table 17.3.1.1 Nua = 1128.0 lb Utilization = 76.1% ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility 24 CITY OF ARLINGTON • 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 17216 51ST AVE NE,Suite 114 Permit#: 5712 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052100400100 DATE OF ISSUANCE. Scope of Work:Tenant Improvement for office,training room,conference room, Valuation:754250.00 break room and restrooms OWNER APPLICANT CONTRACTOR SMARTCAP ARLINGTON AIRPORT Smartcap Arlington Airport Industrial DAVIS SCHUELLER INC. INDUSTRIAL PARK QOZB,LLC Park 8201 164TH AVE NW, SUITE 110 8201 164th Ave NE, Suite 110 20700 44th Avenue W,#280 REDMOND,WA 98052 Redmond,WA 98052 LYNNWOOD,WA 98037 2062328569 425-775-9400 LIC:601-273-797 EXP: 11/30/2024 LIC:DAVISSI105PN EXP:07/01/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2018 STORIES: 1 CONST.TYPE: I1113 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.IBC 110/IRC 110. 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. 01/11/2024 Applicant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. 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. PERMIT FEES Date Description Fee Amount 01/16/2024 Building Plan Review $4,351.87 01/16/2024 Processing/Technology $25.00 01/16/2024 Building Permit $6,689.80 01/16/2024 State Surcharge-Commercial $25.00 Total Due: $11,091.67 Total Payment: $11,091.67 Balance Due: $0.00 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 '.'slop 'S. UOlSlnw 'Ou slop £Z-ZZ-U 8 uiplm8 ESSZ•SZE(90Z) Z2186 tlM'3111tl3S OSZ 311f1S 301S3)Itll OE £Z-ZZ-II N I1tl01lddtl 11Wa3d pa>lOeyO �jed leu1snpul p&V uoj6uijay d l b s i a 3 i l H a v O aaOalasvMdomvu deopewS fiq pedolOA00 T` a3r3nW'd MW '0 UIOatlH ..103LH tl (< I I 'S^ y a3a3�s1�3a assay �o U J ra 31`d I J O S S b' '3 2d 3113 fl W 3 J N b'1 5£0-fZ aoJJuawanoadwjlueual SN011dl(loldo �N18Wn ONd 133HS 83AOD Ndld 311S r ..O M..I�O C7 O z ¢I^ NQMZ Na N< r p o� O W4 ZNOZ Wr WJ WWW O Q �•iZ OW� 68OZ16Ww< �LLLL = w Chi❑• ag ow�ww m rn M m ~�W NW NZ�m UroOw ^�N Q U h-a Q�' VS7 U ==cO W arnz� rri m 3 Q ��•I`a.Q ' „a z a Q Fa Q��O NOWa _Im00.N^- O 0^0 _ ""1°a ` ryryC� I� "• W N UZ O^�O l�w W t0 E n gg :e�i z a4Z O p§wa¢UOOz 000 Q 9.. J o ' `B'-'z i'vi i 5 ❑Va �jgQ Z mw�ww m O a ��r�w�azo aaa = a $ N �M aoWo•14 XWZ WMrn rn a aN Naow-rMi> .a aa¢ xo n o N 3 = <3gY 3N�� <3�oz 3ba 12 W � g W ,. ayu�i�omlrW,lw. trnvom N ^ uNi � W i , :a'. ca<i�o�� �W .�� ,•i N�53 � m��r' � �i WI WW ,/ �yw/ 1 ❑ U �p x3W�°UJgg- i 33W w J O Q a W �g }� ^<J �J < ��Q ] - L g N N o o r oo� w o " G z H gra sod a 4 ea E Q. NrJJ m ^ I-,N INU' } aIt wNW '0, NZOOm NMNZ z a W i H C7 se yrg R � m =MFOorrvmi nnz o Z _3� ai'dw F'¢ r I�N ZZ I�N^(.J m F ~ W o W 8 J w m-W y momw J a o C> > r ci�wtN � chi °I�jIiW a ozzam= m W a z Z :. W W 3raas W �Fcm ZOZNOWrmn000° �' U O ` W ?�' J J m n Ljz3oV0zQ�znnZ ? z In G <��?�s d p ado wwsaw�uopwwwo ¢ a ® p, uz-rca�o g U_ u zzo ooc�a r o HN;i az $ ZZOr Zr¢ ZZZ a Z �'��Sww cxi _ oo�oo�q �yo^ Qag WIM WwrS wwww o a d ^ �wwarc�5a o �� 3 L,iEvoi���¢=o���� ¢�vlz 'a y k 5I-r 88Hy� Y m o N Z W 4OJ '0-, ^ W❑... w w JJN N{ y+ N �yJI f.JnJ C O LL O O J LL OI O' Off C N y 6 a a Q 6 ai' $2 0 �j O Gi Gi Gi U N z ❑ o i� I a v �n �ii �n �i �n vri �n vri �ii fn �n uri _ - aL Z i ^ c� � KK^' \ ! S_•�00 m y C KO O < ZZ ' wJ mW C y KZ Amy Z Fi N m m Y of Vl U Z y_ O m U O ❑ C -y r N ❑ ZZ ZZ NN $$ W p << W Z Z a O O C w < 7 O w Y �v^ m Z M (7 Z I— _= O� N iL to CA. € �Na W W Z.W O N .� J O cc f.>a y(7 � ;P V 9a o Ko m 9 zi ZWor �z y W m z a z 9�vo _ c9 W F_ as <JJ O O 7 6 z m W O cc IN O = =O U w O ppS� m y T 2 O N 5 OLLI i y �+ $ N O O2} I.] w m mm NO�KQ O �/ O 8 0 Ely 0 2 Ii r i d r .. j 2 F p O y W 8 ❑W C VI W W W eo 1Q O W a ZZ � aso g o9 � ��m m � z ❑ w . ogg❑ \�& R F_ EW I� OM � MM �m ° mmy � y � a Z Oo . QO �m�❑ - o ZW ❑ OM o c� o 0 o awm oor5. 3 m I2 o ffa 2 &z rx Q' 6 g" V Jo zo fi 3 cFi E3 ' �z °d Q �°a O°4d 9 c� w _ co v: 00 3w?UW�Fz c� � LL U W O O (�=Yj O O 4�U+ U w W �� ¢W a�N d m 9 Z U 3= W Y Z�_' Y m Y Y y W 6 2 w m¢ m m C r m a s Wm y�a F- Q pp N U_' Laam'yy {y� �pU' (❑�� Y Y 6 d- O N C N N OJ W 8 W N y 2 a'W J M j J O m a Z W W W a a Z Q N Z a N O Z p N O 55yyG2211 $3 555.��� 3 to w 03 m o o W ¢ e 9 9 W 4zlQ O F v !✓` z z j z_ _ ¢ U O V J m O U O O z a 9 9 _ o Wa m �_ �_ 9 o o zoo 9 a o m 5 min a r mNn o rr 9Y _ m J qp m m S� O S o o U ❑ _ = S o• ze acoim�i mw= �n m 25 o. N a y m m = U o z m m m zoo z Qa� z am a�na z o¢� ak o a oa xZ a aw t3 w C,J o '� ZS OF Z ~O ❑WN J Qm 7 Q ... '® Q4 o Q Sza ❑F� wZ❑ I'_W Ud QZ OO QW O ZZ dwy }N T ._ ^••b .-r _ _..- 'h Wa.ZO J I- OUQ aOZ WE Zd "I J UO OR aVl- U ---a-•- s M F❑a m } ZoLJ>-' zW W°¢ 12 a¢ w Ua a z �o �' -• I '-ems+...-- _. __ V HZo<w Q m F? SO�Zw aQJ W ❑ NO�'� fA aN 4J� NZ OU wLL (/1 K J r r U_ 2 N Y r W W Q 1Z+1 O OaO� OYOQ� U aWR ZUU 5 a SOzd OO () S Q SEWX U O C W Z JN ml_QQQWZI� Wr WZ W Z VOd r ZZ N Z W_W Z} W QW3��W NPFO �0 7y= a ¢W (=/1 t�Uy VIA faJ� OOP Wm Zi .I NQ OK=QOWm¢OJZZa_� ZYw Q p5 OOJU OZ �O 00 ItQ� d'> z m - F r _ a'WOOW 70 FQWON HZW~� _mWX O> FN U y La.l J W rJJU ❑ U)"LLyN Wmo ZZVI-NW7 W30 �O W7 a'2 ZK Wo rZ ONQ zd Q Z _ g _ F- m Fig K FO_ O U0C7 ❑ Z a �- zm ¢w3w❑ In w �� zW xmao 00 wF-z WWW a aW jy_. Z Z a _QOr Z>O ¢ y_ r N QF F Z N II .� o zw oFo w iz �o �o z�aa oo 2�� oa N ❑ a In zoaz In In o w 11 II moaow -wow- oQ�zZ<�M O za OZ mm oQ w �° �co� wm of I ( ...I.. m vFwmo w»¢ W3P Qr F Qom < �� �� < Y ❑ �Z m ``.� __ tltlh00Yy0 ,k WwQJ NWOa ONZ z UOJ m O Z% °w Y Z O o pn{�� I- ~m00 aJ a N r� O Z 7 U Z_ ❑r a W O�-J ZU 0¢ 'l mx x J U W ¢ r0 = 5 oazX�°�W �,�'F No `ww mo° 9 ¢mao zoo °zJ Ora zs IU m III �000 ¢mONN WFWaZ Vz¢Z< zin �0 ON mZ OZUQ¢ N J (nFQ nON fN �O n II ( II ®I c�az¢Y s¢woNQmZ_�W g�W Qz ¢ r (nQOmOU zW �a w¢ °�Z wr NL� °aoazm �omUwrwcWiWw~ �� a°z <_ CL oz Qm iR gz nz 2H r O ¢ a- r❑ Um o w ¢N oa0� U❑-� zJJO`1 ZVIQ ❑ 2 gm OOw ¢ �O X ¢�J a0 Qm to y. (n J¢ j- W W<w W OU a W a W MmF m U w W. O UFOw rinwzJ N❑ oWWx m ow �❑ rm Ina o �w W o0 ooz A ow >- '. � I I r m U Z O a f5- �} 3 W O m Y Z m W J W N W W ¢¢1'U N N m 3 O U m m¢ W 6 Z a 0 Q m W O W Q- m 0 Z zr- m o rro r o o a M w=In z- J s �$Wl� ��aw❑o-w wWmW OHO W mo -z }n s c�wm ❑ II O m O Z r N Z U r m Y N m O Zj W O Q 3 W Q S r m W Q 2 0 k'O O O -m S=U x J N W U_ 1 Oa W Z �¢ O F W y m ¢O J w W 'll IIII �I W o WO Q a m r J J W W m ❑ U K O ¢ Z Z��QJ �zw w a-o a JJo aW a❑ v❑��Q } as UO3 maw rm oz oz*z& aW�k��Z �c'Qdoo ¢a Ww J Ja�NZ �¢ `J`°" 0- o 7- z 0 �m II J U8Z¢a Wzzaf�'-z°`yjWz6gza noz mo a� a-zz� OW <o wow Opz zi� Wz W II :..III r 'ITr I 4. a JWO� �WOa WaaF�W 0O Oa mygW JJz 2m x} 37 NO x0 Za❑ NF ma I a <Nz wsZo��F Zw�000Na o Fo =- nN NWp�w _r yo amw Nzc�OI zN Ind i 91 N�zka oamm o�oo wWWoo °N S n° m mF om mU mw Jom moJ' w ¢} a S W' r0- a QU m Ym 2 OW O m Old Om J F m x '•,III Ili � I Z yowa' F ZOO¢ QW(.7ZWOFF-UQ aa�5ON Yln -M rrpaN rr rl-y (¢jQ� Rap ZO Om O O N _ I- m2 U U OM US U -m UU Z Y M I) mw ¢ f- ¢ oz of 3 <g aJ zz zviw°�o FV�'o�rWw o� a 3� a< ¢day ¢z Qa� a�J ¢OY xQ o m 3oU zF m ¢} vi �U xUa UU 9FQQ II/n�O amFFa Q�N7QFw NW O�NV J� ZN Zm�WJ ZaZ zO> UWIO VI ZOO YZr 'OJ J p JJZrW W-a,QI-Z�J WI-(�J�ZWm O� JO O OW OQ O} OJO WFm OZ V) ZQz m] a N aaaso m�gza nwo❑wa Yz° ¢3 UW oW W UW� U m �=°w v0 ax¢ v +IIi f ill �I 'q lei! �ww¢ a�mXwozowf oXmo om� w ¢ Gaza ova �a ��F d=z wz Na M �. ', �Joaa cVmKInwm Ua Uzmowolr. 193ow ao Ow 1Cza a(n I�zo od si¢ oiawo Ina �xF`I �U + I } ------------ it rjl I ' le o �� mS ❑B JI il III I I h, w= o r,t'I I_:L I I lil I II I S w o m I:' II I' lii II I li i oa �N 'II D �N Nm 0 N o o° II lil I' I, l; ,I�I'I y ❑� O o oa mo III i� a N>> JJ 7❑ a II g& w 11 Z OK II^ O= 4i Y9N�I II N ■ II D o m 3 wa ooNo m❑ iy fi' N N❑ ❑ ^ - Uz N $ "! O+ o w i 8. o 0 0 +Ip "w'w mo 0 0 ❑ +v❑i y d D a W 2 r ca0 o a WJ m o xo o+ I'-'¢ II ❑ fnZ +w ro I, n N o a ^ a N o a rn ^ N a V �0 II l i jl l H W W Y eD N O ❑.Uj. 6w.K Cl l O O O N O g 'I (V "I / z Q6 a d' o o O � a ss D N a © ¢ N¢ zd o M�� I � I �S I I to rn z ro� II.I li illl ¢ I UOaO 3K � g¢ _ IIIIIN w o�o� ❑ � o o W�c o o w W w F If �I I I'?OIfiUl-iO O mrio W O .. III I• Q __.. I' U^, 11)N�jj NN O OwZN < B ? it o;Dorn mMldd w w m m'MwJ mm wm w II .:III I.� II p rn In II Ln� i❑� a a� a i. _. a ❑ w III I '' III Y Ili II p i on o z viL*It o f �'I II ♦— �� III III o J in F F in w w o0�00 z III IIQ Illli o> ti 3 c0 rn > > m o Ih ro N 3 Lq fi I'I I' I li U Ia II # i o0 Z z z 3 O F V W Z d Iij � ' I N O ❑_ m o &a c c m No n I Li G® i < o k L °o z r� w N N N N h d Ii '� o o a c IIII III �^' V/ `•' p. ; I I p Q Z ¢ N IIII s = Z I I' F w �Uz¢U N ,n vo m c N tO c in ci 'I IIf III . LL :.d 'P 27 O N N N N m Q '- �a } I w 0 z ¢ J III Ili ' III .. - Um NH 6= M Np ¢� M � I Q O O N d ul UO N �• II ,IIII ��'�':rl i I.I I ITI � 1 •..I ❑ I"' a iy �I II III U u� � IN IIII I 1, W ( li li li L� U NNN(!7 8o y N Oa I I 9' OOeF� W O O N N b III 'il + f1 III f# 11, a W M N Ih O r2 N x N S. I •'.III ;' I I ❑ a = w W I II rrIl�drl .III �. I �' = H. 0.i� p vpwJ o Ipwi) I: D Z f..� yi 3 C� N O X pp v m¢ F Z o a s o ¢ L� �w� h m ^v O r m N z . ..:. W 3 m W �J L;j mw a c� _ W Y c, 0Z3Z III II W = _ �' z o o rn Z ¢o a D o o O v W o o J J O Gv� �3 SG3 �3 0000 z o U 3 m o m ~ a II _ Z o w o x 7 u ' o0000 00 0090 o Z za m m n r w m W m z 3 V' g i �l 3 3 m m y g m m y I_ a �. i I f .IIII I g � I „ 5MP'x 107-S£OCZ\9 d100 "!'I SOU 9£0£7s9O(-fZ BM 7, •••.:;'. OPP uolslnIM •ou £Z-lla}tP VM'UOIBUI.PV ESSZ•SZE(90Z) ZZL86 VM'3-I11V3S DSZ 31ins • 301S3)IV'I DEL £Z-ZZ-U NOIltlO ddV LWa3d pa>faay� j 9 6ulplin8-Ted leplsnpul�odjiy uo;6uiljy . I . IS i 0 3 1 I H M a d O NOL'NINSYM!D 3C/J5 �r N aananw d aorm , ; dVOlUVWS aMobp ✓r M.a��o moaVH 1 NRS10V � `SON aaaalslo3a secs �u S�1tY 10 O S S b' '3 zi 3-113 f"1 W 3 0 N b'1 y 'U qa. JoI juawanadual jueual SNdld 0398"dlN3 `Ndld 3SIW38d 1NVN31 ,9/t 0-,9 A-,£tt IN I , o a as - 0r m M Z _III.._.. U a I ! � Ia_ I i 1 r 0�¢z� w V7 �__�� $ 4 " z .� x ,., w w w- o >0 Z U ' I � � LLJ jM rn _I zi� oa mo 00 t y 114I'•11 r�j 11 p 11 7 y __ Q�i {III K a woks, ci ,4/l L-,l .y �' z •�„ �0 � � a31Nf10 I a7x a,�iN,u'�a„»a_� S ❑ ❑ r'i ;' 1f10 - I a31Nf100 0 ' x N 6 6 -=I w V N N e m 0 w w- 1 J¢ ❑ at� z Q z i ___ 213d3aLLI Q 3Uo ,-_.. �w Q ¢rz� dx -m o� zQ zI v c7 m zO r` ¢o 'a 03 `11. oCa zj W N �O o I c' ,, Z �IL g Po W pN1aN3ri' p -z a-� U .. . _ O....._.-, I i 'a a LJ11 -_ ONINNIKui II of --- �_c __ .&L�ta_..-- ---_.els�. __.tt-,r .o-,ot ghi ------- - iu L-77 -- --- - - - - - - - - .._.._ _ z — z a W nUJto Q t � I � j ® 0 o < z -_- c � I w � N i I I M W a I Z o I � � w aa I � a oon I of I o a a I O moo � I IdM I r I ISO O I I I O Y I I ❑ _ 1 T�Z�, • NO fp 401Y N.•U U Yu4�4.Y� O - i,.,.,.t.7•.• O ® I._......_. I I S I Ln I U nCL © ® zM Q Wo I „o-,05 ........... __.— --- ._...-_ ... H w - ---._..---J ,A-A5 ,0-,5Z ,0-,SoZ l0 Q 0] U o w w . bmP'xZD}-S£0£Z\9 dloo"I'}Sou S£OEZ\SQoI-CZ 6M�:U"+'.. <atop uolS!ADJ ou e}oP -. dM`UOI,BU!IJV FSSZ•SZE(90Z) • ZZ-t-86 VM`3-1LLV3S.• -OSZ 31IFlS' 3OIS3)IV1 DE:1` £Z-ZZ-II BUi In - ae ela sn U odai uO 6UI.I d 1 d S 1 0 3 .L I H 0 a V Fz-zz-u 13S NOI1tl01lddV LWH3d Po„oayo 8 PI. 8 �1 d I P I h d I d N N��M0� dd�12��dWS tl3'T13fIW f 30Ntl1 UMDIp .` .� «(FlrT„T2 Q 0 qo a3a3tsl03a es£z •`7 u' 'SON 8�L v I o O S E3,v '3 2J 31 fl W 3 O N tY1 9F0-Fz JOIIUauaanoidwljueuej Slivi34 'SNOIIVA3-13 HOINKN1 �I �J O z � az� I: vNWi� O a 3 _a w Z o o O z O�w 3 U K c _ U U J y U v z Z W N m N mS z�n _ 12 o< Yzm i � Z W i B mxxx¢oogWQm NIiU F- cc x YQ 3 3p S w v 6_Z Z Q 3 3 O o �7m Y E. QQW�� � N _ U ce r �_ w� mzow.�+ I �w owx�v,wO- W 0 Lai _ ae �s3� ��g�Ma&&�az� � 6 � µ Q-r� °�W 4 W"r) Z �JIJ�a m m�m l7V JIN�� �`d 0=0 0 ft W > Q p 7>1 �pcn <5 I.i cn v to i Cl n 0 O _ O H V OPP oo 31¢Wa aoxaz� oW 4 3�- 3w � 3oJ W jl-U.O�� �� r v dUSN Nm M�Oe�m oN a ¢Wz.�ww o¢ m mw .Ol:Z w O a 1„ I Q W J I n J I o H II v II N Q N z Z Q O p 3V) o " ¢ _ .. NVld.N3d o �zz Q1 I $ o x a oz z z w a r zo zo R 30 0 00 s�z aJ�Z�� a wW n m M J x�xo Jw vi w ao w v� w o¢ m �w� a 3 oa Yaz fn gOUm J J W Y W O x pF �.F\Jo Q_0 Z NIW w �o �coiao o ?m a \vgi 8l 14-.6£ �a N NIW 'NM Zll .Sl`i o`yw SN w 0 J i a M Cr 0 X 'NIW - o O U 'yIW W z vxwi Ntlld H3d -- xp� .� I z a 3¢U Cp. N L<J O x 6L�rn g oN m s w ¢3Wa m m� N rn _ r 9 rp w u of vz-i-i - � � _ �. I m s a W rNm3 3. U �N O 3x3 d- w vo) 4 'NIW s s .Z/t t .9-.z w z O x . z m - Vl Np . II N O J cn 4+ 119ISS300tl livis U Z O_ Z� - 0 H 1V.9 ,Z .9-,Z .8-,l .OL-,Z n• Z o0o w _ z o Z J Z j w f-3w a a z g�Y zzz wrng.. WJ...O ��-- has "• -..� ,Py� 5 a gam 3 X � W mow.. 25 c.�c�va�i °W- oc J O mix X wn �o�a Boa? 3W3 o as g gs am a o a a J a�z p w z go_ 4 Z cry- _ W LL K� N ..N2 W Ji W .b-£ zww Y ooad 0¢0< OH nJ ww�n N -� 0 zw�Z z30� ¢� < 0o Oz N O n m w w W as o _.. o pK¢ Z ~ O Z W I 3s3 p Ul — m n .d N3 'XVW.4£ m mrm m � tD j .9-,z .8-,1 .01-,Z B,nP"l Zo}-g2ofZ\q dpo `-II sau-SfOfZ�sgo�FZ\y6M�w OJDP uolslnRJ •ou BioP `dM'uo16UIIJy ESSZ-SZE(903) • ZZ 196 VM'3�1.1V3S ° ❑SZ 3110S • 3OIS3)IVI OEI £z-zz-Il CS-dl-Il 13S NOUVOIlddV 111140d pe�oeyo ,.,' 8 6ulppq- Jed Ieu1snpul:pod.11y uo;6ullJy tr V S 1 0 3 1 I H n H V O N°L9NIX6YM Jo 3LYLS ) cM L3ll3fIW'd 3JNV1 d d 3IM d W S '0 Ol0l1VH 10311HO8VUMDJP ' ^ a3a31s1�3a 9sc� *O U I S J 1. S a-L v I o o S S v '3 H 311 I-I W 3 J ICI d 1 y °°Qof z JoIJuauaanoJdwj jueuej SJIVAQ `Ndld ON1�1130 GROJI33b e£o-cz o� CO ono L - 0 0 lu.J1 gg x N o N > Z I °3 r=w~ b �m3�� �' 1� o�b -ate rZwj gmu. M Ia=�egag3 JO 3,I-MO X�E WE w EN otj He Effi���� U N =���1?Jzo � o= coi'ar N d og5ao �1 - �aLLJ ° ZIK Gz 2fio Woo Ew 0 chi av�i3 : wa W s�em �z z6 �� z g z � N z N ryCy a �f � �� � _ w a N -- W 30 �gm �� y=bez o ffil- o° WUS-oz §' IRE Ld o a° V) o�� zo�x 8a. g�z=� ¢w za " �_� ��� 5 Oo_ Q �o x � ooc>�,g vs`Js�s _ 'u W sS `� LESS °°° Z � �`®€� �e�� �Nwo Z W �x�5� � Q N ° z in W NsRw � Na-I M � Z Z�Z Z W z Q U ¢ o z_ C' s m LLI o � I V) � zLLJz - W M N a y S J u W g gad 3 td 6 F S y,IZC Z 'm O KO wU'w CD yy N J p Jd Q BE 004 g ? a �QO <o N a z z v-i� � cw°ao NCR ti 'S 5 C z O0,z zow N i V N J W J V C, Z Z� Z m 02 Z Qr a J =3 n� wzz El o SS���fff ® inI pp w� � oxtx€ ------------ Q I ..... ... �O I z w O U OW W F oay 5f.5E a_ ..... 21 vwi o z 1D(3 H ..,i....... ............. ....... ...... ..... � y d 0 77 r� W x- }.....:..... =O -I....::. a ... .. :. m Oil �... VI m T 11%3 I �i 6mp'xZo7-S£O£z\A.dio°'i;y sou ayop uolslnw •ou a}op `dM`UOIOUIIJv B£SSZ-SZ£(90Z) •.ZZ{ fi VM'31J1V3S -.OSZ 311ns:•.3OIS3X09 OEt £Z-ZZ-tt O £Z-ZZ-U 13S NOLLtl0llddV LWa3d pa„oago 8 buippq- Jed leiJlsnpul:podJiy uol6uiliV ' v s -L 0 3 .L I H 0 a d NN9NWSYM JO 3Ltl15 !�{� _ a3 s3DN'd 3aNm d V O I N V W S v usurp _ J V YY 10311N9atl ^ o aloaVN (3830038 Mz •`O u' `SON s 3-L v I O O S S v '3 ZA 3'713 n W 3 D N V—1 ou qof JO;JUE)WBAoJdwl jueue j S N 01103 S IjVM YJz8 ¢ - o OW >Zw000 I'I--\N3~OaO z ZC-N�c9 m <� z_s ZNg. �Q000 N�KZO�iJ N 0, o k3 LLzwx o p Ica ¢�30. z .F aN(wjy ZOy QF=--\�zWQ O ��xQOj ;�F ca zzs�' GC ��oNo�N o L3mg0o3cY.�� I=na � H o o ino o�w iD Mo Zoc~i M mti�?�d3 3 in�l-n i t .Z O 30�3 � z N� iaSa�nz W Z }r W N ta_ o I 3 N = a =w zZd' W z zmw z = N WF W.o o'Oa< U Um� m 030E- 30mpiD4>�FQ-S �~ w �3m WO. p �.QQ zJ c i woJ o�?� �wc37w�mg WUN �C) a �z w� r3 XQ. K��3 0 zzQ Ln F3�Z WQX(nQNZ Ow�Q :� 0 ��X~.. Oj� W YS wa ac�3co N �a QV-v ,.=3_ o I Q� N� p. p J Z)- X �m - DUB - m= N O Z?Z W w 0 W Q W W y Z O U W -c�p0m J�d�H2OZOW0 ZN.: m Z aZ 00Q F�J>=0Ir3 -w�ON~FOFN, z (L z®� zg I 3 0 WU =J3g0g 0Y o o z cw.� C U J U J p W m Q O N 0 J U U U W 7_ W 1 Q�oQz io\QI'"zo0U, oN� aW�3Q z"�n3 o? ?ow ioti .-rn io-,inN z?o rnm¢ _ Z. H V)W wf_LL.O WQ OG_ O 030E � 00ti 0 Z4 �JJ dJ=g 3NCN<Z VOwa oF3zz Jo <x Lo4Wo 00N KY= Q WJ .. W SUF-U1 OZ JzO 7UU_' 0Qlw� �=0x3 J.Oja?,3N�oz, oz Wor 3 O L7iz=2�2z UZ��OUJ = WW W �i7pj r' ��o 3 <fr o-w0w�a wV�w= - QWOQZ WwQQ\Q WiOQ}C7 Q�� NWOIiN -IWi WOH i aW�3Q z0�3in3o�mg of�N O �J¢wz o rnmQ Z o 0r=c�W0 0 N 3 w .9 .D-s V \0 J N r\" F�zx0 go0o0 mm. W aW z w0,0<m u� NiooF NIZ wo� wfw F w z tI ' ¢?(n i->f¢��nm�w fnQ0c�V10 103?�aa e w� 1J � n v w'N a Fz w .moo Q o o a 3 In a J o - v C v _ .01-,6Z w z ur w�a 0 0 1 wgo_ _ r z H K. z W,zo-z O 2 W W 0 = V/0JtJiJ jow;�Zo J Zoo_ u�iacw.�rr�i¢cwi N `rye LL.. Z?Q wNV)J�3 YO Z?a Wfnm��3 Nw'd'w � � a koO�50.00 u g000m0 wZz� mmr�go0om� Qa F zZ wO�W OWOQZ OOtnF WO mw(9W OQZ f >?O ZYZ ¢ > >D: >ZO ZYZ K NO�RXFOF a- 0m Q N>--:j 1-a0' ><rr. mw¢Q �¢>0 4'JW2 mw r. wi.: K¢0§<2920 F-W o_wovl i _ I i \ '! p o g V a � w� �oW � z Goo• 5W os N� co dog N y ( t J L J Z Q 7 a0 O U O OV ¢ �, C?t�w¢V=C�. O : O<� `-?¢ ;r ✓fG t�YI of m S31aVA - » ;KQd J �iI VO3� QV)Z p3�aUw�a Nw0�3 �- k3 a Jx I � m0=¢WN>aW a.N� �.O FO�U z- Maur 330 C W3 Q�li_lil ti> I M� Fw.- W QWO E I" ZU'Iw- W U I �0 g0w¢o goO�Qz N��gXo w�nz W =Z N® I o m z zz �Fz> I ~ w U' 0 Wo m r2d a� m axoxxzYz o n0 0w� ate_ og } XK NN70 Q<QgQ K �=\NaW VIO-IOIJiZ JO 00 ORo: K m ?�o_ v0i¢cwi �a 3m °'� n�n3za . ,ii.0 �l1 -IL V- _� S V T f w\ w. .s F UAL vI zc) o z z Z< 3 our �� o a C, KQ S31aVA .0-,9 .D-,L 4�11-,1 .4j�D-,£ .01-.1 ~ .Z-,4 .D-,£ S318VA Q _ 6N.p Xy.J-920£Z\9 dw`rt sou 9E0£Z�qof p\ agDp UDIs1naU 'oU a7DP `dM`UOl.6UIIJV E99Z-SEE(90Z) ZZ1S6 VM'3-111V36 ❑SZ 31105 301S3)IV-1 OE fZ-ZZ-II 8 bulppq-Ted lelalsnpul Jjodjl`d uolbuiljy v l v s 1 3 0 J_ l 1 1 0 a v 13S NOLLVDnddtl 11Wi13d pap.gO r' NDL'1MHS�'M!D 3LVIS a.131n d 3orm :�. dVOIN dWS UMDUP 1D311HULV /` 1 A 'D Ol0i1VH 03 MSID3d BSCxv *3 u I S ON £z` a01Iuauaanoidwl}ueuej SJI`d134 `SN011:D3S 1Jt7'M Sc P m 4 y E c E ELL W W 4 v U;2a 1 n3 W z B mm E m 3E�C�t- o x c O O O z Vg of w o w� x F- E U xU w o Z E w r rx z .� E g cR € o p�Z= m Q ty+1W 0 j a8m Sties o ioo� a wn Ii.Ws z ~goyW of �€ a j c E c S J W (d Co U o q� chi ` w �ZZ w N °� gm wya'� 3a m A5 p - O Ham- W=^ J $ qv c E �'a E a a a S a w E ~ V vE �v �ss5 g� w o-bo O &� O N .c Z O B em sa scEdb $�� W ° yW O zg Swe YUc� z=�° = Ecic 0 't7) v ramp b'i �U-5 OEZ z� =a Q o w o EE. s $B. EB�19a cEa xa�zc~0�5 E o ^ aMOFnaur _z(> O W O w N 10 Gj z �N iFQ G m N � V OZ ■ C1 w� z o 0 0 ®�� F U_O U ~ 0. 0Q W J W U J U O K y W QKQQ�wa \oWa Z 2W zp vW� a Z.z wU y 0 mu x a. zy ciC 0 az \ 3 W0Z. z a W Z C) Uyz(A c)O W �jo� a w Q N n O U Ul U fa n— MFF 6CJ pr Z O. N \ LLI.N in � o N u V„1( �d II 8,p L „0-,6 W k O Z J QKQK J~ �N 70 U� Foa. axy H- mw� pWz �33z 0,;� zm o �0�o mg LLI: o�y aa. Wj a �+F v U Q02Z �No O O W c,4 o it y N � ,•r�it J J � •Q o 0-,6 S KN Q WSW � O J > 0 m H Q izmO O m 0 2 co 000 -�� X Qf0\ z W W owJ J y azK? 3N0 \p3W z \U7 FK _ \� V i06 ii MN0f37 N M�~ O y C ycq J Q- J °� o Q a .. .. - - bmp'Xb0l-gmz\Q dIDD 'r;sDU%Ofz\§Q.4EL�sblm\l� aloe uo!SIAW •ou slop dM`UO16UIIJV E55Z•9ZE(90V ZZLB6 VM'3-11LV39 OSZ 311ns 30163)IV-1 DEL £Z-Zz-ll £Z-ZZ-II 13S NOLLtl0llddtl LW213d pe>laayo 8 5uiplrn8 Ved leialsnpul}jodaiy uolOuilay v l v s i 3 L 1 Fl a s tr O N011•NMbtlM 10 rLY II''�� �..,/'A'Q a�ianry 3orrn d�tJ��V W V y' uMwp �_ �' 1031oNYJB Q '0 OlOiMH 03a31S103a 96fZ *Oul 'SON S Lf/I O S S d H 3 3 fl W 3 0 N V-1 y o�qo �o I}uauaanadua i�ueua 1 siivi 4 `S3inG3H3S N . 0 ag i a ao - m •4�l in zg � o S318VA Q z 3 W ggzgg ac¢FS a W a vUi3g��o _ 3 z ® G Z m 3 Z 30_ � w N s z O aao rnS La z z J'1 3 z e is3 g io3 m II 9k a = N 3z g z o S3IM q C w , i�d na i j 00 0 00 j S31HVA m SI VA j A O O O O ! j m K Ld Ow • O O O O O O O O O O O O O O O O O O w I.IJ = I I -I -I I - I 1 1 x L o bo b> be o> a o� o� bo rn rn o rn bl o> o0 0, oo c� LLI o TV 9 ~ U ra a c~ii ¢~ U¢i W Lay ` o K O Um S = J II m I-n 3 Q_II y Q (/� V o o o0 0o N w m m 1- m m m 3 �•'� UU c~i U 3 Q Q Q Q 6 6 ¢ ¢ ¢ � C7' ¢ d ¢ ¢ ¢ ¢ la g c X w hi k zd y wa O ai = N 1i Nm F = sW W W w o Z w i Li r = r Z ww 'm New U = H I I I ,Q I I I < N ® S3R1VA = v\i vm-i®& 3 S31Ntln o f Q O 1� w w w ` O) z �. ' 0 CL �a z¢�$ iaa zao zaa aza z-¢a aa zaa ia < z-¢ zazaza ~ z~a ~zLJ a aza OS � s HZ 5 Jan Y c Q �? Z Zp W Sm m m m m m m m m m m m m m m 3m m g' o^ wow - J Q cFi od 7 �U' Uu' 0U' a 0 3U' C�J � c37 C39 C�'J �U' u 0 0 Z� c37 0 mw w i w H H m CAd 52y- wa g N 8ga 2 3 N 55�� RCW c _ V cy� ♦Y 25R ZS �¢ 3 Q Q F w mw w w w w w w w w w w w w m N M a n = - N M ¢ m m m m m m m m �n �n m m m m m m m m m > z z m m m m m m m m m m W z J W en in> f ` J r Q Q F H H U Z ' m J N cc � F Z_ F K W W O (� T�s rL L rL rzL � � In> 2 51 a h � y7 �5 u M a � m O O O O O O O O O N N 3 $ 2 •O: i am r Ism\ S xg3 W =z p$5 0.0 Mu •9-,Z „£4 �o��� � � I I I I I I I I I I I I I I I I I I I I I I I I I x OO O 1i1 U Z N \ / M S M � �� \\ .// O 0-,4 •0-,f - I a a � � � � a M dd- d 0 W I r `ol s c N vn� o• a J}}J ~ X xx xx xx 3� W � �n MUf-`IU3S ~ x�3 W fY u qo i N = < s s i i � mi s mi � i mi i s i y s s i 2i 2imi N r �z 0 � � < O <� y 4 L"<k / n <gz $ _ z z z z z z z z z z z z z O a,� \ X y c' 3 oca3 4 oi � z (A xgLJ aW o 0 0 0 0 0 0 0 0 0 0 c o 3mgN O < QQ ppo 0 8 8 gg 8 $$ COC i gg g i s g o i i i a / O o 3w w O m a- a� .9-,z .£b O 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0.0 6 0 0 0 0 0 0 0 0 i�Vi3��� a� ❑ � 1 I I I I I •I I I I I I 1 I I' I I I I 11 I I I I I x x x x x x x x x x x x , x x x x x x x x x o 0 0 0 0 0 0 o g o o o 0 0 0 •cr o o o •q o o 0 o o m °� N 0-,4 •0-,£ LLJ V) v o oS w3a d E o S w p y �rdW 6m w m o 0 o U ¢ ¢ m m m w'S w m m m ZS �` w LS LS w w LLJ CL i�op a z o p QQ mm QQ6 QQ6 GG aap X 9 y� X 9 0 (n yp• S m N M N 10 W W 6 O N M Y �G N N N N N M q3S / (� I o �� � Z 3 0 ., .. 6MP 0'SP}-S2OfZ\Q d!oo "i;}sou SfOfZ\SPo(-f 6Mo�, :;. e10P UOISIAa ou elep EZOZ-ZZ-II'(3NE)IS 31V4 vninas [1�0 dM `U01 UIIJd E55Z-5ZE(90Z) ZZ t06 tlM'3lllb'38 OSZ 311f15 301S3)Ib'- OE EZOZ-LI-u �rxor WOrmmeeulBuemmm d I d S 1 3 1 I H 2i d r� pa,peuo ego 9899-ZZ9(90Z)x0J'099L-9Z2(90Z) d 8 6uip�me lied jeu1snpul iodaiy uo}6uijay �' 9E088 VM'Poomuu6I'OE9 aunS'm 3AV 4NEE OZO&l d b OlN V W S _ vOn Ve'r S'd"°ul Isann41JON sJGGUIBu3 umelp 1.o yor Sa33NI�JN3 'I'1 SIN r ,/J �� ti� lSa133 IDN3M S 31tY 1 O S S!Y '3 2j 3113 fl W 3 N b'1 y ou q0f Beer le ZOZ-Z-ll 13S11W 3d LOOZZOU �f5➢1. col coeds aseal pasodoad SALON -IV2JJNHO I Ti y o-� w�50xo z z Z X.= NZ Q x w Z. ���� tg moaFW w w�y w� 'x�kzO'px } ' m ❑Wir w55 oA=w2❑ z zazO Wi H2<ZW g z v t• w z$°a NOuai� Z 5QQ°ycri x Wry o wQWQ'w ao� y Z� g wtm awWH Ui�n Nt= z yszzz "MZZW1dxxd U 0 gF o❑ �o <z Wz *o �o W.sa�m0 ° w o z�$ �saI��=�y5WO 'gxo op ow �a�rc 5 g W W <gy0 O� �¢o y�zprV aWp N�a� ,aw'� �� y y ! , .. 35z iLw maw J CL oy'�S rcd� 6oW°Wxxgz�zt; v yU C) wFySZ xN °ZWoc°iZSoiF� ' Z =oa y as W. �arwooaai°c°PFa v g� IIJ/~�// 9 Q Za m w xyµ W/1 O /'1 O 9 X �� TTI OD '. _ wp0�Z � C/)� wwLL LJ $ °z IW OO - Z Z ~� QLL > Dyx ' �° a° =mow DN o W U w z �_ L) R Z °} \r�Q �2T2'i oy u�vOi cQ . J m G� 15'0�� s u U z N z c G Z In _ a r Z Q LL W Y Y x LL Oa W x Q y g U LL LL O W-- W p UZ Ow 7 N Z°U x� VO } z a °o w Sww cwiWu¢.cQi o z O Na 5 J30F¢ U❑° a 0 z O yo LL z ° �QLLc¢�i a-'¢ca�i wOc¢�i z?3 o❑�z zz y?Z�O0 w zzSU2 UNe 0 O wd O Oxo � O LLZ O I. ❑ � � y^ ZZLL mOw u3oo OOptu wLLN g Jz w } } U �yxx� aLLaO9 }$z� x z opa o05oo� � ° P z N o »»lm 000a OO � $ z ' ❑❑= m5m a z o w z mQ Q U UUUIIilil WIll111j° =J W W W W LLli li ricC'7�U'C7xS__LLJz Y��ZZ� OIL ILL Lim y 0° t O$J > U WWOw GyZ Wxu LLZ¢ 3OL) U 2Z WZ py30 00aK6ayV5(6 ; » >33x �¢mmmmUU ZZ 2 I�wJo� w aCWOao 2❑ �xzW p❑$ WW to wp 4ww 00z❑ = rZ F w0>�yu' ¢0 ¢xvzi� I`OU•• �y .Lp ❑µO� >~O yLL5aa� Gjy~❑ OO W jUzy°O W 6 wU�O W Z. j OO uz-mxx �N OK'° mmm LL W d'W W xZ0U WIZ m U❑❑a'Wf-i. w xW °o❑w� yHz mZ xQ Oa00x °FO ❑x° .. O W aaU°LLyC mN Ka'IYQ� QNN `?Z22�❑JK W W ¢Q a❑ ❑ z W y aO°c0.lao�nx <r5 - �nOcri° a ¢m� wyi� o y ran° LLJ2 > Po o�y NI-o5-zwo�n wy5 £ owQ �xy �oi� } Oam xOQ �Wi�xm yww� c� x7 o0y¢ J y Z¢x ❑ oa _ m � }rz r m yxLL ¢� u ❑ ¢ Q nT d� Oy° O� Q N2y� m3UoaH ¢ ❑ Oj(7yp�Q y O 6J Q W OwH. LLOd Z}OKm OZ OUN O Nw yW zZWF- m LLOUyZ p2 a LLWZ F LLW2°❑�W SC rW Z LL❑ ❑JZQ w c�$ z omOz W z o ww0 z Z❑¢ HUw� rw ° rw zUUa �zo ❑ w xoz w O waSF x O� zmazE�- °w jz z a waJ� a c a N3 C7 y O fY o� w } yvy....,. a- °��UKw �S O o❑F Uj m=�ao z0 O p ZZ Qg ¢ O p$❑mx-} ¢ QQ p U S a g Z g 3 SI+IY ` �j f- y QO Ow W U'tU t�t/1NN y0 F xWWxO �W >1 ZUZW CIjJU yyo2 log Ip a�0 a O Z >W Za W Ja.F ❑wzaaaaa ❑ �++6z a0 x xx `d Q a Z W W O w p0 g dr ao C7a O�Fw U �x0� sja J �� o ��❑S���y J°a Do O ❑y Oa m�wO ZO., y � F z Q fOi y W $$gog V W V� wµ� m,�`o�Y axviW° N zazm o¢ z Wx O0000 zxwota'F zo z� w� N z�uz tm �V 'Tz�c w ❑n F y °2 J ❑v,z W p �u�^ as x0 WI❑Jo Nei �xzl-w❑UO z� ow zi ppFS� J�w�zz¢ww W u g"v -��" m a �w y O giw� waaw�o Nozao ll SS Orry¢va5o2wo� o w o 4QaU wxOya=Uowz ❑mo g x ❑x�nzm zoza x xyz WLL��LL� WxJ�' � yi�uu❑ z ow o zww Oy �ow0 0 ❑z yw.-x O o Sw t9-� �� F p�nxa rc�t❑ 'W7d--qa wz _ �.2z LL za o� p >F¢r ww x° �z�r m n mw�az-I� ❑ Z_wm Oc'y W ww o0 ywo 0 m a r rn r r 8w xOU 007 ^r. x I rO Uy Jz ro Jw r2 °o ° w U Z w a = o LL d wo m w a W �g�wi ¢¢ x w a ��uu11 z Q 1 Jz❑ Z. w w J c �' O - O vi W wz- S OFZO O¢w26�.:°SUx Y o as (7 CSr�N O Z�xp x ° w x v m'S_ -- 0p ❑� Cq Fy wz- Z0Z0 W¢c oQ ?ya¢3woO�lJI 4 V LL x zz µ°1 SJ zx¢ y w J❑ ~O = - II II t E fAUyOp��Jil W ¢ ZK� ,Q3¢g ZLLJC K 7Z Vim$ maW W �oaa� ZOUz t° ayV ¢~yy � J O -V pQQ 8 5 fY - Z _❑ U' O O� W Z^ Z_aj In��i U X mw S �LL Q ❑ _-ti J K O m YY Z y W 0 W g U m 0 Z °L F ❑ y Q x W W x S O W m 0 m0 _ yy C y SO O y r J mF OQNJ W 2 W a Z VJ a/� �LI g amy mm m� 6 �i xW UN❑Z OJ Wz' WW ZO 8��n U-z-Q❑��Q❑W Z Z w WaZ Va'0❑O Uz.W SF 2❑LL. y W Z }� 0�6LL WON- ax �ih� W Z~ w... r,�Q- UQ❑ y O y LL W 00 W>r OCa W ❑ Bw �GTe W UOy r ry Wa ryO yV ZH-}� yOUa QQQiQ6Z-a CO` yVS 2¢ ay y&3: ❑❑ � Z C m yH° 2 myp m=�nUcEw� r[USSSSSS❑zF❑ m aw z-oU 213 Z U -8yjR > Q w zw o yW QQ y Q Q O V LL� Eg x a C?K Z 2 c boa o '=ad WJwzgO0 v! y. yila o'z' xa >9a tAy Ou7a U~zx y°z NJ ❑=a w��w m a wz ¢❑� w x OaJ❑x I- w uy!F❑� oi° it aw y zx� J aJry x°xO° w �wzyy pa° gJw. rn ogr8 rn y m �azya r J x y rc dUww w- _ x S: ww¢ a a ww Zm Qz�WO. r � W�dJ�Igix ra W.w.. OE-U�(O eGwFOz.. G�z .. .. .. yIy aaYii,t gNin�❑N�K N W gZ'2 W O C iF W W 22 UU OK Q 2ry W Zw- a'pp Fw aa aQ¢ Z Z mO F 2 W j ° � T000 Oy qmy� Za QQOZ2w m aw yJ2 O oz,o-w HyO yF❑U m �� C Zwx�SO a°d=- 5 Yy cP J N O 601 , yW WU O td� x C �iiyU W Z W W U'O 7VyLL W U❑ jxQLLLL7�U. O LLZ E£ +fin - Uw o��zu z�z� iw�m°❑x < w ozz �oz ° ��- aOO z LL g a =o $. vmm x O o to O. a wwYw a �w wy y m�WLLOWOz_�_�¢y LLo❑o d r❑ y Nama o°wl- a OW N(L° HU aim r�mmx cY'¢o o,xwzNZOy � cxi♦ r I'- mMoa y'mWjQ JO❑ v rm z°w� JLL¢❑ Jy°fin = w z~ z2I--.w zg2 o ¢2 c m yU�Ox V z O ? J G W O a'y W r W w�Q vIa 9 Z o-:w — O�Ur xzz�W W a6 O z0 y Nom ❑ z 2 za Q- o m doz � z W -Eg 5 Az. ��2 �' Lu �w Oz 8 N w_ F �z o �y owo$ t w v ❑. d� o �� � xw zy aa ¢ FSw�yr° �z° yIy�a �azO�N'xzmo WOoz w C1rCCJ azavwi o o wdu N c ry u O2 V ox,.' ° rc F Ox°y F Mq ❑ I- W y Y N J Q LL-x Z Um y W m S O OF a O O-W Q W O H y �' y �LL ¢ yQ �J Z Z... C Z �$ a m xQ�W UQ y m UrU�(JU-' Z Jx LL to y S ❑ m WW z 0 aw OW F OJ � (9 ¢yid O IaFy 1LL yOxpU2 U OZOW ayyZ 7 JUN❑ yy W y LLO�y WUmy yy (/!4 Fw °z Oy y� y.Z Z� W$�'^ O m Z ZO O Q Q 2 K 2 U . V 6 yyy❑ F� ZU W Z a W F y W M.00 W g2;1 Ow❑u3i O OE mug. Q.2 0 pOO W as UQapy UO>•m 222 a7d'a 2 LL9-02� O Z FCP J(7 O KID ¢ x Z za ` OQ 2-i�2 S P$F F m m tR,s OJ O U F- ¢ZLLU V p�p ~ I�I�Zr'n2F ZF ° OQOF �?O (�a� Z�w Z}NZ Z7 W ON_ F ym ❑ = wm a�Fw'Um LLiy V Z D �E W y wz- WNaJNi JQ agJQW F-y FY aaJ 7 UJZy°m9❑❑°a a°ay f/1 O U'y JOW❑° yU 16I-- C7Fy -J Z rn z_x N 0 y - Hx W S g ] ozm ZO ❑ Ga Gaw 6 119 cxia o8 o wz gz Vwm�uo:a >az� �� W�o C1x�d❑ you�xWx o xw�❑o$� ¢M pxQa vrzzW z "�-ccWPw o g o yc�y ao �aa° w❑yowZm mN�O O° ❑xg �pp� LLxUx ? W y o z xLL F w� O°p uw_LL d� vwz U z LL w� w w 2 �`y'w a 23J w wz_0 �3u�iwww9 xx x O S� c0 OLLz W��uuwoF O��aa❑v W g w ❑m ❑ rb'a ❑ ;a yu gazo�m pp 2 x x-xm oo F- wgao�m o° qO� °x�Z 9W ���x Oz¢ $o ado-x Sml�aO$�xW d°=O y w Oyyu� /S�z pp U ❑µow »xwt x 1� �j pOZ00�I�I a w OH x °w O t) xp O OOOZUx VG° Q y QOSa W?yyax tll�waRUMATQNP: '7dLLVW$w _j 3Uy y5 WZ=mU Ny❑OwUGH NUyU e11"IM, s.) W cZ0ZL'ZZOZL\GQ114zz0Zv-1 alap -1-1 ou alp £ZOZ-ZZ-ll 03N`JIS 31V(I dM iuQ} UlIJy E55Z-5Z£(90Z) ZZl96 VM'3�lib'35 OSZ 311f15 3015301 b'�DEL ezoz a 1Lg 1�xofs�" woomuvaaul6uammm DUI Ill - Jt? 21J SIl U Odal UO 6UI J v I v s i o 3 1 I I a v N payaayo1e'�, assszZscsOz(.■a3'099[-erscsozl:yd 8 pl. 8 VI d l p l `d l l d Q 91E66. �7r.. g£Ogg yM'po—Al'0£S OPS W 3AV a2)££OZ06 L d b��12�b�W S '^ VenAva r -S d,.Oul 4s9-LI..ION s.laau!6u3 v ) umwp = o" y� S2133N1°JN3 •I'lSON S3-LV100SSV '3 H3-713f1W 3SNH1 ouq I V. a,,,,, ti IHLInl�n N3M £Z04ZZII 1331IW23d looZZozZ x�^z aol aoedS aseal pasodoad SNOIlODdSNI TdI��dS W Z ZO LL mLL (~j 0.a0 o s _ am LOZ ,,c^^ tom r �V) vI ry m mOi LLO U° Zvi L IS tV r Sda'. Wz6 U� y=WG Z W N z m Mc'i VJ W> a' LL _ W W N LLa Ka0 a Z °a a� �ya Z I— z U) Cy a� m �rz ad O (, ¢� W wpm L) 0 of `W^ M Z o�z RcoZZ U U) ... V 0 O OWU(~.1 I X X UOV J_ Z Y O O U fYW 2aLL Oj U X X X X Wy6 aWUa pr 1 I-I.. a Z_ N=Wan yOy ���/'� U W it z X X X C_ O NUg N VJ ❑ N'm o UJm NNo Z O o oho OO 0 ° � ° W LLI 2 z U w)LL° V?°z LL W Q W OLLJ ❑ zw�° zd)¢ Z P? O O Z ° v/^ Q ZO O zy vJ z- °Y� zW W Zm�K 2 z i UW2 z-OrONCGOLJI-. a a>woWK UoarU (W W u w � o g Qom r— °W�ya�2w =NMa U53�NUO°W rZa°z WwFax�sSwaW z moU z o C zza o W Fw o zm o d 2 2 zW¢U a 0 mxn z a z m �o �z zU VZ-O WW a zz o Q oW110 Z z °24 = z- LLO Z=gz ° C) O o ��� a f F w U O ° z W wQW OoLL z O 1 WN M. (D i U U> U a QW aZ 2mz,z 0 ~mm ° ° w° �z ww ° o$ za Z OZ O z�w z u o U z w o z zN r ¢O a �U W a�0� 9-z aa zK iviZ W K UwJO 4wy �i WS � aU a= Woo. pa fwzWpo- Z�nm WWO K W° QUa W� O Q NU zaZDOU2 W Z a aW LLLL U - O U p Q paO W ON1 O O0 aZF WWNw- O - °oOwa i Xw a"Zz OO° z ULL _ 1 aUX-O -nO ziZ Wwpa wO UN aa< Wa Wa w : 02N W`` C OQ w f G ON - Nn??4 � �a gl yanop'wopO=OI'£L-OL-II'�^p'IAOLLOLL-91-suou�adsul Inl�a�-L'05-'I'150MLOOZZOZZ\ZLOLL�SaI1dZZOZ\'l Wp -S!M Ou %ep £ZOZ-ZZ-t t:C13NEE)IS 31V0 dM 'UO1 UIIJy ESSZ-SZE(90Z) ZZ L86 VM:'3111V35 OSZ 311f15 30153)IH1 OE £ZOZ-Lt-t[ `Pllg lrrotg woo mweeu!Bua— �j `d 1 v S 1 ❑ 3 1 I H O id b7poqo ,yiaa�,�oy 8699-ZZS(90Z)xeJ095G-SZS(90Z)'gd 8 "'ulpllll8-�laed IeIJ}snpul}aodJit/uo1bUIIJd ` 9E09BVM Po—uA7'OESeUoS'M3AVaii££OZO6l �../^^ �.,/ vEnwe r •S'd'"ou);sannWON slaau)Bug d V J-LH V WS S2U33NI°JN3 ) lvHnionuis •I•1 SON s3-vvim0SSv3 H3-11 3 n W 3 3 N-,1'ou qoi13SDV03d �ooZZOZZaoj aoedg @seal pasodoid NVId O Q m U o 0,0s TI l I I U I 3 it ply N W [ y ( o , ! I I t �J �- - - _ - H - I --- --- l_LJ --- -LiJ II I II i N — �1 N F -� I— _J L '1 z W > I, 0-,SZ „PAS „0-SLL „0-,OOZ - Q m U W LL ZbI'19-P'D00101'£L-OZ-II'r-VW 0ZZ-ZbII-xId il—A0-0'IS-'I'15�NU.00ZZOZ IIxwzVI atop uoISlAai �°u RVP EZ0Z-ZZ-W(33NOIS 31V0 VM'UOIBUIIJV ESSZ-SZE(90Z) • ZZ L26 VM'3111V35 • ❑SZ 311nS • 30163)IV1 OE L £zoz-LL•LL `fig 7YB07g�. w .Mwaaulaua*mmm 6UI In - Jt; 8li Snl U OdJI UO 6UI J v L v s i Cl 3 i L HH ❑ a v r- povaLp ,a� �4pd 8899-ZZS(90Z):XBd'099L-SZ9(90Z):4d 8 pl. 8 �I d I p I�J b' I b' 9IL69 9E098 VM'P°°muuAl'0£S apnS"M 3AV Oa£E OZOBL �.,/I'� �j vOnAve'r •S.d'•Oul ISGML41J0N Sdaaul6u3 V VlaVWS .....:� umlip ';�, Sa33N1'JN3 •r'1 SON ou qol 1b21f11�fION3M S 31b'I O S S`d '3 ?d 3 —1 3 fl W 3'.7 N`d1 I tz zzz LL ASlIwa3d LOOzzozz J0l eoedS esea�pBS0d0Jd NV_ld JNINV1 IJ 30Id30 430?]VI N3 I'l a - _ z 00.X £b-ZM009'dAl'30VdS 3SnOH3NVM J NOad 3OU:10 VNIlb213d3S SIIVM 1HO3H find A L.L CCD z LL x U � �iC O L S _ W Op Uv ° � Wo 0 O 0°o ZLL Q �cv� W i2p — — — — — —a. - ZkrcZZN _ ___ wO op L'ZS/9 IIV.30 aid SOn15 Ol'dAO N318Vd w o m ° 'SIIVMaV3HS'dA01HE)13H llnd=,.9L es-'emoo9 J o. Q �3ow i 2 3 a Z � OD°, W 3 w N 6 0 �a w a Q <.9-:8'A313'M'O'1> 4310N 33S 1 w = L'ZS/8 IIV130 aid SOn1S O1'dA0 N31SVd 'SI3NVd'dA0/m SIIVMdV HSO°::bz £b-Z9LS009 0 Fx y b310N 33S w m U ° P K � ILL - LL r2 a 0 t�A �w rri O w aaFo J yO�W DO< W K ro LL O ow��d~w 3 3 w / io Y OLL o�NUF? J Q Zyo 3 w �z Sgpp;O°�gOz�a9 4310N 33S N a�w a y �4:bZ E-Z9LS009 L ZS/01IV130 aid Sons Ol'dA0 N31SVd w= o z $o o 'SI3NVd'dA0/M SIIVM aV3HS o°,:bZ Eb-Z9LS009 �' m N m yroww�m b310N 33S LL 3 'aOH aOH 2iclFl a0H O w � � Q N N ZZ a OW ul W°Z Uj 0YN 00 o H p=9 p a.uJ =O-i m 0 z y C7 yo d: b. W,mmm L'ZSI811V13O aid SOn1S 01'dA0 N31SVd 'SIIVM NV3HS AM)IHO13H 7nJ OO::9P0£b-MS009 ° I.. r "' a :,:,,?"m^ ::. Mrm«: wkaMNMRP!....: .w+n.a••+ L.rv•+m'g+nlw.H., r ' ua-W'weikuu'una."imumdGrvva.�*�"Su.vims:5+1e"atrw.�,H+,awa Jw.34w«i-u. d'.rrie.,�:.wdd(Nttre�t..:ua>wr;;a'-.S«r.'s .. w� �,nn•....w,�..,...sa4:Euduex 94'7anoP'WOOO-OI'o-OZ-II'6MVLOOZZOZZ-B4-'bld 91214lO pe6,plu3-I'IS-'I'1 S2N.0 ZZOMMOM52lHZZOZ\'l Eezozzz-�L wlslnw -Ou alep E9OZ-ZZ-WCI9NEI9 31V0 VILp - V/VI'UQ} UllJy ESSZ-SZE(90Z) ZZLBfi VM'3111H35 ❑SZ 3Lf15 30153p1b'l❑El. is £ZOZ-LL-LL 1YNpr woo musieaul6ue'mmm V I v S 1 O 3 1 I H J N `v T� papa \ � a0a8zz5cloZi: �oL�Zsc�Z�:yd 8 6ulplm8-��ed leu1snpul�odaly u0j6ulliy a£0a6 vm'po�wu4i'0£a.avns'�M 3AV.a8££OZO6I, /'► V�.,/�A� _ vgnAvsr S.d'-oul;s8MAJON sJ99ul6u3 dVDIU V YYS N S2133NIJN340 � v/J :y ���.1 SON ssitrlsossv 's �13 I l3nw solvtr� N opuor / ..zo' � �vanlanaN3 13s 1lwa3d IooZZOZZ jol aoedS aseal pasodoad SN01103S JNIW`d�lJ 30`dO IME)n Zm� oJ� Oaf pw Ua - w z co mog JQ ❑a - ❑Z Q Q Q H O m - >>f . Z0 '® Q U WW as Z 0Z Q -� O U _ J J v ZQ O LL I y Z LL L.L. z Y O U CL xw O �z o 0 H k_a O 111 K m OOZ,,. roO�O<o Z O H V z z a z �❑LLo - g /W� n�mna m Ful w w uJ m 3.,SN Doom 3 y a w w a w O O ❑W wQg OiU, WxYWO. OwF ;,8/LL °�OQmai p Ho K i o 0-03ug m O o° na/E w Y ro@ r J F- �n QQ❑ _ .. - UAW <F�mW o x #� WJgS xm m QZ mUa ��N N20 a4Vi �O V io W Z W O? �F W LL J ya fO L) zzo m0 vim F=o� ¢wX OZ u u�v �IF - W Og��' �z°o m°' ZO0 F��❑� '-Ow Z JJOz .w w9i �.,9m t F- LLS W70 5<�a OUUNm W O'-U °w y00 z �O F - z I �mgw�fn m zFm Q aww wo m¢ n d z W AM - F- z `O°avOiz �a p� y - co a w¢ry oa Z vzCa -" 0 O m ogow Z /duJ a V 6P7 U J-Z m iY/W„Zf 0 LL J ��8/L L: Q>0 o 01 O mw 1 LL ~ Q 5 C. • Q �❑ I W Z m O NFN w � z U ma i Op o �Qm Yoa m S3 W �? Zof / 1 w � z r LLOwz W JmZ LLU ¢ 0 LL� o_ O� v~im wo ma a W QOZ �. a! ZLU - m(:1� a O m ?❑ NO N Wm y 0 yay 0 0 m � �^ OU ❑FO Y w cWi W m F fO <F Z �n C7 upi H z n (go sz w mo ma M �g �< U mO O m U Z M O o m� _ U w L � w J ❑ m W� O aW N33 °w W Nw w FNo mo m u �= ¢W m O �0 U� ❑o t'-a o e om U y� wLL 3 a 30� /W///�' - Oz m0 ❑ N ow❑, 3 VJ KUow w y °ma ❑ uio� $ Z gwo z 0 ga wao��z v~iz wwao� 4 �❑ I•.' mm NW �� �� o N ia3o °<w 3o J = 11 Q ��ahNyxW O SO:Ot~/1W QU7 m❑ _ z:t ��r �r �3 ^Y aw OrG .° o4LLw 3 - W m g'ov�NS� Nam Nm z W � g W w m W Z J Q.... z 0 _ _ _ o ° W W z < w g o \ c w ❑ Q F$ ow e \ \ m e i 3 1 W ai cp 0. w ug U wa o �' \\ Da - O Qz CO r CO. w r,� m� W mo% < W <i� ❑ z Ij m wo of = m;m F ��°2 J ° j3W F ww a� boo rNw �u \\\ O wwo w 3 3 I ' > o�gQ 7 m 5 w�� ter- �.°m aW. a \\ w� J �mw o ; (�. v~i��i =a= __ W a s ❑�_ wo % 10� J ❑gym z aow O m • wwfn iW Z� / SOQ = x mm C gi ¢ _ [72mWF .. . y m U x wiz OOwLL zz bz.axm �3z0 aam o OQ o ,0.0�0 ma _ aF= _ � 700 w. _W Q iGLLLL V 2 J W Z J I4~ y /� w()ww omwx ra� c \L F-HN NWm Omw mm WLU °Wa L U wz� Zvi W moim3 Q N NO m< I(—1 /� Ow I- �O o� wIO.0 C7p wa w v EL zzo m H�a Nj _ l- Ln f- _WOW VW/�1 w W '6�w www o �Q Z-n of v S� 50 50^�5 wO-.rc -" mow o��im¢ am W? 7UQd H zo W= V/ z mo ma ., ., ♦� ooz�LL o m m 91'72AVp'U)OOtOI 1'1-1-ZS--I1 S1)MWOZZOZLIZromsouzz:OZ\'1 Permit#: 5712 Permit Date: 11/22/23 Permit Type: COMMERCIAL ALTERATION Project Name: NCS, Inc Applicant Name: Smartcap Arlington Airport Industrial Park Applicant Address: 8201 164th Ave NE, Suite 110 Applicant, City, State, Redmond, WA 98052 Zip: Contact: Phone: 2062328569 Email: brittney@thesmartcapgroup.com Scope of Work: Tenant Improvement for office, training room, conference room, break room and restrooms Valuation: 754 50.00 0 Square Feet: 43 Number of Stories: 1 Construction Type: 111B Occupancy Group: B; Business ID Code: CIC Permit Issued: Permit Expires: Form Permit Type: COMMERCIAL ALTERATION Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SMARTCAP ARLINGTON 301 AP- 31052100400100 7216 51 ST AVE NE,Suite AIRPORT AIRPORT INDUSTRIAL 1 / INDUSTRIAL MANUFACTURING PARK QOZB,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# SMARTCAP 8201 164TH CONSTRUCTION DBA 206-290-4478 AVE NE STE CONSTRUCTION LABOR& SMARTCL81 ONR PIVOTAL 110 CONTRACTOR INDUSTRIES CONSTTRUCTION Plan Reviews Date Review'lype Description Assigned To Review Status 11/22/2023 COMMERCIAL ALTERATION BUILDING In Review 11/22/2023 COMMERCIAL PLANNING In Review ALTERATION 11/22/2023 COMMERCIAL PW-ADMIN-GIS In Review ALTERATION 11/22/2023 COMMERCIAL ALTERATION PW-SEW-REV In Review 11/22/2023 COMMERCIAL ALTERATION PW-WAT--REV In Review Fees Fee Description Notes Amount Building Plan Review Table 4-2 $4,351.87 Total $4,351.87 Payments Date Paid By Description Payment Type Accepted By Amount 11/28/2023 XBP Conf: 159614978 $4,351.87 Outstanding Balance $0.00 Notes Date Note Created By: 11/22/2023 Deferred submittals:plumbing,mechanical and fire. Kristin Foster Uploaded Files Date File Name 11/22/2023 17575660-20231122 BLD5712 EncrgyCalcs.pdf 11/22/2023 17575661-20231122 BLD5712 Pians.pdf 11/22/2023 17575662-20231122 BLD5712 StructuralCalcs.ndf 11/22/2023 17575663-20231122 BLD5712 ARplication.Rdf CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 qW INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERNIIT 17216 51ST AVE NE,Suite 114 Permit#: 5712 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052100400100 DATE OF ISSUANCE. Scope of Work:Tenant Improvement for office,training room,conference room, Valuation:754250.00 break room and restrooms OWNER APPLICANT CONTRACTOR SMARTCAP ARLINGTON AIRPORT Smartcap Arlington Airport Industrial DAVIS SCHUEL.LER INC. INDUSTRIAL PARK QOZB,LLC Park 8201 164TH AVE.NW,SUITE 110 8201 164th Ave NE.Suite 110 2070U 44th Avenue W, #280 REDMOND,WA 98052 Redmond,WA 98052 LYNNWOOD,WA 98037 2062328569 425-775-9400 LIC:601-273-797 EXP: 11/30/2024 LIC:DAVISSII05PN EXP:07/01/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2018 STORIES: 1 CONST.TYPE: 11113 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 SPATE 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 1S 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.IBC110/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. App scant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. 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 DO-MAIN (CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 01/16/2024 Building Plan Revlew $4,351.87 01/16/2024 ProcessingfTechnology $25.00 01/16/2024 Building Permit $6,689.80 01/16/2024 State Surcharge-Commercial $25.00 Total Due: $11,091.67 Total Payment: $11,091.67 Balance Due: $0.00 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 CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SECTION 111 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 17216 515t Ave NE, Suite 114 Building Permit Number 5712 Name &Address of Owner Occupant Load Number of Stories SMARTCAP ARLINGTON AIRPORT Business Area: 24/Training: 41 /Warehouse: 51 1 INDUSTRIAL PARK QOZB LLC Type of Construction/Sprinkler System Required Use 8201 164TH AVE NE, STE 110 IIIB/Yes Office/Warehouse REDMOND, WA 98052 THE Structure HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP B / S-1 OCCUPANCY ISSUED June 25, 2024 BY BUILDING OFFICIAL Permit#: 5712 Permit Date: 11/22/23 Permit Type: COMMERCIAL ALTERATION Project Name: NCS, Inc Applicant Name: Smartcap Arlington Airport Industrial Park Applicant Address: 8201 164th Ave NE, Suite 110 Applicant, City, State,Redmond, WA 98052 Zip: Contact: Phone: 2062328569 Email: brittney@thesmartcapgroup.com Scope of Work: Tenant Improvement for office, training room, conference room, break room and restrooms Valuation: 754250.00 Square Feet: 31824 Number of Stories: 1 Construction Type: 111B Occupancy Group: S-1; Storage Mod Hazard ID Code: CIC Permit Issued: 01/16/2024 Permit Expires: 07/15/2024 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SMARTCAP 17216 51 STAVE NE,Suite ARLINGTON 301 AP- 31052100400100 114 AIRPORT AIRPORT INDUSTRIAL/ INDUSTRIAL MANUFACTURING PARK QOZB,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# DAVIS SCHUELLER 4601 Chennault CONSTRUCTION INC 425-775-9400 Beach Rd Ste CONTRACTOR COA 601-273-797 4200 DAVIS SCHUELLER 4601 Chennault CONSTRUCTION INC 425-775-9400 Beach Rd Ste CONTRACTOR Labor&Industries DAVISSI105PN #200 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/20/2024 C20.BUILDING AM Requested 05/21/2024 05/21/2024 BUILDING Approved FINAL C 13.CEILING AM Requested 05/08/2024 GRID Call Scott in the morning, 05/09/2024 05/09/2024 BUILDING Approved 206-510-5688 03/26/2024 C09.FRAMING Screw inspection,partial. 03/26/2024 SafeBuilt Approved Framing,approved. 03/14/2024 C11.INSULATION AM requested 03/15/2024 03/15/2024 BUILDING Approved 03/07/2024 C09.FRAMING 03/08/2024 03/08/2024 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 12/28/2023 COMMERCIAL BUILDING Approved ALTERATION 11/22/2023 COMMERCIAL See note PLANNING Approved ALTERATION 12/28/2023 COMMERCIAL No comments,LT&KS PW-ADMIN-GIS Approved ALTERATION 12/28/2023 COMMERCIAL No comments.Class 1.SB PW-SEW-REV Approved ALTERATION 12/28/2023 COMMERCIAL PW-WAT-REV In Review ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $4,351.87 Processing/Technology $25.00 Building Permit Table 4-1 $6,689.80 State Surcharge-Commercial Commercial Only $25.00 Total $11,091.67 Attached Letters Date Letter Description 01/11/2024 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/28/2023 XBP Conf: $4,351.87 159614978 01/15/2024 XBP Con£ $6,739.80 163179497 Outstanding Balance $0.00 Notes Date Note Created By: 06/25/2024 Emailed the CO to Brittney Brandt and Chris Sweeney. Kristin Foster 01/16/2024 Received notification from applicant that the contractor has changed to Davis Schueller. Kristin Foster 11/22/2023 Deferred submittals:plumbing,mechanical and fire. Kristin Foster Uploaded Files Date File Name 06/25/2024 21219031-20240625 NCS BLD5712 CofO IBC 2018.12-df O1/16/2024 18200492-20240116 BLD5712 IssuedPermit.pdf 11/22/2023 17575660-20231122 BLD5712 EnergyCalcs.pdf 11/22/2023 17575661-20231122 BLD5712 Plans.pdf 11/22/2023 17575662-20231122 BLD5712 StructuralCalcs.pdf 11/22/2023 17575663-20231122 BLD5712 Application.pdf Date: 05/26/2026 Permit#: 5712 Permit Date: 11/22/2023 Review Date: 11/22/2023 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 12/22/2023 Scheduled Time: 00:00 Completed Date: 12/04/2023 Description: See note Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes STE#113 & STE#114 12/04/2023 No exterior remodel proposed Property Information Parcel#: 31052100400100 SMARTCAP ARLINGTON AIRPORT INDUSTRIAL PARK QOZB, LLC SMARTCAP ARLINGTON AIRPORT INDUSTRIAL 8201 164TH AVE NW, SUITE 110 PARK QOZB, LLC 17216 51 ST AVE NE, Suite 114 REDMOND, WA 98052 Zoning: 301 AP- INDUSTRIAL/ MANUFACTURINGLot: 50213131ock: