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HomeMy WebLinkAbout5002 172nd St Ne_BLD6253_2025 COMMERCIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS Site Plan Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate applications, plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. Reinforced Concrete Structural Steel and Welding Bolting in Concrete High-Strength Bolting Pre-stressed Concrete Spray-Applied Fireproofing Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ I acknowledge that all items designated as submittal requirements must accompany my Commercial Building Permit Application to be considered a complete submittal. COMMERCIAL BUILDING INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL 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 Mulit-Family Mixed-Use Property Address: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: 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: ï‚· New gas piping requires a pressure test hooking to any appliance ï‚· Sediment traps (drips) are required on all gas lines ï‚· Gas lines are required to be supported/secured per IFGS, Section 415 ï‚· Proper Combustion air and venting required for all appliances ï‚· A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4  Not Applicable Proposed Piping Material:  CSST  Brass  Black Steel  Galvanized Steel  Other Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  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 >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/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 >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ 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 = $ Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping ≤ 5 units x $ 15.00 = $ REV03.2022 Page 3 of 6 COMMERCIAL BUILDING MECHANICAL PERMIT FEES (per unit) Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by $ 15.00 $ x = 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 $ 10.00 $ x = 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:  Fixture specifications and equipment with locations.  Location and type of all backflow assemblies for each fixture.  Calculations for Grease Interceptor.  Pipe size and location of sanitary and potable water systems.  Riser diagram of waste, vent, and rain water systems, including sizes.  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) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping ≤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus ≤ 5 x $ 5.00 = inlets/outlets) Miscellaneous – regulated by plumbing x $ 15.00 = code, not otherwise specified Pretreatment Interceptor x $ 15.00 = REV03.2022 Page 5 of 6 COMMERCIAL BUILDING PLUMBING PERMIT FEES (per fixture) Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE  New  Retail  Medical  Automotive Based  Industrial  Office  Restaurant  Machine Shop  Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply.  Ice Machine  Dialysis Equip.  Air washers  Coffee Urn/Espresso  Hydrotherapy Equip.  Steam Generators  Carbonated Bev.  Dental Equip.  Dye Vats  Fume Hoods  Laboratory Equip.  Pressure Washers  Degreasers  Autoclave/Sterilizers  Cooling Towers  Hot Tub/Spa  Decorative Fountain  Fire Sprinkler  Aquarium  Swimming Pools  Sprinkler w/chemicals  Lawn Irrigation  Well on property  Other: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor?  Yes  No  Don’t Know Does the plumbing system currently have an oil/water  Yes  No  Don’t Know separator? Is water used in the business process (washing, rinsing,  Yes  No  Don’t Know cooling)? Does your business require a NPDES permit?  Yes  No  Don’t Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Signature Print Name Date REV03.2022 Page 6 of 6 TRIMAR ENGINEERING Structural Calculation Project : Community Transit 8' x 4.67' Shelter Project address: 2312 W. Casino Road Everett, WA 98203 Prepared for : LNI Manufacturing, Inc. GENERAL NOTES 1.) DESIGN CODE : 2018 IBC 2.) DESIGN LOADS : ASCE 7-16 3.) WIND VELOCITY : 110 MPH 4.) GROUND SNOW LOAD : 25 PSF 5.) PROVIDE PROTECTON AGAINST DISSIMILAR MATERIALS 6.) PROVIDE PROTECTON AGAINST DISSIMILAR MATERIALS 7.) PROVIDE OPEN ENDS OF HOLLOW SECTIONS WITH FULLY WELDED CAP, CAP THICKNESS TO BE SIMILAR TO HOLLOW SECTION THICKNESS. 8.) IN CASE OF CONFLICT BETWEEN ARCHITECTURAL/SHOP DRAWINGS & THIS CALCULATION SET ( INCLUDING ANCHOR CALCULATION DRAWINGS ), THIS CALCULATION SET SHALL GOVERN. 12/12/2023 Prepared By: Cerenico G. Madrona, P.E., M.ASCE 7868 De Soto Ave. Canoga Park, CA 91304 W: 818-453-0394 C: 818-667-1279 Email: eco@trimarengineering.com Job: Community Transit 8' x 4.67' Shelter Pg. 2 2312 W. Casino Road, Everett, WA 98203 Design based on IBC 2018, ASCE 7-16 Design Loads Dead Load, D : Element Weight 1/8" Thk. Polycarbonate Roof Cover 1.0 psf 1/8" Diamond, 0.081 Thk Exp. Metal Wall Cladding 0.5 psf Roof Live Load, Lr = 20 psf Ground Snow Load, pg = 25 psf ( ASCE 7-16 Table 7.2-6 ) Wind Design Data ( See LNI Manufacturing, Inc. drawing for structure details ) Risk Category = II Basic wind speed (3 sec. gust wind) V = 110 mph Exposure category (B, C or D) = D - Default Topographic factor Kzt = 1 Mean roof height from grade = 7.83 ft. Roof Angle = ÆŸ Degrees Kh = velocity pressure exposure coefficient evaluated at height, h,(Tab. 27.3-1) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1) = 0.85 Site Elevation = 569.83 ft. Ke = ground elevation factor. (Tab. 26.9-1) = 1 Velocity pressure, q = 0.00256 K K K K V2 ( 26.10-1 ) = 22.38 PSF h h zt d e G = gust effect factor. (Sec. 26.11, page 269). = 0.85 Enclosure classification : Open Building Arched Roofs, ( Fig. 27.3-3 ) Rise = 1 Span = 4.39 r = 0.23 Cp (GCp) (+GCpi) p (-GCpi) p 0.2 ≤ r < 0.3, Windward quarter = 1.5r - 0.3 0.05 0.045 0.00 1.01 0.00 1.01 Center half = -0.7 - r -0.93 -0.789 0.00 -17.65 0.00 -17.65 Leeward quarter = -0.50 -0.50 -0.425 0.00 -9.51 0.00 -9.51 Parallel to Ridge of Arched Roof Wind Direction ( Fig. 27.3-1 ) [ Fig. 27.3-3, Foootnote 3 ] Horizontal Distance from Windward Edge Cp (GCp) (+GCpi) p (-GCpi) p 0 to h / 2 -1.30 -1.105 0.00 -24.73 0.00 -24.73 > h / 2 -0.70 -0.595 0.00 -13.32 0.00 -13.32 29.3 Design Wind Loads : Solid Freestanding Walls & Solid Signs Design wind force, F = qh G Cf As where: G = gust effect factor. (Sec. 26.9, page 254). = 0.85 Cf = net force coefficient. (Fig. 29.4-1, page 311) ELEMENT h Kh s B s / h B / s Lr As Cf qh p ( Psf ) Shelter walls, sides 6.670 0.85 5.920 2.670 0.89 0.45 0.25 15.81 1.62 22.38 30.8 Expanded metal wall is conservatively about 60% Open, Therefore Use ; 0.40p = 12 Psf for Expanded metal Walls Shelter walls, rear 6.670 0.85 5.920 7.250 0.89 1.22 0.25 42.92 1.54 22.38 29.3 Expanded metal wall is conservatively about 60% Open, Therefore Use ; 0.40p = 11.7 Psf for Expanded metal Walls See RISA calcs for structure members design Job: Community Transit 8' x 4.67' Shelter Pg. 3 2312 W. Casino Road, Everett, WA 98203 Snow Load, S Ground snow load, pg = 25 Psf Terrain Category = C Snow Exposure Factor, Ce = 0.9 Thermal Factor, Ct = 1.2 Slope Reduction Factor, Cs = 1 Importance factor, Is = 1 Flat Roof Snow Load , Pf = 0.7Ce Ct Is pg Flat Roof Snow Load , Pf = 18.9 Psf Minimum Flat Roof Snow Load , Pm = Is pg = 25 Psf ← Governs CANOPY FRAME ISOMETRIC VIEW NTS ( See LNI Manufacturing, Inc. drawing for structure details ) NOTE : ALL JOINTS TO BE FULLY WELDED UNLESS OTHERWISE SHOWN IN THE DRAWINGS FRAME MEMBERS SHAPE & MATERIAL SUMMARY ELEMENT SHAPE MATERIAL Post RT3X3X0.188 6061 - T6 Post Brace RT3X3X0.188 6061 - T6 Post Mid Brace RT1.5X3X0.125 6061 - T6 Wall Frame RT1X3X0.125 6061 - T6 Roof Beam USC5X2.32 6061 - T6 Perimeter Roof Beam RT2X4X0.125 6063 - T5 Roof Joist RT1X2X0.125 6061 - T6 Ridge Beam RT1X2X0.125 6061 - T6 Base Shoe RT2.5X2.5X0.250 6061 - T6 Job: Community Transit 8' x 4.67' Shelter Pg. 4 2312 W. Casino Road, Everett, WA 98203 Seismic Design Data 2018 IBC, ASCE 7-16 CHAPTER 11, 12, 13, 15 SEISMIC DESIGN CRITERIA Risk Category = II Seismic Importance factor = 1 Site class = D- Default Seismic Design Category = D Basic seismic-force-resisting system : Ordinary Cantilever Column System Latitude (degrees) : 47.918990 Longitude (degrees) : -122.265483 Response Spectral Acc. (0.2 sec) Ss = 138.60%g = 1.386g Response Spectral Acc.( 1.0 sec) S1 = 49.30%g = 0.493g Soil Site Class D - Default Site Coefficient Fa = 1.200 Site Coefficient Fv = 1.807 ( ASCE 7-16 Table 11.4-2 ) Max Considered Earthquake Acc. SMS = Fa.Ss = 1.663g Max Considered Earthquake Acc. SM1 = Fv.S1 = 0.891g @ 5% Damped Design SDS = 2/3(SMS) = 1.109g SD1 = 2/3(SM1) = 0.594g Design Base shear ( Equivalent Lateral Force Procedure ) SDS = 1.109 SD1 = 0.594 V = Cs W Cs = SDS / ( R / Ie ) TL = 6 R = 1.25 Ωo = 1.25 ( ASCE 7-16 Table 12.2-1 ) I e = 1 Cs = 0.89 hn = 7.83 ft T = 0.02*hn^0.75 = 0.094 sec Cs max = SD1 / (T*( R / Ie )) = 5.075 But not < 0.03 Cs min = 0.044 SDS Ie = 0.049 For S1 ≥ 0.6g : min. Cs = 0.8S1 / ( R / Ie ) = 0.316 Cs = 0.887 governs Design base Shear, V = Cs W Where: W = Structure dead load Job: Community Transit 8' x 4.67' Shelter Pg. 5 2312 W. Casino Road, Everett, WA 98203 Post Base Anchor Design Max. Base Reactions: ( From RISA calcs, LC39, Node N2 ) X = 0.148 Kip Y = -0.492 Kip Z = -0.037 Kip MX = 0.0 Kip-Ft MY = 0.0 Kip-Ft MZ = 0.0 Kip-Ft See HILTI Profis Engineering calcs pages USE : HILTI Kwik Bolt TZ2 Stainless Steel 316 1/2" DIA. x 2.50" MIN. ANCHOR DEPTH Installed per ICC ESR- 4266 on existing min. f'c = 3000 psi concrete Base Plate Design Check : 8-1/2" x 8-1/2" x 1/2" Thick 6061-T6 Alum. Base Plate (See Profis Engineering calcs resulting anchor forces) Material properties: Tensile stress = ɸF = 17.52 ksi ( Welded ) Compressive stress = ɸF = 17.52 ksi ( Welded ) Base Plate b = 8.5 in. Anchor resulting tension force, Ta = 0.44 kip Resultant distance to base plate critical section, e = 2.063 in. Moment demand at critical section = M = Ta x e = 0.91 kip- in t req = SQRT ( 4 Z / b ) (LRFD) Z = M / ɸF = 0.052 in3 t req = 0.16 in. USE : 8-1/2" x 8-1/2" x 1/2" Thick 6061-T6 Alum. Base Plate NOTES : Design of canopy frame and anchorage is based on the assumption that the existing supporting structure is adequate to carry loads imposed by the attached canopy. Existing structures / walls components shown in the shop drawings to be field verified. Trimar Engineering Community Transit Shelter 4.67 x 8 Pg. 6 CM Community Transit Shelter … 3D FRAME Trimar Engineering Community Transit Shelter 4.67 x 8 Pg. 7 CM Community Transit Shelter … MEMBERS Trimar Engineering Community Transit Shelter 4.67 x 8 Pg. 8 CM Community Transit Shelter … BOUNDARIES Trimar Engineering Community Transit Shelter 8 x 4.67 Pg. 9 CM Community Transit Shelter 8 … WIND LOAD CASE A1 Trimar Engineering Community Transit Shelter 8 x 4.67 Pg. 10 CM Community Transit Shelter 8 … WIND LOAD CASE A2 Trimar Engineering Community Transit Shelter 8 x 4.67 Pg. 11 CM Community Transit Shelter 8 … WIND LOAD CASE A3 Trimar Engineering Community Transit Shelter 8 x 4.67 Pg. 12 CM Community Transit Shelter 8 … SNOW LOAD Trimar Engineering Community Transit Shelter 4.67 x 8 Pg. 13 CM Community Transit Shelter … ROOF LIVE LOAD Trimar Engineering Community Transit Shelter 4.67 x 8 Pg. 14 CM Community Transit Shelter … ROOF COVER & CLADDING DEAD LOAD Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Aluminum Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³] Table B.4 kt Ftu [ksi]Fty [ksi]Fcy [ksi]Fsu [ksi] Ct 1 3003-H14 10100 3787.5 0.33 1.3 0.1728 Table B.4-1 1 19 16 13 12 141 2 6061-T6 10100 3787.5 0.33 1.3 0.1728 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 0.33 1.3 0.1728 Table B.4-2 1 22 16 16 13 141 4 6063-T6 10100 3787.5 0.33 1.3 0.1728 Table B.4-2 1 30 25 25 19 141 5 5052-H34 10200 3787.5 0.33 1.3 0.1728 Table B.4-1 1 34 26 24 20 141 66061-T6 W 10100 3787.5 0.33 1.3 0.1728 Table B.4-1 1 24 15 15 15 141 76063-T5 W 10100 3787.5 0.33 1.3 0.1728 Table B.4-2 1 17 8 8 10 141 Aluminum Section Sets Label Shape Type Design List Material Design RuleArea [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 Post RT3X3X0.188 ColumnRectangular Tubes 6061-T6 W Typical 2.11 2.8 2.8 4.18 2 Post Brace RT3X3X0.188 Beam Rectangular Tubes 6061-T6 W Typical 2.11 2.8 2.8 4.18 3 Post Mid Brace RT1.5X3X0.125 Beam Rectangular Tubes 6061-T6 W Typical 1.06 0.396 1.21 0.919 4 Wall Frame RT1X3X0.125 Beam Rectangular Tubes 6061-T6 W Typical 0.938 0.153 0.95 0.422 5 Roof Beam USC5X2.32 Beam AA Channel 6061-T6 W Typical 1.97 0.48 7.49 0.043 6 Perimeter Roof Beam RT2X4X0.125 Beam Rectangular Tubes 6063-T5 W Typical 1.44 0.992 2.98 2.3 7 Roof Joist RT1X2X0.125 Beam Rectangular Tubes 6061-T6 W Typical 0.688 0.105 0.332 0.245 8 Ridge Beam RT1X2X0.125 Beam Rectangular Tubes 6061-T6 W Typical 0.688 0.105 0.332 0.245 9 Base Shoe RT2.5X2.5X0.250ColumnRectangular Tubes 6061-T6 W Typical 2.25 1.92 1.92 2.85 10 5 RT2.5X2.5X0.250 Beam Rectangular Tubes 6061-T6 W Typical 2.25 1.92 1.92 2.85 11 6 L1X1X0.25 Beam Single Angle 6061-T6 W Typical 0.4375 0.03690.03690.0075 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M1 N1 N5 Base Shoe Column Rectangular Tubes 6061-T6 W Typical 2 M2 N2 N6 Base Shoe Column Rectangular Tubes 6061-T6 W Typical 3 M3 N3 N8 Base Shoe Column Rectangular Tubes 6061-T6 W Typical 4 M4 N4 N7 Base Shoe Column Rectangular Tubes 6061-T6 W Typical 5 M5 N5 N35 Post Column Rectangular Tubes 6061-T6 W Typical 6 M6 N6 N32 Post Column Rectangular Tubes 6061-T6 W Typical 7 M7 N7 N30 Post Column Rectangular Tubes 6061-T6 W Typical 8 M8 N8 N31 Post Column Rectangular Tubes 6061-T6 W Typical 9 M9 N9 N20 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 10 M10 N11 N12 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 11 M11 N11 N10 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 12 M12 N12 N14 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 13 M13 N13 N19 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 14 M14 N15 N19 90 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 15 M15 N15 N16 90 Post Mid Brace Beam Rectangular Tubes 6061-T6 W Typical 16 M16 N18 N17 90 Post Mid Brace Beam Rectangular Tubes 6061-T6 W Typical 17 M17 N19 N21 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 18 M18 N19 N18 90 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 19 M19 N20 N25 Wall Frame Beam Rectangular Tubes 6061-T6 W Typical 20 M20 N22 N23 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 21 M21 N22 N24 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 22 M22 N23 N26 Post Brace Beam Rectangular Tubes 6061-T6 W Typical 23 M23 N27 N43 RIGID None None RIGID Typical 24 M24 N27 N35 90 Roof Beam Beam AA Channel 6061-T6 W Typical 25 M25 N28 N51 RIGID None None RIGID Typical 26 M26 N29 N40 RIGID None None RIGID Typical 27 M27 N30 N33 90 Roof Beam Beam AA Channel 6061-T6 W Typical RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 15 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 28 M28 N31 N30 90 Roof Beam Beam AA Channel 6061-T6 W Typical 29 M29 N32 N29 90 Roof Beam Beam AA Channel 6061-T6 W Typical 30 M30 N33 N52 RIGID None None RIGID Typical 31 M31 N34 N47 RIGID None None RIGID Typical 32 M32 N34 N31 90 Roof Beam Beam AA Channel 6061-T6 W Typical 33 M33 N35 N32 90 Roof Beam Beam AA Channel 6061-T6 W Typical 34 M34 N36 N41 RIGID None None RIGID Typical 35 M35 N37 N54 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 36 M36 N38 N50 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 37 M37 N38 N51 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 38 M38 N39 N59 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 39 M39 N41 N60 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 40 M40 N41 N48 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 41 M41 N42 N58 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 42 M42 N44 N57 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 43 M43 N45 N48 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 44 M44 N46 N55 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 45 M45 N49 N56 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 46 M46 N50 N41 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 47 M47 N51 N45 Perimeter Roof Beam Beam Rectangular Tubes 6063-T5 W Typical 48 M48 N51 N53 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 49 M49 N53 N68 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 50 M50 N54 N61 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 51 M51 N55 N62 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 52 M52 N56 N63 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 53 M53 N57 N67 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 54 M54 N58 N65 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 55 M55 N59 N66 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 56 M56 N60 N64 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 57 M57 N61 N72 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 58 M58 N62 N73 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 59 M59 N63 N74 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 60 M60 N64 N71 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 61 M61 N65 N69 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 62 M62 N66 N70 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 63 M63 N67 N76 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 64 M64 N68 N75 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 65 M65 N69 N80 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 66 M66 N70 N77 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 67 M67 N71 N79 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 68 M68 N72 N78 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 69 M69 N73 N77 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 70 M70 N74 N80 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 71 M71 N75 N79 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 72 M72 N76 N78 90 Roof Joist Beam Rectangular Tubes 6061-T6 W Typical 73 M73 N77 N79 90 Ridge Beam Beam Rectangular Tubes 6061-T6 W Typical Node Coordinates Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 0.4545 0 0.4375 2 N2 2.8715 0 0.4375 3 N3 0.4545 0 7.4375 4 N4 2.8715 0 7.4375 5 N5 0.4545 0.4 0.4375 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 16 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 6 N6 2.8715 0.4 0.4375 7 N7 2.8715 0.4 7.4375 8 N8 0.4545 0.4 7.4375 9 N9 0.4545 0.815 5.0625 10 N10 2.8715 0.815 0.4375 11 N11 0.4545 0.815 0.4375 12 N12 0.4545 0.815 7.4375 13 N13 0.4545 0.815 2.8125 14 N14 2.8715 0.815 7.4375 15 N15 0.4545 3.648 0.4375 16 N16 2.8715 3.648 0.4375 17 N17 2.8715 3.648 7.4375 18 N18 0.4545 3.648 7.4375 19 N19 0.4545 3.648 2.8125 20 N20 0.4545 3.648 5.0625 21 N21 0.4545 6.481 2.8125 22 N22 0.4545 6.481 0.4375 23 N23 0.4545 6.481 7.4375 24 N24 2.8715 6.481 0.4375 25 N25 0.4545 6.481 5.0625 26 N26 2.8715 6.481 7.4375 27 N27 0 7.106 0.4375 28 N28 0 7.106 5.1808 29 N29 4.542 7.106 0.4375 30 N30 2.8715 7.106 7.4375 31 N31 0.4545 7.106 7.4375 32 N32 2.8715 7.106 0.4375 33 N33 4.542 7.106 7.4375 34 N34 0 7.106 7.4375 35 N35 0.4545 7.106 0.4375 36 N36 4.542 7.106 5.1808 37 N37 0 7.167 7.6675 38 N38 0 7.167 0 39 N39 0 7.167 2.6942 40 N40 4.542 7.167 0.4375 41 N41 4.542 7.167 5.1808 42 N42 0 7.167 0.2075 43 N43 0 7.167 0.4375 44 N44 4.542 7.167 7.6675 45 N45 0 7.167 7.875 46 N46 4.542 7.167 2.6942 47 N47 0 7.167 7.4375 48 N48 4.542 7.167 7.875 49 N49 4.542 7.167 0.2075 50 N50 4.542 7.167 0 51 N51 0 7.167 5.1808 52 N52 4.542 7.167 7.4375 53 N53 0.508 7.704 5.1808 54 N54 0.508 7.704 7.6675 55 N55 4.034 7.704 2.6942 56 N56 4.034 7.704 0.2075 57 N57 4.034 7.704 7.6675 58 N58 0.508 7.704 0.2075 59 N59 0.508 7.704 2.6942 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 17 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 60 N60 4.034 7.704 5.1808 61 N61 1.106 8.052 7.6675 62 N62 3.436 8.052 2.6942 63 N63 3.436 8.052 0.2075 64 N64 3.436 8.052 5.1808 65 N65 1.106 8.052 0.2075 66 N66 1.106 8.052 2.6942 67 N67 3.436 8.052 7.6675 68 N68 1.106 8.052 5.1808 69 N69 1.676 8.231 0.2075 70 N70 1.676 8.231 2.6942 71 N71 2.866 8.231 5.1808 72 N72 1.676 8.231 7.6675 73 N73 2.866 8.231 2.6942 74 N74 2.866 8.231 0.2075 75 N75 1.676 8.231 5.1808 76 N76 2.866 8.231 7.6675 77 N77 2.271 8.292 2.6942 78 N78 2.271 8.292 7.6675 79 N79 2.271 8.292 5.1808 80 N80 2.271 8.292 0.2075 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] 1 N1 Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction 4 N4 Reaction Reaction Reaction Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Distributed Area(Member) 1 Self Weight DL -1 2 Roof Live Load RLL 8 3 Roof Cover DL & Wall Cladding DL 19 4 Wind Load Case 1 WL 9 5 Wind Load Case 2 WL 9 6 Wind Load Case -3 WL 21 7 Snow Load SL 8 8 ELX - Earthquake Load X ELX 0.887 9 ELZ - Earthquake Load Z ELY 0.887 10 BLC 2 Transient Area Loads None 32 11 BLC 3 Transient Area Loads None 115 12 BLC 4 Transient Area Loads None 78 13 BLC 5 Transient Area Loads None 95 14 BLC 6 Transient Area Loads None 150 15 BLC 7 Transient Area Loads None 32 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 ASCE ASD 1 Yes Y DL 1 2 ASCE ASD 3 Yes Y DL 1 RLL 1 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 18 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 3 ASCE ASD 4 Yes Y DL 1 RLL 0.75 4 ASCE ASD 5 Yes Y DL 1 4 0.6 5 ASCE ASD 5 Yes Y DL 1 5 0.6 6 ASCE ASD 5 Yes Y DL 1 6 0.6 7 ASCE ASD 6 Yes Y DL 1 4 0.45 RLL 0.75 8 ASCE ASD 6 Yes Y DL 1 5 0.45 RLL 0.75 9 ASCE ASD 6 Yes Y DL 1 6 0.45 RLL 0.75 10 ASCE ASD 7 Yes Y DL 0.6 4 0.6 11 ASCE ASD 7 Yes Y DL 0.6 5 0.6 12 ASCE ASD 7 Yes Y DL 0.6 6 0.6 13 ASCE ASD 3 (b) Yes Y DL 1 SL 1 14 ASCE ASD 4 (b) Yes Y DL 1 SL 0.75 15 ASCE ASD 6 (b) Yes Y DL 1 4 0.45 SL 0.75 SL 16 ASCE ASD 6 (b) Yes Y DL 1 5 0.45 SL 0.75 SL 17 ASCE ASD 6 (b) Yes Y DL 1 6 0.45 SL 0.75 SL 18 ASCE ASD 8 Yes Y DL 1 Sds*DL 0.14 Om*ELX 0.7 19 ASCE ASD 8 Yes Y DL 1 Sds*DL 0.14 Om*ELZ 0.7 20 ASCE ASD 8 Yes Y DL 1 Sds*DL 0.14 Om*ELX -0.7 21 ASCE ASD 8 Yes Y DL 1 Sds*DL 0.14 Om*ELZ -0.7 22 ASCE ASD 9 Yes Y DL 1 Sds*DL 0.105 Om*ELX 0.525 SL 0.75 23 ASCE ASD 9 Yes Y DL 1 Sds*DL 0.105 Om*ELZ 0.525 SL 0.75 24 ASCE ASD 9 Yes Y DL 1 Sds*DL 0.105 Om*ELX -0.525 SL 0.75 25 ASCE ASD 9 Yes Y DL 1 Sds*DL 0.105 Om*ELZ -0.525 SL 0.75 26 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELX 0.7 27 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELZ 0.7 28 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELX -0.7 29 ASCE ASD 10 Yes Y DL 0.6 Sds*DL -0.14 Om*ELZ -0.7 30 ASCE Strength 1 Y DL 1.4 31 ASCE Strength 2 Y DL 1.2 RLL 0.5 32 ASCE Strength 3 Y DL 1.2 RLL 1.6 4 0.5 33 ASCE Strength 3 Y DL 1.2 RLL 1.6 5 0.5 34 ASCE Strength 3 Y DL 1.2 RLL 1.6 6 0.5 35 ASCE Strength 4 Y DL 1.2 4 1 LL 0.5 LLS 1 RLL 0.5 36 ASCE Strength 4 Y DL 1.2 5 1 LL 0.5 LLS 1 RLL 0.5 37 ASCE Strength 4 Y DL 1.2 6 1 LL 0.5 LLS 1 RLL 0.5 38 ASCE Strength 5 Y DL 0.9 4 1 39 ASCE Strength 5 Y DL 0.9 5 1 40 ASCE Strength 5 Y DL 0.9 6 1 41 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELX 1 LL 0.5 LLS 1 42 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELZ 1 LL 0.5 LLS 1 43 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELX -1 LL 0.5 LLS 1 44 ASCE Strength 6 Y DL 1.2 Sds*DL 0.2 Om*ELZ -1 LL 0.5 LLS 1 45 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELX 1 46 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELZ 1 47 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELX -1 48 ASCE Strength 7 Y DL 0.9 Sds*DL -0.2 Om*ELZ -1 Member Area Loads (BLC 2 : Roof Live Load) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N37 N42 N58 N54 PY A-B -0.02 2 N54 N58 N65 N61 PY A-B -0.02 3 N61 N65 N69 N72 PY A-B -0.02 4 N72 N69 N80 N78 PY A-B -0.02 5 N78 N80 N74 N76 PY A-B -0.02 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 19 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Member Area Loads (BLC 2 : Roof Live Load) (Continued) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 6 N76 N74 N63 N67 PY A-B -0.02 7 N67 N63 N56 N57 PY A-B -0.02 8 N57 N56 N49 N44 PY A-B -0.02 Member Area Loads (BLC 3 : Roof Cover DL & Wall Cladding) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N37 N42 N58 N54 Y A-B -0.001 2 N54 N58 N65 N61 Y A-B -0.001 3 N61 N65 N69 N72 Y A-B -0.001 4 N72 N69 N80 N78 Y A-B -0.001 5 N78 N80 N74 N76 Y A-B -0.001 6 N76 N74 N63 N67 Y A-B -0.001 7 N67 N63 N56 N57 Y A-B -0.001 8 N57 N56 N49 N44 Y A-B -0.001 9 N37 N54 N57 N44 Y A-B -0.001 10 N54 N61 N67 N57 Y A-B -0.001 11 N61 N72 N76 N67 Y A-B -0.001 12 N76 N72 N78 Y A-B -0.001 13 N49 N56 N58 N42 Y A-B -0.001 14 N56 N63 N65 N58 Y A-B -0.001 15 N63 N74 N69 N65 Y A-B -0.001 16 N74 N80 N69 Y A-B -0.001 17 N10 N24 N22 N11 Y Two Way -0.0005 18 N12 N23 N22 N11 Y Two Way -0.0005 19 N12 N23 N26 N14 Y Two Way -0.0005 Member Area Loads (BLC 4 : Wind Load Case 1) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N11 N22 N23 N12 X Two Way 0.0117 2 N37 N42 N58 N54 Perp A-B -0.001 3 N58 N65 N61 N54 Perp A-B -0.001 4 N65 N69 N72 N61 Perp A-B -0.0176 5 N72 N69 N80 N78 Perp A-B -0.0176 6 N78 N80 N74 N76 Perp A-B -0.0176 7 N76 N74 N63 N67 Perp A-B -0.0176 8 N63 N56 N57 N67 Perp A-B -0.0095 9 N56 N49 N44 N57 Perp A-B -0.0095 Member Area Loads (BLC 5 : Wind Load Case 2) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N12 N23 N22 N11 X Two Way -0.0117 2 N44 N57 N56 N49 Perp A-B -0.001 3 N57 N67 N63 N56 Perp A-B -0.001 4 N63 N67 N76 N74 Perp A-B -0.0176 5 N80 N74 N76 N78 Perp A-B -0.0176 6 N69 N80 N78 N72 Perp A-B -0.0176 7 N72 N61 N65 N69 Perp A-B -0.0176 8 N54 N58 N65 N61 Perp A-B -0.0095 9 N37 N42 N58 N54 Perp A-B -0.0095 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 20 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Member Area Loads (BLC 6 : Wind Load Case -3) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N10 N24 N22 N11 Perp Two Way 0.012 2 N49 N56 N58 N42 Perp Two Way -0.012 3 N56 N63 N65 N58 Perp Two Way -0.012 4 N63 N74 N69 N65 Perp Two Way -0.012 5 N74 N80 N69 Perp Two Way -0.012 6 N51 N42 N58 N53 Perp A-B -0.0247 7 N68 N53 N58 N65 Perp A-B -0.0247 8 N75 N68 N65 N69 Perp A-B -0.0247 9 N79 N75 N69 N80 Perp A-B -0.0247 10 N71 N79 N80 N74 Perp A-B -0.0247 11 N64 N71 N74 N63 Perp A-B -0.0247 12 N60 N64 N63 N56 Perp A-B -0.0247 13 N41 N60 N56 N49 Perp A-B -0.0247 14 N37 N51 N53 N54 Perp A-B -0.0133 15 N61 N54 N53 N68 Perp A-B -0.0133 16 N72 N61 N68 N75 Perp A-B -0.0133 17 N78 N72 N75 N79 Perp A-B -0.0133 18 N76 N78 N79 N71 Perp A-B -0.0133 19 N67 N76 N71 N64 Perp A-B -0.0133 20 N57 N67 N64 N60 Perp A-B -0.0133 21 N44 N57 N60 N41 Perp A-B -0.0133 Member Area Loads (BLC 7 : Snow Load) Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N37 N42 N58 N54 PY A-B -0.025 2 N54 N58 N65 N61 PY A-B -0.025 3 N61 N65 N69 N72 PY A-B -0.025 4 N72 N69 N80 N78 PY A-B -0.025 5 N78 N80 N74 N76 PY A-B -0.025 6 N76 N74 N63 N67 PY A-B -0.025 7 N67 N63 N56 N57 PY A-B -0.025 8 N57 N56 N49 N44 PY A-B -0.025 Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 0 N1 max 0.067 5 0.328 16 0.025 5 0 17 0 17 0 17 1 min -0.066 10 -0.224 10 -0.009 12 0 1 0 1 0 1 2 N2 max 0.089 11 0.435 15 0.023 4 0 17 0 17 0 17 3 min -0.09 4 -0.291 11 -0.022 11 0 1 0 1 0 1 4 N3 max 0.067 5 0.326 16 -0.001 10 0 17 0 17 0 17 5 min -0.067 10 -0.226 10 -0.05 6 0 1 0 1 0 1 6 N4 max 0.089 11 0.437 15 0.022 11 0 17 0 17 0 17 7 min -0.09 4 -0.29 11 -0.023 4 0 1 0 1 0 1 8 Totals: max 0.312 5 1.17 13 0 13 9 min -0.312 10 -0.232 12 -0.073 12 Envelope AA ADM1-20: ASD - BUILDING Member Aluminum Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCPnc/Om[k]Pnt/Om[k]Mny/Om[k-ft]Mnz/Om[k-ft]Vny/Om[k]Vnz/Om[k] Cb Eqn 0 M1 RT2.5X2.5X0.250 0.047 0.4 5 0.014 0.4 y 5 20.455 20.455 1.164 1.164 4.773 4.773 1.746H.1-1 1 M2 RT2.5X2.5X0.250 0.052 0.4 11 0.019 0.4 y 4 20.455 20.455 1.164 1.164 4.773 4.773 1.746H.1-1 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 21 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Envelope AA ADM1-20: ASD - BUILDING Member Aluminum Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCPnc/Om[k]Pnt/Om[k]Mny/Om[k-ft]Mnz/Om[k-ft]Vny/Om[k]Vnz/Om[k] Cb Eqn 2 M3 RT2.5X2.5X0.250 0.046 0.4 5 0.014 0.4 y 5 20.455 20.455 1.164 1.164 4.773 4.773 1.746H.1-1 3 M4 RT2.5X2.5X0.250 0.052 0.4 11 0.019 0.4 y 4 20.455 20.455 1.164 1.164 4.773 4.773 1.746H.1-1 4 M5 RT3X3X0.188 0.088 0.4195 0.066 6.706 y 13 13.104 19.182 1.414 1.414 4.996 4.996 2.541H.1-1 5 M6 RT3X3X0.188 0.182 6.70613 0.055 6.706 y 13 13.104 19.182 1.414 1.414 4.996 4.996 3 H.1-1 6 M7 RT3X3X0.188 0.183 6.70613 0.055 6.706 y 13 13.104 19.182 1.414 1.414 4.996 4.996 3 H.1-1 7 M8 RT3X3X0.188 0.088 0.4195 0.066 6.706 y 13 13.104 19.182 1.414 1.414 4.996 4.996 2.541H.1-1 8 M9 RT1X3X0.125 0.062 0 5 0.014 0 y 10 5.078 8.527 0.232 0.48 3.58 0.852 1 H.1-1 9 M10 RT3X3X0.188 0.054 7 6 0.032 2.333 z 4 12.74 19.182 1.414 1.414 4.996 4.996 3 H.1-1 10 M11 RT3X3X0.188 0.165 0 5 0.039 2.417 y 4 18.735 19.182 1.414 1.414 4.996 4.996 2.342H.1-1 11 M12 RT3X3X0.188 0.165 0 5 0.039 2.417 y 4 18.735 19.182 1.414 1.414 4.996 4.996 2.342H.1-1 12 M13 RT1X3X0.125 0.062 0 5 0.014 0 y 10 5.078 8.527 0.232 0.48 3.58 0.852 1 H.1-1 13 M14 RT1X3X0.125 0.077 0 5 0.008 2.375 y 11 5.788 8.527 0.232 0.48 3.58 0.852 1 H.1-1 14 M15 RT1.5X3X0.125 0.157 0 5 0.029 0 z 5 7.965 9.636 0.4 0.611 3.58 1.534 1 H.1-1 15 M16 RT1.5X3X0.125 0.157 0 5 0.029 0 z 5 7.965 9.636 0.4 0.611 3.58 1.534 1 H.1-1 16 M17 RT1X3X0.125 0.047 0.9154 0.013 2.833 y 11 5.078 8.527 0.232 0.48 3.58 0.852 1 H.1-1 17 M18 RT1X3X0.125 0.077 4.6255 0.009 4.625 z 6 2.551 8.527 0.232 0.48 3.58 0.852 1 H.1-1 18 M19 RT1X3X0.125 0.047 0.9154 0.013 2.833 y 11 5.078 8.527 0.232 0.48 3.58 0.852 1 H.1-1 19 M20 RT3X3X0.188 0.04 0 15 0.012 2.333 z 11 12.74 19.182 1.414 1.414 4.996 4.996 2.444H.1-1 20 M21 RT3X3X0.188 0.077 2.41713 0.022 2.417 y 15 18.735 19.182 1.414 1.414 4.996 4.996 2.383H.1-1 21 M22 RT3X3X0.188 0.078 2.41713 0.022 2.417 y 15 18.735 19.182 1.414 1.414 4.996 4.996 2.383H.1-1 22 M24 USC5X2.32 0.252 0 13 0.206 0.455 z 13 17.909 17.909 0.429 2.27 5.182 6.109 1.124H.1-1 23 M27 USC5X2.32 0.672 0 13 0.088 0 z 13 15.615 17.909 0.363 2.27 5.182 6.109 1.03H.1-1 24 M28 USC5X2.32 0.157 2.41713 0.006 2.417 z 13 13.49 17.909 0.429 2.27 5.182 6.109 1.053H.1-1 25 M29 USC5X2.32 0.67 0 13 0.088 0 z 13 15.615 17.909 0.363 2.27 5.182 6.109 1.031H.1-1 26 M32 USC5X2.32 0.251 0 13 0.206 0.455 z 13 17.909 17.909 0.429 2.27 5.182 6.109 1.124H.1-1 27 M33 USC5X2.32 0.156 2.41713 0.006 2.417 z 13 13.49 17.909 0.429 2.27 5.182 6.109 1.053H.1-1 28 M35 RT1X2X0.125 0.089 0 13 0.02 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 29 M36 RT2X4X0.125 0.218 4.54213 0.011 4.542 y 15 5.65 6.982 0.401 0.602 2.636 1.182 1 H.1-1 30 M37 RT2X4X0.125 0.735 2.64413 0.196 0.432 z 13 5.398 6.982 0.401 0.602 2.636 1.182 1 H.1-1 31 M38 RT1X2X0.125 0.494 0 13 0.089 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 32 M39 RT1X2X0.125 0.525 0 13 0.09 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 33 M40 RT2X4X0.125 0.75 0 13 0.446 2.47 z 13 6.406 6.982 0.401 0.602 2.636 1.182 1 H.1-1 34 M41 RT1X2X0.125 0.106 0 12 0.021 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 35 M42 RT1X2X0.125 0.115 0 13 0.022 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 36 M43 RT2X4X0.125 0.218 4.54213 0.011 4.542 y 15 5.65 6.982 0.401 0.602 2.636 1.182 1 H.1-1 37 M44 RT1X2X0.125 0.525 0 13 0.09 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 38 M45 RT1X2X0.125 0.112 0 13 0.021 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 39 M46 RT2X4X0.125 0.726 2.64413 0.445 0.432 z 13 5.398 6.982 0.401 0.602 2.636 1.182 1 H.1-1 40 M47 RT2X4X0.125 0.757 0 13 0.195 2.47 z 13 6.406 6.982 0.401 0.602 2.636 1.182 1 H.1-1 41 M48 RT1X2X0.125 0.494 0 13 0.089 0 z 13 6.216 6.255 0.159 0.252 2.216 0.852 1 H.1-1 42 M49 RT1X2X0.125 0.269 0 13 0.098 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 43 M50 RT1X2X0.125 0.078 0 13 0.032 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 44 M51 RT1X2X0.125 0.294 0 13 0.1 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 45 M52 RT1X2X0.125 0.098 0 13 0.034 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 46 M53 RT1X2X0.125 0.098 0 13 0.035 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 47 M54 RT1X2X0.125 0.078 0 13 0.032 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 48 M55 RT1X2X0.125 0.269 0 13 0.098 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 49 M56 RT1X2X0.125 0.294 0 13 0.1 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 50 M57 RT1X2X0.125 0.046 0.59713 0.026 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 51 M58 RT1X2X0.125 0.206 0.59713 0.104 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 52 M59 RT1X2X0.125 0.04 0 13 0.029 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 53 M60 RT1X2X0.125 0.206 0.59713 0.104 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 54 M61 RT1X2X0.125 0.047 0.59713 0.027 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 55 M62 RT1X2X0.125 0.215 0.59713 0.102 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 22 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 8 x 4.67 Envelope AA ADM1-20: ASD - BUILDING Member Aluminum Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCPnc/Om[k]Pnt/Om[k]Mny/Om[k-ft]Mnz/Om[k-ft]Vny/Om[k]Vnz/Om[k] Cb Eqn 56 M63 RT1X2X0.125 0.04 0.59713 0.03 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 57 M64 RT1X2X0.125 0.215 0.59713 0.102 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 58 M65 RT1X2X0.125 0.063 0.3813 0.016 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 59 M66 RT1X2X0.125 0.331 0.59813 0.059 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 60 M67 RT1X2X0.125 0.332 0.59813 0.062 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 61 M68 RT1X2X0.125 0.062 0.39313 0.017 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 62 M69 RT1X2X0.125 0.332 0.59813 0.063 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 63 M70 RT1X2X0.125 0.06 0.44913 0.02 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 64 M71 RT1X2X0.125 0.332 0.59813 0.059 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 65 M72 RT1X2X0.125 0.06 0.43613 0.02 0 z 13 6.255 6.255 0.159 0.252 2.216 0.852 1 H.1-1 66 M73 RT1X2X0.125 0.05 1.24312 0.026 2.487 z 12 4.021 6.255 0.159 0.252 2.216 0.852 1 H.1-1 RISA-3D Version 21 [ Community Transit Shelter 8 x 4.67.r3d ] Page 23 Company : Trimar Engineering Designer : CM Job Number : Checked By : CM Model Name : Community Transit Shelter 4.67 x 8 Node Reactions LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 39 N2 0.148 -0.492 -0.037 0 0 0 2 39 N4 0.148 -0.491 0.037 0 0 0 3 39 N3 0.112 0.439 -0.029 0 0 0 4 39 N1 0.112 0.44 0.029 0 0 0 5 39 Totals: 0.52 -0.103 0 6 39 COG (ft): X: 2.933 Y: 16.217 Z: 3.942 RISA-3D Version 21 [ Community Transit Shelter 4.67 x 8.r3d ] Page 24 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 25 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab Specifier's comments: Community Transit 8' x 4.67' Shelter 1 Anchor Design 1.1 Input data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 Effective embedment depth: h = 2.000 in., h = 2.500 in. ef,act nom Material: AISI 304 Evaluation Service Report: ESR-4266 Issued I Valid: 12/17/2021 | 12/1/2023 Proof: Design Method ACI 318-19 / Mech Stand-off installation: e = 0.000 in. (no stand-off); t = 0.500 in. b Anchor plateCBFEM : l x x ly x t = 8.500 in. x 8.500 in. x 0.500 in.; Profile: Square HSS (AISC), HSS2-1/2X2-1/2X.250; (L x W x T) = 2.500 in. x 2.500 in. x 0.250 in. Base material: cracked concrete, 3000, f ' = 3,000 psi; h = 4.500 in. c Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in.] & Loading [kip, ft.kip] Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 25 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 26 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 1.1.1 Design results Case Description Forces [kip] / Moments [ft.kip] Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0.492; V = -0.148; V = -0.037; no 13 x y M = 0.00000; M = 0.00000; M = 0.00000; x y z 1.2 Load case/Resulting anchor forces y 3 4 Anchor reactions [kip] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0.220 0.037 -0.036 -0.009 2 0.219 0.039 -0.038 -0.008 x 3 0.220 0.037 -0.036 -0.010 4 0.218 0.040 -0.038 -0.011 resulting tension force in (x/y)=(0.000/0.000): 0.000 [kip] resulting compression force in (x/y)=(0.000/0.000): 0.000 [kip] 1 2 Anchor forces are calculated based on a component-based Finite Element Method (CBFEM) 1.3 Tension load Load Nua [kip] Capacity f Nn [kip] Utilization bN = Nua/f Nn Status Steel Strength* 0.220 8.906 3 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Failure** 0.877 6.818 13 OK * highest loaded anchor **anchor group (anchors in tension) 1.3.1 Steel Strength N [kip] f f N [kip] N [kip] sa sa ua 11.875 0.750 8.906 0.220 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 26 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 27 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 1.3.2 Concrete Breakout Failure A [in.2] A [in.2] c [in.] c [in.] y Nc Nc0 a,min ac c,N 144.00 36.00 5.750 6.000 1.000 ec1,N [in.] y ec1,N ec2,N [in.] y ec2,N y ed,N y cp,N kcr 0.010 0.997 0.003 0.999 1.000 1.000 17 l a Nb [kip] f f Ncbg [kip] Nua [kip] 1.000 2.634 0.650 6.818 0.877 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 27 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 28 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 1.4 Shear load Load Vua [kip] Capacity f Vn [kip] Utilization bV = Vua/f Vn Status Steel Strength* 0.040 5.426 1 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 0.153 7.373 3 OK Concrete edge failure in direction x-** 0.153 6.823 3 OK * highest loaded anchor **anchor group (relevant anchors) 1.4.1 Steel Strength V [kip] f f V [kip] V [kip] sa sa ua 8.348 0.650 5.426 0.040 1.4.2 Pryout Strength A [in.2] A [in.2] c [in.] k c [in.] y Nc Nc0 a,min cp ac c,N 144.00 36.00 5.750 1 6.000 1.000 ec1,V [in.] y ec1,V ec2,V [in.] y ec2,V y ed,N kcr 0.000 1.000 0.000 1.000 1.000 17 l a Nb [kip] f f Vcpg [kip] Vua [kip] 1.000 2.634 0.700 7.373 0.153 1.4.3 Concrete edge failure in direction x- l [in.] d [in.] c [in.] A [in.2] A [in.2] e a a1 Vc Vc0 2.000 0.500 34.750 289.69 5,434.03 y ed,V y parallel,V ec,V [in.] y ec,V y c,V y h,V 0.733 1.000 0.000 1.000 1.000 3.403 l a Vb [kip] f f Vcbg [kip] Vua [kip] 1.000 73.280 0.700 6.823 0.153 1.5 Combined tension and shear loads, per ACI 318-19 section 17.8 bN bV z Utilization bN,V [%] Status 0.129 0.022 5/3 4 OK b = bz + bz <= 1 NV N V Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 28 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 29 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 1.6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7. • The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment." Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 29 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 30 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 1.7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1 Profile: Square HSS (AISC), HSS2-1/2X2-1/2X.250; (L x W x T) = 2.500 in. x Item number: 2210260 KB-TZ2 1/2x3 3/4 SS304 2.500 in. x 0.250 in. Hole diameter in the fixture: d = 0.562 in. Maximum installation torque: 0.04012 ft.kip f Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in. Hole depth in the base material: 2.750 in. Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 2.5 in embedment, 1/2 (2) hnom1, Stainless steel, installation per ESR-4266 1.7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Torque controlled cordless impact tool • Properly sized drill bit • Torque wrench • Hammer y 4.250 4.250 3 4 1.000 4.250 6.500 x 4.250 1 2 1.000 1.000 6.500 1.000 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 -3.250 -3.250 34.750 37.250 - 12.250 2 3.250 -3.250 41.250 30.750 - 12.250 3 -3.250 3.250 34.750 37.250 - 5.750 4 3.250 3.250 41.250 30.750 - 5.750 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 30 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 31 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 2 Anchor plate design 2.1 Input data Anchor plate: Shape: Rectangular lx x ly x t = 8.500 in x 8.500 in x 0.500 in Calculation: CBFEM Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00% Anchor type and size: Kwik Bolt TZ2 - SS 304 1/2 (2) hnom1, hef = 2.000 in Anchor stiffness: The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Design method: AISC and LRFD-based design using component-based FEM Stand-off installation: eb = 0.000 in (No stand-off); t = 0.500 in Profile: HSS2-1/2X2-1/2X.250; (L x W x T x FT) = 2.500 in x 2.500 in x 0.250 in x - Material: ASTM A500 Gr.B Rect; Fy = 46,000 psi; εlim = 5.00% Eccentricity x: 0.000 in Eccentricity y: 0.000 in Base material: Cracked concrete; 3000; fc,cyl = 3,000 psi; h = 4.500 in Welds (profile to anchor plate): Type of redistribution: Plastic Material: E70xx Mesh size: Number of elements on edge: 8 Min. size of element: 0.394 in Max. size of element: 1.969 in 2.2 Summary Description Profile Anchor plate Concrete [%] sEd [psi] ePl [%] sEd [psi] ePl [%] Hole bearing [%] 1 Combination 1 2,191 0.00 1,400 0.00 1 2 2.3 Anchor plate classification Results below are displayed for the decisive load combinations: Combination 1 Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method (CBFEM) anchor plate design Anchor 1 0.123 kip 0.220 kip Anchor 2 0.123 kip 0.219 kip Anchor 3 0.123 kip 0.220 kip Anchor 4 0.123 kip 0.218 kip User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be applied. 2.4 Profile/Stiffeners/Plate Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical cross sections, which should be performed outside of PROFIS Engineering. 2.4.1 Equivalent stress and plastic strain Part Load Material fy [psi] elim [%] sEd [psi] ePl [%] Status combination Plate Combination 1 ASTM A36 36,000 5.00 1,400 0.00 OK Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 2,191 0.00 OK Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 31 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 32 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab Part Load Material fy [psi] elim [%] sEd [psi] ePl [%] Status combination Rect Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 2,132 0.00 OK Rect Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 1,482 0.00 OK Rect Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 1,477 0.00 OK Rect 2.4.1.1 Equivalent stress Results below are displayed for the decisive load combination: 1 - Combination 1 46,000 psi 0 psi Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 32 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 33 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 2.4.1.2 Plastic strain Results below are displayed for the decisive load combination: 1 - Combination 1 5.00% 0.00% 2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 Decisive load combination: 1 - Combination 1 Results V [kip] FRn [kip] Utilization [%] Status Anchor 1 0.037 26.100 1 OK Anchor 2 0.039 19.321 1 OK Anchor 3 0.037 26.100 1 OK Anchor 4 0.039 19.763 1 OK 2.5 Concrete Decisive load combination: 1 - Combination 1 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 33 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 34 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 2.5.1 Compression in concrete under the anchor plate 141 psi 0 psi 2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 Results Load combination Fp [psi] s [psi] Utilization [%] Status Combination 1 3,315 40 2 OK 2.6 Symbol explanation elim Limit plastic strain ePl Plastic strain from CBFEM results Fp Concrete block design bearing strength fy Yield strength s Average stress in concrete sEd Equivalent stress FRn Factored resistance V Resultant of shear forces Vy, Vz in bolt. 2.7 Warnings ● By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and adequacy for your specific jurisdiction and project requirements. ● The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 34 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 35 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 3 Summary of results Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC. Load combination Max. utilization Status Anchors Combination 1 13% OK Anchor plate Combination 1 4% OK Concrete Combination 1 2% OK Profile Combination 1 5% OK Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 35 Hilti PROFIS Engineering 3.0.89 www.hilti.com Company: Trimar Engineering Page: 36 Address: 7868 De Soto Avenue Specifier: CM Phone I Fax: 818-453-0394 | E-Mail: eco@trimarengineering.com Design: Post Base Anchor Design_8 x 4.67 Date: 12/12/2023 Fastening point: Top of Slab 4 Remarks; Your Cooperation Duties ● Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the 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 expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret 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. ● You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 36 Community Transit LNI Job #: 23102 Contract No. #2023-097 Product List: LNI DWG #: 23102.DS.1 (40) 4'-8" x 8'-0" LNI Dome Roof Shelter (4) 4'-8" x 12'-0" LNI Dome Roof Shelter 12 - 12 - 2023 See Community Transit Shelter 4.67 x 8_Calcs Set_12-12-23 & Community Transit Shelter 4.67 x 12_Calcs Set_12-12-23 ENGINEER'S STAMP for more information on engineering calculations. 15542 Broadway Center St. Custom Manufacturing Gardena CA. 90248 TEL. 310 978 2000 since 1952 Sales@lnisigns.com Custom Manufacturing. 4x12 LNI DOME ROOF SHELTER (QTY = 4) FINISH 5'-6" 5'-6" ITEM QTY DESCRIPTION q TO q q TO q P1 RAL 5005 Signal Blue 1 1 4x12 ROOF ARCHITECTURE CG V 2 1 SIDE WALL A VI P2 RAL 9017 Traffic Black 3 1 SIDE WALL B " q P3 White Opal 4 1 COLUMN C '5- O 5 2 REAR WALL D 2 T q P4 Clear Polycarbonate 6 4 WALL PANEL F 7 8 WALL PANEL G 8 5 BASE SHOE 1 VI HARDWARE NEEDED (SINGLE SHELTER) VIII ITEM QTY DESCRIPTION P/N VII I 5 3/8"-16 x 4" L HEX BOLT 2 SECTION CF-CF II 10 3/8" PLAIN WASHER SCALE 1/2"=1' III 5 3/8" LOCK WASHER DETAIL CH IV 5 3/8"-16 HEX NUT P3 SCALE 3"=1' V 20 1/2"-13 x 1 1/2" L HEX BOLT 12'-0" 4'-8" VI 40 1/2" PLAIN WASHER OVERALL LENGTH OVERALL DEPTH VII 20 1/2" LOCK WASHER P4 VIII 20 1/2"-13 HEX NUT " IX 20 1/2"-13 18-8 SS WEDGE ANCHOR 4 CH '1- X 8 #10-32 x 3" L SS COUNTER-SUNK SCREW XI 4 #10-32 x 1 1/2" L SS COUNTER-SUNK SCREW XII 120 #10-32 x 1/2" L ONE-WAY TAMPER RESISTANT SCREW 3 2 P1 1 IV 8 I XII P2 III P2 IX T H 6 T GI II 5 H E GI "4 H E '- LL H 8 A " E R 0-' C E CF CF 7 N V A O 6 R A E L C " 9 XII 7 5 4 5 7 2'-2" XI 3 DETAIL CG 12 - 12 - 2023 FRONT VIEW SIDE VIEW SCALE 3"=1' SCALE 1/2"=1' SCALE 1/2"=1' ENGINEER'S STAMP Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address: 2312 W. Casino Rd 4'-8" x 12'-0" LNI Dome Roof Shelter TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-1 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. 1/8" THK. CLEAR LNI CAP EXTRUSION 6 MM WHITE OPAL STRUCTURAL POLYCARBONATE PANEL POLYCARBONATE 1 LNI MARK IV 6 MM WHITE OPAL STRUCTURAL EXTRUSION POLYCARBONATE 1/8" THK. CLEAR 3 POLYCARBONATE PANEL 1 2 LNI MARK IV EXTRUSION 8 3" x 3" x 3/16" THK. SQ. ALUM. TUBE 3" x 1 1/2" x 3/16" THK. 5 RECT. ALUM. TUBE 6 4 3" x 1 1/2" x 1/8" THK. RECT. 3 3" x 1 1/2" x 1/8" THK. RECT. 3" x 3" x 3/16" THK. ALUM. TUBE W/ ALUM. TUBE W/ SQ. ALUM. TUBE L1" x 1" x 1/4" THK. 5 L1" x 1" x 1/4" THK. 2 ALUM. ANGLE INSERT 5 ALUM. ANGLE INSERT 8 4 1/2" THK. ALUM. PLATE 3" x 3" x 3/16" THK. SQ. 2 1/2" x 2 1/2" x 1/4" THK. ALUM. TUBE W/ 5 SQ. ALUM. TUBE 6 2 1/2" x 2 1/2" x 1/4" THK. 1/2" THK. ALUM. PLATE SQ. ALUM. TUBE INSERT 8 BOTTOM FRONT AXONOMETRIC VIEW TOP REAR AXONOMETRIC VIEW 12 - 12 - 2023 ENGINEER'S STAMP Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4'-8" x 12'-0" LNI Dome Roof Shelter Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-2 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. 4x8 LNI DOME ROOF SHELTER (QTY = 40) FINISH 7'-0" ITEM QTY DESCRIPTION q TO q P1 RAL 5005 Signal Blue 1 1 4x8 ROOF ARCHITECTURE CK 2 1 REAR WALL E P2 RAL 9017 Traffic Black 3 1 SIDE WALL A V 4 1 SIDE WALL B " q P3 White Opal '5- O VI 5 4 BASE SHOE 2 T q P4 Clear Polycarbonate 6 10 WALL PANEL F 1 HARDWARE NEEDED (SINGLE SHELTER) ITEM QTY DESCRIPTION P/N I 4 3/8"-16 x 4" L HEX BOLT II 8 3/8" PLAIN WASHER VI III 4 3/8" LOCK WASHER 3 IV 4 3/8"-16 HEX NUT SECTION CJ-CJ VIII VII DETAIL CL V 16 1/2"-13 x 1 1/2" L HEX BOLT SCALE 1/2"=1' SCALE 3"=1' VI 32 1/2" PLAIN WASHER P3 VII 16 1/2" LOCK WASHER 8'-0" 4'-8" VIII 16 1/2"-13 HEX NUT OVERALL LENGTH OVERALL DEPTH IX 16 1/2"-13 18-8 SS WEDGE ANCHOR P4 X 4 #10-32 x 3" L SS COUNTER-SUNK SCREW " CL 4-' XI 2 #10-32 x 1 1/2" L SS COUNTER-SUNK SCREW 1 XII 81 #10-32 x 1/2" L ONE-WAY TAMPER RESISTANT SCREW P1 P2 I 6 IV T H IX 3 IG E "4 H -' LL III 2 8 A " R 0 E '- V II CJ CJ 7 O 6 " XI CM CM 9 XII 4 6 2 3 2'-2" 4 12 - 12 - 2023 DETAIL CK FRONT VIEW SIDE VIEW SCALE 3"=1' SCALE 1/2"=1' SCALE 1/2"=1' ENGINEER'S STAMP Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address: 2312 W. Casino Rd 4'-8" x 8'-0" LNI Dome Roof Shelter TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-3 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. LNI CAP EXTRUSION 6 MM WHITE OPAL STRUCTURAL 1/8" THK. CLEAR POLYCARBONATE POLYCARBONATE PANEL LNI MARK IV EXTRUSION 6 MM WHITE OPAL STRUCTURAL 1 POLYCARBONATE 1/8" THK. CLEAR POLYCARBONATE PANEL 4 6 LNI MARK IV 3 EXTRUSION 6 3" x 1 1/2" x 3/16" THK. RECT. ALUM. TUBE EXPANDED METAL 3" x 3" x 3/16" THK. WALL PANEL SQ. ALUM. TUBE 3" x 3" x 3/16" THK. SQ. 3" x 3" x 3/16" THK. 4 ALUM. TUBE W/ SQ. ALUM. TUBE 3 2 1/2" x 2 1/2" x 1/4" THK. 3" x 1 1/2" x 1/8" THK. RECT. SQ. ALUM. TUBE INSERT 5 ALUM. TUBE W/ 2 1/2" x 2 1/2" x 1/4" THK. L1" x 1" x 1/4" THK. 2 3" x 1 1/2" x 1/8" THK. RECT. 2 SQ. ALUM. TUBE ALUM. TUBE W/ ALUM. ANGLE INSERT 1/2" THK. ALUM. PLATE L1" x 1" x 1/4" THK. ALUM. ANGLE INSERT 1/2" THK. ALUM. PLATE 5 BOTTOM FRONT AXONOMETRIC VIEW TOP REAR AXONOMETRIC VIEW 12 - 12 - 2023 ENGINEER'S STAMP Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4'-8" x 8'-0" LNI Dome Roof Shelter Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, A-4 Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: 4x12 ROOF ARCHITECTURE (QTY = 4) -ALUM. SHEET: 5052-H32 ITEM QTY DESCRIPTION DIMENSION -POLYMER: POLYCARBONATE 1 2 6 MM WHITE OPAL STRUCTURAL POLY. J 2'-11 3/8" x 4'-10 7/16" -HARDWARE:18-8 STAINLESS STEEL 2 2 6 MM WHITE OPAL STRUCTURAL POLY. K 2'-10 3/8" x 4'-10 7/16" 3 2 0.125" THK. CLEAR ACRYLIC L 4'-3 1/2" x 1'-0" 4 5 LNI RACEWAY CAP EXTRUSION 4'-11" 5 4 0.063" THK. ALUM. TRIM 2'-11 3/8" x 1 1/2" 6 4 0.063" THK. ALUM. TRIM 2'-10 3/8" x 1 1/2" 12 - 12 - 2023 7 1 4x12 ROOF STRUCTURAL N/A ENGINEER'S STAMP HARDWARE NEEDED (SINGLE SHELTER) ITEM QTY DESCRIPTION 5 6 6 5 4 XIII 25 #10 x 1" L TEK SCREW W/ NEO. WASHER 2 XIV 44 #10 x 1/2" L TEK SCREW W/ NEO. WASHER XIII XIII 2'-83 " 2'-83 " 2'-83 " 2'-83 " 8 8 8 8 6 4 INSIDE DIM. INSIDE DIM. INSIDE DIM. INSIDE DIM. XIV 4 1 XIV 7 3 7 DETAIL CT DETAIL CR SCALE 3"=1' SCALE 3"=1' 5 6 TOP VIEW 6 5 SCALE 1/2"=1' 1 2 2 1 CT CU CP 11'-73 " 4 ARCHITECTURE DIMENSION CR CP FRONT VIEW SCALE 1/2"=1' SECTION CP-CP DETAIL CU SCALE 1"=1' SCALE 3"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4x12 Roof Architecture Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, A-5 Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. 3 ADD 1/8" x 1/8" SILICONE BEAD 4 IN GAPS TO MAKE WATER PROOF P/N: CRL 33S CLEAR SILICONE 5 6 6 3 5 TOP AXONOMETRIC VIEW BOTTOM AXONOMETRIC VIEW XIII 1 2 4 2 1 3 XIV 12 - 12 - 2023 XIV ENGINEER'S STAMP EXPLODED AXONOMETRIC VIEW HARDWARE NEEDED (SINGLE SHELTER) ITEM QTY DESCRIPTION XIII 25 #10 x 1" L TEK SCREW W/ NEO. WASHER XIV 44 #10 x 1/2" L TEK SCREW W/ NEO. WASHER Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4x12 Roof Architecture Gardena, CA 90248 Address: 2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-6 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: 4x8 ROOF ARCHITECTURE (QTY = 40) -ALUM. SHEET: 5052-H32 ITEM QTY DESCRIPTION DIMENSION -POLYMER: POLYCARBONATE 1 2 6 MM WHITE OPAL STRUCTURAL POLY. H 2'-6 13/16" x 4'-10 7/16" -HARDWARE:18-8 STAINLESS STEEL 2 1 6 MM WHITE OPAL STRUCTURAL POLY. I 2'-5 13/16" x 4'-10 7/16" 4 4 LNI RACEWAY CAP EXTRUSION 4'-11" 3 2 0.125" THK. CLEAR ACRYLIC L 4'-3 1/2" x 1'-0" 5 4 0.063" THK. ALUM. TRIM 2'-6 13/16" x 1 1/2" 6 2 0.063" THK. ALUM. TRIM 2'-5 13/16" x 1 1/2" 12 - 12 - 2023 5 6 5 7 1 4x12 ROOF STRUCTURAL N/A ENGINEER'S STAMP HARDWARE NEEDED (SINGLE SHELTER) ITEM QTY DESCRIPTION P/N 2'-313 " 2'-313 " 2'-313 " XIIII XIIII 20 #10 x 1" L TEK SCREW W/ NEO. WASHER 16 16 16 INSIDE DIM. INSIDE DIM. INSIDE DIM. XIV 38 #10 x 1/2" L TEK SCREW W/ NEO. WASHER 5 4 XIIII 4 XIV XIIII 4 1 XIV 7 7 DETAIL CY 6 5 5 SCALE 3"=1' DETAIL DA 3 SCALE 3"=1' CY 1 CV 1 7'-73 " 4 CW ARCHITECTURE DIMENSION 2'-513 " 2'-613 " 16 16 DA 2 CV FRONT VIEW SCALE 1/2"=1' SECTION CV-CV DETAIL CW SCALE 1"=1' SCALE 3"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4x8 Roof Architecture Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-7 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. ADD 1/8" x 1/8" SILICONE BEAD IN GAPS TO MAKE WATER PROOF P/N: CRL 33S CLEAR SILICONE 4 3 5 6 3 5 TOP AXONOMETRIC VIEW BOTTOM AXONOMETRIC VIEW 4 XIIII 4 1 4 2 1 3 XIV XIV 12 - 12 - 2023 ENGINEER'S STAMP EXPLODED AXONOMETRIC VIEW HARDWARE NEEDED (SINGLE SHELTER) ITEM QTY DESCRIPTION P/N XIIII 20 #10 x 1" L TEK SCREW W/ NEO. WASHER XIV 38 #10 x 1/2" L TEK SCREW W/ NEO. WASHER Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4x8 Roof Architecture Gardena, CA 90248 Address: 2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use A-8 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: 4x12 ROOF STRUCTURAL (QTY = 4) -ALUM. TUBE: 6061-T6 ITEM QTY DESCRIPTION DIMENSION -ALUM. EXT.: 6063-T5 1 2 LNI MARK IV EXTRUSION 4'-8" -ALUM. SHEET: 5052-H32 2 2 LNI MARK IV EXTRUSION 12'-0" -ALUM. PLATE: 6061-T6 3 2 C5x2.32 ALUM. CHANNEL (5CAS190)4'-3 1/2" 4 1 C5x2.32 ALUM. CHANNEL (5CAS190)4'-3 1/2" 5 5 2" x 1" x 1/8" THK. ALUM. TUBE 4'-10" 6 2 2" x 1" x 1/8" THK. ALUM. TUBE 2'-8 3/8" 12 - 12 - 2023 TUBE 3/16" 7 8 0.063" THK. ALUM. TRIM 2'-8 3/8" x 1 1/2" TO EXT. 3/16" G TYP. ENGINEER'S STAMP G (3/16") EXT. TO EXT. 12'-0" 3/16" TYP. OVERALL LENGTH CHANNEL 6 TO EXT. 3/16" TYP. 6 5'-1" 5'-1" B/W THE CHANNELS B/W THE CHANNELS HT 5 . 2 ID " IM " 2 D " W 2 1 E 8 L " -' 3-' '4- L 5 '9- 4 4 DI A TRIM S R 3 E 3/16" 1/2"-6" IN V TO EXT. O 3/16" 1/2"-6" TYP. " 9 " '- '4- 1 CHANNEL 4 3 1 TO EXT. 3/16" 1 TYP. EXT. 3/16" TOP VIEW AXONOMETRIC VIEW TO EXT. (3/16") SCALE 5/8"=1' TYP. G DETAIL DH SCALE 3"=1' 11'-71 " 2 6" 2'-1038" 2'-1038" 2'-1038" 2'-1038" 2" CHANNEL DG TO EXT. ^ 3/16" 4'-10" TYP. R2'-103 " 4 2'-83 " 2'-83 " 2'-83 " 2'-83 " 8 8 8 8 INSIDE DIM. INSIDE DIM. INSIDE DIM. INSIDE DIM. DF DH 5/8" DIA. WEEP HOLE HOLE 4'-31 " DG FRONT VIEW DETAIL DF 2 SCALE 5/8"=1' SCALE 1 1/2"=1' SECTION DG-DG SCALE 5/8"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd 4x12 Roof Structural TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-9 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: 4x8 ROOF STRUCTURAL (QTY = 40) -ALUM. TUBE: 6061-T6 ITEM QTY DESCRIPTION DIMENSION -ALUM. EXT.: 6063-T5 1 2 LNI MARK IV EXTRUSION 4'-8" -ALUM. SHEET: 5052-H32 2 2 LNI MARK IV EXTRUSION 8'-0" -ALUM. PLATE: 6061-T6 3 2 C5x2.32 ALUM. CHANNEL (5CAS190)4'-3 1/2" 4 4 2" x 1" x 1/8" THK. ALUM. TUBE 4'-10" 5 1 2" x 1" x 1/8" THK. ALUM. TUBE 2'-5 13/16" 6 6 0.063" THK. ALUM. TRIM 2'-3 13/16" x 1 1/2" 12 - 12 - 2023 G ENGINEER'S STAMP (3/16") EXT. TO EXT. 3 3/16" TYP. 8'-0" 4 OVERALL LENGTH CHANNEL TO EXT. TRIM 3/16" 3/16" 1/2"-6" TYP. TO EXT. 3/16" 1/2"-6" 4 TYP. 6'-7" 5 B/W CHANNELS 4 H . T 2 DI " MI " 2 D " W 3 " '2- 1 3 E 8-' LL CHANNEL '9- 4 '4- DI 4 A TO EXT. 3 S R 3/16" E NI V TYP. O " " '9- DETAIL DD 4 1 TUBE 3/16" '- SCALE 3"=1' 1 TO EXT. 1 3/16" TYP. G EXT. 3/16" TOP VIEW TO EXT. (3/16") SCALE 5/8"=1' TYP. AXONOMETRIC VIEW 7'-71 " G 2 2'-513 " 2'-513 " 2'-513 " 6" 16 16 16 CHANNEL 4'-10"^ DC 2" R2'-103 " TO EXT. 4 3/16" O.R. 2'-313 " 2'-313 " 2'-313 " TYP. 16 16 16 INSIDE DIM. INSIDE DIM. INSIDE DIM. DB DD 4'-31 " DC 2 FRONT VIEW 5/8" DIA. WEEP HOLE INSIDE DIM. HOLE DETAIL DB SECTION DC-DC SCALE 5/8"=1' SCALE 1 1/2"=1' SCALE 5/8"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet 4x8 Roof Structural Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-10 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. SIDE WALL A (QTY = 44) ITEM QTY DESCRIPTION DIMENSION 1 2 3" x 3" x 3/16" THK. ALUM. TUBE 6'-10 5/8" n9 THRU TUBE 16 2 2 3" x 3" x 3/16" THK. ALUM. TUBE 2'-2" 3/16" TYP. " 1 2 3 1 3" x 1 1/2" x 1/8" THK. ALUM. TUBE 2'-2" 3 7 " 4 2 3/8" THK. ALUM. PLATE 7" x 3 1/2" 2'-2" 2" 3 4" 5 2 2 1/2" x 2 1/2" x 1/4" THK. ALUM. TUBE 2" 6 1 L1" x 1" x 1/4" THK. ALUM. ANGLE 2" 1 " MATERIALS: -ALUM. TUBE: 6061-T6 -ALUM. EXT.: 6063-T5 TUBE TYP. (3/16") 3/16" TUBE -ALUM. SHEET: 5052-H32 3/16" 1 1/8" TYP. -ALUM. PLATE: 6061-T6 4 n1 THRU DJ 12 - 12 - 2023 4 G @ CENTER 45~ 1/16" ENGINEER'S STAMP 5 DK (3/16") TUBE 4 " "8 1 (3/16") TYP. 1 5 '1- 0 DETAIL DJ 1/16" 6 1-' " 6 1 2 SCALE 3"=1' 45~ 3 2 '- DK 6 ANGLE 11 " TYP. 8 (3/16") 11 " TUBE 8 3/16" 1 1/8" TYP. " 6 2 1 5 TUBE '- 3 3/16" 1 1/8" TYP. 3 " n3 x 3 11 " 2 8 16 2 1 7 5 SECTION DK-DK SIDE VIEW SCALE 3"=1' 2 1 FRONT VIEW PANEL DETAIL FOR WELD SCALE 1"=1' SCALE 1"=1' SCALE 3"=1' AXONOMETRIC VIEW Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Side Wall A Gardena, CA 90248 Address:2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-11 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. SIDE WALL B (QTY = 44) ITEM QTY DESCRIPTION DIMENSION n9 THRU TUBE 16 1 2 3" x 3" x 3/16" THK. ALUM. TUBE 6'-10 5/8" 3/16" TYP. 2 2 3" x 3" x 3/16" THK. ALUM. TUBE 2'-2" " 31 2 3 1 3" x 1 1/2" x 1/8" THK. ALUM. TUBE 2'-2" 7 " 4 2 3/8" THK. ALUM. PLATE 7" x 3 1/2" " 2'-2" 2" 3 4 1" 5 2 2 1/2" x 2 1/2" x 1/4" THK. ALUM. TUBE 2" 6 1 L1" x 1" x 1/4" THK. ALUM. ANGLE 2" MATERIALS: -ALUM. TUBE: 6061-T6 -ALUM. EXT.: 6063-T5 2 TUBE -ALUM. SHEET: 5052-H32 TYP. (3/16") -ALUM. PLATE: 6061-T6 NOTES: -SEE SHEET S-11 FOR 1 MORE DETAILS n1 THRU 4 12 - 12 - 2023 @ CENTER DV 5 4 ENGINEER'S STAMP " "8 DU 1 5 DETAIL DU 4 1 0 '6- '1- " SCALE 3"=1' 6 2 1 3 '- DV 6 11 " TUBE TUBE 8 2 11 " 3/16" 1 1/8" TYP. 8 3/16" 1 1/8" TYP. " 2 1 5 '- 3 3 6 n3 x 3 8 16 " 1 2 1 2" 2 1 7 1 SECTION DV-DV PANEL DETAIL FOR WELD SIDE VIEW REAR VIEW SCALE 3"=1' SCALE 3"=1' 1 SCALE 1"=1' SCALE 1"=1' AXONOMETRIC VIEW 5 Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd Side Wall B TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-12 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. COLUMN C (QTY = 4) ITEM QTY DESCRIPTION DIMENSION 1 1 3" x 3" x 3/16" THK. ALUM. TUBE 6'-10 5/8" TUBE 3/16" TYP. 2 1 3/8" THK. ALUM. PLATE 7" x 3 1/2" 3 4 2 1/2" x 2 1/2" x 1/4" THK. ALUM. TUBE 2" 4 2 L1" x 1" x 1/4" THK. ALUM. ANGLE 2" MATERIALS: -ALUM. TUBE: 6061-T6 -ALUM. EXT.: 6063-T5 -ALUM. SHEET: 5052-H32 n 9 THRU 16 -ALUM. PLATE: 6061-T6 DW 2 3 1 2" " 7 3 4" 3 " 1 2 TUBE " "8 2" (3/16") TYP. 1 5 1 0 '- 1 " 6 -' 4 6 3 4 '- 3 n1 THRU 6 4 @ CENTER 4 4 1 3 " 6 1 1 6 '- 3 DETAIL DW n 3 x 3 SCALE 3"=1' 8 16 1 "4 11 " 3 3 8 2 3 SIDE VIEW FRONT VIEW SCALE 1"=1' SCALE 1"=1' 12 - 12 - 2023 AXONOMETRIC VIEW ENGINEER'S STAMP Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet Column C Gardena, CA 90248 Address: 2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-13 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. 4x12 REAR WALL D (QTY = 8) ITEM QTY DESCRIPTION DIMENSION 10-32 UNF - 2B x 1 1 3" x 1" x 1/8" THK. ALUM. TUBE 5'-5" w n3 X 82.00° 8 2 2 3" x 3" x 3/16" THK. ALUM. TUBE 5'-3" 3 2 3" x 1" x 1/8" THK. ALUM. TUBE 2'-6 3/4" MATERIALS: -ALUM. TUBE: 6061-T6 -ALUM. EXT.: 6063-T5 10-32 UNF - 2B x -ALUM. SHEET: 5052-H32 5'-3" -ALUM. PLATE: 6061-T6 DETAIL ED SCALE 3"=1' 11 " 8 3/16" 1 1/8" TUBE 12 - 12 - 2023 3/16" 1 1/8" TYP. ENGINEER'S STAMP 45~ 2 3 1/16" (3/16") TUBE 1 (3/16") TYP. 2'-63 " 1/16" ED 4 EA " SECTION EA-EA 45~ 1 " G 1 '5- SCALE 3"=1' '- 5 5 11 " EA 8 3 TUBE 3/16" 1 1/8" TYP. 1 2 FRONT VIEW SCALE 1"=1' PANEL DETAIL FOR WELD AXONOMETRIC VIEW SCALE 3"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd 4x12 Rear Wall D TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, S-14 Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. 4x8 REAR WALL E (QTY = 40) 3 ITEM QTY DESCRIPTION DIMENSION 10-32 UNF - 2B x 8 3 1 2 3" x 3" x 3/16" THK. ALUM. TUBE 6'-9" w n 8 X 82.00° 2 2 3" x 1" x 1/8" THK. ALUM. TUBE 5'-5" 3 1 3" x 1" x 1/8" THK. ALUM. TUBE 2'-2" 4 2 3" x 1" x 1/8" THK. ALUM. TUBE 2'-2" MATERIALS: -ALUM. TUBE: 6061-T6 DETAIL EF 10-32 UNF - 2B x -ALUM. EXT.: 6063-T5 SCALE 3"=1' -ALUM. SHEET: 5052-H32 -ALUM. PLATE: 6061-T6 11 " 3/16" 1 1/8" TUBE 8 3/16" 1 1/8" TYP. 6'-9" 12 - 12 - 2023 45~ 1/16" ENGINEER'S STAMP (3/16") TUBE 1 (3/16") TYP. 1/16" 45~ SECTION EE-EE G 2'-2" 2'-2" EF EE SCALE 3"=1' " " 1 5 '1- -' 118" 5 5 EE 4 2 4 TUBE 3/16" 1 1/8" TYP. 3 FRONT VIEW 1 SCALE 3/4"=1' PANEL DETAIL FOR WELD AXONOMETRIC VIEW SCALE 3"=1' Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd 4x8 Rear Wall E TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-15 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: WALL PANEL F (QTY = 416) -ALUM. TUBE: 6061-T6 ITEM QTY DESCRIPTION DIMENSION 4 -ALUM. EXT.: 6063-T5 1 1 LNI 'F' EXTRUSION FOR 3/8" GLASS N/A -ALUM. SHEET: 5052-H32 2 1 1/2" NO. 081 STD. (RAISED) ALUM. EXPANDED METAL 2'-1/2" x 2'-6 1/4" -ALUM. PLATE: 6061-T6 3 2 1/2" x 1/4" THK. ALUM. FLAT BAR 1'-11 1/2" 4 2 1/2" x 1/4" THK. ALUM. FLAT BAR 2'-6 1/4" 2 2'-2" 3 4 1'-11" 3 3" 2 1 TOP VIEW SCALE 1 1/2"=1' 4 2 1 SECTION EG-EG SCALE 1 / 2 2'-1 " 2 9 " EXPANDED METAL 2'-2 16" 8 7 1'-111 " EXTRUSION DIMENSION 3 2 FLAT BAR 3 EH " 1 8 7 3 R n1 THRU '- 4 1 A DETAIL EH N BT OI A SCALE 3" = 1'-0" S " L N 8 F " E 7 3 " " L& 61 MI '- 4 4 5 D 2 3 7 1 6 AT 8-' N -' -' E 2 2 2 M SIO D AXONOMETRIC VIEW U E R D T N #10-32 x 1/2" L ONE-WAY X E PA TAMPER RESISTANT SCREW X E EG 3/16" 3/16" FRONT VIEW SIDE VIEW FRONT VIEW EG SCALE 1 1/2"=1' SCALE 1 1/2"=1' SCALE 1 1/2"=1' 12 - 12 - 2023 PANEL DETAIL FOR ATTACHMENT SCALE 3"=1' ENGINEER'S STAMP Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd Wall Panel F TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-16 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. MATERIALS: WALL PANEL G (QTY = 32) -ALUM. TUBE: 6061-T6 ITEM QTY DESCRIPTION DIMENSION -ALUM. EXT.: 6063-T5 1 1 LNI 'F' EXTRUSION FOR 3/8" GLASS N/A -ALUM. SHEET: 5052-H32 2 1 1/2" NO. 081 STD. (RAISED) ALUM. EXPANDED METAL 2'-5 1/4" x 2'-6 1/4" -ALUM. PLATE: 6061-T6 3 2 1/2" x 1/4" THK. ALUM. FLAT BAR 2'-6 1/4" 3 4 2 1/2" x 1/4" THK. ALUM. FLAT BAR 2'-4 1/4" 2'-63 " 4 3 2 2'-1 8" 53 " 4 8 2 TOP VIEW 1 1 SCALE 1 1/2"=1' SECTION EK-EK 3 2 SCALE 1 / 2 2'-51 " 4 4 2'-75 " " EXPANDED METAL 16 8 1 7 2'-4 4" EXTRUSION DIMENSION 3 FLAT BAR EN n1 THRU 4 DETAIL EN " SCALE 3" = 1'-0" 8 7 3 R '- 1 A N TB OI A S " L 3 N 8 F E 7 & 4 "6 '3- " " L 1 IM 2 4 4 A 5 D 3 7 1 6 T '8- N '- '- E 2 OI 2 2 M 1 S D U E R D TX N AXONOMETRIC VIEW E A P X #10-32 x 1/2" L ONE-WAY E TAMPER RESISTANT SCREW EK 3/16" 3/16" FRONT VIEW SIDE VIEW FRONT VIEW EK 12 - 12 - 2023 SCALE 1 1/2"=1' SCALE 1 1/2"=1' SCALE 1 1/2"=1' PANEL DETAIL FOR ATTACHMENT SCALE 3"=1' ENGINEER'S STAMP Project Name:Community Transit 15542 Broadway Center Street Date Revision Description Sheet Gardena, CA 90248 Address:2312 W. Casino Rd Wall Panel G TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #:23102 Checked by:Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name:23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-17 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale:Noted Date:12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. BASE SHOE (QTY = 180) ITEM QTY DESCRIPTION DIMENSION 1 1 1/2" THK. ALUM. PLATE 8 1/2" x 8 1/2" 2 1 2 1/2" x 2 1/2" x 1/4" THK. ALUM. TUBE 1'-0" MATERIALS: -ALUM. TUBE: 6061-T6 81 " -ALUM. EXT.: 6063-T5 2 71 " -ALUM. SHEET: 5052-H32 2 -ALUM. PLATE: 6061-T6 1" R1 " 2 n 9 THRU 16 12 - 12 - 2023 ENGINEER'S STAMP TOP VIEW SCALE 1 / 4 2 3" x 3" x 3/16" THK. ALUM. TUBE 6061-T6 2 1/2" x 2 1/2" x 1/4" THK. 3/8"-16 18-8 SS BOLT ALUM. TUBE 6061-T6 CONNECTION 1/2"-13 18-8 SS TUBE WEDGE ANCHORS TYP. 3/16" 2210260 KB-TZ2 1/2x3 3/4 SS304 " 0 OR SIMILAR '- 1 1/2" THK. ALUM. PLATE 1 " 3 6061-T651 TUBE "2 3/16" TYP. 1 2 f_c = 3000 psi concrete ANCHORING DETAIL FRONT VIEW AXONOMETRIC VIEW SCALE 1 / 4 SCALE 1 / 4 Project Name: Community Transit 15542 Broadway Center Street Date Revision Description Sheet Base Shoe Gardena, CA 90248 Address: 2312 W. Casino Rd TEL. 310.978.2000 Sales@lnisigns.com Custom Manufacturing. City / State:Everett, WA 98203 Project #: 23102 Checked by: Clay NOTE: All drawings specifications and other documents prepared by the LNI and LNI consultants are instruments of service and LNI and its consultants shall be deemed the authors and owners of their respective instruments of service and shall retain all common law, Sales Person:House File Name: 23102_DS_1 Approved by:Clay statutory and other reserved rights, including copyrights. The instruments of service are for use S-18 solely with respect to this project and may not be shown to anyone outside your organization, Drawn by:LNI Scale: Noted Date: 12/11/2023 nor are they to be used, reproduced, copied, or exhibited by you in any fashion without LNI's express written consent. CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 5002 172ND ST NE Permit #: 6253 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31052800100100 DATE OF ISSUANCE. Scope of Work: Installationof two 8' bus shelters Valuation: 20000.00 OWNER APPLICANT CONTRACTOR AMAZON.COM SERVICES LLC Community Transit Community Transit P.O. BOX 80416 2312 W Casino Rd 7100 Hardeson Rd SEATTLE, WA 98108-0416 Everett, Wa, 98203 Everett, WA 98203 3604647299 425-348-2312 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL BUILDING CODE YEAR: 2021 STORIES: 1 CONST. TYPE: DWELLING UNITS: OCC GROUP: 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. 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. 01/13/2025 Applicant Signature Date Building Official Date CONDITIONS Approved plans and permit shall be onsite for inspections. Adhere to approved plans. 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 01/13/2025 Building Plan Review $312.71 01/13/2025 Credit Card Service $9.38 01/13/2025 Processing/Technology $25.00 01/13/2025 Building Permit $481.09 Total Due: $828.18 Total Payment: $828.18 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 Pass/Fail         !"# $%&' ()*+,-.*/0123.*42 56&7' *8819:.0;)<92:. 56&75==>>  ?<2:9*@ 56&7ABACAD E,),..F?<FGH  B$7& *I,).:-J K$7  L GG M6 )*I,).N):-JO-*88.)<92N*)P C&$$QR$S 92.<TT<.:*9*U.V*HWI122J,T.,)2 X6Y$7 N CZY[ H 'Y\$QC$>  B$7>Y&$7 ]&&Y7&^$Y _B$= _>>Y=    M`> L  [$  !"# CY> (; 5>>a7=$ b<99<Jb<)@V:-c $ (<)-,Td @@),22,P<T!,2-):4.:*9V9,)"<8, V9,)(J*9, e*9:9P 3,-.:*9 H;*V92J:4  <9P, f1<).,)"( 3!";!" ;g(hi "("j Gi" e"N   H                % &    !"# "$ $!   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