Loading...
HomeMy WebLinkAboutTCF_SITEPLAN Resubmittal Narrative for Conditional Approval_09-21-2021 Town & Country Foods CITY OF BOZEMAN – SITE PLAN RESUBMITTAL NARRATIVE for CONDITIONAL APPROVAL Sept 21, 2021 City of Bozeman Attn: Planning Department 20 East Olive Street Bozeman MT 59715 Responses to SITE PLAN REVIEW COMENTS as follows… CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. Additional conditions of approval and code corrections are required and will be included with the final report provided to the Director of Community Development Recommended Conditions of Approval: 1. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. Response: Acknowledged. 2. The signage on the N. façade must be constructed with halo-lit lighting and not face- lit lighting. Response: Acknowledged. A signage application will be submitted prior to building occupancy including halo-lit signage for the North Façade. CODE PROVISIONS 1. Sec. 38.230.140. – Final plan. a. Final approval for this project will be contingent upon the recordation of the amended plat, at which time building permit may be obtained. Response: Acknowledged. 2. Sec. 38.530.060. – Building Materials. a. The applicant must provide evidence that the proposed metal siding meets the minimum gauge standard of being minimum of 24 gauge. Response: Specified product meets minimum of 24 gauge as indicated in previous submittal responses, see attached product sheet. ATTACHMENTS 1. T2630WallPanel.pdf END OF NARRATIVE CCondensedTTechnicalRReference OPEN FRAMING OR SOLID SUBSTRATE ARCHITECTURALCOMMERCIALINDUSTRIALPANEL 30" COVERAGE WALL PANEL EXPOSED FASTENED  Finishes: Standard: PVDF Optional: Multi-pass Kynar®, Marblique, Plastisol, Polyester and MS Colorfast45®  Corrosion Protection: AZ55 per ASTM A 792 for unpainted Galvalume® AZ50 per ASTM A 792 for painted Galvalume® G90 per ASTM A 653 for Galvanized  Gauges: 24 ga, 22 ga, 20 ga and 18 ga  30" panel coverage, 2" rib height  Trapezoidal ribs on 6" centers  Panel Length: 5' minimum, 32' maximum  Exposed Fastened Panel  Optional material availablity: Stainless Steel, Copper and Aluminum  Custom capabilites include: - Perforated panels for wind screens and liner panels T2630 WALL PANEL PANEL OVERVIEW C 30" Coverage 2" 31/2"21/2"6" Pitch  ASTM E 283 Air Leakage  ASTM E 331 Water Penetration  ASTM E 330 Structural Performance  ASTM E 1592 Structural Performance  ICC Evaluation Report - ESR-4633 TESTING CCondensedTTechnicalRReference ©MSMC/6-2021Anchorage, AK 866.640.7663 Bay City, MI 888.777.7640 Deer Lake, PA 800.544.2577 Denver, CO 800.289.7663 Detroit Lakes, MN 888.594.1394 Fontana, CA 800.782.7953 Fort Smith, AR 877.452.3915 Independence, MO 800.747.0012 Jacksonville, FL 800.394.4419 Jefferson, OH 800.321.5833 Mocksville, NC 800.228.6119 Nashville, TN 800.251.8508 Rock Island, IL 800.747.1206 Rogers, MN 800.328.9316 Seattle, WA 800.431.3470 Sellersburg, IN 800.999.7777 Sioux Falls, SD 888.299.0024 Spokane, WA 800.572.6565 Temple, TX 800.543.4415 Woodland, CA 800.759.6019 metalsales.us.com FASTENING PATTERNS GENERAL INFORMATION Overdriven fasteners will cause panel distortion. Panel fasteners should extend 1/2" or more past the inside face of the support material. Thick panels (ex. 18 ga) or supports (ex. 1/2" steel) may require predrilling of holes for screws. Panel Fastener: Attaching to Wood: #10-14 XL Wood Screw Attaching to Steel: #12-14 XL Self Drilling Screw Trim Fastener: 1/8" x 3/16" Pop Rivet 1/4"-14 x 7/8" XL Stitch Screw Strippable Film on the panels and trims are for protection from manufacturing, handling and transit damage. The film must be removed before installation. T2630 WALL PANEL ALLOWABLE UNIFORM LOADS, psffor various fastener spacings 5’ 6’ 7’ 8’ 10’ 12’ 5’ 6’ 7’ 8’ 10’ 12’ SECTION PROPERTIES Bottom in CompressionWidthinYieldksi 30 50 30 50 30 33 30 33 24 Ga 22 20 18 Sxxin3/ftIxxin4/ft Weightpsf 1.49 1.95 2.38 3.14 Top in Compression Sxxin3/ftIxxin4/ft 0.1988 0.1709 0.2328 0.1854 168 118 87 67 43 29 156 109 80 62 40 28 0.2796 0.2494 0.3256 0.2672 245 171 126 97 62 38 229 160 118 90 58 38 0.3840 0.3658 0.4400 0.3783 228 159 118 90 58 40 220 154 114 87 56 39 0.5440 0.5392 0.6040 0.5348 321 225 166 127 82 57 323 226 167 128 83 57 Inward Load Outward Load ATTACHMENT DETAIL Panel Fastener Ends of Panel Field of Panel Panel Fastener Panel Fastener 1. Theoretical section properties have been calculated per AISI 2016 'North American Specification for the Design of Cold-Formed Steel Structural Members'. Ixx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2016 specifications considering bending, shear, combined bending & shear and deflection. Allowable load does not address web crippling, fasteners, support material or load testing. Panel weight is not considered. 3. Allowable load considers the 3 or more equal spans condition. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 5. Allowable loads do not include a 1/3 stress increase for wind.