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HomeMy WebLinkAboutJB-349228-00_API_Calcs_ENP_FL_1 Version #85.1 - 1 WS NAS RE: CERTIFICATION LETTER Project/Job # JB-349228-00 #SSTAMP Project Address: Vitale Residence 15001 W Angle Rd Fort Pierce, FL 34945 AHJ St. Lucie County SC Office Orlando Design Criteria: Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.055 < 0.4g and Seismic Design Category (SDC) = A < D To Whom It May Concern, #SIGNATURE July 28, 2020 - Applicable Codes = Structure: 2015 IEBC; PV: 2017 Florida Building Code (6th Edition), ASCE 7-10, and 2015 NDS - Risk Category = II - Wind Speed = 160 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 0 psf A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer’s specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Installer shall verify existing roof framing is in suitable condition and does not exhibit any signs of structural damage which may diminish the capacity of its members or connections prior to commencement of PV installation. Installer verification of the mounting planes noted above is required because some or all of the framing was not observed prior to the structural evaluation performed for this report. - MP2: Roof DL = 10.5 psf, Roof LL = 19 psf - MP1: Roof DL = 10.5 psf, Roof LL = 19 psf Tesla, Inc. 3055 Clearview Way, San Mateo, CA 94402 p 650 638 1028 f 650 638 1029 Version #85.1 - 1 WS NAS X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 24''14''41''NA Staggered 31.9% MP2 24''14''41''NA Staggered 31.9% X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 NA NA MP2 NA NA Type (Degrees)Spacing MP1 Stick Frame 23°8'' O.C. MP2 Stick Frame 23°8'' O.C. HARDWARE DESIGN AND STRUCTURAL EVALUATION RESULTS SUMMARY TABLES Member Evaluation Results Member Impact Check OK Member Impact Check OK Hardware - Landscape Modules' Standoff Specifications Qualification Results Landscape Hardware Portrait Hardware Roof Pitch Hardware - Portrait Modules' Standoff Specifications Mounting Plane Tesla, Inc. 3055 Clearview Way, San Mateo, CA 94402 p 650 638 1028 f 650 638 1029