HomeMy WebLinkAboutLA193812 - Approved Huntington Ave. Structural Calcs Stamped 8.16.21 Version #90.6 - 1
NAS
RE: CERTIFICATION LETTER
Project/Job # 550244 #SSTAMP
Project Address: Otts Residence
19358 Huntington Ave
Lakeville, MN 55044
AHJ Lakeville
SC Office Minneapolis-Temp
Design Criteria:
Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.048 < 0.4g and Seismic Design Category (SDC) = A < D
To Whom It May Concern,
#SIGNATURE
- Applicable Codes = Structure: 2018 IEBC; PV: 2020 Minnesota Building Code including 2018 IBC, ASCE 7-16, and 2018 NDS
- Risk Category = II
- Wind Speed = 110 mph (3-s Gust - Vult), Exposure Category C, Partially/Fully Enclosed Method
- Ground Snow Load = 50 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
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.
- MP4: Roof DL = 9 psf, Roof LL/SL = 34.7 psf (Non-PV), Roof LL/SL = 27.8 psf (PV)
- MP1: Roof DL = 9 psf, Roof LL/SL = 34.7 psf (Non-PV), Roof LL/SL = 25.5 psf (PV)
August 12, 2021
Tesla, Inc.
3055 Clearview Way, San Mateo, CA 94402
p 650 638 1028 f 650 638 1029
"STRUCTURAL ONLY"
08/12/2021
Version #90.6 - 1
NAS
X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 72'' 24'' 41'' NA Staggered 49.8%
MP4 48'' 23'' 41'' NA Staggered 33.1%
X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 48'' 17'' 69'' NA Staggered 56.1%
MP4 24'' 15'' 69'' NA Staggered 27.9%
Type (Degrees)Spacing
MP1 Stick Frame 26°24'' O.C.
MP4 Stick Frame 22°24'' O.C.
Roof Pitch
Hardware - Portrait Modules' Standoff Specifications
Mounting Plane Member Evaluation Results
Member Impact Check OK
Member Impact Check OK
Hardware - Landscape Modules' Standoff Specifications
Qualification Results
Landscape
Hardware
Portrait
Hardware
HARDWARE DESIGN AND STRUCTURAL EVALUATION RESULTS SUMMARY TABLES
Tesla, Inc.
3055 Clearview Way, San Mateo, CA 94402
p 650 638 1028 f 650 638 1029