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Home My WebLink AboutPV2020-204 - Permit ApplicationPrint Form' Worksheet for Combo Building & Solar Permit Application ex_16, F– Comm'I jX` Residential City of Newport Beach - Building Division w �w%/OVINOTE: PLAN CHECK FEES DUE AT TIME OF SUBMITTAL FX–Building [ Grading F–Drainage rElec F Mech F– Plum CuvdCut F Cu Yd Fill I Project Address (Not mailing address) [_ Flood r Fire r Liq r-- Landslide F_N/A Floor Suite No 1924 BERYL LN F_ �4 Description of Work Use R-3 Const Type VB INSTALL 10.39 kW DC ROOF MOUNTED PV SYSTEM, 33 MODULES,1 INVERTER, # Stories[, # Units (if Res) 1 LG BATTERY, 1 SUB -PANEL D Valuation $ Material/Labor 3 , 00 V New/Add SFF— Remodel SFF Garage/New/Add I----.--- OWNER'S NAME Last BRONCO First NATALIE Owner's Address Owner's E-mail Address 1924 BERYL LN City NEWPORT BEACH State CA Zip 92660 Telephone(360) 708-4527 APPLICANT'S NAME Last STANTON First DEANA Applicant's Address Applicant's -E-mail Address 20512 CRESCENT BAY deana.stanton@sunrun.com City LAKE FOREST State CA Zip 92630 Telephone 949-460-3433 ARCHITECT/DESIGNER'S NAME Last F— First F— LiC. No. F_ Architect/Designees Address Architect/Designer's E-mail Address City I State F_ Zip F— TelephoneF� ENGINEER'S NAME Last MASSOUMI First AMIR Lic.No. 75504 Engineer's Address Engineer's E-mail Address 225 BUSH ST STE 1400 City SAN FRANCISCO State CA Zip 94104 Telephone CONTRACTOR'S NAME/COMPANY SUNRUN Lic. No. 750184 Class F-10, CNr Contractor's Address Contractor's E-mail Address 20512 CRESCENT BAY deana.stanton@sunrun.com City Lake Forest State CA Zip 92630 Telephone 949-460-3433 SETBACKS REAR SETBACKS FRONT PERMIT N SETBACKS LEFT SETBACKS RIGHT PLAN CHECK NO. �.%ej k1 USE ZONE DEVELOPMENT NO PLAN CHECK FEES $ December 10, 2020 Subject : Structural Certification for Proposed Residential Solar Installation. Job Number: 109R-924BRON; Rev A Client: Natalie Bronco Address: 1924 Beryl Ln, Newport Beach, CA, 92660 Attn: To Whom It May Concern VVXW-20N q 2 BergI I-V. Digitally Signed: 12/10/20 JAstra v.1.27 CAT 2 A field observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural evaluation of the loading was based on the site observations and the design criteria listed below. �g� Design Criteria: uild wp DA941gior • 2019 CRC/CBC/CEBC, 7-16 ASCE & 2018 NDS aa cp • Basic Wind Speed V = 96 mph, Exposure B DEC • Ground Snow Load = 0 psf Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the r quire�m ents of the applicable existing building and/or new building code provisions referenced above. Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications. Orientation Attachment Spacing/Cantilever Configuration Governing Landscape OCR Result AR -01 p 72 / 24 Portrait 72 / 24 Stacked 19'j Pass Stacked zcm_ 225 Bush St. Suite 1400 San Francisco, CA 94104 1 P (949)383.0993 Orientation Attachment Spacing/Cantilever Configuration Governing OCR Result AR -02 Landscape 72/24 Stacked Portrait 72/24 19% Pass Roofing Material Stacked Pitch 33% es........-_..�__. Pass 225 Bush St. Suite 1400 San Francisco, CA 94104 1 P (949)383.0993 AR -01 Roofing Material Roof Pitch Spacing Hardware Results Stmclural Results Comp Shingle 12° 24" 12' 24" Pass Pass Pass Pass Hardware Calculations ' Hardware Calculations Attachment Information Attachment: Umbrella Comp. Kit Uplift Force: 0.6 x p x trib area = 150 lb Uplift Capacity: 829 lb Attachment: Umbrella Comp. Kit Uplift Farce: 0.6 x p x trib area =150 In I Uplift Capacity: 829 In Wind Design Criteria (PaniallylFully Enclosed Method, ASCE 7-16) Basic Wind Speed V 96 mph Wind Pressure Exposure Kz 0.57 Topographic Factor Kzt 1.0 Wnd Directionality Factor Kd '0.85 Ground Elevation Factor Ke 1.0 Velocity Pressure qh = 0.00256 x Kz x Kzt x Kd x Ke x V- 9.86 psf Solar Adjustment Factors ye (PoNLand) = 1.5, (1.14,1.25) ya = 0.6 (Wind tunnel value) Up Down Ext Pressure Coefficient GCp -2.00 0.70 Ultimate Design Wind Pressure p = ch x GCp x ye x ya -16 psf 16 psf Wind Speed -Category II Table 26.10-1 Figure 26.8-1 Table 26.6-1 Section 26.9 Equation 26.10-1 7-16: Section 29.4.4 Figure 30.3-2 Equation 29.4-7 Basic Wind Speed V 96 mph Wind Pressure Exposure Kz 0.57 Topographic Factor Kzt 1.0 Wind Directionality Factor Kd 0.85 Ground Elevation Factor Ke 1.0 Velocity Pressure ch = 0.00256 x Kz x Kzt x Kd x Ke x V2 9.86 Pat Solar Adjustment Factors ye (PmWLand) = 1.5.(1.14.1.25) ya = 0.6 (wind tunnel value) Up Down Ext Pressure Coefficient GCp -2.00 0.70 Ultimate Design Wind Pressure p = ch x GCp x ye x ya -16 psf 16 psf Wind Speed - Category 11 Table 26.10-1 Figure 26.8-1 Table 26.6-1 Section 26.9 Equation 26.10-1 7-16; Section 29.4.4 Figure 30.3-2 Equation 29.4-7 .Structural Calculations Structural Calculations Gravity Loading Summary Load Definitions Initial Code Factors Ps = CsxPf Pre -PV Load Post -PV Load Pg=Opsf I Pf=0.7x CexCtx Pg Roof Dead Load (D) PV Dead Load (D) Roof Live Load (Lr) Slope Snow Load Pf-->Ps Ps = Csx Pf DL PV DL RLL LL/SL 10.0 psf 3.0 psf 20.0 psf 0.0 P.f 10.0 psf 10.0 psf 0.0 psf 3.0 psf 1.00 20.0 pat 0.0 psf 1.00 0.97 0.0 psf 0.0 Pat Total Design Load 30.0 psf 13.0 psf Total Design Load 30.0 psf 13.0 psf Cd Factor of Governing LC 1.25 (D -Lr) 0.9 (D) Total Design Load (Normalized) 24.0 psf 14.4 psf IEBC 5% Check Net Design Gravity Loading Change (Normalized w/ Cd Factor) -9.6 psf DCR: 60% Pass AR -02 Roofing Material Roof Pitch Spacing Hardware Results Structural Results Comp Shingle 12' 24" Pass Pass ' Hardware Calculations Attachment Information Attachment: Umbrella Comp. Kit Uplift Farce: 0.6 x p x trib area =150 In I Uplift Capacity: 829 In Wind Design Criteria (Partially/Fully Enclosed Method, ASCE 7-16) Basic Wind Speed V 96 mph Wind Pressure Exposure Kz 0.57 Topographic Factor Kzt 1.0 Wind Directionality Factor Kd 0.85 Ground Elevation Factor Ke 1.0 Velocity Pressure ch = 0.00256 x Kz x Kzt x Kd x Ke x V2 9.86 Pat Solar Adjustment Factors ye (PmWLand) = 1.5.(1.14.1.25) ya = 0.6 (wind tunnel value) Up Down Ext Pressure Coefficient GCp -2.00 0.70 Ultimate Design Wind Pressure p = ch x GCp x ye x ya -16 psf 16 psf Wind Speed - Category 11 Table 26.10-1 Figure 26.8-1 Table 26.6-1 Section 26.9 Equation 26.10-1 7-16; Section 29.4.4 Figure 30.3-2 Equation 29.4-7 Structural Calculations Gravity Loading Summary Load Definitions Initial I Code Factors Pre -PV Load Past -PV Load Pg=Opsf I Pf=0.7x Cex Ctx Pg Ps = Csx Pf Initial xCode Factor Roof Dead Load (D) PV Dead Load (D) Roof Live Load (Lr) Sloped Snow Load Pf--> Ps DL PV DL RLL LL/SL 10 psf 3 psf 20 psf 1.00 0 psf 1.00 0.97 10.0 psf 10.0 psf 0.0 psf 3.0 psf 20.0 psf 0.0 psf 0.0 psf 0.0 par Total Design Load 30.0 psf 13.0 psf Cd Factor of Goveming LC 1.25 (D+Lr) 0.9 (D) Total Design Load (Normalized) 24.0 psf 14.4 psf IEBC 5% Check Net Design Gravity Loading Change (Normalized w/ Cd Factor) 1 -9.6 psf DCR: 60% Pass