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BSOL2015-0120VOICE (760) 777-7125 aw 78-495 CALLE TAMPICO 4 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 'r BUILDING PERMIT Date: 8/17/2015 Application Number: BSOL2015-0 Owner: Property Address: 60629 LACE CT RICHARD HIRSCH APN: 764330067 60629 LACE LEAF CT Application Description: 10.07kW PV R t LA QUINTA, CA 92253 Property Zoning: Application Valuation: $22,254.701P AUG 17 2015 Applicant: Contractor: CITY OF LA QUINTA SOLARCITY CORPORATION COMMUNITY C�cVELOPMENT DEPARTMENT SOLARCITY CORPORATION 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY ATTN ZOE STEELE ATTN ZOE STEELE SAN MATEO, CA 94402 SAN MATEO, CA 94402 (650)963-5630 Llc. No.: 888104 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busin s and Professions Code, and my License is in full force and effect. Lice n lass: C4 B C A Lice a No - 881 CDateContractor—wrl r: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt fro4e Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree t ould JTcome subject to the workers' compensation provisions of Sec&37. L r Code, I shall forthwith comply hos provisions. Date: Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONO ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES D CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. ; , � 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and sta 4 ws rel ing to building construction, and hereby authorize representatives of ' ' y to nter on the above - me *erlynspection purposes. rDate:Signature (Applicant or Agen INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid forBU1LDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $48.34 $0.00 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:• •• Description: 10.07kW PV SYSTEM - (38) 265W PANELS/(2) INVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 8/4/2015 EVA Approved: 8/14/2015 LUR Parcel No: 764330067 Site Address: 60629 LACE LEAF CT CT LA QUINTA,CA 92253 Subdivision: TR 30023-1 Block: Lot: 116 Issued:_ Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $22,254.70 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 E-MAIL Details: 10.7kW SOLAR ARRAY- (38) 265W KYOCERA PANELS W/ (2) PVI -3.6 -S -US -U -Z -A INVERTERS 1530SF] 2013 CALIFORNIA ELECTRICAL CODE. SENT ELENA AN EMAIL. PERMIT IS READY.TO BE ISSUED. FINANCIAL INFORMATION Printed: Monday, August 17, 2015 11:59:12 AM 1 of 2 CR? srsreMs ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL LUIS URIBE 8/14/2015 8/14/2015 SENT ELENA AN EMAIL. PERMIT IS READY.TO BE ISSUED. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO CA 94402 mplasse@solarcity.com CONTRACTOR SOLARCITY CORPORATION 3055 CLEARVIEW WAY SAN MATEO CA 94402 mplasse@solarcity.com OWNER RICHARD HIRSCH 60629 LACE LEAF CT I LA QUINTA CA 92253 FINANCIAL INFORMATION Printed: Monday, August 17, 2015 11:59:12 AM 1 of 2 CR? srsreMs INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE - RESULT REMARKS NOTES SOLAR FINAL" BLD CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC Total Paid for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 1 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:0• INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE - RESULT REMARKS NOTES SOLAR FINAL" BLD REVIEW TYPEI REVIEWER I SENT DATE ( DUE DATE I RETURNDATEED ( STATUS I REMARKS I NOTES INON-STRUCTURAL- I LUIS URIBE I 8/4/2015 I 8/11/2015 I 8/14/2015 I APPROVED I I 1 WK BOND INFORMATION Printed: Monday, August 17, 2015 11:59:12 AM 2 of 2 ��W YSTEMS =,IllSOlarClt y July 18, 2015 Project/Job # 9223992 RE: COVER LETTER Project: Hirsch Residence 60629 Lace Leaf Ct La Quinta, CA 92253 To Whom It May Concern, Digitally signed by Abe De Vera Date: 2015.07.19 06:31:55 -07'00' Version #48.2 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 110 mph, Exposure Category C - Ground/Roof Snow Load = 0 psf - MP1: Roof DL = 14 psf, Roof LL = 20 psf - MP2: Roof DL = 14 psf, Roof LL = 20 psf On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. The structural roof framing and the rew attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2013 CBC. Please contact me with any questions or concerns regarding this project. Sincerely, Abe De Vera, P.E. Professional Engineer Main: 888.765.2489, x7526 email: adevera@solarcity.com 3055 Clearview Way Sar. Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com AZ ROC 243771. CA CS1.8 888104. CO E 8041. CT HIC 0632778. DC HIC 71101486, DC HIS 71101488• HI CT -28770. MA HIC 168572, MD MHIC 128948. NJ 13VH06160600, 09 CCB 880498. PA 077343. TX TDL R 27008, wA GCL: SOL.ARC'91907. 0 2013 SolnrCity. All rights reserved. ,,.."SolarQt PV System Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS 07.18.2015 Version #48.2 Project Name: Hirsch Residence AHJ: La Quetta Job Number: 9223992 Building Code: 2013 CBC Customer Name: Hirsch, Jonni Based On: IRC 2012 / IBC 2012 Address: 60629 Lace Leaf Ct ASCE Code: ASCE 7-10 City/State: La Quinta, CA Risk Category: II Zip Code 92253 Upgrades Req'd? No Latitude / Longitude: 33.608275-116.235372 Stamp Req'd? Yes SC Office: I Thousand Palms I PV Designer: I DAI Yin Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Seismic Considerations 3 Structure Analysis (Loading Summary and Member Check) 4 Hardware Design (PV System Assembly) 5 60629 Lace Leaf Ct, La Quinta, CA 92253 Latitude: 33.608275, Longitude:-116.235372, Exposure Category: C SEISMIC CONSIDERATIONS Seismic sign Criteria(per USGS Seismic Design Code Area ASCE 7-10 IBC Sect. 3404.4 Latitude 33.6083 - - 3 sf 2,019 lbs Longitude Total Weight of PV System -116.2354 2,019 lbs SRA at Short Period SS 1.515 USGS SRA at is Period S, 0.600 USGS Soil Site Class 651 sf 8.5 psf 5 531 lbs D `IBC_1613.5.2_ Seismic Desi n Category SDC D USGS Seismic Check Required (Ss;,-- 0.4q & SDC >_D? Yes IBC 1613.1 ALTERATION LATERAL DESIGN 10% EXCEPTION CHECK Weight of Proposed PV System Sum Area of MPs with PV Area Dead Load Weight IBC Sect. 3404.4 PV System Weight 673 sf 3 sf 2,019 lbs Roof Total Weight of PV System W(PV) 2,019 lbs Ceiling Weight of Roof on Existing Building Sum Area of MPs with PV W�Pv�/ W�07�� 1654 sf IBC Sect. 3404.4 Portion of Roof Weight Area Dead Load Weight Roof 1 654 sf 14.0 psf 23 152 lbs Ceiling 1,654 sf 5.0 psf 8,269 lbs Interior Walls (Top Half) Exterior Walls o Hal 651 sf 5.0 psf 3,253 lbs 651 sf 8.5 psf 5 531 lbs Net Weight of Roof Under PV W(exist) I 40,204 lbs Check % Increase of Roof Weight / Seismic Shear Load % Increase of DCR of Lateral Force Resisting stem W�Pv�/ W�07�� 5.0% Increase Seismic Shear Load < 10% -> OK IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (Is) pg; Ce=0.9, Ci=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.95 1 1.5 1.15 Member Properties Summary mary MP1 Roof Pitch Horizontal Member Spans Overhang 1.16 ft Rafter Pro erties Actual W 1.50" Roof System Proerties San 1 7.80 ft Actual D 3.50" Number of Spans (w/o Overhang) 3 San 2 6.26 ft Nominal Yes Roofing Material Spanish Tile Roof San 3 5.11 ft A 5.25 in A2 Re -Roof No San 4 D + Lr Sx 3.06 in A3 Plywood Sheathing Yes San 5 24.2 psf I 5.36 in.^4 Board Sheathing None Total Span 20.33 ft TL Defi'n Limit 120 Vaulted Ceiling No PV 1 Start 2.33 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.92 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Emin 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (Is) pg; Ce=0.9, Ci=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.95 1 1.5 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 psf x 1.05 D 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Total Load Deflection Live/Snow Load LL/SL 1,2 0.31 D + Lr Total Load(Governing LC I TL 1 1 14.7 Psf 1 24.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (Is) pg; Ce=0.9, Ci=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.95 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand @ 1.6cation Capacitv DCR Load Combo Shear Stress 50 psi 1.2 ft. 162 psi 0.31 D Bending + Stress 860 psi 4.4 ft. 1397 psi 0.62 D Bending - Stress -1086 psi 9.0 ft. -1327 psi 0.82 D Total Load Deflection 0.26 in. 386 4.7 ft. 0.82 in. 120 0.31 D + Lr CALCULATION WOESI WWIND LOADS = MP1 Mounting Plane Information Roofing Material K= Spanish Tile Roof Table 30.3-1 PV System.Type Krt SolarCitSleekMounVm _Section 26.8 Section 26.6-1 Spanning Vents V No Fig. 26.5-1A Standoff Attachment Hardware Velocity Pressure SMTile _Section 26.7 _ Roof Slope 180 Fig. 30.4-2A/B/C-5A/B Rafter pacing h 24" O.C. Section 26.2 Framing Type Direction Y -Y Rafters T -allow Pur I _in Spacing X-X.Purlins.Only NA DCR Tile Reveal Tile Roofs Only 14" Tile Attachment System_ _Tile Roofs Only SM Tile Standing Seam[Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code K= ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method _Section 26.8 Section 26.6-1 Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category Velocity Pressure C _Section 26.7 _ Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.85 Table 30.3-1 Topographic Factor Wind Directionality Factor Krt 1.00 0.85 _Section 26.8 Section 26.6-1 16.0 psf Importance Factor I NA Not -Staggered Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Rd—) (V^2) 22.4 psf Equation 30.3-1 Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC w 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure P p = qh (GC) Equation 30.4-1 Wind Pressure U -19.6 psf - Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF_ SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape_ 24" NA Standoff Configuration Landscape Not -Staggered Max Standoff Tributary. Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind -Uplift at Standoff T -actual -195 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand Ca aci DCR 43.8% X -Direction Y -Direction Max Allowable Standoff Spacings Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributa.ry_Area— Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net -Wind Uplift at Standoff_ _ T -actual_ -219 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand/Capacity DCR 49.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1.15 Member Properties Summary mary Maximum MP2 Horizontal Member Spans Overhang 1.16 ft Rafter Pro erties Actual W 1.50" Roof System Properties San 1 5.25 ft Actual D 3.50" Number of Spans (w/o Overhang) 3 San 2 6.58 ft Nominal Yes Roofing Material Spanish Tile Roof San 3 5.33 ft A 5.25 in A2 Re -Roof No San 4 Total Load Deflection S. 3.06 in.^3 Plywood Sheathing Yes San 5 24.2 Psf I 5.36 in A4 Board Sheathing None Total Span 18.32 ft TL DefiPn Limit 120 Vaulted Ceiling No PV 1 Start 3.00 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 15.58 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb 1 900 psi Rafter Spacing 24" O.C. PV 2 End I F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing I At Supports PV 3 End Emig 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 psf x 1.05 9.4 ft. 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf 12.7 ft. Live/Snow Load LL/SL 1,2 D Total Load Deflection 0.07 in. 1239 Total Load(Governing LC I TL 1 0.10 14.7 psf 1 24.2 Psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) pg; Ce=0.91 Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 38 psi 1.2 ft. 162 psi 0.23 D + Lr Bending + Stress 389 psi 9.4 ft. 1397 psi 0.28 D Bending - Stress -637 psi 12.7 ft. -1345 psi 0.47 D Total Load Deflection 0.07 in. 1239 9.4 ft. 0.69 in. 120 0.10 D [CALCULATION OFTDESI:GM 11WIND=00ADS=MP2 Mounting Plane Information Roofing Material KZ Spanish Tile Roof Table 30.3-1 PV System Type - Krt SolarCity SleekMountrm Section 26.8 Section 26.6-1 Spanning Vents V No Fig. 26.5-1A Standoff Attachment Hardware Velocity Pressure M Til 26.7 Roof Slope 180 _Section Fig. 30.4-2A/B/C-5A/B Rafter_Spacing h 24" O.C. Section 26.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing _ _X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only 14" Tile Attachment System _ Tile Roofs Only SM Tile Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind Design Method - Krt Partially/Fully_ Enclosed. Method_ Section 26.8 Section 26.6-1 Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category = Velocity Pressure C 26.7 Roof Style Gable Roof _Section Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Wind Directionality Factor Krt 1.00 0.85 Section 26.8 Section 26.6-1 Kd Im ortance Factor I NA Not -Staggered Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 22.4 psf Equation 30.3-1 Wind. Pressure Ext. Pressure Coefficient U G -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G „,n 0.45 Rg. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (G ) Equation 30.4-1 Wind Pressure U Wind Pressure Down -19.6 psf 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacin Landscape 72" 39" Max Allowable Cantilever. Landscape_ 24" NA Standoff Configuration Landscape Not -Staggered Max Standoff Tributary Area Trib_ _ _ 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind.Upliftat Standoff�-----�-allow actual__. _ -19516s Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand Ca aci DCR 43.8% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable. Cantilever Portrait 'Portrait 19" NA Standoff Configuration Not -Staggered Max Standoff Tributary_Area _ Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Tactual -219 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand Ca aci DCR 49.0% Bin .# City. Of La Quinta Buftg 8r Safety Dhwbn P.O. Box 1504,78-495 Calle Tampico [.a.Quinta, C4 92253.:(760) 777-7012 D 1'2- 0 Building Permit Application and Tracking Sheet Permit # i6 SOL ZO 15 - Project Address: Owner's Name:. A. P. Number. Address: Legal Description: City, ST, Zip: La Qu.inta, CA Contractor Solar City Telephone: Project Description: roof mou11s !sola Address: 3055 Clearview city, ST, zip: San Mateo; C inverter(s).. Telephone: 650-638-1028 ja State Lia # : 888104 Lie',#; Arch,Eng., Designer Address: City., ST, Zip: Telephone: State Lia M Name of Contact Pmson: Elena Loya Construction Type:. Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.:#Stories. # Unitp: Telephone # of Contact Person: (442.)256-1134 Estimated Value of Project APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Recta Recd TRACMG PERNrYFEES Plan Sets Pian Check submitted Item Amount Structural Calca. Reviewed, ready for corrections Plan Check Deposit. . Truss Cala. Called Contact Person Plan Check Balance Title 24 Calls. Plana picked up Construction Flood plain plan Plans resubmitted.. mechanical Giadlag plan V Review, ready for correctionVissue Electrical Subeoatactor List Called Contact Person Plumbing Grant Deed Plans picked up S bLL ILOAL Approval Plans resubmitted Grading IN ROUSE:- ''" Review; ready for correctionsAssue Developer Impact Fee Planning Approval. Called Contact Pawn Pub. Wks. Appr Date of permit issue School Fees [Total Permit Fees