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BSOL2016-0131c% D I �V VOICE (760) 777-7125 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 11/23/2016 Application Number: BSOL2016-0131 Owner: Property Address: 52791 VIA SAVONA KENT GROVER APN: Application Description: 777370010 R DICERCHIO/12.71kW PV SYSTEM - (41 P /(2) I Ry DR DE CAZA, CA 0 Property Zoning: Application Valuation: $76,260.00NOV DDCROFT 2 3 2016actor: Applicant: HELIOPOWER INC POWER INC 25747 JEFFERSON AVE CITY OF LA QUINTA 25747 JEFFERSON AVE MURRIETA, CA 92562 DESIGN AND DEVELOPMENT DEPART RfIETA, CA 92562 (951)677-7755 LIc. No.: 915598 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 Business a d Professions Code, and my License is in full force and effect. License Class: C46, C10 License No.: 915598 Date: 1t.23.Ik 'Contractor: OWNER -BUILDER DECLARATION V I hereby affirm under penalty of perjury that I am exempt from the 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.). (_J 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 contractors) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: 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: HDI GLOBAL INSURANCE COMPANY Policy Number: EWGCC0001105 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 that, if I should mome subject to the workers' compensation provisions of Section 37� of the L o Cod I shall Twith comply with those provisions. n WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND 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. CONSTRUCTION LENDING AGENCY I certify that I have read this application and state that the above inforauirl I hereby affirm under penalty of perjury that there is a construction lending agency for I agree to comply with all city and county ordinances and state laws r the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). construction, and hereby authorize representatives of this ciI above-mentioned property for inspection purposes. Lender's Name: L 1 •23 •� (p Lender's Address: C Date: Signature (Appli or Age Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: HELIOPOWER INC 25747 JEFFERSON AVE MURRIETA, CA 92562 BSOL2016-0131 52791 VIA SAVONA 777370010 DICERCHIO/12.71kW PV SYSTEM - (41) PANELS/(2) INV/BATTERY $76,260.00 Owner: KENT GROVER 3 WINDCROFT DR COTO DE CAZA, CA 0 Contractor: HELIOPOWER INC 25747 JEFFERSON AVE MURRIETA, CA 92562 (951)677-7755 Llc. No.: 915598 Date: 11/23/2016 Detail: 12.71 kW SOLAR ARRAY - (41) 310W SUNPREME SNPM-GXB-310 PANELS+SOLAREDGE P400 OPTIMIZERS W/ (1) SOLAREDGE SE7600A-US AND (1) SOLAREDGE SE3800A-US INVERTER + SONNENBATTERIE ECO10 BATTERY STORAGE SYSTEM + (1) 200A CRITICAL LOAD CENTER [738 SF] 2013 CALIFORNIA ELECTRICAL CODE FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $4.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM GREATER THAN 10KW 101-0000-42403 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM GREATER THAN 10KW PC 101-0000-42600 0 $38.00 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM MISC EQUIPMENT 101-0000-42403 0 $50.66 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEM MISC EQUIPMENT PC 101-0000-42600 0 $50.66 Total Paid for ELECTRICAL: $177.32 DESCRIPTION ACCOUNT QTY AMOUNT PERMIT ISSUANCE 101-0000-42404 0 $24.27 DESCRIPTION ACCOUNT QTY AMOUNT PERMIT ISSUANCE 101-0000-42404 0 $72.00 Total Paid for PERMIT ISSUANCE: $96.27 Bin It City of La Qiiilita Building & Safety Division Permit 7 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 ��2 �� P Building �5Permit Applicatidn and Tracking Sheet Project Address: S viii l v iq < Owner's Name: DiG� ,�► �• A. P. Number: , '7 _775-700 O Address: '52.10(% v R VO Legal Description: City, ST, Zip: L u' CA g225 3 Contractor:u , wTelephone:t ti 2S •°l2 .31 4 S Address: 25-1 cA—I 3'e emolrn NVQ Project Description: Q S0114< City_ ST, Zip: MVrrti Cie C125to2 Qoo� KovV k re Telephone: . 't 5 ear 2 i�nvex k 12 1. State Lic. # : Cl 15 at $ City Lic. Arch., Cngr., Designer: V �' Address: City, ST, Zip: Telephone: e•on Occupancy: Ctructi n Type: cY: State i . t Lic. # Alter Repair 0ProJeet nPc (circle ne • Nev Add'n Demo Name of Contact Person: ioU Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: 95t - Liy o rLtimted Value of Proje . —j Ito 2—to 0 hSo►ridbv lr'elif,lpoo:et-,Co•rr. APPLICANT: DO NOT WRITE BELOW THIS LINE •# Submittal Req'd Rcc'd TRACKING. .PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural C21cs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. it!c 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Dced Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN I-IOUSE:- '"! Revictiv, ready for corrections/issuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks_ Appr Date orpermil issue School Fees, 1 Total Permit Fees a- IDN D N" D 000-0 n 0SD�o n D m r Cr -n T.z ° cnv,'; a ( 000 e 0 X� cn- � �� G)� � � � (O O K O y In fD -, D) D) D) D y C) I9 v 3 D) V ;TJ 3 N m C 'p O 7 3 to 97 O< O y m [ N< . 01 C << 3 7 7 7 m 7 C 0 Q N y 7 y O N C Q IID N•N p1 0 mw�0 �H N 03 0r(n DI = ID Cn= fA ''►7 O m C 0 ".•'y .',-„— rr O °a N� CiGi0 Z DD�ii.�.i _i -I(nn 00 m C. 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BOLT WITH SPLIT LOCK WASHER SNAPNRACK SELF ADEDSTING END CLAMP (FITS ALL FRAMED MODULES 1.2" TO 2.25" THICK) SNAPNRACK CHANNEL NUTS 1�" LAG BOLT WITH WASHER /- SNAPNRACK MID CLAMP ASSEMBLY SNAPNRACK RAIL STANDARD --SNAPNRACK STANDARD RAIL SPLICE INSERT SNAPNRACK STANDARD ® RAIL SPLICE BASE ® " X �' S.S. BOLTS WITH SPLIT LOCK WASHERS ® (3 PER SPLICE) ® %lt�SNAPNRACK STANDOFF CLAMP -16 X 2" TYP. (OR 1.5") S.S. BOLT WITH SPLIT LOCK WASHER '--SNAPNRACK RUBBER RAIN COLLAR SNAPNRACK STANDOFF SHAFT (VARIOUS SIZES) 0 s SNAPNRACK STANDOFF BASE STANDARD 1 -HOLE " X 1" S.S. BOLT WITH SYSTEM SHOWN WITH STANDOFF MOUNTING SPLIT LOCK WASHER COMPATIBLE WITH ALL ROOF TYPES USE FLASHED L FOOT FOR FASTER INSTALLATION ON COMPOSITION SHINGLE ROOFS ��^ \VII rack- ��n UUl1kMAINSTREAM ENERGY CORP. DESIGNER: G dcPheeters SCALE: DNS PART NUMBER: IIJI�- m s�;v�, DRAFTER: D Ryan S100 DG4 PM APPROVED BY: DATE: 120113 � SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT NOTES: - STANDARD LAG BOLT SPEC ASSUMES 5/16" LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL HARDWARE TO THE FOLLOWING: - SILVER S.S. 10-16 FT -LBS - BLACK S.S. 7-9 FT -LBS RAIL CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE ® DOWNSLOPE) - FOR UNEVEN ROOF SURFACES, USE UP TO TWO LEVELING SPACERS PER L FOOT OR STANDOFF. SEE DRAWING "STANDARD RAIL LEVELING" FOR DETAILS AND LIMITATIONS STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR F� / STRUCTURAL MEMBER "RAIL SPAN" ' DISTANCE BETWEEN ROOF ATTACHMENTS ROOF RAFTERS OR STRUCTURAL MEMBERS REVISION: NOTES: - - STANDARD LAG BOLT SPEC ASSUMES 5/16" LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL HARDWARE TO THE FOLLOWING: - SILVER S.S. 10-16 FT -LBS - BLACK S.S. 7-9 FT -LBS RAIL CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE ® DOWNSLOPE) - FOR UNEVEN ROOF SURFACES, USE UP TO TWO LEVELING SPACERS PER L FOOT OR STANDOFF. SEE DRAWING "STANDARD RAIL LEVELING" FOR DETAILS AND LIMITATIONS GAP RAILS 0.1"-0.2" FOR THERMAL EXPANSION AT SPLICES ASSEMBLED SYSTEM (SOLAR PANELS NOT SHOWN) DESCRIPTION: SERIES 100 ASSEMBLY DETAILS TOP MOUNT END CLAMP -SNAPNRACK MODULE MID CLAMPS MODULE OVERHANG "RAIL END OEERHANQ' (NOT TO EXCEED ® OF ACCEPTABLE RAIL SPAN) MAINSTREAM ENERGY CORP. DESIGNER: G McPheeters DRAFTER: D Ryan — PN/ G�A@X➢QOi�BUO�J w O, Ema APPROVED BY: SCALE: DNS DATE: 120113 REVISION: MODULE OVERHANG (NOT TO EXCEED 3011 OR MANUFACTURER'S RECOMMENDATIONS) 111 PART NUMBER: DESCRIPTION: S100 D05 REV SERIES 100 TYPICAL LAYOUT I F � sonnenBatterie eco 1*1 0 0 ITEC NOV CITY OF COMMUNITY s o n n e n 91 Description and ifications Maximum storage power 3kW 4kW 4kW 7kW rating (at 25 deg C) 8kW 18kW 18kW Weight I 377 lbs. 437 lbs. I 496 lbs. I 622 lbs. I 683 lbs. 741 lbs. 800 lbs. (approximate) IF Cell chemistry Lithium iron phosphate (LiFePo4) Degree NEMA 12 of protection =protection1=�Srt circuit, overload, over tempe Ambient 32 T - 104 °F (0 °C - 40 °C) temperature Applications:I On -grid: self -consumption Off -grid: backup E On -grid specifications Nominal power 3kW 4kW 4kW 7kW 8kW 8kW 8kW Nominal AC year Inverter efficiency 92.5% CEC weighted, 95.0% peak Roundtrip Eff% >= 8696 12.5A 16.67A 16.67A 29.16A 33.33A 33.33A 33.33A current Off -grid specifications Nominal power I AW 4kW 4kW 7kW 8kW I 8kW I 8kW 100 ms — 8.5KVA 100 ms — 16.97K -VA Max power 5s — 6KVA 5s — 12KVA 30m - 4.5KVA 30m — 9KVA Ov r nt VP o ct�on e e General specifications 30A Transfer switch: Automatic, integrated Backup capacity: 10�U,�Twat�t-.Ho s per battery module, uto)�MjWwo�wattxhno�urs UL certifications: 1741,1998,69201-1,489,1973 Warranty: Inverter, 10 years; battery modules,10 years or 10,000 rydes; cabinet and components, 1 year Inverter efficiency 92.5% CEC weighted, 95.0% peak Roundtrip Eff% >= 8696 U(Gfid?7>Bffe:Ry)1 Communication Serial, Ethernet ports C E* 10 C Communication Modbus, Z -Wave protocols Communication and control Open ADR 2.0, SunSpec Alliance standards /proteSMI FCC Part 15B Total harmonic distortion <5% L1-L2, <2% L -N Cooling Method Passive Noise emission < 35dBA Modular AC parallel units Up to 3 AC input rated current 33.33 amps @ 240VAC AC output --------------- 120/240 volts voltage AC grid voltage 120/240 volts Nominal AC output current 33.33 amps Nominal frequency 60 Hz Adjustable fre pen range +/- U Hz from nominal Metering capability Power meter for load and PV production; +/- 0.5 RDG (current/voltage) Tare,losses (W) 60 watts Transient IEEE C62.41 Class B protection C II pjjjC,urrent-,ratIn 200 OR ss Mi R rcurrent prof Voltage rating 120/240 VAC Contaets Silver: Plated Certification UL Recognized Component Fault Current @ 22,000 amps 240VAC Battery bank 4-16kWh (2 kWh per module) capacity Nominal charge 30A per module current Cell discharge 10096 DoD Overcharge Protection Fuse protection Nameplate The storage system's nameplate is located inside the main cabinet's door. The information on the nameplate enables safe use and should be consulted when requesting service. The following information is on the type label: Unit description • Unit number • Version (hardware version) • Technical data of the storage system ISE INNOVATIVE STRUCTURAL ENGINEERING, INC. INNOVATIVE 2997o TECHNOLOGY DR, SUITE zo8 STRUCTURAL MURRIETA, CA 92563 ENGINEERING PHONE: 95i.600.0032 www.ISEengineers.com STRUCTURAL CALCULATIONS FOR: DICERCH/O RESIDENCE PHOTOVOLTAIC ARRAY ADDITION 52791 VIA SAVONA LA QUINTA, CA 92253 PO# - 7532 OWNER/DEVELOPER HELIOPOWER INC. 25767 JEFFERSON AVE. MURRIETA, CA 92562 October 4, 2o16 ISE PROJECT#:16-3996 OQpkOFE S 627 Exp. 6/30/18 Sm �TRUCT T OF CA0'(- IS[ INNOVATIVE STRUCTURAL ENGINEERING www.ISEengineers.com INNOVATIVE STRUCTURAL ENGINEERING, INC. 2997o TECHNOLOGY DR, SUITE io8 MURRIETA, CA 92563 PHONE: 951.600.0032 CBC SECTIONS 3403.3 & 3403.4 -ADDITIONS I Check Photovoltaic Array Addition at Buildings - 203.3 California Building Code I Gravity Design Loads: Roof Type: Comp shingle over plywood sht'g over trusses with 5/8" with gypsum board ceiling, insulation and miscellaneous loading Live Load: 20.0 psf Dead Load: 3536 728 Roofing Material: 2:0 psf Sheathing: 1.5 psf . Roof Framing Members: 2.0 psf Drywall: 2.0 psf Insulation: 3..o psf Miscellaneous: 1.0 psf Solar Array & Rack System 3.35 psf Roof Dead Load w/o Solar Array = 8.50 1psf Roof Dead Load at Solar Array = 3.1.85 Ipsf Total Roof Load w/o Solar Array 1 28.5 Ipsf Total Roof Load at Solar Array = 1 33..9 psf Area of Solar Array Addition (for gravity check) = Total Area of Affected Roof (for gravity check) = Area of Solar Array Addition (for lateral check) = Total Area of Affected Roof (for lateral check) = 728 ft2 ft2 ft2 3536 728 3536 Check Additional Gravity Load: ---- Additional Load Applied Over < 5o% of Roof Area Total Load Increase at Affected Roof = 0.69psf Percentage of Total Load Increase = 2.42911 < 5.0% OK Per CBC 3403.3 Additional Solar Array Weight is Structurally Acceptable Check Additional Gravity Load on Lateral Resisting System: Dead Load Increase at Entire Roof = Prct. Dead Load Increase on Entire Roof = o.6g Ipsf 8.11% 1 < 1o.o% OK .'. Per CBC 3403.4 Additional Solar Array Lateral Load is Structurally Acceptable INNOVATIVE STRUCTURAL ENGINEERING, INC. INNOVATIVE 2997o TECHNOLOGY DR, SUITE 1o8 STRUCTURAL MURRIETA, CA 92563 ENGINEERING PHONE: 951.600.0032 www.ISEenaineers.com ROOF MOUNTED SOLAR PANELS - Earthquake Analysis Earthquake Design per ASCE 7-3.0 - Section 13.6 (Mechanical/Electrical Components) Array Properties (Per Solar Array Designer) Warray: AREAarray: 3.35 PSF I FT' 728.0 Seismic Anchor Properties (Anchor Per Solar Array Designer) Vallow (NDS Table 11K) :230 Tallow (NDS Table 11.2A) : Ib/Mt Ib/Mt 5/16" Lag Screw w/ minimum 2.5" Embedment using SnapNRack Mount System 1o64 Design Parameters Site Class = Ss = S1= Site Coefficient, Fa = Site Coefficient, Fv = SDs = 2/3 Fa*Ss = SD1= 2/3 Fv*S1= Importance Factor, le = Height of Equipment, z = Height of Roof, h = aP = RP = D ASCE 7-10, Sec. 11.4.2 Latitude, deg Longitude, deg o.516 33.6648 -116.2505 USGS Table 11.4-1 Table 11.4-2 ASCE 7-1o, EQ 11.4-3 ASCE 7-1o, EQ 11.4-4 ASCE 7-1o, Table 1.5-2 ft ft Table 13.6-1 Table 13.6-1 1.501 0.694 1.00 1.50 1.001 0.694 1.00 24.00 25.00 1.00 1.50 Determine Fp, Seismic Design Force (STRENGTH LEVEL) - ASCE 7-10 Section 13.3.i Fp=(0.4aPSDSIP)(1+2z/h)/(RP/IP) = Fp max=1.6SDSIP = Fp min = 0.3SDSIP = 0.779 EQ 13.3-1 [Not Greater Than] EQ 13.3-2 [Not Less Than] EQ 13.3-3 1.6o1 0.300 CBC/IBC Alternate Load Combinations (ASD) - Section 1605.3.2, EQ. 16-20 & 16-21 Sf = Fp/1.4 = Sfv = 0.2SDS/1.4 = 0.557 Horizontal Seismic Force ASCE 7-1o, E022-4-3 0.143 Ivertical Seismic Force ASCE 7-1o, EQ 12.4-4 Number of Required Seismic Anchors (Tension & Shear) Vseismic = Sf*Warray*AREAarray = Tseismic = Sfv*Warray*AREAarray = No. of Anchors = Vseismic/Vallow = No. of Anchors = Tseismic/Tallow = Total No. of Required Anchors = No. of Anchors Supplied by Designer = 1,357 lb, Total Lateral Load on Seismic Anchors Ib, Total Vertical Load on Seismic Anchors No. of Required Lateral Load Seismic Anchors No. of Required Vertical Load Seismic Anchors Case Tension or Shear 349 5.9 0.3 6Worst 54 SnapNRack Standoff Mounts w/ 5/16" Lag Screw INNOVATIVE STRUCTURAL ENGINEERING, INC. INNOVATIVE 29970 TECHNOLOGY DR, SUITE 1o8 STRUCTURAL MURRIETA, CA 92563 ENGINEERING PHONE: 95i.600.0032 www.ISEengineers.com ROOF MOUNTED SOLAR PANES - Wind Analysis Components and Cladding - Wind Load Design per ASCE 7-3.0, 30-4.2- h<6o ft Array Properties (Per Solar Array Designer) Warray: AREAarray: 3.35 PSF I FT' 728.0 Seismic Anchor Properties (Anchor Per Solar Array Designer) Vallow (NDS Table iiK) : Tallow (NDS Table 11.2A): 230 Ib/Mt Ib/Mt 5/16" Lag Screw w/ minimum 2.5" Embedment using SnapNRack Mount System 1064 Design Parameters Design Wind Velocity (3s Gust), V = Wind Exposure = Mean Panel Height = Total Effective Area of Typical Array = Panel Area to Each Support = Angle of Panels = "a" = 110 mph ft ft2 ft2 degrees ft (aft. Min.) C 24.00 728 16.25 15 10 Determine Wind Force at Each Roof Mount qh = 0.00256 K, K, Kd V21= KZ = Kn = Kd = 1= Internal Pressure Coeff. = GCP; = GCP (Zone 1) = GCP (Zone 2)= GCP (Zone 3)= (+) P = qh (GCP - GCP;) =1 Lateral Load at Each Mount =1 Compression / Uplift at Each Mount =1 14.8 psf Load case o.6*W 0.94 Table 30.3-1, Page 317 1.0 Figure 26.8-1, Page 252-253 o.85 Table 26.6-1, Page 250 1.00 0.15 +/- (Figure 6-5) 0.50 -0.90 Per Figures 30.4-1 thru 30.4-7 0.50 -1.6o Per Figures 30.4-1 thru 30.4-7 0.50 -2.40 Per Figures 30.4-1 thru 30.4-7 10.0 -33.4 psf, Positive Wind (10 psf min) - Worst Case 42 -141 lbs 157 -524 lbs Roof Mount is attached to aligned roof member w/ (1).5116" Lag Screw w/ Min. 2.5" thread Embedment per Solar Designer Roof Mount Specification. Analysis SummarX Since allow. attachment design loads are greater than Wind demad, design is structurally acceptable. 10/4/2016 Design Maps Summary Report ,WUM Design Maps Summary Report PC User -Specified Input Report Title USGS DICERCHIO RESIDENCE RPT Tue October 4, 2016 17:14:47 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.664810N, 116.25045°W Site Soil Classification Site Class C - "Very Dense Soil and Soft Rock" Risk Category I/II/III Duret y N. / J - Rancho Mirage Palm Desert oachellk. `= � Ea-Quinta *1Q4kIi11t-CtsCJYP.�'ih, Ilx`� ,� ra �- t RgnlAtrp�nft-� d ' u ; . moi°tmecca USGS-Provided Output Ss = 1.501 g S1 = 0.694 g SMs = 1.501 g Sr,, = 0.903 g Sos = 1.000 g Sol = 0.602 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRV building code reference document. MCEa Response Spectrum 1.76 1.60 1.44 1.Z6 1.12 O� 0.96 W 0.90 0.64 0.49 F- 0.32-- 0.16-- 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum 1.10 0.99 0.98 0.77 N 0.55 0.44- 0.33-- 0.22-- 0.11-- 0.001 .440.330.220.110.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) For PGA,„ T, CRS, and CRI values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?tem plate=mi nim al&I atitude=33.6648069236465948dongitude=-116.25045115461899&siteclass... 1/1