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B23-1291 - 28189 VIA DEL MARCITY OF SAN JUAN CAPISTRANO BUILDING PERMIT Permit No. B23-1291 11/20/2023 ISSUED JOB VALUE NO UNITS Permit Number ISSUED BY SITE APN SITE LOT NO SITE TRACT SITE SUBDIVISION PERMIT TYPE. OCCUPANCY TYPE BUILDING SF NO STORIES DF4 934-542-21 R3 26 13436 SAN JUAN HIILS C-2 $ 15,000 SOLAR PANEL INSTALLA 0 0 1 JOB ADDRESS: 28189 VIA DEL MAR MEEKER & GRIBBEN, MICHAEL & ELIZABETHOWNER NAME 28189 VIA DEL MARMAILING ADDRESS CITY,STATE,ZIP CONTRACTOR NAME ST. LIC EXPIRE ADDRESS CITY, ST, ZIP TENANT NAME PHONE # MAILING ADDR CITY, ST, ZIP I have carefully examined the completed permit application and do hereby certify under penalty of perjury that all information hereon including the declarations are true and correct and I further certify and agree if a permit is issued: to comply with all City, County, and State laws governing building construction, whether specified herein or not. I also agree to save, indemnify and keep harmless the City of San Juan Capistrano against all liabilities, judgments, costs and expenses which may in any way accrue against said City in consequence of the granting of this permit. Applicant's signature Owner/Contractor Print Name BRIGHT LIFE SOLAR INC 933 NEWHALL ST 07/31/2025 AMOUNT MECHANICAL PERMIT AMOUNT Expiration:: Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work commenced. An OSHA permit is required for excavations over 5’0” deep and demolition or construction of structures over 3 stories in height. _____Contractor:I hereby affirm that I am licensed under provisions of Chapter 9 of Division 3 of the Business and Professions Code, and my license is in full force and effect. _____Owner/Builder: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 Contractor’s License Laws does not apply to and owner of property who builds or improves thereon, who does such work himself or through his employees, provided that such 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 did not build or improve for the purpose of sale) ______Owner/Builder:I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon and who contracts for such projects with a contractor’s) license pursuant to the Contractor’s License Law. _______ Workers Compensation-I hereby affirm under penalty of perjury one of the following declarations: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__STATE COMPENSATION INSURANCE FUND Policy#9053332 (This section needs to be completed if the permit is for one hundred dollars($100) or less) AMOUNTELECTRICAL PERMIT DESCRIPTION _______Exemption: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 become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING:FAILURE TO SECURE WORKERS’COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TI CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSDAND 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. B23-1291 Total Electrical Total Plumbing Total Mechanical Total Mobile Home 1029267 , COSTA MESA, CA 92627 SAN JUAN CAPISTRANO, CA 92675 (310) 433-8743 (908) 489-3933 PHONE PHONE Date _________________ Applicant _______________________________________ MOBILE HOME PERMIT AMOUNT 19 ROOF MOUNTED SOLAR PANELS. 7.065 AC SYSTEM. PLUMBING PERMIT Vin Barba VB VB FINAL 03/04/24 Date: Permit No. Applicant: Phone/E-Mail Job Location: CITY OF SAN JUAN CAPISTRANO BUILDING PERMIT FEES Account # Type Cost 01-44221 Building Permit 01-44223 Mechanical 01-44224 Plumbing 01-44225 Electrical 01-44221 Mobile Home Permit 01-44222 Grading Permit Fee 01-44231 Grading Plan Check 01-44222 On-Site Residential Permit 01-44231 On-Site Residential Plan Check Subtotal 01-44230 Bond Processing 01-44230 Building Plan Check 01-44230 Additional Plan Check 01-44230 Digital Record Fee ($1.00 per sheet) 01-44221 C & D Administrative Fee 01-44221 Special Inspection-Reinspection 01-44222 On-Site Commercial/Tract Permit Fee 01-44231 On-Site Commercial/Tract Plan Check Fee 01-44214 Geotechnical Soils Plan Review 10-44320 Ordinance 211 10-42510 Ordinance 364 01-45354 Copies @ .20 Each 90-23331 SMIP Fee 33-44370 H.O.P.E. Fee (Housing in Lieu) Other Fees TCA Fees Date Received HOA Approval Date Received School Fees Date Received Engineering Fees Date Received Water Division Fees Date Received 01-44221 01-44221 01-44240 90-23000 90-23000 TOTAL FEES PAYABLE TO CITY OF SAN JUAN CAPISTRANO Receipt # _________ Date: ______________ Cashier: _____________________________ Refundable Bond/Deposit Posted by ______Owner_____Contractor ________Type Title 24 Energy Provision (20% Permit Subtotal & Bldg Plan Check)) Title 24 ADA Fee (10% Permit Subtotal & Bldg Plan Check) Refundable Bond/Deposit Posted by ______Owner_____Contractor ________Type NPDES Permit Fee (10% Permit Subtotal) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 11/20/2023 $0.00 $0.00 $0.00 11/20/2023 B23-1291 BRIGHT LIFE SOLAR INC 28189 VIA DEL MAR (908) 489-3933 $0.00 - Name Address City/State/Zip TENANT NAME Phone ( ) ACCESSORY DWELLING UNIT QTY QTY QTY QTY Light Fixtures/Fans FAU < 100k BTU's Fixtures/Hose Bibs New/Setup Outlets/Switches FAU > 100k BTU's Water Heater Carport Meters/Main Panels AC/Comp BTU= Water Piping Gas Systems Awning Signs Exhaust Fans Temp Power Motors > than 1 HP Motors < than 1 HP Duct/Register/Grill Pool/Spa Pool/Spa Extend Plumbing APPLICANT SIGNATURE DATE Porch ISSUANCE ELECTRICAL PLUMBINGMECHANICAL ISSUANCEISSUANCE Fireplace ISSUANCE Fire Sprinkler Heads Miscellaneous PROPERTY OWNER Appliance Vent CONSTRUCTION TYPE NO. OF STORIES MOBILE HOME PROJECT ADDRESS UNIT #: Extend Electrical Cabana OCCUPANCY GROUP(S) SPRINKLERS PERMIT NUMBER JOB VALUATION Pool/Spa Vent/Exhaust Hood Miscellaneous Grease Interceptor Earthquake Bracing Electrical Wiring Gas Piping Sewage Disposal Water Piping City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto SaSan Juan Capistrano, CA 92675 Phone: (949) 443-6347 Email:building@sanjuancapistrano.org www.sanjuancapistrano.org/building Building Sewer ATTACHED DETACHED NEW CONSTRUCTION CONVERSION OF EXISTING STRUCTURE JADU 1. 2. OCCUPANCY CURRENT OCCUPANCY PROPOSED INT. ALT. ADDITION PATIO POOL/SPA DEMOLITION EXISTING BUILDING ____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT. NEW BUILDING ____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT. ________________ OCC. GROUP DESCRIPTION OF WORK COMBINING OR SUBDIVIDING SUITES? CHANGE OF OCCUPANCY USE? YES NO YES NO YES NO APPLICANT CONTACT NAME CONTACT PHONE ( ) EMAIL ADDRESS $ PRINT NAME As the applicant for this project, I am aware of the potential liabilities with undertaking construction within any private easement or use restriction area that may exist on this property. I acknowledge that I have or will review the Title Report for this property to ensure that this project does not impact any private easements or use restriction areas. By signing below, I CERTIFY THE ABOVE INFORMATION TO BE TRUE AND CORRECT. CONTRACTOR State License #: Name Address City/State/Zip BUILDING PERMIT APPLICATION LL 06/28/23 WARNING: THIS PERMIT APPLICATION WILL EXPIRE 180 DAYS FROM THE DATE SHOWN BELOW UNLESS THE PERMIT HAS BEEN ISSUED OR AN EXTENSION IS APPROVED BY THE BUILDING OFFICAL PRIOR TO APPLICATION EXPIRATION. ____/____/____ : B23 1291 09 19 23 7.60kW DC NO MPU/BBU7.065kW AC GENERAL REQUIREMENTS Y N Y N Y N Y N 1.System size is 10 kW rating or less 2.Solar array is roof mounted on a one or two family dwelling OR accessory dwelling unit (ADU) 3.Solar panels/module arrays will not exceed the maximum legal building height 4.Solar system is utility interactive and without battery storage 5. New roofing material directly below the solar array may be installed by a separate roofing contractor or the solar installation contractor. Any roofing outside of the array footprint will require a separate permit from a licensed roofing contractor. RESIDENTIAL PHOTOVOLTAIC ELIGIBILITY CHECKLIST Solar Photovoltaic (PV) Checklist for Detached One- or Two- Family Dwellings Instructions: The licensed contractor of record shall fill in the address of the project, contractor’s licensing information and answer each statement with Y or N. Complete and sign the certification section. ** If any items are checked NO, plan check shall be required ** Project Address: ___________________________________________________ Contractor Company Name: ____________________________________________________ Contractor State License Number: ____________________________________________________ City of SJC Business License Number: _________________________________ City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Phone: (949) 443-6347 Email: building@sanjuancapistrano.org www.sanjuancapistrano.org/building 07/03/23 LL 1.Permit Application (Completed & Attached) 2.Signed Contract or letter of intent with the homeowner is provided with submittal 3.Structural Roof Criteria and supporting documentation is attached and stamped by a licensed design professional 4.Electrical load calculation is required for all installations. (MUST BE COMPLETED ON CITY STANDARD TEMPLATE) 5.SDG&E Work Order is required for all Main Panel Upgrades 6.Clear photographs required of existing main service panel and subpanels showing ALL circuit breakers/ loads and panel board/bus ratings. 7.Manufacturers Specifications required for ALL electrical components that will be installed Y N Y N Y N Y N Y N Y N Y N STRUCTURAL REQUIREMENTS 1.A completed Structural Criteria and supporting documentation is attached and stamped by a licensed design professional for solar array attachment and/or any separate structure or racking supporting array or equipment. Y N Y N CITY SPECIFIC REQUIREMENTS FIRE SAFETY REQUIREMENTS 1.Clear access pathways provided per OCFA and CRC guidelines 2.Fire classification solar system is provided (Class A) 3.All required markings and labels are provided 4.Diagram of the roof layout of all panels, modules, clear access pathways and approximate locations of electrical disconnecting means and roof access points is completed and attached **Renewable Meter Adapter (RMA) installations must be approved by SDG&E and have a separate GEC. Any and all grounding work not performed by SDG&E, including but not limited to the RMA disconnect, will be performed by the Solar Contractor. I certify under penalty of perjury under the laws of the State of California that the above is true and correct. I understand that all approvals are subject to field inspection. Field corrections may require a formal revision submitted for plan review. A re-inspection fee may be assessed when work is not ready, inspection card and/or approved plans are not available, no access has been provided or there is any deviation from the approved plans.: Print Name: ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Date: ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Signature: ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Phone Number:ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Email Address: ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ELECTRICAL REQUIREMENTS 1.The PV system is interconnected to a single-phase AC service panel of nominal 120/220 Vac with a bus bar rating of 225A or greater 2.The PV system is connected to the load side of the utility distribution equipment** 3.A Solar PV Standard Plan and supporting documentation is completed and attached Y N Y N Y N Y N Y N Y N Y N Page 1/3 RESIDENTIAL ELECTRICAL LOAD CALCULATION INSTRUCTIONS: Review the electrical loads in the table below and check all that exist in the home (be sure to include the proposed Level 2 EVCE and/or Photovoltaic System). Fill in the corresponding wattage for each item checked, and then add up all the checked items to determine total wattage used. Wattages shown are rough estimates: for a more precise analysis use actual values based on nameplate ratings or consult with an electrical professional. PROJECT ADDRESS: _______________________________________________________________________________ STATEMENT OF COMPLIANCE: By my signature, I attest that the information provided is true and accurate. Name of Applicant: _________________________________________________________________ (Print Name) Signature: __________________________________ __________ (Signature of Applicant) (Date) Note: This form is a voluntary compliance alternative and you may wish to hire a qualified individual or company to perform a thorough evaluation of your electrical service capacity in lieu of this methodology. Use of this electrical load calculation worksheet is at the user’s risk and carries no implied guarantee of accuracy. Users of this form are advised to seek professional assistance in determining the electrical capacity of a service panel. (Only for Service Ratings of 120/240V, 225 Amps Max) City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Phone: (949) 443-6347 Email: building@sanjuancapistrano.org www.sanjuancapistrano.org/building LL 05/15/23 DIANNA F.11/20/23 B23-1291 SUBJECT TO FIELD INSPECTION Page 2/3 Check All Applicable Description of Load Volt-Amps on Nameplate Rating (Watts) Volt-Amps Used General Lighting/Power Load Required Total Square footage of building times 3 sf x 3 volt-amp Required Kitchen Small Appliance Branch Circuits (min. 2) 1,500 volt-amps/circuit Required Laundry Circuit (min. 1) 1,500 Volt-Amps Appliances and Equipment Except Air Conditioner(s) Microwave 1,400 watts Trash Compactor 1,000 watts Dishwasher 1,500 watts Disposal 1,000 watts Electric Oven 2,000 watts Electric Range 5,000 watts Induction Range 10,000 watts Electric Clothes Dryer 4,000 watts Electric Clothes Washer 500 watts Electric Tankless Water Heater 15,000 watts Electric Water Heater 4,000 watts Electric Heat Pump Water Heater 550 watts Required on new homes Electric Vehicle Supply Equipment (EVSE) 7,000 watts Evaporative Cooler 500 watts Pool or Spa 2,000 watts Other: Other: Other: Sub-Total Volt-Amps Used (add up V-A used for everything checked) - 10,000 V-A Subtotal (A) x .40 Subtotal (B) + 10,000 V-A Subtotal (C) Heating and Air-Conditioning (Add the largest of the following): + 1. Air conditioning and cooling (100% of nameplate (NP) rating) = 2. Heat pump without supplemental heating (100% NP Rating) = 3. Heat pump with supplemental electric heat (100% NP plus 65%) = 4. Electrical space heating , 4 separate units (65% NP rating) = 5. Electrical space heating > 4 separate units (40% NP rating) = 6. Electrical thermal storage and other 100% NP rating = Total Current Demand (Volt-Amps) = Divided by 240 Volts = Amps Total Amps Required for Service Conductors and Panel = Rating of Existing Electrical Service or Subpanel (Amps)= Panel Upgrade Required? (YES OR NO) Rating of Proposed Electrical Service or Subpanel (IF YES ABOVE)= watts watts watts LL 05/15/23 Sheet Item 1-2 Wind parameters 3-4 Seismic parameters and determination of Fp 5 design loads, roof member check, wind uplift check, deflection 6 attachment check, rail span check 7 lateral check Project Number: BLS-1935 Date: BASIS FOR DESIGN CODE:2022 California Building Code ASCE 7-16 LIVE LOADS ROOF 20.0 psf SNOW 0.0 psf CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: Michael Meeker Address: 28189 Via Del Mar,San Juan Capistrano,CA 92675 INDEX TO CALCULATIONS Engineering Calculations Performed By: Doug Engineering 5 Via Belmonte, Rancho Santa Margarita, CA 92688 949-285-5104 Engineering Calculations For: Bright Life Solar 933 Newhall Street, Costa Mesa, CA 92627 (908) 489-3933 8/28/2023 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope -  = Angle of plane of roof from horizontal, in degrees  =14 deg Mean Roof Height - Eave height will be used for  <= 10deg h = 22 ft Building dimensions s1 = 30 ft s2 = 30 ft a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of the least horizontal direction or 3 ft a = 3 ft B = Horizontal dimension of building normal to wind direction, in ft. B = 20 ft Horizontal dimension of building Attachment Spacing Effective Area A = 15 ft2 p = qh(GCp)(E)(a)29.4-7 Velocity pressure Exposure Coefficients ROOF OVERHANG Wind Exposure C (GCp)down = 0.49 0.49 Kzt =1 (GCp)upz1 = -2 -2.5 Kd =0.85 (GCp)upz2e = -2 -2.5 Kz =0.85 (GCp)upz2n = -2.75 -3.31 Ke =1 (GCp)upz2r = -2.75 -3.31 E =1 (GCp)upz3e = -2.75 -3.77 a = 0.73 (GCp)upz3r = -3.28 -4.28 V = 110 mph qh = 0.00256KzKztKdKeV2 qh = 22.4 psf p = 16.352 *(GCp) FIGURE 30.3-2B Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Gable roofs 7<=20deg ASCE 7-16 1 Wind Pressures Wind Down - All Zones 8 psf 10 psf, MIN ROOF OVERHANG Zone 1 -32.7 psf -40.88 psf Zone 2e -32.7 psf -40.88 psf Zone 2n -44.97 psf -54.13 psf Zone 2r -44.97 psf -54.13 psf Zone 3e -44.97 psf -61.65 psf Zone 3r -53.63 psf -69.99 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -32.7 psf -40.88 psf 0.6*W -19.6 psf -24.5 psf ASCE 7-16 2 Soil Site Class = D Risk Category = II SS = 1.329 Mapped Spectral Response acceleration in short periods S1 = 0.496 Mapped Spectral Response acceleration at one second periods SS< 0.25 SS= 1.0 SS>1.25 SS>1.5 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.3 1.2 1.2 1.2 1.6 1.1 1.0 1.0 2.4 - - - ---- Fa =1.200 (interpolated) SMS = Fa*SS = 1.595 Min. 1.2 per 11.4.3 S1< 0.1 S1= 0.4 S1>0.5 S1>0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.5 1.5 1.5 1.4 2.4 1.6 1.5 1.7 4.2 - - - ---- Fv =1.504 (interpolated) SM1 = Fv*S1 = 0.746 SDS = 2/3 *SMS =1.063 SD1 = 2/3 *SM1 =0.497 SDS RISK CATEGORY SD1 RISK CATEGORY > I, II III IV >I, II III IV 0A A A 0A A A 0.167 B B C 0.067 B B C 0.33 C C D 0.133 C C D 0.5 D D D 0.2 D D D Seismic Design Category = D 1.5 1.5 B E-- F-- 2.2 2.0D C 0.8 0.8 1.3 Table 1613.2.3(2) 0.8 Values of Site Coefficient Fv S1= 0.2 S1= 0.3SITE CLASS 1.7 A 0.8 1.3 C E -F- 1.2 SITE CLASS SS= 0.5 SS= 0.75 A 0.8 0.8 B 1.2 0.9 D 1.4 0.9 ASCE 7-16 Table 1613.2.3(1) Values of Site Coefficient Fa Seismic Use Group =I Seismic Design Category =D I=1 SS = 1.329 S1 = 0.496 SMS = 1.595 SM1 = 0.746 R =6.5 Height = 11.375 T = 0.035*hn^.75 = 0.21679 r (Reliability/Redundancy Factor)=1 SDS = 1.063 SD1 = 0.497 (ASCE 7-16 12.8-2)Cs = SDS/(R/I) = 0.1635 W (ASCE 7-16 12.8-3)Cs <= SD1/[(R/I)T] = 0.353 W (ASCE 7-16 12.8-5)Cs >= .01 = 0.01 W If S1>0.6g (ASCE 7-16 12.8-5)Cs >= 0.5*S1/[R/I]= 0.000 W V(controls)=0.1635 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 6 ft Tributary width of attachments = 1/2 Panel length = 35.9 in Ap =18.0 ft2 PV unit weight including racking = 3 psf W p =53.85 lb Other mechanical/electrical components ap =1 Fp = 0.4apSDS*W p/(Rp/Ip)(1+2z/h)45.79 lb 13.3-1 Rp =1.5 Ip =1 Fp <= 1.6SDS*IpW p 91.59 lb 13.3-2 SDS = 1.063 Wp = 53.85 lb Fp >= 0.3SDS*IpW p 17.17 lb 13.3-3 z= 22 ft h= 22 ft ASCE 7-16 SHEET: 7 OF 7 DATE: DE JOB NO.: DESIGN LOADS Dead Loads Uplift Roof 0.6WL CONC. FLAT TILE 9.0 psf 0.6WL Zone 1 and 2e -19.6 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -24.5 psf Rf Frm'g 2.8 pWLdown =8.0 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3 -19.6 -17.8 psf Zone 2 0.6*3 -24.5 -22.7 psf Total DL 18.2 psf Downward DL+0.6WL LL 20.0 psf PDL+WL =13.0 psf SNOW 0.0 psf Rafter Check Existing 2x4 TRUSSES @ 24" o.c Spacing 2.00 ft Trib panel width = 6 ft E 1500000 psi Fb =900*1.5*1.15 1552.5 psi I5.4in^4MallowWind =1110 ft-lb Span1 4.50 ft MallowLL =867 ft-lb Span2 3.50 ft See below for Wind Uplift loads Span3 4.50 ft due to concentated loads at attachments Span4 0.00 ft d (Distance to Att. abR1 (lb)R2 (lb Load (psf) Trib W (ft) P = Wind Uplift Mmax wind(ft- lb) P = Wind Down P = PVDL (lb) -1.50 1 -0.49 -0.49 4.99 487.0 -47.8 24.5 6.0 439.2 -215 179.25 53.8 233.0 2 3.37 3.37 1.13 88.2 263.1 19.6 6.0 351.3 297 179.25 53.8 233.0 3 5.31 0.81 2.69 210.0 63.2 19.6 6.0 351.3 170 179.25 53.8 233.0 4 9.17 1.17 3.33 260.0 91.3 19.6 6.0 351.3 304 179.25 53.8 233.0 10.14 Span 1 Uniform DL 4.50 41.0 41.0 9.1 psf 2.0 18.2 plf 46 Span 2 Uniform DL 3.50 31.9 31.9 9.1 psf 2.0 18.2 28 Reactions at Span1 616.2 256.3 Negative values are uplift reactions Reactions at Span2 291.9 123.3 Mmaxwindup =189 ft-lb < 1110 ft-lb OK Mmaxwinddown =221 ft-lb < 1110 ft-lb OK For DL+LL including the PV system weight point loads w = 70.4 plf P = 53.8 lb Mmax =198 ft-lb < 867 ft-lb OK Deflection Check DDL = 5wL4/(384EI)(5*18.2*4.5^4)*1728 = 0.042 in = L/ 1292.8 OK 384*1.5E6*5.4 PROJECT: CLIENT: BY: PV Panels for Michael Meeker Bright Life Solar Doug Engineering 8/28/2023 BLS-1935 P = DL+WL (lb) SHEET: 6 OF 7 DATE: DE JOB NO.: CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift =439.2 lb 5/16" Lag with min 2.5" penetration for each attachment Table 12.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 lb Allowable wind load = 1.6*2.5*266 1064 lb > 439.2 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp = 45.79 lb Roof slope/module tilt 14 deg Shear = Fp*cos(14 ) = 44.4 lb Fp sin(ang) Tension = Fp*sin(14 ) = 11.1 lb Fp cos(ang) Table 11K - NDS Z = 190 lb CD = 1.6 ` Z' = Z*CD =304 lb > 44.43 lb OK Withdrawal capacity W' = 1064 lb Interaction Equation ft/Ft+fv/Fv 0.423 + 0.146 = 0.569 < 1 OK RAIL SPAN CHECK Ironridge Railing Check Load for half a panel = 2.7' WXR10 =62.1 plf Per the Ironridge Structural Analysis of the Ironridge XR10 Rail for 110 mph and 0 psf snow, the max span for XR10 Ironridge Rails is 79" for Exposure C Use XR10 Rails with a spacing of 72" o.c. max for attachment points. PROJECT: CLIENT: BY: PV Panels for Michael Meeker Bright Life Solar Doug Engineering 8/28/2023 BLS-1935 SHEET: 7 OF 7 DATE: DE JOB NO.: LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting== 2252.3 sf W panel =45.0 lb W roofexisting =15.2*2252.34 =34236 lb 19 *W panel = 855 lb W wallexisting =15*80*4 =4800 lb W restofarray =279.3 lb W existing =39036 lb W array = 1134.3 lb V = 0.164 W Vroofexisting =6402 lb Existing Total Lateral Force Vroofwpanels =6588 lb New Total Later Force % increase = 6588 increase which results in less than a 10% increase in the 6402 stress of existing lateral resisting elements OK BY: Doug Engineering BLS-1935 PROJECT: PV Panels for Michael Meeker CLIENT: Bright Life Solar 8/28/2023 *100%-100% = 3%