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110 Hadley Dr - B18-002721 -SOLARJob Addre CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION131018g Application No: /i of % a-/ c, WSJ1lnrnmpntpdCnnctructionValue: $ 3 3 a Historic District: Yes No Parcel ID:,34'1q' At' —0000 - 0500 Residential Commercial Type of Work: New 1-1Additlon Alteration Repair Demo Change of Use Move Description of Work: Jx,&ka\t0A't xW (A— V00 M01&n-W A P . - s' J4 ` M Plan Review Contact Person: 1 (-a YY1 Ci'G6(1 I Title: S Y. Qx M .1T Couyd irlow Phone•(.' 1C- Ilf "Ud' Fax: Email: Property Owner Information Name Bharat Patel Phone: 386-283-7754 Street: 110 Hadley Lane Resident of property? City, State Zip: Sanford, FL 32771 Contractor Information Name Tesla Energy Operations, Inc. Phone: 702-716-0084 Street: 8500 Parkline Blvd Ste 100 Fax: City, State Zip: Orlando, FL 32809 State License No.: EC13006226 Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that aU of the foregoing information is accurate and that an work will be done in compliance with all applicable laws regulating construction and zoning. Signature o own41Agent Date Bharat Patel Print owner/Agent' e I 6 Signature o da Date A*f MELISA C ROHRBACH MY COMMISSION 8 GG 056039 A EVIRES: December 27, 2020 c 8aded Thu Budget NeleqSemoes Owner/Agent is Personally Known to Me or Produced ID 1%Type of ID D L C Ifoff . 17 , / 4'/XX 4 Signature ofContractor/Agent Date Print Contractor/Ag is Name 0(-A £S/201 Fr Signature of tart' -State of Florida Date Notary PubYc Slats o1 Florld4 Ashley N Taylor awdt Expires 701081202E 149324 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical fg Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: 101" BUILDING:,6•14•18 Revised: June 30, 2015 Permit Application 4. T E.' LFR' Limited Power of Attorney I hereby name and appoint: Date: U A B an agent of Tesla Energy Operations to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for the specific permit and application work located at: jl() I-jQdjRkj Un . r 1= L 3 VI11 Address) License Holder Name: Nicholas Armstrong State License Number: EC13f"""" Signature of License Holder: The foregoing instrument was acknowledged before me this day of 13 20_8_, by Nicholas Armstrong who is personally known or who has produced as identification and did not take an oath. Signature of Notary Print of type name: ejZA A M COAA lh./ Notary Seal: Notary Public —State of: f = 09 1f Notary Public State of Florida Commission No. Enca Marie McCurdy p 712270 Commission Expires: l0 l0ty Expiresxues06/06/2021 T T= SLA THIS INSTRUMENT PREPARED BY: I IIIIII lllll lllll LIIII Illll Ilill IIII I'llName: Go Erica McCurdy j) Address: 8500 Parldine Blvd Ste 100 Orlando, FL 32809 GRANT MALOY, SEMINOLE COUNTY NOTICE OF COMMENCEMENT CLERK OF CIRCUIT COURT & COMPTROLLER BK 9154 P9 185 (1P9s) State of Florida CLERK'S A 2018068798 RECORDED 06/18/2018 09:09:05 All County of Seminole RECORDING FFE ESA$10.00 Permit Number: Parcel The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Lee al descripption ort proRerty nd street address if available) 110 HADLEY LANE, SANF RD, FL 32771 i r>_,yi- ` i_.t X)r1 i n ci__ GENERAL DESCRIPTION OF IMPROVEMENT: insianati oln o-r- ma mo>n n--Pa P -V &JS,m OWNER INFORMATION: Name: Bharat Patel Address: 110 Hadley Lane Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Tests Energy Operations, Inc. Address: 8500 Parkline Blvd Ste 100 Orlando, FL 32809 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Llenoes Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated In it are true to the best of myknowledge and belief. Owners Signature Bharat Patel ownses Printed Name Florida statute 713.13(1 Xg): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' State of EL • County of The foregoing Instrument was acknowledged before me this ,L(a_ day of by 6hGirCL4 &W Who Is personally known to me . „ •:; ,;, Nerve ofperson making etetem C,`4n 0 OR who has produced Identification type of Identification produced: c .—\ R„°Q4, MEUSA C ROHRBACH i MY COMMISSION R GG Ma EXPIRES: December 27, 2020 Bonded 11w Budget NotarySWAM 1, 4 DocuSign Envelope ID: 160B098E-B1A84316-9BB2-EB3946836C1D T = 5 L n SOLAR PURCHASE DISCLOSURE This disclosure is designed to help you understand the key terms of your purchase of a solar electric system ("System"). It -is not a substitute for your purchase contract ("Contract"), loan or any other documents associated with this transaction. Information presented below is subject to the terms of your Contract. Read all documents carefully so you fully understand the transaction. For more information on becoming a smart solar consumer please visit www.seia.org/consumers. Provider: Tesla, Inc. Address: 3500 Deer Creek Road Palo Alto, CA 94304 Tel.: 888-518-3752 License # (if applicable): Not Applicable Email: customercare@tesla.com Installer: Tesla Energy Operations, Inc. Address: 6800 Dumbarton Circle Fremont, CA 94555 Tel.: 888-765-2489 State/County Contractor License #: FL EC13006226 Email: customercare@tesla.com Purchase Price Your purchase pri : $33,783.75 List of any credits, ncentives9r rebates included in the above purchase price: $0.00 Customer: Bharat Patel System Installation Address: 110 Hadley Ln, Sanford, FL 32771 Customer Mailing Address: 110 Hadley Ln, Sanford, FL 32771 Email: bharatpatel29@yahoo.com Contract Date: 6/7/2018 NOTE: Not everyon is eligible for credits, incentives or rebates or can fully use them. Consult your tax professional or legal professional for further information. Payment Schedule Amount you owe Provider, at Contract signing: $0.00 Amount you owe Provider at the commencement of installation: $0.00 Amount you owe Provider at the completion of installation: $0.00 Your financing partner will make the final payment to the Provider after installation for the following amount: $33,783.75 Financing Your system: WILL be financed NOTE: If your System is financed, carefully read any agreements and/or disclosure forms provided by your lender. This statement does not contain the terms of your financing agreement. If you have any questions about your financing arrangement, contact your finance provider and read all financing disclosures before signing a Contract. Installation Timing Approximate Start Date: 60-120 days from the date the Agreement is signed. Approximate Completion Date: 60-120 days from the date of the Agreement is signed. Interconnection Approval PROVIDER is responsible for submitting a System interconnection application. Site & Design Assumptions for your Purchase The estimated size of your System is: 10.395 kW DC Estimated gross annual electricity production in kilowatt-hours (kWh) from your System in Year 1: 15,713 kWh Estimated System Lifetime: 30 years Solar Purchase Disclosure v. 2017 3315893 a D D=Sign Envelope ID: 160B098E-B1A84316-9BB2-EB3946836C1D T = 5 L n Estimated annual electricity production decrease due to natural aging of the System: 0.5% System location on your property: rooftop Connectivity: The System; WILL be connected to the electric grid. At the time of installation,your local utility WILL credit you for excess energy your System generates. The rules applying to such credit are set by your jurisdiction. System Maintenance & Repairs System maintenance IS included for 20 years from the Installer. You are required to perform the following system maintenance: Shade Management: Shading on your solar display dramatically reduces electricity production. Keep trees or other tall plants trimmed to prevent shade on your system. Panel Cleaning: Cleaning your panels of debris can improve your system performance. Flushing the panels from the ground with a water hose can let more sunlight penetrate through the glass cover. System repairs" refers to actions needed to fix your System if it is malfunctioning. System repairs ARE provided by the Installer. If System repairs ARE included, the coverage periods for each hardware component of your System (in years) are: Inverter Warranty: 20 years Please check the Manufacturer's warranty for the coverage period of other hardware components. If System repairs ARE included, the coverage periods for the labor/workmanship for each component of your System (in years) are: Solar System: 20 years Please review your Contract for additional information about any warranties on the System installation and equipment. Note that equipment warranties for hardware are not required to include labor/workmanship. Your Provider may assign or subcontract any of its rights or obligations under this Agreement to any affiliate, successor, partner or purchaser. If such a transfer occurs, you will be notified if this will change the address or phone number to use for system maintenance or repair requests. Roof Warranty Your roof IS warranted against leaks from the system installation for the first 10 years by the Provider. Performance or Production Guarantee Provider is providing you with a: Performance guarantee for 20 years System production guarantee for 20 years Underperformance or underproduction will be remedied as follows: Tesla will repair or replace any defective part and restore System performance. If at the end of each successive 24 month anniversary of your first monthly payment the cumulative Actual kWh generated by the System is less than the Guaranteed kWh, then we will send you a refund check equal to the difference between the cumulative Actual kWh and the Guaranteed kWh multiplied by the Guaranteed Energy Price per kWh. Taxes You are responsible for property taxes on property you own. Consult a tax professional to understand any tax liability that may result from entering the Contract. Utility and Electricity Usage/Savings Assumptions You HAVE been provided with, a savings estimate based on your purchase. If provided, the savings estimate was calculated based on: Estimates of annual utility rate increases, future utility charges, net metering value, and the design of your system, which can be affected by shading, roof type, compliance with fire codes, location, system size, government rebates and local utility rates. Solar Purchase Disclosure Y. 2017 3315893 WA DocuSign Envelope ID: 160B098E-B1A8-4316-9BB2-EB39M36C1D T = 5 L n The savings estimate to you assumes the following: Your system will last: 30 years It is important to understand that electricity rates are estimates only. Your actual current and future utility rates and utility rate increases may vary. Provider IS NOT guaranteeing these savings. Cooling Off Period/ Right to Cancel In addition to any rights you have under state or local law, you HAVE the right to terminate this agreement without penalty within three (3) business days of 6/11/2018 by notifying Provider in writing at the above address. SEIA Solar Business Code Provider DOES abide by and agrees to be bound by SEIA's Solar Business Code and its complaint resolution process. For more information about the SEIA Solar Business Code and complaint resolution process, please visit http://www.seia.org/co ers Additional Disclosu Terms Customer's Initials here Solar Purchase Disclosure v. 2017 3315893 DocuSign Envelope ID: 160B098E-B1A8-4316-9BB2-EB3946836C1D Bysigning below, I agree that Tesla can contact me for telemarketing and informational purposes via call or text using automated technology and/or pre-recorded messages using the phone number(s) I provided that are listed on the first page of this contract. I understand that consent is not a condition of purchase. You may opt -out of this authorization at any time by calling us at: 8887765-2489 or sending us written notice and mailing it to: Tesla, Attention: Phone Authorization Opt -Out, 6800 Dumbarton Circle, Fremont, CA 94555. 1 have read this Agreement (INCLUDING THE AGREEMENT TO ARBITRATE) and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Agreement. Customer's Name: Bharat Patel oocusq Signature: 9wGBE8X8A9481 .. Date: 6/11/2018 Customer's Name: Signature: Date: Solar Home Improvement Agreement Tesla Approved Cal Lankton VP, Energy Sales and Operations Date: 6/7/2018 Solar Home Improvement Agreement (SolarLoan), version 5.1.0, April 30, 2018 3315893 10 RECORD COPY Version #72.1 - TBD March 12, 2018 turrt'rr8P., i J yrE;, A.gK,a RE: CERTIFICATION LETTER No 877 Project/Job # 327486 Project Address: Patel Residence 110 Hadley Ln Sanford, FL 32771 STATE OF .t w 0 e. P •: a, AHJ City of Sanford 0,, ONA1.0SCOfficeOrlandofillr Design Criteria: Applicable Codes = 2017 Florida Building Code (6th Edition) / IEBC, ASCE 7-10, and 2012 NDS Risk Category = II Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method Ground/Roof Snow Load = 0 psf REVIEWED FOR CODE COMPLIANCEMP1: 2x4 @ 24" OC, Roof DL = 9 psf, Roof LL = 18 psf MP2A: 2x4 @ 24" OC, Roof DL = 9 psi, Roof LL =18 psf 44:- MP2B: 2x4 @ 24" OC, Roof DL = 9 psf, Roof LL =18 psf PLANS EXAMINER MP2C: 2x4 @ 24" OC, Roof DL = 9 psf, Roof LL = 18 psf 1 q, (Z' DATE Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.09945 < 0.4g and Seismic Design Category (SDC) = A < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Testa. Structural evaluation was based on site observations and 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 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 manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. Hussein A Kazan, PE Hussein Digitally signed by Professional Engineer Hussein kazan T: 6D9.642.9016 Date: 2018.03.12 Email: hkazanMesta.com ka za n 13:36:00-04'00' SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE Tesla. Inc. T = 5 L n t i Version #72.1 - TBD HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Lrridscap9 Hardware X-X Spacing Hardware X-X Cantilever 24" 157 . ]Mod ulesistandofflS Y-Y Spacing 41" cMaations Y-Y Cantilever NA Config6reition Staggered Uplift DCR 67.6% MP1 72" MP2A 72" 24" 41" NA Staggered 67.6% MP28 72" 24" 41" NA Staggered 67.6% MP2C 72' 24" 41" NA Staggered 67.6% Portrait Hafdwere X=X-S acin Hardware X-X Cantilever 21" P.ortreiQModuI5.!jj Y-Y S acin 62" tandoff(Sciticatfons Y-Y Cantlleve NA Con"fi uiation Staggered U IHtDCR 68.1% MP1 48" MP2A 48" 21" 62" NA Staggered 68.1% MP2B 48" 21" 62" NA Staggered 68.1% MP2C 48" 21" 62" NA Staggered 681% Mounting Plane Structure Infoinlation T e- -• I Pitch S cin ; Qualification Results MembeiEyaluatian Results MIN Pre -Fab Truss 26' 24" O C. Member Analysis OK MP2A Pre -Fab Truss 26' 24" O.C. Member Analysis OK MP28 Pre -Fab Truss 26' 24" O.C. Member Analysis OK MP2C Pre -Fab Truss 26' 24" O.C. Member Analysis OK Refer to the submitted drawings for details of information collected during a she survey. All member analysis mid/or evaluaibn is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IEBC and the IBC. I Testa, Inc. T=5Ln .YN',;. _44) ce STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Proparties Overhang 1.41 ft Actual W 1.50" Roof System Proerties San 1 12.64 ft Actual D 3.50" Number of Spans w/o Overhang) 3 San 2 8.10 ft Nominal Yes Roofing Material Comp Roof San 3 2.71 ft A in"2 5.25 Re - Roof No San 4 Sx in."3 3.06 Plywood Sheathing Yes San 5 Ix in"4 5.36 Board Sheathing None Total Rake Span 27.66 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.42 ft Wood Species MSR Ceiling Finish 1/2" Gypsum Board PV 1 End 13.08 ft Wood Grade Rafter Slope 26' PV 2 Start Fb(psi) 1,650 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 160 Top Lat Bracing Full PV 3 Start E i 1,500.000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 766.000 Member Loading Summary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.11 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psi x 0.90 18.0 psf Live/ Snow Load LL/SL'.2 Total Load(Governing LC TL 28.0 psf 13.4 psf Notes: 1. ps = Cs'pf; Cs -roof, Cs -pv per ASCE 7 (Figure 7-21 2. pf = 0.7 (C.) (CJ (Is) po ; C.==0.9, C1=1.1, Is 1.0 Member Analysis Results Summary Governing Analysis Max Moment Location Capacity DCR Result Bending Stress i 1,814.0 14.1 It 1,921.3 94% Pass XEP HARDWAREDESIGNCALCULATIONS - MP1 Mountina Plane Information Roofing Material Comp Roof Roof Slope -- - Framing Type / Direction PV S stem Type Zep System Type Standoff Attachment Hardware 26` Y- Y_ Rafters b SolarCiSleekMountT'" ZS Comp Comp Mount SRV Spanning Vents- No Wind Design Criteria Design Code IBC_ 2015 ASCE 7-10 Wind Design Method _ - P a_ rtia_lly/Fully Enclosed Method Ultimate Wind Speed WUlt 135 mph Fig. 1609A Exposure Category- - - C - Section 26.7 Roof Style Gable Roof Fig. 30.42A/BIG5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 - Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.65 Section 26.6-1 Im ortance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V"2) Equation 30.3-1 37.5 Dsf Wind Prar-cura Ext. Pressure Coefficient U GC U 0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/G5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U 32.8 psf Wind Pressure Down Pfdownl 16.9 psf ALLOWABLE STANDOFF SPACINGS X- Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff_ Tributary Area- - _ Trib _ 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual W6 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/capacity DCR 67.6% X- Direction Y-Direction Max Allowable Standoff Spacing Portrait 4W' 62" Max Allowable Cantilever Portrait 21" - _ NA_ Standoff u Confration Portrait Staggered Max Standoff Tdbutary_Area_ - -- - _ Trib _ _ _ 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 373 Ibs - Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 68.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro ernes Overhang 1.41 ft Actual W 1.59' Roof System Properties San 1 10.00 ft Actual D 3.59' Number of Spans w/o Overhang) 5 San 2 1.76 ft Nominal Yes Ikoofing Material Comp Roof San 3 1.81 ft A in"2 5.25 Re -Roof No San 4 1.80 ft Sx(in .A3 3.06 Plywood Sheathing Yes San 5 5.39 It Ix(inA4 5.36 Board Sheathing None Total Rake Span 24.67 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.50 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 13.00 ft Wood Grade 2 Rafter Slope 26° PV 2 Start Fb(psi) 875 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E f 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.11 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LUSL"' Total Load(Governing LC TL 1 28.0 psf 13.4 psf Notes: 1. ps = Cs'pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (C,) (CJ (I,) po ; C,=0.9, C,=1.1, Is 1.0 Member Analysis Results Summary Governing Analysis Max Moment Location Capacity DCR Result BendingStress i 1,074.E 11.4 ft 1,246.5 86% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP2A Mounting Plane Information Roofing Material Comp Roof Roof Slope. - - - - -- - - 26* DiFramingTyperection Y-Y Rafters PV System_Type SolarCity SleekMountym wep System -Type 2S Comp - Standoff Attachment Hardware Comp Mount SRV Spanning Vents No Wind Design Criteria Design Code IBC 2015 ASCE 7710 Wind Design Method Partially/Fully Enclosed_ Method Ultimate Wind Speed VUlt 135 mph Fig. 1609A Exposure Category---- - Section 26.7 Roof Style _ Gable Roof Fig. 30.a2A/BiFswB Mean Roof Heigh t h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd _ 0.86 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V"2) Equation 30.3-1 37.5 psf wines araccomb Ext. Pressure Coefficient U GC U 0.88 Fig. 30.42A/B/GSA/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/BIGSA/B Design Wind Pressure P p = qh (GCp) Equation 30.4-1 Wind Pressure U 32.8 psf Wind Pressure Down down 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca a Staggered Max Standoff Tributary Area Trib _ 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 370Ibs Uplift Capacity of Standoff T-allow_ 548 Ibs Standoff Demand/Capacity DCR 67.6% X- Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 21"__ NA_ Standoff Configuration Portrait Staggered Max Standoff Tributary Area _ _ _ Tnb 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 373 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 68.1% STRUCTURE ANALYSIS-- LOADING SUMMARY AND MEMBER CHECK -_MP2B Member Properties Summary MP2B Horizontal Member Spans Rafter Proparties Overhang 1.41 ft Actual W 1.50" Roof System Properties San 1 10.71 ft Actual D 3.50" Number of Spans w/o Overhang) 5 San 2 1.78 It Nominal Yes Roofing Material Comp Roof San 3 1.77 ft Ain"2 5.25 Re -Roof No San 4 1.78 ft Sx(in .A3 3.06 Plywood Sheathing Yes San 5 7.23 ft Ix(in A4 5.36 Board Sheathing None Total Rake Span 27.46 ft TL Defl'n Limit 120 Vaulted Coiling No PV 1 Start 3.50 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 13.00 ft Wood Grade 2 Rafter Sloe 26- PV 2 Start Fb(psi) 875 Rafter Spacing 24" O.C. PV 2 End Fv i 135 Top Let Bracing Full PV 3 StartI E i 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 6112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.11 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL/SL'-' Total Load(Governing LC TL I L 28.0 pst 13.4 psf Notes: 1. ps = Cs'pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Cj (I,) po ; Ce 0.9, Ct=1.1, 1,=1.0 Member Anal sis Results Summary Governing Analysis Max Moment Location Capacity DCR Result Bending Stress i 1,254.1 12.1 It 4,229.9 102°/h Pass ZEP-HARDWARE DESIGN CALCULATIONS-- MP2B Mounting Plane Information Roofing Material Comp Roof Roof SloeP Framing Type / Direction PV System Type iep System Type. -- - Standoff Attachment Hardware Y-Y Rafters SolarCity SleekMountTm ZS Comp - - — - - - Comp Mount SRV Spanning Vents No Wind Design Criteria Design Code IBC 2015 ASCE 7-10 Wind.Design Method _ _ _ - _ Partially/Fully Enclosed Method Ultimate Wind Speed V-U_lt 135 mph _ _ Fig. 1609A Exposure Category _ -- _ - -_ _ - _ . _ C _ -- - - _ _ Section 26.7 Roof Style _ _ _ _ .- _ Gable Roof Fig 30.4-2A/BiG5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V42) Equation 30.3-137.5 psf Wind PronAurA Ext. Pressure Coefficient U GCp U 0 88 Fig. 30.4-2A/B/G5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/G5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U 32.8 psf Wind Pressure Down d 16.9 psf ALLOWABLE_STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" - 41" Max Allowable Landscape 24`' _ NACantileverStandoffConfigurationLandscapeStaggered Max Standoff Tributary Area - Trib 21 sf PV Assembly Dead Load WPV 3.0 psf _ Net WindUpliftat Standoff - T-actual 370 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca aci DCR 67.6% X- Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Maxfiax Allowable Cantilever Portrait 21" NA Standoff Couration Portrait- Staggered Max Standoff_ TributaryArea Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 373 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Ca aci DCR 68.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2C Member Properties Summary M P2C Horizontal Member Spans Rafter Pro erties Overhana 1.41 ft Actual W 1.5V' Roof System Properties Span 1 10.29 ft Actual D 3.5V Number of Spans w/o Overhang) 2 San 2 1.11 ft Nominal Yes Roofing Material Comp Roof San 3 A(in A2 5.25 Re -Roof No San 4 Sx in." 3.06 Plywood Sheathing Yes San 5 Ix(inA4 5.36 Board Sheathing None Total Rake Span 14.25 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.81 ft Wood Grade 2 Rafter Slope 26° PV 2 Start Fb(psi) 875 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 6112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.11 10.0 Psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LUSL"' Total Load(Governing LC TL 1 1 28.0 psf 1 13.4 psf Notes: 1. ps = Cs'pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (C.) (CJ (Is) po ; Cs 0.9, Ct=1.1, Is 1.0 Member Analysis Results Summary Governing Analysis Max Moment Location Capacity DCR Result Bending Stress(psi) 1,216.4 11.7 ft 1,239.9 98% Pass ZEP_HARDWARE DESIGN _CALCULATIONS - MP2C Mounting Plane Information Roofing Material Comp Roof Rbof Slope - - - — - - - - - Framing Type / Direction PV System Type - - pep System Type Standoff Attachment Hardware 26* - - -- - - - - Y-Y Rafters SolarCity SleekMountTM' ZS Comp - Comp Mount SRV Spanning Vents _ No ind Design Criteria Design Code IBC 2015 ASCE 7-10 Wind Design Method - _ _- _ _ _ _ _ Partially/Fully Enclosed Method - Ultimate Wind Speed - _ - - - V-Ult 135 mph Fig__1609A - Exposure Category - - - - C -- - - - — Section 26.7 Roof Style Gable Roof Fip_30.42A/B/G5A/B Mean Roof Hei ht h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 30.3-1 Topographic Factor Ka 1.00 Section_ 26.8 Wind Directionality. Factor Kd 0.85 Section 26.6-1 importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V"2) Equation 30.3-137.5 pst Winel Pnnccurw Ext. Pressure Coefficient U GCp U 0.88 Fig. 30.42A/B/GSA/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.42A/B/G5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U 32.8 psf Wind Pressure Down down) 16.8 psf ALLOWABLE STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 41" Max Allowable Cantilever Landscape 24" _ NA Standoff Confiuration Landscape Staggered Max Standoff Tributary Area- _ _ Trib _ 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wnd_Uplift at Standoff T-actual 370 lbs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 67.6% X- Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 21" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area _ Trib 21 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ T-actual 373 Ibs Uplift Capacity of Standoff T-allow W- Ibs Standoff Demnd/ aCaaci DCR 68.1% I ABBREVIATIONS I ELECTRICAL NOTES I - JURISDICTION NOTES I A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET —BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: City of Sanford UTILITY: Florida Power and Light CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN MOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WTHOUT THE WRITTEN PERMISSION OF TESLA INC. 1. THIS SYSTEM IS GRID—INTERIIED VIA A UL—LISTED POWER —CONDITIONING INVERTER. 2. A NATIONALLY — RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 3. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 4. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 5. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(8). 6. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 7. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 8. MODULE FRAMES SHALL BE GROUNDED AT THE UL LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION). 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. JOBNUMBER- J B-3 2 7 48 6 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing —Insert 13) SC Std SC315B2 INVERTER: Multiple Inverters BHARAT PATEL 110 HADLEY LN SANFORD, FL 32771 VICINITY MAP 10.395 KW PV ARRAY PAGE NAME COVER SHEET 41 INDEX Sheet 1 COVER SHEET Sheet 2 SITE PLAN Sheet 3 STRUCTURAL VIEWS Sheet 4 STRUCTURAL VIEWS Sheet 5 UPLIFT CALCULATIONS Sheet 6 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A NAME DATE COMMENTS REV 6 AMAY 1 5/31/2018 Updated 3L for undersized system REV C BS 6/6/2018 Removed Powerwall, Gateway, and LC. PV Only. Marqel Lee SHEET: REV: DATE- 1 C 6/6/2018 T=SLM Digitally siqned by Hussein PITCH: 26 ARRAY PITCH: 26 MP1 AZIMUTH:178 ARRAY AZIMUTH: 178 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 26 ARRAY PITCH: 26 MP2 AZIMUTH:268 ARRAY AZIMUTH:268 MATERIAL: Comp Shingle STORY: 2 Stories 0 Pitch 2CD E) DRIVEWAY 2- LEGEND 3 r 0 E) UTILITY METER & WARNING LABEL SV INVERTER W/ INTEGRATED DC DISCO WARNING LABELS STRU CHAN E DC DISCONNECT & WARNING LABELS 3 Y AC DISCONNECT & WARNING LABELS N a MF DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS STRUC CHA V LOAD CENTER &WARNING LABELS 3 O DEDICATED PV SYSTEM METER N n Rso RAPID SHUTDOWN v STANDOFF LOCATIONS A.kgr`i n CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR 4C+- 5 ,'f. GATE/FENCE 77 • HEAT PRODUCING VENTS ARE RED IVD r INTERIOR EQUIPMENT IS DASHED o L_J SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' S v (' n " : a R I I, V r.sa••' •+14i i'rSr0 N A; COWDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENMT OF ANYONE EXCEPT TESLA INC., NOR JOB NUMBER: J g-3 2 7 48 6 00 W51UMLFt DESCRIPTION. BHARAT PATEL 10.395 KW PV ARRAY ULSW Marqel Lee T 5 L nMOUNTINGSYSU: SHALL IT BE DISCLOSED IN WHOLE OR IN 110 HADLEY LNZSCompV4wFlashing-InsertPARTTOOTHERSOUTSIDETHERECIPIENTS SANFORD, FL 32771MODULES: 33) SC Std SC315B2 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SHEET: REV`. DATE: 2 C 6/6/2018 TESLA EQUIPMENT, NITHOUT THE WRITTEN PERMISSION OF TESLA INC. PAGE NAME: SITE PLAN INVERTER: Multiple Inverters S1 N) PV MODULE E) MOUNTING PLANE (MP) S1 TYPICAL PV SIDE VIEW NTS PV MODULE 5/ 16"x1.5" BOLT W11 5/ 16" FLAT WASHE ZEP LEVELING F00' ZEP ARRAY SKIR- ZEP MOUNTING BLOCK ZEP FLASHING INSER' E) COMP. SHINGLE E) ROOF DECKIN( 5/ 16" DIA STAINLESS STEEL LAG SCREW 2- 1 /2" EMBED, MIN) E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN MOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION PATH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. S1 STANDOFF Scale: 1 1/2" = 1' JOB NUMO R: J B-3 2 7 4 8 6 00 MOUNTING SYSTM ZS Comp V4 w Flashinq—Insert 33) SC Std SC315132 INVERTER: Multiple Inverters INSTALLATION ORDER LOCATE RAFTER, MARK HOLE 1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO 2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING 3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. INSTALL LEVELING FOOT ON TOP 4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. BHARAT PATEL 110 HADLEY LN SANFORD, FL 32771 nl JV SIDE VIEW OF MPZA NTS MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 1 24" 41" 0 STAGGERED PORTRAIT 48° 1 21" 62" 0 TOP CHORD 20@ 24" OC BOT CHORD 2x4 @24" OC ROOF AZI 268 PITCH 26 STORIES: 2 ARRAYAZI268PITCH26Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. 10. 395 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS THIS STRUCTURE WILL RECEIVE A BLOCKING UPGRADE. Marge) Lee SHEET: REV. DATE 3 C 6/6/2018 T= SLn PV MODULE 5/16"x1.5" BOLT WITI 5/16" FLAT WASHEI ZEP LEVELING F00- ZEP ARRAY SKIR' ZEP MOUNTING BLOOM ZEP FLASHING INSER" E) COMP. SHINGLE E) ROOF DECKIN( 5/16" DIA STAINLESS STEEL LAG SCREW 2-1/2" EMBED, MIN) E) RAFTER S_ SIDE VIEW OF MP2B NTS MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 11 2" 24" 41" 1 0" STAGGERED PORTRAIT 1 48" 21" 62" 1 0" TOP CHORD 2X4 @ 24" OC ROOF AZI 268 PITCH 26 STORIES: 2ARRAYAZI268PITCH26 SOT CHORD 20 @24" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S1 STANDOFF THIS STRUCTURE IMLL RECEIVE A BLOCKING UPGRADE INSTALLATION ORDER LOCATE RAFTER, MARK HOLE 1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO 2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING 3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. INSTALL LEVELING FOOT ON TOP 4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. N) STANDOFF SHALL LAG DIRECTLY INTO (N) BLOCKING N) 2x6 DF#2 OR SPF#2 BLOCKING. E) JACK TRUSS OR RAFTER BLOCKING NOT REQUIRED DOWN HERE) N) SIMPSON A34 CLIPS (2 PER BLOCK) W/ (8) 8d (0.131") X 1-1/2" NAILS PER CLIP E) SHORTEST BOX TRUSS (BLOCKING FROM HERE UP TO RIDGE AS NEEDED) tiillltlAlffiR! r No 877 i r i t r` y i :•• STA-E OF t: i t t4 • ,O R 1 • • 11111111101 INSTALLATION NOTES: 1. CUT (N) BLOCKING TO FIT TIGHT BETWEEN (E) TRUSSES AND KEEP FLUSH TO ROOF SHEATHING. ENSURE THERE ARE NO GAPS BETWEEN MEMBERS. 2. INSTALL (N) BLOCKING WITH TWO A34 CLIPS, ONE AT EACH END OF BLOCKING. 3. NAIL A34 CUPS TO EXISTING RAFTERS WITH (8) 8D (0.131") X 1.5" NAILS, FILLING ALL HOLES. ENSURE ALL NAILS ARE LOCATED AWAY FROM EDGE OF MEMBERS TO AVOID SPLITTING WOOD. INSTALL BLOCKING ONLY BELOW STANDOFF LOCATIONS. U2 NEW BLOCKING SIDE VIEW CONTAINED L A THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE OF IOLEE OSLA R " 0R SHAALL IT BE DISSCLOSED IN EXCEPT PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, IMTHOUT THE WRITTEN PERMISSION OF TESLA INC. ae NUMBER: JB-327486 00 IU" UESOMPII01L BHARAT PATEL 10.395 KW PV ARRAY 110 HADLEY LN SANFORD, FL 32771 PAGE NAPE STRUCTURAL VIEWS UIN: Margel LeeBENEFITT5Lnu" S CompNGZSComp V4 wFlashing—Insert MODULES: 33) SC Std SC315B2 SHEET: REV DATE 4 C 6/6/2018 NVOM: Multiple Inverters GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD AT PANEL WITH IRREVERSIBLE CRIMP Panel Number. NoMatch Meter Number. ACD7041 Inv 1: DC Ungrounded Inv 2: DC Ungrounded INV 1 0 )SOLAREDGE SE3000H-us000srlU2 qg pInverter; 3 low, 24Dv/2oav, gss HD 19avve ./United Disco and ZB,AFa 03)SC Std SC31582 PV Module; 315W, 293.2 P Underground Service Entrance Downsizing Main Breaker For Tie -In INV 2 1 )SOLAREDGE #/ SE7600H-USOOOSNU2 LqpggInverter; 76DOW,24OV/206V,997kHD WaAnifed Disco and ZB,AFCI Voc: 70.2 Vpmax: 58.4 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL N 175A/2P MAIN CIRCUIT BREAKER Voc* = MAX VOC AT MIN TEMP J(1T ( I SQUARE D # 220 PV BACKFEED BREAKER v 11 Breaker, 2OA/2P, 2 Spaces, Plug -On 1) Brreaker,, ARE D 4DAQ%2P, 2 Spaces240 , PI BSICIOCnFEED BREAKER 1)/BgdxRe Copper I )SQUARE D # QOM2175VH Breaker; 1 5A, Main, Field -Installable, 22 kAIR CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. 0NUMBER: JB-327486 MOUNTING SYSTEM: ZS Comp V4 w Flashinq-Insert SC Std SC315B2 Multiple In Inverter 1 SOLAREDGE SE3000H-USOOOSNU2 SolarCity Inverter 2 SOLAREDGE SE760OH-USOOOSNU2 zaov TN GND MP 2: 1x8 4 j MP 1+2: 1x13 MP 1: 1x12 ISNC10N BOX NFUGROUNDED,, Black P V 03) P Re xo UpHm W 1)AWG O #10, THWN-2, Black (1 ) AWG #10, THWN-2, Black Voc* = 500 VDC Isc - 15 ADC (2 ) AWG 110, PV Wire, 60OV, Block Voc* = 500 VDC Isc = 15 ( 1 ) AWG j10, THWN-2, Red ® (1 ) AWG 110, THWN-2, Red Vmp = 350 VDC Imp= 7.11 ADC O (1 ) AWG #10, Solid Bare Copper EGC VmP = 350 VDC IMP= 7.11 1)AWG # 10, THWN-2, Mite NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1 AWG #10, THHN/THWN-2, Green. EGC.-(1)Conduit.Kit; 3/4" EMT IJ 1)AWG j8, TFIWN-2, Green EGC/GEC-(1)CanduR_Kit;.3/4".EMT...... (1 AWG #10, THMN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV More, 600V, Black Voc* =500 VDC Isc =15 1 )AWG # 8, THWN-2, Block - P- O * - O ( 1) AWG #10. Solid Bare Copper EGC Vmp = 350 VDC Imp= 11.55 AWG A THWN-2, Red L (1) AWG #10, THMN-2. White NEUTRAL Vmp 240 VAC Im = 32 AA(_ (1) AWG #10, THWN-2, Block Voc* 500 VDC Isc,- 15 66 ADC 1) AWG # 10, 1HHN/THWN-2, Green EGC ,- (1)Conduit Kit; 3/4" EMT 2 AWG # 10, PV Wire, 600V, Black Voc* =500 VDC Isc = 15 1) AWG # 8, THWN-2, Green EGC/GEC - (1)Canduit. Kit; 3/47 .ENT © (1) AWG #10. THWN-2, Red Vmp = 350 VDC Imp= 11.55 ADC O (1 )AWG #10, Solid Bare Copper EGC Vmp = 350 VDC Imp= 10.66 II/LLL ( 1) AWG #10, THHN/THMM-2, Green EGC .- (1) Conduit Kit; 3/4" EMT.. . . 00 CUSTOMER: DESCRIPTION: DESIGN: BHARAT PATEL 10.395 KW PV ARRAY Marqel Lee T 5 L 110 HADLEYLNSANFORD, FL 32771 PAGE NAME. - THREE LINE DIAGRAM SHEET: REV. DATE 6 C 6/6/2018 1 ELECTRICAL CALCULATIONS CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN YHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION PATH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JDBNUMwE JB-327486 00 MOUNTING SYSa: ZS Comp V4 w Flashing —Insert MODULES 33) SC Std SC315B2 INVERTER: Multiple Inverters BHARAT PATEL 110 HADLEY LN SANFORD, FL 32771 NEC 220.83 - Residential Load Calculation Version 2.1 L1/L2 240 V NEC 220.83(B) The general calculated load shall be not less than 100% of the first 8 kVA plus 40% of the remainder of the following loads..." NEC 220.83(B)(1) The calculated floor area shall not include open porches, garages, or unused ... spaces..." Floor Area 2,546 square feet x 3VA/sq ft 7,638 VA NEC 220.83(B)(2) 1500 volt-amperes for each 2-wire, 20-ampere small appliance branch circuit and each laundry branch circuit..." Small Appliance Circuits 2 circuits x 1500VA/circuit 3,000 VA Laundry Circuits 1 circuits x 1500VA/circuit 1,500 VA NEC 220.83(B)(3) The nameplate rating of all appliances... ranges, wall -mounted ovens, counter -mounted cooking units... clothes dryers that are not connected to the laundry branch circuit... [and] water heaters" Load (240V unless otherwise indicated) Breaker 1 VA Range 40: 7,680: Water Heater 30: 5,760 Dryer 30; 5,000; Dishwasher/Garbage Disposal 20: 2,700: 0: 0 0: 0; 0: 0 0; 0 0: 0 120V Microwave 20: 1,200; 0; 01 22,340 total VA Total of non air-conditioning loads: 34,478 total VA First 8 kVA of load at 100% 8,000 Remainder of load at 40% 10,591 Adjusted total of non air-conditioning load 18,591 VA NEC 220.83(B) Heating and air-conditiong load..." Breaker 1 VA Sum of A/C Equipment Units I 401 5,2561 Sum of Electric Furnaces I 60: 11,520: Sum of Electric Vehicle Charging Supply i 0? 0; Total of A/C Loads and All Other Loads: 30,111 total VA Total Proposed Calculated Load: 125.46 Amps 10.395 KW PV ARRAY PAGE NAME. - ELECTRICAL LOAD CALCULATIONS Marqel Lee Sir: REV: DATE OadCabC36/6/2018 T-SLM CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: Address: 110 Hadley Ln INVERTER AND DC DISCONNECT UTILITY SERVICE r------------------- SOLAR PHOTOVOLTAIC ARRAY(§)' L--------------------- — J INVERTER AND DC DISCONNECT PHOTOVOLTAIC BACK -FED CIRCUIT BREAKER IN FAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JOBNU48FR: JB-327486 00 MO WnNG SYSIFll: ZS Comp V4 w Flashinq—Insert 33) SC Std SC315B2 INVERTER: Multiple Inverters JB-327486-00 BHARAT PATEL 110 HADLEY LN SANFORD, FL 32771 10.395 KW PV ARRAY PAGE NAME. - SITE PLAN PLACARD Morgel Lee SHEET: REV: DATE:- 7 C 6/6/2018 T=SLn i',SolarCity ZepSolar Next -Level PV Mounting Technology ;t"SolarCity Z pSolar ZS Comp for composition shingle roofs QCOMPATj6 ti COMPPSvO LISTED zepsolar.com Description PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules Auto bonding UL-listed hardware creates structural and electrical bond ZS Comp has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" Specifications Designed for pitched roofs Installs in portrait and landscape orientations ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 Wind tunnel report to ASCE 7-05 and 7-10 standards ZS Comp grounding products are UL listed to UL 2703 and UL 467 ZS Comp bonding products are UL listed to UL 2703 Engineered for spans up to 72" and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices This document does not create any express warranty by Zap Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end -user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps. zspats.com. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM Components zepsolar.com Mounting Block Pal No. 850-1633 Listed to UL 2703 Next -Level PV Mounting Technology Array Skirt Part No. 850-1608 or 500-0113 Listed to UL 2703 Interlock Part No. 850-1388 or 850-1613 Listed to UL 2703 Flashing Insert Grip Ground Zep V2 Pal No. 850-1628 Part No. 850-1606 or 850-1421 Part No. 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Captured Washer Lag Part No. 850-1631-001 850-1631-002 850-1631-003 850-1631-004 Leveling Foot Part No. 850-1397 Listed to UL 2703 n. End Cap Part No. L) 850-1586 or 850-1460 R) 850-1588 or 850-1467 DC Wire Clip Pal No. 850-1509 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end -user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM solar: SolarEdge Power Optimizer - Zep Compatible TM Module Add -On For North America P300-ZEP, P400-ZEP Compatible with Zep Groove framed modules Certified Zep Compatible'" bracket - Mitigates all types of module mismatch losses, from Attaches to module frame without screws - reduces on -roof manufacturing tolerance to partial shading labor and mounting costs ` Flexible system design for maximum space utilization Power optimizer equipment grounded through the bracket - Next generation maintenance with module -level monitoring Up to 25% more energy - Module -level voltage shutdown for installer and firefighter Superior efficiency (99.5%) safety USA - CANADA -GERMANY - ITALY- FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS- UK - ISRAEL -TURKEY- HUNGARY - BELGIUM - ROMANIA- BU LGARIA solar=eeSolarEdge Power Optimizer - Zep CompatibleTM Module Add -On For North America P400-ZEP P300-ZEP (for 60ce8 PV modules) I P400-ZEP (for 72 & 9&cell modules) INPUT Rated Input DC powertu 300 400 I............... W I....................... Absolute Maximum Input Voltage (Voc at lowest 48 80 Vdctemperature) MPPT Operating Range I.......I................... 8 -48 8-80..... ........I.................... Vdc Maximum Short Circuit Current (Isc) 30 10.1 Adc Maximum DC Input Current 12.5 12.63 Adc Maximum Efficiency 99.5 Weighted Efficiency 98.8 Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions including mounting bracket (WxLxH) 128 x 196 x 27.5 / 5 x 7.71 x 1.08 128 x 196 x 35 / 5 x 7.71 x 1.37 mm / in I........ Dimensions excluding mounting bracket (WxLxH) 128 x 152 x 27.5 / 5 x 5.97 x 1.08 I ........ 128 x 152 x 35 / I............ mm / inSx5.97x1.37 Weight (including cables and mounting bracket) I........... 720 / 1.6 _.. .. .. 840 / 1.9 kg / lb input Connector MC4 Compatible Output Connector Double Insulated; MC4 Compatible Output Wire Length 0 95 / 3.0 ( 1.2 / 3.9 m A Operating Temperature Range 40 - +85 / -40 - +185 C /'F Protection Rating IP68 / NEMA 6P Relative Humidity t`I Rated STCpower ofthe module. Moduleofup to +5% powertolerance allowed. PV SYSTEM DESIGN USING A SINGLE PHASE THREE PHASE THREE PHASE SOLAREDGE INVERTER(z) HD -WAVE SINGLE PHASE 208V 480V Minimum String Length (Power Optimizers) 8 10 I ...... ..... 18 Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5700 (6000 with 1 5250 6000 12750 W S.. .. -US) Parallel Strings of Different Lengths or YesOrientations m For detailed string sizing information refer to: httpJ/wwwsolamdge.mm/sites/defaulUflIM/Wing-sizing-na.pdf. solar -•. :. SolarEdge Single Phas for North America SE3000H-US / SE380OH-US e y • oil Optimized installation with HD -Wave technology Record -breaking efficiency Integrated arc fault protection for NEC 2011 690.11 and integrated rapid shutdown for NEC 2014 690.12 Extremely small and lightweight High reliability without any electrolytic capacitors IIIIIIIIIII' D Built-in module -level monitoring waveOutdoorandindoorinstallation Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BULGARIA www.solaredge.us M Single Phase Inverters for North AmericasolarSE3000H-US / SE380OH-US SE3000H-US OUTPUT Rated AC Power Output 3000 Max. AC Power Output 3000 AC Output Voltage Min: Nom: Max. (211 - 2ao - 264) AC Frequency (Nominal) Maximum Continuous Output Current 12.5 GFDI Threshold Utility Monitoring, Islandmg Protection,— Monitoring, r a..—ki Tk kti i,l INPUT Maximum DC Power 4650 5900 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 Vdc Maximum Input Current 8.5 10.5 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes I............................. .................... ........ Ground Fault Isolation Detection 600kaSeositivity Maximum Inverter Efficiency 99 99.2 CEC Weighted Efficiency 99 Nighttime Power Consumption I ...... 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces 1.-.............. RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data Optional - ANSI C12.20 class 0.5 compliant Rapid Shutdown - NEC 2014 690.12 Automatic Rapid Shutdown STANDARD COMPLIANCE Safety U11141, U116991, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule14 (HI)- Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 0.75-1" Conduit / 14.6 AWG DC Input Conduit Size / # of Strings / AWG Range 0.75-1" Conduit / 1-2 strings / 14-6 AWG Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 450 x 370 x 174 In / mm Weight with Safety Switch _......._.................................................... 25.3 / 11.5 I .......... ...... ................................................ lb / kg Noise 25 dBA Cooling Natural Convection Operating Temperature Range 13to +140 / -25 to +600) (-40'F / -40'C option) F /'C Protection Rating NEMA 311 (Inverter with Safety Switch) pl Forother regional settigsnplease contactSolarEdgewppon Power de -rating from 50T r solar =@@ SolarEdge Single Phasi for North America SE3000H-US / SE380OH-US / SE5000H SE760OH-US e Z lei: bow • Optimized installation with HD -Wave technology Record -breaking efficiency Integrated arc fault protection for NEC 2011 690.11 and integrated rapid shutdown for NEC 2014 690.12 Extremely smal High reliability without any electrolytic capacitors 11111111111 i D Built-in module -level monitoring wave Outdoor and indoor installation 1 Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) Optional: Self -Sustaining Power - produce up to 1.5kW directly from PV during grid failure USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA www.solaredge.us solar=ee Single Phase Inverters for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US SE3000H-US I SE380OH-US SESOOOH-US I SE6000H-US I SE76WH-US OUTPUT Rated AC Power Output . ......... 3000 3800 5000 6000 7600 VA Max. AC Power OutputP ......................... 3000 3800 ....... 5000 6000....... 7600 VA AC Output Voltage Min.-Nom: Max. (183 - 208 - 229) Vac AC Output Voltage Min..Nom: Max. (211- 240 - 264).......... Vac..... AC Frequency (Nominal) 59.3 - 60 - 60.51i1 Hz Maximum Continuous Output Current 208V 24 A Maximum Continuous Output Current 240V 12.5 16 21 25 32 A GFDI Threshold 1 A I........I...... Yes_......._._.................................... Utility Monitoring, Islanding Protection, Maximum DC Power ................................... 4650 5900 ....... 7750....... I .... . 9300 I . _ ... I1800 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage .......................................... 380 400 Vdc Maximum Input Current 208V I............ 15.5 Adc Maximum Input Current 240V 8.5 30.5 13.5 16.5 ....... 20 Adc p..................................................................... Max. In ut Short Circuit Current 45 Adc I Reverse -Polarity Protection .............................................................................. Yes .......................................... Ground -Fault Isolation Detection 600ka Sensitivity .................................... Maximu.m.Inverter E,.ff-cien.ty 99 99.2 CEC Weighted Efficiency 99 Nighttime Power Consumption 2.5 W SELF-SUSTAINING POWER OUTLET (OPTIONAL) Nominal Output Voltage 120 V 2................................................. ............. Maximum Output Power 15001 W External Outlet with GFDI Yes ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, 2igBee (optional), Cellular (optional) Internal RGM support ANSI C12.20 class C.5 compliant Rapid Shutdown - NEC 2014 690.12 Automatic Rapid Shutdown STANDARD COMPLIANCE Safety UL1741, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07I....... .......I............. ........ . Grid Connection Standards IEEE1547, Rule 21, Rule14 (HI) Emissions FCC Part 15 Class B AC Output Conduit Size / AWG Range DC Input Conduit Size / # of Strings / AWG Range Dimensions with Safety Switch (HxWxD) I ... .... Weight with Safety Switch Nois e.......................................................................... Cooling Operating Temperature Range Protection Rating U1 For other regional settings please contact SolarEdge support 1 1 Depends on Pv availability Int Power de_ rating from 50'C 0.75-1" Conduit / 14-6 AWG1......................... 0.75-1" Conduit /1-3 strings / 14-6 AWG 17.7 x 14.6 x 6.8 /450x370x174 25.3 / 11.5 25 Natural Convection 13 to +140 / -25 to +6001(-40'F / -40'C option) NEMA 311 (Inverter with Safety Switch) SC-B2 SERIES MODULE MORE POWER, FEWER MODULES With a sunlight to electricity conversion efficiency of over 18.8%, the module ranks amongst the highest in the industry. That means our modules can harvest more energy from the sun, which means it takes fewerof our modules to power your home. Plus, they generate more power output during the hottest times of the day, even in warmer climates. SC315132 AND SC310132 BLACK MODULE Zep Compatible 96-Cell Black -on -Black PV Module For use in residential and commercial PV installations MORE POWER PER MODULE Our 315W module generates 16% more power than a standard 270 W module. MORE ENERGY EVERY YEAR More yearly energy (kWh) compared to other modules as they perform better in the heat. MORE LAYERS, MORE POWER Manufactured by Panasonic for SolarCity, the module uses Heterojunction cell technology, which adds a layer of thin film silicon on top of high efficiency crystalline silicon. OUTSTANDING DURABILITY With more than 20 additional tests performed beyond what is currently mandated, these modules far exceed industry standards. LEADING WARRANTY Our modules rank among the best in warranty coverage, with workmanship that extends to 15 years. LIMITED WARRANTY Power Output 10 years (90% of P_) 25 years (80% of P,,,) Workmanship 15 years MATERIALS Cell Material 5 inch photovoltaic cells Glass Material AR coated tempered glass Frame Materials Black anodized aluminum CAUTION Please read the installation manual carefully before using the product. Modules are manufactured by Panasonic to the specification of SolarCity. Modules are only warranted by Panasonic if the modules are included in a PV system sold by SolarCity or Tesla. SolarCity and Tesla make no warranties related to the modules, which are sold as -is. SolarCity will handle any warranty claims on behalf of any purchaser. SOLARCITY 1146037-00-A 1 MODULE SPECIFICATIONS ELECTRICAL CHARACTERISTICS Model SC315B2 SC310B2 Max Power (W) 315 310 Max Power Voltage, VMp M 58.4 58.1 Max Power Current, I., (A) 5.40 5.34 Open Circuit Voltage, V_ (V) 70.2 69.9 Short Circuit Current, Imo, (A) 5.83 5.78 System Voltage M 600 600 Max Series Fuse Rating (A) 15 15 Solar Module Efficiency (%) 18.8 18.5 Power Tolerance (%) 5 / -0 5 / -0 AT NOCT (NORMAL OPERATING CONDITIONS) Model SC315B2 SC310B2 Max Power (W) 234.6 230.7 Max Power Voltage, VMp (V) 53.6 53.3 Max Power Current, IMP (A) 4.37 4.33 Open Circuit Voltage, V. M 65.7 65.4 Short Circuit Current, Isc (A) 4.70 4.66 MECHANICAL DATA Weight 19.5kg (42.99 Ibs) Dimensions 1690 mm (62.6C") / 1053 mm (41.46") / 40 mm (1.57) Connector MC4 Frame Color Black Wind and Snow Load 2400 Pa (50 Ibs/ft') Fire Type UL 1703 Type 2 Section A -A' section a-e Sectim C-C' SOLARCITY TEMPERATURE CORRECTION NOCT rC) 49 P, (%/-C) -0.29 Voc (%/oc) -0.25 Is. (%/°C) 0.03 Electrical characteristics are within-5/+10% of the indicated values of l_.. V., and Pmm under standard test conditions (irradiance of 100 mW/cm, AM 1.5 spectrum, and a cell temperature of 25 degrees Celsius or 77 degrees Fahrenheit). AT LOW IRRADIANCE (20%) Model SC315B2 SC310B2 Max Power (W) 59.7 58.6 Max Power Voltage, V., (V) 55.7 55.2 Max Power Current, IMP (A) 1.07 1.06 Open Circuit Voltage, V. (V) 65.4 65.0 Short Circuit Current, Isc (A) 1.17 1.16 a),h] 1146037-00-A Unit: mm (in) ra REQUIRED INSPECTION SEQUENCE 1f pa 14 . 1-1 t Min Max IIns ecdon IIDescri tnbn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection 000 Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: IELEcrmcm, ft.Rmtr I J[ia Max IIn3 ection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1aMe EkMI I 9[nn Max Inspection IIDescrn tion Mechanical Rough Mechanical Final 1 9[dn Max Tins ectionn IIDescri moan Gas Underground Gas Rough Gas Final R EVIIS]EIID: June 2014