The URL can be used to link to this page

EL-08-20-1887, 137 NW 106th StSN RES y Miami Shores Village �n irk' Building Department 10050 NE 2 Ave SO, AEOR10f` Miami Shores FL 33138 INSPECTION REQUESTS: (305)762-4949 or log on at https:Hbldg.msvfl.gov/energov_Prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:OOPM SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION POST ON SITE 1121360080290 Owner's Name: ESTEBAN BETANCOURT Owner's Phone: Job Address: 137 NW 106TH ST Total Square Feet: 0 Miami Shores, FL 33150 Total Job Valuation: $ 34,177.50 Contractor(s) Phone Address MOMENTUM SOLAR (321)247-6073 6001 Hiatus RD 3, Tamarac, FL 33321 Description: Electrical wiring of photo voltaic solar panels on roof. 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201-1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑X ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 137 NW 106 ST City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-2136-008-0290 Is the Building Historically Designated: Yes NO X Occupancy Type: RES Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ESTEBAN MONTES BETANCOURT Phone#: Address: 137 NW 106 ST City: MIAMI SHORES State: FL Tenant/Lessee Name: Phone#: i• a nu•u-� u • . •u 321.247.6043 Zip: 33150 CONTRACTOR: Company Name: MOMENTUM SOLAR Phone#: 321.247.6043 Address: 6001 HIATUS RD ST #3 City: TAMARAC State: FL Zip: 33321 Qualifier Name: MATTHEW FRANZ Phone#: 321.247.6043 State Certification or Registration #: EC13008217 Certificate of Competency #: DESIGNER: Architect/Engineer: MINA MAKAR Phone#: 551.589.5068 Address: 61 WINDLING WOOD DR APT 813 City: SAYREVILLE State: NJ Zip: 08872 Value of Work for this Permit: $ 11,962.12 Square/Linear Footage of Work: Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Electrical wiring of photo voltaic solar panels on roof. Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promhe in good faith that a copy of the notke of commencement and construction lien low brochure will be delivered to the person whose property Is subject to attachment. Also, a cerdped copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature :/ Signature OWNER or AGENT f CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this 37 day of August _, 20 20 by Esteban Montes who is personally known to me or who has produced _ DL _ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: CHRISTINA FAIRLESS MY COMMISSION#GG975179 ' EXPIRES: APR 01, 2024 } c' Bondod through 1 st State Insurance 17 day of _ Aunijo _, 20 20 ___Po _ , by Matthew Franz , who Is personally known to me or who has produced Known as identification and who did take an oath. NOTARY PUBLIC: Sign: Print., Seal: I r?r•o CHRISTINA FAIRLESS j MY COMMISSION #GG975179 I EXPIRES: APR 01, 2024 l Bonded lhrouoh 1sr #•####$' #####*«ft################# APPROVED BY __ f_ _ Plans Examiner Structural Review -- Zoning Clerk (Revlsed02/24/2014) vuuuoiyi i �nvCiuNa iv. 4O4V I yrO-r / Vr-4V I YO/ V:1-/'1V�yJrV / VL2�r -- - _ The Authoritative Copy of this record is held at na2.docusign momentum SOLAR ELECTRIC INSTALLATION CONTRACT Esteban Montes Customer Name 137 Northwest 106th Street Miami Shores, FL 33150 Service Address City, State, Zip 3475802918 muchodesignstudio@gmail.com Phone Email Address Florida Power & Light Co Electric Utility Company LG Electronics Enphase Energy 10.850 kW LG350N1C-V5 IQ7PLUS-72-2-US 31 System Size* Solar Module Make/Type Inverter Make/Type Module Count *IF SYSTEM SIZE IS BIGGER THAN 11.76 KW DC/10.0 KW AC, PLEASE SEE ATTACHMENT I REGARDING LIABILITY INSURANCE REQUIRMENT Payment Schedule and Third -party Financing: Your payments will become due as indicated below. The "Total Amount Payable to Momentum Solar"shown below reflects only the amount we charge for the PV System (as defined below) and installation, not including any applicable sales tax. If you choose to obtain financing from a third -party finance company, your payment schedule and total amount owed will be set out in your agreement with the third -party finance company and may include finance charges. You should read that agreement carefully to understand your repayment obligations. We are not your lender. The terms of any financing you obtain from a third party, including the amount and timing of your payments and any finance charges imposed, are solely determined by your third -party finance company. We are not affiliated with any third -party finance company. TOTAL AMOUNT PAYABLE TO MOMENTUM SOLAR: $34,177.50 (PLUS ANY APPLICABLE SALES TAX) FINANCED BY DIVIDEND FINANCE Refer to your agreement with Dividend Finance for a description of your payment obligations, including your payment schedule and total of payments (including any finance charges). TOTAL AMOUNT PAYABLE TO MOMENTUM SOLAR: Optional Down Payment: Upfront Rebate (if applicable): Total Loan Amount: $34,177.50 $0.00 $0.00 $34,177.50 You acknowledge that, regardless of whether you obtain financing from a third party, we require payment in full upon completion of the installation (and required inspections) and that we are not extending credit to you in connection with this transaction. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR Document.24 FL Page 1 of 10 Lluuu Jlly. I CI Ivvlupty IV. ' ENV I yrD-f / Vr-4UI J-O! VJ-h J.7uJl of LI of The Authoritative Copy of this record is held at na2.docusign momentum SOLAR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Pro Custom Solar LLC d/b/a Momentum Solar is a certified solar contractor (Cert. # CVC57036) with the Department of Business Professional Regulation. General Terms and Conditions Definitions: In this agreement, the terms "customer", "owner", and "you" refer to the customer identified above, and the terms "contractor", "us" and "we" refer to Pro Custom Solar LLC d/b/a Momentum Solar and its employees, agents and subcontractors, as applicable. The term "agreement" or "contract" refers to this agreement between you and us and any change orders signed by you and us. "PV System" means the solar panels and related parts and the system of solar energy generation described above. Scope of Work: We agree to sell and install the PV System on your real property. We will not provide, or arrange for, architectural/engineering services or structural changes to dwellings or buildings unless we expressly agree to do so in a separate writing signed by us. We have the right to determine the method, details, and means of performing the work. We will obtain the necessary building and electrical permits and ensure code compliance. You agree to cooperate with us to obtain these permits and meet code compliance. You are solely responsible for obtaining, at your own cost and expense, any and all zoning variances required by any municipality or local governing body. We will not obtain a zoning variance for you unless we expressly agree to do so in a separate writing signed by us. Change Orders: Any change to the work or the installation schedule that you or we request will be set out in a written change order signed by both you and us. You agree that a change order may result in a change to the terms of the agreement between you and us, including but not limited to, the contract price and the anticipated installation schedule. If you request, in writing, a change to the scope or performance of the services provided under this agreement, then we will provide you with a written change order for your approval within a reasonable time after such written request. You agree that we may issue a change order if a Force Majeure Event (as defined below) occurs that changes or impairs our ability to perform under the current terms and conditions of this agreement. All change orders, including a change order resulting from a Force Majeure Event, must be approved in writing by you within a reasonable time after receipt, and you agree not to unreasonably withhold your approval of any change order. Time Period: We anticipate beginning work under this agreement within fourteen (14) days after we receive all required paperwork from the applicable state, utility, and municipality. We anticipate that we will complete the work within thirty (30) days after we begin. This is our best estimate and is subject to change according to various factors outside of our control. We are not responsible for delays resulting from any Force Majeure Event (as defined below). Force Maieure: We will not be liable to the you for any failure or delay in performance under this agreement caused by events beyond our control including, without limitation: negligence or delay by any governmental entity or utility company; your noncompliance with this agreement; your failure to furnish necessary information or furnishing of incorrect information; legal encumbrances on your property; your property's non-conformance with building codes or zoning requirements; your credit rating or financing arrangements, acts of God, nature, government or any third parties; war or acts of terrorism; labor strife Document.24 FL Page 2 of 10 u uuuolyl I G I VCIuytC I V. '+DYu t yro-r r ur-'iv r u-O / Vv-movz;Jry r VLJ I - - The Authoritative copy of this record is held at na2.docusign �l momentum 0 L L,,, R or disputes; shortages of labor, fuel, raw materials or equipment; technical failures; accidents; sabotage; failure or delays in transportation or communication; failures or substitutions of equipment; or hidden or unforeseen physical or hazardous conditions, including but not limited to, environmental hazards such as mold, asbestos, and lead paint (each, a "Force Majeure Event"). Your Responsibilities: You agree to pay us for merchandise delivery and/or installation of the PV System according to the terms and conditions of this agreement. If your service address is subject to any easements, covenants or other legal encumbrances that could affect the Installation, you agree to notify us in writing, including by electronic mail or by certified mail, within five (5) business days of your becoming aware of the encumbrance or prior to our beginning work, whichever is earlier. You agree to ensure that work areas are free of preexisting hazards, including, but not limited to unsafe physical conditions or environmental hazards and building/zoning code violations. You agree to allow us access to work areas during work hours. If you have a security system, you agree to ensure that it does not interfere with installation. You agree not to allow unattended minors at the service address while we are performing the installation. You agree to control pets and keep them away from work areas. You agree that, if anyone under your control interferes with or delays installation, you may be subject to transportation and/or storage charges or other resulting charges. Payments: All payments must be made in cash, by credit card, or by check(s) made payable to "Momentum Solar" as specified in this agreement. Any payments you owe under your agreement with the third -party finance company must be made in accordance with the terms of your, agreement with them. Failure to Pay: You will be in breach of this agreement if you fail to make any scheduled payment on time, in full, and otherwise in accordance with this agreement. If vtre have not received the full amount of any scheduled payment within ten days after, the scheduled due date, you will incur a late fee equal to one percent (1%) of the unpaid amount due. If the installation is not completed when the breach occurs, we reserve the right to suspend all work until all past -due amounts have been paid in full. If the PV System is in operation when the breach occurs, we reserve the right to remotely shut off the PV System until all past -due amounts have been paid in full. Subject to applicable law, we may also pursue amounts you owe us through legal action, which may include perfecting or enforcing a lien against your property or the PV System. If we take legal action to enforce this agreement, you agree, to the maximum extent permitted by applicable law, ,to pay reasonable attorney's fees and costs we incur before and after judgment and any other costs permitted under applicable law. If you fail to pay your third -party finance company pursuant to the terms of your agreement with them, you may be subject to any of the terms and remedies set forth in that agreement. Please consult that agreement to determine your liability and rights regarding the third - party finance company. Inspection of System: You agree to allow us, our designees, and any state or local governmental authority or utility company to inspect the PV System at the service address. Cancellation by Customer: If you cancel this agreement at any time after the cancellation period described in this agreement or otherwise prevent us from completing the installation, you agree to reimburse us in full for the cost of materials, labor, and services provided up to the date and time of cancellation. Termination by Momentum: Prior to beginning design and permitting work, we will perform a physical assessment of the installation site, including suitability of the existing electrical panel and wiring, roof condition and shading of the intended location of the PV System to verify the suitability of the site for the PV System. If we determine that existing site conditions will not allow for installation of a PV System as described at the top of page 1, we may terminate this agreement if you and we are unable to agree to modifications needed to provide for additional work needed to make the site suitable for the PV System. If we do so terminate this agreement, we will refund your initial deposit in full. We may also terminate this agreement after completion of our site assessment without further obligation if either (a) you breach this Document.24 FL Page 3 of 10 UUI UJIIJ.II CI IVCIUYJ, IL . 4D4U 17r D-r I Ur-NUI J-OI VJ-MJJ�JrU I VLUI The Authoritative Copy of this record is held at na2.docusign momentum SOLAR agreement, or (b) we discover or become aware of: (i) previously undisclosed legal encumbrances or easements affecting the service address, (ii) building/zoning code violations at the service address, or (iii) hidden or unforeseen hazardous conditions such as the presence of mold, asbestos, lead paint, or any other conditions not disclosed to us. Component Manufacturer's Warranty: The manufacturers of certain of the PV System's major components warrant their components against certain defects. We have provided you with copies of all manufacturer's warranties which govern your rights to seek a remedy from the respective manufacturer with respect to covered defects. Limited Warranty: You agree to contact us in writing, including by electronic mail or by certified mail, with any problems or issues with the installation as soon as possible, but in any event within thirty (30) days from the date you become aware of such problem. We will take reasonable measures to remedy or otherwise resolve the problem within thirty (30) days after we receive your notice. You agree and acknowledge that our limited warranty covers the installation only for a period of ten years. The limited warranty does not apply if: (1) you fail to notify us of the problem within thirty (30) days, or (2) it is reasonably determined, upon inspection, that any of the following conditions caused the need for service: (a) damage resulting from accidents, acts of God, alterations or misuse; (b) your failure to properly follow the operating instructions; (c) damage caused by animals; (d) alterations to your premises; or (e) alterations to the PV System made at your request, or made necessary by a change to your premises, damage to your premises; or any other cause beyond our control. The PV System includes a monitoring platform that allows us to remotely access performance information for the purpose of assessing the source of performance issues that need to be remediated. Additionally, we warrant that any penetrations of your roof used in the installation will not leak for a period of five (5) years. The limited roof penetrations warranty does not apply if: (1) you fail to notify us of the problem within thirty (30) days, or (2) it is reasonably determined, upon inspection, that any of the following conditions caused the need for service: (a) damage resulting from accidents, acts of God, alterations or misuse, (b) damage caused by animals; (c) alterations or damage to your premises; or (d) any other cause beyond our control. NO OTHER WARRANTIES: THE "LIMITED WARRANTY" RELATING TO OUR INSTALLATION OF THE PV SYSTEM OR "COMPONENT MANUFACTURER'S WARRANTY" RELATING TO THE VARIOUS COMPONENTS OF THE PV SYSTEM PROVIDED BY THE APPLICABLE MANUFACTURER, ARE THE WARRANTIES PROVIDED UNDER THIS AGREEMENT. WE MAKE NO GUARANTEE OR WARRANTY OF ANY KIND THAT EXTENDS BEYOND THE FACE OF THIS AGREEMENT, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE SERVICE PERFORMED OR THE SYSTEMS PROVIDED UNDER THIS AGREEMENT. LIMITATION OF DAMAGES: TO THE MAXIMUM EXTENT PERMITTED BY LAW, YOU AGREE TO RELEASE US FROM ALL LIABILITY TO YOU OR ANY OTHER PERSON FOR ANY INCIDENTAL, CONSEQUENTIAL OR PUNITIVE DAMAGES EXCEPT TO THE EXTENT SUCH DAMAGES ARE CAUSED BY OUR GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. Binding Nature: This agreement shall bind and inure to the benefit of the respective heirs, personal representatives, successors, and permitted assigns of each party. Entirety of Contract; Modification; Waiver: This agreement constitutes the complete agreement between you and us concerning the subject matter of this agreement and supersedes and cancels any and all prior communications, representations, and agreements between you and us, whether written or oral, with respect to the subject matter of this agreement. This agreement may not be amended or modified unless in writing and executed by you and us. The rights and remedies of both parties under this agreement are cumulative and not alternative. No waiver of any breach or failure to enforce or insist upon Document.24 FL Page 4 of 10 L/UUUJIty.I I CI IVCIUptj II . '4DNV I yr D-r / Ur"IUI J-OI V:)-MJUVOFUI VLZ,!The Authoritative Copy of this record is held at na2.docusign momentum L:� performance any of the provisions of this agreement by either party at any time will in any way affect, limit or waive such party's right to enforce and compel strict compliance with every provision of this agreement. Severability: The invalidity or unenforceability of any provision of this agreement shall not affect the validity or enforceability of any other provisions of this agreement, which shall remain in full force and effect. Assignment: Neither party may assign, transfer or delegate any or all of its rights or obligations under this agreement, without the prior written consent of the other party, which consent shall not be unreasonably withheld or delayed; provided, however, that (a) the contractor may assign this agreement to any of its affiliates or to a successor of all or substantially all of the contractor's assets through merger, reorganization, consolidation or acquisition and (b) such consent is not required for an assignment (absolute, collateral or otherwise), pledge of, or grant of a security interest in, a right to payment under this agreement by either party. Dispute Resolution: In the event of a dispute, both you and we have the right to have the dispute resolved in a court of law. In this dispute resolution provision, you and we are agreeing to limit that right. If you have any dispute with us or if we have any dispute with you, then both you and we must seek resolution of the dispute in either arbitration or small claims court. If your dispute cannot be resolved in small claims court for any reason, then you must seek resolution of your dispute in arbitration. The arbitration hearing will be held before a nationally recognized provider of arbitration services at a location of your choice within your home state. The rules of the arbitration provider will apply. This dispute resolution agreement does not alter any substantive rights that you may have understate or federal law. By signing below, you agree to comply with this dispute resolution provision, which describes both your and our only procedure for resolving any dispute. Only the arbitrator, not any federal, state, or local court or agency, has the authority to interpret this provision or determine its applicability or enforceability. If any provision of this dispute resolution provision is found to be unenforceable for any reason, such provision will be severed and the remainder of this dispute resolution provision will continue in full force and effect. You understand and accept that arbitration awards are subject to challenge only in limited circumstances. Document.24 FL Page 5 of 10 VUUUJ I II CI IVCI UPV IU. YD4V 1:7r D-rl Ur-4UI )-01 VU-mjJ. JrV I VG:7l - -- The Authoritative Copy of this record is held at na2.docusign v!) � momentum SOLAr Class Action Waiver: ARBITRATION MUST BE ON AN INDIVIDUAL BASIS. AS A RESULT, NEITHER YOU NOR MOMENTUM MAY JOIN OR CONSOLIDATE CLAIMS IN ARBITRATION BY OR AGAINST OTHER "CUSTOMERS", OR LITIGATE IN COURT OR ARBITRATE ANY CLAIMS AS A REPRESENTATIVE OR MEMBER OF A CLASS OR IN A PRIVATE ATTORNEY GENERAL CAPACITY. By initialing here, you agree to the terms of this paragraph: DS Customer Initials: Transfer of Title: The title of the equipment will pass to you upon the delivery of the equipment to your property, or any storage facility you designate. Until the equipment has been delivered and signed for by you or your agent, we retain the title for the equipment. Governing Law: This agreement shall be governed by and construed in all respects in accordance with the laws of the State of Florida as they apply to a contract entered into and performed in that state. Taxes: You acknowledge and understand that you are responsible for any and all taxes that arise under this agreement, including, but not limited to, sales and use taxes. You agree to execute any certificate or other applicable documents relating to sales or use tax exemptions to ensure that you or we, as applicable, may claim exemption from paying or collecting any sales or use tax that arises under this agreement. You agree to pay all applicable sales or use taxes if such taxes are determined to be due at any time before or after the termination or expiration of this agreement. Momentum Solar and its affiliates do not provide tax, legal or accounting advice. Any discussions between you and your sales representative regarding federal, state or local tax incentives or rebates ("Tax Incentives") has been for informational purposes only, and is not intended to provide, and should not be relied on for, tax, legal or accounting advice. Momentum Solar makes no representations, warranties, or assurances as to the accuracy, currency or completeness of the content of your discussion regarding Tax Incentives. You should consult your own tax, legal and accounting advisors regarding the applicability to you of any Tax Incentives. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND. PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, 2601 BLAIR STONE RD., TALLAHASSEE, FL 32399, (850) 487-1395. Document.24 FL Page 6 of 10 LJUUU'Dl II CI IVCIupt1 IL/. 'iD'+U I yr D-r / Vr-'+U1 0-01 Vu'Mu.7uJruI VLSI The Authoritative Copy of this record is held at na2.docusign 0 momenturr Acceptance and Authorization: By signing below, you authorize us to perform the installation. Except as set forth in this agreement, you agree there are no oral or written representations or inducements, expressed or implied, any way conditioning this agreement, and we expressly disclaim their existence. By signing this agreement, you acknowledge that you have read and understand this agreement or have had a competent legal representative explain its terms, and hereby accept this agreement in its entirety. You further acknowledge receiving a complete copy of this agreement. You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. Customer Signature: DOCUSignl!ed by: IU- or� 08/11/20 aba�mWates Date Pro Custom Solar LLC d/b/a Momentum Solar: August 6, 2020 Sung Lee Date Chief Financial Officer Document.24 FL Page 7 of 10 L/UUU,D1 II CI IVVIUpt1 IU.'RD'}U VrD-r IU F-4V 1 J-VI UU-ML)ZVV0FU I w4vt The Authoritative Copy of this record is held at na2.docusign . r momentum SOLAR Attachment 1 Mandatory Liability Insurance Obligation The Florida Public Service Commission, pursuant to Section 120.54, Florida Statutes, has adopted Rule 25-6.065, Florida Administrative Code, relating to interconnection and net metering of customer -owned renewable generation. Section (5)(e) requires that the owner of a Tier 2 renewable generation system have general liability insurance for personal and property damage of $1 million. A Tier 2 renewable generation system is one that is 11.76 kW (dc) or 10.0 kW(ac) or larger. Your local utility has interpreted this to mean that, in order to interconnect your solar generation system to the local utility grid (and for it to function and provide you with the electricity it generates), you will have to provide proof that you have $1 million of general liability, insurance as part of the application for interconnection with their system. By initialing here, you acknowledge that you understand the terms of this paragraph and the implications if you fail to provide and maintain proof of this insurance: DS ^Iv� Customer Initials: � ll Alternatively, an owner of a Tier 2 renewable generation system d ay self -insure this $1 million if it can demonstrate to the utility that the owner has sufficient financial means to cover a potential $1 million obligation. As part of the interconnection process, your local utility will let you know what information it needs from you to make this determination and the timeline for such determination. Failure to provide proof of such insurance or to obtain approval from the interconnecting utility to allow you to self -insure will result in a denial of your request to interconnect your system or, if interconnected, the termination of such interconnection. 'Without this interconnection, your system will not operate, you will not be able to offset any electricity used in your home and you will not be able to obtain any benefits of net metering any extra energy your system produces. By initialing here, you acknowledge that you understand the terms of this paragraph and the implications if you flail to provide either the proof of insurance or the local utility's approval to self -insure instead of providing this insurance: DS ^ n Customer Initials: Document.24 FL Page 10 of 10 CF : 20200462411 BOOK 32060 PAGE 225 NOTICE OF COMMENCEMENT DA :08/20/2020 12:29:13 PM A RECORDED COPY MUST BE POSTED ON TKE JOB SITE AT TIME OF FIRST INSPECTION HAFf EY RUVIN, CLERK OF COURT, MIA-DADE CTY PERMIT NO.. -_ _ _ TAX FOLIO NO. 11-213"08-0290 _- STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements 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. Space above reserved for use of recording office 1. Legal description of property and stneeVaddress: DUNNINGS_MIAMI SHORES EXT 4 PB 48-20 LOT 13 BL_K 2.05 LOT SIZE 75.000 X 122 OR 13296-2120 0587 1 137 NW 1 OB ST MIAMI SHORES,FL 3315n 2. Description of Improvement: Installation of photo voltaic solar panels on roof. 3. Owner(s) name and address: ESTERAN MOMS 137 NW 108 ST MIAMI,S`HORES. El 33150 Interest in property: RESIDENCIAL _ Name and address of fee simple tRleholder: _ 4. Contractor's name, address and phone number: - MOMENTUM SOLAR 6001 HIATUS RD SUITE #3 TAMARAC, FL 33321 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lenders name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number B. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (The woratlon date is 1 year from the date of rewiding unless a different date is speCl" 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 SffE 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. Signatures) of r wner(s)' Au razed fTicer/Director/Partner/Manager Prepared By Al fttle Prepared By Print Name _ _ Print Name _ Tltle/OfBoe _ Title/Office _ STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this 17 day of Alrguv 2t)2o BY E5=a.L1AQn1e:. Q'1-dnpl— D Individually, or ❑ as. for ❑ Personally known, or CR produced the following type of Identill I�_ 4, Signature of Notary Public: Print Name: _._ _.r•34,_:� t<:r1es,, _ _ (SEAL) �arr� CHRiSTINA FAIRLESS VERIFICATION PURSUANT TO SECTION 92 525 FLORIDA STATUTES rr' rk(, MY COMMISSION #GG975179 Under penalties of perjury, I declare that I have read the foregoing and EXPIRES: APR 01, 2024 that the facts stated In It are true, to the best of my knowledge and belief. Bonded through let State Inaurance Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Dlrector/Partner/Manager who signed above: By.- — -- By -- -- —. — 123 0-52 PACE $ $h2 8/17/2020 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 137 NW 106th st Suite CZ Back to Search Results PROPERTY INFORMATION Folio: 11-2136-008-0290 Sub -Division: DUNNINGS MIAMI SHORES EXT 4 Property Address 137 NW 106 ST Owner ESTEBAN MONTES BETANCOURT JOHANNA CAROLINA CABAL Mailing Address 137 NW 106 ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 https://www.miamidade.gov/Apps/PA/propertysearch/#/ 1/8 8/17/2020 Property Search Application - Miami -Dade County Actual Area 1,875 Sq.Ft Living Area 1,845 Sq.Ft Adjusted Area 1,757 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) Featured Online Tools Comparable Sales PA Additional Online Tools Glossary Property Record Cards https://www.miamidade.gov/Apps/PA/propertysearch/#/ 2/8 8/17/2020 Property Search Application - Miami -Dade County Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Special Taxing Districts and Other Non -Ad valorem Assessments Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2020 2019 2018 Land Value $206,472 $206,472 $196,886 Building Value $192,128 $194,500 $196,872 Extra Feature Value $2,770 $2,811 $2,852 Market Value $401,370 $403,783 $396,610 Assessed Value $400,973 $391,958 $384,650 TAXABLE VALUE INFORMATION 2020 2019 2018 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $350,973 $341,958 $334,650 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $375,973 $366,958 $359,650 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $350,973 $341,958 $334,650 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $350,973 $341,958 $334,650 BENEFITS INFORMATION Benefit Type 2020 2019 2018 Save Our Homes Cap Assessment Reduction $397 $11,825 $11,960 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 https://www.miamidade.gov/Apps/PA/propertysearch/#/ 3/8 8/17/2020 Property Search Application - Miami -Dade County Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 10 FULL LEGAL DESCRIPTION DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 13 BLK 205 LOT SIZE 75.000 X 122 OR 13296-2120 0587 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 Previous Owner 2 07/13/2020 $629,900 32013-1253 Qual by exam of deed MARIA A ANGELI SAMUEL A GUEVARA 07/08/2015 $510,000 29695-4148 Qual by exam of deed RJG REAL ESTATE LLC 04/01/2013 $223,000 28562-4044 Qual by exam of deed QI MANAGEMENT LLC 01/23/2013 $160,000 28460-3528 Not exposed to open -market; atypical motivation VIVIAN TOOKES 05/01/1987 $83,500 13296-2120 Sales which are qualified 09/01/1983 $74,000 11898-1903 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2020 2019 2018 LAND INFORMATION Land Use Muni Zone GENERAL R-14.25, R-15 4 BUILDING INFORMATION Building Number Sub Area 1 1 1 2 Current Building Sketches Available! PA Zone 0800 - SGL FAMILY - 1701-1900 SQ Year Built Actual Sq.Ft. 1949 1,571 1974 304 Unit Type Units Calc Value Front Ft. 75.00 $206,472 Living Sq.Ft. Adj Sq.Ft. Calc Value 1,541 1,453 $158,886 304 304 $33,242 https://www.miamidade.gov/Apps/PA/propertysearch/#/ 4/8 8/17/2020 EXTRA FEATURES Description Patio - Terrazzo, Pebble i Chain -link Fence 4-5 ft high ADDITIONAL INFORMATION Property Search Application - Miami -Dade County Year Built Units Calc Value 1996 350 $1,752 1972 185 $1,018 * The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R15 - Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Inland Navigation District PA Bulletin Board Special Taxing District and Other Non -Ad valorem Assessment School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 https://www.miamidade.gov/Apps/PA/propertysearch/#/ 5/8 � a COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Karnak Corporation 330 Central Avenue Clark, NJ 07066 AliFAROvt: D MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: Karnak Coatings and Cements LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-1117.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 1 of 9 ROOFING COMPONENT APPROVAL Catmory: Roofing Sub-Catmory: Cements and Coatings Materials: Asphalt SCOPE: This approves Karnak Coatings and Cements, for use on existing roof assemblies, as manufactured by Karnak Corporation, as described in this Notice of Acceptance, designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. EVIDENCE SUBMITTED: Test A2ency Test Identifier Test Name/Report Date Underwriter Laboratories, Inc. R12199 UL 790 07/20/07 PRI Construction Materials KAR-021-02-01 ASTM D 4586 07/24/08 Technologies KAR-033-02-01 ASTM D 4586 02/09/12 KAR-034-02-01 ASTM D 4586 02/09/12 KAR-035-02-01 ASTM D 4586 02/09/12 KAR-036-02-01 ASTM D 4586 02/09/12 KAR-037-02-01 ASTM D 4586 02/09/12 KAR-038-02-01 ASTM D 4586 02/09/12 KAR-039-02-01 ASTM D 3019 02/15/12 KAR-040-02-01 ASTM D 4479 02/15/12 KAR-041-02-01 ASTM D 4479 02/15/12 KAR-042-02-01 ASTM D 1227 02/15/12 KAR-046-02-01 ASTM D 1227 02/15/12 KAR-048-02-01 ASTM D 1227 02/15/12 KAR-049-02-01 ASTM D 3019 02/15/12 KAR-050-02-01 ASTM D 3019 02/15/12 KAR-051-02-01 ASTM D 3019 02/15/12 KAR-052-02-01 ASTM D 3019 02/15/12 KAR-055-02-01 ASTM D 2824 04/18/12 KAR-057-02-01 ASTM D 4479 05/02/12 KAR-058-02-01 ASTM D 4586 05/02/12 KAR-070-02-01 ASTM D 4479 05/28/13 KAR-072-02-01 ASTM D 41 05/28/13 KAR-073-02-01 ASTM D 2824 08/08/13 KAR-076-02-01 ASTM D 5895 11/06/13 KAR-077-02-01 ASTM D 2824 08/21/14 MANUFACTURING LOCATIONS: 1. Clark, NJ 2. Ft. Lauderdale, FL INSTALLATION: Karnak Roof Cements and Coating shall be applied in accordance with manufacturer's Product Data Sheet. For use in roof system approvals, refer to the specific Roofing System's, Product Control Notice of Acceptance for the proper application specifications. NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 2 of 9 PHYSICAL PROPERTIES OF COMPONENTS Tradename: (#16 AF) Double Coverage Cement Application Rate: This material is applied by brush, broom or squeegee at an approximate rate of 2 to 3 gal./sq.ft. Specifications: ASTM D 3019 type III Description: An asbestos free blend of selected asphalts, mineral fillers and refined solvents. For use as lap cement, rolled adhesive, blind nailing cement slab insulation adhesive. Container size: 1, 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#18 AF) Perfect Seal and (#13) Plastic Cement Application Rate: This material is applied by trowel and spread to an average thickness of 1/8", approximately 8 gal./sq. Specifications: ASTM D 4586 type I Description: A general purpose plastic cement for repairing leaks in shingles, concrete, metal or asphalt roofs. Container Size: 1, 3, 5 gallons and 10.3 oz. tube. Notice all precautions on container. Manufacturing Location #2 Tradename: (#19 AF) Flashing Cement Application Rate: This material is applied by trowel spread to an average thicknes of 1 /8", approximately 8 gal./sq. Specifications: ASTM D D 4586 type I Description: An asbestos free, general purpose flashing cement for repairing leaks in shingles, concrete, metal or aspahlt roofs. Container Size: 1, 3, 5 gallons and 10.3 oz. tube. Notice all precautions on container. Manufacturing Location #2 Tradename: (#19 Ultra) Flashing Cement Appplication Rate: This material is applied by trowel to an average thickness of 1/8", approximately 8 gal./sq.ft. Specifications: ASTM D 4586 type I Description: Rubber reinforced asbesto-free, wet/dry flashing cement for repairing of leaks in shingles, concrete, metal or asphalt roofs, flashings on walls, chimneys, flues skylight flashings, downspouts and cornices. Container Sizes: 1, 3, 5 gallons and 10.3 oz. tube. Notice all precautions on container. Manufacturing Location #2 NOA No.: 18-0912.09 MAMM ADECOUNTY Expiration Date: 09/13/21 • Approval Date: 11/08/18 Page 3 of 9 Tradename: (#66) & (#29 Perfectseal) Modified Bitumen Adhesive (Brush and Trowel) Application Rate: This material is applied by squeegee, roller, brush or trowel at a rate of 1 gal./100 sq.ft. On porous or irregular surfaces consult manufacturer for application rates. Specifictions: ASTM D 3019 type III and ASTM D 3409 Description: A cold applied, SBS polymer modified asphalt ashesive. Used to make repairs on existing modified application and flashing on vertical surfaces and to adhere SBS modified bitumen membranes. Container Size: 5, 55 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#71 AF) Fibrated Roof Coating Application Rate: This material is applied by brush, broom or squeegee at an approximate rate of 4 gal./sq.ft. Specifictions: ASTM D 4479 type I Description: An asbestos free, fibrated, roof coating consisting of selected asphalts, mineral fibers and mineral spirits. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#78 AF) Cold Process Cement Application Rate: Applied by brush at a rate of 2 gal./I00sq.ft. Specifictions: ASTM D 3019 type III and D 4479 type I Description: An asbestos free, multi -purpose asphalt cement. For use as a nail or lap cement with prepared rolled roofing. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#81 AF) Modified Bitumen Adhesive (Brush Grade) Application Rate: This material is applied by brush at an approximate rate of 1 gald I 00sq.ft. On porous or irregular surfaces, consult manufacturer for application rates. Specifictions: ASTM D3019 type III Description: A cold applied, SBS polymer modified asphalt.adhesive. Used to adhere SBS modified bitumen membranes, base and ply sheets, BUR ply sheets or fully granulated cap sheets. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 4 of 9 Tradename: (#81 AF) Modified Bitumen Adhesive (Trowel Grade) Application Rate: This material is applied by trowel at an approximate rate of 1 gal./ I 00sq.ft. On porous or irregular surfaces, consult manufacturer for application rates. Specifictions: ASTM D3019 type III Description: A cold applied, SBS polymer modified asphalt adhesive. Used to make repairs on existing modified applications and flashings on vertical surfaces. Container Size: 5 gallons and 10.3 oz. tube. Note all precautions on container. Manufacturing Location #2 Tradename: (#83 AF) Fibrated Dampproofing Application Rate: This material is applied by brush, spray or roller at an approximate rate of 4 gal./100sq.ft. Specifictions: ASTM D 4479 Type I Description: An asbestos free, cold applied, multi -purpose, dampproofing compound designed to dampproof masonry and concrete exterior surfaces below grade and interior surfaces above grade. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#86 AF) Fibrated Trowel Mastic Application Rate: Applied with a trowel at an approximate rate of 5 to 6 gal./100sq.ft. Specifictions: ASTM D 4586 type I Description: A protective coating for exterior masonry walls below grade. For use as a dampproofing for retaining walls, bridge abutments and steel panels. Also used for coating of interior faces of exterior masonry walls above grade, and stone, brick or concrete. For use as a waterproofing when used in a multi -membrane application. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #2 Tradename: (#89) Sta-Tack Primer Application Rate: Applied by brush, roller or hand sprayer at a rate of 1 gallon per 500 square feet. Specifictions: ASTM D 41 Description: A waterbased polymer modified primer for self -adhering membranes. Suitable for use over asphalt, wood, plywood, gypsum board and concrete surfaces Container Size: 1 and 5 gallon pails. Manufacturing Location #1 NOA No.: 18-0912.09 MIAMFDADECOUNTY Expiration Date: 09/13/21 "' • Approval Date: 11/08/18 Page 5 of 9 Tradename: (#97 AF) & (Perfectseal #27 AF) Fibrated Aluminum Roof Coating Application Rate: Applied by brush, squeegee, roller or spray at an approximate rate of 1 to 1 '/z gal/ 100sq. ft. Specifictions: ASTM D 2824 Type III Description: An asbestos free fibrated aluminum roof coating consisting of asphalts, pigment flakes of aluminum, solvents and reinforcing fibers. For use on modified bitumen membranes, metal corrugated decks and steep asphalt which has aged for 90 days. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#98AF) Fibrated Aluminum Roof Coating Application Rate: Applied by brush, roller or spray at an approximate rate of 1 to 1 '/z gal/ 100sq. ft. Specifictions: ASTM D 2824 Type III Description: An asbestos free fibrated aluminum roof coating consisting of asphalts, pigment flakes of aluminum, solvents and reinforcing fibers. For use on modified bitumen membranes, metal corrugated decks and steep asphalt which has aged for 180 days. Container Size: 5 and 55gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#100) Non-Fibrated Emulsion Application Rate: Applied by brush, roller or spray at an approximate rate of 2 to 3 gal/ 100sq. ft. Specifictions: ASTM D 1227 type 111, Class I Description: A general purpose non-fibrated emulsion roof coating. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#108) Primer & (#112) Foundation & Roof Coating Application Rate: Applied by brush or spray at an approximate rate of 1 to 2 gal/ 100sq. ft. Specifictions: ASTM D-41 Description: A general purpose asphalt primer. For use in the preperation of all types of surfaces previous to the application of hot or cold asphalt coatings. Used to coat all types of flat asphalt roof surfaces and to dampproof concrete, concrete block and masonary surfaces. Container Size: 5, 55 and 275 gallons and 14 oz. spray can. Notice all precautions on container. Manufacturing Location #1 NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 6 of 9 Tradename: (#155 AF) Amphibikote Application Rate: Applied by trowel to an average thickness of 1/8", approximately 8 gal/100sq. ft. Specifictions: ASTM D 4586 type I Description: Asbestos free, cold process, trowel applied emergency roof cement. For use in repairing leaks in asphalt and built-up roofs, flashing on walls, chimneys, skylights and vents, down -spouts and gutters. Container Size: 5 gallons and 10.3 oz. tube. Notice all precautions on container. Manufacturing Location #2 Tradename: (#169) & (Perfectseal #28 NF) Non-Fibrated Aluminum Coating Application Rate: Applied by brush, roller or spray at an approximate rate of 1 gal/200sq. ft. Specifictions: ASTM D 2824 type I Description: A non-fibrated aluminum roof coating consisting of asphalt, solvents and fine aluminum flakes. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#198 AF) Asphalt Resaturant Application Rate: Apply by brush or spray at an approximate rate of 7 to 8 gal/100sq. ft. Specifictions: ASTM D 4479 type I Description: A blend of asphalt, mineral fillers and penetrating oils. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#220 AF) Fibered Emulsion Application Rate: Apply by brush or spray at an approximate rate of 4 gal/100sq.ft. Specifictions: ASTM D 1227 type II Class I Description: An asbestos free emulsion roof coating manufactured with refined asphalt, bentonite clay, emulsifiers and fibers. Container Size: 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 7 of 9 Tradename: (#229) AR Elastomeric Trowel Grade Application Rate: Applied by trowel at an approximate rate of 2 to 4 gal/100sq. ft. Specifictions: ASTM D 4586 Description: An SBS rubber reinforced asphalt which forms an elastomeric roof coating. For use as a flashing, edging, expansion joints, pitch pockets and other areas where extreme movement is anticipated. Container Size: 3, 5, and 55 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#229) AR Elastomeric Brush Grade Application Rate: Applied by brush, spray, squeegee or roller at an approximate rate of 2 to 4 gal/100sq. ft. Specifictions: ASTM D 4479 type 1 Description: An SBS rubber reinforced asphalt which forms an elastomeric roof coating. For use as a roof coating on BUR, metal or granulated roofing. Container Size: 3, 5, 55, and 275 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#920) Fibrated Emulsions Mastic Application Rate: Applied by trowel at an approximate rate of 4 to 6 gal/100sq. ft. Specifictions: ASTM D 1227 type IV Description: A protective coating manufactured with refined asphalt, emulsifiers, non -asbestos fibers and organic clay fillers. For use against dampness on interior above grade, and exterior surfaces of concrete, metal and wood above or below grade. Container Size: 5, 55 gallons. Note all precautions on container. Manufacturing Location #1 Tradename: (#15) MUCK Application Rate: This material is applied by trowel and spread to an average thickness of 1/8", approximately 8 gal/sq. Specifictions: ASTM D 4586 type I Description: A general purpose flashing cement for repairing in shingles, concrete, metal or asphalt roofs. Container Size: 3, 5 gallons. Note all precautions on container. Manufacturing Location #2 NOA No.: 18-0912.09 MIAMNaADE COUNTY Expiration Date: 09/13/21 �&'uuaerjm Approval Date: 11/08/18 Page 8 of 9 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this products. 2. Karnak Coatings and Cements shall not be applied in inclement weather conditions. 3. The products listed herein are components of roof assemblies and are approved for use with roof assemblies that list the products listed herein as part of their Roof Assembly Notice of Acceptance 4. All products listed herein shall have an unannounced follow-up quality control program from an approved listing agency. Follow up test result shall be made available to Miami -Dade Product Control upon request. 5. Change in materials, use or manufacture of any of the products listed herein shall be cause for termination of this Notice of Acceptance. 6. These roof coatings shall not be applied over, prepared roofing; i.e., fibercement shingles, quarry slate, cement or clay roof tile, metal shingles, wood shingles or shakes. 7. Karnak Roof Cements and Coatings shall be used as components within approved roofing systems in accordance with applicable building code. Karnak Coatings and Cements are not approved to be used as repair or recover roof systems. 8. All approved products listed herein shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 9. All products listed herein shall have an unannounced follow-up quality control program from an approved listing agency, and shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. Follow up test results shall be made available to Miami -Dade Product Control upon request. END OF THIS ACCEPTANCE NOA No.: 18-0912.09 Expiration Date: 09/13/21 Approval Date: 11/08/18 Page 9 of 9 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign@comcast.net August 13, 2020 Re: Proposed Photovoltaic Solar Panel Installation Esteban Montes 137 NW 106TH ST Miami Shores, FL 33150 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 14'-1" with a top chord length of 164" with intermediate supports at 1/3rd points, making the effective longest span equals 5'-6" with 1/2" plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Type: Tile Fastener Max Spacing (in.) Attachment System: "SnapNrack" "Ultra Rail" ® Wind Zone 1 Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 3-1/2" long stainless -steel lags with a 72 48 0 min. embedment of 2-1/2" into the rafters. 3. Solar Modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2017 Florida Building Code - Residential Sixth Edition, ASCE-7-10, 2017 Florida Building Code — Energy Conservation, Sixth Edition, 2014 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your earliest convenience. Thank you. Daniel W. Dunzik, RA. LEED-AP FL. Lic. No. AR98795 APw • : OPN\�L W. Du/k '9 t AR98795 �V FEED ARG Digitally signed by: Daniel W Dunzik DN: CN = Daniel W Dunzik C = US O = Daniel Dunzik Architect OU = A01410C00000170DO7144 B3000ODD10 Date: 2020.08.13 17:51:19 - 05'00' Daniel W. Dunzik 370 Burnt Hill Rd. Skillman NJ. 08558 StudioGdesign @comcast.net Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-10 Dead Loads = 15 psf + 2.6 psf (new solar panels) = 17.6 psf Roof Live Load = 20 psf Ground Snow Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-10, Ch. 30 method 1 Using an area of 10 SF, wind loads from Figure 30.5-1: Zone 1 = -61.1 psf Roof Slope = 23 degrees Zone 2 = -106.5 psf Basic Wind Speed = 175 mph Zone 3 = -157.4 psf Exposure = C Per section 2.4.1, ASD combo = D + 0.6W: Zone 1 = 2.6 psf + 0.6(-61.1 psf) _ -34.1 psf Zone 2 = 2.6 psf+ 0.6(-106.5 psf) _ -61.3 psf Zone 3 = 2.6 psf+ 0.6(-157.4 psf) _ -91.8 psf Architect LEED-AP 908-872-3664 August 13, 2020 Roof Mean Height = 15 ft Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone 1 = 72" o.c. max Zone 1 = (72" o.c. max)^2 / 144 = 36 SF Zone 2 = 48" o.c. max Zone 2 = (48" o.c. max)^2 / 144 = 16 SF Zone 3 = 0" o.c. max Zone 3 = (0" o.c. max)/2 / 144 = 0 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone 1 = 34.1 psf x 36 SF = 1228 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 61.3 psf x 16 SF = 981 lb < W', OK Ct = 1 (Table 2.3.3, 2015 NDS) Zone 3 = 91.8 psf x 0 SF = 0 lb < W', OK W' = W x embed x Cd x Ct W' = 266 lb/in x 3 in. xl.6 x 1 = 1276.8 lb FZ. structural ENGINEERS April 12, 2018 SnapNrack 775 Fiero Lane, Ste. 200 San Luis Obispo, CA 93401 TEL: (877) 732-2860 Attn.: SnapNrack - Engineering Department Subject: Report # 2017-03227.03 — Engineering Certification and Span Tables for the SnapNrack Ultra Rail Flush -Mount Solar Photovoltaic Racking System PZSE, Inc. — Structural Engineers has reviewed the SnapNrack Ultra Rail Flush -Mount Racking System, a proprietary mounting system intended for rooftop installation of solar photovoltaic (PV) panels, and has provided the attached span tables. This review included the complete system including the 6005-T5 aluminum rail, attachment devices, splice elements, and PV Panels. All information, data, and analysis contained within are based on, and comply with, the following building codes and typical specifications: Building Codes: 1. ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 2. 2015 International Building Code, by International Code Council, Inc. 3. 2015 International Residential Code, by International Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 6. ANSI/AWC NDS-2015, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category II; Seismic Design Category = A - E Wind Loads: Basic Wind Speed (ultimate) per ASCE 7-10 = 110 mph to 190 mph. Includes roof pitches from 0° to 90% up to 60 feet mean roof height, and exposure categories B, C, & D. Parapets, roof overhangs, and topographic wind speed adjustment have not been considered. See Appendix A for conversion to Service -level wind speeds per ASCE 7-05. Snow Loads: Ground Snow Load = 0 to 120 (psf). Spans are based on the sloped roof snow load (Ps) corresponding to each ground snow load. See Appendix B to adjust span tables for non -reducible snow loads. PV Modules: All solar PV modules with metal frames. Modules up to 5'-6" long (66 inches long) are referred to as "60-Cell", and modules up to 6'-6" long (78 inches long) are referred to as "72-Cell". Length is measured perpendicular to the rail, regardless of panel orientation. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. —Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 1/106 ly/. structural ENGINEERS Table of Contents Item.................................................................................................................................................... Page # Description and Limitations of the Ultra Rail Flush -Mount System........................................................................................ 3 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 1 ................................................................. 6 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 2 ............................................................... 12 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 3 ...............................................................18 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 4 ............................................................... 24 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 5 ............................................................... 30 Span Tables for Ultra Rail Flush -Mount, 60-Cell Modules with Attachment Bin 6 ............................................................... 36 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 1 ...............................................................42 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 2 ...............................................................48 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 3 ............................................................... 54 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 4 ............................................................... 60 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 5 ............................................................... 66 Span Tables for Ultra Rail Flush -Mount, 72-Cell Modules with Attachment Bin 6 ............................................................... 72 Appendix A: ASCE 7-10 to ASCE 7-05 Wind Conversion....................................................................................................... 78 AppendixB: Snow Load Conversion..................................................................................................................................... 79 AppendixC: Structural Details.............................................................................................................................................. 80 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 2/106 structural ENGINEERS Flush -Mount System Geometry Limitations: Flush -Mounted PV modules are designed per the Components and Cladding provisions of ASCE 7. Flush -Mounted PV modules shall be oriented parallel to the plane of the roof surface, and shall be located between 2" to 10" clear from the surface of the roof to the PV module. The maximum cantilever length of the rail is L/3, where "L" is the maximum rail span after adjustments, provided there is at least 1 module length between maximum cantilevers. The modules shall be centered between the rails with consideration of industry standard tolerance. Installations utilizing the Tile Replacement or Tile Hook attachment devices are permitted to have panels offset from the centerline of the rails. Components and Cladding Roof Zones: The Edge Zones of the roof shall be determined based on the building's dimensions. The Edge Zone, "a", is the smaller of 10% of the least horizontal dimension, or 40% of the building height, and "a" shall not be taken as less than 3 feet (ASCE 7-10 figures 30.4-1 & 30.4-2). For buildings exceeding a least horizontal dimension of 60 feet, further analysis may be required to determine proper Edge Zones. Edge and Corner Zone spacings (Zone 2 & 3, respectively) apply only to mounts located in those Zones, not to all the mounts supporting the module. For the 45-90 degree roof pitch range, mount spacings shall be determined utilizing roof zones 1, 2, & 3. CORNER ZC SEE DETAI MOUNT LOC 0 2 J_ Z M W W RIDGE O z 0 _J J m J Q H Z GABLE N_ Z 0 U) a w J a = 0.1 x (LHD) OR MINIMUM OF N-0" Figure 1: Roof Edge and Corner Zones HIP :NFR 70NF SEE DETAIL FOR MOUNT LOCATION 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916961.3960 916961.3965 www.pzse.com 3/106 structural ENGINEERS Attachment to Roof: The attached span tables include consideration of the attachment device capacity, based on UL 2703 load testing performed by SnapNrack. Tested load values are developed with 5/16" 0 lag screws with an effective embedment of 2- 1/2" into a Douglas Fir substrate, with a reference withdrawal (uplift or pullout) load capacity of 532 lb, and a reference shear (side or lateral) load capacity of 270 lb for resisting short-term wind or seismic loads. Reference values are the base values, before any adjustment is made per the NDS. Installations into alternate substrates or which use alternate fasteners shall be permitted; provided that the fastener has tested or code -derived allowable load capacities, and meets one of the following two criteria: A) The allowable load values for the alternate fastener shall meet or exceed the allowable values noted above for the 5/16" 0 lag screws in Douglas Fir; or B) the span length identified in the "span tables" shall be reduced according to the more restrictive of the following two formulas: Rail Span = Table Span * Alternate Reference Withdrawl Capacity 532 lb Or Rail Span =Table Span * Alternate Reference Shear Capacity 270 lb These formulas shall not be used to increase the allowable span beyond the spans listed in the span tables. Attachment Devices: The span tables have been grouped into 6 separate sets of attachment devices called "Bins", which are presented below. To use this table, find the attachment device to be used in the list below, then read across to determine which bin the attachment is in. The spans may then be determined from the table with the corresponding Bin number. Structural details for the system and attachments may be found in Appendix C. Note: Side load direction is parallel to rafter. Maximum Reaction Loads Attachment Device Name: Bin No. Down Up Side Standard Base Seam Clamp with L-Foot 1 235 235 212 Wide Base Seam Clamp with L-Foot Universal Tile Hook Flat Tile Hook 2 394 318 417 Hanger Bolt Clamp Flashed L-Foot (92 Deg) 3 1469 309 251 Tile Replacement 4 1333 445 93 All Purpose L-Foot (90 Deg) Umbrella Comp Kit Corrugated Straddle Block with L Foot Metal Roof Base with L-Foot 5 788 405 236 Metal Roof Base with 7in Standoff 5-1/2in Standoff on 4-Hole Base 7in HD Standoff on 6-Hole Base 5-1/2in, 7in, or 8-1/2" Standoff on 1-Hole Base 8-1/2in Standoff on 4-Hole Base 6 788 445 163 Table 1: Allowable load Capacities of SnapNrack Flush -Mount Attachment Devices. 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 4/106 structural ENGINEERS Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: • Evaluate whether these tables are applicable to the project, and Understand and determine the appropriate values for all input parameters of these tables. This letter certifies that the SnapNrack Ultra Rail Flush -Mount Racking System, when installed according to the limitations of this letter and the attached span tables, is in compliance with the above codes and loading criteria. This certification excludes evaluation of the building structure to support the loads imposed on the building by the array; including, but not limited to: strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. This requires additional knowledge of the building and is outside the scope of the certification of this racking system. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. —Structural Engineers Roseville, CA 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www,pzse.com 5/106 Industry leading Wire Management Solutions K� An install experience unlike any other 7INFO Mounts available for all roof types 14. Compatible with all Series 100 Module Clamps & Accessories ■ The Entire System is a Snap to Install • New Ultra Rail Mounts include snap -in brackets for attaching rail • Compatible with all the SnapNrack Mid Clamps and End Clamps customers love • Universal End Clamps and snap -in End Caps provide a clean look to the array edge Unparalleled Wire Management • Open rail channel provides room for running wires resulting in a long-lasting quality install • Industry best wire management offering includes Junction Boxes, Universal Wire Clamps, MLPE Attachment Kits, and Conduit Clamps • System is fully bonded and listed to UL 2703 Standard The Largest Span Capabilities of any Light Rail Solution This table was prepared in compliance with applicable engineering codes and standards. Values are based on the following: • ASCE 7-10 • Chapter 30 Wind Loads & Chapter 7 Snow Loads • Roof Slope: 7 - 27 deg • Roof Height: 0 - 30 ft • Exposure: B • Roof Zone: 1 • Module Orientation: Portrait • Roof Type: Comp Visit SnapNrack.com for detailed span tables and certifications. System Span Key ..ns,■ . i I Rail Spans (inches) SnapNrack Ultra Rail Flush -Mount 60-Cell with Bin 4 C&C Zone I Zone 2 Zone 3 1 'round Wind Speed (mph) ,Snow Load SNAPNRACK TILE REPLACEMENT. TYP. 1'/4" 0 EXTRUDED' ALUMINUM STANDOFF, LENGTH VARIES FLAT TILE 6/16" 0-18 X 11/4" REPLACEMENT S.S. FLANGE BOLT i W TILE REPLACEMENT SNAPNRACK UR-40 RAIL, T 6/6" 0-18 S.S. THREADED STUD SNAPNRACK 6" TRAVEL TILE BASE -s�6" 0 X 3%" S.S. LAG SCREW AND S.S. WASHER, TYP. 4'/a" FOR S-TILE PROFILE SHOWN, 3%8" FOR W TILE PROFILE - APPLY SEALANT AROUND BOTH 23/4" FOR FLAT TILE PROFILE HOLES BETWEEN ROOF AND BASE PLYWOOD DECKING AND UNDERLAYMENT. TYP. 26" MIN EMBEDMENT INTO RAFTER OR OTHER STRUCTURAL ROOF MEMBER RAFTER OR OTHER STRUCTURAL ROOF MEMBER, TYP. SECTION VIEW VISION: 11130/2017_ NEW DETAIL MA APPLY FLEXIBLE FLASHING AS SPECIFIED (RACK ULTRA FOOT IBLY, REFER TO "UR40-D04" FLEXIBLE FLASHINGS COVER UP -SLOPE LAG, TYP. �r SnapN ck- �� Sunrin South LLC ,s° ^"" „�„E„ss;s o ;a,"--- °"° ^ NIIIIITII "°°°" "' ° '" DESIGNER: D.Ryan DRAFTER: M.Affentranger APPROVED BY: G.MCPheetef5 SCALE: DNS PART NUMBER: UR40 PEN D03 DESCRIPTION: UR-40 PENETRATION DETAIL, TILE REPLACEMENT REV A 93/S06 DATE: 11/30/2017 Snag raCkM Daniel W. Dunzik RA. LEED-AP 370 Burnt Hill Road Skillman, NJ. 08558 P:: 908-872-3664 Re: SnapNrack Ultra Rail Flashing Dear Mr. Dunzik, 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 www.SnaQNrack.com In response to your request to provide written confirmation that the SnapNrack flashing for the Ultra Rail racking system is in compliance with the FLB Code, it appears that the 20 ga., 8.75 in. x 11.75 in. aluminum flashing for the 5/16" lag screw fasteners (see attached Technical Data Sheet) is in compliance with the RAS 111 Standard of the 2017 Florida Building Code, Sixth Edition, and meets the criteria set forth in Table 2. Should anyone have additional questions or require further information, please feel free to contact me. Best Regards, Kevin Hooper Application Engineer SnapNrack Work: 805-540-5479 email: khooper@snapnrack.com 0 in®1�1 nfUi71 PES( Q:P!TI('N IPA N BY DESCRIPTI01,! QRAVIM BY SOLAR JUNCTION BOX XL FOR RAIL mwatkins JUNCTION BOX XL FOR RAIL mwatkins REVISION: REVIS10Nc PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR PART NUNMER(S) 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ A (732)902-6224 MOMENTUMSOLAR.COM 242-921 20 PROFESSIONAL ENGINEERING ttl PARTS 1I51' ITEM QTY DESCPJPTION 1 1 SNAPNRACK, )UNCTION BOX XL (BARE) 2 2 S"APIJRACK, ) BOX RAIL BRACKET 3 1 BOLT, FLANGED HEX, 5/161N•16 X 1-1/4IN, SS 44 1 S"APNRACK CHANNEL NUT 51161N-18 MATERIALS: POLYCARBONATE, CLOSED CELL FOAM, ALUMINUM, STAINLESS STEEL DESIGN LOAD (LBS): N/A ULTIMATE LOAD (L65): N/A TORQUE SPECIFICATION: 5 (CHANNEL NUT), 3 (LID) LB -FT CERTIFICATION: UL50/UL50E, NEMA 4X RATING WEIGHT (LBS): 3.30 h �I YN _ 6 ` * : f` Flo P 867 O STATE OF (� 4, r tj l ..0L3 0A i�� ' •�tORIDP`.•'` 10.11 -• 9.86 //�Ss��AL Ii1►1► ,�,�' ^• 10.66 *y i 10.11 3.79 5.00 ALL DIMENSIONS IN INCHES APi-RO, { �► 10.37 4.07 ► j F+ 100 50 1.19 SOLAR CONTRACTOR CAMERON CHRISIENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57U36 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) S80-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350NlC-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PROJECT INFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: JUNCTION BOX SPECIFICATION) OVERVIEW OF THE SNAPMRAD( ULTRA RAIL .- SNAPNRAOK, ADYRSTABLE END CLAMP, BW' REVISION: S NAPNRAC%UR-W RAIL AND SPLICE DETAILS SYSTEM WSTALI®M ON A TYPICAL ROOF $ElF TO MATCH ADDUCE NESG_ - SELECT U2' MODULE SPACING L - "�- SNAPNRAM MID CUWP. —_ = RELISH ro SNAPNRACK INSTALLATION MMAJAL FOR REFER TO SPECIRC'ASTADiMFM DETAIL- FDA DETAILS ON ATTACHING AND WATERPROOFING THE VARIOUS SELECT TO MATCH `, MODULE NETGMT ..-PV "IODLRE. TIP. - - 5116- ON. HARDWARE TORQUE SPECIFICATIONS SMAPNRACK ROOFATTACHMENTPRODUCTS `--PV SNAyARAO( l0.iRA PAIL -.,.,- PV MODULE ._ FRAME, 7YP. ERE ALONG RAIL SPAN BETWEEN TWO ROOF ATTACHMENTS REFER TO S wFIC'COMPONENT OETAR• FOR DETAILS ON VARIOUS SNAPNRACK MODULE, T9. -SNAPNRM%. UNNERSAL END CLAMP, NOT APPROVED - RAIL OVERHANGS I ;AMTIUVXRS ACCESSARY AM COMPONENT PRODUCTS '-SNAPHRUX ULTRA RAM MO0111E HEIGHT AGNOSTIC AND HIDDEN BENEATH MODULES BOTH ME SNARIRACK UNO�tSP3. END DETAIL A: DETAIL B: DETAIL C: `-SNAPMAM ULTRA AAK CLAMP AND SNAPNAAOC ADJUSTABLE END CLAMP CAN BE USED ON END MODULES SNAPNRACK, ADJUSTABLE END CLAMP SNAPNRACK, MID CLAMP SNAPNRAIX, UNIVERSAL END CLAMP MODULES MAY BE CLAMPED ON SHORT OR PY MODULE, TYP. LONG SLOE PER MOUE MANUFACTURER .RI:QUOAEt�liS RAILS MAY BE MOUNTED UPIDOWN OR `. ACROSS THE SLOPE OF THE ROOF �'-SNMNRAi ULTRA RAIL REFS! TO SNAPNRACK INSTALLATION - -. 'RAIL END OVE KANW ^' --.. -'RAIL SPAN' DISTANCE BETWEEI _~ MANUAL FOR 5115' DIA. HARDWARE TORQUE DISTANCE FROM RAIL. END CARERS OF TWO ROOF ATTACHMENTS SNAPNRAO( ROOF AT7AC1tl4ENT, SPEOFSCAITDNS _ TO OUTER ROOF ATTACHMENT CENTER. �` VARIES WITH ROOF TYPE NOT TO EJ(CEED 34% OF ALLOWABLE SPAN �-STRUCTUPAL MEMBER -SNNAPNRAM MID CLAMP. SNAPNRACK, CLAM . SELECT 70 -. .�_--- / SELECT TO MATCH -MULE HEIGHT 'MODULE OVERKANW MATCH NODULE HEDG/fT i„'!- �' SNNMBAOC ULTRA RAIL DISTANCE FROM BAD- SIDE MODULE LE LENGTH EH OR P/ MODULE TYP. -.. ----a '^- ,_� -� NOT LE IXCFffi 759E OF MDW k MENDATI OR �y MODULE MANUFACTURER RECOMMENDATIONS f e � THERMAL EXPANSION GAP 318' - S/9' ,- SNMNNA(X UR-60 SPLICE SNAPNRAM UR-60 RAIL ' SNAPMLAM LR-60 RAIL FASTENS TD ROOF ATTACHMENTS VIA THE'SNAPNRACX, ULTRA RAP. MOUNTING HARDWARE SNAM ADC, ULTRA SNA[MNRAF'IC I IR-fill GPI Tf'F TNGTAI I Fn TnP AWL SPRING AND SPRING CAGE. OPTIONAL 5/I6. OlA-U BAT. 5,S. LENGTH VARIES Sl16' ODL-18 x 314- TORQUE ALL FASTENERS -0 SHAPNRAO(, ULTRA J THE SPEC'FTTD VAlUE6 PRI00. RA2 MOUNT, TAPPED TO 94STALL Mf. PV MDOLIES SNAPNRACK UR-60 SNYAMCRAM ULTRA -' `ShAPNRACK ROW RAIL MOUNT, THRU ATFAOHFM, VAIP 5 SNAPNRACK, ULTRA RAIL MOUNTING HARDWARE 04UNG F N/A �R3EpV/I�SZ�Mq�RFT.a r T(J]N AA9 GK mL3A - -... 1 7 - - SNAPNRACK,R 60 SPLICE INSTALLED,ROUT SNAPNRAQI, SPLICE, SfifVE ua 60' - -- . - -_ .! _- tlNA�MAN BALL -�'.�••. -.. ENDOW.OP OPTIONAL Eno w. (TPTJDFAL �10 `-:uQ•'i ROOTING MATERIAL f 2U4" :ItM" - CV1v SHINGLE SHOWN. TYP. , ROOF SHEATHING AND - i 1 ///\QQg gJr LNDEUAYMENT MATERIAL, TYP. .� ST jC7UN1 MEMBER i' SNAPNRACK ROOF AFT VARES WITH . i T *ATTACH, WnooI N RAFTER SNO WK TYv. TM RED ro SPECIFIC *ATTACHMENT oE7Aa 1 SNAPNRACK, UR 60 SPLICE, EXPLODED UR�O RAIL � UR-60 RAIL FOR ATTACHMENTR WATERPROOFING DETAILS SNAPNRACK UR 60 SPLICE SNAPNRACK UR 60 RAIL oa lsEWTMSHAMRA«uTRASERIEswLs 5�� \�I; �(�. `;..UI��i'UU L�I«V1: SurNnP swm LLC '" `"� �•' �`"��_ OBIflIBL• MAFFH•JTRANGFR MAfFFMRANGER EKAIE: D DRAWING NUMBER: DFSCRIDIICRN: RAi4 TYPICALv�f}�ll"�i�I�Shl'E REIN _ Saarva Scum LLC •-"" `••"� BERGNE, MAFFENTRANGER SCALE: NS D DRAWING NUMBER OESCRIPTIOM: COMPONENT DETAIL, U0.-b0 RASH. REV. - DRAF7'R.R: D,LTTs SNR-0CC0329 ULTRA SYSTEM OV@IVIEW, s DRAi7FR. MAFFB'ITRANGBt ikiE_ SNR-0GQD33l>�L• AND SPLIT �'��"^S."^•'T•"' ^ APRR©'ED B'G. 9.PEIERSLIN S/7n019 �"'°•.'.•j'..�.'��"' APPROVED BY. B.PETI3LSON 5/712039 SNAPBUO( THE REPLACEMENT FOR MOUNT ON TAE 4 REVISCON A3:L24gJR 2LL41 SNATY(RAO( ULTRA WAIL TILE ROOF f IOCK WS FOR MOUNTING TO W AND S ( PROFILE TILE ROOTS SNAPNRAO( ULTRA RAIL TILE ROOF NOOK WS 8IN: % REVISION:. _ MlV DEAR N ROOFS ..NA. - STILES, TYP — REEL TO SAAMRACK ENGINEERING CHARTS FOR "—. _— REFER TO SKAPNRAOI OME3 RWC DOM FOR APPLICABLE RAIL SPANS. - — — APPLICABLE RAIL SPANS.'BIY NUMBER ON CHART SIIOUDMATCH 'BTM'NUMBER ON THIS DRAWING APPLY FED FLASHING - - _— '8Bl' NUMBER ON GMT SNDUD MATCH MC NUMBER ON THIS DRAWING MODIILE HE(IIT OFP ROOF: — - — UA40: 6 $18• - T 2/W S/�1W DW��.LAG SfAL �R MOST EMBED A MIN, OF T � SILM 6' S.S. LAG SOLEWS MUST EMBED A MEN. OF 3- INTO STRUCTURAL UR•60: 7 VT • 8 US' .` STWNPAO( ULTRA PALL EMBER REFER TO SNAPN AO( INSTALLATION MANUAL FOR I 5/16' CA HARDWARE TORQUE SPECIFICATIONS REEA TO SKUNRAO( INSTALLATION MANUAL FOR Sj16' DIA NeRDWARE : 3' MWPNM EMBEDMENT INTO � � .. TORQUE SFECIFICATKwS RAFTEL TVP- RAIL CAN BE MOUNT® IXI EITHER SIDE OF THE L4OOT 1TIILE n 4 NAILS CAN MOUNT 78 EITHER 510E OF TILE HOOK'•UPSLOPE VS. FOR LIVBING DETAILS, REEL TO SNAMRACK , ,, 5116• DIAL L$ S.S DOW49.OPE) DETAL ULTRA THREADED STUD �SNIAIRACX RAILS CAN BE LEVEED UP 70 1 SH' UANG THE SHOT w THE TILE NOOK COMPONENT WrING P- LEVELING N KAu. wewONENr DETAIL LEVELING EXTENSION K'li' TILE REPLACEMENT 6' TRAi'B 80.5E ROOF 9AEATHING, ttD. �' r /%TIE 1 / SAS* DUL A 3 Ln• S.S. SAG SCREW AND RAFTER OR 0776i STRUCTURAL rf SS. WASHER, TYP. ULTRA PAUL a�rm PENETRATION DETAIL STLnPNRAG(tLRNA TAR UMBRFIU L FOOT _.��. % D � APPLY SEALANT ARWNam HOLES �IN I U4• U0. ALUMINUM STANDOFF,1 ROOF AND BASE LENGTH VARIES WITH TILE PROFILE ULTRA PA M ULTRA RAB FLAT TILE REPLACEMENT ', SS FLANGE BOLT RUDE SFAIM'T PLYWOOD DEO@NG AND MODULE HEIGHT OFF FLASH eenrrs. C IAI'RA SNRAIL UN DERLAVMEVT, TIP. UR-.0: 3 Wr - 4 NW BALL MOUNRNG vA STEP IA s*nEs,Tn. S TILE REPLACEMENT UR-68:4•-.7 ti MOT HOLES, NARD'WARE,TYP. RIEHDVE TLLCS. ro ETAPOSE gqppSpNN NN�G SNAPHRAO( ULTRA RAIL ROOF DEO(SNG 4 5/ L6'r, S�TIIE PRO 3116' DIA MAX THE ROOF HOOK WS ,. ;, f'l 3 1/8•, W TITS PROFILE /- 2 3/4•, FIAT TILE PROFILE �PNRACK ULTRA PALL ,9' " !'� { 2 QTY. SFLB• ON, SS. LAG SCREWS WITH THE RDOF NOOK WS W TILE PLACEMEENT PIEIOBLE MA9ONG5 S.S. FIAT WA5HEP5 ROOF SHfA RING, i�11R"i COVER UW'40PE L.1 I/2ti SVt+i'ON 5.6 LAG SIRENS �I vr-L • LAAGY �' -1 W24 HOOK CAN BE OFFSET FROM WITH SS, P-Ai WASHERS T! �- -I- 1 4" 1N EITHER RAFTER UP LINE STIP IU LOW POIDIRECTION 70 LIRE BS W11N LOW POUT W STSFS 1 U! ORI12 QT'. 3/lF' qA PLOT N/OLP.S INTO S(8' UIL,.- \\\ii��LLL111 f RAFTER. SEAL ROOF PENETRATIONS RAFTER OR OTHER STRUCTURAL 'A'TM APPROPRIATE SEALANT. f -1 Y MIN. EMBEDMENT STRU n-,Lq KFMBEA, ROOF MEMBER, TYP. FASTEN 845E 70 ROOF wtnM 2 QTY. U0.-40 RAIL L U0.fi0 INTO WOOD MEMBER. PENETRATION DETAIL - Wm0 RAFTER, TIN. UR-0ll RAIL L RAIL sna Ow LAG SCREWS wDYM Fur wuHELs. SERAAIL FOR USE WITH SNAPNRACK ULTRA SERIFS RAAS K ULTRA TOR USE WTTI SNAPNRAO(ULTRA SERIES RAILS S.-3w LLC 06dGNER: - YAN -. S DRAWING NUMBER: OESCRSPRON Rft. 9urRUN Baum LLC DESIGNER: D.0.VAN _ SCALE' DNS DRAWING NUMBFR� DESCRTPnON. REV. DRAFTER: MAFFENiRANG'ER Eg y.(R�-00341 1R71fA RAIL. REPLACEMENT TO R DETAIL, TILE REPIAGEMENi TO RAFTER .o...,� ... r"'•"' DRAFTER: M� OATF SNR-DC-003SS ULTRA BAR, ROOF H PENT DETAIL, ULTRA RANI TILE RODE TgOK WS TO RAFTER B.PElTR50Fi 019 36B _ —�» APPROVED BV &PETERSDN SP12O19 2 1'I1,) momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORL MDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 347 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 3SON1C-VS 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PR03ECTINFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE; DESIGNER: ATTACHMENT DETAIL PV-3.5 CERTIFICATION OF WIND LOAD PRESSURE CALCULATION THIS IS A 2-RAIL DESIGN DESIGN LOAD CRITERIA. AS PER ASCE 7-10 (2.4.1) FOR THIS PARTICULAR CASE, THE "DOWNFORCE" CASE 2 AND UPLIFT HAVE BEEN TAKEN INTO CONSIDERATION. P (PSF) = 1XD + 1X PNET (DOWN FORCE) P (PSF) = 0.6XD + 1X PNET (UPLIFT) (P = TOTAL DESIGN LOAD) (PNET = WIND LOAD) (D = DEAD LOAD) PNET HAVE BEEN CALCULATED FOLLOWING THE ALLOWABLE STRESS DESIGN METHOD. THE MAXIMUM ABSOLUTE VALUE OF THE 2 CASES IS THE UPLIFT LOAD, THIS 2-RAIL DESIGN IS WELL UNDER THE CAPACITY OF THE INDIVIDUAL ATTACHMENT CAPACITIES FOR THE DESIGN. THE PHOTOVOLTAIC MODULES USED IN CONJUNCTION WITH SNAPNRACK2-RAIL ATTACHMENT SYSTEM ADDED HAVE A DESIGN CAPACITY OF -4,000 PA., 84 PSF. THIS DESIGN IS WITHIN THE LOADING CAPACITIES OF THE PHOTOVOLTAIC MODULE 2-RAIL DESIGN TESTING CAPACITIES THAT HAVE BEEN PERFORMED BY INDEPENDENT TESTING BY THE PANEL MANUFACTURERS ENGINEERS. SEE ATTACHED MANUFACTURERS TEST DATA. WIND PRESSURE ZONE CALCULATION (ASCE 7-10 FIGURE 30.4-2A, 213) HORIZONTAL DIMENSION A 56' X 10% = 5.6' HORIZONTAL DIMENSION B 57' X 10% = 5.7' BUILDING HEIGHT 15' X 40% = 6' ( PRESSURE ZONE WIDTH 5' 7.2 " 10 % OF LEAST HORIZONTAL DIMENSION OR 40% OF THE BUILDING HEIGHT WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF THE LEAST HORIZONTAL DIMENSION OR T-0" WIND LOAD CALCULATIONS (ASCE 7-10 30.3.2) momentum SOLAR VELOCITY PRESSURE Qz = 0.00256 Kz*Kzt*Kd *VA 2(LB/SQ-FT) EXPOSURE C Kz (VELOCITY PRESSURE EXPOSURE) 0.85 Kzt (TOPOGRAPHIC FACTOR) 1 PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NI (732)902-6224 MOMENTUMSOLAR,MSOLAR.COM Kd (WIND DIRECTIONALITY) 0.85 V (WIND SPEED) 175 PROFESSIONAL ENGINEERING MEAN HEIGHT 15.00 VELOCITY PRESSURE Qz 56.57 EXTERNAL PRESSURE COEFFIENT MCI)) (ASCE 7-10 FIGURE 30.4-28) ZONE 0 To 7 TILT 7 To 27 TILT 27 to 45 TILT DOWNWARD 1 -0.9 -0.8 -0.8 0.3 2 -1.1 -1.2 -1 0.3 3 -1.1 -2 -1 0.3 DESIGN WIND PRESSURE p = Qz * (GCp - GCpi) WHERE GCpi = -0.18 SOLAR MODULE TOTAL WIND PRESSURE p (ASCE 7-10 EQUATION 30.4-1) ZONE 0 To 7 TILT 7 To 27 TILT 127 to 45 TILT DOWNWARD 1 N/A -35.07 N/A 27.15 2 N/A -57.70 N/A 27.15 3 N/A -102.96 N/A 27.15 SOLAR PANEL WEIGHTED UPLIFT PRESSURES (PSF) ZONES 1 & 2 1 & 2 1 & 2 1 & 2 ALLOWABLE LOAD / ATTACHMENT 5/16" LAG SCREW W/ 3.00" EMBEDMENT INTO RAFTER BELOW ACCORDING TO THE NATIONAL DESIGN SPECIFICIFICATION FOR WOOD CONSTRUCTION 2015 EDITION. = W' = W X CD X CT. - PER TABLE 11.3.1 NDS COMPONENT ZONE RATIO 0 To 7 TILT 7 To 27 TILT 4:1 N/A-39.5987 3:2 N/A-44.1243 2:3 N/A-48.6499 1:4 N/A-53.1755 2-RAIL RACKING PLUS SOLAR SYSTEM DEAD LOAD MODULES 5/16" DIA. 4" LONG LAG W/ 3.00" EMBEDMENT INTO 2X ROOF RAFTER (SEE SHEET PV-2 FOR SPACING) INVERTERS W' = 266LB/IN EMBEDMENT (NDS11.3.1 TABLE 12.2A) FOR DF, LARCH, S.Y.P., AND S.P.F. SPECIES CD = 1.6 (TABLE 2.3.2 2015 NDS) RAILS (2-RAIL) @ 5.8LB/LF CT = 1.0 (TABLE 10.3.4 2015 NDS) W' = 266LB/IN X 3.00" X 1.6 X 1.0 = 1,276.8LBS = ULTIMATE ATTACHMENT/FLASHING -THREAD MUST BE EMBEDDED IN THE SIDE GRAIN OF A TRUSSES OR OTHER STRUCTURAL MEMBER 27 to 45 TILT N/A N/A N/A N/A WEIGHT/UNIT # 37.7 31 4.0 31 1.8LB/LF 15.5 GRAVITY LOAD _...._.. 0.98 59 INTEGRAL WITH THE BUILDING STRUCTURE. ARRAY TOTAL 559SF 1351 -LAG BOLTS MUST BE LOCATED IN THE MIDDLE THIRD OF THE STRUCTURAL MEMBER. TOTAL LOAD/ATTACHMENT 22.89 -THESE VALUES ARE NOT VALID FOR WET SERVICE. 2-RAIL RACKING SYSTEM ATTACHMENT TOTAL LOADS ASCE 7-10 30.4.2 -INSTALL LAG BOLTS WITH HEAD AND WASHER FLUSH TO SURFACE (NO GAP). TORQUE AS PER MANUFACTURERS SPECIFICATIONS. DO NOT OVER -TORQUE. WIND PRESSURE MIXED ZONE 1 & 2 -39.60 -WITHDRAWAL DESIGN VALUES FOR LAG SCREW CONNECTIONS SHALL BE MULTIPLIED BY TOTAL WIND PRESSURE-22135.70 APPLICABLE ADJUSTMENT FACTORS IF NECESSARY. SEE TABLE 10.3.1 IN THE AMERICAN WOOD - COUNCIL NDS FOR WOOD CONSTRUCTION. TOTAL ATTACHMENTS 59 TOTAL UPLIFT WIND LOAD ON ATTACHMENT-375.18 TOTAL UPLIFT FORCE/ATTACHMENT POINT-352.3LB 352.3LB IS BELOW THE ALLOWABLE 1,276.8 X .33 = 421.34LB d �A' 4 , iz'/rf o P 1367 � f �0 . STATE OF �dddflllll�� SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SURE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-VS 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PROJECT INFORMATION INMAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER:: REV: DATE: DESIGNER: STRUCTURAL CALCULATION 'r . TOPCOAT ,00, FLEXSEAU"�^. CAULK GRADE , t c elas:c c vsa'ar i -'I _ , Cau G°ade rs eztr;rnr<'y "es tie and duraole w? -mt a hxjhef vLscMry rcxrnu:I`s!T fhw 52,1rx1.1rd w3coisity Flf'xSca,-i• L ke 111 "<�tkwjd mix .fC s d'vi su> 4 e oT ki bo :'. aw ard oir *y I-q ci'n"5VI arm f r".Filii crr'a~wws De'cre ca-xn f'ex8eal' ,Cat. k G•ac n es IF, S;,:fc'•'u f:r vsa ' aq a ia:✓• .S`eie Caaa'k rs t' 41y Us.t',d ta rron f lud v' ty (S r% s" fix; +e LSrk "is xS0 zw'uwe aa'r boo) 1 S:. d vrsc*Vs >=`I Pe4Aal a !vsv vaSC IV vw&or•� 1s f x rC LV Use ICKCAi , f e ar` C3vk G•adsi s <Y led for Liw can rt18W ccrw ccmt &oM asVi3 t Sh -jes S8S AID?. EPOM Wq TPO ama gabstrates Espac>alfy IIP f, xis apt^ i•,1*'Carl rrC r U i I; °a tumrci ko 1CrrY' R 1t+Cat:rx'1,S tY 1r{X,txf r.-;'1m;�rnc Trrv�; e; ow- oak :, 1`104 gat ` tau'{ Grade ^nay va :rid 'a 3� rdtYN63:. r-a.y:,e es vrortlaad ttw t, ma'egyiv rfS Stored Cored rxr< kj ar%J tie su a�Ita is ri j;.rlrx a ..ur "3 y{<a t Ns .1 1 3 c:r a ; to 10voy at vo�a 11;4I r44 a .'e VF(p`ati:) .tit='ra'n !, f rjXarta rtk fl Irw iN--m ',20"s (48 9`C) wl�4^ 2ecY+�7 vvyicr A>�Mr1g+D9 V • ' .' .:*�°5°1,cv t . .%11 T dIR1lj Srr+rJ �.i."+r'M�"i �`r • &N115 to r` %, ' MtuftW?A MhAl° r'4orA CC }g COrcrwq A t S ` l sh q1w :� Aw P E�rAA 84,p ar s1 OVC • Pa,rlta . t ^-:sxl miovewl .w;u ray ftfLiar3e izr up to '0 y;irvS' V,iy oo €mwj ^ 9u x ow) P(At+K >o 20 ywus" * Awvlfi,44 em 1')t- rfT For AppFcation Ouagiens Applicable Stan&ards -a° t5 AS M4 L:? 12 t°uxf L>)20 ArVa- ,s fee%- ,d 1n xcc+dwv-a ,V1f1 D2' % , D ! 4 r5 AWication MIona Fle f' Caulk Grad 1s not a S: cvat v(rpr,.cam ;1W4 11 +s rTCt to t3 90 ..'s ,)CATi; u . 'd rKa ex tIZ° Aide 0)( 1,+':' der* (0 rrtn x 13 jim) I per, exca.013 Itz i i3 -r4n) 4xv tf4 Scaatefr t de.v" s` oui€1 043 coetra'ed I-y a closed cat e-ticker rod It* of far: fs wid wdth S4 gilts Stvxid be to ac<*T• xf q'st a fra;o min c4 25% nR..•,6111s: t i'I w ikpop y CrA'y ;VS dfoclix, (Xw t'IC o-c..►:On'mry re-Ah :n Slurrpmj O ippeg rr amvgt•'-j A(^p"arx* -Cwr,g aviti gtoy6ll, y � "�=• °,4e W&AD4 s'#rr m #L' pfivrw b rc vt4* i w" &V rs>f Aft Dwabte wO t,V rt$,'.ar°t -.,A1 )-A cl tak cf wk a yG 1P"o j * d is s W,,' a rt*r+'T t>XNr'fk~ CAR Dabs>1 • J*tit rrXJ rt Gr ; C'1CfrtAhN, -ki r nxim t 25% a hn ud Crab ra�yc4J > s rartd wr it �.4 4 TOPCOAT' FLEXSEAL" CAULK GRADE TECHNICAL DATA Approxr ety 114 -3'`8 i{ h (6 - 10 )bead Caulk gkm 32-F - 1-F ("C - 48.rC) 24 - 48 r$; 'skjM6 >i 1o% I 30i 1 I'ASX: -4 cure - approxxrsa i 6 hours moat Solids (t7y w°bighl); 77% t M 1 # Cr r1y. 1 ?d 0,1 Wool piar Gallon: 10 3 ,5 lbs Amosity (75'F (23 9'C)) 1,200,000 Cps t 10% Tensile •2'SO psi (a1.72 N; ) �r f10c d ticra ra1aA4 ranp 50,F- (1>3' 2 C). Stof2q# f0f t0ntlnUdid tiods autsift this torvVeraturs range may shonan se Ill* Shoff Lie Approximmely 1 year lean Up Mineral Spirits, Toluene, Xylane SOLAR PRO CUSTOM SOLAR U-C D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING ` r % o p a 86 Q STATE OF jy */ON *AL `�,\� yi!IIIIi111 � Ix\" SOLAR CONTRACTOR CAMERON CHRISTENSEN CFRTIFIEO SOLAR CONTRACTOR LICENSE NUMBER. CVC57035 MOMENTUM SOLAR 5726 MAJOR BLVD. SUITE 307, ORLANOO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 E1vAPV&id4L 4Z1ifel:AuF-A0CSIill SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: SEALANT SPECIFICATION SEALANT SPECIFICATION FOR TILE ROOFS PV-3.7 Roofing Read Safety Data Sheets before using this product. DESCRIPTION: KARNAK 19 Flashing Cement is a scientifically compounded composition of selected asphalts, mineral fibers, and refined solvents that are manufactured to a heavy consistency for application by trowel to provide a durable, elastic coating of excellent adhesion and high resistance to water and weathering. This nrndlIr t rlriAc fn a tni Inh flgxihlo �e;?tornrnnf unrl nnrri+cira r� v.. -f �'.. 6.;c" 1. ..�.., .., . L. , _ VVI I VJIVI a F1 VVI %'Vocal IV VVI III i gives excellent performance over wide ranges of temperature and weather conditions. KARNAK 19 Flashing Cement is available in 3 consistencies: Summer, Semi and Winter. USES: KARNAK 19 Flashing Cement is a general purpose cement for repairing leaks in shingles, concrete, metal or asphalt roofs, flashings on walls, chimneys, flues, downspouts and cornices. It is excellent for sealing cracks in concrete and brick, as a joint filler for precast roof slabs and for general purpose use in maintenance of exposed buildings and structures. SURFACE PREPARATION: All surfaces should be clean, dry and free from oil or grease, dust, dirt, loose paint or other foreign matter. Recommended application temperature is 40°F to 120°F. If applying at temperatures lower than 40°F, the substrate must be free of moisture and/or ice crystals. APPLICATION: Spread KARNAK 19 Flashing Cement to an average thickness of 1/8" (approximately 8 gallons per square) and press tightly into joints, seams or cracks. To repair large cracks, breaks and blisters: 1. Spread KARNAK 19 Flashing Cement over the damaged area. 2. Embed KARNAK Cotton, Fiberglass or Poly -Mat Membrane reinforcement. 3. Apply another coat of KARNAK 19 Flashing Cement over the entire patch. SPECIFICATIONS: Federal Specification SS-C-153 Type I (Except Non -Asbestos) ASTM D-4586 Type I Class I 330 CENTRAL AVENUE, CLARK, NJ 07066 732-388-0300 • 800-5264236 • FAX: 732-388-9422 Revised 12.14.18 WEB: hftp:/Iwww.karnakcorp.com Roofing Read Safety Data Sheets before using this product. PHYSICAL PROPERTIES: 1. Consistency: A smooth, heavy trowel consistency which will readily spread on and adhere to vertical and horizontal surfaces without sagging. 2. Character of Dried Film: Uniform, excellent adhesion to masonry, steel, cured concrete, JhinglCs, asphalt roofing and a variety of other surfaces. 3. The dried film retains its flexibility and ductility so that the coating will resist extreme variations in temperature and weather. 4. Has excellent resistance to flow at high temperatures when used on a vertical surface. CAUTION: Do not use near open flame. Material is for building exterior applications only. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. Call a physician immediately. Keep out of reach of children. KPep container covered when not in use. Do not to Dispose of in an environmentally safe manner. Cover air intakes during application and while drying. PACKAGING: Available in 5 gallon, 3 gallon, 1 gallon cans and 10.1 oz. caulk tubes. If further information is needed, contact Karnak Technical Services at 1-800-526-4236. f r"Ai7E 5:V4HIY .•a . 330 CENTRAL AVENUE, CLARK, NJ 07066 732-388-0300 • 800-526-4236 • FAX: 732-388-9422 Revised 12.14.18 WEB: http://www.karnakcorp.com • E 0 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, N3 (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING SOLAR CONTRACTOR CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER. CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SURE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347)580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I IINITIAL I DATE: 8/14/2020 1DESIGNER: GCP REV' DATE: IDESIGNER: REV: DATE: DESIGNER LANT SPECIFICATION CONT DESCRIPTION: SNAPNRACK, ULTRA RAIL TILE HOOK WS PART NUMBER(S): 242-01248 3 6 f 2 DRAWN BY: DESCRIPTION: DRAWN BY: mwatkins SNAPNRACK, ULTRA RAIL TILE HOOK WS mwatkins REVISION: REVISION: PART NUMBER(S): SBS NARxET STREET, i9'f.1ROOR.9W iMNf.'ISC0.G 9/57 �Y m,amuc*aa.oanaau+e. a+uen+cwras w rwu®rEowrtnart r«r var,trtxccw+E.r or z;aun wur,.uc 242-01248 q S97 Wt TSTREET.MMF-W.F WS)53- GWiC5 USA RRO,E µ,S139fr8Wp. FA1(f.,5}SdpM +.c waaiAnw� noswumvsamr,oeHrvauooAa.a,Etm..nr '��. r'�w x� eaun+uc�o wmauT*rA. R. 17 TYP KARNAK Application t t t j 1 - Add 1 st layer of KARNAK to entire bottom of the hook base plate 2.22 ; 2 - Lay base plate over rafter and TYP use lag bolt to secure hook 1 4.00 3 - Apply 2nd layer of KARNAK over entire top of hook base plate including lag head _ 4 - Apply mesh over 2nd KARNAK 1.50 i 8.00 8.86 layer r ' 5 - Apply last layer of KARNAK over mesh layer 1.62 -+- — -+ PARTS LIST ITEM QTY DESCRIPTION 1 1 SNAPNRACK, TILE HOOK WS PRC, SS 2 1 SNAPNRACK, ULTRA RAIL MOUNT THRU PRC, CLEAR 3 1 SNAPNRACK, ULTRA RAIL MOUNT TAPPED PRC, CLEAR 4 1 BOLT, FLANGE, SERRATED, 5/16IN-18 X 1-3/4IN, SS 5 1 SNAPNRACK, ULTRA RAIL MOUNT SPRING CAGE, 6061-T6 AL 6 1 SNAPNRACK, ULTRA RAIL MOUNT SPRING, SS MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): 820 UP, 500 DOWN, 430 SIDE ULTIMATE LOAD (LBS): 2050 UP, 1580 DOWN, 1289 SIDE TORQUE SPECIFICATION: 12 LB -FT CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 1.69 1.25 TYP 1 t_ 1.50 � - .43 6.85 4.20 d 1• 4.76 - .20 6.24 i MAX d 1 1.84 50 1.34 .16 2.56 - ALL DIMENSIONS IN INCHES SOLARmomentum PRO CUSTOM SOLAR LLC 0,B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, N7 (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING r,ttlt 111 �� '0 A' 0 STATE OF III ��a O5 SOLAR CONTRACTOR 1.25 1.18 SLOT 4 CAMERON CHR1SrENSEN CER-IFIEO SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST 6.60 MIAMI SHORES, FL 33150 (347) 580-2918 a.71 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 r 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PROJECT INFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: SEALANT SPECIFICATION CONT PV-3.9 ELECTRICAL SERVICE ELEVATION #2/0 AWG SERVICE • • " CONDUCTOR FROM y • OVERHEAD FOR ' r '• . r',, • � + •� +j Y �' METER ,`. • - rA ,••F i,. :, RISER • -,• •. • ` ' ' 200AMP SERVICE A EMPHASE COMBINER SOLAR • EXISTING _ 'r' '� ^• '�' +' _ • BOX AC .i ; METER a :• -� • •.i" +• '"r: DISCONNECT :• MAIN v ,a, �• . 31 LG LG 350N1C-V5 35OW MODULES PAIRED WITH 31 ENPHASE IQ7PLUS-72-2-US MICRO -INVERTERS BRANCH CIRCUIT 11 MICRO -INVERTERS BRANCH CIRCUIT B 10 MICRO -INVERTERS BRANCH CIRCUIT C 10 MICRO -INVERTERS _ TERMINATION CAP .:INSTALLED ON ELECTRICAL_ Pf END OF CABLE INTERCONNECTION DETAIL ENCLOSURE DIMENSIONS LENGTH: 41.16" WIDTH: 18.76" DEPTH: 5.51" BACKFEED BREAKER MINUMUM BEND RADIUS 4" FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705 (REVISED 7/l/2017), I, MINA A. MAKAR PE# 86753 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED PV SYSTEM CURRENT 46.8875 A USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2017 NEC 705.12(D)(2)(3)(b) 1201 RULE i 1.25 x INVERTER OUTPUT) + MAIN OCPD 5 BUS RATING x 1.20 UTILITY +I (1.25 x 37.51) + 175 < 200 x 1.20 METER ... GRID ENPHASE 80A AC COMBINER I BOX SOLAR CIRCUIT DISCONNECTING MEANS 9 EATON 60A FUSIBLE ••• SOLAR AC DISCONNECT - i+ + ' • • - i+ IROOF 10A BREAKER INVERTERS JUNCTION (ENVOY) i INSTALLED ON 1A TO 1C BOX 2A 20A BREAKER (A) 3 RAIL SYSTEM 2B 20A BREAKER (B) 2C 20A BREAKER (C) Wire Tag Conduit Wire Qty Wire Wire Type Temp. Wire Temp. Conduit Derated Inverter Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty 1A TO 1C OPEN AIR 3 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 11 2A V PVC 2 10 AWG THWN-2 75"C 35 0.96 0.8 26.88 11 213 i" PVC 2 10 AWG THWN-2 75'C 35 0.96 0.8 26.88 10 2C 1" PVC 2 10 AWG THWN-2 75'C 35 0.96 0.8 26.88 10 3 i" PVC 3 + G 06 AWG THWN-2 75"C 65 0.96 1 62.40 31 50A FUSES - - - - - - GROUND 3 EXISTING 200A METER MAIN 175A BREAKER NOC (A) NEC Design Correction Current (A) 1.21 1.25 16.64 1.21 1.25 16.64 1.21 1.25 15.13 1.21 1.25 15.13 1.21 1.25 46.89 EXISTING A SUB PANEL 240 V SOLAR0 momentum PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR,COM PROFESSIONAL ENGINEERING 01IIII111///I �� " 1 fv'II�EIy �� p �•� i • Mo R` ft 3 Y �s O.t► rAre or` 6so�: RIDA. ''4,04AL Vt%C$ ` SOLAR CONTRACTOR CAMERON CMRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - M555074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 3S0N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US Ground Size Ground Wire Type _ 06 AWG BARE CU 08 AWG THWN-2 PROJECT INFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP 08 AWG THWN-2 REV: DATE: DESIGNER: 08 AWG THWN-2 REV: DATE: DESIGNER: 08 AWG THWN-2 THREE LINE DIAGRAM NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. Div PV MODULE RATINGS MODULE MAKE I LG MODEL MAX POWER OPEN CIRCUIT VOLTAGE MPP VOLTAGE SHORT CIRCUIT CURRENT MPP CURRENT NUMBER OF MODULES UL1703 COMPLIANT LG350N 1C-V5 35OW 41.3V 35.3V 10.61A 9.92A 31 YES INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC 2014 HANDBOOK 215.2(A)(4) WHERE APPLICABLE !Q?PI US ?2 WIRE RUN V I rF R L (FT) VQ °ID V� MODEL US BRANCH TO J-BOX 240.00 13.31 1.98 72.42 3.817 1.59% MAX OUTPUT POWER CH 290W OPEN DC VOLTAGE 60V J-BOX TO LOAD CENTER 240.00 NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC DISCONNECT 240.00 MAX AC CURRENT 1.21A AC DISCONNECT TO INTERCONNECTION 240.00 CEC INVERTER EFFICIENCY 97% NUMBER OF INVERTERS 31 WITH THE 2017 NATIONAL ELECTRICAL CODE LIL1703 COMPLIANT YES TI-Ii5 SOLAR PHOTOVOLTAIC FLORIDA BUILDING CODE SYSTEM COMPLIES AND THE 2014 PV B aiia Pr"+a"vEL # OF MODULES PER BRAN BREAKER SIZE ��-- UP TO 16 20A ELECTRICAL NOTES: 1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE COEFFICIENTS. 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER WIRE. 3. THIS SYSTEM COMPLIES WITH NEC 2014 4. BRANCH CIRCUIT CALCULATION FOR WIRE TAG 1 DISPLAYS THE LARGEST BRANCH CIRCUIT IN SYSTEM. OTHER BRANCH CIRCUITS SHALL HAVE LOWER DESIGN CURRENT THAN THE ONE SHOWN. IN ADDITION, VOLTAGE DROP CALCULATIONS FROM PANELS TO THE COMBINER BOX SHALL BE SHOWN IN A SIMILAR FASHION 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2014 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75*C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM 15. ALL CONDUCTORS MUST BE COPPER, 37.51 1.24 50.00 4.651 1.94% 46,8875 0.491 3.00 0.138 0.06% 46.8875 0.491 10.00 0.460 0.19% VOLTAGE CONDUCTOR MAKE MODEL RATING RANGE MAIN T{ Cf Cl Tote anLO cnn u vvv v n V_� Awc 4/-A nvvv ILSCO IPC 4006 1 600 V 1 4/0-2 AWG momentum WIRE SIZE SOLAR 12 AWG PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 10 AWG 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM 06 AWG PROFESSIONAL ENGINEERING 06 AWG CONDUCTOR RANGE TAP 0-14 A4vG 2/0-6 AWG 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION NEC 250.24(C). IN THIS AC MODULE SYSTEM 690.17, 690.6. 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A 31 WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY GROUNDING ELECTRODE SYSTEM PER 250.54(D). WITH 705.12(D)(3), 705.12(D)(2)(3)(B), 705.12(A) AS PERMITTED 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA BY 230.86(6) DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSC:O INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND PMTING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20, METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26. EQUIPMENT DATASHEET 23. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C)(1) AND ARTICLE 310.8 (D). 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.8 (C). 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(D) CROSS SECTIONAL AREA OF THE SPACE. NEC 312.8(2), 11. PER NEC 690.17, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK DISCONNECT. AND COMPLIES WITH 690.6 - NO DC DISCONNECT AND HAZARD - DO NOT TOUCH TERMINALS - OR EQUIVALENT. ASSOCIATED DC LABELING ARE REQUIRED. 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 690.64 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 27. SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER 690.56(C), AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52. 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. 690.6. INST?UCTIONFno �INE1PS14" AF, FIGURE 1: 1. ADJUST THE CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF THE FIRST INSULATED LAY FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE SPANNER. 6. SCREW THE NUT CONTINUALLY UNTIL THE TOP PART IS CRACKED AND DROPPED DOWN ' , v31L i\Lv6 L_'1� t 00 Pk�B675 O STATE OF CORIoN.. '�� ' �Sf �A1�LL EO\ �\N �1I11lI1►`' .�`11� SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL 12819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PROJECT INFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP� REV: DATE: DESIGNER: REV: DATE: DESIGNER: ELECTRICAL NOTES PV-4.1 I TAG ®■ Cal In" ©■ "1 LABEL QUANTITY 1 LOCATION 1 MAIN SERVICE PANEL 1 1 COMBINER BOX 1 1 JUNCTION BOX i I AC DISCONNECT 1 MAIN DISCONNECT PANEL 1 I UTILITY METER EXAMPLES momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING ir'Al REVIEW c� :APPROVED A. i � r �. NO 1867 _ '- STATE OFF i//11 AtAL I �1� �� SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFLED SOLAR CONTRACTOR LICENSE NUMBER! ClIC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION 0 ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US OPROJECT INFORMATION INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: EQUIPMENT LABELS PV-4.2 Daniel W. Dunzik Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign@comcastnet August 13, 2020 Re: Proposed Photovoltaic Solar Panel Installation Esteban Montes - ��"�' i^v`vT- uT Miami Shores, FL 33150 Dear Plan Reviewer. Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Arehitect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations. 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 14'-l" with a top chord length of 16'-4" with intermediate supports at 1/3rd points, making the effective longest span equals 5'-6" with 1/2" plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof T Tile Fastener Max Spacing (in.) Attachment System: "SnapNrack" "Ultra Rail" (9) wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5116" x 3-1/2" long stainless -steel lags with a 72 48 0 min. embedment of 2-1/2" into the rafters. Daniel W. Dunzik Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign@comcast.net August 13, 2020 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-10 Dead Loads = 15 psf + 2.6 psf (new solar panels) = 17.6 psf Roof Live Load = 20 psf Ground Snow Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-10, Ch. 30 method I Using an area of 10 SF, wind loads from Figure 30.5-1: Zone 1 = -61.1 psf Roof Slope = 23 degrees Roof Mean Height 15 ft Zone 2=-106.5 psf Basic Wind Speed = 175 mph Zone 3 = -157.4 psf Exposure = C Per section 2.4.1, ASD combo = D + 0.6W: Zone 1 = 2.6 psf - 0.6(-61.1 psf) = -34.1 psf Zone 2 = 2.6 psf + 0.6(-106.5 psf) _ -61.3 psf Zone 3 = 2.6 psf+ 0.6(457.4 pst) _ -91.8 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone 1 = 72" o.c. max Zone 1 = (72" o.c. maxr2 / 144 = 36 SF Zone 2 = 48" o.c. max Zone 2 = (48" o.c. max)^2 / 144 = 16 SF Zone 3 = 0" o.c. max Zone 3 = (0" o.c. maxr2 / 144 = 0 SF 3. Solar Modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. Lag Screw Forces: W = 2661b/in (Table 12.2A, 2015 NDS) 4. Positive drainage of the system shall be so as not to void the existing roof warranty. Zone I = 34.1 psf x 36 SF = 1228 lb < W, OK Cd = 1.6 (Table 2.3.2, 2015 NDS) 5. All aspects of the installation shall comply with the Florida Administrative Code, 2017 Florida Building Code - Zone 2 = 61.3 psf x 16 SF = 981 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Residential Sixth Edition, ASCE-7-10, 2017 Florida Building Code — Energy Conservation, Sixth Edition, 2014 Zone 3 = 91.8 psf x 0 SF = 0 lb < W, OK W' = W x embed x Cd x Ct National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by W = 266 lb/in x 3 in. x l .6 x 1 = 1276.8 lb law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your earliest convenience. Thank you. Daniel W. Dunzik, RA. LEED-AP FL. Lic. No. AR98795 SOLAR PRO CUSTOM SOLAR LLC O.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NI (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING AL w7" t- a IP .,� STATEOF �#OMAL ftlllfll�� ,"� SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLw. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-VS 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I IINITIAL IDATE: 8/14/2020 (DESIGNER; GCP I REV: I DATE: IDESIGNER: REV: I DATE: I DESIGNER: CERTIFICATIO E 350VV 1 34;5W The LG NeONO 2 is LG's best selling sotar module, and is one of the most power- ful and versatile modules on the market today. Featuring LG's Cello Technology, the LG NeONr9 2 increases power output. New updates include an extended performance warranty to 90,08%to give customers a greater sense of reiiabil- ity and peace of mind A ring LG NeC-., ` a . {t I LG350N1C-V5 LG34SNlC rr` Generat Data rs0lkopertas{AiatmJ IType; cd Maker .. N1.4— FRao— .............. Maduta Otrllertaort (L e W e N) Wegbt 0aS$Ma9edii(i F� {Maneial) mm 8aa(R9tdct14m Degtm) Cabies(Langth) .. Canractnr{rype/ W'et) Md+pnyssaG,e / N-type _ tC) a2gta 1,686mm x ?,016mm s 40 mm LL17 - kq__. ._ .. Tempered 6tasxwith AR [ailing whte An.da lAk-- !P 6R arcN 3 Rypass Dptrs 1,0o0 . x 2& MC 41 NC DVr L C Certif atio s. and Warranty- ----- a 1 IEC 6t2t5-161-7T2016.IEC 61730• 1220.6, UL 1703 Certf"11-- [so 9001,1&71aoo1,.sosoom 1 - oasnsl�ol 5attVs. Carr 4( Test IEC 61701 2012 5e xnty 6 Ammonia Cw+asim Tess IEC 62716 2413 Medals Fw PerramnemoA type 1 U' 17031 F" &bm Class C (LL 790. ULC1OR0 C 17031 Sotx Modde Via h t tNatrar4y 25 vrars J APPROVE D / Enhanced Performance Warranty - LG Ne(7r, � has an enhanced performance warranty. After 25 years, LG NEON" 2 is guar- anteed to perform at minimum 90-08% of ini- tiat performance. Better Performance on a Sunny Day 3 LG NeONm 2 now performs better on sunny days, thanks to its improved temperature coefficient Enhanced Product warranty zs LG has extended the warranty of the NeON`a 2 to 25 years, which is among the top of industry standards. Roof Aesthetics _ ( LG NeONrp 2 has been designed with aesthetics in mind using thinner wires that appear all black at a d+stance. The LG NEW, 2 can increase the aesthetic 'slue of your home pith a more modem design. About LG Electronics Lu EI¢ew Ks rs 9b b'9 Mayet aeNTiitCd:a b{ Sn9 -I-- wm S ttiar rrw 4t "he or. a s *. —," saaca msaacA,xoS+A f 985-stSAa ell ty Lti Gtoup's—texw ce Se—ccrd .1[0.. Aemttry aM mattruls v s -1,.. 1t17 ,!G S.WS—hAN redeaasMM :54.t MaWa nmtrio mama whetsrowaviteNeo-: 32crnmc,;es The*"(p,aw.,s. �NeON} NaOM2 N40N•251Fa 4—i the`1—AW AWARD ir, 26'12015 (0 LG era 2i716.w4eehbe—ft LG 5dah2aL—,—m+rnb "Otee sate[. Solar Module 0rW Wamanty L—W. ty ' 1) rest leer 9" 2) Aran 1A yea- 933R a.• uti aeg.rta0an 3) 4D.Ot1%'v 25yvers Temperawre Characteristics 2,13 - A_4.a6 i>17�p1 i'rincl �.. isc i1vcj,l 003 • W" (I4vnnal Mod,M Operalm9hmpetmaer Brad —SW WAnt, Amba+t[emgdratuie 20Y Nrd WW l W%Spemum AM r S Electrical Properties f ( MOTj u*M1 1G350N1C-VS tG345NiC-VS ut W--Wrr,(Tav) 'N/):..- 202 259 MPP Vdtage(01pp) M t 312 l2R MPP Crarant {Yrgp) (At 791 7.89 fir! ( ) _ ) *9 30R sbartcircA C—Vnffad) Tat 1t52 8.49 I-V Curves 14 w �n�a,e rn U £Oett?an:cs!ne LG � &�r,ess 128 6i 'n Twmav—;aaem Y—er:.:po9lt Sena 07336, .va•ea tifes CLOoA ,vvw Y.r"vllacwn Electdtal Properries�STC AApdet L6350NIC-VS LC-MSNIC-V5 NW,rum Pawxr(Ism-j ,(W)T 350 345 MPPt/r9nan v—W fVi t 353 34.9 MPPCurmlt(lmlq)_ t IAI i 9,92t 9A9 __.._ Qyen ClrtokVdta tSX) 1 [Vj i 41.3 f 41.2 Shot Cirewk Car,mtj> 0% [A)' 10.61 10.57 ModuteEPRtlerlcy t (5tI I 20,4 20.1 Nrn 1'0k I%i_1 0-•3 - 51C(5t:ndird list CGW--)Ra01Nae low wwm Ce4 t—rdra-25Y AM 1.5 •• Mees,.rnirs,t rdm:+w- t 3% Operating Corldttforis OPeratat9 TemPetature :'C: -40-.90 Maxtanm System VAW (V, 1000 Manaeai Series ruse Ritrui (Al 20 Meth-" Ted[ Luad(Pram) tp mr, viIi 7113 Matarieal TestU d(Rear) 4,0001R35 •.Medavi012 LaWS,4WN/4AOOP,ha-d .IEC6'21S-2 2016 CU. L-d • OefgrrL4aex Weer F—(151) Packaging Configuration Numb—fM4durs per Paget (FAj. rihANler of Mo6tla4P40ft ND Container (EA; Packa�i^9 Box Oe+,ensiats(t N N) (mm) Patch g.9 eaa r-- W— t 1�91 Dimensions Irvin f h) m.dn.. `I 25 650 t750a 1,120w 1.22! 464 Pradus. potifvanrns are siaerr to ckatge wittrue �a+atz. D545 6G c GF-rN-30806 C 20' 9 W'rh — AA Nhu ceseNed tU4 .+NxA) 1 ffl r" SOLARmomentum PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING I >>` 11llpppppjl tN1 A.,� w 46 ®. i Ora• STATE OF i !�XORIOP-. ,r/rQNA1. �a pppp1lli1"A"' 'Az - SOLAR CONTRACTOR I CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) S80-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 3S0N1G-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US PROJECT INFORMATION INITIAL ^ DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER REV: (DATE: DESIGNER: PV— 1000 Sylvan Avenue Englewood Cliffs, NJ 07632 201.816.2000 Oct 18, 2019 To: Momentum Solar RE: Approval letter to use the 2 Rail Mounting Dear Momentum Solar, This letter hereby states that LG supports and provides warranty for the referenced LG modules which have been mounted by the 2 Rail Mounting system refer to the installation manual Fig.2 for the test load of 6000 Pa downforce and 5400 Pa uplift under the test conditions based on IEC 61215:2005. System Installation Scene(Picture) Down force Uplift 2 Rail 6000 Pa 5400 Pa Mounting * Under the test condition based on IEC 61215-2:2016, the test load may be different. The following LG Solar modules are approved for warranty: LG Model Number LG Model Number LGxxxN1C-V5 LGxxxQ1C-VS LGxxxN1K-VS LGxxxQIK-V5 A=200mm s B=400mm Our warranty provides all the terms and conditions underlying our obligations and the warranty. Although this Letter serves as an authorization to employ the 2 Rail Mounting System, the original warranty terms for the modules would be rescinded in the event of- - Misuse, abuse, neglect, or accident such as micro crack to the cells or glass damages; - Alteration, improper installation or application; - Non -observation of LG Electronics' installation and maintenance instructions; - Repair or modifications by someone other than an approved an approved technician of LG; - Power failure surges, lightening, fire or other event outside LG Electronics' control; - Defect or Power drop due to the incline load; If you have any questions or concerns in regards to this letter of authorization, please feel free to call your LG Electronics Sales Manager. LG Electronics U.S.A. Inc. North America Solar Business Team 1000 Sylvan Avenue Englewood Cliffs, NJ 07632 SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOIAR.COM PROFESSIONAL ENGINEERING SOLAR CONTRACTOR CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347)580-2918 PV SYSTEM INFORMATION 1 SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350NIC-VS 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I INITIAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: PANEL LOAD TESTING RESULTS PV-3.1 1 ELECTRICAL REVIEW (� ��/�• APPROVcD Enphase The high powered Smart, gr id-r ea Uy Enphase IQ 7 Micro'" and Enphase IQ 7+ Micro' IQ 7 andIQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. fVf ieroi nverters Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy', Enphase IQ Battery', and the Enphase Enlighten' monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years. i To learn more about Enphase offerings, visit enphase.com Easy to Install Lightweight and simple 'aster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 8 2017) Productive and Reliable Optimized for high powered 60-cell and 72-cell* modules More than a million hours of testing Class II double -insulated enclosure UL listed Smart Grid Ready Complies with advanced grid support, voltage and frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) * the IQ 7+ Micro +s regqu�red to support 72-cell modules. ENPHASE Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA (DC) tQ7-60-2-USI W-60-8-US IQ7PLUS•72-2-USi107PLU5-72-H-US Commonly used module pairings' 235 W - 350 W + 235 W - 440 W + Module compatibility 60-celt PV modules onry 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 v - 37 v 27 V - 45 V Operating range 16 V - 48 V 16 v - 60 V Min/Max start voltage 22 V 148 V 22 V i 60 V Max DC short circuit current (module Isc) 15 A 15 A Overvoitage class DC port It II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 7 Microinverter 10 7+ Mtcrolnverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal (L-L) voltage/range' 240 V / 208 v / 240 V / 208 W 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A (240 V) 115 A (208 V) 1.21 A (240 V) 1,39 A (208 V) Nominal frequency 60 Hz 60 H7 Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 A ms 5.8 Arms Maximum units per 20 A (L-L) branch circuit' 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvoitage class AC port IIf ill AC part backfeed current 0 A 0 A Power factor setting 1.0 1'0 Power factor (adjustable) 3.7leading ...0.7lagging 0.7leading . 0.7lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6 % 97.6 ; 975 % 97 3 % CEC weighted efficiency 97.0 % 47A % 97.0 97,0 MECHANICAL DATA Ambient temperature range -40°C to +65*C Relative humidity range 4% to 100%(condensing) Connector type (IQ7-60-2-US R IQ7PLUS-72-2-US) MC4 (or AmpheW H4 UTX with additional Q-DCC-5 adapter) Connector type (107-60-B US 81Q7PLUS 72-8-US) Friends PV2 (MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: PV2 to MC4: order ECA-S20-S22 PV2 to UTX, order ECA-S20-S25 Dimensions (WxHxD) 212 mm x '75 Trim x 30 2 mm (without bracket) Weight 1.08 kg (2.38 Ibs) Cooling Nat;;rai convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environmental category f UV exposure rating NEMA Type 6/ outdoor FEATURES Communication Power Line Commanicaliion (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class 0, CANICSA-C22.2 NO, 107,1-01 This product Is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, or AC and DC conductors. when installed according manufacturer's instructions. I. No enforced DC/AC ratio.Seethe compatibility calcutator at helps atpnoha .a gumten- aWtGLOLtttntxiukfl-p3ttnpfltlbl{i[y 2. Nominal voltage range can be extended beyond nominal if required by the utility. 3. Limits may vary. Refer to local requirements to derne the number of mleminverters per branch m your area. To learn more about Enphase offerings, visit enphase.corn ENPHASE SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELO, NJ (732)902-622.1 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING rrrrrr��! I NO P {'867 r IM' Sr 'rrr s Q�� t OPi DA *0AIIAL L V�f artt.•- SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347)580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LIS LIS 350NIC-VS 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I iNMAL DATE: 8/14/2020 DESIGNER: GCP REV: DATE: DESIGNER: REV: DATE: DESIGNER: INVERTER SPECIFICATION PV— 3 ■ M =hnr�rans� L-11PI 10,>c IQ Combiner (X-IQ-AM1-240-3) ELECTRICIAL PL: a-_.rr ��c� rO�e✓� The Fnnha-Se IQ C:nmhiner 3'" with FnphaSe 10 Envoy' consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre -wired solution for residential applications. It offers up to four 2-pole input circuits and Eaton BR series busbar assembly. Smart Includes 10 Envoy for communication and control Flexible networking supports Wi-Ft, ! Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring UL LISTED To learn more about Enphase offerings, visit gJJRhase C4tn Simple Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not Included) 80 A total PV or storage branch circuits Reliable Durable NRTL-certified NEMA type 3R enclosure Five-year limited warranty UL listed ENPHASE Enphase IQ Combiner 3 MODEL NUMBER 10 Combiner 3 IQ Combiner 3 with Enphase 10 Envoy" printed circa+t board for integrated revenue grade as` X-IQ-AMt-240-3 production metering (ANSI C12.20 +/- 0.5%) and optional" consumption monitoring (�/- 2.5 -. ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Enphase Mobile Connect' CELLMODEM-03 (4G/12-year data plan) Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01 (3G/5-year data plan) microinverters. (Available In the US, Canada, Mexico, Puerto Rico, and the US Virgin islands, CELLMODEM-Mt (4G based LTE-M/5-year data plan) where there is adequate cellular service in the installation area.) Consumption Monitoring• CT yT-LIi D'3PLIT Split core current transformers enable whole home consumption metering (+`- 2.5%). • Cansumpttr mrtifotlng is requ d nor Enpl—Storage systdns Wireless USB adapter Installed at the t0 Envoy. For communications with Epphase Encharge" storage and Enphase COMMS-KIT-01 Enpower' smart switch. Includes USB cable for connection to IQ Envoy or Enphase IQ Combiner - and allows redundant wireless communication with Encharge and Enpower. Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230. BR240, BR250. and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole.10A, Eaton OR210 BRK-15A-2 240 Circuit breaker, 2 pole,l5A. Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton aR220 EPLC-01 Power line carrier (communication bridge pair), quantity -one pair XA-PLUG-120.3 Accessory receptacle for Power Line Carrier in IQ Combiner 3 (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton BR series busbar rating 125 A Max. continuous current rating (output to grid) 65 A Max. fusetcircuit rating (output) 90 A Branch circuits (solar and/or storage) Up to four 2-pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with 40 Envoy breaker included Production Metering CT 200 A solid core pre -installed and wired to 10 Envoy MECHANICAL DATA Dimensions �WxHxp} -- 5 x 37.5 x 16 B em (19-5• x 14.75• x 6.63'). Height is 21.06' (53.5 cm with mounting brackets) Weight 7.5 kg (16.5 Ibs) Ambient temperature range -40n C to +46° C (-40° to 115- F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NlITL-certified. NEMA type 3R, polycartlonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors Main lug combined output: 10 to 2/0 AWG copper conductors Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated WI-Fi 1302 i l b/g/n Ethernet Optional, 802.3, CatSE (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or GELLM0DEM-M1 14G based LTE-M) (not included) COMPLIANCE Compliance, Combiner - UL i741, CANlCSA C22 2 No 107.1, 47 CFR, Part 15, Class B, ICES 0'03 Production metering- ANSI C12 20 accuracy class 0.5 (PV production) Compliance, 10 Envoy UL 60601-1/CANCSA 22.2 No. 61010.1 To learn more about Enphase offerings, visit ( e C= E N P H A S 0 momentum SOLAR PRO CUSTOM SOLAR LUC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING \``l1`�11AL t1f/r�oflf� \°�\ ••'r'''41 �O'f ul' Ervs� Ito E86 ,53 , Q STATE OF w�4rrip offt L E� 100 fill SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347)580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US I PROJECT INFORMATION I I INITIAL I DATE: 8/14/2020 1 DESIGNER: GCP I IREV: DATE: IDESIGNER: REV: DATE: I DESIGNER: MBINER BOX SPECIFICATIO PV- 3.3 PLAN KEY PV-i COVER PAGE PV-2 SITE PLAN PV-3 PANEL SPECIFICATION PV-3.1 PANEL LOAD TESTING RESULTS PV-3.2 INVERTER SPECIFICATION PV-3.3 COMBINER BOX SPECIFICATION PV-3.4 JUNCTION BOX SPECIFICATION PV-3.5 ATTACHMENT DETAIL PV-3.6 STRUCTURAL CALCULATION PV-3.7 SEALANT SPECIFICATION PV-3.8 SEALANT SPECIFICATION CONT. PV-3.9 CONDUIT SUPPORT SPECIFICATION PV-4 THREE LINE DIAGRAM PV-4.1 ELECTRICAL NOTES PV-4.2 EQUIPMENT LABELS PV-5 STRUCTURAL CERTIFICATION BUILDING INFORMATION/B.O.M. # STCRi Es /j iL' ROOF AREA 2555 P.V. AREA 559 ROOFING TYPE S CONCRETE TILES ROOF PITCH 13 # RAILS 26 # L-FOOT ATTACHMENTS 59 # MODULES 31 # INVERTERS 31 # SKIRTS 11 # ENPHASE COMBINER BOXES 1 EATON 60A FUSIBLE SOLAR AC DISCONNECT 1 50A FUSES 2 50A BACKFEED BREAKER 1 SYSTEM INFORMATION MODULE LG LG 350N1C-V5 AP INVERTER ENPHASE IQ7PLUS-72-2-US RACKING SNAPNRACK ULTRA RAIL 60 SYSTEM 2-RA L SYSTEM SIZE (DC) 10.85 KW LOCATION 25.8724431,-80.2008005 momentum ROVED BY DATE SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, N? N N V (732)902-6224 ^� MOMENTUMSOIAR.COM I` �J PROFESSIONAL ENGINEERING i i CTURHL a 0 ELEi_'TRTA! LG LG 350NlC-VS 350 WATT MODULE PLLs"t"tD ► r r i� j� 66.4" X 40 X 1.57" (SEE DATASHEE'T) GENERAL NOTES: THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING E ; � SKATE ¢3F = �� STRUCTURES OF THE ASCE 7-10, 6TH EDITION 2017 FLORIDA RESIDENTIAL CODE, 6TH ITION 2017 LO ID �"� ` . A 4i,� BUILDING CODE, 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE, NEC j0-1*Aa•AL ORDINANCES. is 01-0AN,E ; ;H. -LL E cR,A '�//©NAL,�`��`, ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION THE REG TO, JSOLARIEQUIPt4ENT4% , 10: S. INSTALLATION OF SOLAR EQUIPMEN F SHALL BE FLUSH MOUNTED, PARALLEL TO AND -NO MORE THAN 6-INCHES7_� ABOVE THE SURFACE OF THE ROOF FOR SLOPED ROOF AND NO MORE THAN 10-INCHES ABOVE THE SURFACE OF THE ROOF FOR FLAT ROOF. ANY PLUMBING VENTS ARE NOT TO FIE CUT OR COVERED FOR SOLAR EQUIPMENT INSTALLATION. ANY RELOCATION OR MODIFICATION OF -!-HE VENT REQUIRES A PLUMBING PERMIT AND INSPECTION. SOLAR CONTRACTOR ALL DESIGN, CALCULATIONS ARE PERFORMED BY DANIEL DUNZIK REGISTERED ARCHITECT. FLORIDA STATE CAMERON CHRISTENSEN STATUTE 471.003(3) PROVIDES THAT LICENSED ARCHITECTS ARE EXEMPTED FROM THE PROVISIONS OF CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR CHAPTER 471 ENGINEERING AND NOT PRECLUDED FROM PERFORMING ENGINEERING SERVICES FOR INTEGRATED 5728 MAJOR BLVO. SUITE 307, ORLANDO FL. 32819 CUSTOMER INFORMATION SYSTEMS AND SERVICES THAT ARE INCIDENTAL TO THE DESIGN CONSTRUCTION OR ALTERATION OF BUILDINGS AND STRUCTURES FOR HUMAN HABITATION. ESTEBAN MONTES - MS55074 INVERTER PLACEMENT: 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 SYSTEM UTILIZES "ENPHASE" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL LOCATED ON THE BACK SIDE PVSYSTEM INFORMATION OF EACH MODULE. SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350NlC-V5 STRUCTURAL STATEMENT: — 31 INVERTERS: ENPHASE IQ7PLUS-72-2-US THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT & SHEAR.EXISTING RAFTER SIZES & DIMENSIONS CONFORM TO 6TH EDITION 2017 PROJECT INFORMATION FLORIDA RESIDENTIAL CODE, 6TH EDITION 2017 FLORIDA BUILDING CODE SECTION 1512 THROUGH 1525 AND SECTION 1616 THROUGH 1626 FOR HIGH VELOCITY HURRICANE ZONES. INITIAL DATE: 8/14/2020 DESIGNER: GCP FSEC CERTIFICATION STATEMENT: REV: DATE: DESIGNER: REV: DATE: DESIGNER: PER FL. STATUE 377.705 (REVISED 71112017), I, MINA A. MAKAR PE# 86753, Certificate of Authorization #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND COVER PAGE ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2017 9)1/_ O MSP 15'-11" U ELECTRICAL EQUIPMENT RAFTER SP/ 24" O.C. 29'-41" 10 2'-10" 24'-11" yr1 A o0l PZ`I �! PZ2 �o -I jR1' CLAMPING MAX SPACING IN ZONE 1 72" O.0 FRONT OF RESIDENCE AND IN ZONE 2 AND ZONE 3 48" O.0 NW 106TH ST SITE PLAN SCALE: 3/32" = 1'-0" / J�BOx PZ2 P PZ2 / 0 LLJ i l7 w LR2 5'-7" , PZ3 18'-1 2" el ROOF PANEL COUNT TILT R1 17 13° R2 6 14° R3 8 13° NOTE: 1, ROOF COVERING MATERIAL IS COMPOSED OF S CONCRETE TILES 2. EXACT ATTACHMENT LOCATION AND QUANTITY OF ATTACHMENTS ARE BASED ON EXISTING RAFTER LOCATIONS OBTAINED FROM FIELD MEASUREMENTS.. THE LOCATION AND QUANTITY OF ATTACHMENTS MAY VARY BASED ON RAFTER LAYOUT START POINT, SPACING VARIATIONS AND ROOFING TYPE. VERIFY IN THE FIELD ALL RAFTER LOCATIONS AND ADJUST LAYOUT AS REQUIRED. A TILE ROOF WILL PRODUCE A STAGERED ATTACHMENT LAYOUT BECAUSE OF EXISTING STAGERED TILE JOINT LOCATIONS 3. EXISTING RESIDENCE EQUIPPED WITH SMOKE/CO DETECTOR IN AND OUTSIDE OF ALL SLEEPING ROOMS HARDWIRED AND INTERCONNECTED AS PER FEDERAL LAW 46'-0" AZIMUTH SHADING 178° 84% 88° 358° ELEI—Tp r! r Vl �Piljaov�� SYMBOL LEGEND MSP MAIN SERVICE PANEL SUB -PANEL /SPA U UTILITY METER mom DI SOLAR AC DISCONNECT UDC UTILITY DISCONNECT LC LOAD CENTER N3R NEMA 3R BOX W/ ENVOY-S CB COMBINER BOX MODULE CHIMNEY SKYLIGHT x VENT L Q 1 PIPE VENT 90% r �14� momentum SOLAR 90% PRO CUSTOM SOLAR LLC O.B.A. MOMENTUM SOLAR 3096 HAMILTON BLVD, SOUTH PLAINFIELD, NJ t732?902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING f ,,NO P 867 =_ O • STATE OF �` fff;s/QiVAL SOLAR CONTRACTOR CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 CUSTOMER INFORMATION ESTEBAN MONTES - MS55074 137 NW 106TH ST MIAMI SHORES, FL 33150 (347) 580-2918 PV SYSTEM INFORMATION SYSTEM SIZE (DC): 10.85 KW 31 MODULES: LG LG 350N1C-V5 31 INVERTERS: ENPHASE IQ701 U5-72-2-11S FAN SATELLITE DISH INITIAL FIRE SETBACKS AS PER 6TH EDITION 2017 FFPC REV: MIN 3'x3' GROUND ACCESS POINT REV' - I PITCH DIRECTION WIND PRESSURE ZONE LINES PROJECT INFORMATION DATE: 8/14/2020 DESIGNER: GCP DATE: DESIGNER: DATE: DESIGNER: SITE PLAN lzm