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RC-18-1917Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-7-18-1917 Permit Type: Residential Construction Pertill't Work Classification: Solar Permit Status: APPROVED Issue Date: 8/2/2018 1 Expiration: 01/29/2019 Project Address Parcel Number Applicant 1080 NE 105 Street 1122320280090 VERONIQUE LESTRADE SFARA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone VERONIQUE LESTRADE SFARA 1080 NE 105 Street (305)799-2006 MIAMI SHORES FL 33138-2106 Contractor(s) Phone Cell Phone GOLDIN SOLAR, LLC (305)469-9790 roved: In Review Date Approved:: In Review Date Denied: Type of Construction: FINAL INTERCONNECTION - GRID Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount CCF $30.60 DBPR Fee $22.59 DCA Fee $15.06 Education Surcharge $0.00 P&Z Review Fee $0.00 Permit Fee $0.00 Plan Review Fee (Engineer) $0.00 Scanning Fee $0.00 Technology Fee $0.00 Total: $68.25 Cell Valuation: $ 50,199.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-7-18-68247 08/02/2018 Credit Card $ 68.25 $ 0.00 Avaname i Inspection Type: Final Solar Review Building Review Structural Review Planninq In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that construction and zoning. Futhermore, I authorize the above -named contractor to dy.tlJe Authorized Signature: Owner / Applicant / Contractor r Agent Building Department Copy August 02, 2018 in compliance with all applicable laws regulating ust 02, 2018 1 N Miami Shores Village RECEIVED Building Department JUL 17 2013 t)t/ (d 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 \(� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 41�1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Id $0 �Aime t Shores, FL 3313$ p City: Miami Shores County: Miami Dade Zip: 3 3 / 39 Folio/Parcel#: Z• Z 3 Z- O Z 9^ 0090 Is the Building Historically Designated: Yes NO X Occupancy Type: re-s Load: Construction Type: PVSol G r Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): V e(0n 9 ve 12 Sfr"'.QQ Phone#: 3 0 S- 7 9 Z'Od Address: 1090 N 6 10 'C' S+ City: M l COA ► S O f S State: FL_ Zip: 3 31 3 O Tenant/Lessee Name: /V I A Phone#: Email: V, L t' A-c , C.O rA CONTRACTOR: Company Name: GO n S o (c,Lr L L C Phone#: 30S Ll % q-q 79d Address: 3 '1 y 7 PJ2_rc-I V o.-_� AV-4-- City: Mk M t AAA A ( /r State: F In Zip: 3 313 3 Qualifier Name: D �r-Q✓i lT0 d I n r Phone#: G V J State Certification or Registration M G Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:_ City: State: Zip: Value of Work for this Permit: $ S D I Q i • 0 O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I Vl S �``�� i Or) O -F I Ste. �I K w�, q r � 1'I g g / roof M 0 ul feJ� P V S0(0.r S y Ste✓► Specify color of color thru tile: Submittal Fee $ LJ—' Permit Fee $ CCF $ _ - 66 CO/CC $ Scanning Fee $ Radon Fee $ 0(0 DBPR $ 2 2 • 'Sri Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) i �!�• JQlaQ. IN�. 12K iq. 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified 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 42� OWNER or AGEN The foregoing instrument was acknowledged before me this day of 7v� 20 14y , by S''— w!"P is sonally n n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************* APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of (.l l 20 �'g , by 1�(.It'E'rl Ci-f In , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: , } m? Seal: S � Plans Examiner f" Structural Review �"Sy ��Notary Public State of Florida Madelin Rojas y c My Commission GG 157509 '?oi�o`A Expires 11/05/2021 as ********* _ Zoning Clerk (Revised02/24/2014) GOLDIN SOLAR n l �'-� — M 1L -4 — L-A A x rrr PHOTOVOLTAIC (SOLAR) INSTALLATION AGREEMENT THIS "AGREEMENT" made this _3_ day of Month _July . Year _2018_ by and between Goldin Solar, LLC, Florida State license no. CVC56965 hereinafter referred to as "CONTRACTOR", and between Owner Name: Veronique lestrade-sfare hereinafter referred to as "OWNER". WITNESSETH, that the Contractor and the Owner for the consideration named agree as follows: ARTICLE 1. SCOPE OF THE WORK The Contractor shall furnish all the labor and materials to perform all of the work shown on the described specifications and plans which are referenced and incorporated herein to install a Photovoltaic System otherwise described in this ARTICLE 1 (hereinafter the "Work"), on property located at (hereinafter "Property'): 1080 NE 1051' ST Miami Shores, FL. 33138 1. Design, procure and install a _46_ panels, Brand _LGN1C-AS (335_ W/Panel) modules (_15,430_Total Watts Win total) grid -tied photovoltaic system, utilizing SolarEdge inverter(s) and _46 SolarEdge DC power optimizers. If the specified panels become unavailable in the South Florida market at a commercially reasonable price, Goldin Solar reserves the right to substitute the panels to provide required total kW of power as outlined in this contract. Tree removal/trimming/relocation not included. 2. The number of PV modules and power capacity in kW as described In provision 1 of Article 1 above is based on the initial site visit. If during the detailed engineering and design phase or permitting with the local building department it is found that fewer modules can fit on the premise than originally planned, the Owner will be credited in the form of a deductive change order, deducting from payment 2 as outlined in Article 4 (or from total if financed), in the appropriate dollars per watt amount that this contract is based on ( 3.29_$/W). ARTICLE 2. TIME OF COMPLETION The work to be performed under this Contract shall be commenced after a) contract signature by Owner, and b) receipt of the initial payment by Owner. The Work shall be substantially completed usually within 12-16 weeks from the commencement date. The completion date may vary due to project conditions, changes in the work, weather, material availability, force majeure, etc. Owner agrees that Contractor shall not be liable for any form of delay damages based upon Contractor caused delay or delay caused by others and any such delay damages are waived and released by Owner against Contractor. ARTICLE 3. CONTRACT PRICE The Owner shall pay the Contractor for the work to be performed under the terms of the Contract the sum of $ ( 50,699 Dollars) subject to additions and deductions pursuant to authorized change orders. ARTICLE 4. PROGRESS PAYMENTS This project will be financed by: NA and is subject to: NA terms. Final payment will be due after completion of on -site Installation of the solar modules, inverters and obtaining final approval for permit inspection from the authority having jurisdiction (hereinafter "AHJ") over for the Project. Interconnection with utility company may take several weeks after installation of system. The Owner understands that final payment will not be withheld by any person or entity due to utility interconnection. It is the sole responsibility of Owner to fulfil its obligations to financing company. Owner is obligated to ensure payment to Contractor irrespective of Owner's account standing with its Page 1 of 13 Owner initials: Contractor initials: P—>_ GOLDIN SOLAR financing company. The Owner is exclusively responsible for timely making all payments due hereunder to Contractor. Time is of the essence regarding all payment obligations of the Owner. 25%- Down payment - $12,674.75 55%- Permit is obtained - $27,884.45 20%- All permits closed - $10,139.80 ARTICLE 5. GENERAL PROVISIONS Plans/Permitting/Licensing 1. All work shall be completed in a workman like manner and in compliance with all building codes and other applicable laws as governed by the local AHJ (Authority Having Jurisdiction). 2. To the extent required by law, all work shall be performed by individuals duly licensed and authorized by law to perform said work. Goldin Solar, LLC is a licensed solar contractor: Florida license #CVC56965 3. Contractor, may at its discretion, engage subcontractors and others to perform work hereunder, provided contractor shall fully pay said subcontractor and in all instances remain responsible for the proper completion of this contract. 4. Contractor shall at its own expense obtain all permits necessary for the Work to be performed under this Contract. In the event that existing portions of the building are inconsistent with the records of the AHJ and the AHJ requires reconciliation of existing building documentation, contractor will not be liable for reconciliation of existing building documentation with AHJ. Moreover, Owner shall be responsible for any and all code upgrades or modifications and all costs related thereto, regarding its existing property, including but not limited to, the roof or electrical system should any such upgrades be required by the AHJ. 5. CONTRACTOR will obtain and pay for all required building permits and OWNER will pay assessments and charges required by public bodies and utilities for financing or repaying the cost of sewers, storm drains, water service, and other utilities including charges for sewer and storm drain reimbursement, revolving funds, hookup, and other similar charges. Unless otherwise specified, work does not Include any changes or alterations from the drawings or specifications that may be required by any public body, utility, or inspector. CONTRACTOR, at CONTRACTOR's option, may alter specifications only so as to comply with requirements of governmental agencies having jurisdiction over same. The cost of any alteration undertaken to comply with any such requirements shall be in addition to the Contract price specified herein. Additional work/Contract Modification 6. If Owner, Construction Lender, or any public body or inspector directs any modification or addition to the work covered by this Contract, the charge for that extra work shall be determined in advance and the cost shall be added to the Contract price in addition to CONTRACTOR's usual fee for overhead and profit. OWNER shall make payments for all extra work as that work progresses, concurrently with regularly scheduled payments. CONTRACTOR shall do no extra work without the prior written authorization of the OWNER. Any authorization for extra work shall show the agreed terms and shall be approved and signed by both parties. 7. Unless specifically included in this Contract, electrical work shall not involve a change to any existing service panel other than the addition of circuit breakers or fuse blocks to distribute electric current to new outlets. This Contract does not Include changes to existing wiring in areas undisturbed by alterations. All existing electrical wiring systems are assumed to be, and OWNER represents them to be, adequate to carry the load Imposed by existing work. Any work necessary to correct these existing conditions shall be an extra work item subject to Paragraph 6 of this Contract. Page 2 of 13 Owner initials: Contractor initials: Q� GOLDIN SOLAR 8. There shall be a reasonable allowance on all dimensions specified in work plans. All sizes are outside approximate sizes. If there is any conflict between sketches, renderings, views, pictures, plans, blueprints, etc., and the terms of this Contract, then this Contract shall be controlling. CONTRACTOR is not responsible for any existing illegal conditions. CONTRACTOR is not responsible for any unusual or abnormal concrete footings, foundations, retaining walls, or piers required, or any unusual depth requirements, such as, but not limited to, conditions caused by poor soil, lack of compaction, hillside, or other slope conditions. CONTRACTOR may, but is not obligated to, correct those conditions. All work necessary to correct abnormal conditions that is required by public bodies shall constitute an extra work item and the cost shall be in addition to the Contract price specified herein. Insurance and liabilities 9. Contractor is presently insured under the following types of insurance policies: 1) commercial general liability; 2) workers compensation, and 3) automotive liability. 10. The liability of the Contractor shall be limited to the area of installation for the photovoltaic system as outlined by the plans permitted by the AHJ. a. Contractor shall also not be liable for the present condition of or existing damage to the existing property, including but not limited to old, deteriorated or Improperly installed sub -roofing, roof covering or supports, siding, exterior cove ring/pa Intl ng. b. Contractor's aggregate monetary liability shall be limited to amounts paid by the Owner to Contractor under this agreement. Any claims or alleged damages above and beyond said contract price are hereby waived and released by Owner. c. Contractor specifically disclaims and disavows any alleged claims or representations of any guaranteed output of the installed system, including any claims made orally or in writing by the Contractor or its employees or agents. This Agreement, along with any exhibits, schedules, and amendments hereto, encompasses the entire agreement of the parties, and supersedes all previous understandings and agreements between the parties, whether oral or written. The parties hereby acknowledge and represent, that they have not relied on any representation, assertion, guarantee, warranty, collateral contract or other assurance, except those set out in this Agreement, made by or on behalf of any other party or any other person or entity whatsoever, prior to the execution of this Agreement. The parties hereby waive all rights and remedies, at law or in equity, arising or which may arise as the result of a party's reliance on such representation, assertion, guarantee, warranty, collateral contract or other assurance. d. The Owner waives all claims against Contractor for all consequential damages arising out of or relating to this Contract. This waiver includes but is not limited to: damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons. e. Contractor has at the time of site visit informed Owner that area proposed for solar is subject to partial shading, and some tree trimming (not performed by Contractor) will be required for maximum output performance. f. Contractor will not be liable for any default, delay or failure in the performance under this contract due to Force Majeure. Force Majeure cannot be attributable to fault or negligence on the part of the party claiming Force Majeure and must be caused by things beyond parties reasonable control. Use of Premise 11. OWNER shall grant free access to work areas for workers and vehicles and shall provide areas for storage of materials and debris. OWNER agrees to keep driveways clear and available for movement and parking of trucks during scheduled working hours. OWNER shall be responsible for securing all entrances to the jobsite in a manner adequate to prevent persons other than OWNER, CONTRACTOR, and any authorized workers or material suppliers from gaining access to that site. CONTRACTOR shall be responsible, at the end of every workday, for storing all equipment and materials in the facilities provided by Owner. CONTRACTOR shall not be liable for damage to driveways, walks, lawns, shrubs, or other vegetation by movement of trucks, workers, equipment, materials, or debris. Page 3 of 13 Owner initials: Contractor initials: G GOLDIN SOLAR °• w CONTRACTOR shall keep Owner advised as to the hours during which work is scheduled to be performed at the jobsite. If Owner denies access to any worker or supplier of materials during scheduled working hours, then Owner will be deemed in breach of this Contract and subject to liability for any damages caused by the breach. 12. During the term of this Agreement, Goldin Solar may erect one temporary sign showing its name, service mark, trade name or other commercial name, identifying Goldin Solar as performing services on the construction project. The sign must be appropriate in appearance, style and size, and must conform to all applicable federal, state and local laws. 13. Contractor agrees to remove all debris and leave the premises in broom clean condition upon project completion. 14. The Owner represents and warrants to the Contractor the following: a. Owner represents and warrants that its property complies with the current Florida Building Code, all prior permits for work at the Property have been inspected, approved, and closed out and there are no existing permit violations regarding the Property. The Owner further represents and warrants that no unpermitted work has taken place at the Property. b. Owner represents and warrants that there are no existing roof leaks and the roof is in adequate condition to receive the Work hereunder. c. Owner represents that there is no termite damage or structural problems with the Property that may prevent the installation or operation of the Work hereunder. d. The Owner represents and warrants that there shall be no other contractors workin at the job site who may interfere with Contractor's work or schedule; and Owner will not execute an additional contract with a different solar contractor after hiring Goldin Solar during the life of the project except upon property termination of this Contract by either party as otherwise described herein. The Owner shall hold harmless, indemnify and defend Contractor from any violation or breach of the above referenced representations and warranties. The Owner shall further pay Contractor any damages incurred by or hon behalf of the Contractor for breach of the above referenced representations and warranties. Additional Time/work Stoppage 15. CONTRACTOR shall start and diligently pursue work through to completion, and shall not be responsible for delay damages. The following delays, among others, shall entitle contractor to a time extension and potential damages, failure of the issuance of all necessary building permits within a reasonable length of time; funding of loans; disbursement of funds into funding control or escrow; acts of neglect or omission by OWNER or OWNER's employees or agents; acts of God; stormy or inclement weather; strikes, lockouts, boycotts, or other labor union activities; extra work ordered by OWNER; acts of public enemy; riots or civil commotion, inability to secure material through regular recognized channels; imposition of Government priority or allocation of materials; OWNER's failure to make payments when due; delays caused by inspection or changes ordered by the inspectors of authorized governmental bodies; acts of independent CONTRACTORs; holidays; or any other circumstances beyond CONTRACTOR's control. Under no circumstances shall Contractor be responsible for delay damages. Contractor may at any time and for any reason terminate this Contract and all services and Work hereunder at Contractor's convenience after written notice to Owner. Upon receipt of the written notice of termination for convenience notice, Contractor shall immediately discontinue the work and placing of orders for materials, facilities and supplies in connection with the performance of this Contract. If Contractor serves said written notice of termination for convenience to Owner, Owner shall be entitled to pick up any materials purchased by Contractor on Its behalf and plans designed for its Project which have been received by Contractor prior to the service of the Notice for Termination for Convenience. Owner shall be entitled to no consequential or incidental damages hereunder. No refund shall be provided to Owner. Contractor shall specifically not be liable for any damages or greater cost to complete with another contractor. Page 4 of 13 Owner initials: Contractor initials: T�6_ GOLSmN=SOLAR 16, CONTRACTOR shall have the right to stop work and keep the job idle if payments are not made to CONTRACTOR when due. Time is of the essence regarding all payment obligations by Owner. If the work is stopped, for any reason, for a period of 60 days, then CONTRACTOR may, at CONTRACTOR's option, on five days written notice, demand and receive payment for all work executed and materials ordered or supplied and any other loss sustained, including CONTRACTOR's normal overhead plus a profit of 10 percent of the Contract price. Thereafter, CONTRACTOR is relieved from any further liability. If work stops for any reason, OWNER shall provide for protection of all material on the premises and shall be responsible for any damage, warpage, racking, or loss of that material. Payment Policy/Arbitration 17. Payments are due as outlined in Article 4 of this agreement. In the event that Owner shall fail to pay any periodic or installment payment due hereunder, Owner will be considered in default and/or Contractor may cease work. In this event Owner would be considered in breach of contract pending payment or resolution of any dispute. A rate of 1.5% interest per month or maximum allowable by law, whichever is greater will be assessed to the outstanding balance. In the event contractor engages an attorney for collection of past due amount, Owner shall be liable for all reasonable attorney fees. If any payment remains unpaid for a period of 120 days, Owner grants to contractor the right to enter the property and remove the system or any part thereof. Contractor will provide 15 day written notice of its intent to remove the system and allow this time for Owner to cure the defect. All disputes arising out of or relating to this agreement, breach of agreement or contract work hereunder shall be resolved by binding arbitration in accordance with the rules of the American Arbitration Association under construction industry arbitration rules. The parties recognize and agree that by agreeing to this provision, they are waiving any right they may have to a jury trial. Judgment on the arbitration award may be entered in any court having jurisdiction thereof. In the event of any arbitration or litigation arising from this contract, the prevailing party shall be entitled to recover from the non -prevailing party, its costs and reasonable attorneys' fees. 18. Early contract termination: The Owner has the right to terminate this agreement without incurring any cost or consequence within (3) business days of singing this agreement — see last page of this agreement. Should the Owner elect to terminate this agreement after the aforementioned (3) business day "right to cancel" and prior to the contract fulfilment/payment early contract termination will take place as follows: Owner will notify Contractor in writing of his or her intention to terminate the agreement. Contractor will reply in writing to Owner confirming that the Owner's intent to terminate has been received and will note the project stage at the time the request to terminate was received. Upon early termination, Owner will be liable to pay Contractor for work performed up to accepted termination date. The termination date will be considered the date that Contractor has replied to Owner acknowledging their intent to terminate. The Owner's financial liability to contractor resulting from early termination will be in accordance with the following table: Project Phase of Early Termination financial Liability of Owner to Contractor 1. Prior to performance of site survey $1,000 administrative fee + acquisition cost (20% of contract value) 2. After site survey has taken place, prior to $1,500 administrative fee + site commencement of detailed engineering survey fee + acquisition cost (20% of contract value) 3. After site survey and detailed engineering have taken $3,000 administrative fee + site place, prior to submission of plans to building survey fee + detailed engineering fee department for permitting + acquisition cost (20% of contract value) 4. After site survey and detailed engineering have taken $5,000 administrative fee + site place and plans have been submitted to permitting survey fee + detailed engineering + permitting + project material value + Note: if Owner cancels at this phase, they will be entitled to the acquisition cost (20% of contract Page 5 of 13 Owner initials: Contractor initials: G6f-DIN SOLAR materials purchased for them for this project, but will be value) required to pick up said materials from Goldin Solar, Central FL location After construction has commenced, contract cancelation will not be accepted and Contractor will fulfil its obligations to complete work and close out permit subject to the terms and conditions herein. Owner will grant Contractor free and clear access to the property to allow Contractor to complete construction. Should Owner elect to terminate the agreement early as outlined in steps 1-5 above, Contractor will send Owner invoice for expenses incurred per the above table. Owner will have (10) calendar days to issue payment to Contractor upon invoicing, and this payment will be due in full regardless of any financing intentions. If payment is not received in (10) calendar days, a rate of 1.5% interest per month or maximum allowable by law, whichever is greater will be assessed to the outstanding balance. 19. Failure to respond in a reasonable time to requests for information or unreasonable delays on part of Owner, determined at the sole discretion of Contractor, will be deemed to constitute early contract termination. Once contractor has received a permit from building department, Contractor will notify Owner that the permit has been received and will schedule a date to commencement construction work.. Owner may delay said construction commencement date a maximum of (30) calendar days from the original commencement date requested by contractor. If Owner either delays commencement date by more than (30) calendar days or does not respond to contractor's requests to schedule commencement, the contract will be deemed in default and subject to the cancelation terms outlined in article 18 above. In particular, if owner does not permit construction commencement within (30) days of permit issuance and notification by contractor, early project termination phase number 4 above will be deemed, without the service of any written notices If the Owner schedules a delivery date with Contractor, and the materials cannot be delivered on said date due the Owner's availability or by a failure caused by the Owner, and the Owner fails to reschedule a delivery date in advance of the prior date, a redelivery fee of $500 will be assessed by Contractor against Owner. Corrective or Repair Work 20. If minor items of corrective or repair work remain to be accomplished by CONTRACTOR after the project is ready for occupancy, CONTRACTOR shall perform the work expeditiously and OWNER shall not withhold any payment pending completion of that work. If major items of corrective or repair work remain to be accomplished after the building Is ready for occupancy, and the aggregate cost of that work exceeds one percent of the gross Contract price, then OWNER, pending completion of the work, may withhold payment of a sufficient amount to pay for completion of the work, but shall not withhold any greater amount. Warranty �L 21. Contractor warrants the installation of the system against defects in workmanship for a period of Eleven Wyear following the conclusion of installation, starting on the day that the AHJ grants the final inspection approval. The warranty covers workmanship of the PV system. This warranty does not cover force majeure, damage caused by others which shall include but not be limited to, falling trees or branches, power outages, or normal wear and tear or the roof, roof shingle failure, sub -structure failure, siding or electrical system failure. The warranty does not cover damage caused by animals or by improper maintenance of the structure or the system or by any action of parties other than the Contractor. In the event the Owner discovers a defect within the warranty period, Owner shall notify Contractor in writing describing the nature and extent of the defect. Contractor will correct the defect covered by the warranty and repair the system at no additional cost to the Owner. If a part repair or replacement is required, Owner shall cooperate fully with Contractor for a safe and efficient repair. Contractor makes no express or implied warranty, except as expressly outlined in this contract. Installed PV system parts (PV modules and the inverter) have their own manufacturer warranty for a period greater than the warranty specified under this provision. In the event that PV modules or the inverter require repair or replacement beyond the Contractor's warranty, but within the material Page 6 of 13 Owner initials: Contractor initials: D6 GOLDIN SOLAR manufacturer's warranty, the Contractor will support the Owner in the process of repair or replacement of the manufacturer warranted materials, however an appropriate labor cost will be assessed. No Consequential Damages & Limitation of liability 22. Goldin Solar's liability to you under this agreement shall be limited to direct, actual damages only. You agree that in no event shall Goldin Solar shall be liable for any consequential, incidental, punitive, exemplary, special or indirect damages. Indemnity 23. To the fullest extent permitted by law, you shall indemnify, defend, protect, save and hold harmless Goldin Solar, its employees, officers, directors, agents, successors and assigns from any and all claims and third party claims, actions, cost, expenses (including reasonable attorneys' fees and expenses), damages, liabilities, penalties, losses, obligations, injuries, demands and liens of any kind of nature arising out of, connected with, relating to or resulting from your negligence or willful misconduct; provided, that nothing herein shall require you to indemnify Goldin Solar from its own gross negligence or willful misconduct. The provisions of this Paragraph shall survive termination or expiration of this Lease. This Indemnity shall be limited in amount to $250,000.00, which the parties agree is a commercially reasonable amount. This provision shall be deemed to be included with in the parties "bid documents." Severability 24. The provisions of this Agreement shall be severable in the event that any of the provisions hereof (including any provision within a single section, paragraph or sentence) are held by a court of competent jurisdiction, or arbitrator, to be invalid, void or otherwise unenforceable, and the remaining provisions shall remain enforceable to the fullest extent permitted by law. Furthermore, to the fullest extent possible, the provisions of this Agreement (including, without limitations, each portion of this Agreement containing any provision held to be invalid, void or otherwise unenforceable, that is not itself invalid, void or unenforceable) shall be construed so as to give effect to the intent manifested by the provision held invalid, illegal or unenforceable. Notice 25. Any notice required or permitted under this Contract may be given by ordinary or electronic mail at the addresses specified in this Contract. If either party changes his or her address, that party shall provide written notice of the change to the other party. Notice shall be considered received one day after it is deposited in the mail with postage prepaid. Contract Integration Clause 26. This document and all documents incorporated by reference constitute the parties' entire Contract. No other Contracts, oral or written, regarding the work to be performed under this Contract exist between the parties. This Contract shall be construed in accordance with, and governed by, the laws of the State of Florida. 23. The system inverter can be connected to the internet to allow for monitoring of energy production. Internet connectivity will be provided with wireless kit to connect inverter to wireless internet. Wireless communication kit — included 24. OPTIONAL SYSTEM MAINTENANCE AND MONITORING: Goldin Solar offers a monitoring and maintenance plan, which includes periodic monitoring of system performance via the internet, and an annual system inspection, maintenance and preparation of a report for the ePf iu ining system performance relative to the predicted performance. The maintenance plan cost is $ r .00 per year. Number of years desired maintenance plan: Maintenance plan cost added: Page 7 of 13 Owner initials: k Contractor initials: a GOL-DIN$OLAR it, Solar Attic fan: Watts: Price: Initial: u�-, 25. Contractor will cause a licensed design professional to prepare engineering and design as required by AH1 to commence construction in compliance with all appropriate codes as otherwise required for the Work hereunder and as specified herein If additional structural support is needed as determined by structural engineer, with an associated cost, Contractor will obtain a change order from the Owner for the additional amount. 26. Contractor will call for final inspection as required by AHJ. At the time that the final inspection is passed, final payment (payment 3) is due. Technical Disclosures 27. There is great deal of information to understand about solar energy science, technology, power production and rules, and policies that govern solar locally before deciding to go solar. We feel that there are a few items in particular that are critical to understand. Please Initial next to each of the following to indicate that you have been informed about said item and attained understanding of it. By initialing each item, you acknowledge that you have had sufficient opportunity to ask and learn about these Items. a. Unless explicitly stated in this agreement, the type of solar system that is being contracted is known as a "grid -tied" solar system. This means that battery backup is not included, but may be added on a future date. Grid -tied solar systems will receive a net -meter from the local utility after the installation is complete and permit has been closed out. A grid tied solar system without battery backup may be net -zero but does not provide the home with energy in the event of a power -outage, as the solar inverter will automatically shut down in the absence of power from the grid. This is known as "anti-islanding" and is in place to protect the lives of powerline workers (it prevents back -feed of current to a grid that is down and worked on). For the solar system to function as a power source for backup in a power outage, backup batteries will be necessary. Initial:,_ Initial: b. The net -meter installation by the local power utility will require an "Interconnection Agreement" between the Owner and the utility. The Interconnection Agreement will govern the terms of the net metering relationship between the Owner and utility. The particular details of the interconnection agreement will vary from utility to utility, and based on the size of the solar system in kW (Tier 1, Tier 2 or Tier 3) that is being Interconnected. The interconnection agreement required by the utility may be accompanied by a one-time fee for the net meter and insurance requirements. Owner has reviewed and understands the Interconnection agreement required by their local utility for their relevant solar system size. Solar insolation is an inconsistent energy source which varies seasonally and with daily weather fluctuation. The power output of the solar array is also a function of the tilt and orientation (azimuth) of the solar installation. For maximum energy production, it is important to keep the solar panels free of shade caused by trees, buildings or other sources. Contractor is not responsible for tree trimming or any other shade prevention. For this reason, contractor does not guarantee system power output. However, contractor does provide estimated annual energy output in kWh based on system power rating in kW. To understand the total annual kWh energy output for the system contracted herein, match the system power rating as outlined In Article 1, Item 1, with the annual energy output in kWh In the following table: Page 8 of 13 Owner initials: IL Contractor initials: ID G- IS kDIKSOLAR 4.X �• Power Rating of System (kW) Expected Annual Energy Production (kWh) 5 7,592 7 10,629 10 15,184 12 18,221 15 1 22,776 20 30,368 25 37,960 The above table is based on 5.2 Peak Sun Hours per day, which Is the average daily solar insulation for South Florida, and 80`Yo conversion factor from DC to AC power. Monetary value of energy savings expressed as avoided cost of energy not purchased from utility will vary depending on retail price of energy from the local utility. Initial: litr> d. The solar Federal Investment Tax Credit (ITC) grants a 30% credit against an individual's or business' federal income tax liability. Eligibility for this tax credit will vary on a case -by -case basis. Goldin Solar does not give tax advice and makes no guarantees as to your eligibility to this tax credit. Initial under this paragraph to confirm that you have consulted with your accountant and understand your eligibility to the federal ITC. Initial: Vl Page 9 of 13 Owner initials: Contractor initials: ID& a A Q r. GOLDIN SOLAR 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 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. 3 I Buyer's Signature Date Page 10 of 13 Owner initials: Contractor initials: GOLDIN SOLAR 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: Construction Industry Licensing Board 2601 Blairstone Road Tallahassee, FL 32399-1039 850-487-1395 The Owner's property is governed by a Home Owner's Association Yes No If yes, the Home Owner's Association's Contact Information is Page 11 of 13 Owner initials: Contractor initials:_ GOLDIN SOLAR A 'W Signatories Contractor: Print Name Signature Date Daren Goldin, Owner/Founder Goldin Solar, LLC (305)469-9790 dgoldin@goldinsolar.com 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. Owner: if -I-Ir2 Print Name Signature Date Print Name Address: Phone Email: 1080 NE105th St Miami Shores, FL. 33138 305-799-2006 v.lestrade@mac.com Signature Page 12 of 13 Owner initials: Contractor initials: EXI Date t GOLDIWSOLAR NOTICE OF RIGHT TO CANCEL — DATE: _5/25/18 You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within TEN BUSINESS DAYS following receipt by the seller of your cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller, or if you agree to return the goods to the SELLER and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this Cancellation Notice or any other written notice, or send a telegram to Goldin Solar 3447 Percival Ave Miami, FL 33133 Not Later than Midnight of: 5/30/18 I HEREBY CANCEL THIS TRANSACTION. Buyer's Signature Date Page 13 of 13 Owner initials: Contractor initials: Z?-6- ioS s .7 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Solar Installation Requirements :�, Check type of Solar System to be installed: ❑ Solar ThermalSolar Electrical . ❑ Solar Hybrid Required Inspections: Required Inspections: Required Inspections: PLumbing Solar Final Electrical Solar Rough Electrical Solar Rough Electrical Solar Final Electrical Solar Final Electrical Solar Final Structural Solar Final Structural Solar Final PLumbing Solar Final Structural Solar Final Owner Notification: Installation of roof mounted photovoltaic or solar support systems typically require roof system Penetrations to allow attachment to the structure which may create additional long-term roof system maintenance requirements and/or jeopardize roof system manufacturer's warranties. Roof mounted solar systems generally required removal and reinstallation of solar panels/arrays in order to perform routine roof system maintenance, repair or replacement. f hereby �aqkno w ave reilnd derstand the above notification on this day of '_ 20�. Print owner name V oni �ctSi-rob z Owner signature Property address to /V E �� s f dl/I ; G ,�►�► SkOre S _, Miami Shores, FL Permit # A G — 7 — ( � — f 91 CSrS5bK Notary stamp Print Notary Name 400. YAMILE MEDINA MYCOMMISSION 9 GG164529 �A EXPIRES November 30, 2021 Sri' �Elfllpowered by The-new-IL'� Il A]lf-£5:.solar module from Q CELLS impresses thanks .. to innovative U.21 T RUIQ Technology, which enables. particularly -high • performance on a small surface. Q.ANTUM's-world=record=holding cell .' concept has now been combined with state-of-the-art circuitry half cells •; and a six=busbar design, thus achieving outstanding performance under .. real .conditions -.both with low -intensity •solar radiation as well. as on hot, clear summer days. cam'" ,11:11 �y Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.9%. rl��111 C7 T INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID and Anti P e Hot -Spot Protect and Traceable Quality Tra.QTm EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for hi n (540OPa) and wind loads (4000Pa) regarding IE A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance guarantee2. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. THE IDEAL SOLUTION FOR: ® Rooftop arrays ®Rooftop arrays on residential buildings commercial/industrial � buildings Engineered in Germany 11 olo t QCELLS FFICE4 TOP BRAND PV 0-0- 2018 n Quality Tested I ■ we-Nwdy n ,. OPY 1` ID.40032587 APT test conditions according to IEGTS 62804-1:2015. method B(-1500V, 168h) x See data sheet on rear for further information. QCELLS MECHANICAL SPECIFICATION ° (1685mm x 1000mm x 32mm) Weight 41.2lbs (18.7 kg) Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 20 monocrystalline Q.ANTUM solar half -cells Junction box 2.76-3.35in x 1.97-2.76in x 0.51-0.83in (70-85mm x 50-70mm x 13-21 mm), decentralized, IP67 - .ruwsmnu- U Cable 4mma Solar cable; (+) 2,43.31n (1100mm), (-) 2t43.31n (1100mm) I� Connector Multi -Contact MC4, IP68 °.,.,•,:..m T01°"',..'m ELECTRICAL CHARACTERISTICS POWER CLASS 315 320 325 330 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5 W /-0 W) Power at MPP' PMPP [W] 315 320 325 330 Short Circuit Current' Isc [A] 10.04 10.09 10.14 10.20 E Open Cijqi Vltage' Va IV] 39.87 40.13 40.40 40.66 • • • • 2 Current i6Wel"' • • IMPP [A] 9.55 9.60 9.66 9.71 • • Voltage at MRJ'• : • • • VMPP [V] 32.98 33.32 33.65 33.98 •�•••• Efficiilwy' •••••• n [%] 218.7 219.0 219.3 219.6 • MINIMUM PERFORMANCE AT 11411111111111,111 OPERATING CONDITIONS, NMOT' • • Power I i i 4 • • • • PMPP [W] 235.3 239.0 242.8 246.5 • • •� Short Circuit Cdhent • • • lu [A) 8.09 8.13 8.17 8.22 • •� Open;ircydtlaliage •' • • VW IV] 37.52 37.77 38.02 38.27 • Current at MPP 0 0 0 • IMpp [A] 7.52 7.56 7.60 7.64 • Voltage a1MPP �: • VMPP [V] 31.30 31.62 31.94 32.25 • • tMeasuremen♦ telefa"s,f_ 13%; Iso Vat5% at STC: 1000W/m2, 25t2'C, AM 1.5G according to IEC 60904-3 •2800 W/m', NMOT, spectrum AM 1.5G �' • • 4CELLS PERFORMANCE WARRM T'F • PERFORMANCE AT LOW IRRADIANCE e m oSUM.N,vim M prn,� b Nn ,0 PV wnpnis .nn m. niwa,+a.mn wKm in xo,. m u. s.P�.ne. m,n YEARS At least 98% of nominal power during first year. Thereafter max. 0.54 % degradation per year. In; At least 93.1 %of nominal power up to 10 years. At least 85 % of nominal power up to 25 years. All data within measurement tolerances. .°--------� Full warranties in accordance with the warranty 3 terms of the Q CELLS sales organization of your respective country. - IRRADIANCE [WWI Typical module performance under low irradiance conditions in comparison to STC conditions (25'C, 1000W/m'). TEMPERATURE COEFFICIENTS Temperature Coefficient of Ise a [%/Kl +0.04, Temperature Coefficient of V. p [%/Kl -0.28 Temperature Coefficient of PMPP y [%/Kl -0.37 Normal Module Operating Temperature NMOT [°F] 109 t5.4 (43 t3°C) PROPERTIES1' SYSTEM DESIGN Maximum System Voltage V,,., [V] 1000 (IEC) / 1000 (UL) a Safety Class II Maximum Series Fuse Rating [A DC] r 20 Fiie Rating C (IEC) / TYPE 1 (UL) Max. Design Load, push' [Ibs/ff'] 75-(3600Pa) / 55 (2667 Pa) Permitted module temperature -40°F up to +185°F on continuous duty (-40°C up to +85°C) Max. Test Load, Push / Pull' [lbs/ft'] 113 (5400Pa) / 84 (4000Pa) 2 see installation manual QUALIFICATIONS 1 CERTIFICATES PACKAGING INFORMATION UL 1703; VDE Quality Tested; CE-compliant; Number of Modules per Pallet 32 IEC 61215:2016; IEC 61730:201, application class A Number of Pallets per 53' Trailer 30 C ♦ (`• G."s Number of Pallets per 40' High Cube Container 26 DVE c Pallet Dimensions (L x W x H) 69.3 in x 45.3 in x 46.9 in .1- 2.14.1 (1760mm x 1150mm x 1190mm) Pallet Weight 1415lbs (642kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us solar -•. SolarEdge Power Optimizer Module Add -On For North America P320/ P370/ P400/ P405/ P505 M I,.KI PV power optimization at the module -level — Specifically designed to work with SolarEdge inverters — Up to 25% more energy Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Compliant with arc fault protection and rapid shutdown NEC requirements (when installed as part of the SolarEdge system) — Module -level voltage shutdown for installer and firefighter safety USA-CANADA-GERMANY-UK-ITALY-THE NETHERLANDS-JAPAN-CHINA-AUSTRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY- www.solaredge.us SWEDEN-SOUTH AFR!CA-POLAND-CZECH REPUBLIC solar=eeSolarEdge Power Optimizer Module Add -On for North America P320 / P370 / P400 / P405 / P505 OPTIMIZER MODEL P320 P370 (for higher -power P400 P405 P505 (typical module compatibility) (for high -power 60 and 72-cell (for 72 & 96-cell (for thin film (for higher 60-cell modules) modules) modules) modules) current modules) INPUT Rated Input DC Power' ...................................................................................................................................................... 320 370 400 405 505 W ............ . Absolute Maximum Input Voltage Voc at lowest tem erature 48 60 80 125 83 Vdc MPPT Operating Range .......................... ................. $ " 48............... 8:.60............... 8:.80............. 125: 105 ..... ......12.5 : 83...... ....Vdc.... . Maximum Short Circuit Current (Isc) 11 10.1 14 Adc ........................................................................................ Maximu ITptl Current ......................................................I..........._......... 13.75 12:63 17.5 . Adc ..............�....................... *Maximum &tFeR y • • . 99.5 % .......................•......•............................................................................................ hte41Ef• • !li ..................... % "••' •Wei .... ........•..•..•..................... 'MervoltalACategory ..............9.88 ............................................986 ...... II ..... . • OUTPUT DURING OPERA-PiON41110WER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) • Maximum Output Current • • • • 15 Adc • • • �Nlaximum Output ioltage • • • • ................................................................... 60 85 ............ . Vdc • • • e0UTPUTOURW *STAND9)6WQM{ER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) • • • aSefety Ou"t Voltage per "r . • o . Optimizer • �• • • 1 t 0.1 Vdc ' IA ANDAR COM LNC • • • t�(vIC • • • • • • ......... FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 .............................................................................. ............ . •' • •'S�Ifety • • • • IEC62109-1 (class II safety), UL1741 RoHS • • • ................................................................ Yes ............. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ...................................................................................................................................................................... 1000 Vdc . Compatible inverters ........................................................................................ All SolarEdge Single Phase and Three Phase inverters ............................................................... ............ . Dimensions(WxLxH) 128x152x36/ 128x152x50/ 128x152x59/ 128x152x28/Sx5.97x1.1 mm/in ........................................................................................ SxS.97x1.42 Sx5.97x1.96 Sx5.97x2.32 ..................... ..................... ..................... ............ . Weight (includin cables) ....&.......................... 630 / 1.4 750 / 1.7 845 / 1.9 1064 / 2.3 ..................... ......... ........... .......... . gr / Ib Input Connector .......................................................................................................................................................... MC4(2) ............ . Output Wire Type /Connector ............................................. ..................... . . . . . . Double Insulated; MC4 ............. Output Wire Length ....................... 0:95 / 3.0 1.2 / 3:9 ......I............................................................................. m / ft ............ Operating Temperature Range -40 :+85 / -40 - +185 ............................................. . 'C /'F Protection Rating ............................................ IP68 / NEMA6P ......................................................... ...... ...... . Relative Humidity 0 - S00 °� Izl Rated STC power of the module. Module of up to +5% power tolerance allowed IZI For other connector types please contact SolarEdge PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTERtrx'I HD -WAVE Minimum String Length P320, P370, P400 8 (Power Optimizers) P405 / P505 6 Maximum String Length 25 (Power O timizers) SINGLE PHASE THREE PHASE 208V THREE PHASE 480V ................. ........... 10. 8 25 ................. .............1. 5700 (6000 with Maximum Power per String SE7600H-US, 5250 ... SE10000H .US) ...... Parallel Strings of Different Lengths or OrientatioYes ...............ns............................................................................................. rn For detailed string sizing Information refer to: http://www.solaredge.com/sites/default/files/string_slzfng_na.l)df. I'1 It is not allowed to mix P405/P505 with P320/P370/P400/P600/P700/P800 in one string. Isi A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement 18........... 14 501s1 6000 12750 ............... W .............. solar =@o z SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE1140OA-US The best choice for SolarEdge enabled systems Specifically designed to work with power optimizers Superior efficiency (98%) Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certified, for CPUC Rule 21 grid compliance Small, lightweight and easy to install outdoors or indoors on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Fixed voltage inverter for longer strings Optional — revenue grade data, ANSI C12.1 USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-UK-ISRAEL-TURKEY-SOUTHAFRICA-BULGARIA www.solaredge.us solar=@9 Single Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE1000OA-US / SE1140OA-US SE3000A-US I SE3800A-US I SE5000A-US I SE6000A-US I SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ......................................... ............... .............. ..................................................... 10001)@240V ............ . ................ Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ................................. . ............... .............. .5450 40V , @2 ................................ 10950 @240V, ................. ........... AC OutVoltage Min: Nom: Max.l�1 Out ✓ ✓ 183 - 208 - 229 Vac AC Output Voltage Min: Nom: Max.l'I 211 - 240 - 264 Vac ......................................... AC Frequency Min: Nom. Max.111 ......................................... ............... .............. ................................................................. 59.3 - 60 - 60.5 ................. ........... Hz Max: Continuous Output Current .....I......... 12S . 16 24 @ 208V 25 32 48 @ 208V 47S ........... A ..... ♦ we.* ..................... . 2,10.. A44V.................................... ......... _ GFDITh.... redhold • 1 • • • O. 41.....r w�.•......... .. • Utility Monitorin , Islanding riotect;on, Country Configurable Thresholds • ...... ........................................................... Yes ....A ..... Yes • INPUT . • Maximum DC Power(STC) • 4050 5100 6750 8100 10250 13500 15350 W ,......................... ��. • • • • •Transformer-�ess, Ungrounded ............................. ............................................................................................. Yes ....... i�.'............... ax.lnptat-pl14 "" ............................... ......................... .............................................................. 500 ... ...... _ Vdc • • Isom. DC Input VA ge •"• 325 @ 208V / 350 @ 240V Vdc ....................... Max. Input Cerrent1�1 • • ............... 9.5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 .......... Adc • • • • • • .......... .............�.�.. �.. ............... ............. ...... 240V ....... ....................................... @.240V.. ......34.5 ...... . ....... • Max. Input Short Circuit C r 4L �9�..•... 45 Adc • • • •Ijpverse-Pa rity P otectio • • Yes ........... .... �round-F3d11•ISdi 'on Dete 'on ► i 600kuSensitivity ......................... ... "' `�lAaximum �nvprter EfficienLFy • • 1.......... . 97.7 98.2 98.3 98.3 98 98 % ..'i:.........t1:.7i •.... w w ... • • CEC Weig%Aftli iciency 97.5..... ...-..art ......... 97 208V .............. 97.5 ............. 97.5 .. 91 @ 208V .............. 9 7. 5 ........ % ............... .......... ......98...... 98,@ 240V ................. . .................97;5,�° 240V.............................. Nighttime Power Consumption < 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces ......................................... ................................................................................................................................ RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade.Data, ANSI...C12.1 Optionall'I ................................... Rapid Shutdown - NEC 2014 and .................................................................................................................... Automatic Rapid Shutdown upon AC Grid Disconnectisl .......... 2017 690.12 STANDARD COMPLIANCE Safety ........... UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 ................................................................................................ ......... Grid Connection Standards ......................................... ................................................................................................................................ IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG ..... -. 6i .............................. DC input conduit size / ti of strings / .................................................................................................................... 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-3 strings / ........... AWGrange 1:6 AWG 4 ....... ............................ Dimensions with Safety Switch ................................................................................. ............... 30.5 x 12.5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 in / ..(.HxWxp).............................. .............................. ........................................................... 775 x,315 x 260............mm .... Weight with Safety Switch 23:2......... I.................. 54.7 / 24.7.............................. 88.4 40:1 lb./.kg.- ......................51:2.f ............ Natural . convection Cooling Natural Convection and internal Fans (user replaceable) fan (user ............................ .................................................................replaceable). .............................................. Noise < 25 < 50 dBA ......... Min: Max. Operating Temperature .......................................................................................... 13 to +140 / 25 to +60 (-40 to +60 version available(") ... ....... F /'C Range................................. ............................................................................. ... ....... ......................................._ Protection Rating ......................................... ..................................................................................................................... NEMA 311 ........... 1 For other regional settings please contact SolarEdge support. 1�1 A higher current source may be used; the inverter will limit its Input current to the values stated. is) Revenue grade inverter P/N: SExxxxA-USOOONNR2 (4) -40 version P/N: SE—A-U5000NNU1 (for 7600W (for 7600W inverter:SE7600A-Uso02NNR2). irwerterSE7600A-1.15002NN1.14). M P/Ns SExxxxA•USOxxxxxx have Manual Rapid Shutdown for NEC 2014 compliance (NEC 2017 compliance with outdoor Installation) 3/22/2018 GAF I TOPCOAT Uquld t-abric t-iasning uraoe Get Easy M(A Pro Installation(/roofing/contractors) TOPCOAT® Flashing - Liquid Fabric ...... ... . •••••• •. Description ' ' ' TOPCOAT Flashing -Liquid Fabric is a light gray, water -based, acrylic Flexible liquid fabric seam sealer that crs notnot jequire retretkf6�ifi�T— fabric on properly fastened horizontal seams of metal roofs, therefore significantly less labor than the typical "3-Coujst" liethod. Thjspr duct can be used to seal properly fastened horizontal seams on metal roofs withoutthe use of Topcoat Flashing Fabric when horizontalSg9M% properly secured as per product application specifications. Uses TOPCOAT Flashing - Liquid Fabric is designed for use on metal, wood, and concrete to provide a strong flexible seal that will not become brittle. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product. Advantages ■ Strong; forms a flexible seal that will not become brittle ■ Flexible; will expand and contractwith metal roof ■ A time saver[ Reduces horizontal seam labor up to 50%; up to 10 % on the whole job ■ Ideal for properly fastened horizontal seams on metal roofs ■ Limited material warranty available for up to 10 years' ■ Guarantees available for up to 20 years" ■ Available in 5-gallon pails and 55-gallon containers For application questions, please contact GAF Contractor Services at 1-800-766-3411. Applicable Standards ASTM D-412, ASTM G-21, ASTM D-21-96, ASTM D-1475, ASTM E-1644, FTMS 141.6271 Note: Repair leaks promptly to avoid adverse effects, including mold growth •••••• https://www.gaf.com/roofing/commercial/products/elastomeric_liquid_membranes_coatings sealants_adhesives/liquid fabric flashing_grade 113 3/22/2018 GAF I TOPCOAT Liquid Fabric Flashing Grade 'See warranties and guarantees for complete coverage and restrictions * 'When used os part of a multi -ply system TOPCOAV) Flashing'- Liquid Fabric Technical Data Application Rate: 5 gallons/125 lineal ft. of seam (6" wide) Application Method: Application Temp (air, surface): Drying Time (751F, 50% RH): Recommended Wet Mil Thickness: Recommended Dry Mil Thickness: TWgj $gjids (by weight): • • • • • • Td1cA sdfids (by volunibl • t • $Pgilc C•iravify: • • • •••••• •• •••••• W1htper Galion: • •••••• E n afi • • • • • Viscosity W5"F): • • • • ••*• ••••• StorQge • :••:•• •• • •• • •• • Shelf Life: • • •••••• •0 Ck..n u • •••••• • 00 so • • • Dgeyp ents =� Brochures & Data Sheets Brush or airless sprayer 42"F — 120"F Approximately 24 hours 105 wet mils 60 dry mils 71.7 t 2% 55%f 2% 1.35 t 0.1 11.3 t 0.5 Ibs 700% 130,000 t 15,000 cps Store in well -ventilated area at 50"F to 80"F; protect from freezing 1 Year Water before curing Codes - Miami Dade NOAs ■ TOPCOATO Roof Membrane and Maintenance Coatings - Miomi-Dade Approval 15-0128,09 (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_Borrier Coating/TOPCOAT_Roof Membrone_and Maintenance_Coatings_Miami_Dade_ApprovaL 15_0 Doc Type:.pdf , COA1Q Silicone HS Eiasiomeric Coating (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_Barrier Coating/TOPCOAT_Silicone—HS_Elostomeric_Coating.pdf) Doc Type:.pdf ■ TOPCOATO Waterproofing - Miami -Dade Approval 18-0119.11 (/Commercial_Roofing_Systems/TOPCOAT/TOPCOAT_Membrane/TOPCOAT Waterproofing_Miami_Dade_Approval_l8_0119_ll.pdfj Doc Type. pdf Safety Data Sheet (SDS) ■ TOPCOATO Flashing- Liquid Fabric - MSDS #1051 (/Commercial_Roofing_Systems/TOPCOAT/TOPCOAT_Flashing—Liquid_Fabric/TOPCOAT Liquid_Fabric_Floshing_Grade_MSDS_1051.pdf) Doc Type:.pdf Warranty Information ■ Weather StopperO Integrated System Limited Warranty (/Commercial_Roofing_Systems/TOPCOAT/Weather_Stopper Integrated_System_Limited_Warranty.pdf) Doc Type:.pdf Codes - Florida Building Code Reports ■ GAF Roof Maintenance Coating Systems - Florida Approval FL620-R 15 (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_Barrier Coating/GAF_Roof_Maintenance_Coating_Systems_Florida--�4pproval_FL620_R15.pdf) Doc Type:.pdf ■ GAF Waterproofing and Plaza Deck Systems- Florida Approval FL49ll-R12 (/Commercial_Roofing_Systems/Ruberoid_Modified_Bitumen—APP Membranes/Ruberoid Torch_Smooth/GAF_Waterproofing_and_Plaza_Deck Systems_ Florida_Approval_ Doc Type: .pdf �:* AutoCAD Construction Details ::--> CSI Formatted Specifications htth5://www naf Norman Scheel Structural Engineer 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916)536-9585 (916) 536-0260 (fax) 1989-2014 25 years of excellence Norman Scheel, S.E. LEED AP BD+C TEED AP Homes Fellow -SEAOC FcUow-ASCE E-mail: norm(4 sse.com Rob Coon General Manager E-mail: robcoonCalnnexom Steve Smith P.E. Project Manages E-mail: stevesmithC2a, a moom Quentin Pecota Design Engineer E-Mail sluenti Wes rme.com Jackie Winslow Office Manager E-mail: iackicAnne.com SnapNrack- 775 Fieieackro Lane, Suite 200 PV Mounting Systems San Luis Obispo, CA 93401 "Series 100 Roof Mount" Cover Letter To Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC, ASCE 7-10, 2012 NDS, 2014 Florida Building Code and guidelines stated in the Solar America Board for Codes and Standards. .... Some of the components in the SnapNrack test data were used to determine dir capacity and section properties of materials. We collected the test'di -• sing the " procedures outlined in the 2012 IBC Chapter 17. We included the following types of load combinations and buildiriftpasametais• • . . • into our calculations: '' '' • • • ASCE 7-10 wind speeds from 110 mph to 190 for B 4d C. xposgle• •. • categories ' ..' 000000 • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow • Buildings with mean roof heights up to 60 foot tilt angles / roof pitches from 0 degrees to 60 degrees. In our opinion, the mounting system outlined by SnapNrack's Series 100 PV Mounting System Code Compliant Installation Manual 2012 is acceptable and meets the loading requirements as stated above. See the report and calculations included with this letter for more information. If there are any further questions, please contact Norm Scheel, Norman Scheel PE, SE LEED-AP BD+C, LEER -AP Homes �+ Fellow SEAOC Fellow A.S.C.E. 't'1140 Ni. SC�4,� 0.11 A2 : * • J STATE OP ''f'•.Onto �f... ��... ''IVAIL <;.•�'•Q•'�� NOV 112015 Series 100 Structural Report and Calculations Introduction SnapHrack PV Mounting R-Ifst2ins This report describes, illustrates, and explains the Structural Calculation Packet for SnapNrack's Series 100 Mounting System, dated 4/12/2012. The calculations have been performed in accordance with the 2012 International Building Code (IBC). The racking system has been designed to withstand code -prescribed forces due to its own weight, the weight of the solar panels, the snow loads, and both the wind and seismic forces. Rail Spans This report covers two different material options for the system rails. Although they are both aluminum, one rail option uses a 6063 alloy (25 ksi yield) and the other uses a 6005 ."'alloy (35 ksi yield). ...... .... . . ;.... Despite"ng different yield strengths, both types of rails support the PV panels. As for • the rails-gi6xselves, they are supported by mounting hardware which attaches them to the • �; ..rMf struetttre.with spans that are expressed in inches. Refer to the tables below for rail S&s undYtrarying conditions of rail alloy and roof height. Shaded cells require an edge ..... . . .... • zone adllls1.. " t (see details following charts). . ...... -: for -. - Notes "Cables 1A thru 2H ... :0600. .'.". 1. Detdrinine the mean roof height, tilt angle, and rail alloy (if you are unsure, use the 6063 alloy values). For mean roof heights less than 30 feet, use Table 1 A/2A for tilt angles less than 19 degrees, Table 1B/2B for tilt angles between 20 and 36 degrees, Table IC/2C for tilt angles between 37 and 45 degrees, and Table 1D/2D for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and 60 feet use Table 1 E/2E for tilt angles less than 19 degrees, Table 1 F/2F for tilt angles between 20 and 36 degrees, Table 1G/2G for tilt angles between 37 and 45 degrees, and Table 1H/2H for tilt angles between 46 and 60 degrees. 2. Determine the wind and snow load for the project site from the building department. Make certain to use 2012 IBC wind Loads. Locate the wind load in the table across top rows and the snow load down the left columns to find corresponding maximum rail span. 3. For snow loads, column Pg equals the ground snow. 4. Shaded cells require application of an edge zone adjustment (details to follow). NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 5 Series 100 ' Structural Report and Calculations 6005 Alloy Rail Tables 0-30 ft. Roof Height SnapNrack- PV Mounting Systems Table 2A: Rail Spans (in) for Roof Slopes and Tilt Angles 0' to 19' 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qn 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg Pt -10.7 .11.7 -12.7 -13.8 -14.9 -16.1 .17.3 -18.6 -19.9 -21.2 -22.6 -25.5 .28.6 -31.9 0 0 140 132 125 119 114 109 104 100 96 93 89 84 79 74 C a 10 8 1 137 132 125 119 114 109 104 100 1 96 93 89 84 79 74 20 15 l06 106 106 106 106 106 104 100 96 93 89 84 79 7Q • > 30 23 1 90 90 90 1 90 90 90 90 90 9U 90 89 ;4 99 74 rn 40 31 79 79 79 79 79 79 79 79 79 79 79 ii • • 19 74 c 50 39 72 72 72 72 72 72 72 72 72 72 72 Jl • • %2 72 60 46 66 66 66 66 66 66 66 66 66 66 66 6S 0 066 6% t7 70 54 62 1 62 62 62 62 62 62 62 1 62 62 62 61 • •62 1 61 80 62 58 58 58 1 58 58 58 58 58 58 58 58 58 • !B 58 100 77 52 1 52 52 52 52 52 52 52 52 52 52 410 • 52 120 92 4R 48 48 49 48 48 48 48 48 48 48 8 }} 48 48 • • • 0-30 ft. Roof Height Table 213: Rail Spans (in) for Roof Slopes and Tilt Angles 20' to 36' 6005 Alloy Wind Load Vult 110 115 1 120 125 130 135 140 145 150 155 160 170 180 190 q6 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps Ps -7.0 -7.6 -8.3 .9.0 .9.7 -10.5 .11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8 0 0 144 144 14.1 144 144 141 135 129 124 119 114 = 107 100 94 v 10 8 1 134 133 132 730 129 128 127 125 124 119 114 107 100 94 G 20 15 106 106 106 106 106 106 106 105 105 104 103 101 1M 94 30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 N40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Q 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 U 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 S2 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 10 Series 100 Structural Report and Calculations Rail Testing SnapNrack- PV Maunting Systems The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) as referenced in the IBC. Testing was conducted per the standards set forth by the IBC Section 1715; Preconstruction Load Test. The results of this testing procedure were used in comparison with the calculated values to establish the maximum uplift load allowed for the rails. Racldng Connections to the Existing Roof Contained within the calculation packet are calculations for the connection of the rails to the roof framing. Using the sizes provided by SnapNrack, we have calculated the ."Maximum forces that will be resisted based on the withdrawal value of the lag screws, ...... .... . • and the Znn�th of the aluminum components which are involved in transferring these •;, • forces fi=. W rail to the roof framing. These components consist of the flashed L-foot • • . (SnapNm& drawing PEN -DO 1), Standoff (PEN-D02, D03), Seam Clamp (PEN-D04), • •;�•CQrrugajed01lpck (PEN-D05), Metal Roof Base (PEN-D09, D10, D11, D12) and Hanger Bdlt (PEN006). All (6) options are acceptable under the parameters shown in . . • WapNrac�k's'plans. The results from our analysis have been integrated into the summary ...... .. .. .. ' charts. ...... . . . . • • The conptctiM of the PV racking system to the roof will use a 5/16" diameter Lag Bolt .'.lAstalled' with a minimum 2 ''/z" embedment into the framing member. Bolts shall be installed to a rafter or blocking capable of supporting both wind and seismic loads along with the weight of the PV system. When PEN-D07 is involved, use minimum quantity 2 '/4-20 lag bolts with minimum 1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN-D13, D14) are also acceptable attachment components when the following limitations are followed: 1. the roof hooks have been reviewed up to 120 mph, Design Wind Speed 2. rail span is limited to 6 feet with rile roof hooks NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 14 Series 100 Structural Report and Calculations Summary Charts and Topographic Factors SnapNrack- PV Mounting Systems The attached pages of this summary contain some of the most common building configurations with varying wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is applied (e.g. hills, mesas, seashore), the rail span lengths given might exceed what is allowed for the given site condition. In that case, a registered structural engineer shall evaluate the exact topographic conditions for the specific site. End Zone and Edge Distances The edge zones and/or end zones of the roof area shall be determined based on We building's least horizontal dimension (LDH). The edge zone, "a", is equal: to 4t/o of th 7.9 • • • • • LDH where a = .1 * LDH. It should be noted that if the solar panels inswied�oss two •.; ....;. different roof sections, the smaller LDH shall be used. Rail spans in the corner zone shall be a maximum of 24 inches and this rdstfittion vdill .... .. ..... only apply to the rail attachments located in the end and edge zones (does.not.apply.to. • • • • • • • • .. .e modulus or rails that overhang into the zone). Furthermore, all edge zoneA te4uiring an • • adjustment (shaded cells in chart) shall be reduced by 24 inches to a rrxnirnuin of 32 ....:. inches. : :....: Detail 1 roof end /edge and corner zones NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 15 Series 100 SnopNrack- Structural Report and Calculations PV Mounting Systems Site — Specific Analysis A site -specific analysis is required if the location of the solar panel installation corresponds to any of the following criteria: • The total pitch of the solar panel (solar panel pitch & roof pitch) is greater than 60 degrees above the horizontal. • A topographic factor applied to a location. Generally, topographic factors are applied when the structure is on a hill, mesa or bluff, or is adjacent to a large body of water. For complete descriptions of topographic factors, please refer to ASCE 7-10 section 26.8 • The mean roof height of the structure that the solar panels will be installed on is 0000 greater than 60 ft. above grade. •, • • • • •, • • A cowtbination of loads and/or site conditions applied that is not addressed in the ... duAraladd rail span charts. ...... .. ...... :....: • If one ort W of these factors corresponds to the project location, please contact NSSE, • : • e& we w1fl'al:alyze the site conditions and recommend standoff spacing for each specific ..... . .... . . ...... ..009000 .. .. • • Existing fteNding Limitations ...... . . . . • • • •: This surrilnV* letter addresses the structural adequacy of the solar racking system only • , • �Apd does not investigate or validate the adequacy of the structure the racking system is being placed upon. It does not address the ability of the existing roofing or roof framing to support the new loads imposed upon them by the new system, nor does it address the new localized forces between the roofing and the roof framing which might be imposed by the new standoff connections. It also does not address the additional lateral forces imposed upon the building due to the seismic and wind forces that the new system will add to the existing roof. These various building -specific issues need to be evaluated by the appropriate registered professional(s) prior to the addition of the photovoltaic and racking systems. NSSE may be consulted for building -specific structural evaluation. NSSE assumes the systems will be installed to the specifications presented here and the installer will use good structural judgment. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 16 Series 100 Structural Report and Calculations SnapNrack- PV Mounting Systems Please note that all sizes, materials specifications, and weights have been provided by SnapNrack. Installation must be in accordance with SnapNrack drawings as noted: Drawing Title Revision S 100-D01 F S 100-D02 F S 100-D03 F S 100-D03 F S 100-D04 F S 100-D05 F S 100-D06 F S 100-D07 F S 100-D08 F S 100-D09 F S 100-D 10 F S 100-D 11 F PEN-D01 F PEN-D02 F PEN-D03 F PEN-D04 F PEN-D05 F PEN-D06 F PEN-D07 F PEN-D08 F PEN-D09 F PEN-Dl0 F PEN-D 11 F PEN-D 12 F PEN D13 F PEN D 14 F Please see SnapNrack plans for limits on the bolt parameters. Torque all 5/16" diameter hardware as specified in SnapNrack's plans (10-16 ft-lbs for Silver Stainless Steel and 7- 9ft —lbs for black Stainless Steel, unless otherwise noted). All waterproofing, roofing and drainage issues are the responsibility of SnapNrack's customer(s) otherwise known as the contractor(s) or the professional solar installer(s). Please let us know if you have any questions. Norman Scheel PE, SE LEED-AP BD+C, LEED-AP Homes Fellow SEAOC Fellow A.S.C.E. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 17 Series 100 Rail Properties for 6063 Alloy Rail Rail Properties for Downward Loads Section Properties A = 0.63 in' S = 0.34 in I = 0.46 in Stresses Fb = 15.2 ksi ...... •....•F„ 15.2 ksi .• ...... ; �•••E .. a Aso = ...... 10000 ksi Mallow = 5.17 k-in i""i . .... ..... ....sallow '....'= 6.38 k ..... ...... . ... .. ...... .. .. . . ...... ....: . ...... . . . . . Rail Pro�i'ertiesdos Uoward Loads . . .. • • . • •• Section Properties A = 0.41 in' S = 0.25 in3 I = 0.11 in' Stresses Fb = 15.2 ksi F,, = 15.2 ksi E = 10000 ksi Mallow = 3.84 k-in Vallow = 4.16 k Notes 1) Roil section properties determined from test data. 2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC. 3) This report is using 6063 Alloy Rail SnapNrack- PV Movi nting Syztems Mean Roof Height 0 to 30 ft Rail Section SnapNrack Standard Rail 6063 Alloy NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C9 of C64 Series 100 SnapHrack- PV panel Calculations & Component and Cladding Forces 6063 Alloy Rail RV Mounting Systems PV Panel Calculations for 39" x 65" Panel Connections Panel Dimensions 65" Long Panels Panel Width = 39.0 in Panel Length = 65.0 in Panel Weight = 70.4 # Panel Area = 17.6 P2 Wind Loading ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Fdne tlictance tan 4 Ft Component and Cladding Loading Zone I Zone 2 Zone 3 Zones 1,2,&3 Max -22.96 -30.71 -30.71 68.51 Min -76.21 -128.56 -197.85 12.64 1) Roof slopes frown 0 ° to 45 ° 2) Wind loadingfrom I10 mph to 190 mph 3-s Gust. 3) Edge distance a = 0.1 • LDH (Least Horizontal Dimension) Maximum Force at Mounting Bracket Component and Cladding Loading Zone Zone 2 Zone 3 Zones 1,2,&3 End Clamp -335 -566 -871 302 Int. Clamp -671 -1132 N/A 603 1) 4 brackets minimum per PV panel to rail connection 2) On$, are corner of one PV panel maybe located in zone 3 3) Zone 2 may have multiple panels located in this zone Mean Roof Height 0 to 30 ft Universal End Clam Adjustable End Clamp X-Clamp Mid Clamp 1 Mid Clamp 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C10 of C64 Series 100 SnapNrack- PV panel Calculations & Component and Cladding Forces 6063 Alloy Rail PV C'SDOU4'1Urt, SVGa 't'lti i PV Panel Calculations for 39" x 78" Panel Connections Panel Dimensions 78" Long Panels Panel Width = 39.0 in Panel Length = 78.0 in Panel Weight = 84.5 # Panel Area = 21.1 ft' • . • : • • Y Wind Loading • • • • • Y • • • • • • • ! • V5 L7; �0 Component and Cladding • • Wind 6pecd• • • • • 110 to 190 mph • • Exposure Cat. C •��•�� EdgjDtstance(a) •�••• 4 Ft • • • •Eeteponcnt and Cladding • • Loading : • • zone Zone 2 Zone 3 n& � 12 3 Max* • • -22.96 -30.71 -30.71 68.51 Min -76.21 -128.56 1 -197.85 1 12.64 1) Roof slopes from 0" to 4S ° 2) Wind loading from 110 mph to 190 mph 3-s Gut. 3) Edge distance a = 0.1 • LDH (Least Horizontal Dimension) Maximum Force at Mounting Bracket Component and Cladding Loading Zone I Zone 2 Zone 3 Zones 1,2,&3 End Clamps 402 -679 -1045 362 Int. Clamp -805 -1358 N/A 724 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may he located in zone 3 3) Zone 2 may have multiple panels located in this zone Mean Roof Height 0 to 30 ft Universal End Clamp ice•• Adjustable End Clamp X-Clamp Mid Clamp 1 Mid Clamp 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page C 11 of C64 ROOF SHEATHING, UNDERLAYMENT,- AND ROOFING MATERIAL® ROOF RAFTER TYP (ROOF ATTACHMENTSJ SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS REVISION: SNAPNRACK MODULE ATTACHMENT HARDWARE ■ 111■Itt■■■ I: oil G■tll■1111■NA MAINSTREAM ENERGY CORP. DESIGNER: G McPhoetws I SOA& • -&ARTNUMBER: • s DESCRIPTION: REV III�VVI IItN/1' m�o�a�m. ��•ou.• �. DRAFnR D Ry" •� • • 6100 D4 • • • • SERIES 100 OVERVIEW, ON STANDOFFS F �. A,o.••...�o•.«. APPROVED BY: _ DATL ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • USE CARE DURING INSTALLATION TO ENSURE THAT THE SET SCREW IS ROUGHLY CENTERED BETWEEN THE TWO PIECES BEING ®INED RAIL HEIGHT 1312.2" ABOVE ROOF SURFACE 12" HD STANDOFF I ... . . . ... . . • % •• • • • •• •e • • • • • • • • • • - 2X SNAPNRACK • : - 1t SNAPNRACK: • : : • ` LEVELING SPACER • LE�LING SP4CEfj ' ' ' • • I • - 2X �"-18 X 1" LONG - SXj"-18 X 1" • I • SETSCREW LONG SET SCREW • • . . . . . ... REVISION: • Ire, •STANDARD SERIES 100 ATTACHMENTS • . • : . FEATURE 3" OF VERTICAL ADMSTABILITY ON ALL MOUNTING POINTS WITH THE USE OF 1" LEVELING SPACERS RAIL HEIGHT 013.2" RAIL HEIGHT 0102" ABOVE ROOF SURFACE ABOVE ROOF SURFACE 12" HD STANDOFF 12" HD STANDOFF PLUS ONE SPACER ON TOP OF STANDOFF RAIL HEIGHT 1315.2" ABOVE ROOF SURFACE 12" HD STANDOFF PLUS TWO SPACERS ON TOP OF STANDOFF THE FIRST INCH OF ADMSTABILTTY IS ACCOMPLISHED WITH SLIDING FEATURES BUILT INTO BOTH L FOOT AND STANDOFF CLAMP COMPONENTS FOR AN ADDITIONAL INCH OF HEIGHT AD®STMENT, ADD ONE LEVELING SPACER. USE OF SINGLE LEVELING SPACER NOT TO EXCEED 300 OF ATTACHMENT POINTS. FOR A SECOND ADDITIONAL INCH OF HEIGHT AD®STMENT, ADD ANOTHER LEVELING SPACER. USE OFTWO LEVELING SPACERS NOT TO EXCEED 100 OF ATTACHMENT POINTS. THE LIMITS ABOVE APPLY WHEN YOU ARE AT THE MAXIMUM STANDOFF HEIGHT DEPENDING ON THE STANDOFF BASE BEING USED. FOR HD STANDOFFS ON HD STANDOFF BASES, THE MAXIMUM STANDOFF HEIGHT (BEFORE APPLYING THE LIMITATIONS ABOVE) IS 12". MAINSTREAM ENERGY CORP. DESIGNER: G MoPtootem I SCALE: ® PART NUMBER DESCRIPTION: REV DRAFTER- I) RY"' S100 D07 SERIES 100 RAIL LEVELING HD C pv _ __�, DATE: STANDOFF �"—�"^^' APPROVED BY: STANDARD RAIL STANDOFF CLAMP " X 2" S.S. BOLT AND S.S. SPLIT WASHER ?6" LAG SCREW IS TYPICAL FOR SECURING STANDOFF BASE TO ROOF RAFTER, 2.5' MIN EMBEDMENTTYP. - LAG BOLTS MUST EMBED IN ROOF STRUCTURAL MEMBERS/RAFTERS - TORQUE ALL A" HARDWARE TO THE FOLLOWING: L - SILVER S.S. 10-16 FT LBS SNAPNRACK - BLACK S.S. 7-9 FT LBS CHANNEL NUT SNAPNRACK RUBBER - RAILS CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE VS. RAIN COLLAR INSTALLS DOWNSLOPE) OVERTOP OF FLASHING - RAILS CAN BE LEVELED UP TO 3" USING UP TO TWO LEVELING SPACERS AS SHOWN IN "SERIES 100 RAIL LEVELING HD SNAPNRACK STANDOFF SHAFT STANDOFF' HD (VARIOUS SIZES INCLUDING 7, 9.5, 12, AND 18" SHAFTS) * A POURED SEALANT -STYLE FLASHING MAY BE USED WITH SNAPNRACK STANDOFFS AS AN ALTERNATIVE TO A TYPICAL CONE FLASHING WHEN INSTALLED PER MANUFACTURER'S INSTRUCTIONS ON LOW -SLOPE ROOF SURFACES SNAPNRACK STANDOFF BASE HD 6-HOLE _ FLASH POST GALVA DEAD; ROC 1" DIAME SEAL PENETRATION AND UNDER BASE WITH APPROPRIATE ROOF SEALANT REVISION: ROOF RAFTER OR ROOF DECKING TYP. • • �; •; ; ; ; �; • STRUCTURAL MEMBER • • • • • • • • HD STANDOFFS ARE OFTEN • • • • USED WITH FOAM ROOF SNAPNRACK STANDOFF MOUNTING POINT INSULATION FOR USE ON ALL ROOF SURFACES • • • • • • • • • • • • • • • • • • " MAINSTREAM ENERGY CORP. DESIGNER G McPheetmf Di�i6 • P NUIVER• • ESCRIPTION: REV � �� (C;�j miaewaams.vrusewaemuu "'°'°"o""•`"""o'°' DRAFTER* o Ryan �IE.- •' 0LIDO PEEImS• • PEN DETAIL OEI, HD STANDOFF F > Py �mna QfNO "' .:.S:Y �t�q=- APPROVED BY: 120113 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • -ram,..- • �e r.—P7T•--.+.�——Tr�.•..�r1r� ....-w+,.�wr-��.,� .. .. - r �_. -�r, Y..-...1�._,-. "4 -"f :.. .-•,t..r.•.,.ati;�: �i - i .�tr i '.',.. ... :1 'PP' ;�'' .� r ,rah- F S . : �•�••� -�,..` • ot Ar M000 r Valid for Africa, Asia, Europe, Latin America+South America f QCELLS Engineered in Germany I INTRODUCTION 3 2 PLANNING 5 2.1 Technical specifications 5 2.2 Requirements 6 2.3 Mounting options 7 2.4 Electrical layout 10 3 INSTALLATION 11 3.1 Safety and transport 11 3.2 Preparation of installation 13 3.3 Module installation 14 4 ELECTRICAL CONNECTION 15 4.1 Safety 15 4.2 Electrical installation safety 16 4.3 Connection of modules 17 4.4 After installation 18 5 GROUNDING 1;9 6 FAULTS AND DEFECTS 19 7 DISPOSAL . 19 8 MAINTENANCE AND CLEANING 20 DOCUMENT REVISION 03 This Manual N valid for Africa, Asia, Europe, Latin America and South America n of February 1. 2D16 for O.PRo-G4.X, Q.PRO EGG4,X, Q.PRO BFR-G4.X, Q.PLUS BFR.G4,X solar modules, and replaces as earlier version. Thls Installation manual Is "lid for all module versions of generation 04. The X In the module name Indleetes the product version (0-9I. Technical parameters and the design are subject to change. Tha data ah.ta and customer Information valid at the point In time when the relevant module -3 manufactured apply to the Installation, mounting, and maintenance procedures for the respective solar modules ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 'tt r • • Wilhidalt modtiles from HgW4p Q CVLS GmbH (hereafter • • • • LefeiNJ to as 4tELLSy'oU cart•dirdbtly transform the Beware of possible danger or damage. • • • • • • • sun's finni energy into erw1myner2ally-friendly solar Categories: • • • elecU(cit¢ • • • • • • • • Danger: Risk of fatal injury 'Attention: • • • • • In order to ensure the maximum performance of your Q CELLS Risk of serious injury or damage to property solar modules, please read the following Instructions care- • Note: Risk of damage to product fully and Observe all guidelines. on -compliance may result • • • • • ytdaptaggan41oryhyycaltJury. • • •• • • • • ••• • Safety Regulations • • • • • • s • • • Jhisoin-sWII4.n•angopyatipn manual (hereafter also In particular the installer as well as the operator of a • • • • ?efeffedln asthe "Marital") arl3vides instructions for module is responsible far compliance with all applicable the safe installation and operation of crystalline solar statutory requirements and regulations. modules. + Unless otherwise specified by any laws or regulations, a Please read these instructions carefully before proceeding the following stipulations must be upheld at all times with your Installation. during the installation, operation, and maintenance of 4 Please retain these instructions for the life of the solar the solar modules: This manual. modules. 4 Please ensure that this Manual -is available to the operator • Other applicable stipulations (such as country -specific at all (Imes. regulations for pressure equipment, operational safety, This Manual should given to all subsequent owners hazardous goods, and environmental protection). ouses of the solar modules. m Regulations and requirements specific to the system. All supplements received from the manufacturer should Any applicable laws and requirements, in particular be Included. international, country specific, regional laws and 4 Please observe all other applicable documents. stipulations governing the planning, installation, and If your questions are not satisfactorily answered operation of solar power systems and work on roofs. In the manual, please contact your system supplier. Anyvalld international, national and regional regulations ova k 'th d' t t Additional Information can be found on our website at www.q-cells.com. Intended Use This manual is valid for Africa, Asia, Europe, Latin America, South America. These instructions contain Information regarding the safe handling and use of quality crystalline solar modules from Q CELLS and for their installation, mounting, wiring, maintenance and disposal. Symbols and Labels The following symbols and labels are used throughout the Manual fcr ease of use. Procedure with,one or more steps. • Lists of Items„ Ensure that when carrying out a pro- O cedure,;you-check the results of said procedureb,, Prohlblted g rning wor wl rec curren , espec ally those applicableto the installation of electrical devices and systems, and regulations issued by the respective energy provider governing the parallel operation of solar power systems. • Any International, country specific and regional accident -prevention regulations. • Otherapplicabiestipulations provided bytherelevant national institutions regardingsafety in the installation and operation of electrical items. For example, in Germany the Bau-Berufsgenossenschaft (German institution for statutory accidence insurance and prevention In the building trade). Qualified & Skilled Personnel Both, the installer and operator are responsible for ensuring that installation (including connection to the grid), maintenance and dismantling are carried out by trained and qualified specialists with approved training certificates (issued by a state or federal organization) for the respective specialist trade. Electrical work may only be performed by an officially certified tradesperson in accordance with the stipulations applicable in the relevant countrywith regard to norm and regulations (in Germany e.g. DIN norms, VDE regulations) and the stipulations of the local grid operator and/or energy provider. 2 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH— EN INSTALLATION AND OPERATION MANUAL SOLAR, MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH — EN 3 ® INTRODUCTION Validity These instructions are only valid for crystalline solar modules from the company Q CELLS. Q CELLS assumes no liability for damage resulting from failure to observe these Instructions. + Please observe the wiring and dimensioning of the system. + The installer of the system is responslble for compliance with all necessary safety regulations during set-up and installation. QCELLS assumes no liability on the basis of these instructions. Q CELLS is only liable in the context of contractual agreements or In the context of accepted guarantees. QCELLS accepts no other responsibility for the functionality and safety of the modules. Please observe the instructions for any other sys- tem components that may be part of the complete solar power system. It may be necessary to carry out a structural analysis for the entire project. Additional information for the Operator Please keep this manual forthe entire life of the solar power system. -1� Please contact your system supplier for information concerning the formal requirements for solar power systems. 4 Please be sure to contact the relevant local authorities and energy providers regarding regulations and permit requirements prior to installation of the solar power system. Yourfmancial success depends on the fulfillment of these requirements. Other applicable documents In addition to this Manual following technical information are relevant: Productdata.sheet Packaging and,transport: information 4 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH— EN ©® t t For additional information see the relevant datasheet of the module provided at www.q-cells.com. pWtUlnlll{I algl@I�I�1 ' • 1 1 .. 1 � ' ,Type, Polycrystalline Q:ANTUM Area,[ma]..:' Frame height [mm); 32^ 32 Weight [kg)' 18.8 18:8 :- Max. system voltage.Vn, M 1000. 1000 Max.,reverse current W 20 20 Permissible temperature range . —40 °C:to+85 °C (_40 •F:bis+185y F) Junction box protectlon;class,N, aIP67 wlth:bypass diode .Connectocprotectlon das's `'' IP68 - ..IP68`. :Fire"•protection, class C C Snow load.[Pa)" 5400 ?5400 -. , Wind load Wall. 4000.. - .4000 Certificates VDE QuslityTested2;CE-compllant;.lEC 61215:(EdS2) see'page.9 atsgq.; r IEC 6-1730:(Ed.1);Application Class A 'Test -load In accordance with•IEC;61215- zexcepLU:PRO:EC=G4':X .•..+arrrwru.. �. nma.e rxe mcru.0 r. r.wr•w.. Fig. 1: External dimensions (in mm) and components for Q.PR0-G4.X, Q.PRO EC-G4.X, Q.PRO BFR-G4.X, QPLUS BFR-G4.X • �var-- • �•r,.raA,.uu • ru. • • • • • reL m p IAA **II i • tee + •At HtlxWfP�m•[TIJL� � rt O,rLUP wu Flg. 2: External dimensions (In mm) and components for Q.PRO-G4 (with 1170 mm fastening point distance) . ••• • • • • ••• • • • • • • • LSTAMTIOA Amb MRATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH — EN 5 • •• •• • • • •• • Installation Site Please note the following guidelines that apply to the Installation site: • The modules have been tested according to IEC 61215 for operation in a temperate climate. • Solar modules are not explosion -proof and are not suitable for use in explosive environments. 4 Do not operate solar modules near highly flammable gas and vapors (e.g. gas tanks, gas stations). 4 Do not install modules in enclosed space. 4 Do not install modules in locations where they may be submerged in water for lengthy periods (e.g. floodplains). 4 Do not use modules as a substitute for the normal roofing (e g. modules are not rainproof). 4 Do not install modules (n close proximity to air conditioning systems The solar modules are designed for the following applica- tions: • Operating temperatures from -40 •C to +85 "C (-40 •F to +185 •F). • Wind loads up to max. 4,000 Pa and snow loads up to max. 5,400 Pa (Test -load in accordance with IEC 61215, see chapter 2.3 mounting options). • Installation using a mounting frame for solar modules. Prevention of Shadowing Effects Optimal solar irradiation leads to maximum energy output: 4 For this reason, install the modules so that they face the sun. 4 Avoid shadowing (due to objects such as buildings, chimneys or trees). 4 Avoid partial shading (for example through overhead lines, dirt, snow). Mounting Frame Requirements The Modules shall be installed and operated on mounting frames that comply with any applicable laws and stipula- tions as well as with the following: • Conform to the necessary structural requirements. • Compliant with local snow and wind loads. • Properly fastened to the ground, the roof, or the fagade. • Forces acting on the module are relayed to the mounting substructure. • Ensures sufficient rear ventilation of the module. • Guarantees long-term stability, • Avoid the usage of different metals to prevent contact corrosions. • Allows forstress-free expansion and contraction due to temperature fluctuations. 4 Ensure that no mechanical stresses (e.g.,caused byvibratlons, twisting, or expansion) are generated on the module. 4 Ensure that the clamps and the mounting frame are compatible. Clamp System Requirements Use customary clamps that satisfy the following require- ments: • Clamp width: Z40 mm. • Clamp height compliant with a 32 mm frame height. • Clamp depth: 7-12 mm. • Clamps are not In contact with the front glass. • Clamps do not deform the frame. • Clamps that satisfy the structural requirements of the installation site. • Long-term stable clamps that securely affix the module to the mounting frame. Module Orientation Requirements • Vertical or horizontal installation is permitted. 4 Ensure that rain and melting snow can run off freely. No water accumulation. 4 Ensure that the drainage holes In the frame are not covered. No sealing. 4 Maintain the permissible angle of Inclination. • Minimum angle of inclination: 3• • Maximum angle of inclination: 75• 4 Follow the directions for installation angles < 5" ("Grounding", p. 19) 75• ... . . . ... . . . % .. . . . .. .. . . . . . . . . . . Mountingoptions • • Fig.3y lnstallitlon optlogs fri cryVlline Q CELLS modules. All dimensions are given in mm. Also observe the • • • • • allowed static loads and *mPing range as specified on the following page. • • • • • he 112strated instlrl�i•atloN opflons apply for both horizontal and vertical module orientation. • •' • � Mo 0 IIIleclel�p • 1 Subconstructlon Mounting profile • r,. rt • • • )NKALKHOM • • • • • • • WITHCOMPE • 4PRObG4J1b • • • • • • 'iPROIEc-*.x rm-rm -•� • • 000 • • • %PR(bBFR-G&y - Q.PLUS BFR-U4 X at al m a, HYBRID CLAMPING D.PRD-D4A Q.PRD EC-G4.X e. too D.PRO BFR-G4X Q.PLUS 9FR-G4.X -in INSTALLATION °S ON MOUNTING MPROAU' POINTS Q-PRO EC40 Q.PRD BFR-G4X 345 Q.PLUS BFR-G4.X bsFestsnlne 345 points 4 x Festening points FB1 F02 INSTALLATION WITH INSERTION Q.PRO-G4X PROFILES- D.PRO'EGG4X 'NOT PERMITTED MPRO BFR-G4X • Q.PLUS 9FR-G4.X' - 111 IP3 'Note, plerse check Q,PRD-04.module wrslon for fastening point distance (long edge.wllh 990 mm or 1170'mm possible) 6 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 MQ - HANWHA Q CELLS GMBH- EN INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN 7 I I I ®®2.3 Mounting options � • Specifications I r 1 • 1 1 6:PR0:G4:X' ' "CLI "`Push 250-350 2700 Q.PR0-EC.G4.V Q:PRO BFR-G4:X >350 - 450 1900' Q.PLUSBFR=G4:X. Pull '250-450 2400 5400/4000 CLl extended Push . 250 - 350 3600 (min: 20 mm) >350 - 450 3300 Pull .` 250 - 450 2400 CL3 Push 250 _450 3300 5400/4000- Pul I . 250-450 2400 CL4 Push 0 - 300 1350 2400/2400 Pull 0'- 300 1200 FBI Push. 345 2200 5400/4000 Pull- 345 2800 FB2. Push. 11:345 3200 5400/4000 Pull' .345. 2800 FBI. '-Push` 250 '' 2900 i. (250!mm)': `" _ .. - "5400/4000' .. . r,, Pull 250 .2800, iF.B2t? ::.Push -;.'250' 320Q i e(250(mm);• »5400/4000:- Pull, a 250` A�'..3200- v-.Ipl , Push i --y 540014000. Pull 3000 I1?2;': Push '2400/2400; CL5 hybrii! ;Push 300 400• 2700., !'clamping". 2400/2400 Pull. :.300-:400; TY.2700.., P "CL24ithout,' ''Push.' �'. Olt100' 1200.: substructure r `support- Pul!�' ; 0:- 100'. '2400/2400 ' 1,100t , '.DlstancebetweeOouter.edge.of:module.and,middleof. the clamp: -•- ^• �° ->_. : a�Descrlbes the:maxlmum;module,surface[load;(verticaGto;the: module surface) regard)ngsafetyfactors (e•g..EUR000DE)'Fora .this purpose,.the load value;determined,by;load.tests;accordingto,varlous:c�lterla:�laminate ovepay,;plastlo;deformat)on4.module:., failure,and:were divided wlth.a safely; factor. The minimum.calculated lbad'.value corresponds -to the maximum.*niltted•load. I B INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)—HANWHA Q CELLS GMBH— EN 2 1 PLANNING 1 2.3 Mounting options MOUNTING"OPTIDN'CLt �_I i Ensurepthat the subconstructi;n does!oofrurt below the junctlon?box.•:, •.Ensure;, th'aYthe'connect)on cables of the1junctlon box don,[ run;tietween taminate;aridrsuostructure: ,MO UNTING:OPTION 'CLFEXTENDE➢ _ -)'Ensure, that there's'a distance of -minimum 45`'mmibetween laminate backside and'subconstruction.respectively that the distance between module frame,backs)d'e'and subitructure:Isminimum 20-mm: Ensure; thaf.the connection cables of:the':junctlon box don't run between laminate and'substructUre. ;MOUNTING OPTION,01.4• 9: Ensure,.thetrthersubconstiuctloniruns exactlybelow,the,frame, not below theaaminate,(module,less frame). MOUNTINGIOPTIONS'FBY.AND;FB2�-- _ i Ehsure"that-the connection'cables of he junction box dona7un;between lanilnate'and'substructure. • Use.MB corrosion=proof.:screws;and:vi shers'(dlameter 16 mm). •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• • •• • • • • • ••• • ••• • ••• • • • • ••• • • i • • • • 4INSTAKAT10M AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 9 • •• •• • • • •• •• ••• • • • ••• • • fl. -2 PLANNING 1 2.4 Electrical layout Module Selection For detailed key electrical data, please refer to the actual data sheet referring to the relevant Module (available at wwwq-cells.com). Only connect modules of the same type and the same power class. Safety Factor During normal operation, a module may generate a greater current and/or highervoltage than that determined under standardized test conditions. Please use a safety factor of 1.25 for the following: • Calculating the voltage measurement values (v.) of components • Calculating the current measurement values (Ix) of conductors • Sizing of control systems connected to the outlets of the solar modules 4 Please follow the valid national guidelines for the installation of electrical systems. Series Connection Connection of modules in series is only permitted up to the maximum system voltage as listed in the applicable data sheet of all the relevant modules to be installed. 4 Take into account all possible operating situations and all relevant technical norms and regulations when designing the system. It has to be ensured that the maximum system voltage, including all necessarysafety margins, is not exceeded. 4 Take the voltage I imit of the inverter into account when determining the maximum number of modules in the string, Parallel Connection Modules may be damaged by the occurrence of reverse currents (caused by module defects, ground leaks, or defective Insulation). 4 Ensure that the maximum reverse current load capacity indicated In the data sheet is met. In order to limit reverse currents that may occur, we recommend using the following safety options: 1) Layout with a limited number of parallel connected strings: Without undertaking further current blocking measures, a maximum of two module strings may be operated in parallel on an Inverter or MPP tracker. 2) Layout with string fuses: place fuses for each string of modules at the plus and minus ends. Observe the maximum permitted number of strings as indicated in the specifications provided by the respective string fuse manufacturer and the technical guidelines. NOTE! When installing different product versions, the lowest minimum permitted reverse current load capacity applies. Inverters Inverters with or without transformers may be used. ... . . . ... . . . • • .. . . . .. .. . . . . . . . . . . ... , N 3.1 Safety and transport • 4 E:Wre that 311ptrsrprte`are aware of a•d adhere toaccidant-prevention and • safety regulatiorA. • • 4.44e working %:ar %ftoves, ® 4 Inspect the packaging for damages. 4 Contact the transport company regarding any damage to the packaging, 4 Follow any instructions on the packaging, -.r p CELLS. 4 Leave modules in their original packaging until installation. 4 Store the modules securely in cool and dry rooms. The packaging is not weatherproof. - o - —d �r DANGER! Risk of fatal injury due to electric shock! 4 Do not install damaged modules. 4 Inform your distributor of any damages Immediately. E SEENOUNIMIN *(3, NERIM H Ennuff® muumuu ■0®®®®.� MAOENE MEMBER ®DANGER! Risk of fatal Injury due to electric shock! 4 Cover the modules with an opaque material during installation. ® WARNINGI Fire R!skl 4 Do not install modules indoors. 4 Do not install modules on moving objects. 10 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) —HANWHA Q CELLS GMBH— EN INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (134)— HANWHA Q CELLS GMBH — EN 11 3 I INSTALLATION 1 3.1 Safety and transport NOTEI Module damage may occur! + Never lift or move the module with the connection cables or junction box. + Carry modules upright and horizontally as shown. nraran 611011111 41 I -r''1. NOTE! Module damage may occur! 4 Do not drop modules. I�e � ♦°e°°°sA II oe°u° NOTEI Module damage may occur! 9 Do not stack modules. _I NOTEI Module damage may occur) 4 Never step on modules. + Do not subject modules to any mechanical stress. 4 Do not allow any objects to fall onto modules ® NOTE! Module damage may occurl 4 Only make modifications to the module which have been confirmed In writing by Q CELLS. =•Q�CE�L.L�S. .:confirm atloriti.,`. letter.: ` 4 i NOTEI Module damage may occurl—^� Do not Install modules near flammable gas/vapors. 4 Do not Install modules In close proximity to air conditioning systems. Oe �e wee ) �Oe�O 000 oomeeee oe�veee '` 12 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (04) — HANWHA G CELLS GMBH — EN 3 1 INSTALLATION 1 3.2 Preparation of installation ®DANGER! Risk of fatal Injury due to electric shock! 410 Block off the Installation zone. Keep children and unauthorized Individuals away from the solar power system. OHO ►O o0 O O 000��00� �veee �►e > ® DANGERI Risk of fatal Injury due to electric shock[ Only use dry, insulated tools. DANGERI Risk of fatal injury due to electric shock! Ensure that modules and tools are not subject to moisture or rain at any time • • dyring iystayation• • . • . s®� i0 an 3 1 INSTALLATION 1 3.3 Module installation 14 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (114) - HANWHA Q CELLS GMBH - EN ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... 4 EJECTRICAL CONNECTION • • • • Riskaifatal injury due b ei•ctric shock! •• • • When dis onnetting an electrit ciculbearrying direct ••• • • current, electrlc arcs can occur thet%ay result in life -threatening injuries. -* Do NOT unplug the cable when under load. • • • • • 9 lip$TT c0hect Ahy dpo*@ cable ends. • • •4, lio NOT t uc:th4il; at tie same time. • • • • M selar frodul• generate• elecluiuel current and voltage even at a low Intensity of illumination. Sparks and electric arcs may result from the separation of a closed circuit These can result in life -threatening Injuries. The danger Increases when several modules are connected In series. 4 Please be aware of that the entire open circuit voltage is active even at low levels of solar Irradiation. 4 Please follow the valid national regulations and safety guidelines forthe installation of electrical devices and systems. + Please make sure to take all necessarysafety precautions, With module or phase voltages of more than 120 V, the extra -tow voltage range is exceeded. 4 Carry outwork on the inverter and the wiring with extreme caution. 4 Ensure that the modules are disconnected at the inverter prior to separation. 4 Be sure to observe the specified Ume Intervals after switching off the inverter. High -voltage components need time to discharge. ® DANGER! Risk of fatal Injury due to electric shock! 4 Only use dry, insulated tools for electrical work. O ® DANGER! Risk of fatal Injury due to electric shockl 4 Never open the junction box. 4 Change of bypass diodes is only allowed by qualified and trained personnel In disconnected and covered state. Ri. — — ®I DANGER! Risk of fatal injury due to electric shock! 4 Never touch live contacts with bare hands. 4 Do not touch the poles at the same time. 4 Cover connectors by suitable protective caps until installation. ■■■■■ ■iim�n�u IBM M 11111=13H ■®®® ■■ 0 ® DANGER! Risk of fatal Injury due to electric shock! 3 Insulate any exposed cable ends. 4 Only connect cables with plugs. O INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN 15 r 4 1 ELECTRICAL CONNECTION 1 4,2 Electrical installation safety DANGER! Risk of fatal injury due to electric shock! 4 Ensure correct polarity. ®OANGERI Risk of fatal injury due to electric shock! 4 Be sure to maintain the time intervals as specified by the inverter manufacturer between' switching off the Inverter and beginning any further work. . .qT DANGER! Risk of fatal Injury due to electric L23 shock! 4 Never unplug the cable when under load. 1. Switch off the Inverter. OFF serer rirrr Berra ssrr srsrr e�rr� sisa Bract cease reeae caeca eeaar rraar rrrrr rrree e�aee ewes ewer isne� is aiii si ee�er erer� rrree r�erp uii_ suit 2. Cover the modules to be disconnected. r ® 3. Switch off the DC circuit breaker. 4 Disconnect plugs by the use of appropriate and qualified tools of the manufacturer Tyco, Amphenol or Multicontact. —. 16 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH— EN NOTE! Module damage may occur! 4 Ensure that the cabling is not under stress. 4 Ensure that the cables do not run between module and subconstruction (danger of pinch). o. ®— 4 Do not connect modules with different orientations or angles of Inclination in the same string, o��1a esd�/ a/ant eUISU1n /aaa /aae/ 9>08110R ///ID� a/IDIDII 6EW�YR1 /QIIQ /QII/Q Ulna ///mom a/ID// 9a9 aQIIII /IIQQII aunat� �rQeQII /e// 1IDIDRA /a1ID rQ/I/ • Standard wiring with a return cable. ImMv ••• • • • • ••• • • •:INSTaLATI:I AJD &ERATION MANUAL SOLAR MODULES GENERATION 4 (134)— HANWHA Q CELLS GMBH —EN 17 • •• •• • • • •• •• ••• • • • ••• • • ELECTRICAL CONNECTION Connection of modules �� 4 Use solar cables for the connection at the junction box outlet 4 Use the same, inverter -compatible plugs. ORDER I ®asOEM� _ S� ® DANGER! Risk of fatal injury due to electric shock! 4 Ensure that all electrical components are in a proper, dry, and safe condition. ® 4 Ensure for a tight connection between the plugs. Plugs click together audibly. • • • • • •• • x. e • 1 •.}. �rt • NOTE Module damage may occurl Ensure that the plug connections are secured away from any water -channelling surface. ® WARNING! Fire Risk! .w Do not use light concentrators (e.g. mirrors or lenses). to®aar ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . ....dCl t o AND DEFECTS • • Pret"ive Qroundings • • • • • • • • • }46 modu!As must be grrqund4 In accordance wlth the 0 locatstatAry regulation Functional grounding • When using an installation tilt of <5" a functional • • • • • griVding pt theynegath%generator conncetion must • • be mplemented• • • • •• • • • • ••• • • *4 E•s•re Watthe.lifferen•e of potential between the • • • 000 :eg�lve g jnlratII ctneirt�Qand the PE(N) of every MPP tracker of the respective inverters is 0 V. 4 Follow the directions of the inverter manufacturer. 4 Only use Inverters which Include lincensed grounding kits. DANGER! Risk of fatal Injury due to electric shock! 4 Do not attempt to fix any problems yourself (e.g., glass cracks, damaged cables). 4 Please contact an installer or Q CELLS Technical Customer Service Department. + Do not disconnect modules by yourself. 4 Please contact an Installer or Q CELLS Technical Customer Service Department. 4 Dispose of modules in accordance with the local disposal regulations. 18 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (134) — HANWHA D CELLS GMBH — EN INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 19 MAINTENANCE AND CLEANING QCELLS solar modules are known for a long operating life and minimal maintenance effort and expense. Dirt and grime are usually washed away by rain. If the module is fully or partially shaded by dirt or debris (e.g., plants, bird droppings), it needs to be cleaned to prevent a loss of performance. Maintenance 3 The system should be inspected by an installer annually to check the following: • all system components sit securely and are corrosion free. • the connection is secure and all electrical components are clean and undamaged. Cleaning WARNING! Risk of injury due to hot and Ilve modules! 3 Only clean modules that have cooled down. 3 Do not carry or wear any electrically conductive parts. /^\ WARNING! Risk of falling due to unsecured access! 4 Never access the installation area alone or without taking adequate security precautions. 4 Please commission a trade specialist. Clean the modules as follows: NOTE! Module surface damage may occur! Remove snow and Ice carefully without force (e.g. with a very soft broom). Do not scratch off dirt. -10 Rinse dirt (dust, leaves, etc.) off with lukewarm water or use an alcohol based glass cleaner. Do not use abrasive detergents or tensides. 3 Use a soft cellulose cloth (kitchen roll) or sponge to carefullywipe off stubborn dirt. Do not use micro fleece wool or cotton cloths. Isopropyl alcohol (IPA) can be used selectively to remove stubborn dirt and stains within one hour after emergence. + Please follow the safety guidelines provided by the IPA manufacturer. 3 Do not let IPA run down between the module and the frame or into the module edges. NOTEI Module damage may occur! 4 Do not clean modules with Water If there Is a risk of frost. 0. ®® \_ ,,, ^ � `sue 1 '�• ��•-� --- — sl�+ Remove dirt with lukewarm water or — a lcohol based glass cleaner, a broom, or a soft cloth. D. not use tensides, scrapers, or any high-pressure water cleaning equipment. ®N Ct b j ICI 1 I -25 4 Free the substructure from any dirt and debris (leaves, bird nests, etc.). VA •• ••• •• • • • •• • ••• • ••• • • • • •• • • • • • •• • ••• •• ••• Or 0:0 20 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH —EN • • • 0I0TALOIATIONMIN190:tRATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 21 • •• •• • • • •• ••• • • • ••• • • ...... .... . . • . • ...... .. ...... • • • •••••• • • • • •••• •••••• • • 00 • • • • •••••• • • • • • • • • ooe*o• • • • •• • •• • •so L�7 Sti �.t . h 1 r � � y CONTACT K HANWHA Q CELLS WBH OT Thaiheim Sonne6allee 17-21 TEL +49(0)34946699-23222 EMAIL service@q-cells.com 06766 Bitterfeld-Wolfen FAX +49(0)34946699-23000 WEB Aw.q-cells.com M1i Germany ; ti Subject to change without notice. d, Hanwha Q CELLS Installation manual G4 modules_2016-07—Hes03_EN