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RC-19-1261,O-J/ Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 issue Date: 07/01/2019 Location Address Parcel Number 10675 NE 11TH CT, Miami Shores, FL 33138 1122320280190 Contacts Permit NO.: RC-06-19-1261 Permit Type: Building (Residential) Work Classification: Solar Permit Status: Approved Expiration: 12/02/2019 MICHAEL GREEN Owner GOLDIN SOLAR, LLC Contractor DAREN GOLDIN Business: 3128989679 Business: 3054699790 Description: INSTALLATION OF PV SOLAR SYSTEM ROOF Valuation: $ 33,625.00 Requests: Inspection 305-4949 MOUNTED Total Sq Feet: 0.00 Fees Amount CCF $20.40 DBPR Fee $15.13 DCA Fee $10.09 Residential Application Fee $200.00 Total: $245.62 Building Department Copy Payments Date Paid Amt Paid Total Fees $245.62 Credit Card 07/01/2019 $45.62 Credit Card 06/03/2019 $200.00 Amount Due: $0.00 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 all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 01, 2019 Page 2 of 2 I • \ 4, r BUILDING PERMIT APPLICATION REEEI VED Sul Miami Shores Village JUN p 3 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC2(0�� Master Permit No. VC-��_ 1 -IQ _1112� 1 FEJBUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 10675 NE 11 CT Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-028-0190 Is the Building Historically Designated: Yes NO Occupancy Type: Owner Load: Construction Type: PV SOLAR Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MICHAEL F GREEN Phone#: (312) 898-9679 Address:10675 NE 11 CT City: MIAMI State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: michaelfaisalgreen@gmail.com CONTRACTOR: Company Name: GOLDIN SOLAR LLC Phone#: 480-208-4688 Address: 3447 PERCIVAL AVE City: MIAMI State: FL Zip: 33133 Qualifier Name: DAREN GOLDIN Phone#: 480-208-4688 State Certification or Registration M CVC56965 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: City: Value of Work for this Permit: $ 33625 Square/Linear Footage of Work: _ Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of work: INSTALLATION OF PV SOLAR SYSTEM ROOF MOUNTED Specify color of color thru the:, Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $_ DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TnTW FFF iunw ni w C q c ✓ 2— 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� Signature OWNER or AGENT The foregoing instrument was acknowledged beforemethis 7 day of l 20 r / by c,�A{r who is personallv_knoMcr, to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: =State of FloridaGoldman+� r p�G 226355�lMwd; 2 t APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this ?) day of 1r ' nt, 2 by Qf41�i+1 tJ`b at:% t1 who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: as Print: •� �� M� Seal: �d�4 Notary Public State of Florida Steven Howard Goldman r_ My Commission GG 226355 or w Expires 06/07/2022 Plans Examiner Zoning Structural Review Clerk RC-,6,0-�61j lbi �. RECEIVED _ Goldin Solar, LLC R E D E I V E D ,. 1109 US-1, Vero Beach, FL 32960 JUN 0 ZC.OLDIN' SOLAR Certified Florida Solar Contractor 3 2l7)3 License Number: CVC56965 '1111Wes- GoldinSolar.com881601W PHOTOVOLTAIC (SOLAR) INSTALLATION AGREEMENT . . .... ...... THIS'AGREEMENT" made on May8, 2019 , by and between Goldin Solar, LLC, Florida State IiGEM4Rp. CVC56965• o ""• hereinafter referred to as "CONTRACTOR", and between Owner Name: Michael Green **:soh�r'�inafter refc��tl• • 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 specificatldnst4 plans wo Wth are referesls" • • and incorporated herein to install a Photovoltaic System otherwise described in this ARTICLE 1 (hereinafter tpd* 11PPO "), on property located aL' (hereinafter "Property"): ' • • • • • • • : • 10675 Northeast 11th Court, Miami Shores, FL 33138, US 1. Design, procure and install a 30 panels, Brand o tens 325 W/Panel) modules ( 9.75 Total Watts Win total) grid -tied photovoltaic system, utilizing SolarEdge inverter(s) and 30 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 or design requires modification for any other reason, 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 ( $3.50 $/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 $ ( $34,125 Thirty Four Thousand One Hundred Twenty Five Dollars) subject to additions and deductions pursuant to authorized change orders. Price includes PV installation and optional service plan/s per item 29 in this contract herein. ARTICLE 4. PROGRESS PAYMENTS Project is financed with: 30% cash 70% Medallion Subject to: Medallian's 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 _ 1 Contractor irrespective of Owner's account standing with Its 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 th_ a Owner. This contract will remain in full effect regardless of owners standing with financing company. _ A& This document is signed using GetAccept Digital Signature Technology. Fingerprint. d2853aG2Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad900802Of2ba383114b7dbee4f2eff)dc7eac73004637a93021a6 OWNER INITIALS MGCONTRACTOR INITIALS f1Cy --�P GE'l OF 1" t r.GOUDIDIN SOLAR Wool ARTICLE 5. GENERAL PROVISIONS PI P I." III I Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com . . .... ...... ans/ erm ng tens ng ..... • • • • 1. All work shall be completed in a workman like manner and in compliance with all building codes and otl�,r ,plicable lawgovern�l.t�y. •; the local AHJ (Authority Having Jurisdiction). • • • • • • • . ' ' 2. To the extent required by law, all work shall be performed by individuals duly licensed and authorized ¢t; to perform said work. G8fbV 00 Solar, LLC is a licensed solar contractor: Florida license #CVC56965 and licensed electrical contractor: Florida license #EC110M47 ••.••• 0• 3. Contractor, may at its discretion, engage subcontractors and others to perform work hereunder, pro;ided contractorc�al%illy pa�ls'afcd'• subcontractor and in all instances remain responsible for the proper completion of this contract. • • • 000000 4. The expense of the building permit is included in the total contract amount stated on page 1, Article 3. If 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. Expense associated with solar permits is included in contract price, and the solar permit will be obtained by contractor. OWNER agrees and will not contest that for the purposes of this contract, Contractor's obtaining and securing the solar permits is a service that improves real property as defined by Chapter 713 of the Florida Statutes. OWNER will pay assessments and charges required by public bodies and utilities for financing or repaying the cost of sewers, property site survey, 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 I 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. 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 I 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 wbrk,item and the cost shall be in addition to the Contract price specified herein. r l �-- T L _ �rP This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853aG2Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 - OWNER INITIALS ��— CONTRACTOR INITIALS v� ~ ` PA E'2 OF 1 -T: - _ i I _. _� �445� ;G D N SOLAR Insurance and Liabilities Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.cOm . . .... ...... 9. Contractor is presently insured under the following types of insurance policies:1) commercial general liebilit; 2) wo rkewi ompensation» • and 3) automotive liability. 0 0 0 : 0 0.... � • 10. The liability of the Contractor shall be limited to the area of Installation for the photovoltaic system as ewtlined by thARIgns pernvd& • by the AHJ. •0•000 66696' a. Contractor shall also not be liable for the present condition of or existing damage to the existing propwW,, ipilLding b%gd't Jirnited to old deteriorated or improperly installed sub -roofing, roof covering or supports, siding, exterior covering/pgiityr)g,• �. b. Contractor's aggregate monetary liability shall be limited to amounts paid by the Owner to Contractor Lnder t4is agregmen . 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 guarant%q buiput of the Installed sy*te" including any claims made orally or in writing by the Contractor or its employees or agents. This Agreement, along witg4any exhibits, schedules, and amendments hereto, encompasses the entire agreement of the parties, and supersedes all previous uncreorstandings 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 parry 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. 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. Coiie; all prior permits for work at the Property have been inspected, approved, and closed out and there are no existing permit violations _regarding the Prop J y: Th_e Owner further represents and warrants that no unpermitted work has taken place at the Property. This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a620b2d93582f6f8f77a968b4b53f2e2cf40e4453dObObc852ae7328c058e8cf1b582ad9008020f2ba383111444bb7dbee4f2eff7dc?eac73004637a93021a6 OWNER INITIALS �(; _ = IJ` CONTRACTOR INITIALS ar3• / —�� -"� PGE3 AOF 11 Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 r-GOLEDIN SOLAR Certified Florida Solar Contractor f h License Number: CVC56965 GoldinSolar.com a. Owner represents and warrants that there are no existing roof leaks and the roof is in adeglatecondition tarecaive the tq(ark, hereunder. • • Y • • • • • ••••••09 a *fee• b. Owner represents that there is no termite damage or structural problems with the Property ihiai :vY prevent the installation or operation of the Work hereunder. • • • • ease • • • • • c. •+I•• ••••� •Ot•• The Owner represents and warrants that there shall be no other contractors working at the 10,, to who may interfere wit}1 Contractor's work or schedule; and Owner will not execute an additional contract with a dVfS!fVJ solar contractor after hNnrig Goldin Solar during the life of the project except upon property termination of this Contract by.VTlrarty as ottie�wise descr`ii3e'd;' herein. • •• •••••• The Owner shall hold harmless, indemnify and defend Contractor from any violation or breach of the aboveYreferertced representaipr% e and warranties. The Owner shall further pay Contractor any damages incurred by or hon behalf of the contractor for.%redthpf 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. Contractor will refund owner for deposit received minus the expenses that contractor has incurred in the process of fulfilling contract. Expenses incurred by contractor until point of termination will be calculated at the sole discretion and determination of contractor. Contractor shall specifically not be liable for any damages or greater cost to complete with another contractor. r- 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/Litigation 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 a'll'owable by-law, whichever is greater will be assessed to the outstanding balance. In the event contractor engages an attorney for collection of past due amo'iint, 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 I system and allow this time for Owner to cure the defect. If Owner is found to be in default and in breach of contract, contractor reserves the right to litigate in accordance with the laws and rules of the courts in the appropriate jurisdiction. Prior to litigation contractor may attempt, but is in no way obligated, to resolve any dispute by mediation. This document is signed using GetAccept Digital Signature Technology. Fingerprint. d2853a62Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad9OO8O2Of2ba383114b7dbee4f2eff7dc7eac73004637a93O21a6 OWNER INITIALS" Ij(il; CONTRACTOR INITIALS L)G P GE_ 4 1 I r-SOLAR 18. Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com Early contract termination: The Owner has the right to terminate this agreement without incurring any cost or consewerace within (3) business days of singing this agreement — see last page of this agreement. Should the Owner elect to:errri%e this agreement aftergg*e e • aforementioned (3) business day "right to cancel" and prior to the contract fulfilment/payment early contract terminatici iwilll,take place as, follows: Owner will notify Contractor in writing of his or her intention to terminate the agreement. Contraator.Nill reply 166h ritih to Owev. • confirming that the Owner's intent to terminate has been received and will note the project stage at the 04AIiie request tp terminate was • received. Upon early termination, Owner will be liable to pay Contractor for work performed, includin,pAhe price and qp" pr any se:dAM • and time expended to obtain, secure and/or register any permits, plans, drawings or the like that wacQsacured in'grder tt satisfy 4q% • contract and for set up to accepted termination date. The termination date will be considered the date UWter'O"ractor his replLed to Orr3r. . • acknowledging their intent to terminate. The Owner's financial liability to contractor resulting from ea4jfejrpfhat on figlA.ja accordance • • with the following table: • • • • • • , • • Project Phase of Early Termination 1. Prior to performance of site survey 2. After site survey has taken place, prior to commencement of detailed engineering 3. After site survey and detailed engineering have taken place, prior to submission of plans to building department for permitting 4. After site survey and detailed engineering have taken place and plans have been submitted to permitting Note: if Owner cancels at this phase, they will be entitled to the materials purchased for them for this project, but will be required to pick up said materials from Goldin Solar, Central FL location Financial Liability of Owner to Contractor • . : • • • • • •• • • •••••• $500 onboarding Project Overhead, • • •• • ' • and 20% contract value - project acquisition "' • $500 onboarding Project Overhead, and $300 Site survey, and 20% contract value acquisition $500 onboarding Project Overhead, and $300 Site survey, and $1,500 engineering 20% contract value project acquisition $500 onboarding Project Overhead, and $300 Site survey, and $1,500 engineering, and $2,000 Management/permitting and 20% contract value project acquisition 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 i 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 eo�rrective or repair work remain to be accomplished after the building is ready for occupancy, and the aggregate cost I of that work- exceeds one percent of the gross Contract price, then Owner, pending completion of the work, may withhold payment of 2 - sufficient amount to pay for completion of the work, but shall not withhold any greater amount y% This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a62Ob2d93582f6f8r77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad9OO802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 OWNER INITIALS T CONTRACTORTNITIALS RAT �� — PAGE'5 OF 11 — — — - J — _ Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 eG�SOLAR Certified Florida Solar Contractor License Number: CVC56965 n�� GoldinSolar.com Warranty • . •.•• ..•.•• 21. Contractor warrants the installation of the system against defects in workmanship for a period of One (Zly1W4 lollowir%ta@ cQnclusiogi of installation, starting on the day that the AHJ grants the final inspection approval. The warranty covers v pjVJWhip of the PTV system. Ihis warranty does not cover force majeure, damage caused by others which shall include but not be limited to, J114ng trees of �rppches, pawe* • • outages, or normal wear and tear or the roof, roof shingle failure, sub -structure failure, siding or electycal jV%tem 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 t�1a■ • the Contractor. In the event the Owner discovers a defect within the warranty period, Owner shall notify Eo ntvactor in writint descrining o 9 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.foiba safe and efficient repair. • Contractor makes no express or implied warranty, except as expressly outlined in this contract. Installed PV system pads.(,PV%odules 9aA80 • • the inverter) have their own manufacturer warranty for a period greater than the warranty specified:under this provision. In the e:WJ,.; that PV modules or the inverter require repair or replacement beyond the Contractor's warranty, but wHin tte matgrial Mqufactuler's • warranty, the Contractor will support the Owner in the process of repair or replacement of the manufacturer warranted rfiMMals, 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 be liable for any consequential, incidental, exemplary, special, indirect, punitive or liquidated 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, 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 maybe 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. Jurisdiction, Choice of Forum and Applicable Law —.I—. 27. This agreement shall be governed and construed according to the laws of the State of Florida without giving effect to its choice of law The arties agree that all actions and proceedings arising out of direct) or indirect) to this Agreement or an ancillary,a reement principles. P g P g g Y Y B Y, g or any other related obligations shall be litigated in solely and exclusively in the Courts of State of Florida and that such courts are the convenient forum. Each party hereby submits to the personal jurisdiction of the Courts within the State of Florida.;,The parties further agree that venue shall lie exclusively within Miami -Dade County, Florida irrespective of where the work was to be performed or where the property being improved may lie. This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a620b2d9j582f6f8f77a968b4b53f2e2cf40e4453dObObc852ae7328c058e8cf1b582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 2 OWNER INITIALS �(� CONTRACTOR INITIALS fl(��y—~ PAGE-6 OF I�""�+— I I`G DEN SOLAR Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com . . .... ...... 28. The system inverter can be connected to the internet to allow for monitoring of energy production. Internet connec"i = lee provided*00 with wireless kit to connect inverter to wireless internet. Wireless communication kit— Included 0000 • •:666666 • • """ 29. Goldin Solar Service plans: Goldin Solar offers (3) tiers of maintenance/service plans which include moni%nllgby Golc6r♦9(M3r•annuarsite • •••• •••• ••••• inspection and report, and extended warranty. � ••..•• • • •.••• Silver plan Price: Number of years of Silver pan: Total Silver plan cost: • • • • •• • • • • • • • • • Gold plan Price: Number of years of Gold plan: Total Gold plan cost: : : . • • • • • : • Platinum plan Price: Number of years of Platinum pan: Total Platinum plan colt;.' • . • ;""; Total service plan cost added: Initial: -AAC 30. Contractor will cause a licensed design professional to prepare engineering and design as required by AHJ 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. 31. 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 32. 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. Initial: 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 curre'ht 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. a. 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. Initial: KA CI b. 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 povi a rating as outlined in Article 1, Item 1, with the annual energy output in kWh in the following,table. f + y� This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a620b2d93532f6f8f77a968b4b53f2e2cf40e4453dObObc852ae7328c058e8cf1b582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 OWNER INITIALS �4C, CONTRACTOR INITIALS rl( -P G 7 OF11-- r.,L1 02 r-GOL'DIN SOLAR Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com Power Rating of System (kW) Expected Annual Energy Production kWh 5 • 7,592 000009 7 10,629 •••••• sees 10 15,184 •••••• 12 18,221 ' • • • 15 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% conversion factor from DC to AC power. Monetaryvalue of energy savings expressed as avoided cost of energy not purchased from utilitywill vary depending on retail price of energy from the local utility. Initial: M.G_ a. 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: N4 G b. Contractor makes no representations as to the expense that a homeowner can expect to have on their power bill after the solar system is installed and operational. Homeowners' energy usage can fluctuate and is always subject to change with energy usage habits. For example, a homeowner may use more energy on existing appliances or buy new electrical appliances, an electrical car, etc'. A home may still receive an energy bill with a higher balance even if the solar system was designed for net zero if energy consumption has gone up relative to the baseline when the solar system was sized. Initial:. A4 G_ 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 RIGHTTO 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." FLORIDNS CONSTRUCTION LIEN _LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. - Michael Green Buyer's Signature 2019-05-08 Date .we, This document is signed using GetAccept Digital Signature Technology. Fingerprint. d2853a62Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cftb582ad9OO802Of2ba383ti4b7dbee4f2eff7dc7eac73004637a9302ta6 OWNER INITIALS 54G CONTRACTOR INITIALS 8 �� PAGE'8 OT1 `� r. LOLO Dli4 SOLAR ; - W-6:6 '' I. Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com *see . . .... 0000:0 FLORIDA HOMEOWNERS' CONSTRUCTION .":'. '. ...... .. . ...... RECOVERY FUND .... .... . . .... .... ..... 00000 PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THEJ��%lDA Hb1V11hWNtAV CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFpRMEp UNQER GONTRQ�j�;� WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY.A LIGENSEU LYIIGTRACTrOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAI9,•C0ATACF THE. FI-04I C: 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 This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a620b2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328CO58e8cf1b582ad9OO8O2Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 OWNER INITIALS j�qr CONTRACTOR INITIALS �.a t��w I GE;9 OF1 1 "^ Signatories Contractor: Daren Goldin Print Name Daren Goldin, Owner/Founder Goldin Solar, LLC (305)469-9790 dgoldin@goldinsolaccom Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com 00".111 VO///i arer (5 din Signature . . .... ...... • •••• •••• • • 2019-05-08 •• •• •• •• •••••• • • • • • •••••• Date •..... •• • • •• • • • • • • 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: Michael Green Michael Green _ 2019-05-08 Print Name Signature Date Print Name Address: Phone: Email: Signature Date 10675 Northeast 11th Court, Miami Shores, FL 33138, US 3128989679 michaelfaisalgreen@gmail.com r. A. This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853aG2Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cflb582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 f OWNER INITIALS j�q� CONTRACTORITI INALS rP E`10 OF 11- - +� ��N, eG�O-M N SOLAR NOTICE OF RIGHT TO CANCEL— DATE: Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com •• • •••••• You ma CANCEL this transaction without an Penalty or Obli ation within THREE BUSINESS DAYS from the abol rl[J .... ...... Y Y it,�• • • • If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiablesinstrurnent executed by you will be returned within TEN BUSINESS DAYS following receipt by the seller of your cancellation notice, and any security interest arising outo{tfie transaction `• ••• • ••••• will be cancelled. ••• •• •• • • •• •• •• •• •••••• If you cancel, you must make available to the seller at your residence, in substantially as good condition as wh;O Mellred, 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 s&ipmenf of the goods attha: • ••••• 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 Noticebj4.Cjgd4el1ation, 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 1109 US-1 Vero Beach, FL 32960 NotLaterthanMidnightof 72 Hours after 2019-05-08 I HEREBY CANCEL THIS TRANSACTION. Buyer's Signature Date I This document is signed using GetAccept Digital Signature Technology. Fingerprint: d2853a62Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 ' PA E'i 1 of 11 OWNER INITIALS rQ-� CONTRCTOR INITIALS [L� A - .� I i cGOL.SOLAR Seller: Goldin Solar, LLC Buyer: Michael Green Date: 2019-05-08 Goldin Solar, LLC 1109 US-1, Vero Beach, FL 32960 Certified Florida Solar Contractor License Number: CVC56965 GoldinSolar.com Contract Amendments: Cash payment totaling $10,237.50 20% after site survey 30% after permit is approved 50% the permit is closed Signatories Contractor: Daren Goldin r1011 2019-05-08 3 Print Name Signature Date Daren Goldin, Owner/Founder Goldin Solar, LLC (305)469-9790 dgoldin@goldinsolar.com Owner: -e - • Michael Green Michael Green- �c;;ri,ac tart'.': 2019-05-08. - Print Name I Signature Date This document is signed using GetAccept Digital Signature Technology. Fingerprint:d2853a62Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328cO58e8cf1b582ad9OO802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 OWNER INITIALS r n nc 77 CONTRATNI COR ITIALS �� — —PAGE 12"0—F-1---, I Signature Certificate Document name: Michael Green Solar Contract Unique Document Id: • • • • eafe4d68.6cc6-441 b-a462-873c9352 • • • • • • Document fingerprint: • • • • • 0 i • • d2853a62Ob2d93582f6f8f77a968b4b53f2e2cf4Oe4453dObObc852ae7328co58 • • • : • • • • • e8cflb582ad900802Of2ba383114b7dbee4f2eff7dc7eac73004637a93021a6 000000 • Signatories ,++,•, • Michael Green ••••• Op.. •� ® Trusted timest • • • •+•••• Email: michaelfaisalgreen@gmail.com UT� 2019-05-08 17: • • :0:55 Device: Internet Explorer 11.0 on Windows 7 (computer) ••,- a • .I IP number:205.214.180.13 IP Location: New York, New York, United States , Michael Green ••:•I•• Darien Goldin Trusted timestamp: Goldin Solar, LLC 2019-05-08 18:13:12 UTC Email: DGoldin@Goldinsolar.com Device: Chrome 73.0 on Windows 10 (computer) IP number: Miami, Florid IP Location: Miami, Florida, United States This document was completed by all parties on: 2019-05-08 18:13:12 UTC erGetAccept This document is signed using GetAccept Digital Signature Technology. This Signature Certificate provides all signatures connected to this document and the audit log. Page 1 / 2 Audit log Trusted timestamp Event with collected audit data 2019-05-08 18:13:12 UTC Document was signed by Daren Goldin (DGoldin@Goldinsolar.com) Device: Chrome 73.0 on Windows 10 (computer) •••• IPnumber: 98.249.190.18-IPLocation: Miami, Florida, UniteciStatet ••••' •••••• 2019-05-08 18:13:07 UTC Document was verified via handwritten signature by Daren G&W" • see*:* (DGoldin@Goldinsolar.com) ••••• •• • • • Device: Chrome 73.0 on Windows 10 (computer) • • • • •• IP number: 98.249.190.18 - IP Location: Miami, Florida, Unitedltates• • *so*** •••• •••• ••••• • • 2019-05-08 18:13:03 UTC Document was reviewed by Daren Goldin (DGoldin@GoldmsocasLcor*) •� • i ••••• Device: Chrome 73.0 on Windows 10 (computer) '* so " '• ••"�' IP number: 98.249.190.18 - IP Location: Miami, Florida, Unitel"T": • •� • • • • •••••• 2019-05-08 18:10:59 UTC Document was opened by Daren Goldin (DGoldin@GoldinsoVc(jrM). • ' • Device: Chrome 73.0 on Windows 10 (computer) •• • • •• • • IP number: 98.249.190.18 - IP Location: Miami, Florida, United States so:..* 2019-05-08 17:50:57 UTC Document was sent to Daren Goldin (DGoldin@Goldinsolar.com) 2019-05-08 17:50:55 UTC Document was signed by Michael Green (michaelfaisalgreen@gmail.com) Device: Internet Explorer 11.0 on Windows 7 (computer) IP number: 205.214.180.13 - IP Location: New York, New York, United States 2019-05-08 17:50:49 UTC Document was verified via handwritten signature by Michael Green (michaelfaisalgreen@gmail.com) Device: Internet Explorer 11.0 on Windows 7 (computer) IP number: 205.214.180.13 - IP Location: New York, New York, United States 2019-05-07 18:34:44 UTC Document was reviewed by Michael Green (michaelfaisalgreen@gmail.com) Device: Mobile Safari 12.1 on iOS 12.2 AP iPhone (smartphone) IP number: 99.140.76.187 - IP Location: Miami, Florida, United States 2019-05-07 18:32:47 UTC Document was commented by Goldin Solar Proposal Qjoyal@goldinsolar.com) Device: Mobile Safari 12.1 on iOS 12.2 AP iPhone (smartphone) IP number: 99.140.76.187 - IP Location: Miami, Florida, United States Comment: Hi {{recipient.first_name)). Feel free to reach out to me here if you have any questions! 2019-05-07 18:32:08 UTC Document was opened by Michael Green (michaelfaisalgreen@gmail.com) Device: Mobile Safari 12.1 on iOS 12.2 AP iPhone (smartphone) IP number: 99.140,76.187 - IP Location: Miami, Florida, United States 2019-05-07 18:31:16 UTC Document was sent to Michael Green (michaelfaisalgreen@gmail.com) 2019-05-07 18:31:13 UTC Document was sealed by Goldin Solar Proposal Qjoyal@goldinsolar.com) 2019-05-07 18:30:25 UTC Document was created by Goldin Solar Proposal Qjoyal@goldinsolar.com) Device: Chrome 74.0 on Mac 10.14 (computer) IP number: 108.189.186.160 - IP Location: Orlando, Florida, United States &GetAccept Page 2 / 2 This document is signed using GetAccept Digital Signature Technology. This Signature Certificate provides all signatures connected to this document and the audit log. Replacement Cost Approach Report 10675 NE 11 Ct Miami Shores, FL 33138 Date of inspection: June 17, 2019 FOR: Michael Green t°'acn�Gtay if'iettdanetol (7qPPtaL44djorte j'atp. dlione: 30.' 57 -I4QD 78062 oyr 870. I'outt Emadl. L=ae11aA&=zo/xe.co/n C/fiarni, dlotida 33078 Weheite: www.appptzone.com J065 .9oV e.ou s t!aa.11a s dettt find �F : Ain ©63 04Pptaaal jone Ifo'tp. 78062 & W 87"' ebutt ,C,/"iiami, rflotiala 33078 June 18, 2019 op6one. 30&57Q-74-90 Imail. lean elm x��m Weiute: www.aSpptzone.com In accordance with your request, we have appraised the above referenced property and improvements. The report of that appraisal is attached. The sole objective and purpose of this report is to establish an estimate of replacement value (construction cost). This appraisal report is intended for sole use by the current owner and city. This report is based on a physical analysis of the site and improvements. The appraisal was developed and the report was prepared in accordance with the Uniform Standards of Professional Appraisal Practice. This is a "limited/restricted use" appraisal report as only a limited cost approach was considered. The cost estimates and conclusions reported are as of the effective date stated in the body of the appraisal report and contingent upon the certification and limiting conditions attached. Based upon our analysis, it was concluded that the Estimated Replacement Cost for the subject property as of June 18, 2019 (building improvements only - not including land value) to be: ESTIMATED REPLACEMENT COST NO DEPRECIATION: (SAY) $240,640 -21% DEPRECIATION: -$50,534 ESTIMATED REPLACEMENT COST WITH DEPRECIATION, SEE BELOW: (SAY) $190,106 Respectfully submitted, Jorge L. Canellas Cert Gen RZ-3065 2 Jorge L. Caneflas State Cert. Genera1 PEA #PZ-3065 18062 WW 871h Court, 9diami, Florida 33018 Ph: 305-512-1420 F.T. 305-675-2859 CERTIFICATION The undersigned hereby certify(ies), to the best of his/her or our knowledge and belief: He/she or we have/has relied on statements of facts furnished to him/her or us by others and has performed no independent verifications of any facts except as specifically set forth in the report. However, to the best of his/her or our knowledge and belief, the statements of facts in this report, upon which the analyses, opinions and conclusions expressed herein, are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and they are that of the appraiser(s) and /or his/hers or their employees or personnel, unbiased professional analyses, opinions, and conclusions. The appraiser and/or his/her their employees and/or independent contractors have no (or specified) present or prospective interest in the property that is the subject of this report, and that the parties to this report and his/hers their employees and or independent contractors have no (or specified) personal interest or bias with respect to the parties involved. The compensation is not contingent upon the reporting of a predetermined value or direction of value that favors the cause of the client, the amount of the value estimate, the attainment of a stipulated result, or the occurrence of a subsequent event. That neither or employment nor our compensation for preparing this report is in anyway contingent upon the conclusions reported herein. The appraiser (s) preparing this report and or his, theirs or its employees prepared the analysis, conclusions and opinions concerning real estate values that are set forth in this Appraisal Report. To the best of our knowledge and belief, the statements of fact contained in this appraisal, upon which the analysis, opinions and conclusion expressed herein are based, are true and correct. That neither our employment nor our compensation for making this report, are in any way contingent upon values reported herein, or the attainment of a stipulated results, or the occurrence of a subsequent event directly related to the intended use of this appraisal. 3 I have no bias with respect to the property that is subject of this report or to the parties involved with this assignment. That this report has been made in conformity with and is subject to the requirements of the Code of Professional Conduct of the Appraisal Institute Inc. The scope of our assignment was to value the property hereinafter described and delineated. That we have no direct or indirect, present or contemplated future personal interest in such property or in any way benefit from the sale of the subject. The analysis, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. I have performed no other services, as an appraiser or in any other capacity, regarding the property that is the subject of the work under review within the three year period immediately preceding acceptance of this assignment. The appraiser with no current or prospective interest in regarding the subject and/or parties involved. The exposure time estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical assumption of a sale at market value on the effective date of the appraisal. Most types of commercial properties similar to the subject have marketing periods ranging from six to twelve months. Exposure time is a retrospective opinion on an analysis' of past events assuming a competitive and open market. Based upon our analysis, it was concluded that the Estimated Opinion of Market value for the subject property as of June 18, 2019 (building only - not including land value) to be as is: ESTIMATED REPLACEMENT COST NO DEPRECIATION: (SAY) $240,640 -21 % DEPRECIATION: -$50,534 ESTIMATED REPLACEMENT COST WITH DEPRECIATION, SEE BELOW: (SAY) $190,106 Respectfully submitted, Jorge L. Canellas Cert Gen # RZ-3065 L SUMMARY OF SALIENT FACTS Valuation Date: June 18, 2019 Appraisal Type: Cost Approach Estimate Property Rights Appraised: Fee Simple for Improvements only Address[Location: 10675 NE 11 Ct, Miami Shores, FL 33138 Legal Description: MIAMI SHORES ESTATES PB 47-58 Lot 3 BLK 1 Property Owner(s): MICHAEL F GREEN Year Built: 1948 GLA: Approximate 1,454 SF, as per measurements Garage: None Zoning: RS14 25, R 15 Single Family Style: One Story Location: Good Folio Number: 11-2232-028-0190 Map Reference: 52-42-32 Parking: Asphalt Parking Highest and Best Use: Current Estimated Marketing Time: Within six to twelve months Intended Use/User: City/Michael Green Intended Use: To establish replacement cost for the subject Three Year Sale History: 06/15/2018 $490,000 qua] by exam One Year Listing History: N/A 5 SUMMARY OF SALIENT FACTS CONTINUED Building Improvements: The subject property is a one story single family residence build with good quality materials and will be with detailed workmanship. The subject with an average view. The property consists of three bedrooms and two bathrooms, kitchen area, dining area, living area, patio, pool and perimeter fencing. The roof top is gable with wood trusses comp and roll and tile covering. The flooring will is tile. The windows are aluminum trimmed. The subject property with HVAC. The driveway for the subject is asphalt. The subject property with a circular driveway. The construction quality is considered good concrete block with reinforced elements. The subject Property with approximately 1,436+/- square feet of gross living area plus exterior covered areas. *This summation is based on a cursory exterior inspection and should not be considered as a replacement for a more detailed property inspection with testing of the individual components and systems. The building was visited and on site measurements were provided by Real Quest and the County tax rolls for accuracy. Condition: The subject property is will be in good condition. Conditions: This appraisal is subject to the General Assumptions & Limiting Conditions, and Certificate of Appraisal Included herein. I ASSUMPTION AND LIMITING CONDITIONS The value conclusions and the certification within this report are made expressly subject to the following assumptions and limiting conditions in this report, which are incorporated herein by reference. 1. No responsibility is accepted for matters legal in nature; titles is presumed to be good and assumed to be held in fee simple. All existing liens and encumbrances, if any, have been disregarded (unless otherwise stipulated within the report) and the property is appraised as though free and clear, under competent ownership and management. 2. The legal description and site drawings furnished (if provided) are assumed to be correct. 3. The maps and sketches are included to assist the reader (if provided). Unless a survey of the property has been provided, no responsibility, whatsoever, in connection with such matters will be recognized 4. It is assumed that the project herein set forth is an allowable use under the zoning, and is further considered its highest and bet use. 5. The land and soil of the area under the appraised appears firm and solid. The analyst was not supplied with an engineering survey and under this condition this appraisal does not warrant this condition. 6. Existing buildings involved in this appraisal report have been inspected and damage, if any, by termites, dry rot, wet rot, or other infestations have been reported if discovered as a matter of information but no guarantee of the amount or degree of damage is intended. 7. In this appraisal of existing improvements, the physical condition of the improvements was based on visual inspections. No liability is assumed for the soundness of structural members since no engineering tests were made. 8. All furnishings and equipment, except those specifically indicated and typically considered as part or real estate, have been disregarded. Only the real estate has been considered. 9. Information furnished by others including comparable sales data is believed to be reliable, but the appraiser assumes no responsibility for its accuracy. 10. The fees received for preparation of this report were not contingent upon the final value estimate. 11. The appraiser is not required to give testimony or attendance in court by reason of this appraisal with reference to the property in question, unless arrangements have been made previously thereto. 12. Possession of the reports or copies thereof, does not carry with it the right to publications nor may be used for any purpose by any but the applicant, without the written consent of the appraiser and then with the proper qualifications. 13. The valuations may not be used in conjunction with any other appraisal. The conclusions are based upon the program of utilization described herein and have not been separated into parts. 14. This appraisal has been made in accordance with the rules of professional ethics of the Appraisal Institute Inc. 15. Neither all nor any part of the contents of this report shall be conveyed to the public through advertising, public relations, news, sales, or other media, without the written consent and approval of the author, particularly as to the valuation conclusions, the identity of the appraiser or firms with which they are connected or any reference to the Appraisal Institute Inc., and /or the M.A.I. or S.R.A. designations. 7 ASSUMPTIONS AND LIMITING CONDITIONS (Continued) 16. The estimate of Replacement Cost applies only to the date specified in the report. Replacement Cost of Real Estate is affected by many related and unrelated economic conditions, local and national, which might necessarily affect the future market of the subject property. We, therefore, assume no liability for an unforeseen precipitous change in the economy, the project, region, or property. 17. Unless otherwise stated in this report, the existence of hazardous substances, including without limitation asbestos, polychlorinated biphenyls, petroleum leakage, agricultural chemicals, urea formaldehyde foam insulation, toxic waste, other contents of environmental conditions, which may or may not be present on the property has not been considered, they were not called to the attention of the Appraiser, not did the appraiser become aware of such during the Appraiser's inspection. The Appraiser has no knowledge of the existence of such materials on or in the property unless otherwise stated. The appraiser, however, is not qualified to test such substances or conditions. The value estimated is predicated on the assumption that there is no such condition on or in the property or in such proximity thereto that it would cause a loss in value. No responsibility is assumed for any such conditions, or for any expertise or engineering knowledge required to discover them. An expert in this field should be retained by the property owner if deemed appropriate. 18. No environmental impact study has been ordered or made. The appraised property is assumed to be in compliance with all applicable regulations unless otherwise noted in the report. 19. The appraiser has not valued the cost of pilings or quantity/ type of pilings, and therefore they have not been calculated into the replacement cost. It is recommended that an engineer look at the property to determine, if pilings do in fact exist in the foundation, the type, and quantity. At that point a cost could be rendered, if needed. 20. The appraisal report contains a sketch, which is provided to show the approximate dimensions of the subject's improvements. All measurements of the improvements have been rounded and the appraiser has tried to determine actual measurements as accurately as possible. This is not a survey and is not to be interpreted as a survey of the subject property. The sketch is included only to assist the reader in visualizing the subject and understanding the appraiser's determination of its approximate size. 21. The Replacement Cost figure represents the average estimated cost to rebuild this building after a total loss and includes such things as labor and materials to meet current building codes and general contractor profit and overhead for your location. The actual reconstruction costs for this building may differ from this figure due to changes in economic conditions, power to negotiate, building contractor availability, and specific building contractor attributes. The estimate does not include costs for such items as excavation, land value or detached structures. This information is to be used for insurance purposes only and is provided on the condition and understanding that it represents only an estimate and that the provider is not responsible for good faith errors SUBJECT PHOTOS 10 12 SUBJECT FLOOR PLAN 26' Open Patio M 11' 26' 18 Cov.Patio � v_ Den ,i Bedroom Bath w 26' 11' 1 Kitchen Dining Room Bath N O N N Bedroom Living Room Foyer Bedroom 10' 8' N 20' N I Cov.Entry N 18' 8' 'pT>L Fvab.de, ar.. Area Caiculations Summary LivioU Area _. - Calculation Details Am Floor t454 Sq ft 20 x 2 = 4i1 1S x 2 = 36 56 .20 = 1124) 44 x i = 132 l8 x 7 = 126 Total Llvitic Area (Rounded): 1454 Sq It �q,yy,yyl� Open Porch 16 Sq ft 2 x 8 = 16 Open Parch lit) Sq ft It x lu = 110 13 AERIAL MAP 14 SUBJECT NEIGHBORHOOD The neighborhood is located in the City of Miami Shores, Florida and is surrounded by residential neighborhoods. NEIGHBORHOOD MAP PIE. :t"tF t 3 Ic a' 19th'�': � w 10675 Northeast idE Urn n 11 ih court NE 3071h St x z Ott,, Busy Bee Car Nash � ra s (Miami Shores) Yo�e8lt�; i>A�a�� e fan, 6 � 5 � � � J"� $ �usb�1T . S" �i� �. � . �` • 1c�� „�'�.k7k^'�d $�i 1 z�'$'i$b�$J�.$a2� %��,p. bSY r� Q .� yE ' wl Ad q� I ME ill 15 A right or interest in property is referred to as an estate. This interest may be a fee ownership interest or a lease interest for a period of years. An estate in land is the degree, nature or extent of interest, which a person has in it. An undivided ownership of a parcel of real estate embraces a great many rights such as the right to its occupancy and use; the right to sell it in whole or in part; the right to bequeath it; and the right to transfer it by contract for specified periods of time. These rights of occupancy and use are called beneficial interests. An owner who leases real estate to a tenant: transfers one of these rights in his bundle, namely the beneficial interest or the right to use or occupy to the tenant, in accordance with the provisions of the lease contract. He retains all other interest in the bundle. In the subject instance the interest appraised herein is the market value in the fee simple. Title is assumed good and marketable. Ownership is assumed transferable and free from all encumbrances, except those specified in public records. For an explanation of fee simple interest, we have consulted the Dictionary of Real Estate Appraisal, 3'd edition. Fee simple interest is defined as: An absolute fee; without limitations to any particular heirs, or restrictions, but subject to the limitations of eminent domain, escheat, police power, taxation; an inheritable estate. Personal property is generally considered property that is movable, as opposed to real property or real estate. In common law systems, personal property may also be called chattels or personalty. In civil law systems, personal property is often called movable property or movables — any property that can be moved from one location to another. Personal property is movable and can be understood in comparison to immovable property or real property, such as land and buildings. Movable property on land, for example, larger livestock, was not automatically sold with the land, it was "personal" to the owner and moved with the owner. The word cattle is the Old Norman variant of Old French chatel, chattel (derived from Latin capitalis, "of the head"), which was once synonymous with general movable personal property. INSPECTION DATE The subject property was inspected by Jorge Canellas Cert Gen RZ3065 on June 18, 2019. EFFECTIVE DATE OF VALUATION The subject property is valued as of June 18, 2019. fL FORMAT AND CONTENTS This appraisal has been prepared conforming to the minimum standards of the Uniform Standards of Professional Appraisal Practice (USPAP), as adopted by the appraisal foundation and the Supplemental Standards of Professional Practice adopted by the appraisal institute. DEFINITION OF MARKET VALUE The most probable price which a property should bring in a competitive and open market requisite to a fair sale, the buyer and seller each acting prudently, knowledgeably and assuming the price is not affected by the undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated 2. Both parties are well informed or well advised, and both acting in what they consider their own best interest. 3. A reasonable time is allowed for exposure in the open market. 4. Payment is made in cash in U.S. Dollars or in terms of financial arrangements comparable thereto. 5. The price represents the normal consideration for the property sold unaffected by the special or creative financing or sales concessions granted by anyone associated with the sale. The definition of market value reiterates the Department of the Treasury, Office of the Comptroller of the Currency, under 12 CFR Part 34, dated August 24d', 1990. (Section 34.42 — Definitions) As defined in the dictionary of Real Estate Appraisal, 3rd edition, Appraisal Institute 1993: the Value of specific ownership rights to an identified parcel of Real Estate as of the effective date of the appraisal: relates to what physically exists and is legally permissible and excludes all assumptions concerning hypothetical market conditions or possible rezoning. SCOPE OF THE APPRAISAL An appraisal is generally defined as an estimate of value based upon the parameters of the assignment as of a specified date. The valuation of real estate is base on a process of date collection, and analysis and conclusions drawn by a third party. The purpose and data of this appraisal, along with the property rights appraised, have been previously defined. Existing improvements are best valued through the application of the traditional approaches to value as applicable, i.e., The Cost Approach, the Sales Comparison Approach, and the Income Approach. The scope the appraiser utilized in this report was the cost approach was believed most reliable. GENERAL MARKET DERIVED DATA Data sources used to identify comparables sales, market rents and expense statistics have been obtained from various sources including our office files from properties previously appraised as well as other generally accepted as reliable sources such as Metroscan, Realtron, First American Data Solutions, Loopnet, and commercial and investment properties published by the Board of Realtors. 17 COMPETENCY PROVISION In regard to this appraisal assignment, the appraisers have complied with the "Competency Provision" of the Uniform Standards of Professional Appraisal Practice. Reference is made to the "Appraisers' Qualifications" in the addendum of this report. DATA VERIFICATION Every effort has been made to verify information obtained from secondary sources. However, in the time frame in which an appraisal is prepared, principals are not often available or do not wish to discuss information with an appraiser that is not part of the public records, knowing that some of the information might be disseminated, to the general public. Therefore the data used in this appraisal is believed to be true and correct but cannot be warranted. Data obtained from professional associates' sources often relates to properties they have personally appraised. This information is often confidential (Appraiser/Client) in nature, and may be referred to in this analysis as a general source of data with the client's permission, but retained in our files so that the confidentiality of the source is maintained, and the specific data is not disseminated to the public in a manner not authorized by the client. Verification of data may have come additionally from, surveyors, closing agents, attorneys, buyers, sellers, property owners & property management co's i.e.; leasing agents and/or realtors. ISSUES OF GROWTH MANAGEMENT AND CONCURRENCY Concurrency is an issue that affects development in the State of Florida. According to Florida's Growth Management Act; Section 163.3177 (10) (H), Florida Statutes; "It is the intent of the legislature that public facilities and services needed to support development shall be concurrent with the impact of development". Issues of Growth Management are not completely understood by market participants, nor are they completely understood by local government employees. The appraisers have researched the issues of Growth Management and Compact Deferral Zones, and have found that the issues have certain adverse impacts on undeveloped property as well as reconstruction and/or expansion activities on improved properties. Zones of Compact Deferral are in constant change; that is, areas are under constant review for inclusion/and or exclusion from the zones. As amplified in the following sections, the appraisers have reported these issues and the effect (if any) on the subject as of the date of valuation, as related to the appraisers by local governments and their employees. The appraisers assume that the information they received is true and correct. MARKETING CONSIDERATIONS Since Real Estate is a highly leveraged investment, the estimate of value contained herein is made with the assumption that some type of mortgage financing will be available or a cash transaction will result. Most types of commercial real estate have marketing periods ranging from six (6) months to a year. Value estimates would typically be discounted for extended marketing periods. These discounts may include deductions for holding costs or simple discounting based on the information available within the area for similar type properties. Buyer and seller demand for a particular location and the desire to obtain same/or dispose of, are amongst many of the untold motivations that influence sellers to sell and buyer to buy in many a transaction. VALUATION ANALYSIS: DIRECT SALES COMPARISON APPROACH TO VALUE: Not requested and not considered. INCOME APPROACH TO VALUE: Not requested and not considered. COST APPROACH TO VA UE: This area will be completed for owner's sole knowledge. There is NO IMPUTED DEPRECIATION, as the Improvements IF DESTROYED must be replaced in whole, depreciation will be reflected below estimated replacement value. VALUATION ANALYSIS — APROACH TO APPRAISAL — INTRODUCTION The appraisal process is the orderly program in which the data used to estimate the value of the subject property is acquired, classified, analyzed and presented. The scope of the assignment was to estimate the market value, based upon the highest and best legal use for the subject property, which we have concluded to be as a condominium building. Initially, the appraisal problem was defined; that is, identification of the subject, the effective date of the estimate, the property rights being appraised and the type of value sought is the basis to commence the task of the appraisal problem. Once this was accomplished, the appraiser collected and analyzed the factors affecting the market value of the subject property. These factors included regional and neighborhood analysis, the property analysis to include physical site, and the improvement characteristics and finally the correlation of theses factors into an analysis of Highest and Best Use. This assemblage and analysis of data and subsequent estimation of Highest and Best Use provide parameters enabling the selection of market data to use in estimating the market value of the subject property. In assignments to estimate market value, the ultimate goal of the valuation process is a well -supported value conclusion that reflects the appraiser's study of all factors that influence the market value of the property being appraised. To achieve this goal, an appraiser studies a property from three different viewpoints, which correspond to the three traditional approaches to value. Each of the three traditional approaches to value will be considered in the case of the subject property. These are: The Cost Approach, The Market Comparison, or Sales Comparison Approach, and the Income Approach. The indications of each of these approaches will then be correlated into a final value estimate. 1. The current cost or reproducing or replacing the improvement, minus the loss in value from deprecation, plus the land value is: The Cost Approach. 2. The value indicated by the recent sales of comparable properties in the market is: The Market Comparison Approach. 3. The value of a property's earning power based on the capitalization of its income: The Income Approach. 19 The three approaches to value are interrelated; each involves the gathering and analysis of sales, cost, and income data that pertain to the property being appraised. From the approaches applied, the appraiser derives separate indications of value for the property being appraised. Although the approaches are interrelated, the property type and use will determine which approach or approaches are the most appropriate. One or more of the approaches may not be applicable to a specific assignment or may be less significant due to the nature of the property, the decisions of the client, or the data available. In appraising retail or any other IMPROVED PROPERTIES for INSURANCE REPLACEMENT, the ONLY APPLICABLE APPROACH is THE COST APPROACH. METHODOLOGY AND APPLICATION With the Cost Approach., the improvements are replaced as if new, and any applicable depreciation is deducted to arrive at a net improvement value. Added to this is the value of the land, and any site improvements or allied appurtenances in order to arrive at a value estimate. Explanations of the other approaches follow, hence their non -applicability to the assignment at hand. The Direct Sales Comparison or Market Approach is based upon the principle of substitution; that is, when a property is replaceable in the market, its value tends to be set at the cost of acquiring an existing property with the same utility, assuming no costly delay in making the substitution. Since no two properties are ever identical, it is necessary to consider the differences in location, size, condition, age and etc. Adjustments are made by comparing the sales to the subject and are best determined by the actions of typical buyers and seller in the marketplace. The Income Approach involves an analysis of the anticipated benefits from the property in terms of dollar income or amenities. The estimated future income and/or reversion are then capitalized or discounted to a present worth figure at a rate commensurate with the quality and durability of the income stream and those anticipated benefits. The Income Approach was considered non - applicable to the appraisement of this property, as this is not considered a factor for insurance replacement. 20 DIRECT SALES COMPARISON APPROACH TO VALUE The Direct Sales Comparison, or Market Approach is the most commonly known and employed method of valuing Real Estate. The essence on this approach is based upon the principle of substitution i.e.; that a prudent purchaser will pay a price for a particular piece of property, which is commensurate with the prices currently being paid for similar properties in similar locations. Thus, the appraiser assembles sales and offerings of properties containing generally similar uses, amenity and aesthetic features as are possessed by the subject property. Analysts of the real estate market realize that there are no two properties exactly alike. An adjustment process therefore is required to compensate for differences between comparable date employed by the appraiser and the subject property under analysis. Adjusting for tangible differences between two properties, the cost to reproduce the various items is used as a guide in making adjustments. Market experience also demonstrates that purchaser tend to pay less for purely cosmetic features that contribute little to the utility of property. The price paid for such peripheral improvements is usually less than the cost of reproduction therefore; the judgment of the analyst should reflect the reaction of typical prudent purchasers. Other factors, besides structural detail, which bear upon the value of property, include the time of sale, zoning, terms and the circumstances f the sale and location. The appraiser analyzes the market data employed in relation to the subject property, and in so doing takes into account all items, which contribute to or detract from value. The Market Comparison approach is a technique of finding less of similar properties and carefully analyzing and comparing them by virtue of their differences and major similarities into an indication of value for the appraised property. The comparable properties were observed for their possibility of similar functional potential utility. Size, area, age and condition of improvements were also analyzed and considered. Comparable sales chosen were similarly located, similar use/ purpose properties all located within the subject's competitive market area. Comparable sales data is not relevant to COSTING out a property for the purpose of INSURANCE REPLACEMENT. The validity of this approach is dependent upon the availability, quantity, relevancy and quality of the availability, quantity, relevancy and quality of the data. Procedurally, the steps in the Direct Sales Comparison Approach are as follows: 1. Research of the market to obtain information about transactions, listings and other offerings of properties similar to the subject. 2. Verify the Information by considering whether the data obtained is factually accurate and the transactions reflect arms length market considerations. 3. Determine relevant units of comparison e.g., price per unit or multiplier, and develop a comparative analysis for each unit. The unit of comparison utilized in the analysis of church is the price per square foot of improvements to the land area. 4. Compare the subject and the comparable sales according to the elements of comparison and adjust the sales price of each comparable as appropriate or eliminate the property from consideration. 5. Reconcile the value indications that result from the comparable sales into a single value indication. 21 In the case of'the subjectproperty, the SALES COMPARISON APPROACH was ruled out. COST APPROACH TO VALUE For reference, an explanation of the cost approach is as follows; The Cost Approach is the process where the value of improved property is estimated on the basis of the cost to replace the structures, less applicable depreciation. The appraiser must first estimate the cost to replace the structure. All components of the structure are taken into account. Then the appraiser must estimate depreciation from all sources, including physical deterioration (curable and incurable), structural obsolescence (curable and incurable) and economic obsolescence. The sum of the depreciated value is the indicated value of the property via the Cost Approach for improvements. The following summary outlines the above process: REPLACEMENT COST OF ALL IMPROVEMENTS LESS DEPRECIATION PHYSICAL (CURABLE & INCURABLE) FUNCTIONAL OBSOLESCENCE (CURABLE & INCURABLE) ECONOMIC OBSOLESCENCE EQUALS DEPRECIATED VALUE OF IMPROVEMENTS PLUS SITE IMPORVEMENTS PLUS LAND VALUE RESULTS IN: INDICATED VALUE BY COST APPROACH In the case of valuation for INSURANCE PURPOSES, there is NO IMPUTED DEPRECIATION as the Improvements IF DESTROYED must be replaced in whole. 22 COST APPROACH ESTIMATED REPLACEMENT COST NO DEPRECIATION: (SAY) $240,640 -21 % DEPRECIATION: -$50,534 ESTIMATED REPLACEMENT COST WITH DEPRECIATION, SEE BELOW: (SAY) $190,106 23 QUALIFICATIONS OF JORGE LUIS CANELLAS LICENSES State Certified General Real Estate Appraiser No. RZ 3065 Real Estate Broker, State of Florida APPRAISAL & REAL ESTATE EXPERIENCE • Appraisal Zone Corp. May 2005 to Present • MAC Appraisal Corp, Miami, Florida January 2001 to March 2005 • Residential Appraisers, Miami, Florida January 1999-2001 Types of Appraisal Assignments • Commercial • Single Family Residence • Condominium • Multi-Family(1-4 Units) • Vacant Land • FHA Financed Properties SPECIALIZED EDUCATION • Real Estate Sales Person : 1996 • Sales Performance Systems: 1996 • Real Estate Mortgage : 2001 • Real Estate Sales Person Continued Education : 1998 • Real Estate Sales Person Continued Education : 2000 • Real Estate Sales Person Continued Education : 2002 • Course 520 Highest and Best Use and Market Analysis :2000 • Uniform Standards of Professional Appraisal Practice : 2001 :2004 • Investment Analysis for Appraisers:2004 • Valuation Analysis for Home Mortgage Insurance :2004 • Residential Appraiser (AB-2) 2001 • Residential Appraiser (AB2-B)2001 • Home Inspector: 2003 • Appraisal Board III: 2007 • Marshall & Swift trained Appraiser • Techniques of Income Property 2006 • National USPAP 2007 MEMBERSHIP IN PROFFESSIONAL ORGANIZATIONS • The foundation of Real Estate Appraisers • The Realtor Association of Miami • Member of ASHI • Residential Associate of the Appraisal Institute 24 APPRAISER'S LICENSE RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION FLORIDA REAL ESTATE APPRAISAL BD THE CERTIFIED GENERAL APPRAISER HEREIN'IS CERTIFIED UNDER THE PROVISO "- � APT R 475 FLORIDA STATUTES EXPIRATION'DAT 14 _EMS1ER 30, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. 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THE IDEAL SOLUTION FOR: Rooftop arrays on arraysresidential buildings®Rooftop commercial/ industrial buildings "CELLS Engineered in Germany NtR^ MECHANICAL SPECIFICATION Format 66.3 in x 39.4in x 1.26in (including frame) 66s•n6e6m u (1685mm x 1000mm x 32mm) 666'p6°mm 9•a6a.6mm1 Weight 41.2lbs(18,7kg) a 4 Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology aGmundna Doln4 DM1l'IT f9,6mm Back Cover,* ereomposite film 'C/ 6).4'p6=mom ee • • • • •Frame • • • • Black anodizeN alumilitum e Cell • e eii-x 20 monecrystflMne Q.ANTUM solar half -cells ®®' • • • • • • Junction box •2.76-3.35 ir":4?2.76 in x 0.51-0.83 in • • (70-85 mm K i4710•Trn x 13-21 mm), decentralized, IP67 6 66T.,G e.Dm^.,•^„« • C �•••••able eee4�nmzSolarcghjee(f)a43.3in(1100mm),(-)>_43.3in(1100mm) If -I s ' ,,,, ° t F1.35'p3,m0 DfTALL D.63P1 mml li onnector •68 • • • • • • e(�u�ti-Contact W94,:P -� °.,3i•p.5mm 0.966•p9.Smm/I1 • • • • • • • • • • • • RA e • POWER CLASS* : • : • • : 315 320 325 330 e ••••• VINIMUM PERFORMANCE AT WANDARDYEST CONDITIONS, STC' (POWER TOLERANCE +5 W / -OW) eoe000 • • Power at MPP' • e e o PMpp [W) 315 320 325 330 • • Short Ctrfuit CIrent' ' e e 6 [A] 10.04 10.09 10.14 10.20 rOpen CRdb;Voitage' VDD IV] 39.87 40.13 40.40 40.66 Current at MPP' IMPP [A] 9.55 9.60 9.66 9.71 Voltage at MPP VMPP IV] 32.98 33.32 33.65 33.98 Efficiency' r) [ % ] z 18.7 z 19.0 219.3 z 19.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 Power at MPP PMPP [Wl 235.3 239.0 242.8 246.5 E Short Circuit Current ISO [A] 8.09 8.13 8.17 8.22 E Open Circuit Voltage V.D (VI 37.52 37.77 38.02 38.27 Current at MPP INPP [A] 7.52 7.56 7.60 7.64 Voltage at MPP VMPP IV] 31.30 31.62 31.94 32.25 'Measurement tolerances PMPP t3%; IsG; VD, t5 % at STC: 1000W/m', 25t2°C, AM 1.5G according to IEC 60904-3 •'800 W/m', NMOT, spectrum AM 1.5G 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.54 % degradation per year. 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 terms of the Q CELLS sales organization of your respective country. --T-----r----------I-----5 > I I I Z I L_____I I V I I I } I I I I I eo tW 4°D S. 6°° IW6 IRRAOIANCE[W/m'1 a Io :o s,.,aw ten„ °rcw„m«,W me lD w wn,ve^,e: wIM Ne M1I9M1etl Dmtl�clion wp.elb In 3D19 pa,° 6ephmber 20,4) YEARS Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m'). TEMPERATURE COEFFICIENTS Temperaure Coefficient of In a [ % /Kl +0.04 Temperature Coefficient of VD;, [3 [ % /K] -0.28 Temperature Codkient of P.P Y [ % /Kl -0.37 Normal Module Operating Temperature NMOT [°F] 109 t 5.4 (43 t3 °C) PROPERTIESi' SYSTEM DESIGN Maximum System VORM Vrt IV] 1000 (IEC) 11000 (UL) Safety Class II Maximum Series Fuse Rating [A DC] 20 Fire Rating C (IEC) / TYPE 1 (UL) MAIL DWIJIYn Load. Push' [IbS/ft'] 75 (3600 Pa) / 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/ft2] 113 (540OPa) / 84 (4000Pa) 2 see installation manual QUALIFICATIONS 1 CERTIFICATES PACKAGING 1' ' a UL 1703; VDE Quality Tested; CE-compliant; IEC 61215:2016; IEC 61730:201, application class A Number of Modules per Pallet 32 Number of Pallets per 53' Trailer 30 DQR®Number NE E of Pallets per 40' High Cube Container 26 GuG Pallet Dimensions(L x W x H) 69.3in x 45.3in x 46.9in °"'°' 2341a1) (1760mm x 1150mm x 1190mm) Pallet Weight 14151 bs (642 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information of this product. on approved installation and use Hanwha 4 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 vmw.q-cells.us solar =ee SolarEdge Power optimizer Module Add -On For North America P320 / P370 / P400/ P405 / P505 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 NETHER LAN D5-JAPAN-CHINA-AU5TRALIA-ISRAEL-FRANCE-BELGIUM-TURKEY-INDIA-BULGARIA-ROMANIA-HUNGARY- www.s0laredge.us SWEDEN-SOUTH AFRICA-POLAND-CZECH REPUBLIC S� a r - �` SolarEdge Power Optimizer Module Add -On for North America • • • P320 / P370 / P400 / P405 / P505 .' 0PTI1W2wtRw*M0DE1! P320 P370 (for higher -power P400 P405 P505 • • • • r(typical mCduletdmpatibilit9)• � • • (for high -power 60 and 72-cell (for 72 & 96-cell (far thin film (for higher • 60-cell modules) modules) modules) modules) current modules) •INYUf• •••• •••• ut DC p t,{'1 • • • • �9I�................... 3400 40..5 0..... W. •gQI Maxi m In t.Vo.hage..'.•.'........320..... " ......... .............5.... ..... . . . (Voc at lowest tcin ratull, • • rr••• r...... . _••••... .......•.•...• 48 60 80 125 83 .................... ..................... ..................... ..................... ..................... Vdc ............ . MPPT Operating Range ....• .................•............. 8 - 48 8-60 8 - 80 12.5 -105 12.5 - 83 .................... ..................... Vdc r • v Maximum Short Circuit Current (Isc� • ..................... ..................... ..................... 11 10.1 14 .... Ad .... . Adc ... •..._.. Y....... •. ...... �.*.t.r._...in Maxmum DC inputGlgrsant - .............. ................. ........ 13.75 12.63 17:5........ Adc V......... •...... • ;gpixyptlfn Efficient .......................................... ............... 99.5 .....� ....... ..l.` '{Nei htAd Effirre g O�Y..!.. • ... .. ........................... ............................................................ ... . 98.8 .. Overvohage Categt&P * II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 t 0.1 Vdc COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 ........................................................................................... . Safety IEC62109-1(class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ...... .................................................................................................................................................... 1000 Vdc Compatible inverters ..................................................... All SolarEdge Single Phase and Three Phase inverters ................................................................................. ............... Dimensions (W x L x H) 128 x 152 x 28 / 5 x 5.97 x 1.1 128x152x36/ 128x152x50/ 128x152x59/ . mm / in ..................................................................................... Sx5.97x1.42 Sx5.97x1:96 Sx5:97x2.32 Weight (including cables) ................. ........................ 1:4................. 750 / 1 ......845 / 1.9...... Input Connector .......................................................................................................................................................... MC411l Output Wire Type /Connector ............................................................... Double Insulated; MC4 .. . . .. . . . ............ . OutputWire Length ............................ 095 / 3.0...................._.......................�:� 3:9....................................... ... m.� ft... Operating Temperature Range. ........................................... 40 -+85 / -40 +185 ... . Protection Rating ............................................................... IP68 / NEMA6P Relative Humidity 0 - 100 pl Rated STC power of the module. Module of up to+5% power tolerance allowed 01 For other connector types please contact SolarEdge PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERpII'I HD -WAVE Minimum String Length P320, P3:70t P400 ........ 8 10 (Power Optimizers)...... .P405 / P05........ ............................ .........................6.............._.......... Maximum String Length ............8. {Power Optimizers) ......................................... 25 ......................... ......................... 25..... 5700 (6000 with Maximum Power per String p g SE7600H-US, 5250 6000 5E10000H-US) Parallel Strings of Different Lengths or Orientations Yes Is) For detailed string sizing information referto: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. 1^I it is not allowed to mix P405/P505 with P320/F370/P400/P600/P700/P800 in one string. 151 A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement .... .....I.....18........... 14 501s1 12750 W 0 -solar- • • _ SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6 SE760OA-US / SE1000OA-US / SE1140OA-US P u AMU# is 'c Vlearianb! • J9T18 �0�.••' k .. .... ...... ...... ... ...... .... .... ..... ...... . . ..... .... .... ...... . . . . ...... 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 iJ11741 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 - SOUTH AFRICA-BULGARIA www.solaredge.us solar=ee Single Phase Inverters for North America SE3000A-US/SE380OA-US/SE500DA-US/SE6000A-US/ • • • • ...... .... . . SE7600A-US / SE10000A-US / SE11400A-US ' • • • • SE3000A US SE3800A-US SES000A-US TSE6000A-US ISE7600A US SE10000A US SE11400A US •••••. •.-..�.�• I I ----1--- �— --� --�. OUTP•UT • • • .• • � ss-- • • • • Nominal A CPower Output 3000 3800 5000 , 6000 7600 9980 @ 208V 11400 VA ... ..... ........•......... • • • ............... ........... ... �.... .............................. 00 100240V •........•.... • • • • • Max. AC•POalr Output • • • • 3300 4150 , 5400 @ 208V ( 6000 8350 10800 @ 208V ....... .................... 12000 VA ' • • ........ .. .. ........ 5450 240V 10950 240V • • • • •`' • tr •. .•.... AC Ou ............... ..............,....... ....... ................... ut,Vo t a Min. gg -glom ax!'I •:•••• 183-"-?AVac •• •. • AC 0utpuPVoItage Min: ri81r!Nl411 .............................. ................ ................................................. ................. ........... • ••••.. 211 - 246 - 264Vac • • ✓ ........•- 0-0 — ..................... • • AC Fre uency Nin: Nom: Max!" • ...... .. .. .... .. .........•.. ............... .............. ................ ........................ 59.3 - 60 - 60.5 ........................ ................. ........... H2 ......• ....•.... • • Max. Coblfi�iolt OutpuPCurrl?r}t ..... 12....... 12 5 24 @ 208V 25 ... .. .................. 3?........ 48 @ 208V 47.5 ........._ A .... .2A.@ 24QV ............. 4211" @.240V GFDI Thresh.. d 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes INPUT ----- Maximum OC Power(STC)..... . . ..... . I 5100 I..... 6750 I 10259.... I 13500 I 15350.... W Transformer -less, Ungrounded .....4050.. _.. .... ... _ ..... .....g100., ....I.... Yes ..... ....... Max. Input Voltage 500 Vdc Nom. DC Input Voltage ......................................... 325 @ 208V / 350 @ 240V Vdc Max. Input CurrenN2j ............... I ..... .......... . ..... 9.5......I......13......18.......I.......23.......I..305 gr12240V..I......34.5.... ...Adc.. Max. Input Short Circuit Current ......................................... 45 Adc Reverse-Polarityte Proction ......................................................... .......................... Yes ............................. I.... ........... Ground -Fault Isolation Detection ...................... ............... .............. ................ 600ku Sensitivity ................................................. Maximum Inverter Efficiency ......................................... 97.7 ............... 98.2 98.3 98.3 98 98 ................. 98 ........... % CEC Weighted Efficiency .............. 98 .............. .. 97 @ 208V .............................................. 9..5 97.5 97 @ 2( ............................ 5...... %. .. .....975 9$.@ 240V....................................97.5.@.240V.. .... ...97 •.. ' Nighttime Power Consumption < 2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet, 2igBee (optional) ........................................................................................................................... Revenue Grade Data, ANSI C12.1 optional"' Rapid S ... own ............................................................................................................................................. Rapid Shutdown -NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect"' STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. ; M.07 .. .... Grid Connection Stan..dards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC art15 class B ___ _ -- -------------- ------..__...._.--- INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 6C input conduit size / N of strings AWG range ............................ Dimensions with Safety Switch ..(.HxWX9) .................... I ......... Weight with Safety Switch ............................... Cooling 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG .......................................................... 3/4" minimum / 1-2 strings / 16-6 AWG ::.... minimum/ 1-3 strings * .. ............................................................................................. AWG 30.5 x 12.5 x 7.2 / 775 x 315 x 184 ....... 30.Sx 12.5 x 10.5....... ............ ........ ... . 775, K-3}S K, 76Q.... , , _ „ 51.2/23,2 54.7/24.7 88.4/40.1 Natural convection Natural Convection and Internal Fans (user replaceable) fan (user are...........................................................................................sepia... ......... Noise < 25 Min: Max. Operating Temperature 13 to +140 /-25 to +60 (-40 to +60 version availablet") Ran$@......................................................................................................................... Protection Rating NEMA 311 —.............................................................................................................................. For other regional settings please contact SolarEdge wppon. IA A higher current source may be used; the Inverter will limit its Input current to the values stated. "I Revenue grade inverter PM: SExxxxA-US000NNR2 (for 760OW Invener.SE7600A-US002NNR2). 'rl -40 version P/N: SExxxxkUS=NNU4 (for 7600 W Im,erter:SE76WA-US002NN114). Isi P/Ns SEx A-USOxxxxxx have Manual Rapid Shutdown for NEC 2014 compliance (NEC 2017 compliance with outdoor Installation) ....................... < 50 d8A INSTALLATION AND OPERATION MANUAL"*:: `0 ::::9:0: 00 :69 i Valid for North America OCELLS Engineered in Germany CONTENTSTABLE OF 1 INTRODUCTION 3 2 PLANNING 2,1 Technical specifications_ 2.2 Requirements 2.3 Mounting options 2.4 Electrical layout 3 INSTALLATION 3.1 Safety and transport 3.2 Preparation of Installation _ 3.3 Module installation 4 ELECTRICAL CONNECTION 4.1 Safety 4.2 Electrical Installation safety 4.3 Connection of modules _ 4A After installation 5 GROUNDING 6 FAULTS AND DEFECTS 7 DISPOSAL 8 MAINTENANCE AND CLEANING 10 _10 .12 .13 .14 .14 15 16 17 18 19 19 R.w.dn 02 Tn'a �;nLalipdon 'Arwl 11 r.nd far nmeh Am.rka a: of reanorr 1. 2013 far QPLUS BFR-GAX QPLUa444 WV)C-d.X Q.PEAx e_x.,.X QPLUS 6%i44.1,-AA QPFAa-"LfVk . d.PEAK 8Lk44.1rM4 Q.P[ K4U wW m di , and npuua as AW —I.- lftlml ;.: Par IM and do dwr a+ wa],.t m entry.. Tre fah kwts and eu#pn.r tMar.-W ion var!d at tat p0nt In dm. wnm tfr n�$Wt np b ova ry-n i:.-C-d aPpb m tat L,.frxxlar,, meurtlra, and ..I-- Pne.dn.. fly ft W.C.n.ai...adYbi 2 INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5 - HANWHA Q CELLS -NA ... . . . ... . . INTRODUCTION With solar modules from Hamvha Q CELLS (hereafter rel d to as Unite. • • s • • • • 'Q CELLS') you can directly transform the sun's limitless endW intt • • WV both metric and U.S. ur•dts (for example Inches) are shown, environmentally -friendly solar electricity. metric units are definitive. References to 'Data Sheet" or "Module Data Sheet" refer to the Module Data Sheet applicable to the module In order to ensure the maximum performance of your QCELLS"ar • 1iling usgd• • • • • • modules, please read the following Instnuctons completely and oared • • • • • • • • H fully and observe all guidelines. mr-compliance may result In dWa•ge •• • • • • •s• • Slihitz Rquiviolp • • • and/or physical injury. • • • • s • • • .Tde Installer and solar module operates are responsible for Tn,s Installation manual provides Instructions for the safe Installa- compliance with all applicable statutory requirements and tion of crystalline solar modules regulations i Please read these insOvctlors carefully before proceeding with 'The fellowlrlg regulations and standards must be upheld at all your Installation. times during the Installation, operation, and maintenance of the 9 Please retain these Instructions for the life of the solar modules. solar modules: i Please ensure that this Installation manual is available to the InstallaUon and Operation Manual. operator at all times. . Other appliahledocuments (such ascrountry-speciNeregulaGcu ♦ This Installation manual should be glue subsequent owners n to all w for pressure equipment, operational safety, hazarda:s goods, or users of the solar modules. and environmental protection). � All supplements received from the manufacturer should be • Regulations and requirements speclf a to the system, Included • Applicable country-specifle laws, regulations, and provisions i Please observe all other applicable documentL governing the planning, Installation, and operation of solar i It questions ens not sartour systemly ins In the power systems and work on root, manual, supplier. mare aiplease contact your system wppleb . Valid International, national, and regional regulations governing Additional an be found on our webslte work with direct current, espc!ally those applicable to the es.eom.Information at www.q-cells.corn. Installation of electrical devices and systems, and regulations Issued by the respective energy provider governing the parallel Intended Use operation of solar power systems. ThI • Accident -prevention regulations. a manual is valid in North America for QCELLS solar modules. These Instructions contain Information regarding the safe handling and use of quality crystalline solar modules from QCELLS and for their Installetion, mounting, wiring, and maintenance. Symbols and Labels .he following symbols and labels are used throughout the installation manual for ease of use, ,e Procedure with one or more steps. • Ltsts of hems Ensure that when carrying out a pro- O cedure, you check the results of said procedure. A Prohibited. Beware of possible danger or damage. Categories: • Danger: Risk of fatal Injury • Attention: Risk of serious Injury or damage to property • Note: Risk of damage to product Certified Personnel Bath, the operate., and installer are responsible for ensuring that Installation, maintenance, connection to the ill and dismantling are carried out by trained and qualified electricians and engineers with approved training certificates (Issued by a state or federal organlzatlon) for the respective specialist trade. Electrical work may only be performed by an officially certified tradesperson In accordance with the applicable safety standards, accident preverdlon regulations, and the regulations of the local energy provider. INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5-HANWHA Q CELLS- NA 3 1 1 1 1 �ocucnr alidity sese instructions are only valid for crystalline solar modules from MISUSE OR INCORRECT USE OF SOLAR MODULES VOIDS THE CELLS. QCELLS assumes no liability for damage resulting from LIMITED WARRANTY AND MAY CREATE A SAFETY HAZARD allure to observe these Instructions. AND RISK PROPERTY DAMAGE. THIS. INCLUDES IMPROPER / Please observe the wiring and dimensioning of the system. INSTALLATION OR CONFIGURATION, IMPROPER MAINTENANCE, / The installer of the system isresporslble for compliance with all UNINTENDED USE, AND UNAUTHORIZED MODIFICATION. necessary safety regulations during set-up and Installation. CELLS assumes no liability on the basis of these Instructions. CELLS Is only liable in the context of contractual agreements or i the context of accepted guarantees. Q CELLS accepts no other mpons'.blllty for the functionallty and safety of the modules. ► Please obsa-a the Instructions for any other system components :hat may be part of the complete solar pow, system. It may be necessary to carry out a structure( analysis for the entire pro)ect If your questlons are rat satisfactorily answered In the manual, please contact your system supplier. iddltlonal Information can be found on our website at: wvw.gtelis.=m. nformation for the Operator P Please keep this manual for the entire life of the solar power system. P Please contact your system supplier for Information conceming the formal requirements for solar power systems. ik 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. Your financial success depends on the fulfillment of these requirements. Dther applicable documents rhls Installation manual Is only valid in combination with the following technical Information. II rlriri l�l4t�nq4e:.: Product data sheet Packaging and transport information INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND GS — HANWHA Q CELLS — NA For the electrical data and additional information of the solar modules please refer to the respective currently valid data sheets available at wrm.q.calis.com. Cell type Q.ANTUM Q.ANTUM Length [In (mm)] 65.7 (1670) 65.7 (1670) Width [in (mm)) 39.4 (1000) 39.4 (1000) Height (in (mm)] 1.26 (32) 1.26 (32) Area [yds (ml)] 2(1.67) 2(1.67) Weight [(bs (kg)] 4D.78 (18.5) 40.78 (18.5) Max, system voltage Vs. [V] 1000 1500 Max. series fuse rating W 20 20 Permissible operating —40 to+185 (-40 to+85) temperature range CF CC)l Junction bos protection class IP67 with bypass diode Connector protection class IP67 or IP68 IP67 or IP6B Fire protection class C, Type 1 C, Type 1 Max. test load push/pug[PoP 5,40014,000 5,40014,000 Max. design load push/pull [Pa]' 3,600/2.667 3,6D0/2,667 Certificates VDE Quality Tested; CE-compliant; IEC 61215:2016; IEC 61730:2016; Application Class A; UL 1703 'Test and design load In accordance with IEC 61215:2016, depending on mounting options (see scalar „2.3 Mcundng optons••) ..rrerrreawr rr'..•r .. � r e• ••• • • • • •• e.rr•rr • • • • • • • • • ....... Fig. 1: External dimensions (In Inch (mm)) and components for Q.PLUS BFR-G4.X, Q.PLUS-G44 O.PEAK-G44 Q•PEAK BLK-G4.X Q.PLUS 8FRd14.1nAA, Q.PEAK-G4.1/rAA, CLPEAK BLK44.11TAA, Q.PEAK-G5X INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5 — HANWHA 0 CELLS —NA 5 ittsgllatim) Site • Avoid of different metals to prevent contact corrosion. Please note the following guldellnea that apply to the Installation • AnOm fcrshess-free expansion and contraction due to temperature she: fluctuations. • The modules have been tasted according to UL 1703 and IEC i Ensure that no mechanical stresses (e.g., caused by vibrations, 61215. • Solar modules we not 0Xpioslorl•proof and are not suitable for twisting, or exparalon) applied to on the module. 4 Ensure that the clamps and the mounting frame are competlbie. use in explosive environments i Do not operate solar modules near highly flammable gas and CbmP System Requirements vapors (e.g. gas tanks, gas stations)• Use customary clamps the. satisfy the following requirements: i Do rat Install modules In enclosed space. Clamp width: Z 1.57 in (40mm). i Do not install modules In locations where they may be submerged • Clamp height compliant with a 1.261n (32 mm) frame height. in water. Clamp depth: 0.28-0.471n (7-12mm). (applicable for all CL ♦ Do not use modules as a substitute for the normal roo9ng clamping mounting options at section 2.3 Mounting options) (e.g. modules are net watertight). Clamps are rat In contact with the front glass ♦ Do not install modules In close proximity to air conditioning Clamps do not deform tie frame. systems. • Clamps that satisiythe Structure! requirements ofthe installation site. i Do not Install modules above 13120ft (4000m) altitude above • Long-term stable clamps that securely affix the module to the sea I"• mounting frame. 1! In locations with Increased salt content In the air (e.g. dose to the sea) special precautions must be taken (see 'Grounding" Module Ditentation Requirements and 'Maintenance*). . Vertical or horizontal installation Is permitted. "1 Do not bring any Chem lea[ substance (e.g. ell, solvent etc.) Into • Installaticn with a junction box at the bottom is permitted for contact with a Only Orly part of the panel. On substances, which are modules with Junction bcoxes classified as IP67. released by Q CELLS, are allowed to be used during Installation, -b Ensure that rain and melting snow can nm off freely. No water operation and maintenance. accumulation. 4 Any Installation of modules on Stewes of water is prohibited, i Ensure that the drainage holes In the frame are not covered. No This Includes Installations on floating as well as pile -based plat- seating. forms Q CELLS may extend the coverage of its warranty to such Installations, based cn a can by case assessment of the system design and location. A prior written consent by the warrantor Is required In any can. Prevention of Shadowing Effects Optlmel solar irradiation leads to maximum energy output; For this reason, install the modules so that they face the sun. A.vc:d shadcWng (due to objects such -buildings, chimneys or tees). Avoid partial shading (for exam*- through overhead lines, dkt, snow). Limitations the solar modules are designed for the following applicabors: • Operating temperatures from —40 'Flo +185 'R • Pull bads end push loads according to chapter 2.3 (Test Load' In accordance with IEC 61215 and 'Design Load 4.5' in accordance with UL 1703). 1 Installation using a mounting frame for solar modules Aounting Structure Requirements lequlrements for the mourning frame; Cen'orm to the necessary structural requirements Compliant with local snow and wind loads. Properly fastened to the ground, the roof, or the fwAde. Forces acting on the module arc relayed to the mounting substructure. Ensures sufficient rear ventilation of the module. .Guarantees long-term stability. 4 Maintain the Permisslble angle of Inclinable n. _ Minimum angle of Inclination: 31 • Maxlmu'n angle of Inclination: 75' • Fallow the directions for installation angwo , 5• ("Grounding", p, 18) 75•.r t �1 yy ... . . . ... . . . .. .. . . . .. .. .... ....... . Fig. 2: Installation options for erystalllre Q CELLS mod ♦♦ • • 1 • • • uiys. Ail dlrtensions aegiw!t in 4hchFmm In 'tts)! • w Also observe the allowed static loads and clamping f %e ift 11p%ifled on tRe followh page. The illustrated Installation options apply for both horizontal and vertical module orientation. OMPEWe 0 CJI P , su•canswcrm 10—tine DIPn:It •• ••• •• • • • •• INSTALLATION • • • w •• • _ • ..• . • w .... _. - WITH CLPLUS-O/x CLAMPS -PLUS OFR-G4.X p. aPEAK44x -PEAK eLK_G4.x MPLUB BFR-rA I/TM °u.eip aPEMO4.1/TM a PEAK 5LK-04.1/rAA aPEAKAsx Li n., m• HYORIG CLAMP- ING Q.PLUs-"..X -PLUS BFR44x QJW-".X -PEAK eLK_G" Q.PLUa aFR.64.1/GU -PEAK BLK-"I/TM O.PEAK41" INSTALLATION ON MOUNTING CLPLU24BU POINTS' aPLUs W_G x (Lpux. tx -PEAK BLK-GU -PLUS 11"44 I IAA 1PEAXL4.1/OIA O.PEAK BLK44.117M aPCAK-Gsx INSTALLATION WITH INSERTION PROFILES G.PLus.wx anus BFR•G4x QLFW-G4x aFEAK BLK-G4.X aPIUS BFR-G4.IrtM -PEA1(-Gk1rrAA a PEAK GLX-G4.I/TM a►EAK-0sx :lA wsl 41.1•aa weV n: NOT PERMrrTEO INSTALLATION AND OPERATION MANUAL'60 CELL SOLAR MODULES GENERATION G4 AND G5- HANWHA Q CELLS - NA INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND CS - HANWHA Q CELLS - NA , r • ' G'PLUS Q.PLUS BFR-G4J(FIR CLl / CL3 9.84. 17.72 (250 - 450) 0-PEAK-G4x Q.PEAK BLK-G4.X FBI / F92 13.58 (345) SM4000 3600#2670 GLPEAK-G51 1P1 CLI 0 - 9.84 (0 - 250) 17.72 - 21.65 (450 - 550) CL2a (with rails) / CL2b (with- 0. 9.84 (0-250) 2400/2400 16=1600 out rails) CL4 0- 11.81 (0 - 300) CLS short side: 0.9.84 (0 - 250) 4000/4000 267C/2670 long side•. 11.81. 15.75 (300.400) •D The below mounting options are only possible under certain conditions. (LPLUs-G4.X Q.PLUS BFR-G4.X Q.PEAK-G4.X IP2 - 2400/2200 1600/1470 Q.PEAK BLK-G4.X Q.PEAK-GS.X • Distance between outer edge of module and middle of the clamp. -• Loads according to IEC 61215.2:2016 and UL 1703. •+• Test procedure according to IEC 61215.2:2016 and UL 1703. Mounting options do not IUM the requirements of the standards. 1.5 ATTENTION -b The loads In the table are related to the mechanical stability of the solar modules. The mechanical stability of the mounting system Including clamps has to be evaluated by the system supplier. The system Installer is responsible for the determination of locatlon- specific load requirements. 4 Ensure, that the subconstructlon does not touch the junction box (even under load). Ensure that the clamps or Insertion profiles etc, do not touch the glass (even under load). 4 Ensure, that the connection cables of the )unction box do not run between laminate and mounting rails. 4 Ensure, minimum support depth of 0.591n (15 mm) on the back side of the module for I P1, IP2, CL2b CL3, CL4 and CL5. Ensure minimum support depth of 0.39 in (10mm) on the front side of the module for IPl and IP2. 0 CL1 and CL2a with rails: Ensure that module frame Is fixed directly on the rall of the substructure (me spacer allowed between the module and substructure). 4 Module bend under leads. Therefore, sharp objects (e.g. screws) must not be mounted near the module backside. 4 Use M8 corroslon-proof screws and washers (diameter a 15.8 mm or 2:0.62In) for FBI and F82 mounting. I INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5—HANWHA Q CELLS —NA 2 PLANNING Module Selection Parallel Connection For detailed key electrical data, please refer to the product data Modules may be damaged by the occurrence of reverse currents sheet for the respective product. (caused by module defects, ground leaks, or defective Insulation). Only connect modules of the same type and the same power i Ensure that the maximum reverse current lead capacity Indicated class. In the. data sheet is met. In order to limit reverse currents that may occur, we recommend Safety Factor using the following safety options: During normal operation, a module may generate a greater current and/or higher voltage than, that determined under standardized test conditions. Accordingly, the values of 1. and V. marked on the module should be multiplied by a facet of 1.25 when determining: • the component voltage ratings, • conductor ampacitles, • fuse saes, • size of controls connected to the PV output. Refer to Section 69D-8 of the National Electrical Code for at additional multiplying factor of 125 percent (80 percent derating) which might be applicable. 4 Please follow the valid national guidelines for the installation of electrical systems (refer to section 690-8 of the NEC for an additional multiplying factor of 125 percent (80 percent derating] which may be applicable). 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 sttfng fuses: place fuses for each string of modules at the plus and minus ends. Use gPv-fuses according to IEC 60269-6. 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. Series Connection Connection of modules In series is only permitted up to the Inverters maximum system voltage as ilsted In the applicable data sheet. Inverters with or without transformers may be usec. 4 Take Into account all possible operating situations and all relevant technical norms and regulations when designing the system. This will ensure that the maximum system voltage, Including all necessary safety margins, is not exceeded. i Take the voltage limit of the inverter into account when determining the maximum number of modules In the string. •• ••• • • • • • s• • •♦ { • a • ••• • •• 0.6 s• • • a •• • • • • • • • • •• • • INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5—HANWHA Q CELLS — NA 9 •s• • • • s •{s • • • {• •• • • • •• •s i Ensure that all personnei are aware of and adi ere i f � I i 'DILNGERI Risk of fatal injury due to electric shoeki a to accident -prevention and safety regulations. 1 ; Do not install dam 4 While working wear clean gloves. aged modules. i i Inform your vendor of any damages Eimmediately. j c r o .0 inspect the packaging for damages. i Contact the transport company regarding any ! damage to the packaging. 4 follow any Instructions on the packaging. i CELLS i Leave modules in their original packaging urrtli _` _ installation. i 4 Store the modules securely in cool and dry rooms The packaging Is not weatherproof. 0 CELLS . �y._.DANGERI Risk of fatal injury due to electric shock! ,, 4 Cover the modules with an opaque material during j installation. tS i s 1 ' WARNINGI Fire RW i Do not Install modules Indoors. 4 Oo not install modules on moving objects. 4 D I O O • •• •• • • • •• •• • • • • • • • • • • NOTEI Mode damage may occurl • • f ••rwwf t :1 *New lift or ewe the module with the connection 6d - cables or junction box. '1Carry modules upright and horizontally as d •�• a•• • • • • i • • f•• { ♦ Do 5 t b Module damage may ecomr.. \e not drop modules. 6- II I Ir Cod I� letter NOTEI Module demW may eeeurl n r - - i Do not Back modules u rypTEl Mo jp(e damage .ay occuol 4 Never step on modules 1W De not subject modules to any m- .. - nT NOTEI Module damage may oeeurl i Only make modifications to the module which have been confirmed in writing by Q CELLS. CELLS rmation NOTE1 Module mate may oeeurl i Do not Install modules near flammable gas/vapors. i Do not Install modules In close proximity to air E conditioning systems fNsraLLAnoN AND of�ERAnoN MArLLrAL ao CELL sous MofrlAFs GFlERATATN c4 AND �- HANtrNA a t�LLs - NA - — _-•...__,. MSTALLATM AND O MTWN MANUAL W tELI. SOLAR MODULEWN S GENERATION G4 AND Gg — WLNA G CELLS — NA i t _ e INS-AL-ATON INV// %61� tt/i��• DANGER! •--- G: l� Risk of fatal injury due to akiarie shock! ��...-.�..•-._..-._.._��..,. ItaNGERI Risk of fatal Injury din to electric shocld -= = • i Never open the Junction bwL When disconnecting an electric circuit carrying direct current, 4 Charge of bypass diodes is only allowed by 4 qualified and trained personnel In disconnected J electric arcs can occur that may result In Ilfe threatening Injuries and covered state. 4 Do NOT unplug the cable when under load. i Do NOT connect any a%posed cable ends, t i Do NOT touch the poles at the same time. ' A solar ;nodule generates electrical current and voltage even at a a low Intensity of illumination. Sparks and electric arcs may result from the separation of a closed circuit. These can result In INe• threatening Injuries. The danger Increases when several modules arcs connected in series i Please be aware of that the entire open circuit voltage Is active i t even at low levels of solar Irradiation. p J l i Please follow the valid national regulations and safety guidelines for the installation of electrical devices and systems."'^- 4 Please make sun to take all necessary safety preeautlons With module of phase voltages of more than 120 V, the extre4o w CANGUd Rk k d htd lr*1' duo to eleetrlc shodd voltage range Is exceeded, a:==: =.i 0 Neva touch IM contacts with ban hands �W Carry out work on the Inverter and the wiring with extreme caution. i Ensure 7 'le Do not touch the poles at the same time, i C~ Connectors by sultable protective caps that the modules en dtsconneded at the Inverter for a a untillnstailstlom to separation. Be sure to observe the spsclied time Intervals after switching off ; 4 the inverter. High -voltage components need time to discharge, SA OANGERI Risk of fatal Injury due to electric: shedder? Y 4 Only use dry, Insulated took for electrical work J _ i i I ® i O f a DANGERI Risk of fatal injury due to electric shocks x i Inarlatee E try �d cable ends. i Only conned cables with plugs i r O i t INSTALLATION AND OPERATION MANUAL So CELL SOLAR MDDULES tiENE6A M 04 AND OS- HANtMHA 0 CELLS - NA ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . y DuaGERIRIakatfatal lnJuydwtoaleetri�s kl • ? _.1 ` DAER ••^tr•w -s-r --- —___ _�_. • • � . • ., LIGEW Risk offatsi injnfly due to electric shocks 4 Ensure correct polarity. a - - % 4 Never unplug the cable when under load. t i • 0: i � t 1-_...�.. I.: 9 DANOERI Rbk of fatal WWY dun to electric shocki i Be sure to maintain the time Intervals as specified by the Inverter manufacturer between switching off A the Inverter and beginning any further work. •: 1. Switch off the Inverter. • • • •• 2. Coves the modules to be disconnected. foe* f-fir MI�IrAia. _� 3. Switch off the DC clrcult breaker. i Disconnect plugs by the use of appropriate and qualified tools of the manufacturer Tyco, Ampherwl or Multicontact, INSTALLATION AND OPERATION MANUAL 80 CELL SOLAR MODULES GENERATION G4 AND 95 - HAMM O CELLS - NA 15 4 Use solar cables for the conneMlon at the junction box cutlet. 4 Use the same, Invertertanpatlble plugs. 4 Use minimum No. 12 AWG copper wires Insulated for a minimum of 90'C for field connections. DANGERI Risk of fatal Injury due to electric shack) 4 Ensure that all electrical components are In a proper, dry, and sate condition. LMN -1 � A J 6k. im NOTEI Module damage may oecurl 4 Ensure that the cabling Is not under stress. 4 Ensure that the cables do not run between module and subconstruction (danger of pinch). 4 EM not connect modules with different odentations ,I or orgies of inclination In the same string. o IF 4 Standard wiring with a return cable. 16 INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND GS — HANMRA QCW—NA r vY1' 4 Ensure that all necessary safety and functional � i� � NOTEI Module damage may occur! tests have been carried out aceording to current 4 Ensure that the plug connections are secured away '. industry standards. from any water -channelling surface. CQ CELLS ler S t 103 T 103 © a103 Integrate the system into the existing lightening protection system In accordance with the applicable local regulations. 4 Ensure that the cabling Is not exposed and/ or hanging and is protected from dirt and moisture. f .o WARNING! Fire Riski 4 Do not use light concentrators (e.g. mirrors or lerses). .......... • • • ............. .. INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND GS — HANWHA 0 CELLS — NA 17 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •e r Functional grounding For installations located In tropic regions (between 23.5• N and 23.5' S) with a module tilt of < 5•, functional grounding at the negative generator connection on the DC side must be implemented. 4 Ensure that the difference of potential between the negative generator connection and the PE(N) of every MPP tracker of the respective inverters Is 0 V. i Follow the directions of the inverter manufacturer and local statutory regulatiors. i Only use inverters which include ilncensed grounding kits. 4 Functional grounding has also to be Implemented In Installation sites with increased salt content In the air. (e.g. close to the sea). Protective Grounding In order to prevent electrical shock or fire, the frame of the module •as well as any nen-current-carrying metal parts of the system must be grounded. While this section Provides some Information about grounding the Q CELLS frames and modules, reference should be made to local statutes and regulations for specific requirements on grounding. The U.S. National Electrical Code addresses these Issues in Alicia 250. Proper grounding is achieved by bonding all exposed nerrcurrent- carrying metal equipment to the appropriately sized equipment grounding conductor (EGC) or racking system that can be used for Integrated grounding. Q CELLS frames are protected from corrosion with an anodized coating, which has to be penetrated In order to ensure proper bonding. The different methods listed below are suggested methods for an appropriate bond between the frame and the EGO or racking system (that will have, to be properly grounded). The Method appropriate for any Individual Installation will depend on multiple factors. •I Dimensions shown are In inches —I Option A. Use of a grounding tug A listed grounding tug can be banded to the frame using the grounding holes Pre -drilled In the frame. These holes are marked with a ground symbol, as shown below on the frame section drawing: To Install the grounding lug, follow the specify Instructions of the manufacturer. The grounding lug should be made of stainless steel or tin plated metals such as aluminum to avoid corrosion. The grounding lug should be attached to the frame grounding We using a stainless steel screw, toothed lock washer or KEPS nut (in order to penetrate the anodized layer) and backing nut Care should be taken to avoid the use of grounding hardware of dissimilar metals, which may lead to corrosion Option B: Integrated grounding methods The Q CELLS modules can be bonded with the raciirg system uslrg UL1703 or UL2703 certified Integrated greuandirg methods, The recldrg system win than have to be grarded W tfvt the overall system Is Properly @ounded. The listed racking system and grounding device should be Installed In a --cadence with the marwfacbsere Insrxtims. An example of such Indec- tad grounding method Is the use of a WEEB clip or Schletter plate between the module and the racking system, when mounting the module. The WEEB w43hem are genaally compatible with Q CELLS modules, hawever each combination module / raeklrg system requires a speclffe WEEB Masher site. Note that WEEB clips are intended for snide use only; they must not be reused after removal or loosenlrg. Refer to WIle/s Installation Instructions for the specific use of WEEB washers. An example of such Integrated grounding method Is the use of a vKa rer nxco ized as mating UL2703 requirements between -,e module ad the rdckfrg system, when mounting the module. For example, WEEB washers regerwalNcompatible with O CELLS maduks. howe ereach cembinat(rn module / racking systern MgWms a fiedf'o WEEB washer size. Note that WEEB waSnere are Intended for singe use only, they must not be reused after removal or kosenirg. Refer to WIWs Installation instructions for the spedfk use of WEEB washers ale s mm (stun., st.4 Tea t Wwt,T(Sh:u N. Y llM17eW :Alta Cw;,,,�y=� fRNM.s Sin➢ sw. tswnm sw.r. . . . . . . . . . . .... ....... . ®FAULTS AND DEFECTS Risk of fatal injury due to electric shock* • • • • • a • • Do not attempt to fix any problems yoursaif (e.g., glass cracks, damaged cables). • • • • • • • • • • • • i Please contact an Installer or Q CE' i S Technical 041mer • 0 0 0 0 009 • • Service Department. • • • • • • w • • •D Do not disconnect modules yourself. 0 Please commission a trade specialist- * Dispose of modules In accordance with the kcal disposal regulations. a INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND GS - HANWHA 0 CELLS - NA INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5 - HANWHA Q CELLS - NA 19 e MAINTENANCE, ANC C.EANIN'- ] CELLS solar modules are known for a long operating life and v NOTE! Module damage may occur] ninimal maintenance effort and expense. Dirt and grime are ! A Do not clean modules with water If there Is a risk ly washed away by rain. If the module Is fully or partially of frost. shaded by dirt or debris (e.g., plants, bird droppings), it needs ^ to be cleaned to prevent a loss of performance — / Maintenance i The PV system has to be Inspected regularly by certified personnel. i The dme intervals and extent of the Inspection can depend on local circumstances (e.g. soft, ammonia content In the ak, high humidity etc,). The customer/operator must Inform himself about time Intervals and extend of necessary Inspections. -0 Inspections have to be performed especlally after extraordinary even (e g, storm, hall, high snow loads etc.). 0 During the Inspections it has to be checked that the components are secure, undamaged and clean. Cleaning WARNINGI •� Risk of Injury due to hot and live modules] 4 Only clean modules that have ccoled down. 4 Do not carry or wear any electrically conductive parts,_ -- WARNING! Risk of falling due to unsecured access] i/ Never access the Installation area alone or without taking adequate srunty precautions. A Please commission a trade specialist. Clean the modules as follows: NOTE! Module surface damage may occur! 4 Remove snow and lee without force (e.g. with a very soft broo-t) 4 Do not scratch off dirt. 4 Rim dirt off wb lukewarm water (dust, leaves, atc,) 4 Use a soft cellulose cloth Odtchan roll) or sponge to carefully wipe off stubborn dlrL Do not use micro fknce wool or cotton cloffts. i Use an alcohol based glass cleaner. Do not use abrasive detergents or tensides. Isopropyl alcohol (IPA) can be used selectively to remove stub born dirt and stains within one hour after emergence. 4 Please follow the safety guidelines provlded by the IPA manufacturer. 4 Do not let IPA run down between the module and the frame or Into the module edges. i Remove dirt with lukewarm water, a broom, or a soft cloth. �! Do not use tensides, scrapers, or any hlgh-pressure water cleaning equipment. 0 O Nt' � eq%�k •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5 — HANWHA O CELLS — NA INSTALLATION AND OPERATION MANUAL 60 CELL SOLAR MODULES GENERATION G4 AND G5—HANWHA 0 CELLS — NA 21 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0•• • 9 • ••• • • ...... .... . . ...... . .. ...... . . .... .... ..... .... .... ..... . . ...... ...... .. .. .. .. ...... . . . . CONTACT HANWHA 0 CELLS AMERICA INC. 300 Spectrum Center Drive Suite 1250 Irvine, CA 92618 USA TEL +1 949 748 59 96 EMAIL inquiry@us.q-cells.com WEB www.q-cells.us Subject to change without notice. 0 H—d t 0 CELLS I.OAfati- Manual 60 rell eolnr —duln G4 135--POISQ5 R." NA Orman Scheel Structurs:1 Engineer 5922 Sunrise Blvd. Fair Oaks, dA. 95628 (916)536-995 .(916) 53"260 (fax) 1989-2014 25years ofarc,elknee -worpm SCM4 $X UWD.411dwes F40W—SEAOC Fellow-ASCE 09b coon laoaam.4ff .P-Aafl., st6vOlhi(k PA - "On Pecotm ]DWI&Engiam lwafl wxmwftw�q= JAddowindow Snap Nim-k SriapNrack Pv Mounting 77S Viovo.Lane, Suite 200 :Saa Luis Obispo, CA 93401 "Seines too koltvd CUVer 1, t fit so:**: • so. so: To VVhorti It R#y. Conb We b4ve performed e4pulations for the. 100 series roof inowt.PVOW d * hasq • on the information provided by SnppiNrack Included with this lchier * aro tife re 2 .port and caldulatiobis. We did the calculations iff aupr4gugg with , the 01 , 2 - ..d &.—� *-1-0 20*1*2 -N*DS', 2014' Flo,ii da,��bu,fld,fi*. Code Arid gw , M Ali ASCE-, � , . 4 e, es stated in the Sofar America Board for Codes and Standards. ,qQMe of the components in the hap Nrack test data were used to determine the capacity Pa $.W We i3olleded the jest,"ja using e ap Y -bon rpPciiiis -UmLi6rigis, p de iii6e4`-*ji 0 outlined w. e.2012 IBC Chapter 17. We includod the following types of 1pad combina4bus and building parameters into our calculations: • ASCE 7-10 windspeeds -ftoxh 110 mph to 1-00foie B and C exposure 1-10 Seismd Design tatepxy 9 A$_- MCF, 7-10 Snow' Loads up to'do pif gropad snow • j3ug4l gs with Oooxoef .heights up to 60 foot tilt angles / of pitches w to *Qpi 0 Ogmip? to .60 degrqw, Id tour opiniqj.4.*q m9tmV4g s�,Wem oo0med by$,pap)ipr, i series 100 PV Mounting SYstem Codo Compliant Installation Manual 2012 is acwppable and meets the: leading requirah;ents*,as stAtdd above.. See the report and McWatioAs JnolffdodmA t1b letter for more information. If them are any Rwffia questions, please contaot Nphh, Spheel, . . . . . . . . . . Nonnan Sched PE, SE. L9h13413'DfQ Utb-AP Homes FO!6w SEWC Fellow A.S.C.15. NOV 1120) 5 Series 100 Snap ra c km Structural Report and Calculations .:.... '..' Intro �faAn "' * 0' This sport describes, illustrates, and explains the Structdral Calculation Packet for o • % • • see* SnapMatt's Series 100 Mounting System, dated 4/12/2012. The calculations have been '. perfdrMdd'In accordance with the 2012 International Building Code (IBC). The racking ' :' system*las been designed to withstand code -prescribed forces due to its own weight, the 0 : 0 0 0 0 weidit of tte solar panels, the snow loads, and both the wind and seismic forces. 0....0 .. . 0000 . Rail$pa s . 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 having different yield strengths, both types of rails support the PV panels. As for the rails themselves, they are supported by mounting hardware which attaches them to the roof structure with spans that are expressed in. inches. Refer to the tables below for rail spans under varying conditions of rail alloy and roof height. Shaded cells require an edge zone adjustment (see details following charts). Notes for Tables lA thru 2H 1. Determine 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 IA/2A for tilt angles less than 19 degrees, Table 113/2B for tilt angles between 20 and 36 degrees, Table 1 C/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 lE/2E for tilt angles less than 19 degrees, Table "1F/2F fbr tilt angles between 20 and �6 degrees, Table,1G/ZG 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 t6 use 2012 IBC wihd 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: 1 For snow loads, column Pg equals the ground snow. 4. Shaded cells iequire Opplication of an edge.zone'adjustment (details to follow)_ N$S'V 5Q22 Sunrise. Boulevard Fair Oaks CA.95628 (916) 536-9585 Rev. 12/Ymo13 Page.5 Series 100 Structural Repoirt a17d Calculations 6005 ABoy Rail Tables 0-3,0 iit, Roof Height Sna,,P.. rack0009:0 ov.9 pv. In Nqrm ODIC., . ..... •••• we Goo ** so • sees***#so :0000: • • • • • • • • • • • • • Y • • • • so:*** 00000 Table 2A: pail Spans din) for Roof Slopes and Tilt Angles Q' to 19` 6015s ry1�� • Wind Lead 0 • Vult Ito 115 120 14 130 . l35 140. 14 56 155 160 7S • l80 90, Ah 15.5 6.9 d84 20,Q 21.6 23,3 .`2 1; . :.. 28;8' . 3, 7; � 2;S.; . r�7A., f. U • 46:2 • Pe Pa . -}D<7 -1 J. r12. _ 3 8 . A .9- ..-16 .. ,k7, - . SA . -199. 2l2 :22.6. r 5,5. -28.6, -3 9. ` 19 g 10 8 1]7 132 12.E 119 114 f09 104 IDO 9b 9J 89 94 0 20 15 106 106 1U6. 106 106 106 104 100 96- 93 i90 89 84 - 79 30 23` DO 9.0 90 90 90 90 90 89 d4 79 40 3l i9 79 'i9 79 79 79 79 _ 79 50.. 39 V 72 72 72 72 72 '72 72 72 72 72 72 �b6 6. 46 66• 66 66 60 66 66 66 66 66 66 66 62 62 62 62 62 62 62 ¢2 62 62 §2 62 62 70 54. 80 62 58 59 5$ �*8 58' 58 •58 SS 58 SS 58 59 58 SS 100 77 52 52 1 52 52 52 52 52 52 52 52 52 52 52 52 120 48 48 48 •48 4.8 48 48 48 48 48 48 48 48 4$ 0 30 ft Roof Pleight Table.26: Rail Spans (in) for Roof Slope's and Tilt Angles 20' to 36` 6005A11oy lyigd IXI�d- _ VIM iia 1.15 170 125 130 135 140 ' 14S" 1-h 151 L60 qh 7 5 16 Sf 18:4 20.0 216 23 25_1 2' .9 8.8 30.7 2.8 37.0 41.3 462 Pa. Ps -70 . • 7.6 • -83 9.0 =9.7 -IA5 --113 1121 -13.0 13.8 =r4.7 •-16.6 -18.7 �0.6 114 10 8 l34 128 I'_7 125 l'1 119 114 107 IOU 44 b 106 106 106 106 106 o 196 1 Jam... 104 IN jai 11u 94 c .20 :3Q l 23 90. .96 90 90 9D 90 90 QD 90 9D 90 89 88 40. 31 79 74 79 79 19 79 7,9. 79' 79 79 In 79 79 a 59 39 72 �� 72 72 92 72 72 72 7x. 22 7z 72 66 66 66 66 66 6G d$ 66 66 64 66 6G 66. G0 •66 62• 62 62 62 62 62 62 62 62• 62 62 62 62 62 70 Q 58 58 -54 '18 5$ 58 58 S$ 58 5$ 38 58 5R8- 0 6� 58 OD 7.7. 52 32 52 32 52 52 52 52 52 52 52 52 5? 52 ' 48 49' 048 48 48 48 48.. 48 48. 48 48 48 48 120 92 lJ 5022'SuliriseBbilievardfair OAs CA95628 (910) 536-9585 Red.12/31/2013 Page 14_ __ _. Series 100 Snap rC1Ck� Structural .... uctm•al Report and Calculations Rail- .... ..,. • • • •, • The aluyfum rails have been designed in accordance with the 2010.Aluminum Design . ManualejADM) as referenced in the IBC. Testing was conducted per the standards set :.'..'forth*by the MC Section 1715; Preconstruction Load Test. The results of this testing • • proc"V6re used in comparison with the calculated values to establish the maximum "" .:...:uplifi'load allowed for the rails. • • • ; •RackWz 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 strength of the aluminum components which are involved in transferring these forces from the rail to the roof f-dming. These components consist of the flashed L-foot (SnapNmek Drawing PEN-DO1), Standoff (PEN DO2, D03), Seam Clamp (PEN 004), Corrugated Block (PEN-D05), Metal .Roof Base (PBND09, D10, D11, D12) and Hanger Bolt (PEND06). A11 (6) options are acceptable under the parameters shown in SnapNrack's plans. The results from our analysis have been integrated into the summary charts. The connection of the PV racking System to the roof will use a 5116" diameter Lag Bolt installed with a minimum 2 %," 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 '/¢-20 lag bolts with minimum 1.25" embedment. In addition, SnapNraok's Ti1e Roof Hooks (Drawing PEN-D13, D14) are also acceptable attachment components when the following limitations are followed: 1. .tile roof hooky have been reviewed up to 120 mph, Design Wind Speed. 2.. rail span is limited to 6 feet with the roof hooks N 1NSE 5022 Sunrise Boulevard hair Oaks QA 95628 (916).536-9585 Rev. 12/31/2013 Page 14 Series 100 Structural Report and Calculations Snaprack- I Summary Charts and Topographic Factors .... , . The. attached pages of this .summary contain .buildi some :of the most• comhlQu• • configurations with varying wind speeds. These charts setve as 'quick rskrai ces fog a fI looking up maximum rail spans based on the building :and site Conditions •el'wever, it • • • must be noted that for any building where a topographic factor is applies$• hills, • Mesas, seashore), the rail span lellgtbs given might eyce.W what" a119�vCd for the giv ti ..:. site condition. 1•n that casg, a: registered structural eng.neer shall evalgt�e• the exa` t • • • • topographid -conditions for the specific .site. • • • • Find Zone and Edge. Distances The edge ,zones and/or etld zones of the roof area shall be determined based on the building's least horizontal dimension (LDI). The edge zone, "a!"i is equal to 10% of the LDH where a = .1-* LDR. It should be noted that if the solar panels installed cross two different roof section , the smaller.LbH shall be used. Rail spans in the corner zone shall be a maximum of 24 inches and this restriction Will only apply to the.tail attachments located in the end and edge zones (does not apply to modulus or fails that overhang into the zone). Furthermore,.all edge zones xeq*jng an adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of .32 inches. DOtaltl roof Old /ed a and corner zones - -- -- - --- - - -__.5022SuruiseBnpYexard•FairOak�CA9S62$-{91�5_�i�9585 Itev.12/31/2013 Page,. S Series 100 Snap,,, rack Structural Report ... , p and Calculations . Y.Y. • •• • • . • • • • • • Slte'-� �1fiC AnalVSs s .A sib _*.S-Neific analysis is required if the location of the solar panel installation ..... .... .. • correUp94Las to any of the following criteria: • Vw4otal pitch of the solar panel (solar panel pitch & roof pitch) is greater than 60 • • •jegl>jees above the .horizontal. "'"' •' A topographic factor applied to a location. Generally, topographic factors are • • • • % • `apliedwhen the structure is on a Bill, 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 greater than 60 ft. above grade. • A combination of loads and/or site conditions applied that is not addressed in the attached rail span charts. If one or more of these factors corresponds to the project location, please contact NSSE, and we will analyze the site conditions and recommend standoff spacing for each specific site. EgistingBuilding Limitations This summary letter addresses the structural adequacy of the solar racking system only and. 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-speci£ie 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. iwu 50225unriseBoulcpardFair Oaks .cA95628(91k)536-9585 Rev.128ii200 Fagel6 Series 100 Snaprack",, Struettiral Report and Calculations • Please note that all .sizes, materials specifications, and weights have heP-p gtgVded by • • • SnapNrack. Installation mmist be in accordance with SnapNrack drawings as ease see* •••• Drawing We Revision S100-DOl F S100-= F S100-D03 F 5l00-D.03 F. S100 D,04 P siw D05 F S100-D06 F S100 D07 F S100--D08 F S100--D09 F S100--D10 F S100011 F i'IN-D01 F PEN-D02 F PEN D03 PFN-D04 F E P'N-DOS F PEN-D06 F ON W7 F -b08 F EN:D10 fPN-D12 D13 - P8ND14 F E F F Please see• 5napNrack plans for limits on the boltjaramet, Torque all 5/16" diameter barflware as. iecified In riap irac�C's plans It -lb$ for Silver Stsipiless Steel � d 7- 9ft —lb$ for black Stainless ;Steel, unless otherwise doted). All waterproofing, roofing and .drainage jssµes;are the responsibility of SnapNraek's customer(s).otherwise known.as the contracto(s) or the ptQfessidnAl solar' instnller(s). Please let us know if YOU have any questions. Norman Scheel PE, SE LEED-At' BD+JC, LEED-AP Mmes Fellow $EAOG �'ellizvv t1.S:C,E. N � 5022 Sunrise Boutev2rd Fair Oaks CA 95628 (916) 536-9585 Re} 12.1311201.3 Page17_ _ _ •....• . Series 100 ...... • .:.... : • ..' •Rai i Properties for 6063 A1toy hail • • • • • ...... R.. a311O.. ropertre�s°� pown�vard Loads ' . ..... f ection Properties A ' = 0.63 in' . •••••• 0:040. S .'. = 0.34 in3 • I = 04 0.46 in4 Stresses Fb = 15.2 ksi F, = 15.2 ksi E = 10000 ksi Mallow = 5.17 le in vallvw — 6.38 k Rail Properties for Upward Loads Section Properties A — 0.41 in2 S = 0.25. in9 I — 0.11 in, Stresses Fb = 15.2 ksi F,, = 15.2 ksi E = 10000 ksi Maolv = 184 k-ii1 V_... A IC 1_ Snag rack - mean Roof Height o to 30 ft Rail Section SnapNrack Standard Bail 6063 Allay Notes I) Rail section properties deiehubied from test data. 2) Rail teat dateperfornred perguidelirid ofchapter 17 ofthe 2012IBC 3) This r eparl it using 6063 Alloy Rail NSSE -5622 Sunrise Boulevard Pair Oaks CA 95628 (916) 5W9585 -Page. C9. of C64 Series 10Q S n � r c .. PV panel CAlculatibns & Component and Cladding Forces .. . 6063 Alloy Bail • • • • • • • Man hoof Fleighl 0 • • • 1?' 30 O.L. 0 PV Panel Calculations for 39" a 6$" Pattel C6nnec.#igns • • • • • • • Pape! Dimensions 39.0 in ' Eanpl Width = • Panel ix4 i 65.0 In Panel Welot = 70.4 # Pane! Area 17.6 fi' Wind Loading ASCE 7-10 Cotttlronetti and Cladding Wind Speed 110 to 190 mph Exposure Cat, C d Ft sauS.s ais�w,�X�,4 / Component.aild Q. Pipg. Loading Zone ] Zone 2 Zone 3 Zones 1, 2, & 3 Max �22.96 Min -76.71 -128.5E -197.83 1 12:' 1) Roofslapesfrom U- ro 4.- 2) HP,nd'lorzdingfrom I IO mph -to 19.0 rnph' 3-s Gust 3) Edgedistance a 6.1 "LDH(Least lJorjrontalDimensfon) M ,int Fnrce at IollitttP rPcket :Colvponi nt and Glad in Loading - Zone l Zone 2 Zone 3 Fsndt?lamp„ -335 -56G =$71 .302 1nt. Clara ; . -671 r111:4 N/A 603 - ]J •4 braci`.e/s MPINIum per FVpanet.ro rau c9l"AM,rsui 3) Onlyond.coraer of orie pV panel7ii#be located in zone 3 3) Zont 2 )ptr}O hov&11141*.Ie panels located lri. this_ oht Universal Ena 0mP. Adjustable End Clamp i.GlanAp Mid Clamp 1 Mist 4►P 2 N�SE 5i)22SunrisoBbulcvazAir'auQakSCA.93628(91,.6)536,95$5. Pagc -C10 of C64 • • • •' . • . Series 100 repanel GMMt[lions & Component and Cladding Fortes " • "' 6663 Alloy Rail t... .... PV Panel C atolations for 3911 x 78" Panel Connections • • Panel bimensions • • • • • : 78" Long Panels • • Pam] Wldtb = 39.0 in • • • • Panel Length = 78.0 in Panel Weight = 84.5 # Pane) Area = 21.1 il? Wind Loading ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Car. C Edge Distance fal a r:. Component and Cja4ding Loading Zone t Zpne 2 ;Zone 3 Zones 1,2,&3 Max -22.96 -30.11 -30.71 68.51 Min -76.21 -128.56 -197.85 12.64 1) WOoj sivesftom 0" 10 45" 4 Wind loadisgfiom 110mph to 190mph 3 s Gust, 3) Edge distance a = 0.1 * LDH (Least i1orizontal Dimension) Maximum Force at i4ourititig Bracket Component and Cladding Loading Zone I Zone2 Zono3 Zones 1,2,&3 End. Clams , ik -4.02 479 �1045 362' Int. Clamp •805 -1358 141A 724 1) 4 brackets minimulh per Pi'pgnel !o Wl connection 2) Only ogre corner of one PV panel may he located 7n zone 3 3) Zone 2 Pray haremu&plepanels located in das zone S.n.a Mean RoofAeight 0 rack - to 30 fl Universal End Clamp Adjustable End Clamp Mid Clamp 1 X-Clamp ----A AVd Clamp Z NSSE 5022 Sunrise Boulevard Fai Oaks CA 95628 (9 t 6) 536-95$5 Pnge CI ! of C64 REVISION: SNAPNRACK MODULE ATTACHMENT HARDWARE ROOF SHEATHING, UNDERLAYMENT,- AND ROOFING MATERIAL® STANDARD RAIL ROOF RAFTER TYP (ROOF ATTACHMENTS) SHOULD ALWAYS BE EMBEDDED INTO, ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS •• ••• •• • • • •• ^ ��p __ MAINSTREAM ENERGY CORP. DESIGNER: G McPhoolera SCALE: ® PART NUWBER DESCRIPTION: • • • • • • • • • • REV Wuv 1W�Z' mrm wcnma...nuo o.w.uaoi ue� DRAFTER: QRyen �"`"A�`�' �"'°�" " S100 D02 SERkS:100hVElVXW, dN ZTAND69F4 (w ��'n.=_"�=�� APPROVED BY: DATE: • • • • • • • • • USE CARE DURING INSTALLATION TO ENSURE THAT THE SETSCREW IS ROUGHLY CENTERED BETWEEN THE TWO PIECES BEING MINED RAIL HEIGHT 112.2" ABOVE ROOF SURFACE 12" HD STANDOFF ^MAINSlRE4M ENERGY CORP. \UVI IW�f mmowaamm.�+.vuaonnac�wm RAIL HEIGHT 013.2" ABOVE ROOF SURFACE 12" HD STANDOFF - IX SNAPNRACK LEVELING SPACER LONG SETSCREW RAIL HEIGHT 0102" ABOVE ROOF SURFACE 12" HD STANDOFF PLUS ONE SPACER ON TOP OF STANDOFF DESIGNER: G McPha"tara SCALE: DRAFTER: D Ryan Fm APPROVED BY: DATE: I ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . - 2X SNAPNQACK : : • gEvlsloN;; . • . LEVELING SPACER ; - 2X i"-18 X 1" LONG — SET SCREW - . .. . . . . ... . 9-1AND"SCRIES 100 A1TAMMENTS FEATURE 3" OF VERTICAL ADIMISTABILITY ON J ALL MOUNTING POINTS WITH THE USE OF 1" LEVELING SPACERS RAIL HEIGHT 01S.2" ABOVE ROOF SURFACE 12" HD STANDOFF PLUS TWO SPACERS ON TOP OF STANDOFF f NUMBER: I DESCRIPTION: S100 D07 THE FIRST INCH OF ADMSTABILITY 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 OF TWO 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". REV SERIES 100 RAAIIL LEVELING HD I i NOTES; - LAG BOLTS MUST EMBED IN ROOF STRUCTURAL SNAPNRACK MEMBERS/RAFTERS STANDARD RAIL L - TORQUE ALL�B" HARDWARE TO THE FOLLOWING: - SILVER S.S. 10-16 FT-LBS SNAPNRACK - BLACK S.S. 7-9 FT-LBS SNAPNRACK CHANNEL NUT RAILS STANDOFF CLAMP SNAPNRACK RUBBER DOWNS OL p� OUNTTO EITHER SIDE OF POS (UPSLOPE VS. RAIN COLLAR INSTALLS [� OVERTOP OF FLASHING 6' X 2" S.S. BOLTAND—,""'O*� " S.S. SPLIT WASHER LAG SCREW IS TYPICAL FOR SECURING STANDOFF 1 BASE TO ROOF RAFTER, 2S' MIN EMBEDMENTTYP. - 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 STAND%FFS /4OCrW ; i U9M W17rt FOAM ROOF • • SNAPNRACK STANDOFF MOUNTING POINT INSULATION . FOR USE ON ALL ROOF SURFACES S(\��/�� MAINSTREAM ENERGY CORP. DESIGNER: GMcPhoatom SCALE: DNS PARTNUMBER: DESCRIPTION: �• • REV �{(( ,�� 71II\VIrack- mwatrc wrt�m.uw uoasw.0 caw L' u u�Jtlll U lflJ ^�� DRAFTER: oRyan S100 PEN DOB ; QEN D�TRILp�, HQS'jA1QDOf�f; PW Mial AUVV � ° ° "� � = - APPROVED BY: DATE. 120113 • • • • • • • • • 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r t 8/22/2018 , OAF I TOPGOAT Uquld hadnc t-tasntng r3raae GetFasy M W 0 0000 pro installation Vroofingfcontractors) TOPCOAT' Flashing -Liquid )fabric Description TOPCOAT© Flan ih ng -Liquid Fabric is a light gory, water -based, acrylic flexible liquid fabric seam sealer that does not require reintorrmg fabric on properly fastened horizontal seams of metal roofs, therefore significantly less labor than the typical "3-Course" Method. This product can be used to seal properly fastened horizontal seams on metal roofs w/thoufthe use of Topcoat Flashing Fabric when horizontal seams are properly secured as per product application spe6il`1ca}ions. Uses TOPCOAT° Flashing liquid Fabric is designed for use on metal, wood, and concrete to provide a strong flexible seal ihatvtill not become brittle. Do not apply attemperalures below 42°F. Substrate temperatures mustbe below 120°F when,applying product. Advantages x Stronel forms a $eAle sealihatwlll not become brittle u Flexible; will expand and coniractv8th metal roof a Atime soverl Reduces horizontal seam laborup to 50%; up to 10%onthe whole lab • ideal for property fastened horizontal seams on metal roofs x i5mitedmaterial warranty avallablefor upto10years* , u Guarantees available far up to20years" sr Avail abiain5-gal [on polls and 55-gal[on contalners 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 &1644, FfMSi.41.6271 Note: Rep airIsaks promptly to avoid adverse effects, including mold growth https..//www.gaf.com/roofing/commercial/products/e►astomerlo Ilquid membranes coafingc sealants adhesives/llgilld fabric flashing_grade 113 3/22/2018 GAF ] TOPCOAT Liquid FabrlG Flashing Grade , : , , , . � ' • �9�e wdrrgrl�igs�rygjgvorrrntees forcomplefe coverage and restrtcNorts , , �When used'srspn•tofamu/tfplysyalem ' • :(WCOATD jJcW; '?hq -Liquid Fabric Technical ... • . • • U nta • • • • • Agplicatfon Rc*% • • • • 5 gallons/12L lineolft. ofseom (61w7de) • • • • • • • .f "rf..,ion d": • • : brush or airless sprayer • • 'APp[[caltonT.0?Ott suaacal 42-F-120-F •••••• • • • • • .fjfyiryp Time (A-F, 50% RH): • • • • eco0 manded•1Nef1�f�TRlckness Apprwamwely24 hours 105 • wet mils ' , 11S9mmended Dry Mi(7htckres£ 60 dry mils Total Solids (by weight): 71.7* 2% Total Solids (by volume): 55%Br 2% Sper]Rc Gmvliy 1.95#Oa Wefghtper Gallom 11.3 # 0.5lbs Elongation: 700% Viscosity (75'F): 130,000 t 15,000 cps Storage' Store in Well ventilated area at50'F to 80'F protect from freezing Shelflife: 1 Year Clean up; Walerbefore curing Documents ::* Brochures & Datet Shteos Codes - M➢arnli Dade NOAs x TOPCOAT© RooFMembrane and Maintenance Coatings- Miami -Dade Approval 15-0128.09 (/CCommerdadLJiooRng•-,Systems/TOPCOAT/ropcoaUmOui Rre3w*c-CoaHng/TOPCOAT—RooF Membrane and- A4ciTntenance Coatings MiamL-Dado}tpprovoL ],';-D Doc lyp---p. e TOPCOATOSilicone HSElaslomericCaafing (/CommercluLklooRng-Systems/1-OPCOAT/fopcoat}heOutJire Barrier_CaaHng/rOPCOAT SlRcone HS 8)asfomertc,-CoaHng.pdQ Doc Type- .pdf x TOPCOATOWaterprooling-Miami-Dads Approval i8-0119.1i (/CommerctaLRoaRng_Systems/1'OPCOAT/rOPCOAT Membrane/TOPCOAT _Waterproofing.-Jvlfam-L.Aadq-Approva[_I Q119 il.pdt} Doc Type:.pdf Safety Data Shteet (SDS) r, TOPCOATOflashing- liquid Fabric- MSDS#1051 (/CommerclaLRooffng Systems --1'OPCOAT/tOPCOAT-Floshln"quk(fabric/TOPCOAT-JtqulCFabrir,-Hashing_Grade-JSDS lojl-pdQ Doc rype:.pdf WanwifyInformcaion a Weather Stopper@ futegrated System Ilmited Warranty (/Commercial R..Rng-Systems/TOPCOAT/Weather_ StapperJntegroteC,5ystam_pmlted War unfypdQ Doc Type: ,pdf Codes - Florida BuiCding code .Rep OAS z, GAF Roof Maintenance Coaling Systems- Florida Approval FL620-R75 (/CommerclaLJloaling Systems/TOPCOAT/TapconLffreOuf,Ffre Bonier CoaHny/GAF Roof,_MaTntenan Doc Type; .pdf ae Cogtng_Systerrs flafidq-ApprovaLFf420 R15.pdQ x GAF Waterproofing and Plow Deck Systems, Flafida Approval FL4911-R 12 (/CommerctaLJtooffng Systems/Ruberoid_Modified,8ttumen_APP Membroues/RuberoTd Torck-Smooth/GAF Waterproofing_uncLPlozgSteck-Systems_•Florida-ApprovoL Doc Type: ,pdf AutoCA.D COnshuction Detelil5 ------------- -- - - — — - —'� CSI Formatted Specifications DADE MIAMI• MIAMI-DARE COUNTY on PRODUCT CONTROL SF•Cxltflg 11805 SW 204treet, Ro6>fi M8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) MiaW Floods 331•%S1l1J BOARD AND CODE ADMINISTRATION DIVISION T (786)319L2-1SV"(786) 315.2599 NOTICE OF ACCEPTANCE (NOA) wwiv.& iaa$e.gov/econamy GAF • 1 Campus Drive • • • • • • • Parsippany, NJ 07054 • • • • • • • • SCOPE: • This NOA is being issued under the applicable rules and regulations governing the uT, of.Cgnstrucnon materials. The documentation submitted has been reviewed and accepted by Miami-Ddde County "' • Product Control Section to be used in Miami Dade County and other areas where allowed by the • • • • Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TOPCOAT® Waterproofing LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0128.10 consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino NOA No.: 18-0119.11 bl btn�nctiutmr Expiration Date: 02/28/23 _ e e Approval Date: 03/01/18 Page 1 of 7 ROOFING SYSTEM APPROVAL • • • • • C`hIf2ory .' . Roofing .' .S&b!Qate2ory'" s•... Waterproofing Systems ...... Dec% e: Concrete • • • • ; trial: Elastomeric „ 0 , 0 •)000 i111um 1'1e$iEll'Pressure -607.5 psL ..... ...... . . ...... :.WkDE NNUS OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: ' • """ TABLE 1 ...... . . . . Test Product :"": .. Product' Dimensions Specification Description ... . TOPCOAT® Elastomeric 1, 5 or 55gal. ASTM D6083 An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces TOPCOAT® Surface 5 or 55gal ASTM D6083 Solvent based sprayable Seal SB thermoplastic rubber sealant designed to protect various types of roofing surfaces. TOPCOAT® MB Plus 5 or 55gal. Proprietary Water based low VOC primer designed to block asphalt bleed - through. TOPCOAT® XR-2000 5 or 55 gal. Proprietary Primer for pre -finished metal: (e.g. Kynar). TOPCOAT® Flashing 1, 5 gal. or TAS-139 Water -based flashing compound. Grade Igttube Product TOPCOAT' Liquid Fabric Flashing Grade TOPCOAT® Flexseal FireOufm MIAMI-DADP COUNTY Dimensions 5 or 55 gal. 1, 5 gal. or lqt tube 5 or 55gal Test . Specification Product Description Proprietary Water -based, high elasticity flashing compound. TAS 139 Solvent based flashing compound for gutters and other detailing. Proprietary Low VOC, water -based fire barrier coating. NOA No.: 18-0119.11 Expiration Date: 02/28/23 Approval Date: 03/01/18 Page 2 of 7 ' TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS TABLE2 •,•` . . .... ...... Test Product Product Dimensions Specification Description anufacturer Ceramic Tiles 12" x 12" x %" ASTM C902 Ceramic plaza deck walking . ` ` ` ` Generic` "' . • tiles, 5% water absorption • - max • • • • • •a . •• •• •r •• • . . • •..•.• Portland Cement 15 lb. Box, 25 & ANSI Al18.4 A polymer modified Portland ; �NN)m Building • _ 50 Bags Cement. Products • + • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Exterior Research & Design, LLC G6040.03.07 TAS 114-D 03/19/07 18026.03.02-2-R2 TAS 114-D 12/05/07 PRI Asphalt Technologies, Inc. GAF-276-02-01REV Proprietary 01/04/11 GAF-498-02-01 ASTM.D 6083 . 09/16/16 GAF-499-02-01 ASTM D 6083 03/12/14 GAF-500-02-01 ASTM D 6083 03/12/14 GAF-658-02-01 Proprietary 06/06/16 GAF-667-02-01 TAS 139 07/01/16 GAF-671-02-01 TAS 139 06/30/16 Factory Mutual Research Corp. 3015619 FM 4470 03/15/05 Underwriters Laboratories, Inc. R1306 UL 790 02/08/18 NOA No.: 18-0119.11 M��d�AD�Q„ N NlY_ Expiration Date: 02/28/23 " Approval Date: 03/01/18 Page 3 of 7 APPROVED APPLICATIONS: • ; • • • • • "dek Type%: Concrete Decks, Non -Insulated .... . .. .:.. • . : hoelc DeseAption: 2500 psi structural concrete or concrete plank 6item T3'iie FW: Fully Adhered liquid applied waterproofing system. . General Vimitations apply. ..... . . ..... . *A" GAF TOPCUAV products shall be installed in accordance with manufacturer's specifications. The • • • following ar•amilgimum installation guidelines. Consult the GAF TOPCOAT® Specification Manual or •:TeelYnical. Sjrvice for specific/complete installation instructions. • *Avbstrate The TOPCOAT® Elastomeric Roofing Membrane system is to be applied over Preparation: structural concrete only with a minimum slope of/4":12". Concrete roof substrate must be completely cured and dry before application of TOPCOAT® products. Substrate should not pond water for a period longer that 48 hours. Base Coat: Apply two or more coats of TOPCOAT® Elastomeric Roofing Membrane at a rate of 1.25 gallons per 100 square feet per coat to a wet mil thickness of 20 mils each coat. Allow 24 hours to dry and inspect base coat for defects. Correct unsatisfactory conditions prior to proceeding. Finish Coat(s): Apply one or more finish coats of TOPCOAT® Elastomeric Roofing Membrane at a rate of 1.75 gallons per 100 square feet per coat to a wet mil thickness of 28 mils each coat. Allow 24 hours drying time prior to allowing foot traffic or inspection of roof surface. Integrity Test: Required, and shall be performed in accordance with ASTM D 5957 by an approved lab. Water maybe maintained for a period longer than 24 hours if required. Inspection: Contractor and a representative of the membrane manufacturer shall inspect the waterproofing assembly and notify the contractor of any defects. Inspection must take place prior to installation of any overlay insulation, protection pads, drainage boards and traffic surfacing. All defects observed shall be corrected. Maximum Design Pressure: -576 psf. (See General Limitation #9) NOA No.: 18-0119.11 MIAMIOADECOUNTYM Expiration Date: 02/28/23 UUMT11 Approval Date: 03/01/18 Page 4 of 7 Deck Type 3 : Concrete Decks, Non -Insulated Deck Description: e • • • 1 • • 2500 psi structural concrete or concrete plank • • Y - System Type F(2): Tile Finish over fully adhered liquid applied waterproofing System. 0• • • • All General Limitations apply. •' • • • • • • • • • • • .. • • • • e • All GAF TOPCOAT® products shall be installed in accordance with manufacturer's cpeoii cations.•Tge : • • • • . e f • • • e following are minimum installation guidelines. Consult the GAF TOPCOAT® Spec�fymtiovt Manual or . • Y . . Technical Service for specific/complete installation instructions. *goo** fees.. Substrate • • • All surfaces must be dry, smooth, and free of depressions, voidsvrotmsionso e • • e f • : e e e e Preparation: clean and free of any non -compatible curing compounds, foam release agents-VO other surface contaminants. Coatings: Apply two or more coats of TOPCOAT® Surface Seal SB at a rate of 1 gallon per 100 square feet per coat to a wet mil thickness of 16 mils each coat. Allow 24 hours drying time prior to allowing foot traffic or inspection of roof surface. Inspect completed system for defects and correct as required. Integrity Test: Required, and shall be performed in accordance with ASTM D 5957 by an approved lab. Water maybe maintained for a period longer than 24 hours if required. Inspection: Contractor and a representative of the manufacturer shall inspect the waterproofing assembly and notify the contractor of any defects. Inspection must take place prior to installation of any overlay insulation, protection pads, drainage boards and traffic surfacing. All defects observed shall be corrected. Surfacing: Exterior grade ceramic plaza deck walking tiles (Minimum size of 12" x 12" %2" thick), tiles shall be embedded into Custom Building Products Polymer modified Portland cement applied with a %a" square notched trowel. Tiles should then be carefully embedded in the mortar bed and tapped in place to insure full solid bearing. Tile shall be installed in accordance with applicable Building Code. Maximum Design Pressure: —591 ps£ (See General Limitation 49) NOA No.:18-0119.11 ration Date: 02/28/23 Approval Date: 03/01/18 Page 5 of 7 VVjk Type 3 : Concrete Decks, Non -Insulated "' " MJ Descripdo;: 2500 psi structural concrete or concrete plank • • • • • • • System TyPt:R °}: Tile Finish over fully adhered liquid applied waterproofing system. "itations .AVCeneral.Lk apply. ..... • • ; • .... .... . All j3AF TQP.C.pAr products shall be installed in accordance with manufacturer's specifications. The ...... :Eli©wing airy cummum installation guidelines. Consult the GAF TOPCOAT® Specification Manual or �. Technical S�qim br specific/complete installation instructions. . ...... . . • S'U 'Sirate All surfaces must be dry, smooth, and free of depressions, voids protrusions; :' F p. ration: • • • clean and free of any non -compatible curing compounds, foam release agents and • • • •' other surface contaminants. Coatings: Apply three or more coats of TOPCOAT® Elastomeric Roofing Membrane at a rate of 1 gallon per 100 square feet per coat to a wet mil thickness of 16 mils each coat. Allow 24 hours drying time prior to allowing foot traffic or inspection of roof surface. Inspect completed system for defects and correct as required. Integrity Test: Required, and shall be performed in accordance with ASTM D 5957 by an approved lab. Water maybe maintained for a period longer than 24 hours if required. Inspection: Contractor and a representative of the manufacturer shall inspect the waterproofing assembly and notify the contractor of any defects. Inspection must take place prior to installation of any overlay insulation, protection pads, drainage boards and traffic surfacing. All defects observed shall be corrected. Surfacing: Exterior grade ceramic plaza deck walking tiles (Minimum size of 12" x 12" %2" thick), tiles shall be embedded into Custom Building Products Polymer modified Portland cement applied with a'/a" square notched trowel. Tiles should then be carefully embedded in the mortar bed and tapped in place to insure full solid bearing. Tile shall be installed in accordance with applicable Building Code. Maximum Design Pressure: --607.5 psf. (See General Limitation 49) NOA No.: 18-0119.11 MIAMI-DADE COUN Y Expiration Date: 02/28/23 Approval Date: 03/01/18 Page 6 of 7 GENERAL. LIlV muONS: 00000 1. oleo Fiore classification is not of this acceptance; refer to a current Approved Roofing Materials -: • e.0000 e 0 part . oe• .. . Directory for lire ratings of this product. eee. ...... 2. Required integrity flood testing report in accordance with ASTM D5957 from gtapproved lab, • • • e • • • shall be provided to the Building Official for review at time of final inspection. • • • • • • • • • • • • • ...... . . ..... 3. Contractor shall be approved by GAF. .. .. .. .. ...... 4. Flashings shall be installed according to the manufacturer's published standard Vellfs and shall ne submitted to the Building Official for review. • • • • • • • • • • 5. 000 e Contractor shall submit to the Building Official for review the system specifications and details., * e ' Submission of these documents, as well as the proper application and installation of all materials 0 shall be the sole responsibility of the contractor.. 6. Systems shall not be installed over lightweight insulating concrete. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and the wind load requirements of applicable Building Code. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. A non-skid surfacing is required for all pedestrian areas, plaza decks or balconies: 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0119.11 ration Date: 02/28/23 Page 7 of 7 I ffl - _ . . . ... ... . ..... . . ....... .... ... .. . .. .. .... ... . . . .. .... .. . . .. .... .... . . .. . . . .. ... .. . ......... . .. . . . . . ... .. �,irn- Exploded Product Vlewl:B�O` .M, -1 Installation Instructions -- 2 Cut Sheets - 3 Specificatlons - 4 t , 7t A � q :c��7s�� Solar I I ,QuikFoot —' Product Guide Exploded Product View, Bill of Materials M-1a te rials Needed. For As semb4y It -ern Na., Description, of M.-ate,.riaIllp-a!rt Quantity 1 QuilkFoot Base P!I!@te 2 Fastener (Length to be determined) 3 QuJkFaat Flash.l;ng 4 EP M Washer 5 L-1 02-3" Bracket * (other Gptions aval.1261C Stl 6" EPID M: -Rondied 183 SS Washer 3/8" Stallnl'ess Steel Hex N'Ut Required Tools T 877-8.594947 EcoFasten saVar-N content petect8j undbr dbpyrlght. All rights reserved, 10/09/14 EcUlFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 62 8,181,39B 82 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 32 8,272,174 132 8,225,557 B2 0 QuikFoot—Product:Wle: 1 4 2 5 Instattation lnstructi&ns 3 1. Locate the rafters and snap horizontal a:nd vertical lines to mark the Ins-talIation position for reach QuilikFoat. I Iinstailil'base as shown using @p' propriate fasteners.* 3. Insert the flashing so the top part is under the next row of shingles and. pu.:51�ed far enough up slope to prkvent waiter infi1tratlan through vertit'al joint in shingles. 4. 'Instalil bare ERDM washer on stud, pusNiftgriA.0win until it is flush Y-Aah the top of thR.,flashing. 5. Apply co m-pressi.-On bracket to sft, I-Astall banded washer with rubber side down, aind tighten sta-Ahlre--& n.u.t to 5.9-Inchpo�wnr -ds. Consult an engineer o-r go to www..e.co-faste.nsola-.r..com for englneer!ng- data. *EcoFasten recommends XH D fasteners by 0 M.G. 877-859-3947 EcoFasten Solar® All content protected under copyright All rights reserved. 10/09/14 2.1 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,163,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 S2 8,245,464 B2 8,272,174 B2 8,225,557 B2 .QuikFoot= Product Guide installation instructions ,f Use for vertical adjustment: when leading edge of flashing hits nail in upper shingle courses �' .. Slide flashing up under shingles unt-i'R'leading edge engages nails. Measure remaining distance to adjust unslnnF- i shhngie 3. R.einstail flashing with notched area ups[ope. I shingle 2. Remove flashing and cut'Y notch at marks where nail shafts engaged. Iea:ding edge of flashing the distance desired in Step 1. Notch depth not to exceed 2" I-ength by 1 /2" width. 4. Position notched ieading edge underneath nail heads as shown. . . ... . . . . ... 877-859-3947 EcoFastenSol,:r�Alaorkciprotectectundeloco�Irfiht.Alf rights reserved. 10/09/14 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 82 8,153,700 B2 8,181,398132 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 82 8,225,557 B2 F"V" notch I shingle 2.2 Qu!kFoot — Product tj$e : . ....... .... 1.50in [38.10mm] 2X 0.33in [ 8.38mm ] Co L'O N r----- E` :. LO E CO N LO. LO 00 QF-M : 1.5" Q F-L : 1.75" z 0" r7 n lOT, 9 I r,.L. . -j Cut Sheets: QF-AL-Base 877-859-3947 EcoFasten Solar©All content protected under copyright. All rights reserved, 10/09/14 3.1 EcoFasten Solar products are protected by the following US. Patents: 8,161,522 B2 8,153,700 132 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8.245,454 132 8,272,174 132 8,225,557 132 ,QuikFoot-, Product Guide R.38in 9.53mm ] 3.00in [ 74.2Qron-I ...... . ..... ... . 8.00in .... .. . .... ... . . . .. ... .. . .. .. .032in [0.81mm] 12.00in [304.80mm ] .50in [ 12.70mm ] Cut Sheets: QFL-812 ®- �' 877-859-3947 EcoFasten Sol�roAlteont2r�prblgdteQ 6nc%gatpyrigh�Ahs reserved. 10/09/14steSolducts are protected by�hefollowingUS. Patents: 8,151,522700 62 8,181,3918 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 52 8,272,174 B2 8,225,557 62 3.2 . ... . . . ... QuikFoot -- Product 45w• • • • • . ....... .... ... .. . .. .. .... ... . . . .. .... .. . . .. .... .... . . .. . . . •• ... .. . ..... % * . .. .. . ....... 1.50 .06--1 .50 .38 Cut SheiAs: Bracket Options - CP-- Q-Slotted 0 0.3811 Z 0.50 0 0.88±.01 X 820 877-859-3947 EcoFasten Solar°All content protected under copyright. All rights reserved. 10/09/14 3.3 EcoFasten Solar products are protected by the following U3, Patents; 8,151,522 B2 8,153,700 328,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 1328,245,454 S2 8,272,174 B2 8,225,557 B2 ,QuikFoot -Product Guide %" THRU ALL /" X 82°, NEAR SIDE .. . . . . . ... .. . ......... . .. . . . .. ... . ... .. . . . . . . . . . . . . . . . . . . .. .... ... . . . .. . . . . . . .. . . Cutsheets: Bracket Options, F-111-A 877-859-3947 EcoFasten 5ol!!r-All 8onVhTprofecteciunder copyright. All rights reserved. 10109f14 A. EcoFasten Solar products are protected by the following U.S. Patents, 8,161,522132 8,153,700 82 8,181,398 132 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 3.4 --- - - - •. Quil<Foot— Product Guide: ;•; ; ; . ....... .... .... . .. ... .. . . • • • ••• �o .23in [ 5.94m m ] Min 8.26mm ] .52in 13.08mm ] SLOT FOR 5/16'° HHCS Cutsheets: Bracket actions - Como Slide 1.06in [26.92mm] 1.00in [25.40mm] 0 0.377".006 000 TH R U 4.00in V 101.60mm00.875±.010 X 82° .] 877-859-3947 EcoFasten Solar"All content protected under copyright, All rights reserved. 10/09114 3,5 EcoFasten Solar products are protected by the following U,S. Patents: 8,151,522 B2 8,153,700 132 8,181,398 132 8,166,713 1328,146,299 82 8,209,914 B2 8,245,454 132 8,272,174 S2 8,225,557 B2 a': • N WD w= CA ID i Cp O R, (fl m W • ••• 2.02in • '•s` [51.31mm] �• • 1.02in • [25.91mm] 1.88in [47.63mm] .46in TYP [ 11.68mm ] .94in 23.81 mm CD 1-4 c;, u, V w co Lib./-Umml . wee QuikFoot— Produ�L-�AjicTj' •••; • • . • • • ... .. . .. .. .... ... . . . .. 46 SE.RRA Iz- 1 R.0019 R.01 C 60. 0 3/8"+'6 00 0 7/8" X 820 Cut Sheets: Bracket options- SCL-101-3 DETAIL A SCALE 3:1 R1/16" 2X R.01 877-859-3947 EcoFasten Solar- Ail content protected under copyright. All rights reserved. 10/09/14 3 7 EcoFasten Solar products are protected by the following U.S. Patents; 8,151,622 62 8,153,700 B2 8,181,398 B2 8,166,713 62 8,146,299 82 8,209,914 B2 8,246,454 B2 8,272,174 B2 8,225,557 B2 Quil<Fnot= Product Guide TOP VIEW IN 0 5/16" Tv 1.1 /4' 3/8-16 UNC S 1 1/16' .. , . . , , ,,, .. .... . .. ... .. .... .... . . Cut Sheets: Bracket WlOns - P-2—GSK 0 5/16" T 1 1 /4" 3/8-16 UNC Tv '1 1/16" \/ 0 7/8" X 820 BOTTOM VIEW . . . . . . . . . . =1 877-859-3947 EcoFasten S4areAl{;co'R;Mt protected and;rc D�}ltight.All rights reserved. 10/09/14 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,163,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 S2 8,272,174 B2 8,225,557 82 3.8 QuikFoot- Produ&GTid'a' .'. % .: •:• ♦• • ••• • • • • • • •• • • • • • • • • • • • •600 1 1 /2" 0 3/8"-F.01 THRU ALL .00 0 7/8'�±.01) X 82°, NEAR SIDE Cutsheets; Bracket OPtIonS - L 102.6.q R.01 v` R.01 R.O1 DETAIL A SCALE 2 : 1 o I tc5r-asten 5013t� All content protected under copyright. All rights reserved. 10/09/14 3.9 EcoFasten Solar products are protected by tha following U.S. Patents; 8,151,522 B2 8,153,700 B2 8,181,398132 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272,174 B2 8,225,557 B2 Quil<Foot — Product Guide V 16" — 2 3/4" i• • • • Y • ••• •• •• • • • •• ••• •• ... .. 1 1 /2" ... .. . .. .. - 1 1 /4 —O� Cutsheets. Bracket Optfony - -1 o,,, 0 3/8 .002 THRU ALL 7/8"±.010 X 820, NEAR SIDE ... . . . i ... �i•� T4 877-859-3947 EcoFasten Solar°AII content protected under copyright. All rights reserved. 10/09/14 EcoFasten Solar products are protected by the following U.S. Patents: 8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 132 8,272,174 B2 8,225,557 B2 3.10 a t J., @ eee e i a Quil<Foot- Produ(VCUA : : :*.*: 0 * !o! ! -0-6- PART 1--GENERAL 1.1 SUMMARY :.:1.3 SUBMITTAL A. WOR-k NCLUDd * :A. Submit marrufacturefs written speciRcatlons. 1. QUA -Foot base plate Atachin 4nt brAket that" B, Suibrrrl.,t Stant'ard -product cut sheets.' attaches directly to the roof deck. C. Submit IristaitlatIon instructions. 2. Provide appraprlawibroac6at aid famiernewoo 0 D. Submit prGeltuct sp eciflic [,oad, test data, showing for the roof system • 6 :.: : : : : :. uldimate and afliewable I-oad vatues specific to R RELATED SKTION'S,' the roof deck spred.fled for the project. 1. Section 076.00'. Flashing and Sheet Metal 2. Section 07500: Roofing ' 1.4 QUALITY ASSURANCE 3. DI-Viskyri 1:Administrative Irils-trative and Procedural lirystaifler to be experienced In the Installation of Requirements specified roofing material for no less than 5 years M 4. DivIslorn7.Therm-al and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION A. COMPONENTS: 1. Q-LdkFoot system consists of alurrfInom bracket and base plate with (1) staliniess steel stud, (1) stalrdess steel n.L;.t, (1) ERDIV11 washer and(l) bonded stainless steel and EP'DM washer. 2. Fasteners A, Tobe of metal cam-patfbie with Quif.kFoot bracket, B. Fasteners should be selected for compat- liblIfity with the roof deck. C. Fastener strength should exceed or be equal to that of the @-[,!.Io.wa!bI'e I.oa-d of the system. Sere test data at www zco-fastansolaircom 3. Sealant (if requtred by roof m., anufacturer). to be roof m arrufacturer approved. 4. Alum-inum co-unter-flashing 5. Aluminum attachment bracket B. DESIGN REQUIREMENTS: 1. Bracket spacing to be recormm:ertdecl by pr-0ject engineer. 2. I. -install a M$rftum of two fasteners per base plate. 3. It Is Important to design new structures or assess existing structures to make sure that they can withstand retained loads, 1.5 DELIVERY I STORAGE/ HANDLING Inspect material upon de'livery. Notify. m, anufacturer within 24 hours of any missing or defective Items. Keep material dry, covered, an-6 off the ground. u!nftl Instaged. PART 2 - PRODUCTS 2.1 MANUFACTURER EcoFasten Solar 11 289 Harrel Street, Morrisville, VT 05661 (877) 839-3947 w-wmecofasterisolar.com 2.2 MATERIALS A. Attachment Bracket 60'00 Series Aluminum (choose one). 1, CIP-SQ-Slat.-ed 2. F-1 11 -A 3. P-3-CSK 4. SCL-1 01 -3 5. L-1 02-3" 6. L-1 02-6" 7. Z-1 01 8. Cornp Slide & Custom Specifications B. Base plate Is 600'0 series aluminum with one REM Type Press-[n Stud 18,8 SS. C. Fasteners to be compatlible with chosen roof appl-Ication and meet specified pull out values as shown in load test data. D. Counter flashing is .032 gauge aluminum em- bossed to accept shape of stainless steel base plate 2.3 FINISH A. Bracket Is mill finish al;uiminu-,m B. Base flashing- Black- kynar painted PART 3 - EXECUTION 3,1 EXAMINATION A. Substrate: Inspect structure an which brackets are to be installed and verify that it will wIth- stand any additional loading that may be incurred, B. No1y General Contractor of any deficiencies before fristafling EcoFasten Solar brackets, C. Verlfy that roofing material has been installed correctly prior to instalfling solar attachment brackets. 3.2 INSTALLATION A. Comply with architectural drawings and project engineer's recomm- enclations for location of System. CGMPlY with Manufacturer's written in- stall-ation Instructions for Installation and layout, 877-859-3947 EcoFasten Solar®All content protected under copyright. All rights reserved. 10/09/14 EcoFasten Solar products are protected by We following U,S. Patents; 8,151,522 132 81153,700 B2 8,181,398B2 8,186,713 132 8,146,299 B2 8,209,914 132 8,245,454 B28,272,174 B2 8,225,557 B2 4.1