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RC-18-1367 (2)
BUILDING PERMIT APPLICATION Ki BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1050 lV - IQ. \ I City: Miami Shores County: Folio/Parcel#: (1 • Z 232 ' 028.00(.0O Occupancy Type: Load: Construction Type: FBC 20 (� Master Permit No. - Sub Permit No72-CI ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Is the Building Historically Designated: Yes Flood Zone: OWNER: Name (Fee Simple Titleholder): Ph.I 11 " Al I Led Address:1050 M& (D5 St City: IQ Olt SEnreS State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: Zip: 33133 NO BFE: FFE: Phone#: (306Y t3 -7531 CONTRACTOR: Company Name: �QIC�In Solar LLC. Address: 3yy -t ft c vat Ave City: IJ i3CY 1 State: Qualifier Name: Caren State Certification or Registration #: DESIGNER: Architect/Engineer: Address: a6, 9(dG . Co0 Value of Work for this Permit: $ CVC56465 Phone#: (3cs q , 1' Q 7`1Q Zip: 33133 Phone#: Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration IN New Description of Work: ❑ Repair/Replace n Demolition rid "Tied 50ac W Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 6� (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 OWNER or IGENT Signature CONTRACTOR The foregoing instrument was acknowledged beforemethis The foregoing instrument was acknowledged before me this ia day of il‘f , 20 ( by iCt day of� , 20 l g , by pkit.i_ A iluo. , who is personally known to , who is personally known to me or who has produced FL DL.. as me or who has produced -'C'-i'soirlcilly Ic.noAn as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary Pu lic State of Florida Madelin Rojas My Commission GG 157509 Expires 11/05/2021 Sign: Print: Seal: En 6ldn oar �° Notary Public State of Florida Madelin Rojas z My Commission GG 157509 oinr Expires 11/05/2021 **************************************************************** * ********** APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIG►n► EL YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTE Imo` 1 Signature: r State of Florida County of Miami -Dade dayacknowledge of Way `, By Ph % I (t - / 1(lu who is personally known to me or has produced L 17L Notary: SEAL: as identification. ��►*Y o<y Notary Public State of Florida Madelin Rojas y r ' My Commission GG 157509 Or cCev Expires 11/05/2021 Goldin Solar, LLC Certified Florida Solar Contractor, License number: CVC56965 Cell #: (305) 469 9790 dgoldin@goldinsolar.com www.goldinsolar.com GOI DIN,' 'SOLAR 06/04/2018 State of s c IC C( County of t1Ov 1f'-D(Ca Before me this day personally appeared ,Caren 6-0(Ctli\ - deposes and says: That he or she will be the only person working on the project located at: i050 06 IDS Si 1- Contractor Signature tarei Shcre3; 'i L 3313g Sworn toto`(or affirm ) and subscribed before me this By Weill iH who, being duly sworn day of ) �.(l'1 , 20 1 U Personally Known Or Produced Identification Type of identification Print, type; or stamp name of notary ..y" rcy` Notary Public State of Florida Madelin Rojas ,_ . My Commission GG 157509 + of t���A Expires 11/05/2021 ROOFING SYSTEM APPROVAL Category: Sub -Category: Deck Type: IY1a1 f41: Ma Thum Doign Pressure Roofing Waterproofing Systems Concrete Elastomeric -607.5 psf. ... •. •. •• •• • •TIIADE NXIIMS of PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • TABLE 1 • •••• • •• •• • • • • Pro 1hcl ToPCOA 1 •J stomeric •Reefitig Memimane. • • • • •• ••• •• • • Dimensions 1, 5 or 55ga1. TOPCOAT® Surface 5 or 55ga1 Seal SB TOPCOAT® MB Plus 5 or 55ga1. TOPCOAT® XR-2000 5 or 55 gal. TOPCOAT® Flashing 1, 5 gal. or Grade lgttube Product Dimensions TOPCOAT® Liquid 5 or 55 gal. Fabric Flashing Grade TOPCOAT® Flexseal 1, 5 gal. or lqt tube FireOutm 5 or 55ga1 MIAMI.DADE COUNTY APPROVED Test Specification ASTM D6083 ASTM D6083 Proprietary Proprietary TAS-139 Test Specification Proprietary TAS 139' Proprietary Product Description An acrylic, water based elastomeric membrane system designed to protect various types of roofing surfaces Solvent based sprayable thermoplastic rubber sealant designed to protect various types of roofing surfaces. Water based low VOC primer designed to block asphalt bleed - through. Primer for pre -finished metal: (e.g. Kynar). Water -based flashing compound. Product Description Water -based, high elasticity flashing compound. Solvent based flashing compound for gutters and other detailing. 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 MIAMI•DADE avalsof COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/econy . • • . • .• • • •••. • • ••• • . . •. • • • This NOA is being issued under the applicable rules and regulations governing the usedPdonstruction materials. The documentation submitted has been reviewed and accepted by Miami-11 rtitunty ii$1L' • Product Control Section to be used in Miami Dade County and other areas where allowed by the • Authority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coutit. Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than ginami. 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 MIAMI•DADE COUNTY APPROVED • NOA No.: 18-0119.11 Expiration Date: 02/28/23 Approval Date: 03/01/18 Page 1 of 7 .GOLOIN SOLAR NOTICE OF RIGHT TO CANCEL- DATE: You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sate, and any negotiilte• instrument executed by you wilt be returned within TEN BUSINESS DAYS following receipt t=y the,selter of ygtj• • • cancellation notice, and any security interest arising out of the transaction will be cancelled.' • ... . If you cancel, you must make available to the seller at your residence, in substantially as gogcj CQrcjition as whin . • received, any goods delivered to you under this contract or sale, or you may if you wish, oomph; with the instructions . of the seller regarding the return shipment of the goods at the seller's expense and risk. .... • . if you do make the goods available to the seller and the seller does not pick them up within 40,c1ayeof the tiet 'Of your Notice of Cancellation, you may retain or dispose of the goods without any further obligatta;.it 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 sot 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 wtittefl notice, or send a telegram to Goldin Solar 3447 Percival Ave Miami, FL 33133 Not Later than Midnight of /e f I HEREBY CANCEL THIS TRANSACTION. Buyer's Signature Date Page 10 of 10 Owner initials: Contractor initials: G' Contractor: b Print Name Signe Daren Goldin, Owner/Founder Goldin Solar, LLC (305)469-9790 dgoldin@goldinsotar.com You, the buyer, may cancel this transai after the date of this transaction. Seel this right. Owner: Ai4JJ4QrL Print Name Signature Print Name Address: Phone: Email: Owner initials: initials: Contractor initials: LEDs` t'i • GOLD N SOLAR Signatories u/ao/70/ • • • • '305-7] qs_ 5g, a -D, Ks 444 3 Date • • • • • • • •••• • ••• • • • • • • • .•0•{ • • • •••• • •• • • •' • • sinesS d %' • • lanatiorrof •• • • • • • • • • ••• • •• • • .• •• • Signature Date MANI S' . t'G33I38 Page 9 of 10 GOLDIN SOLAR c. Solar insolation is an Inconsistent energy source which varies seasonally and with daily weather fluctuation. The power output of the solar array Is also a function of the tilt and orientation (azimuth) of the solar installation. For maximum energy production, it is important to keep the solar panels free of shade caused by trees, buildings or other sources. Contractor is not responsible for tree trimming or any other shade prevention. For this reason, contractor does not guarantee system power output. However, contractor does provide estimated annual energy output in kWh based on system power rating in kW. To understand the total annual kWh energy output for the system contracted herein, match the system power rating as outlined in Article 1, Item 1, with the annual energy output in kWh in the following table: Power Rating of System (kW) Expected Annual Energy Production (kWh) • • • • 5 7,592 • • •:••••• 7 10,629 w • • 'i • • • • • 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 insulatism south Fioriirjb �apd 80% conversion factor from DC to AC power. Monetary value of energy savings expressed as avoctied€ • . st of energy riot purchased from utility will vary depending on retail price of energy from the local utility. • • • • • • • • • Initial: ••. • • •• • • • • •• • d. The solar Federal Investment Tax Credit (ITC) grants a 30% credit against an individual's or business' federal income tax liability. Eligibility for this tax credit will vary on a case -by -case basis. Goldin Solar does not give tax advice and makes no guarantees as to your eligibility to this tax credit. Initial under this paragraph to confirm that you have consulted with your accountant and understand your eligibility to the federal ITC. Initial: Owner initials:71 Contractor initials: G'‘-' Page 8 of 10 • • • •• • • • .•• • . . . • •. • • `• • 27. There is great deal of information to understand about solar energy science, technology, power plblldetiyn and ipjeik I • • policies that govern solar locally before deciding to go solar. We feel that there are a few items in p&tii<ular that'are critical • • to understand. Please initial next to each of the following to indicate that you have been informgatoui:said iteari a%1* . attained understanding of it. By Initialing each item, you acknowledge that you have had sufficient opportunity to ask and . • • leam about these items. • : • : • ' • • a. Unless explicitly stated in this agreement, the type of solar system that is being contracted 1 4;184 as a "grig▪ l ties" solar system. This means that battery backup is not included, but may be added on a future date. Grid-tied%glfii• • • systems will receive a net -meter from the local utility after the installation is complete and permit has been closed out. A grid tied solar system without battery backup may be net -zero but does not provide the home with energy in the event of a power -outage, as the solar inverter will automatically shut down in the absence of power from the grid. This is known as "anti-islanding" and is in place to protect the lives of powerline workers (it prevents back -feed of current to a grid that is down and worked on). For the solar system to function as a power source for backup in a power outage, backup batteries will be necessary. Initial: GOLOIN SOLAR 25. Contractor will prepare engineering and design as required by AHJ to commence construction in compliance with all appropriate codes. If additional structural support is needed as determined by structural engineer, with an associated cost, Contractor will obtain a change order from the Owner for the additional amount. 26. Contractor will call for final inspection as required by AHJ. At the time that the final inspection is passed, final payment (payment 3) is due. • • • • • " •••. Technical Disdosures initial• VA b. The net -meter installation by the local power utility will require an "Interconnection Agreement" between the Owner and the utility. The interconnection Agreement will govern the terms of the net metering relationship between the Owner and utility. The particular details of the interconnection agreement will vary from utility to utility, and based on the size of the solar system in kW (i ier 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: Additional Provisions or inclusions (See proposal for additional information) • High Efficiency LG module 330 W YES Customer desines higher production modules on flat roof to avoid module installation on concrete tiles Interior Conduit Run- no additional cost providing there is sufficient work space in attic • YES Ecofasten Solar Low Profile Stands YES Customer desires low profile stands SnapNrack panel skirts .YES Customer desires skirts to maintain aesthetics of roof One initial painting of skirts whit I or-totinstallation (no guarantee on painting of skirts) Owner initials: g Contractor initials: Page 7 of 10 GOLOIN SOLAR No Consequential Damages & Limitation of Liability 21. Goldin Solar's liability to you under this agreement shall be limited to direct, actual damages only. You agree that in no event shall either party be liable to the other for any consequential, incidental, punitive, exemplary, special or indirect damages. Indemnity 22. To the fullest extent permitted by law, you shall indemnify, defend, protect, save and hold harmless Goidin Solar, its employees, officers, directors, agents, successors and assigns from any and all claims and third party claims? 2cti.or, cost, expenses (including reasonable attorneys' fees and expenses), damages, liabilities, penajtie%, IOsses, obligaitipps, • • injuries, demands and liens of any kind of nature arising out of, connected with, relating to or•res lting from ygdr •. • negligence or willful misconduct; provided, that nothing herein shall require you to indemnifreleldin Solar from its own gross negligence or willful misconduct. The provisions of this Paragraph shall survive teff trfatipn or etiliviin of • • .... . this Lease. Severability . . .. .. .. . . . . .. . • 23. The provisions of this Agreement shall be severable in the event that any of the provisions he reof4• including awyr, :. provision within a single section, paragraph or sentence) are held by a court of competent jerlsOctipn, or arbitra .or, to be invalid, void or otherwise unenforceable, and the remaining provisions shall remain enforceable to tflthite+st 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 24. Any notice required or permitted under this Contract may be given by ordinary or electronic mail at the addresses specified in this Contract. If either party changes his or her address, that party shall provide written notice of the change to the other party. Notice shall be considered received one day after it Is deposited in the mail with postage prepaid. Contract Integration Clause 25. This document and all document's incorporated by reference constitute the parties' entire Contract. No other Contracts, oral or written, regarding the work to be performed under this Contract exist between the parties. This Contract shall be construed in accordance with, and governed by, the laws of the State of Florida. 23. The system inverter can be connected to the Internet to allow for monitoring of energy production. Internet connectivity will be provided with wireless kit to connect inverter to wireless internet. Wireless communication kit — Included 24. OPTIONAL SYSTEM MAINTENANCE AND MONITORING: Goldin Solar offers a monitoring and maintenance plan, which includes periodic monitoring of system performance via the internet, and an annual system inspection, maintenance and preparation of a report for the Owner outlining system performance relative to the predicted performance. The maintenance plan cost is $ .00 per year. Number of years desired maintenance plan: 0_,__ Maintenance plan cost added: Optional Solar Attic fan: Watts: Price: Page 6of10 Owner initial Contractor initials: bG • • • . . • GOLDIN SOLAR Project Phase of Early Termination Financial Liability of Owner to Contractor 1. Prior to performance of site survey $1,000 administrative fee + lost 2. After site survey has taken place, prior to commencement of detailed engineering $1,500 administrative fee + site survey fee + lost profit (20% of contract value) 3. After site survey and detailed engineering have taken place, prior to submission of plans to building department for permitting $3,000 administrative fee + site survey fee + detailed engineering fee + lost profit (20% of contract value) 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 fofthem for this project, but will be required to pick up 'said materials from Goldin Solar, Central FL location $5,000 administrative fie + site. survey fee + detailed engineering + permitting+ project materiaivalue + lost profit (20% of contract value) ••• • • • • • •• •• • • • • • • • • • • ••• •• • •• • • • • • • . .• • After construction has commenced, contract cancelation will not be accepted and Contractor 1:1'fylfii its obliggtions to complete work and close out permit. Owner will grant Contractor free and clear access to the property tgAllAi 1. Contractor to complete construction. Should Owner elect to terminate the agreement earl;a �Gained in Steps 1-5 above, Contractor will send Owner invoice for expenses incurred per the above table. Owner will have (104 e'dIr;rldar days to issue payment to Contractor upon invoicing, and this payment will be due in full regardless of any filitnctng 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. Corrective or Repair Work 19. If minor items of corrective or repair work remain to be accomplished by CONTRACTOR after the project is ready for occupancy, CONTRACTOR shall perform the work expeditiously and OWNER shall not withhold any payment pending completion of that work. If major items of corrective or repair work remain to be accomplished after the building is ready for occupancy, and the aggregate cost of that work exceeds one percent of the gross Contract price, then OWNER, pending completion of the work, may withhold payment of a sufficient amount to pay for completion of the work, but shall not withhold any greater amount. Warranty 20. Contractor warrants the installation of the system against defects in workmanship for a period of 11 years following the conclusion of installation, starting on the day that the AHJ grants the final inspection approval. The warranty covers workmanship 'of the PV system. This warranty does not cover force majeure, damage normally covered by home -owner's insurance such as falling trees or branches, power outages, or normal wear and tear or the roof, roof shingle failure, sub -structure failure, siding or electrical system failure. The warranty does not cover damage caused by animals or by improper maintenance of the structure or the system or by any action of parties other than the Contractor. In the event the Owner discovers a defect within the warranty period, Owner shall notify Contractor in writing describing the nature and extent of the defect. Contractor will correct the defect covered by the warranty and repair the system at no additional cost to the Owner. If a part repair or replacement is required, Owner shall cooperate fully with Contractor for a safe and efficient repair. Contractor makes no express or implied warranty, • except as expressly outlined in this contract. installed PV system parts (PV modules and the inverter) have their own manufacturer warranty for a. period. greater than the warranty specified under this provision. In then vie material modules or the inverterrequire repair or replacement beyond the Contractor's warranty, butmanufacturer's warranty, the Contractor will support the Owner in the process of repair or replacement of the manufacturer warranted materials, however an appropriate labor cost will be assessed. Page 5 of 10 Owner initials: Contractor initials: Payment Policy/Arbitration GOLJOIN SOLAR 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. 15. CONTRACTOR shall have the right to stop work and keep the job idle if payments are not made to CONTRACTOR when due. If the work is stopped, for any reason, for a period of 60 days, then CONTRACTOR may, at CONTRACTOh' b?ijon, on five days written notice, demand and receive payment for all work executed and materials Srderd or suEp l: . • • and any other loss sustained, including CONTRACTOR's normal overhead plus a profit of 10icgptof the CQr)ttal • price. Thereafter, CONTRACTOR is relieved from any further liability. If work stops for any reassiLOWNER shall, • • provide for protection of all material on the premises and shall be responsible for any damige!wepage, rocking, or • • loss of that material. • • • • 0 • • •• •. • •• • • • • • •• • • • • • 16. Payments are due as outlined in Article 4 of this agreement. In the event that Owner shall fail top + any phiggit gr installment payment due hereunder, Owner will be considered in default and/or Contractoj maytgase wdrrk. In this event Owner would be considered in breach of contract pending payment or resolution of alfidisdlrte. A ripte9f14.5% interest per month or maximum allowable by law, whichever is greater will be assessed to the outstanding Ilalaitce. In the event contractor engages an attorney for collection of past due amount, Owner shall be liable for all reasonable attorney fees. If any payment remains unpaid for a period of 120 days, Owner grants to contractor the right to enter the property and remove the system or any part thereof. Contractor will provide 15 day written notice of its intent to remove the system and allow this time for Owner to cure the defect. 17. All disputes arising out of or relating to this agreement, breach of agreement or contract work hereunder shall be resolved by binding arbitration in accordance with the rules of the American Arbitration Association under construction Industry arbitration rules. The parties recognize and agree that by agreeing to this provision, they are waiving any right they may have to a jury trial. Judgment on the arbitration award may be entered in any court having jurisdiction thereof. In the event of any arbitration or litigation arising from this contract, the prevailing party shall be entitled to recover its costs and reasonable attorneys' fees. 18. Early contract termination: The Owner has the right to terminate this agreement without incurring any cost or consequence within (3) business days of singing this agreement— see last page of this agreement. Should the Owner elect to terminate this agreement after the aforementioned (3) business day 'right to cancel' and prior to the contract fulfilment/payment early contract termination will take place as follows: Owner will notify Contractor in writing of their intention to terminate the agreement. Contractor will reply in writing to Owner confirming that the Owner's intent to terminate has been received and will note the project stage at that time. Upon early termination, Owner will be liable to pay Contractor for work performed up to accepted termination date. Termination date will be considered the date that Contractor has replied to Owner acknowledging their, intent to terminate. Owner financial liability to contractor resulting from early termination will be in accordance with the following table: Page 4 of 10 • • • • • Owner initials: Contractor initials: D& GOLDIN SOLAR 8. There shall be a reasonable allowance on all dimensions specified in work plans. All sizes are outside approximate sizes. If there is any conflict between sketches, renderings, views, pictures, plans, blueprints, etc., and the terms of this Contract, then this Contract shall be controlling. CONTRACTOR is not responsible for any existing illegal conditions. CONTRACTOR is not responsible for any unusual or abnormal concrete footings, foundations, retaining walls, or piers required, or any unusual depth requirements, such as, but not limited to, conditions caused by poor soil, lack of compaction, hillside, or other slope conditions. CONTRACTOR may, but is not obligated to, correct those conditions. All work necessary to correct abnormal conditions that is required by public bodies shall constitute an extra work item and the cost shall be in addition to the Contract price specified herein. Insurance and Liabilities 9. Contractor warrants it is adequately insured for injury to its employees and others incurring loss or injury asdwiult of the acts of Contractor or its employees and subcontractors. • • • • • • • •' 10. LIABILITY of the Contractor shall be limited to the area of installation for the photovoltaic sgskrn a:outlineciby ta plans permitted by the AHJ. • • • a. Contractor shall not be liable for any delay due to circumstances beyond its control including strfti, casualty, . weather, permitting delays or general unavailability of materials. • • • • • • b. Contractor shall also not be liable for damage to old, deteriorated or improperly installed sell-wr itg, rooter:kering or supports, siding, exterior covering/painting. • • • c. Contractor aggregate liability shall be limited to amounts paid by the Owner to Contractor uqd jiffs agreern tta • d. Contractor specifically disclaims and disavows any guaranteed output of the installed systepy jpctirjling any claps made orally or in writing by the Contractor or its employees or'agents. The parties shall waQre an trims against %ach other for incidental and/or consequential damages arising out of or relating to the agreemgnt. . • e. Contractor has at time of site visit informed Owner that area proposed for solar is subject tb poRia; shading`tnd. some tree trimming (not performed by Contractor) will be required for maximum output performance. • .. • . • f. Contractor or Owner 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 dean condition upon project completion. Additional Time/Work Stoppage 14. CONTRACTOR shall start and diligently pursue work through to completion, but shall not be responsible for delays caused by any of the following: 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 Page 3 of 10 Owner initials: Contractor initials: GOL:DIN SOLAR ARTICLE 5. GENERAL PROVISIONS Plans/Permitting/licensing 1. All work shall be completed in a workmanship like manner and in compliance with all building codes and other applicable laws as governed by the local AHJ (Authority Having Jurisdiction}. 2. To the extent required by law, all work shall be performed by individuals duly licensed and authorized by law to perform said work. Goldin Solar, LLC is a licensed solar contractor. Florida license #CVC56965 3. Contractor, may at its discretion, engage subcontractors to perform work hereunder, provided contractor shall fully pay said subcontractor and in all instances remain responsible for the proper completion of this contract. 4. Contractor shall at its ow.n expense obtain all permits necessary for the new work to be pertprrted; In the evert• tat existing portions of the building are inconsistent with the records of the AHJ and the Al-U re dins econciila e of existing building documentation, contractor will not be liable far reconciliation of existing bAllgijigilocumentation with AHJ. • • • • • •• 5. The project will be constructed according to the drawings and specifications contained in Saliedk A, incorferaratpd into this Contract by reference, which have been examined by OWNER and which have beetforViay be sig'r 4 w'the parties to this Contract. Unless otherwise specifically provided in the drawings or specificaVdrts; CONTRACTOR•will obtain and pay for all required building permits and OWNER will pay assessments and charges required b�p�tyl 1 bodies and utilities for.financing or repaying the cost of sewers, storm drains, water servlcat n d;Sher utifities • including charges for sewer and storm drain reimbursement, revolving funds, hookup, and other similar ch urge .. Unless otherwise specified, work does not include any changes or alterations from the drawings or specifications that may be required by any public body, utility, or inspector. CONTRACTOR, at CONTRACTOR's option, may alter specifications only so as to comply with requirements of governmental agencies having jurisdiction over same. The cost of any alteration undertaken to comply with any such requirements shall be in addition to the Contract price specified herein. Additional work/Contract Modification 6. If Owner, Construction Lender, or any.public body or inspector directs any modification or addition to the work covered by this Contract, the charge for that extra work shall be determined in advance and the cost shall be added to the Contract price in addition to CONTRACTOR's usual fee for overhead and profit. OWNER shall make payments for all extra work as that work progresses, concurrently with regularly scheduled payments. CONTRACTOR shall do no extra work without the prior written authorization of the OWNER. Any authorization for extra work shall show the agreed terms and shall be approved and signed by both parties. 7. Unless specifically included In this Contract, electrical work shall not involve a change to any existing service panel other than the addition of circuit breakers or fuse blocks to distribute electric current to new outlets. This Contract does not include changes to existing wiring in areas undisturbed by alterations. All existing electrical wiring systems are assumed to be, and OWNER represents them to be, adequate to carry the load imposed by existing work. Any work necessary to correct these existing conditions shall be an extra work item subject to Paragraph 6 of this Contract. Page 2 of 10 Owner initials: Contractor initials: T'S' GOLDIN SOLAR PHOTOVOLTAIC (SOLAR) INSTALLATION AGREEMENT ( North Miami -Dade CO-OP Version) THiS "AGREEMENT" made this 28r-,.— day of Month November____, Year2017 , by and between Goldin Solar, LLC, hereinafter referred to as "CONTRACTOR", and between Owner Name: Phillippe Alluard hereinafter referred to as "OWNER". WITNESSETH, that the Contractor and the Owner for the consideration named agree as follows: ARTICLE 1. SCOPE OF THE WORK The Contractor shall furnish all the labor and materials to perform all of the work shown on the described specifications to install a Photovoltaic System entitled ARTICLE 1, on property located at: 1050 NE 105th St Miami Shores, FL. 333138 • . . • . .. .. . .... .... • • ... . . . . . .. . . • . Design, procure and install a 26 panels, Brand LG NEon L330_ W/Panel) mpdt118?($.58144v1,Vittts W in total) grid -tied photovoltaic system, utilizing SolarEdge inverter(s) and _ SolarEdge 11t'rldWer optthiizers. If the specified panels become unavailable in the market, Goldin Solar reserves the right to slfb%etilltl the panels d provide required total kW of power as outlined in this contract. Tree removal/trimming/relet'atibh not included! • 2. The number of PV modules and power capacity in kW as described in provision 1 of Article 1 above • is basej441X initial site visit. If during the detailed engineering and design phase or permitting with the local k i ding delbartment it is found that fewer modules can fit on the premise than originally planned, the Owner will be credlfed in the fgrh`of a deductive change order, deducting from payment 2 as outlined in Article 4 (or froth total if financed), in the" • appropriate dollars per watt amount that this contract is based on (3.12 $/W). CUSTOMER ONLY WANTS PANELS ON FLAT ROOF. iF BUILDING DEPT. DOES NOT APPROVE 26 PANELS —CREDIT CUSTOMER BACK FOR THOSE THAT PANELS NOT ALLOWED. ARTICLE 2. TIME OF COMPLETION The work to be performed under this Contract shall be commenced after a) contract signature b) receiving initial payment and shalt be substantially completed usually within 12-16 weeks. The completion date may vary due to project conditions, weather, material availability, force majeure, etc.. Liquidated damages as they relate to schedule will not apply: ARTICLE 3. CONTRACT PRICE The Owner shall pay the Contractor for the material and tabor to be performed under the terms of the Contract the sum of $_26,969.60 ( Dollars) subject to additions and deductions pursuant to authorized change orders. ARTICLE 4. PROGRESS PAYMENTS This project will be financed by:. . NA and is subject to: . NA terms. Final payment will be due after completion of on -site installation of the solar modules, inverters and obtaining final inspection from Authority Having Jurisdiction permit department. Interconnection with utility company may take several weeks after installation of system. The Ownerunderstands that final payment will not be held up due to FPL Interconnection. It is the sole responsibility of Owner to fulfil its obligations to financing company. Owner is obligated to ensure payment to contractor irrespective of their standing with financing company. Co -Op Appro'ved.Milestone Payments: 5% - Contract Signing =1,348.48 45% - issuance of Building Permit = $12,136.32 50% - Final inspection = $130484.80 Page 1of10 Owner initials: Contractor initialer h G • • • . �• • .. � IRONRIDGE Installation Ma• nual ••▪ •• • 11• •Leg • • • • •••• ▪ •••• • •• • • • • • • • • • • •• •• •• • • •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • , IRONRIDGE Solar Mounting Solutions © 2010 IronRidge, Inc. All Rights Reserved March www.IronRidge.com • 2 I Tilt Leg Installation Guide Introduction The Tilt Leg is a flexible and straightforward roof mounting attachment usable in conjunction with the IronRidge XR rail systems (both XRS and XRL rails). Due to its modular design, it can easily be used in any size installation. ♦ 1 Ins`taller Responsibility • • • Theins:alter.is solely responsible for: . ♦ • • • Conforming totlse+nstaller Responsibility section of the respective XR Solar Rail System Installation Guides: jfZe frail rise 1 I* is assembled first, and this guide functions as an addendum to connect that assembly to IronRidge Tflt ttgs. . .. • Ooni♦ming the.►irAvided Tilt Leg allows mounting modules at the desired tilt angle . . . . . • 2. Custwher tipport •• • IronRidge Makes every effort to ensure your Tilt Leg is easy to install. If you need assistance at any point with your installation or have suggestions on how we can improve your experience, call IronRidge customer support: (707) 459-9523 3. Tools Required For Assembly The following tools are required to assemble the Tilt Leg: Tool Use for Wrenches Open-end wrench, Box -end wrench, or socket drive with sockets to support the following size hex heads: • 3/8" • 3/8 flange nuts, 3/8 bolts 4. Torque Values For Bolts Use the following torque values in this assembly. Bolt Size Required Torque Value ♦ 3/8-16 180 in-Ibs. Note: Once the desired angle is achieved for the tilt array, tighten all bolts in the assembly to 180 inch-Ibs. Caution: Stainless steel hardware can seize up in a process known as galling.To signifigantly reduce the likelihood of galling, apply a small drop of anti -seize lubricant to the threads of all stainless steel bolts before installation. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com r 3 I Tilt Leg Installation Guide • ). Component List Component List Qty Part Number Tilt Leg Kit 1 51-7206-000 Long Leg 1 51-7200-xxx Short Leg 1 51-7200-006 U-Foot 2 51-7100-001 3/8-16 x 2.5" SS Hex Head Bolt 4 23-3716-250 3/8"SS Flat Washer 2 25-3702-000 3/8-16 SS Serrated Flange Nut 4 25-2501-016 6. Assembly . . . . . .. . . ... • . . • ... . .. . • • • . • . • . . .. . .. • 1. Mount all U-Feet to the roof in the desired locations. Please note the orientation of both U-Feet in Figure 1. Note: Determine the maximum distance beween U-feet according to engineering specifications. In addition, please be aware that the placement of the XR rails vary by module manufacturer. Set your XR rail spacing (North to South).The maximum distance the XR rails can be placed from the edge of the module is 15% of the module's length, as shown in Figure 2. On the South side, the rail might require placement near the edge of the module to avoid the module'crashing' into the roof as you tilt the assembly. 15%MAX Fig. 1 PANEL LENGTH RAIL DISTANCE s 15% MAX . . . • • . . .. • .. • hi . . ... . •. . ..• . UP TO 15% OF PANEL LENGTH MAX. . . . • Fig. 2 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com i 4 I Tilt Leg Installation Guide 2. Place the Long Leg in the center of the U-Foot. Align the slot of the Long Leg with the hole in the U-Foot. Insert a 3/8-16 x 2.5" hex head bolt •v it • h washer into the hole and loosely attach • •a�8"flange nut. Do not tighten completely. •rivtlt the Long 'Leg onto the roof north of the • • array. • • • •• • • •• •• • • •• •• •••• • •••• • • •• •• • • • • • • • • • • • • •• •• • • • .• • • • • • • • •• Fig. 3 3. Attach the Short Leg to the front XR rail in your XR assembly (created according to the XR Solar Rail System Installation Manuals) using the normal method of sliding bolts into the 3/8" channel (shown in same Installation Manual). Leave nut finger tight to assist in aligning with U-foot previously attached on roof. Fig. 4 4. Attach the Short Leg to the U-foot by aligning the hole in U-foot with the slot in Short Leg and inserting a 3/8-16 x 2.5"hex head bolt and washer. Loosely attach 3/8"flange nut as shown in Figure 5. Fig. 5 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 5 I Tilt Leg Installation Guide 5. For the final Long Leg connections, tilt the Long Leg of the XR assembly up and align the Long Leg slot with the 3/8-16 x 2.5" hex head bolt in the XR track as shown in Figure 6. 6. Once the desired angle is achieved, tighten all bolts in the assembly to 180 inch-Ibs. i • • • •••• • • • —- I.I• •• • _•..►.. • • . 1 4 •••sr.' •• • ••1•I.• • • • 1 I • ••!.1•• • • • I • • ••f•1• ♦ r •• • •.+•1• / • • • / •• •• •• • ••}•1.• • �� • • • 1 1• • • • • ••••1•• • • • 1 1 . • • • ••1f•• •• • •• • • • • • • •• • •••• • • •••• Fig. 6 • • • IJ IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 6 I Tilt Leg Installation Guide IronRidge 10-Year Warranty Terms and Conditions IronRidge warrants each Mounting Structure to be free from defects in materials and workmanship for ten (10) years feM•th date of first purchase ("Warranty Period"), when installed properly and used for the purpose for • which itlStitsigned,•except for the finish, which shall be free from visible peeling, or cracking or chalking under • • normaMmocpherit cdtfditions for a period of three (3) years, from the earlier of 1) the date the installation of the f3,roduct is complettnEr'2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). • • • the Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive • ••••4tmospheRie: onditioTs are excluded. The Finish Warranty is VOID if the practices specified by AAMA 609 & 610- •.•:.Q2—"Clearli�lg and fv�g•ntenance for Architecturally Finished Aluminum"(www.aamanet.org) are not followed by eurchAetkrIronRiclge ,aluminum based products. • • • • • •• • The warranty covers.the replacement cost of parts to repair the product to proper working condition. franspooand irioidtntal costs associated with warranty items are not reimbursable. The warranty does not coverrton normal wear, or damage resulting from misuse, abuse, improper installation, negligence, or accident. The warranty does not cover any defect that has not been reported in writing to IronRidge within ten (10) days after discovery of such defect. Furthermore, it does not cover units that have been altered, modified or repaired without written authorization from the manufacturer or its authorized representative, or units used in a manner or for a purpose other than that specified by the manufacturer. IronRidge's entire liability and Purchaser exclusive remedy, whether in contract, tort or otherwise, for any claim related to or arising out of breach of the warranty covering the Mounting Structures shall be correction of defects by repair, replacement, or credit, at IronRidge's discretion. Refurbished Mounting Structures may be used to repair or replace the Mounting Structures. IronRidge shall have no liability for any injuries or damages to persons or property resulting from any cause, whatsoever, or any claims or demands brought against IronRidge by Purchaser, any employee of Purchaser, client of Purchaser, end -user of the Product or other party, even if IronRidge has been advised of the possibility of such claims or demands (collectively, "Third Party Claims"). This limitation applies to all materials provided by IronRidge during and after the Warranty Period. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com SolarEdge Power Opt iz Module Add -On For North America P300 / P320 / P370 / P400 / P405 PV power optimiz ton at the.modul&level .. - Up to 25% more energy Superior efficiency(99.5%) -. Mitigates all types of rnodule mismatch losses, from manufacturing tolerance to partial shading • Flexible system design for maximum space utilization o Fast installation with a single bolt © Next generation maintenance with module -level monitoring o Module -level voltage shutdown for installer and firefighter safety • • • • • • •••• • • f • • •- • • • ? r • • 2 O • • • • • • • • • ••• • ••• • • • •• • • • • • •• • • • • • • • ♦ • • •• • • •.••. 1�-• ••, 11 •• • • • • USA - CANADA -GERMANY- ITALY-FRANCE-JAPAN- CHINA-AUSTRALIA-THE NETHERLANDS-UK- ISRAEL-TURKEY - SOUTH AFRICA- BULGARIA-INDIA www.soiaredge.us SolarEdge P or Optimizer J c` Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 P320 P370 P400 P405 60-cell mod- (for high -power (for higher -power (for 72 & 96-cell (for thin film ules) 60 cell modules) 60 and 72-cell modules) modules) modules) INPUT. Rated Input DC Poweriii 300 320 370 400 405 Absolute Maximum Input Voltage (Voc at lowest temperature) MPPT Operating Range 48 8-48 60 8-60 80 8-80 •• •••• 125 • • Vdc • •••• ♦ •12.5 - -105• • • • Vdc • Maximum Short Circuit Current (Isc) Maximum DC Input Current Maximum Efficiency Weighted Efficiency 10 12.5 11 13.75 99.5 98.8 Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current Maximum Output Voltage OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED. FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) • Safety Output Voltage per Power • • • Optimizer 1 • • • STANDARD COMPLIANCE EMC Safety RoHS FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 15 •V••• ��3.. ••RR tt •' • • • • Adc • • • •.• A • • • Adc • • • • % • • ♦ • •• • • • - • • • • •• •• •• • • 1 •.•.•r• • 60 ;• ; 85 • Adc • Vdc • •• • • • • • •• • • • • Vdc • •• IEC62109-1 (class II safety), UL1741 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 27.5 / 5 x 5.97 x 1.08 128x152x35/ 5x5.97x1.37 128x152x50/ 5x5.97x1.96 mm / in Weight (including cables) 630 / 1.4 750 / 1.7 845 / 1.9 gr/lb Input Connector Output Wire Type / Connector Output Wire Length MC4 Compatible Double Insulated; MC4 Compatible 0.95 / 3.0 MC4 / Amphenol AH4 Double Insulated; MC4 / Amphenol AH4 MC4 Compatible Double Insulated; MC4 Compatible 1.2 / 3.9 m /ft Operating Temperature Range Protection Rating -40 - +85 / -40 - +185 IP68 / NEMA6P /'F Relative Humidity 0-100 PI Rated STC power of the module. Module of up to+5% power tolerance allowed. PVSYSTEM DESIGN USING A SOLAREDGE INVERTERIzllai SINGLE PHASE HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) 8 25 10 25 18 50 Maximum Power per String Parallel Strings of Different Lengths or Orientations 5700 (6000 with SE7600H-US) 5250 Yes 6000 12750 W Izi for detailed string sizing Information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. Isl It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. O SolarEdge Technologies, Inc, All rights reserved, SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademark'sor registered trademarks of SolarEdge Technologies, Irtc. All other trademarks mentioned herein: are trademarks of their tespectioe owners Date: 03/2017 UO2, Subject to change without notice,` • a SolarEdge Single Phase inverters For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US The best choke for SolarEdge enakAed Systems ▪ Integrated arc fault protection for NEC 2011 690.11 cornpliance Rapid shutdown for NEC 2014 690.12 • Superior efficiency (98%) • Small, lightweight and easy to install on provided bracket - Built-in module -level monitoring" • Internet connection through Ethernet or Wireless Outdoor and indoor installation • Fixed voltage inverter, DC/AC conversion only — Pre -assembled Safety Switch for faster installation • Optional — revenue grade data, ANSI C12.1 •• • •• •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • ••• •.• •• • • • • • •• • • • • • • • • • •• • • • • ••• • L • • • • • I • • • • • • • • USA - GERMANY - ITALY- FRANCE -JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL www.solaredge.us Single Phase Inverters for North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US / SE10000A-US / SE11400A-US SE3000A-US OUTPUT SE3800A-US SES000A-US SE6000A-US I SE7600A-US SE10000A- US SE11400A-US Nominal AC Power Output Max. AC Power Output AC Output Voltage Min.-Nom.-Max.'l 183 , 208 - 229 Vac AC Output Voltage Min.-Nom.-Max.tll 211- 240 - 264 Vac AC Frequency Min: Nom.-Max.o Max. Continuous Output Current GFDI Threshold 3000 3300 3800 4150 12.5 16 5000 5400 @ 208V 5450 p240V 24 @ 208V 21 e° 240V 6000 6000 59.3-60-605 25 7600 8350 ✓ 32 9980 @ 208V 10000 ea 240V 1080Q @ 7Y 10950t#240b va•• • •ttt 48 Anvy, • 42 & 240V • r•... tr 1 • • • Utility Monitoring, Islanding Protection, Country Configurable Thresholds INPUT Maximum DC Power (STC) Transformer -less, Ungrounded Max. Input Voltage Nom. DC Input Voltage 4050 i 5100 6750 Yes • • • • 114a4 • R • •••• 12000 • • • • • i • •• • • ••..• • • • 44.6 • VA VA • • • • • • • • Hz • • A• • A • • • • • • 8100 I 10250 13%80 • I OM'. Yes •• • Yet • • • 500 Vdc Max. Input Current 2 Max. Input Short Circuit Current 9.5 325 @ 208V / 350 @ 240V 13 16.5 @ 208V 15.5 @ 240V I 18 I 45 Vdc 23 33 @ 208V 34.5 30.5 c 240V Adc Adc Reverse -Polarity Protection Ground -Fault Isolation Detection Yes 600kn Sensitivity Maximum Inverter Efficiency CEC Weighted Efficiency Nighttime Power Consumption ADDITIONAL FEATURES 97.7 98.2 98.3 98.3 98 98 98 97.5 98 97 @ 208V 98 i° 240V < 2.5 97.5 97.5 97 @ 208V 97.5 e 240V <4 97.5 W Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional Revenue Grade Data, ANSI C12.1 Rapid Shutdown - NEC 2014 690.12 STANDARD COMPLIANCE Safety Optionall3) Yes Grid Connection Standards Emissions UL1741, UL1699B, UL1998, CSA 22.2 IEEE1547 FCC partl5 class B INSTALLATION SPECIFICATIONS . AC output conduit size / AWG range DC input conduit size / # of strings / AWG range Dimensions with Safety Switch (HxWxD) Weight with Safety Switch Cooling Noise Min. -Max. Operating Temperature Range Protection Rating 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG 3/4" minimum / 1-2 strings / 16-6 AWG 3/4" minimum / 1-3 strings / 14-6 AWG 30.5 x 12.5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 / 775 x 315 x 260 in / mm 51.2 / 23.2 54.7 / 24.7 88 .4/ 40.1 lb/kg Natural Convection < 25 Natural convection and internal fan (user replaceable) Fans (user replaceable) < 50 dBA -13 to +140 / -25 to +60 (-40 to +60 version available(")) °F / °C NEMA 3R 14 For other regional settings please contact SolarEdge support. li) A higher current source may be used; the inverter will limit its input current to the values stated. (s) Revenue grade Inverter P/N: SEnootA-US000NNR2 (for 7600W inverter:5E7600A-US002NNR2). (0 -40 version P/N: SExxn xA-US000N NU4 (for 7600W inverter.SE7600A-US002NNU4). • • LG Life's Good The High,. Performer LG Ne0 LG325/330N 1 C-A5 UP TO 19.3% MODULE EFFICIENCY [UPC RE>EARLri TOP BRAND PV 5�uca> \ 2017) EUPD RESEARCH TOP BRAND PV MODULES 2016 awaard 2013 WINNER award 2015 WINNER THE NeON® 2 - THE PANEL OF THE FUTURE AVAILABLE TODAY • • ••• • • i• • • • •• • • • •• • • • • •• • The LG NeON° 2 has seen many improvements, from longer warranties and higher efficiency to stronger frames and better wind loading. This panel is ideal for homes seeking a visually pleasing solar panel and for roofs where space is tight or where future system expansions are considered e.g. to incorporate battery storage. The LG NeON° modules with their double sided cells and CELLO technology absorb light from the front and the back of the cell. This technology sets a new standard for innovation and was recognised with the 2015 Photovoltaic Innovation Award at the Intersolar Industry Event in Germany. LG also won the 2016 Intersolar award for our new NeON BiFacial range. Great Visual Appearance LG NeON® 2 panels have been designed with appearance in mind. Their black cells, black frames and thinner wire busbars give an aesthetically pleasing uniform black appearance. Your home deserves the LG NeON® 2. 4 More Power per Square Metre LG NeON® 2's 330W are a similar physical size to many conventional 260W panels. This means with the LG NeON® 2 330W you get 27% more electricity per square metre than a 260W panel. So you can install more kW of solar on your roof with the LG NeON® 2. 12 Years Product Warranty (Parts & Labour) The LG product warranty is 2 years longer than many competitors standard 10 years and covers 12 years. The Warranty is provided by LG Electronics Australia and New Zealand. The warranty includes replacement labour and transport. iP Improved 25 Year Performance Warranty The initial degradation of the module has been improved from -3% to -2%, in the 1st year and the annual rate of degradation has fallen from -0.7%/year to-0.55%/ year thereafter. This brings an 84.8% warranted output after 25 years, compared to 80.2% for many standard panels. • •• • • • • • • • • • Panels made in Korea www.lgenergy.com.au LG325N1C-A5 I LG330N1C-A5 LG NeON®2 •• • ABOUT LG SOLAR LG Electronics embarked on a solar energy research programme in 1985, using our vast experience in semi -conductors, ch4itirstN,and electronics. LG Solar modules are now available in 32 countries. In 2013, 2015 and 2016 the LG NeOlV range we;n tlle•acclaimed Intersolar Award in Germany, which demonstrates LG Solar's lead in innovation and • • • • coiZ1rrfttrpnt to 4L.reoQwable energy industry. • • With over 200 lesS2t tdlown brand panels selling in Australia, LG solar panels offer a peace of mind solution, as they • are.tjaaal by arre sMished global brand. • KE thATUR€.S•.. •••.•-• . Proven tiela Performance ' • • LG ha§ ;een involved in a number of • • - • comparison tests of the LG panels against • • • many other brand panels. LG NeON° 2 models are consistently among the best performing in these tests. • LG Corrosion Resistance Certification LG NeON° 2 panels can be installed confidently right up to the coastline. The panels have received certification for Salt Mist Corrosion to maximum severity 6 and Ammonia Resistance. Strict Quality Control Reliable for the Future The quality control of LG world -class solar production is monitored and improved using Six Sigma techniques via 500+ monitoring points to effectively maintain and improve our uncompromising quality. Low LID The N-type doping of the NeON° cells results in extremely low Light Induced Degradation (LID) when compared with the standard P-type cells. This means more electricity generation over the life of the panel, as the panel degrades less. 1 1 Extensive Testing Programme LG solar panels are tested between 2 to 4 times the International Standards at our in-house testing laboratories, ensuring a very robust and longer lasting solar module. Extreme Wind Load Resistance LG modules have a strong double walled frame. When it comes to wind forces (rear load) many competitor modules are certified to 2400 Pascals. LG modules are certified to more than double - 5400 Pascals, which provides at least double the strength and durability to a standard module. • Multi Anti -reflective Coatings Increase Output LG is using an anti -reflective coating on the panels glass as welt as on the cell surface to ensure more light is absorbed in the panel and not reflected. More absorbed light means more electricity generation. Positive Tolerance (0/+3%) If you buy a 330 Watt panel then the flash test of this panel will show somewhere between 330W and 340W. Some competitor panels have -/+ tolerance, so you could get a flash test result below the rated Watt, meaning you pay for Watts you never get. Improved High Temperature Performance Solar panels slowly lose ability to generate power as they get hotter. LG NeON® 2, has an improved temperature co -efficient to standard modules, which means in hot weather LG NeON® 2 panels wilt deliver higher output. "CELLO" Technology Increases Power "CELLO" Multi wire bulbar cell technology lowers electrical resistance and increases panel efficiency, giving more power per panel and provides a more uniform look to the panel. • Enhanced low light performance LG NeON 2 panels will give better performance under low light, such as early morning or late afternoon compared to standard panels. At 200W/ m2 LG Neon 2 panel efficiency drop is -2% while many conventional panels reduce by -4%. • Fully Automated Production in South Korea Alt LG solar panels are manufactured in a custom designed and fully automated production line by LG in Gumi, South Korea ensuring extremely low tolerances. This means great quality and build consistency between panels. LG NOON® 2 LG NeON® 2 — ENHANCED. MORE EFFICIENT ADVANCED. LG NeON® 2 solar modules now offer even more output. Featuring a classy design and with a total of 60 cellviPean. withstand a load of 6,000 pascals. LG has lengthened its product warranty from 10 to 12 year: and has improW its linear performance guarantee to 84.8 % of nominal output after 25 years. The LG NeON® 2 is in excellent choice roic •• • high performing long lasting solar systems. LOCAL WARRANTY GLOBAL STRENGTH • at••• • • • • • • • • • LG Solar is part of LG Electronics Inc, a global and financially strong company, with over 50 years of experience in technology. Good to know. LG Electronics Australia Pty Ltd is the warrantor in Australia and NZ for your solar modules. So LG support, via offices in every Australian mainland state and NZ and through our 70 strong, Australia wide dealer network, is only a phone call away. HIGHER OUTPUT HIGHER YIELD • • The warrantor's 2015 sales in billions of US Sollars • f • • • 0 7 5 15 22.5 30 37.5 45 52.5 •2015 Annual Financial Statements. •• • • • • •• • • LG ErecaonIcs S4+.96bn SunpotA • •*.I3bn Tina Solar* $3.04bn• Jink .. o �•• ar• •s'2`sbn REC Solari • Ilt).75bn The NeON® Cell produces energy from both the front and the back of the cell. This innovative approach allows the absorption of light from the back of the cell which raises the panel's efficiency and power output. Standard panels only absorb light from the front. 0 0 Glass Panel EVA Backsheet EXCELLENT QUALITY INDEPENDENTLY TESTED Incident light LG NeON® 2 module Incident light Standard module You can rely on LG. We test our products with at least double the intensity I specified in the IEC standard. (International Quality Solar Standard). Cycles Temperature change test Hours 400 2.500 300 200 100 Minimum requirement LG Electronics IEC standard 2.000 1.500 1.000 500 Moisture/heat test Minimum requirement LG Electronics POWERFUL DESIGN, GUARANTEED ROBUST IEC standard gi5lar award 2016 WINNER awaard 2015 WINNER solar; award 12013 WINNER Our panel range have won a string of International Awards. With reinforced frame design, the LG NeON 2 can endure a front load of 6000 Pa which is the equivalent of 1048 kg over the size of the module. The rear load/wind load of the module is 5400 Pa which is more than twice the wind load resistance of standard modules (2400 Pa). 6000Pa 5400Pa Standard Requirements Fron Load T+ + 5400Pa n++ T + 2400Pa Standard Requirements Rear Load Longer Product Warranty 1 Oyrs +2yrs LG offers a two year longer product warranty for parts and labour than many competitors. 10 years to an impressive 12 years. • • • • • • • • • • • • • • • • • • • • • •• • • LG325N1 C-A5 I LG330N1C-A5 Mechanical Properties I.Cells 6x10 tCell Vendor LG rCellTj. • • Monocrystalline / N-type rCeHbiQpr • • 161.7x 161.7 mm t• ofar • • •-• • • • 12 (Multi Wire Busbar) rDim nsidhl(,As1x H) 1686 x 1016 x 40 mm IFront Loan • •••s•• 6"Pa I Rear Load • •••r 5400 Pa • :Weigh••••• • • • ♦•-• 18.0kg • I ConnectorGenuine Ire MC4, P68 (Male PV-KST4) (Female: PV-KBT4) tJunctia• Bo• • • _ • • • • IP68 with 3 bypass diodes i length Durables 2 x 1000 mm 1 Front cower • • al High transmission tempered glass !Erma • • • Anodised aluminum with protective black coating am. Alb d • CertifitaU'S11sand War?anty • • • • Certifications ISO 9001 IEC 61215, IEC 61730-1 /-2, UL1703 IEC 61701(Salt Mist Corrosion Test) IEC 62716 (Ammonia Test) Module Fire Rating Class C Product Warranty 12 Years output Warranty of Pmax (Measurement Tolerance ± 3%) Linear Warranty 1 1)1 st year. 98% 2) After 1 st year. 0.55%p annual degradation, 3) 84.8%for 25 years Temperature Characteristics ]! NOCT 45 ± 3 °C Pmax -0.37 %PC IVoc -0.27 %rC `Isc 0.03 %PC Current -Voltage characteristics at various irradiance levels 10 6 4 2 1000W/m' 800W/m' 600W/m' 400W/m' 200W/m' 10 20 Voltage (V) 40 Current -Voltage characteristics at various cell temperatures Temperature (°C) SO Electrical Properties (STC2 Module Type 325 W 330 W 335 W I Maximum Power Pmax (W) 325 330 335 `MPP Voltage Vmpp (V) ° 33.3 33.7 34.1 MPP Current Impp (A) 9.77 9.80 9.83 M Open Gran Voltage Voc (V) 40.8 40.9 41 ! Short Circuit Current Isc (A) 10.41 10.45 10.49 r; Module Efficiency (%) 19.0 193 19.6 t Operating Temperature (°C) -40 - «90 r Maximum System Voltage (V) 1000 Maximum Series Fuse Rating (A) 20 r Power Tolerance (%) 0 - «3 STC (Standard Test Condition): Irradiance 1000 W/m', Module Temperature 25 °C, AM 1.5, The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. Electrical Properties (NOCT3 Module Type 325 W 330W 335 W (Maximum Power Pmax(W) 240 243 247 t'MPP Voltage Vmpp (V) 30.8 312 31.5 t MPP Current Impp (A) 7.78 7.81 7.83 r Open Circuit Voltage Voc (V) 38.0 38.1 38.1 r Short Circuit Current lsc (A) 8.38 8.41 8.44 3 NOCT (Nominal Operating Cell Temperature): Irradiance 800 W/m', ambient temperature 20 °C, wind speed 1 m/s Dimensions (mm) 12mm Frame Go .win ion I , ullllllll01 ��� I imIIIiIIIUi1111110111111 �11111�111 �� 1 40mm LG Life's Good LG Electronics Australia Pty Ltd Solar Business Group 2 Wonderland Drive, Eastern Creek NSW 2766 Ph: (02) 88054038 E-Mail: solarsales@Ige.com.au Web:lgenergy.com.au LG Electronics Inc. Solar Business Division Twin Building, Westem Tower, 11 F, 128, Yeoui-daero, Yeongdeungpo-gu, Seoul, 07336, Korea www.Ig.com/global/business Product specifications are subject to change without prior notice. Date: 04/2017 Copyright © 2017 LG Electronics. All rights reserved. JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL I STRUCTURAL 17440 N.E. 4th. Ave. North Mlaml Beach, Ft 33182 Tel: (305) 903-5708 Email: Jgarde.peeoutlook.com FLA. P.E. Licence No. 78456 Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 Job Name SOLAR PHOTOVOLTAIC SYSTEM DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM TO THE EXISTING STRUCTURE S H UCTURAL NEVI I APPROVED • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • .• • VV Job Address 1050 NE 105th. STREET MIAMI SHORES, FLORIDA 33138 THESE CALCULATIONS ARE IN COMPLIANCE WITH THE HVHZ PROVISIONS OF THE FBC 6th EDITION (2017) CODE,THE ASCE 7-10 ADOPTED STANDARD AND THE NSD FOR WOOD CONSTRUCTION - 2015 EDITION Page 1 J JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL 1 STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, Fl 33182 Tel: (905) 803-5708 Emell: Jparc a.peeouuook.com FLA. P.E. Licence No. 78456 Job Name: Philippe Alluard Residence Job Address:1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 AS PERMITTED BY THE FLORIDA ADMINISTRATIVE CODE, SECTION 61G15-23.002(2), THIS COVER HAS BEEN SIGNED, SEALED AND DATED ASSUMING RESPONSIBILITY FOR 9 PAGES OF CALCULATIONS LISTED BELOW. . • •. • • • • • • • • • •• • TABLE OF CONTENTS • • • • CHAPTER NUMBER DESCRIPTION PAH • • •. •• 1 WIND LOAD CALCULATIONS •.•3,.• 2 DESIGN LOADS _ 5 • 3 DESIGN OF SCREWS CONNECTING BASES TO EXISTING STRUCTURE • 6. • • •• • 4 BACKWARD CALCULATION TO DETERMINE MAXIMUM WIND LOAD CAPACITY 8 5 VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL DEAD LOAD 8 6 PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD 9 • • ••• • • • .. • • • •• • • . • •• • • • •• . • • • •.• • • • • • • • Page 2 MecaWind Std v2.2.8.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 2/22/2018 Company Name : JDG CONSULTING ENGINEER, LLC Address : Address City : MIAMI SHORES State : FLORIDA Project No. . Designed By . Description . Customer Name : Proj Location : File Location: C:AUsers\jgarc\AppDat_a\Roaming\MecaWind\Default.wnd Input Parameters: Directional Basic Wind Speed(V) _ Structural Category = Natural Frequency Importance Factor Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Bldg Length Along at Eave= Ridge = 17-334 JOSE D. GARCIA VWL ALLUARD MIAMI DADE Procedure All Heights Building (Ch 27 Part 175.00 mph II Exposure Category N/A Flexible Structure 1.00 Kd Directional Factor 11.50 Zg 0.09 Bt 0.11 Bm 0.15 1 0.13 Zmin 0 : 12 Slope of Roof(Theta) 11.00 ft Type of Roof 11.00 ft Eht: Eave Height 3.50 ft Overhead Type 20.50 ft Bldg Width Across Ridge= Wind Pressure on Components and Cladding Roof not 51 Walls slimii (Ch 30 Part 1) 2 1 1 t_ 3F 2 1) • • • • • •• • No = 700.00 af•••• 1.0; 0.80 • • 650.0Q •ft• • 7.0O0t•00 .01 Del FLAT 11.0: ft Overhand • • 26.50 ft • _ _L 1 12 2 r3 Gable Roof 0 7 a A11 pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ Description Width Span Area Zone ft ft ft^2 3.00 ft Max Min Max P Min P GCp °Gp psf psf FIELD PERIMETER CORNER 2.00 2.00 2.00 5.00 10.0 1 5.00 10.0 2 5.00 10.0 3 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 0.30 -1.00 0.30 -1.80 0.30 -2.60 19.77 -48.61 19.77 -81.56 19.77 -122.75 = 1.03 = 41.19 psf • • • • • • • • • • • ••• • • • •• • • • • • •• • • • • •• • • • • • •• • • • • •• • MecaWind Std v2.2.8.0 per ASCE 7-10 Date Company Name : Address City State File Location: Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com 2/22/2018 JDG CONSULTING ENGINEER, LLC Address MIAMI SHORES FLORIDA Project No. Designed By Description Customer Name Proj Location C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Other Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon B - Horizontal Dim. W - Sign Depth Bs- Ratio of B / S E - Solidity Ratio Structures & Building Appurtances MWFRS (Ch 175.00 mph II Exposure Category = N/A Flexible Structure 1.00 Kd Directional Factor 11.50 Zg 0.09 Bt 0.11 Bm 0.15 1 = 0.13 Zmin = 4.00 ft Ht- Grade to = 3.00 ft S - Vertical = 30.77 = 100.00 % : 17-334 : JOSE D. GARCIA : HWL : ALLUARD : MIAMI DADE 29) Top of Sign -- Sign Dim. _ Sh- Ratio of S / Ht = Elb - Base Elevation Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.85 • • • • • •• • • No • 700.00 •ft• • 1.0; 0.80 • • 650.01•ft• • 7.0*•ft••• 11.01 ft. 0.13 ft 0.01. ••• .00 Pt* • 7.00 ft = 0.19 = 535.47 ft = 0.97 0.91 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W_Pres_Cf( 1.95) ft psf psf 11.00 1.03 1.00 41.193 68.28 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls Cf - Force Coefficient Rd - Reduction Factor (1-(1-E)^1.5) Kz Kzt Qz Wind Pressure at Elevation 11 ft 1.95 1.00 = 1.03 1.00 41.19 psf 68.28 psf Notes: 1) Signs with openings comprising < 30% of gross area are 2) Force Coefficients for solid signs with openings shall 3) Case C only applies when Bs >= 2 considered solid signs be multiplied by Rd Distance from Cf Kz Kzt Qh Wind Pressure @ Distance leading edge ft Force Coeff. psf psf From 0 to 0 1 From 0.1 to 0.3 From 0.3 to 0.4 From 0.4 to 0.5 From 0.5 to 0.7 From 0.7 to 1.3 > 1.3 4.17 2.57 1.97 1.69 1.63 1.01 0.55 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 41.19 41.19 41.19 41.19 41.19 41.19 41.19 RdC - Reduction Factor for Case C (1.8 - S / Ht) Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. 146.01 89.99 68.98 59.17 57.07 35.36 19.26 1.00 •••• • • •••• • ••• • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • JOSE D. GARCIA CONSULTING ENGINEER, U.C. CIVIL ! STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, FI 33182 Tel: (305) 903-5708 Email: Jparda.peeoutlook.00m FLA. P.E. Licence No. 78456 CHAPTER 2: DESIGN LOADS (PHOTOVOLTAIC MODULE SPECIFICATIONS PV Module Brand = Type = Series = PV Module Height (H) _ PV Module Width (W) _ PV Module Depth (L) Operating Weight (Wt) _ Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 'See panel Cut Sheet Document Solar Module See panel Cut Sheet document 0,125 3.33 5.42 41.89 rA II Structural calculations are made for worst case condition ft ft ft Ib Lag bolts inside wind Zone 1 & 2 - Tributary Area=12 sf - Uplift Weighted Ave. for pressure= FIND UPLIFT FORCE (U) a Tributary Area each base (worst case) (At) = Panel weight (PW) = Wt/ A each panel = Weighted Ave. for pressure (Wu)= Net Uplift Force = U = (Wu - PW) ;FIND TOTAL TENSION APPLIED TO EACH CONNECTION (Tt) Safety Factor = FS = Total Tension = Tt = SF * U * At FIND TENSION APPLIED EACH SCREW ( Tscrew) Number of screws per connection (# screws) _ Tension each screw= Tscrew = Tt / # screws = ;FIND LATERAL FORCE (Ph) Lateral Wind Pressure W = Lateral Trib. Area (worst case, Panel in wind zone 2) _ each connection Lateral Force = Ph = W * At = 1.51 597.05 2.00 298.53 68.28 Ib/sf psf psf Ib u ••.• • • • • •••• • .• . .• • . •.. • .. • • • • • • • • • .•.. • •. . • • . . . •• •• •• • • • • • • • • • • • • • .. • •• • • • • • . • 56.19 psf Ib/ per screw with wind load in tension psf 4'X0.125'= 0.5 34.14 Ib sf Page 5 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach. Fl 33182 Tel: (305) 903-5708 Email: )parda.pe*outtook.00m FLA. P.E. Licence No. 78456 FIND SHEAR STRENGTH APPLIED TO EACH SCREW (Vscrew) Number of screws per connection (# screws) _ Safety Factor = Shear each screw = Vscrew = Ph * SF / # screws = 2.00 1.67 28.51 u lb/ per screw Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 • • • • •• • • •••• •.•••• ilCHATPER 3 DESIGN OF SCREWS CONNECTING BASES TO EXISTING STRUUR CTE • •� ••• •• USING (2) LAG SCREWS PER BASE at 4" o.c. Diameter = Minimum thread penetration = 5/16 Existing structure= 2" X 4" wood trusses at 24" o.c. in 2.5 in •• • • • • • • • • • ••. • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • •• • •• • ••• Page 6 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, FI 33182 Tel: (305) 903-5708 Email )parcia.pe(Moutlook.com FLA. P.E. Licence No. 78458 Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 LACE SCREW UESR.N APPLICABLE CODE(5) NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (2015 EDITION) • e FLODIDA BUILDING CODE 5TH EDITION • • • • EXISTING SPECIES COMBINATION SOUTHER PINE (2" x 4" WOOD truses @ 24 in o.c.) ••o••• • SPECIFIC GRAVITY (G) (TABLE 12.3.3A) G = 0.55 • • ..•• LAG SCREW DIAMETER (IN) 5/16 DESIGN VALUES WITHDRAWAL LATERAL •• PRELIMINARY DESIGN VALUE 307 LB/IN (Table 12.2A) 140 LB (table:27) • LAG SCREW THREAD PENETRATION (MIN.) FOR A 3" LENGTH SCREW (APPENDIX L - TABLE 1.2) 2.5" • • • • • •• • PRELIMINARY DESIGN VALUE 767.50 Ib Cd - LOAD DURATION FACTOR (SECTION 2.3.2) 1.6 1.6 Cm - WET SERVICE FACTOR (TABLE 11.3.3) 1 1 Ct - TEMPERATURE FACTOR T<=100F (TABLE 11.3.4) 1 1 Cg - GROUP ACTION FACTOR N/A 0.98 Cc - GEOMETRIC FACTOR (SECTION 12.5.1) N/A 1 Ceg - END GRAIN FACTOR (SECTION 12.5.2) 1 1 Cti - DIAPHRAGM FACTOR (SECTION 12.5.3) N/A 1 Ctn - TOE NAIL FACTOR (SECTION 12.5.4) 1 1 LAG SCREW PENETRATION FACTOR N/A N/A FINAL DESIGN VALUE (TABLE 11.3.1) 1,228 Ib 219 Ib SCREWS NEEDED 0.2431 = 1 0.1302 = 1 SCREWS PROVIDED 2 MINIMUM EDGE DISTANCE REQUIREMENTS FOR SCREWS WHEN L/D>=6 (TABLE 12.5.1C) L/D = 2.5"/ 5/16" = 8 AND 8 > 6 REQUIRED SPACING = 1.5 * D = 0.47" (PROVIDED = 1.0" MINIMUM SPACING REQUIREMENTS FOR SCREWS WHEN L/D > = 6 (TABLE 12.5.1D) Lib =2.5"/5/16"=8AND 8 > 6 (REQUIRED SPACING = 5 * D = 1.56" PROVIDED = 2.5" •••• • • •••• • ••• • • • •• • • • • • •• • • • • •• • • • • • •• • • • • •• • Page 7 of screws) have a wind Toad capacity of = 204.67 psf (Net Uplift) Actual wind Toad with 175 Zone 1 = 48.61 psf Zone 2 = 81.56 psf Zone 3 = 112.75 psf mph at 10 sf area rO K !OK'' [OK_4 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL! STRUCTURAL 17440 N,E. 4th. Ave. North Mlaml Beach, FI 33162 Tel: (305) 903-5705 Email: Jparc a.pelpoutlook.com FLA. P.E. Licence No. 78458 Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 LCHAPTER 4: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD CAPACITY 1 One lag screw with 2.5" penetration into SYP = 307 Ib/in * 2.5 in = 767.50 Ibs (withdrawal) Two screws with short term wind load = 2 screws * 767.50 Ib *1,6 = 2,456 Ib 2 screws have capacity of 2,456 Ibs upward in tension Tributary area for the worst case. Zone 2 PV panels = 12 sf Net uplift wind load = W = 2,456 Ib / 12 sf W = 204.67 psf Net Uplift • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •••• • • •• • • • • • • •• •• •• • • • • • • • • • • • • • That is why (2) lag crews (5/16" dia.) with 2.5" penetration to SYP at 12 sf tributary area per group' • • •• "' •• • CHAPTER 5: VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL J DEAD LOAD Existing structure superimposed load (estimated design load): Dead load = Live load = 25+10=35 psf 30 psf Photovoltaic module operating weight = 2.32 psf Safety Factor = 2 Additional dead load = 2,32 psf * 2 = 4.64 psf 4.64 < 25 �t OK Page 8 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beech, F133162 Tel: (305) 903-5708 Email: )parcla.peaoutlook.com FLA, P.E. Ucence No. 78456 CHAPTER 6: PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD. IAII Structural calculations are made for worst case condition Panels encroaching inside wind zones 1 and 2 Taken from sheet 5-2 - PV Modules Layout RIPE CENT OF AREAS DISTRIBUTION (A) - WORST CASE CONDITION. Panel area inside wind zone 1 = Panel area inside wind zone 2 : Panel area inside wind zone 3= Total= 11 70 19 100 1.98 12.60 3.42 18 sf sf sf sf WIND LOAD VALUES WITH 175 'mph AT A 10 sf AREA (P) j Zone 1= Zone 2= Zone 3- 48.61 Si 81.56 Si 112.75 Si Job Name: Philippe Alluard Residence Job Address: 1050 NE 105th. Street Miami Shores, Florida 33138 Job Number: 17-334 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • •• • •• • •• • • • • ••• • (CALCULATION OF THE WEIGHTED AVERAGE FOR PRESSURE ACTING ON THE PANELS (Pave) Pave= (A1% * P1) + (A2% * P2) + (A3% * P3) 100% Pave= 83.86 psf PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) Panel Uplift'Design Load pressure (Ptle`sign) musrbe >= 83'86=psf- • • • Page 9