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RC-18-1913
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit NO. RC-7-18-191-3 Permit Type: Residential Construction Work Classification: Solar Permit Status: APPROVED Issue [date: 2018 Expiration: 01/29/2019 Applicant 230 NE 104 Street Miami Shores, FL 33138- 1121360130350 Block: Lot: JUAN HUMBERTO PEREZ Owner Information Address Phone CeII JUAN HUMBERTO PEREZ 230 NE 104 Street MIAMI SHORES FL 33138-2016 Contractor(s) GOLDIN SOLAR, LLC Phone (305)469-9790 CeII Phone Valuation: Total Sq Feet: $ 25,704.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: GRID TIED SOLAR PV Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return: Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $15.60 $11.57 $7.71 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $34.88 Pay Date Pay Type Invoice # RC-7-18-68243 08/02/2018 Credit Card Amt Paid Amt Due $ 34.88 $ 0.00 Available Inspections: Inspection Type: Final Solar Review Electrical Review Building Review Structural Review Planning 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 SWIM I PO work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that - construction and zoning. Futhermore, I authorize the above -named contractor to d • ork or ;��, 1r e in compliance with all applicable laws regulating st 02, 2018 Authorized Signature: Owner / Applicant / Contractor Agent Date Building Department Copy August 02, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795.2204 Fax: 305-756-8972 Inspection Number: INSP-001424-2018 Permit Number: RC-7-18-1913 Scheduled Inspection Date: November 06, 2018 inspector. Naranjo, Ismael Owner: JUAN HUMBERTO PEREZ Address: 230 NE 104 ST Project: Miami Shores, FL 33138 Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Solar Phone Number: Parcel Number: 1121360130350 Contractor: GOLDIN SOLAR, LLC Phone Number: 3054699790 DAREN GOLDIN Building Department Comments GRID TIED SOLAR PV Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. No mbar 05, 2018 For Inspections please call: 305-782-4949 Page 43 of 53 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 RECEIVED JUL 17 2018 FBC 20t7 BUILDING Master Permit No.ZC-1 ICI \3 PERMIT APPLICATION Sub Permit No. FXIBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 230 NE 104th Street City: Miami Shores County: FL Miami Dade Zip: 33138 Folio/Parcel#: 11-2136-013-0350 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Juan H Perez Address 230 NE 104th Street Phone#: (305) 751-3424 City Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: Phone#: (786) 257-5345 Email: juan.h.perez@outlook.com CONTRACTOR: Company Name: Goldin Solar LLC Phone#: 305-469-9790 Address: 3447 percival ave City: Miami State: Florida Zip: 33133 Qualifier Name: Phone#: 305 469 9790 Daren Goldin State Certification or Registration #: CVC56965 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �1 ,,�\ City: State: Zip: oc Value of Work for this Permit: $ 65) �v'tI .00 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace n Demolition Description of Work: Grid Tied Solar PV Specify color of color t ru tile: � Submittal Fee $ 00 { Per Fee $ v� (:)• C CCF $ (� • 60 CO/CC $ Scanning Fee $ Radon Fee $ t 1 . �-1 DBPR $ - 1 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (/ G • ea (Revised02/24/2014) Bonding Company's Name (if applicable) [din ii Solar Bonding Company's Address City M; a p/j,! State L. Zip 3 3 )33 LLc 3(1 Li Perc;v4/ ave Mortgage Lender's Name (if applicable) UO h /4 . `p . r. - Mortgage Lender's Address b2 3a l o y S f r e e4- City I"i tart S h are., State F'L Zip 31.3g 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 NER or AGENT The foregoing instrument was acknowledged before me this kg" day of P't ,20 (p ,by �. who is personally known to �l�Qf i � '^Z , P Y ��.. OL as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: --- el" ki Notary Public State of Florida Madelin Rojas c w My Commission GG 157509 140i nI Expires 11/05/2021 ***************** APPROVED BY ** L7 CONTRACTOR The foregoing instrument was acknowledged before me this Da-11‘ day of 20 (ci(C , by Mien , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Nota ublic State of Florida Madelin Rojas My Commission GG 157509 Expires 11/05/2021 Plans Examiner 1 \ !/ / j �') vd Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation 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 SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade pp� The foregoing was acknowledge before me this 164" day of J U(� , 20 iO . who is personally known to me or has produced as identification. By -Tu3Y' fl . Ye -z Notary: SEAL: �s+�u Notary Public State of Florida ?� Madelin Rojas c < My Commission GG 157509 fiec:p Expires 11/05/2021 Goldin Solar, LLC Certified Florida Solar Contractor, License number: CVC56965 Cell #: (305) 469 9790 dgoldin@goldinsolar.com www.goldinsolar.com G OLAR Date: 03/12/2018 State of Floc do County of 1"1(DOG\e. Before me this day personally appeared and says: ice, That he or she will be the only person working on the project located at who, being duly sworn, deposes ,a30 N C 104 5 M )am 1 (Tt ) FL 33 L S 4 Contractor Signature Sworn to (or affirm d) and subscribed before me this I iD day of Tu ki . 20 18 , By D3ren (6Ot.dl Cl Regards, Signatures: DaDarnGad() filar eo roa-br. 5GQ65 Personally known t Or produced identification Type of identification �,++►u Notary Public State of Florida Madelin Rojas c. My Commission GG 157509 "'orn°' Expires 11105/2021 Print, type, or stamp name of Notary ® Ar ri � L----- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/23/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Capital Insurance Specialists, Inc. 16268 Apricot Way Delray Beach; FL 33484 CONTACT Capital Insurance Specialists, Inc. (8CNN , Ext): 561-272-0742 FA/c, No): 561 423 3350 ADDRESS: brandon@capitalinsurancefl.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Scottsdale Insurance Company 41297 INSURED Goldin Solar LLC 3447 Percival Avenue _ Miami FL 33133 INSURER B: Scottsdale Insurance Company 41297 INSURERC: Wesco Insurance Company 25011 INSURER D: Florida Citrus Business & Industries 15764 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY CPS2895471 09/01 /2017 09/01 /2018 EACH OCCURRENCE $ 1 ,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 1 00000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1 ,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES JECT PRO PER: PRODUCTS-COMP/OPAGG $ 2,000,000 $ C AUTOMOBILE X LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY X X SCHEDULED AUTOS NON -OWNED AUTOS ONLY WPP1519465 01 12/23/201712/23/2018 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N Y N / A 106-59484 11 /06/201711 /06/2018 X STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1 ,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 B INLAND MARINE — Equipment Floater Rented or Leased DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Solar Contractor License Number: CVC56965 CERTIFICATE HOLDER CANCELLATION Miami Shores 10050 NE 2nd Ave. Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Brandon Simeone ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • RIITRICTNNel A.CweacNw Lansee INDORIIAiNTl. CLASS / Any noncomnrrceal varocN Antea OVIR Mes lion 26A01 Ib* or any RV NSPLACEWNT LICINEI "(SOURED WITHIN to DAYS Of Aij C $$ OR RUE PIANOS_ Owe INeea of INuep. Mains all NI H»ny rpNls h..rn ,wry I. NMM IawYHa Domeier CR". /aye VRNa5 - D+w N an•Mew* neSt,.ens s.11M2eN NW Rw Isr 6►6ena vAreA +wrwA6v • R Lf ` NS CLASS G435-178-85-287-0 TAL AVE tree...., wv .,.o,,., I. w ' STATE OF FLORIDA �� \ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION n CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GOLDIN, DAREN TAL GOLDIN SOLAR, LLC 3447 PERCIVALAVENUE MIAMI FL 33133 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribeto department newsletters and leam more about .the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA- ._ DEPARTMENT,OFBUSINESS AND sue,- PROFESSIONALREGULATION CVC56965 F 'i'i`ISSUED: `'05/19%2016 CERTIFIED SOLAR CONTRACTOR -f GOLDIN, DAREN`fAL'�-'-`., GOLDIN SOLAR; LLC 7'u` • IS CERTIFIED under the provisions of Ch,489 FS. Exprabon date ': AUG 31. 2018 L16G5190000854 DETACH HERE STATE OF FLORIDA DEPARTMENT OF:BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD_ KEN LAWSON, SECRETARY LICENSE NUMBER,,, ..CVC56965 (- The SOLARTCONTRACTOR Narned'below;IS,CERTIFIED _ -Under,,the-provisions of Chapter 489 FS. Expiration date-AUG-31, 2018 " r .. x— ~ 4 'GOLDIN°DAREN TAL'" , -GOLDIN'SOLARf L'LC , ..h :,;, 34470FERCIVAL.AVENUEx. .,* z,•3•-'` -, MIAMI ,-,FL33133 - ry , ••— 3 Cy.+-r `. ,� ..'..` k,. 't.I �"`, y"y, l din r L � ate .11 ISSUED: 05/192016 DISPLAY AS REQUIRED BYLAW •. SEQ # L1605190000854 009212 Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 7180108 .-. --• BUSINESS NAME/LOCATION GOLDIN SOLAR LLC 1382 NW 78 AVE DORAL FL 33126 OWNER GOLDIN SOLAR LLC C 0 DAREN, T GOLDIN MGR W LBT\ . . RECEIPT NO: --- .......... EXPIRES . RENEWAL 7460448 SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED138 SPECIALTY PLUMBING CONTRACTOR BY TAX COLLECTOR CVC56965 $45.00 07/18/2017 CREDITCARD-17-048532 -,-.. Tills Local Business Tex Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, • permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial KB4its:Miaml-Dade Code Sec;itaiRB. • For more information, visit bnEt lath11 • • ,w. iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Solar Installation Requirements Check type of Solar System to be installed: ❑ Solar Thermal Required Inspections: PLumbing Solar Final Electrical Solar Final Structural Solar Final t Solar Electrical Required Inspections: Electrical Solar Rough Electrical Solar Final Structural Solar Final ❑ Solar Hybrid Required Inspections: Electrical Solar Rough Electrical Solar Final PLumbing Solar Final Structural Solar Final Owner Notification: Installation of roof mounted photovoltaic or solar support systems typically require roof system Penetrations to allow attachment to the structure which may create additional long-term roof system maintenance requirements and/or jeopardize roof system manufacturer's warranties. Roof mounted solar systems generally required removal and reinstallation of solar panels/arrays in order to perform routine roof system maintenance, repair or replacement. I hereby acknowledge that I have read and understand the above notification on this. I0 141 1 day of (( , 20 kg . J JA) U , Print owner name Owner signature Property address c C 10 5.. Permit# , Miami Shores FL 000 ►vim Notary Public State of Florida 4, Madelin Rojas t' c At My Commission GG 157509 pr of Expires 11/05/2021 Notary stamp Print Notary Name ! Li(acleil fhqj cis 1 (-s V ( -t GCFI^fD1.1SOLAR PHOTOVOLTAIC (SOLAR) INSTALLATION AGREEMENT (Co -Op Version — North Miami Dade) THIS "AGREEMENT" made this 9_ day of Month March . Year 2018, by and between Goldin Solar, LLC, Florida State license no. CVC56965 hereinafter referred to as "CONTRACTOR", and between Owner Name: Juan H Perez hereinafter referred to as "OWNER". WITNESSETH, that the Contractor and the Owner for the consideration named agree as follows: ((Agreement Date will be the date when Goldin Solar receives 5% payment). ARTICLE 1. SCOPE OF THE WORK The Contractor shall furnish all the labor and materials to perform all of the work shown on the described specifications and plans which are referenced and incorporated herein to install a Photovoltaic System otherwise described In this ARTICLE 1 (hereinafter the "Work"), on property located at (hereinafter "Property"): 230 NE 104th Street A ]!i, 2018 Miami Shores, FL. 33138 1. Design, procu ( d Install a panels, Brand Hanwha Q-Cells Duo (315)_ W/Panel) modules 5 Total Watts Win total) grid -tied photovoltaic system, utilizing SolarEdge inverter(s) and olarEdge DC power optimizers. If the specified panels become unavailable in the South Florida market at a commercially reasonable price, Goldin Solar reserves the right to substitute the panels to provide required total kW of power as outlined In this contract. Tree removal/trimming/relocatIon not Included. 2. The number of PV modules and power capacity in kW as described In provision 1 of Article 1 above is based on the initial site visit. If during the detailed engineering and design phase or permitting with the local building department it Is found that fewer modules can fit on the premise than originally planned, the Owner will be credited In the form of a deductive change order, deducting from payment 2 as outlined in Article 4 (or from total if financed), in the appropriate dollars per watt amount that this contract is based on (_$2.72_$/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 0, Lt, �p Z� April 16, 2018 The Owner shall pay the Con r or the work to be performed under the terms of the Contract the sum of $ Dollars) subject to additions and deductions pursuant to authorized change orders. ARTICLE 4. PROGRESS PAYMENTS This project will be financed by: _100% _Sungage Financial and is subject to: Sungage Financial 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 Page 1 of 13 Owner initials: JP Contractor initials: TD6- ..yam.__. . GOW SLAR 5i r withheld by any person or entity due to utility interconnection. It is the sole responsibility of Owner to fulfil its obligations to financing company. Owner is obligated to ensure payment to Contractor irrespective of Owner's account standing with Its financing company. The Owner is exclusively responsible for timely making all payments due hereunder to Contractor. Time is of the essence regarding all payment obligations of the Owner. ARTICLE 5. GENERAL PROVISIONS Plans/Permitting/Licensing 1. All work shall be completed In a workman like manner and In compliance with all building codes and other applicable laws as governed by the local AHJ (Authority Having Jurisdiction). 2. To the extent required by law, all work shall be performed by individuals duly licensed and authorized by law to perform said work. Goldin Solar, LLC is a licensed solar contractor: Florida license #CVC56965 3. Contractor, may at its discretion, engage subcontractors and others to perform work hereunder, provided contractor shall fully pay said subcontractor and in all Instances remain responsible for the proper completion of this contract. 4. Contractor shall at Its own expense obtain all permits necessary for the Work to be performed under this Contract. In the event that existing portions of the building are inconsistent with the records of the AHJ and the AHJ requires reconciliation of existing building documentation, contractor will not be liable for reconciliation of existing building documentation with AHJ. Moreover, Owner shall be responsible for any and all code upgrades or modifications and all costs related thereto, regarding Its existing property, including but not limited to, the roof or electrical system should any such upgrades be required by the AHJ. 5. CONTRACTOR will obtain and pay for all required building permits and OWNER will pay assessments and charges required by public bodies and utilities for financing or repaying the cost of sewers, storm drains, water service, and other utilities Including charges for sewer and storm drain reimbursement, revolving funds, hookup, and other similar charges. Unless otherwise specified, work does not include any changes or alterations from the drawings or specifications that may be required by any public body, utility, or inspector. CONTRACTOR, at CONTRACTOR's option, may alter specifications only so as to comply with requirements of governmental agencies having Jurisdiction over same. The cost of any alteration undertaken to comply with any such requirements shall be in addition to the Contract price specified herein. Additional work/Contract Modification 6. If Owner, Construction Lender, or any public body or inspector directs any modification or addition to the work covered by this Contract, the charge for that extra work shall be determined in advance and the cost shall be added to the Contract price in addition to CONTRACTOR's usual fee for overhead and profit. OWNER shall make payments for all extra work as that work progresses, concurrently with regularly scheduled payments. CONTRACTOR shall do no extra work without the prior written authorization of the OWNER. Any authorization for extra work shall show the agreed terms and shall be approved and signed by both parties. 7. Unless specifically included in this Contract, electrical work shall not involve a change to any existing service panel other than the addition of circuit breakers or fuse blocks to distribute electric current to new outlets. This Contract does not include changes to existing wiring in areas undisturbed by alterations. All existing electrical wiring systems are assumed to be, and OWNER represents them to be, adequate to carry the load imposed by existing work. Any work necessary to correct these existing conditions shall be an extra work item subject to Paragraph 6 of this Contract. 8. There shall be a reasonable allowance on all dimensions specified in work plans. AD sizes are outside approximate sizes. If there Is any conflict between sketches, renderings, views, pictures, plans, blueprints, etc., and the terms of this Page 2 of 13 Owner initials: JP Contractor initials: p 6 G041-5-1D NSOLAR Contract, then this Contract shall be controlling. CONTRACTOR is not responsible for any existing Illegal conditions, CONTRACTOR Is not responsible for any unusual or abnormal concrete footings, foundations, retaining walls, or piers required, or any unusual depth requirements, such as, but not limited to, conditions caused by poor soil, lack of compaction, hillside, or other slope conditions. CONTRACTOR may, but is not obligated to, correct those conditions. All work necessary to correct abnormal conditions that Is required by public bodies shall constitute an extra work item and the cost shall be in addition to the Contract price specified herein. Insurance and Liabilities 9. Contractor is presently insured under the following types of insurance policies: 1) commercial general liability; 2) workers compensation, and 3) automotive liability. 10. The liability of the Contractor shall be limited to the area of installation for the photovoltaic system as outlined by the plans permitted by the AHJ. a. Contractor shall also not be liable for the present condition of or existing damage to the existing property, including but not limited to old, deteriorated or Improperly Installed sub -roofing, roof covering or supports, siding, exterior covering/painting. b. Contractor's aggregate monetary liability shall be limited to amounts paid by the Owner to Contractor under this agreement. Any claims or alleged damages above and beyond said contract price are hereby waived and released by Owner. c. Contractor specifically disclaims and disavows any alleged claims or representations of any guaranteed output of the installed system, including any claims made orally or In writing by the Contractor or its employees or agents. This Agreement, along with any exhibits, schedules, and amendments hereto, encompasses the entire agreement of the parties, and supersedes all previous understandings and agreements between the parties, whether oral or written. The parties hereby acknowledge and represent, that they have not relied on any representation, assertion, guarantee, warranty, collateral contract or other assurance, except those set out in this Agreement, made by or on behalf of any other party or any other person or entity whatsoever, prior to the execution of this Agreement. The parties hereby waive all rights and remedies, at law or In equity, arising or which may arise as the result of a party's reliance on such representation, assertion, guarantee, warranty, collateral contract or other assurance. d. The Owner waives all claims against Contractor for all consequential damages arising out of or relating to this Contract. This waiver includes but is not limited to: damages Incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons. e. Contractor has at the time of site visit Informed Owner that area proposed for solar Is subject to partial shading, and some tree trimming (not performed by Contractor) will be required for maximum output performance. f. Contractor will not be liable for any default, delay or failure In the performance under this contract due to Force Majeure. Force Majeure cannot be attributable to fault or negligence on the part of the party claiming Force Majeure and must be caused by things beyond parties reasonable control. Use of Premise 11. OWNER shall grant free access to work areas for workers and vehicles and shall provide areas for storage of materials and debris. OWNER agrees to keep driveways clear and available for movement and parking of trucks during scheduled working hours. OWNER shall be responsible for securing all entrances to the Jobslte 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. Page 3 of 13 Owner initials: JP Contractor initials: 1) (' GYcl]�:1SOLAR 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 protect completion. 14. The Owner represents and warrants to the Contractor the following: a. Owner represents and warrants that its property complies with the current Florida Building Code, all prior permits for work at the Property have been inspected, approved, and closed out and there are no existing permit violations regarding the Property. The Owner further represents and warrants that no unpermitted work has taken place at the Property. b. Owner represents and warrants that there are no existing roof leaks and the roof Is In adequate condition to receive the Work hereunder. c. Owner represents that there is no termite damage or structural problems with the Property that may prevent the Installation or operation of the Work hereunder. d. The Owner represents and warrants that there shall be no other contractors workin at the job site who may Interfere with Contractor's work or schedule; and Owner will not execute an additional contract with a different solar contractor after hiring Goldin Solar during the life of the project except upon property termination of this Contract by either party as otherwise described herein. The Owner shall hold harmless, Indemnify and defend Contractor from any violation or breach of the above referenced representations and warranties. The Owner shall further pay Contractor any damages Incurred by or hon behalf of the Contractor for breach of the above referenced representations and warranties. Additional Time/Work Stoppage 15. CONTRACTOR shall start and diligently pursue work through to completion, and shall not be responsible for delay damages. The following delays, among others, shall entitle contractor to a time extension and potential damages, failure of the issuance of all necessary building permits within a reasonable length of time; funding of loans; disbursement of funds Into funding control or escrow; acts of neglect or omission by OWNER or OWNER's employees or agents; acts of God; stormy or inclement weather; strikes, lockouts, boycotts, or other labor union activities; extra work ordered by OWNER; acts of public enemy; riots or civil commotion, Inability to secure material through regular recognized channels; Imposition of Government priority or allocation of materials; OWNER'S failure to make payments when due; delays caused by inspection or changes ordered by the inspectors of authorized governmental bodies; acts of Independent CONTRACTORs; holidays; or any other circumstances beyond CONTRACTOR'S control. Under no circumstances shall Contractor be responsible for delay damages. Contractor may at any time and for any reason terminate this Contract and all services and Work hereunder at Contractor's convenience after written notice to Owner. Upon receipt of the written notice of termination for convenience notice, Contractor shall immediately discontinue the work and placing of orders for materials, facilities and supplies In connection with the performance of this Contract. If Contractor serves said written notice of termination for convenience to Owner, Owner shall be entitled to pick up any materials purchased by Contractor on its behalf and plans designed for Its Project which have been received by Contractor prior to the service of the Notice for Termination for Convenience. Owner shall be entitled to no consequential or incidental damages hereunder. No refund shall be provided to Owner. Contractor shall specifically not be liable for any damages or greater cost to complete with another contractor. 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 Page 4 of 13 Owner initials: JP Contractor initials: D Cr GOLINSOLAR .a' from any further liability. If work stops for any reason, OWNER shall provide for protection of all material on the premises and shall be responsible for any damage, warpage, racking, or loss of that material. Payment Policy/Arbitration 17. Payments are due as outlined in Article 4 of this agreement. In the event that Owner shall fall to pay any periodic or Installment payment due hereunder, Owner will be considered in default and/or Contractor may cease work. In this event Owner would be considered in breach of contract pending payment or resolution of any dispute. A rate of 1.5% Interest per month or maximum allowable by law, whichever Is greater will be assessed to the outstanding balance. In the event contractor engages an attorney for collection of past due amount, Owner shall be liable for all reasonable attorney fees. If any payment remains unpaid for a period of 120 days, Owner grants to contractor the right to enter the property and remove the system or any part thereof. Contractor will provide 15 day written notice of its Intent to remove the system and allow this time for Owner to cure the defect. All disputes arising out of or relating to this agreement, breach of agreement or contract work hereunder shall be resolved by binding arbitration In accordance with the rules of the American Arbitration Association under construction industry arbitration rules. The parties recognize and agree that by agreeing to this provision, they are waiving any right they may have to a jurytrial. Judgment on the arbitration award may be entered in any court having jurisdiction thereof. In the event of any arbitration or Litigation arising from this contract, the prevailing party shall be entitled to recover from the non -prevailing party, its costs and reasonable attorneys' fees. 18. Early contract termination: The Owner has the right to terminate thls agreement without incurring any cost or consequence within (3) business days of singing this agreement — see last page of this agreement. Should the Owner elect to terminate this agreement after the aforementioned (3) business day "right to cancel" and prior to the contract fulfilment/payment early contract termination will take place as follows: Owner will notify Contractor In writing of his or her intention to terminate the agreement. Contractor will reply in writing to Owner confirming that the Owner's Intent to terminate has been received and will note the project stage at the time the request to terminate was received. Upon early termination, Owner will be liable to pay Contractor for work performed up to accepted termination date. The termination date will be considered the date that Contractor has replied to Owner acknowledging their Intent to terminate. The Owner's financial liability to contractor resulting from early termination will be In accordance with the following table: Project Phase of Early Termination Financial Liability of Owner to Contractor 1. Prior to performance of site survey $1,000 administrative fee + acquisition cost (20% of contract value) 2. After site survey has taken place, prior to commencement of detailed engineering $1,500 administrative fee + site survey fee + acquisition cost (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 + acquisition cost (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 for them for this project, but will be required to pick up said materials from Goldin Solar, Central FL location $5,000 administrative fee + site survey fee + detailed engineering + permitting + project material value + acquisition cost (20% of contract value) Page 5 of 13 Owner initials: JP Contractor initials: f7& • GALL] ;N SOLAR After construction has commenced, contract cancelatlon 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 protect termination phase number 4 above will be deemed, without the service of any written notices If the Owner schedules a delivery date with Contractor, and the materials cannot be delivered on said date due the Owner's availability or by a failure caused by the Owner, and the Owner fails to reschedule a delivery date In advance of the prior date, a redelivery fee of $500 will be assessed by Contractor against Owner. Corrective or Repair Work 20. If minor items of corrective or repair work remain to be accomplished by CONTRACTOR after the protect 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 21. Contractor warrants the installation of the system against defects in workmanship for a period of Eleven (11) year following the conclusion of installation, starting on the day that the AHJ grants the final Inspection approval. The warranty covers workmanship of the PV system. This warranty does not cover force majeure, damage caused by others which shall Include but not be limited to, falling trees or branches, power outages, or normal wear and tear or the roof, roof shingle failure, sub -structure failure, siding or electrical system failure. The warranty does not cover damage caused by animals or by improper maintenance of the structure or the system or by any action of parties other than the Contractor. In the event the Owner discovers a defect within the warranty period, Owner shall notify Contractor in writing describing the nature and extent of the defect. Contractor will correct the defect covered by the warranty and repair the system at no additional cost to the Owner. If a part repair or replacement Is required, Owner shall cooperate fully with Contractor for a safe and efficient repair. Contractor makes no express or Implied warranty, except as expressly outlined in this contract. Installed PV system parts (PV modules and the inverter) have their own manufacturer warranty for a period greater than the warranty specified under this provision. In the event that PV modules or the Inverter require repair or replacement beyond the Contractor's warranty, but within the material manufacturer's warranty, the Contractor will support the Owner in the process of repair or replacement of the manufacturer warranted materials, however an appropriate labor cost will be assessed. No Consequential Damages & Limitation of Liability Page 6 of 13 Owner initials: JP Contractor initials: •--6 • G .C;DIN.SOLAR 22. Goldin Solar's liability to you under this agreement shall be limited to direct, actual damages only. You agree that In no event shall Goldin Solar shall be liable for any consequential, incidental, punitive, exemplary, special or indirect damages. Indemnity 23. To the fullest extent permitted by law, you shall indemnify, defend, protect, save and hold harmless Goldin Solar, its employees, officers, directors, agents, successors and assigns from any and all claims and third party claims, actions, cost, expenses (including reasonable attorneys' fees and expenses), damages, liabilities, penalties, losses, obligations, injuries, demands and liens of any kind of nature arising out of, connected with, relating to or resulting from your negligence or willful misconduct; provided, that nothing herein shall require you to indemnify Goldin Solar from its own gross negligence or willful misconduct. The provisions of this Paragraph shall survive termination or expiration of this Lease. This indemnity shall be limited in amount to $250,000.00, which the parties agree is a commercially reasonable amount. This provision shall be deemed to be included with In the parties "bid documents." Severability 24. The provisions of this Agreement shall be severable in the event that any of the provisions hereof (Including any provision within a single section, paragraph or sentence) are held by a court of competent Jurisdiction, or arbitrator, to be Invalid, void or otherwise unenforceable, and the remaining provisions shall remain enforceable to the fullest extent permitted by law. Furthermore, to the fullest extent possible, the provisions of this Agreement (Including, without limitations, each portion of this Agreement containing any provision held to be Invalid, void or otherwise unenforceable, that is not itself invalid, void or unenforceable) shall be construed so as to give effect to the intent manifested by the provision held invalid, Illegal or unenforceable. Notice 25. Any notice required or permitted under this Contract may be given by ordinary or electronic mail at the addresses specified in this Contract. If either party changes his or her address, that party shall provide written notice of the change to the other party. Notice shall be considered received one day after It Is deposited in the mall with postage prepaid. Contract Integration Clause 26. This document and all documents incorporated by reference constitute the parties' entire Contract. No other Contracts, oral or written, regarding the work to be performed under this Contract exist between the parties. This Contract shall be construed in accordance with, and governed by, the laws of the State of Florida. 23. The system inverter can be connected to the Internet to allow for monitoring of energy production. Internet connectivity will be provided with wireless kit to connect inverter to wireless Internet. Wireless communication kit — Included 24. OPTIONAL SYSTEM MAINTENANCE AND MONITORING: Goldin Solar offers a monitoring and maintenance plan, which includes periodic monitoring of system performance via the Internet, and an annual system Inspection, maintenance and preparation of a report for the Owner outlining system performance relative to the predicted performance. The maintenance plan cost is $ .00 per year. Number of years desired maintenance plan: Maintenance plan cost added: Optional Solar Attic fan: Watts: Price: Initial: JP Page7of13 Owner initials: JP Contractor initials: b(. 25. 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. 26. Contractor will call for final Inspection as required by AHJ. At the time that the final inspection Is passed, final payment (payment 3) is due. Technical Disclosures 27. There is great deal of information to understand about solar energy science, technology, power production and rules, and policies that govern solar locally before deciding to go solar. We feel that there are a few items In particular that are critical to understand. Please initial next to each of the following to indicate that you have been informed about said item and attained understanding of it. By initialing each item, you acknowledge that you have had sufficient opportunity to ask and learn about these items. a. Unless explicitly stated in this agreement, the type of solar system that Is being contracted is known as a "grid -tied" solar system. This means that battery backup is not included but may be added on a future date. Grid -tied solar systems will receive a net -meter from the local utility after the installation Is complete and permit has been closed out. A grid tied solar system without battery backup may be net -zero but does not provide the home with energy in the event of a power - outage, as the solar inverter wil► 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 poweriine 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: JP b. The net -meter installation by the local power utility will require an "Interconnection Agreement" between the Owner and the utility. The Interconnection Agreement will govern the terms of the net metering relationship between the Owner and utility. The particular details of the interconnection agreement will vary from utility to utility, and based on the size of the solar system In kW (Tier 1, Tier 2 or Tier 3) that is being interconnected. The interconnection agreement required by the utility may be accompanied by a one-time fee for the net meter and Insurance requirements. Owner has reviewed and understands the Interconnection agreement required by their local utility for their relevant solar system size. Initial: JP 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 10 15,184 12 18,221 15 22,776 20 30,368 Page 8 of 13 Owner Initials: JP Contractor initials: V'- GotAtOOLAR 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. Monetary value of energy savings expressed as avoided cost of energy not purchased from utility will vary depending on retail price of energy from the local utility. Initial: JP 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: JP Page 9 of 13 Owner initials: JP Contractor initials: 06 y�. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER," FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ' r •• EY. ta Buyer's Sign Owner initials: JP Contractor initials: D(y March 9Ih, 2018 Date Page 10 of 13 PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Industry Licensing Board 2601 Blalrstone Road Tallahassee, FL 32399-1039 850-487-1395 The Owner's property is governed by a Home Owner's Association Yes No X If yes, the Home Owner's Association's Contact Information is Page 11 of 13 Owner Initials: JP Contractor initials:6,- czt GOj"DIN-..SOLAR 430 Signatories Contractor: fur Print Name (c1,1(y) eJer-ze,,,.- .443 3Hzve Daren Goldin, Owner/Founder Goldin Solar, LLC (305) 469-9790 dgoldin@goldInsolar.com Signature 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: Juan H Perez Print Name Signat Print Name Address: 230 NE 104th St March 9th, 2018 Date Signature Date Miami Shores, FL 33138 Phone: 305-751-3424 Email: Juan.h.perez@outlook.com Page 12 of 13 Owner Initials: JP Contractor initials: r NOTICE OF RIGHT TO CANCEL — DATE: 3//9/18 (Actual Date will be when down payment Is received) You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be retumed within TEN BUSINESS DAYS following receipt by the seller of your cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the seller at your residence, In substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller, or If you agree to retum the goods to the SELLER and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this Cancellation Notice or any other written notice, or send a telegram to Goldin Solar 3447 Percival Ave Miami, FL 33133 Not Later than Midnight of: Three days after down pvavment received by Goldin Solar I HEREBY CANCEL THIS TRANSACTION. March 9th. 2018 Buyer's Signature Date Page 13 of 13 Owner initials: JP Contractor initials: 56' March ��d IRONF21 GE www.IronRidge.com Installation Manual Tilt Leg ...• .... . .. • .. . ... . •• • 1S•S •••• • ••• • • •. •• ••• • ••• • • • • • • • AIL IRONRIDGE Solar Mounting Solutions © 2010 IronRidge, Inc. All Rights Reserved Version 2.0 ' 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. Installer Responsibility The installer is solely responsible for: • Conforming to the Installer Responsibility section of the respective XR Solar Rail System Installation Guides: The XR rail assembly is assembled first, and this guide functions as an addendum to connect that assembly to IronRidge Tilt Legs. • Ccj firming the provided Tilt Leg allows mounting modules at the desired tilt angle .... • . . . . •... . • .. • • ••••2•• Customer Sopprt • IrbnRidaiutes evMffort to ensure your Tilt Leg is easy to install. If you need assistance at any point with your ▪ ":iY1'stallation or have sddle3stions on how we can improve your experience, call IronRidge customer support: (707) ...459-9513.... ;..... • • • . :...3�� Tob1'sReq •�ecdFor Assembly The following1ools 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-lbs. 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 3 I Tilt Leg Installation Guide 5. 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 15%MAX ... . . .... . . . . .. . ... . . .. .. • . .. • • . . .... • ... . .. . . • . . • 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 ,', 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 with washer into the hole and loosely attach a 3/8"flange nut. Do not tighten completely. Pivot the Long Leg onto the roof north of the array. .... . . •... . . . • . ..• . • .• •• .. •. • • • •.•• Fig. 3 • • 3.. A ch the•J QrJ.Leg to the front XR rail in your ;.XR assemIllyiereoted according to the XR Solar Rail SystenaJwstallation Manuals) using the .normal method 3f sliding bolts into the 3/8" War;nel (shown in same Installation Manual). . •Lena .e nut ;anger 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 Fig. 6 i i II •••• • 11 • • •••• •••I••• • • • •• • ••• • i• • • •• •••i••• • • • I 1• •.•i••• •••• • • • 1 1 • • • •••• • •••I•+ • • ••• • ••.•f• • •• ••• •• •• ••.l••• • i. f • • • I • • •••1•t• • • • • • • •••i••• •• • ••' • I_t• • •• 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 from the date of first purchase ("Warranty Period"), when installed properly and used for'the purpose for which it is designed, except for the finish, which shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of three (3) years, from the earlier of 1) the date the installation of the Product is completed, or 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 atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified by AAMA 609 & 610- 02 —"Cleaning and Maintenance for Architecturally Finished Aluminum"(www.aamanet.org) are not followed by Purcha.er•f ironRidge's aluminum based products. • •• • • ••• • •• • • •• The waP'anty cover-SWcover-SW ?placement cost of parts to repair the product to proper working condition. • ••7gansportntion and 1r1 itI ? tal costs associated with warranty items are not reimbursable. The warranty does • not cove:corrnal weSP, ofdamage resulting from misuse, abuse, improper installation, negligence, or accident. • • the warranter does not cover any defect that has not been reported in writing to IronRidge within ten (10) days •i. ter di c • ery of sucH tect. Furthermore, it does not cover units that have been altered, modified or repaired • • without written autLi iiation from the manufacturer or its authorized representative, or units used in a manner •: •. pi for a Rurpo$e othrrthar that specified by the manufacturer. IronRidge's entire liability and Purchaser exclusive • remedy Wetter in cpntract, tort or otherwise, for any claim related to or arising out of breach of the warranty :•••nvering.tI Mouni nUtructures shall be correction of defects by repair, replacement, or credit, at IronRidge's discreti5e. 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 • ry,r3s77,7,-,..„."•••x•—• Q:PRO-G4.X -.Q.PRO EC-G4.X '..Q.PROSFRG4.1 • Q.PLUS OR-G4.Xf 1•4: 4 .• " L. Si,107 : t'lq4 5-• : . t • - N •-• - f'• "4 • •..r• ' "fio i• 1.114flt, ..,.......,, ,.. ...- z4-14. ,.,v,..5.._..„„......._,,.....q.s,,,liz,,...— \ •19 gf Ai * g IF ,--,,,,,--r— --,--•=ihe,-.'.---i'',.,==.--4 ia ,j,-,..NL--c-7 __ ,...... 7 ,,•,. 1 I. .c r 1. ekt 1t 0., 41t , ..te, \.i i - ---..-.:,--,o-' ", 1 --fi .,.., Valid for Africa, Asia, Europe, Latin Aruepa,.§pmth:America .„ • • • . • • • • • • • • • • • • • • . .• • ": • • • 0..• • •. • . • . • • • . •• • • • • • • or • • CELLS Engineered in Germany INTRODUCTION Validity These instructions are only valid for crystalline solar modules from the company Q CELLS. Q CELLS assumes no liability for damage resulting from failure to observe these instructions. •i Please observe the wiring and dimensioning of the system. 4 The installer of the system Is responsible for compliance with all necessary safety regulations during set-up and installation. Q CELLS assumes no liability on the basis of these instructions. Q CELLS is only liable In the context of contractual agreements or in the context of accepted guarantees. Q CELLS accepts no other responsibility for the functionality and safety of the modules. '1 Please observe the instructions for any other sys- tem components that may be part of the complete solar power system. It may be necessary to carry out a structural analysis for the entire project. Additional information for the Operator ail Please keep this manual for the entire life of the solar power system. 4 Please contact your system supplier for information concerning the formal requirements for solar power systems. 4 Please be sure to contact the relevant local authorities and energy providers regarding regulations and permit requirements prior to installation of the solar power system. Your financial success depends on the fulfillment of these requirements. Other applicable. documents In addition to this Manual following technical information are relevant: 'Froduct.data.sheet'''' Packaging.and:transport.information-• 4 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA D CELLS GMBH— EN •• • • • • • ••• • • • • •• ••• •• • • • • • • • • • • • • • • •• • • • • • •• PLANNING 2.1 :Technical •specifications For additional information see the relevant datasheet of the module provided at www.q-cells.com. Type. Area:[m°]: Frame height [mml. Weight [kg]- Max..systemvoltage Vsra M Max.. reverse. current [A) Polycrystalline. • 32 .18.8. .1000 20• Permisslble.temperature•range•-40'°C;to'+85 °C (-40.°F bis +185°F) Junction box protection.class' :.IP67.wlth';bypass diode Connectoy protectlonclass. .I P68• Fireiprotectlon class C: Snow Unclear .5400 Wind load [Pa]l. Certificates 4000• Q.ANTU M 1.67' 32. 18.8 1000. 20 IP68' C' . 5400> 4000' VOE.Quality."Tested?; CE-compliant; IEC.61215'(Ed:2)•see"page 9 etsgq.; IEC'61730 (Ed.1)'Appllcatlon:Class.A r Test -load In accordance. wlth.IEC,61215 "-except "Q:PR0,EC=G4:X:. w ..a,.®..°aa�..n.. EJ—.400.04 alai Mom Mactim 144 + .m ae Paw maI4..1 m+. a.a. mnl 0 II Oratem0a balaa —�f.-ea mm 000410sI mac m Nd mm 2-Q=48 u,e Fig. 1: External dimensions (In mm) and components for Q.PRO-G4.X, Q.PRO EC-G4.X, Q.PRO BFR-G4.X, Q.PLUS BFR-G4.X • • • • • Bimun•m points e..8mm • • • • • • • • • • • •• OAT,.label • 1• 0000mm— • • —(•-• nu" • • • •.r010. • • • • • • • • • • • • • • • • • • •• •• • • • • • Fig. 2: External dimensions (In mm) and components for Q.PRO-G4 (with 1170 mm fastening paint distance) • • • • • • • • • • • • • • . •1STALL1ON AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN • • • •• •• • • • • • • 5 PLANNING 'Specifications 2.3 Mounting options Q.PRO-G4:X' CL1 Q.PRO EC•G4.X Q:PRO1BFR•G4:X Q. PLUS' BFRG4.X ED SIT m CO, 250-350; 2700. >350-450. 1900 Pull . 250 - 450 2400 CL1 extended ; Push . 250-.350 3600 (min. 20 mm) >350 - 450 3300 Pull 250 - 450 2400 CL3 .Push 250-450 3300 Pull 250 - 450 2400 Push 0 - 300 1350 Pull 0 - 300 1200 P.ush 345. 2200. :Pull; .; 345, 2800 Push 1345: 3200' '. Pull ` 345 ;.FB1'.: .,,Push 250 (250mm). P.ull,.,;; 250 .Push' 'F 250'• 3200, ;2800, Push{,•fi =, CL4 F81 Push' .2900 Pull. . - "_3000 Push .. _ Pull 1200i6 CL5 hybrid, Push ,.:300 - 400. clamping Pull .:'300 --400 CL2.without. • :""Push. 0-,100 1200 substructure.. ::support_-..2r..'.'Pull- • DIstance•between.outer edge ofimodule-and middle. of the. clamp,: 2:Describes the maximum: module;Sudace;load(yerticalito;the':module surface):regarding safetyfactors (e.g. EUROCODE): F.on this. purpose,; the load value;determinechey)load tentsiaccordingto.various:.criteria:; laminate. overlayyplastle;deformation„module,, failure, and were divided with a safetyifactor. The.minlmum:calculated load value corresponds to the.max(mum permitted load:` 5400/4000 2400/2400 5400/4000 5400/4000 •; 5400/4000 SA00/4000 2400/2400 .:2400/24002 8 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN PLANNING MOUNTING OPTION:CL1' . 4 t Ensure hat the subconstruction does..not run below'the junction•box' 3 Ensure thetthe connectlon'cables of. the`J6pctlon box don't Tun; between' laminate and. substructure, 2.3 Mounting options4. auyintils MOUNTING,DPTJDN CL1' EXTENDED 5400/4000. 4 Ensure;'that there's a distance of min(ntum:45'mm.between'laminate-backside andisubconstructlon respectively that, the distance between moduleframe backside' and substructure Is minimum 20 mm 4, Ensure, that the connection cables of the Junction box don't runbetween laminate and'substructure. 'MOUNTING OPTION,CL4 �. Ensure,.thatthe:subconstruction°runs exactly below;the frame, not below the laminate (moduledess frame). MOUNTING''OPTIONS,FBI:AND FB2. Ensure-thatthe connection cables of the junction box don t+run:between laminate' and: substructure. • Use,MB+corroslon,proof.screws and'washers:(diameter 16 mm).. •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 9 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • LINSTALLATION"L 3.1 Safetyy and transport + , NOTE! Module damage may occur! a-4.: M. 0 iN 7- _. - NOTE! Module damage may occur! ' ((( NOTE' Module damage may occur! 4 Do not stack modules. 1MC NOTE! Module damage may occurl 4 Never step an modules. 4 Do not subject modules mechanical stress. 4 Do not allow any objects modules ® , .---\---_...-''C'-, to any to fall onto -7.-c., 414 NOTE! Module damage may occur!, 4 Only make modifications to the module which have been confirmed In writing by Q CELLS. x confirrT I n " .. letters INV P . . Gil r ..0;'. { I $', NOTEI Module damage may occur! 4 Do not Install modules near flammable gas/vapors, 4 Do not Install modules in close proximity to air conditioning systems. �p0 Igo we, oe� eeoe�it. 0.1ve�, 1141Iblk- 12 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA G CELLS GMBH- EN ire •• • • • • • • • • •• • • •• • • • • ••• • • • • • ••• •• • • • • • • • • •• •• • • •• • • • •• • • • • • • • • • • • • •• • • • • • INSTALLATION • 3.2 Preparation of instal ation. DANGER! Risk of fatal injury due to electric shock! oo. 4 Block off the Installation zone. 4 Keep children and unauthorized individuals away from the solar power system. 11oe, Aji DANGER! Risk of fatal injury due to electric shock! 4 Only use dry, insulated ra 411141tn tools. j;,O •,,.. 4jI� DANGER! Risk of fatal Injury due to electric shocks 4 Ensure that modules and tools are not subject to moisture or rain at any time during Installation. • • • •• • • • • .y 11111111111101 /N11111 try ... • . e®®®®® • MINIM • ISMINNIffill .• 01 • IIREIRIN • 111111101 111 ®®®$ WARNING! Risk of injury due to falling modules! 4 Secure modules during installation. 4 Do not install modules In windy or wet weather. 4 Do not carry out the installation alone. IF HI i 11111111®111f •11 J 1111E1111/111iij k 1ar®18®carper. qua ®®1UElfl I ✓i�e-Lfi V ®fffl®9111 Fs• Only install undamaged modules and components. 4 Do not modify the module (e.g. do not drill any additional holes). • • • • • • • • • • • • • • • • If TA LAAON AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)- HANWHA G CELLS GMBH - EN 13 • • • •• •• • ••• • • ELECTRICAL CONNECTION' 4.2 Elect ical installation safety a\��� DANGER! Risk of fatal injury due to electric shock! 4 Ensure correct polarity. 0 i... : Yt v - •,,.. -..N .=;..-....,ru. .-, DANGER! shock! 4 Risk Be sure specified between'switching beginning of fatal injury due to electric to maintain the time intervals as by the inverter manufacturer off the inverter and any further work, IalDANGER! Risk of shock! 4 Never unplug 1. Switch off the fatal injury the cable inverter. due to electric when under load. OFF = +- MIfII WI%II MIME a1att Mi=aq ==Ia= Vaasa Vaasa a W =a aaaaa IIgpR =IIMI MIN yY2. Cover the modules to be disconnected. Imo" J ti + shy ' • p'i 3. Switch off the DC circuit breaker. 4 Disconnect plugs by the use of appropriate and qualified tools of the manufacturer Tyco, Amphenol or Multicontact. 16 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)- HANWHA Q CELLS GMBH - EN ••• •• • • • • • • • • • •• • •• •• •• • ••• •• ••• •• • ••• • • • • • • • • • • • • • • • •• • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 4 ELECTRICAL CONNECTION 4.3 Connection of modules' M4 Use solar the junction 4 Use the cables for the connection at box outlet. same, inverter -compatible plugs. /� I♦III®�ao I♦ !!®®ONI® Q'I®®1 Mlle 0�®®® 1011111111111 11o��a �111110® �\i% m SOLAR�"---) DANGER! Risk of fatal injury due to electric shock! 4 Ensure that all electrical components are in a proper, dry, and safe condition. G:1 4 Ensure the plugs. for a tight connection between Plugs click together audibly. •• • • • ' •• II II I Klick•• ••• • • • \\\:_V \. NOTE! Module damage may occur! 4 Ensure that the cabling is not under stress. 4 Ensure that the cables do not run between module and subconstruction (danger of pinch). I m m 1I un ,I � a Vim. 4 Do not connect orientations the same string. modules or angles with different of inclination In raaa n aellln9 ®anaaa Wa 11111113111 , I RIMER MUM IAarra MUM INIZIENZ 1III11►6 Irma aHERI ganon' Yra1s ,IsWM �aan. a.MUM tOn9fi ..::,, ®naem' - . -a®aa MINNIM . aaaaa' - , MIME MEW .. nnnaa : wow; aaaaa raaaaai ,:. nfuai x,, y ,. • Standard wiring with a return cable. Inverter •. • ••• • • • • • • • • • • • • IaST/LLAt!ON AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN 17 • • • • • • •• •• • ••• • • r 0 '7 8 • MAINTENANCE AND CLEANING , Q CELLS solar modules are known for a long operating life and minimal maintenance effort and expense. Dirt and grime are usually washed away by rain. If the module is fully or partially shaded by dirt or debris (e.g., plants, bird droppings), it needs to be cleaned to prevent a loss of performance. Maintenance 4 The system should be Inspected by an installer annually to check the following: • all system components sit securely and are corrosion free. • the connection is secure and at electrical components are clean and undamaged. Cleaning WARNING! Risk of injury due to hot and live modules! 3+ Only clean modules that have cooled down. a Do not carry or wear any electrically conductive parts. , /a��¢tI WARNING? %/ %s`� Risk of falling due to unsecured 111 access! 4 Never access the installation area alone or without taking adequate security precautions. 3+ Please commission a trade specialist. Clean the modules as follows: NOTE! Module surface damage may occur! Remove snow and ice carefully without force (e.g. with a very soft broom). 9 Do not scratch off dirt. 4 Rinse dirt (dust, leaves, etc.) off with lukewarm water or use an alcohol based glass cleaner. Do not use abrasive detergents or tensides. ?> Use a soft cellulose cloth (kitchen roll) or sponge to carefully wipe off stubborn dirt. Do not use micro fleece wool or cotton cloths. Isopropyl alcohol (IPA) can be used selectively to remove stubborn dirt and stains within one hour after emergence. 3• Please follow the safety guidelines provided by the IPA manufacturer. 4 Do not let IPA run down between the module and the frame or into the module edges. F ,jW NOTE! Module damage may occur! + Do not clean modules with water If there is a risk of frost. �tgr, 7_,`fr..drl� F\. 7 o°= 1411 4 Remove alcohol a soft 3 Do not high-pressure 0 u�-2Fb4 dirt with lukewarm water or based glass cleaner, a broom, or cloth. use tensides, scrapers, or any water cleaning equipment. 0 f�d�; Nh; , 4 Free debris # Fri the substructure from any dirt and (leaves, bird nests, etc.). ti jars /,` ,, 20 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)—HANWHA G CELLS GMBH — EN x r 1nr o1�'AwMtr •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • •• • • • • • ••• • •••• • ••• • • • • ••• • • • • • • • • • • • • INSer.LL4TIO: AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA CI CELLS GMBH — EN 21 • •• •• • • • •• •• ••• • • • ••• • • The new Q ;1LK-G5solar module from Q CELLS impresses with its outstanding visual appearance and particularly high perfor- mance on a small surface thanks to the innovative D.ANTUM DUO Technology. Q.ANTUM's world -record -holding cell concept has now been combined with state-of-the-art circuitry half cells and a six- busbar design, thus achieving outstanding performance under real conditions — both with low -intensity solar radiation as well as on hot, clear summer days. ..j .11 1' O Q.ANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.3%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.QTM EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400Pa) and wind loads (4000Pa). A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance warranty2. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. THE IDEAL SOLUTION FOR: AAA Rooftop arrays on residential buildings EUPD RESEARCH TOP BRAND PV MODULES EUAOPE Quality Tested wP, voe:,, 'Dsm; ID. 40032587 •. • • • • QCELLS YIELD SLURRY ANTI PIO TECHNOLOGY (APT) NOT SPOT PROTECT INSPI TRACEABLE QUALITY ITRAQ,i 'ANTI LID TECHNOLOGY um 1 APT test conditions according to IEC/TS 62804-1:2015, method B (-1500V, 168h) 2 See data sheet on rear for further information. • • • • • •• Engineered in Germany QCELIS MECHANICAL SPECIFICATION Format Weight Front Cover 1685mm x 1000mm x 32mm (including frame) 18.7 kg 3.2mm thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodised aluminium Cell 6 x 20 monocrystalline Q.ANTUM solar half cells Junction box 70-85mm x 50-70mm x 13-21 mm Protection class IP67, with bypass diodes Cable 4mm2 Solar cable; (+) 1100mm, (-) 1100mm Connector Multi -Contact MC4, IP65 and IP68 352.5mm Frame- 951mm 111 ala M es al°untislots (DETAIL LI * Drainage holes 1000mm DETAIL♦ 1f�- ELECTRICAL CHARACTERISTICS POWER CLASS 305 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W /-OW) E E Power at MPP Short Circuit Current* Open Circuit Voltage* Current at MPP* PMPP ISc V00 I„PP [W] [A] [V] [A] Voltage at MPP* V,4 , [V] • Eftic]eniy2 n [%] • • MINItl ? PERFORMANiPl NORMAL OPERATING CONDITIONS, NOCT • • • • • • • Piweral MPP2 • • • PMPF [WI 226.0 229.7 233.5 o•• *•••• • • E Short Circuit Curr�rR • I,D [A] 7.88 7.93 7.97 e open Circuit Voltfg! • • • • Vas [V] 37.18 37.43 37.69 i• •Cur9phat MPP* • • MPP • • • • I [Al 7.32 7.36 7.41 • • Voltage at MPP* • • • • VMPP [V] 30.88 31.20 31.52 • • • • 1 • ,O Wkn2, 25'C, spectru•�1 /il!:•, Olt• 2 Measurement tolerances STC x3%; NOC 5% 3800W/m2, NOCT, spectrum AM 1.5G • typical values, actual values may differ Q CELLS PERFORMANCEWARRIFITY PERFORMANCE AT LOW IRRADIANCE • 310 315 • •• 15 . . • •• mom ELLS • MOmMy >,aa.ab Omerammtia mme 1.10.n1..a.0 *mimes' • • • •• 10 15 .gym Mee MM. oms � aw.mom, 201,1.at:5e>,n„m min TEMPERATURE COEFFICIENTS Temperature Coefficient of lu Temperature Coefficient of PMpp YEARS 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 organisation of your respective country. a [ %/K] y [%/K] 305 310 9.78 9.83 39.75 40.02 9.31 9.36 32.78 33.12 218.1 218.4 1l0 1m 5 W 315 9.89 40.29 9.41 33.46 218.7 T r 200 400 Em em 1000 IRRADIANCE IwOA'] Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m2). +0.04 Temperature Coefficient of VDr 11 [%/K] -0.37 Normal Operating Cell Temperature NOCT [°C] 320 320 9.94 40.56 9.47 33.80 219.0 237.2 8.02 37.94 7.45 31.84 -0.28 45 PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Maximum Reverse Current Push/Pull Load (Test -load in accordance with IEC 61215) V:TS [V] 1000 Safety Class I, [A] 20 Fire Rating [Pa] 5400/4000 Permitted Module Temperature On Continuous Duty I I C -40°C up to +85°C QUALIFICATIONS AND CERTIFICATES PARTNER VDE Quality Tested, IEC 61215 (Ed. 2); IEC 61730 (Ed.1), Application class A This data sheet complies with DIN EN 50380. CE NOTE; Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha B CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-23444 I FAX+49 (0)3494 66 99-230001 EMAIL sales@q-cells.com I WEB www.q-cells.com al changes 0 Hanwha 0 CELLS Q.PEAK DUO BLK-G5 305-320 2017-07 RevOl_EN Engineered in Germany QCEIIS o arEdge Single P lase inverters For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7000A-US / SE10000A-US / SEf l400A-US is Thy fre8 0-mice for SolarEdge r lrAabiled sys r$. integratedarc fault protection for NEC 2011690.11 cornpliarice Rapid shutdown for NEC 2014 690.12 . '• Superior efficiency (98%) • Srrrall, lightweight and easy to install on provided bracket Biulit`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 • •••• • • • •• � • • • • • • • • •• 0 • •• •••••• •••••• • • • • •••••• 000000• • • • • • • •••••• •••••• • • • ••• • ••••• • •••••• •••• • • • •• •• •• • ••N•• •••••• • • • • • • • •••••• • • • • • • • • • • • • • • • • • •••••• • • •• • • •••••• USA - GERMANY - ITALY- FRANCE-JAPAN - CHINA-AUSTRALIA-THE NETHERLANDS - UK - ISRAEL www.S€olar'edgee.uS 7 rL, Pb Sig inverters for North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7G00A-US / SE10000A-US/ SE11400A-US SE3000A-US SE3800A-US SES000A-US OUTPUT • SE6000A-US1SE7600A-US SE10000A- US SE11400A-US Nominal AC Power Output Max_ AC Power Output AC Output Voltage Min.-Nom: Max.i'> 183-.208-229Vac 3000 3300 3800 4150 5000 5400 @ 208V 5450ta240V 6000 6000 7600 8350 9980 @ 208V 10000 V240V 10800 @ 208V 10950 e240V 11400 12000 VA VA AC Output Voltage Min.-Nom: Max.° 211- 240 - 264 Vac AC Frequency Min: Nom: Max.Ill Max. Continuous Output Current GFDI Threshold ✓ ✓ ✓ ✓ ✓ 59.3-60-605 Hz 12.5 16 24 @ 208V 21 @ 240V 25 1 32 48 @ 208V 42 e 240V 47.5 A A Utility Monitoring, Islanding Protection, Country Configurable Thresholds INPUT Yes Yes Maximum DC Power (STC) Transformer -less, Ungrounded Max. Input Voltage Nom. DC Input Voltage Max. Input Currentl2i Max. Input Short Circuit Current Reverse -Polarity Protection Ground -Fault Isolation Detection Maximum Inverter Efficiency CEC Weighted Efficiency Nighttime Power Consumption ADDITIONAL FEATURES. Supported Communication Interfaces Revenue Grade Data, ANSI C12.1 Rapid Shutdown - NEC 2014 690.12 STANDARD. COMPLIANCE Safety Grid Connection Standards Emissions 4050 1 5100 6750 8100 Yes 10250 13500 15350 500 9.5 13 325 @ 208V /350 @ 240V 116.5 @ 208V I 15.5 e 240V 18 I 23 I 33 Q208V• 30.5 0, 46V 45 A•Rr•• Yes 600kn Sensitivity • •.•.•e•• 97.7 97.5 98.2 98 98.3 97 @ 208V 98 V 240V < 2.5 98.3 97.5 98 97.5 RS485, RS232, Ethernet, ZigBee (optional) r•••• • • err• 34~s• • A • • Vdc •• • • r••••AA 9a••a 9&1 97 @ 208V • 97.5 ev( • •• <4 000000 • • • • • Optional° Yes UL1741, UL1699B, UL1998 , CSA 22.2 • • A • • •• a Vdc•••••• • Adc Adc • r• •••••• y. • • ••••••• • •• i••••• • 00000 • W • • • • a••• .. •O.. • • •• IEEE1547 FCC partly class B • •••••• •• • • •••••• • • • • INSTAILATIDN 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 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG 3/4" minimum / 1-2 strings / 16-6 AWG 30.5 x 12.5 x 7.2 / 775 x 315 x 184 3/4" minimum / 1-3 strings / 14-6 AWG 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 Min. -Max. Operating Temperature Range Protection Rating Natural convection and internal fan (user replaceable) Fans (user replaceable) < 50 dBA -13 to +140 / -25 to +60 (-40 to+60 version available)"I) NEMA3R °F / °C Ili For other regional settings please contact SolarEdge support. MA higher current source may be used; the inverter will limit its input current to the values stated. I'I Revenue grade Inverter P/N: SEctA-USOOONNR2 (for 7600W inverter:SE7600A-US002NNR2). l' -40 version P/N: SExourA-U50o0NNU4 (for7600W inverter.SE7600A-US002NNU4). . I r a _...J; S&rEthe Power Dpfinfirxer Module Add -On For North America P300 / P320/ P370/ P400/ P405 • • • • • • • • • • • • . • • • • • -•-•- • • • • r--1•14,_•.• • • • • • • • • • • • • • • • • • • • • • • • • - • • • •• ' • 0,• • • • • • • • • • • pow8t optimization at thEimodule,,levek to-25% rriore "‘ Sui3eribr: efficiericy-(99.5%). Mitigatesall types of module mismatch loS.§es-,frorn rnal-tOfactoring tolerance to partial shading. :- . . Flexible system tieSign for maxirnum spaceuthi±atiop -•• Fast installation with a single bolt •• . . . • • Next maintenance with rnbduledevel monitoring ' • • . . Module --level voltage shutdown for installer and firefighter safety • • USA - CANADA - GERMANY - ITALY -FRANCE -JAPAN - CHINA -AUSTRALIA -THE NETHERLANDS - ISRAEL -TURKEY - SOUTH AFRICA - BULGARIA- INDIA www.solaredge.us Waal* Po (fir Op olliger Module Add -On for North America P300 / P320 / P370 / P400 / P405 • P300 P320 P370 P400 P405 (for 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 Power4l Absolute Maximum Input Voltage (Voc at lowest temperature) MPPTOperating Range Maximum Short Circuit Current (Isc) Maximum DC Input Current 300 320 370 48 8-48 60 8-60 400 80 8-80 405 125 12.5 -105 Vdc Vdc 10 11 10.1 -Adc Maximum Efficiency Weighted Efficiency 12,5 13.75 12.63 Adc 99.5 98.8 Overvoitage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED' TO OPERATING SOLAREDGE INVERTER) Maximum Output Current Maximum Output Voltage OUTPUT DURING:STANDBY(POWER OPTIMIZER DISCONNECTED.FRO.M SOLAREDGE INVERTER-paS0IAREDGE INVERTER OFF) 15 60 85 Adc Vdc Safety Output Voltage per Power Optimizer :STANDARD COMPLIANCE EMC 1 •••• • • Vdc • • •••• Safety RoHS •. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage Compatible inverters Dimensions (W x L x H) Weight (including cables) Input Connector Output Wire Type / Connector Output Wire Length Operating Temperature Range Protection Rating Relative Humidity • FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 • • • • • • .r IEC62109-1(class II safety), UL1741 Yes 1000 • •••••• • •••• • • •••• All SolarEdge Single Phase and Three Phase inverters • .' • p • 128x152x27.5/5x5.97x1.08 630 / 1.4 MC4 Compatible Double Insulated; MC4 Compatible 0.95 / 3.0 MC4 / Amphenol AH4 Double Insulated; MC4 / Amphenol AH4 -40 - +85 / -40 - +185 IP68 / NEMA6P • • • • • • •• f • ft P..... •• 128x152x35./. •1�8x152x50/ 5x5.97x1.3: • '9•x5.97x1.96 • 750/1.7 845/1.9.••• •... ..• • MC4 Go.npagble •• • • R. •• • Double Insulated; MC4 Compatible 1.2 / 3.9 0-100 • • • •.•.• • • • • mm/in • • • Ib•••••• r g/ • • • • • • Vdc•••• • • • m/ft 'C/aF, ICI Rated STC power of the module. Module of up to+5% power tolerance allowed. PV SYSTEM DESIGN: USING SINGLE PHASE .' ASOLAREDGE INVERTER(?Ila) HD. -WAVE Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) Maximum Power per String Parallel Strings of Different Lengths or Orientations SINGLE PHASE 8 25 THREE PHASE 208V THREE PHASE 480V 10 25 18 50 5700 (6000 with 1 SE7600H-US) 5250 Yes 6000 12750 W PI For detailed string sizing information refer to: http://wwwsolaredge.com/sites/default/files/string_sizing_na.Pdf. I31 It is not allowed to mix P405 with P300/P370/P400/P600/P700 In one string. JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th, Ave. North Miami Beach, FI 33162 Tel: (305) 903-5706 Emell: Jgercla.pe®outlook.com FLA. P.E. Licence No.76456 Job Name Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 • • • • • •• • •••• • • • .•• • •• • • • • • • • • • • • • • •• • • • SOLAR PHOTOVOLTAIC SYSTEM • •' • • • • •• DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM'• • TO THE EXISTING STRUCTURE ' '•• •• • Job Address 230 NE 104th STREET MIAMI SHORES, FLORIbA 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 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Kam' Beach, R 33182 Tel: (305) 903-5708 Email: Jgarda.pelgouttookcom FLA P.E. Licence No. 78468 Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 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 PAGE 1 WIND LOAD CALCULATIONS :3 .', 2 DESIGN LOADS 3 DESIGN OF SCREWS CONNECTING BASES TO EXISTING STRUCTURE .6.:. 4 •••• 4 BACKWARD CALCULATION TO DETERMINE MAXIMUM WIND LOAD CAPACITY • ii3• • • • ••.••4 5 VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL DEAD LOAD :T:'; • •: 6 PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD • 9. • ... . .. • • • • • • . • • . • • Page 2 MecaWind Pro v2.2.7.7 per ASCE 7-10 Date Company Name : Address City State File Lo.7ati.on: Developed by MECA Enterprises, Inc. Copyright www.rnecaenterprisgs.corn 7/6/2018 JDG CONSULTING ENGINEER, LLC Address N. MIAMI BEACH FL Project No. . Designed By . Description . Customer Name : Proj Location : C:AlJsers\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon = 1-Shaped Building: Endl: Roof Type Endl: Hipped Pitch Endl: Hipped Slope Endl: Roof Slope h: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= L1: Bldg Length End 1 = L3: Bldg Length Side = Procedure All Heights Building (Ch 27 175.00 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 Hipped 3 : 12 14.04 Deg 14.04 Deg 11.80 ft 13.60 ft 2.00 ft 24.80 ft 36.50 ft End2: Roof Type End2: Hipped Pitch End2: Hipped Slope End2: Roof Slope Eht: Eave Height Overhead Type L2: Bldg Length Back L4: Bldg Width End 2 Wind Pressure on Components and Cladding Components and Cladding for End 1: HIPPED and Slope = 14.04° 18-083 JOSE D. GARCIA VWL JUAN H. PEREZ MIAMI DADE COUNTY Part 1) = D = No = 0.85 = 700.00 ft = 1.07 0.60 650.00 ft 7.00 ft • • • • • •• • Hipped 3 : 12 • 14.04004,410 27.22 4ej•• • • 10.00 {t••• OH w/ s/tf i • 56.00•st •• 14.00•it•••• • • • Ali pressures shown are based apon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = Description Width ft Span Area Zone Max Min ft ft^2 GCp GCp 3.65 ft Max P Min P psf psf FIELD PERIMETER CORNER 3.33 3.33 3.33 5.42 18.0 1 5.42 18.0 2 5.42 18.0 3 0.45 -0.67 0.45 -1.57 0.45 -1.57 25.90 -43.43 25.90 -72.16 25.90 -72.16 Components and Cladding for End 2: HIPPED and Slope = 27.22° All pressures shown are bat j upon ASD )eaign, wi th a Load Factor of .6 Width of Pressure Coefficient Zone "a" = Description Width ft Span Area Zone Max Min ft ftA2 OCp GCp = 3.65 ft Max P Min P psf psf FIELD PERIMETER CORNER 3.33 3.33 3.33 5.42 18.0 1 5.42 18.0 2 5.42 18.0 3 Khcc:Comp. & Clad. Table 6-3 Case 1 0.45 -1.57 0.45 -1.57 0.45 -1.57 25.90 -72.16 25.90 -72.16 25.90 -72.16 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf • • • • • SO • • • •••• ••• • • • •• • • • • ••• • • • •• • • • •• • • • • •• • MecaWind Pro v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 7/6/2018 Company Name : JDG CONSULTING ENGINEER, Address : Address City : N. MIAMI BEACH State : FL File Location: C:A.Users\jgarc\AppData\Roar 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 Project No. : 18-083 LLC Designed By : JOSE D. GARCIA Description : HWL Customer Name : JUAN H. PEREZ Proj Location : MIAMI DADE COUNTY ng\MecaWind\Detault.wnd Structures & Building Appurtances MWFRS (Ch 29) 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 Top of Sign= = 3.00 ft S - Vertical Sign Dim. _ 30.77 Sh- Ratio of S / Ht 100.00 % 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)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 Design Wind Pressure - Other Structures Elev Kz Kzt qz W_Pres_Cf( 1.95) ft psf psf = 0.85 D No 0.85 700.00 ft 1.07 0.80 650.00 ft 7.00 ft 12.00 •ft 0.13 !t••• 0.01 7.20 ft = 0.19 = 537.36 ft 0.97 = 0.91 12.00 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 12 ft 0.85 •• • .00 tt • 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 considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 Distance fran 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 •••• • • •••• ••• • • • •• • • • • ••• • • • •• • • • • •• • • • • • • • J JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL 1 STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, Fl 33182 Tel: (305) 903-5708 Email: Jgarcla.pe©outlook.com FLA P.E. Licence No. 78458 CHAPTER 2: DESINLOADF '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: Juan H. Job Address: 230 Miami Shore Job Solar Module See panel Cut Sheet document ft ft JA I Structural calculations are made for worst case condition Lag bolts inside wind Zone 1 & 2 - Uplift Weighted Ave. for pressure= FIND UPLIFT FORCE (U) 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 = 1.32 598.76 2.00 299.38 ft Ib Ib/sf psf psf Ib u • • • ee ee e e eeee • e eeee Perez Residence NE 104th Street s, Florida 33138 Number: 18-083 64 12"Ipsf eeee.• •• e • • • e ee e Ib/ per screw with wind Toad in tension eeee • e . • ee eee e e e e • eee • • e ee • e Per definition on sheet 243 of ASCE 7-10 effective wind area: "For cladding fasteners the effective wind area shall not be greater than the area that is tributary to an individual fastener" Per section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design: Applicable load combination #5 (D+0.6W) Page 5 JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 41h. Ave. North Miami Beach, Fl 33182 Tel: (305) 903-5706 Email: Jgarcla.pe®outlook.com FLA, P.E. Licence No. 78466 FIND LATERAL FORCE (Ph) Lateral Wind Pressure W = Lateral Trib. Area (each base) _ Lateral Force = Ph = W * At = 68.28 psf 4'X0.125'= 0.5 34.14 ;FIND SHEAR STRENGTH APPLIED TO EACH SCREW (Vscrew) Number of screws per connection (# screws) _ Safety Factor= Shear each screw = Vscrew = Ph * SF / # screws = lb sf lb/ per screw Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 • • • . . ..• . . • .• . . ..•. •.. • .. . .•.. • . . . .•.. . CHAPTER 3: DESIGN OF SCREWS CONNECTING BASES TO EXISTING STRUCTURE.. • • • • 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) 903-5706 Emell: Jgercla.pe(goutlook.com FLA. P.E. Licence No. 78458 Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 LAh SLKtW UtS14.11V APPLICABLE CODE(S) NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (2015 EDITION) 2017 FLODIDA BUILDING CODE 6TH EDITION EXISTING SPECIES COMBINATION SOUTHER PINE (2" x 4" WOOD truses @ 24 in o.c.) 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 11J) • • LAG SCREW THREAD PENETRATION (MIN.) FOR A 3" LENGTH SCREW (APPENDIX L- TABLE L2) 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 0.24379 = 1 0.1302 = 1 SCREWS PROVIDED 2 MINIMUM EDGE DISTANCE REQUIREMENTS FOR SCREWS WHEN L/D>=6 (TABLE 12.5.1C) Lib = 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) L/D = 2.5"/ 5/16" = 8 AND 8 > 6 REQUIRED SPACING = 5 * D = 1.56" PROVIDED = 2.5" •••• • • • • • • •. • • • • •• • • • • .• • • • •• • • • • •• • • • • •• • • • • Page 7 JOSE D. GARCIA CONSULTING ENGINEER LLC. CIVIL! STRUCTURAL 17440 N.E. 401. Ave. North Miami Beach, R 33162 Tel: (305) G03.5706 Email: Jgarcla.pe®outlookcom FLA. P.E. Licence No. 75455 Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 CHAPTER 4: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD CAPACITY 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 Toad = 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 6 ;4. • of screws) have a wind load capacity of = 204.67 psf (Net Uplift) • • • • • • Actual wind load with Zone 1 = Zone 2= Zone 3= 72.16 72.16 72.16 175 psf psf psf mph at18sfarea OK `OK !OK • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • •• • •• • • • • • CHAPTER 5: VERIFICATION EXISTING STRUCTUREWILL ACCOMMODATE ADDITIONAL j Existing structure superimposed loads (estimated design loads): Dead load = Live load = 25+10=35 psf 30 psf Photovoltaic system superimposed Toads Dead Load = 2.32 Life Load = 0 psf psf Assume Design Parameters: The exist. Structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required Toads and the ability of the roof structure to support LL & DL Toads has not been substantially reduced by age of the structure. Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar system to verify that the existing roof is capable of supporting minimum roof live loads. Page 8 J JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL 1 STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, Fl 33162 Tel: (305) 903-5706 Email: Jparcla.pargoutlook.com FLA. P.E. Licence No. 76456 CHAPTER 6: PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD. j All Structural cmad • salsa. alculations are made for worst case condition Panels encroaching inside wind zones 1 and 2 Taken from sheet S-2 - PV Modules Layout PERCENT 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: 0 Total= 100 5 95 0.9 17.10 0.00 18 sf sf sf sf WIND LOAD VALUES WITH 175 ,mph AT A 18 sf AREA (P) Zone 1= Zone 2= Zone 3= 72.16 sf 72.16 sf 72.16 sf Job Name: Juan H. Perez Residence Job Address: 230 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-083 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • •• • 'CALCULATION OF THE WEIGHTED AVERAGE FOR PRESSURE ACTING ON THE PANELS (Pave) Pave= (A1% * P1) + (A2% * P2) + (A3% * P3) 100% Pave= 72.16 psf rPROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) Panels Uplift Design L_adipressure(Pdesiign must be 72.1: psf •••• •• •••• • ••• • • •• • • • • • • • • • • • ••• • • • •• • • • • • • •W•••• • • • •• • • • • • • ••• • Page 9