The URL can be used to link to this page

RC-18-1369Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RC-5-18-1369 Permit Type: Residential Construction Work Classification. Solar Permit Status: APPROVED Issue Date: 6/11/2018 Expiration: 12/08/2018 Parcel Number Applicant 1286 NE 104 Street MiamilShores, FL 1122320300080 Block: Lot: RAYMOND ALEMAN Owner Information Address Phone Cell RAYMOND ALEMAN 1286 NW 104 Street MIAMI SHORES FL 33138- (786)553-8018 1286 NW 104 Street MIAMI SHORES FL 33138- Contractors) GOLDIN SOLAR, LLC Phone (305)469-9790 Cell Phone Valuation: Total Sq Feet: $ 13,845.00 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: 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 Scanning Fee Technology Fee Amount $8.40 $6.23 $4.15 $0.00 $0.00 $0.00 $0.00 $0.00 Total: $18.78 Pay Date Pay Type Invoice # RC-5-18-67619 06/11/2018 Credit Card Amt Paid Amt Due $ 18.78 $ 0.00 Available Inspections: Inspection Type: Final Solar 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 ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC , PLUMB 1 ►, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI construction and zo I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating I authorize the above -named contractor to do the work stated. June 11, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 11, 2018 1 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: Owner State of Florida County of Miami -Dade tnU The foregoing was acknowledge before me this ° day of By P laylrnOVid I loman FL DI — Notary: SEAL: ,20 )g . who is personally known to me or has produced as identification. 4p0r ►14e. Notary Public State of Florida Madelin Rojas My Commission GG 157509 TAtoi„df Expires 11/05/2021 Goldin Solar, LLC Certified Florida Solar Contractor, License number: CVC56965 Cell #: (305) 469 9790 dgoldin@goldinsolar.com www.goldinsolar.com G0EDILAR 06/04/2018 State of 11 cx' do County of OICIMI•-DGCke_ Before me this day personally appeared deposes and says: That he or she will be the only person working on the project located at: 06o N — l01-1 St ' CO 1)1( 3313 8 ' Contractor Signature Sworn to (or affirmed) and subscribed before me this By /VI P I Lnp2 who, being duly sworn day of , , 20 1 S Personally Known Or Produced Identification Type of identification Print, type, tamp name of notary �► Pue Notary Public State of Florida ?° �� Madelin Rojas My Commission GG 157509 '? °0 Expires 11/05/2021 r 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 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING PL{UMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: 1286 NE 104th street (Tt4 FBC20l� Master Permit No. ( le l 69 Sub Permit No.0 1109 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Raymond Aleman Phone#: 786 553 8018 Address: i City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: Phone#: Email: 1286 nw 104th street CONTRACTOR: Company Name: Goldin Solar LLC 3447 percival ave Address: City: Phone#: 305-469-9790 Miami State: Florida Zip: 33133 Qualifier Name: Daren Goldin 305-469-9790 Phone#: CVC56965 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Addres: �7 City: State: Zip: Value of Work for this Permit: $ L -c— Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: New ❑ Repair/Replace n Demolition Description of Work: Grid Tied Solar PV Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature CONTRACTOR The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before mepthis � % day of c , 20 ___, by Q�' l Bay of b. , 20 (D , by (f K, 1 An ., who is personally known to l'en ,G 1 , who is personally known to me or (who has produced 4r L cL as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: fr * * * * * * * * * * * Sy r Pot Notary Public State of Florida Madelin Rojas , z My Commission GG 157509 'ta„dr Expires 11/05/2021 * * * Sign: Print: Seal: * b►'1 Pi aS 0 Ike,Notary Public State of Florida � Madelin Rojas My Commission GG 157509 "#oin, Expires 11/05/2021 APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Goldin Solar, LLC Certified Florida Solar Contractor, License number: CVC56965 Cell #: (305) 469 9790 dgoldin@goldinsolar.com www.goldinsolar.com GUL-CU�:SOLAR 06/04/2018 State of Fi idct County of IL-40 1'II'— D%_ ' Before me this day personally appeared deposes and says: Drn Geki. 'That he or she will be the only person working on the project located at: ILL Si Shores 13g‘ Contractor Signature Sworn to (or affirmed) and sabscribed before me this By 'IDOR° who, being duly sworn day of K,Une__ , 20 Personally Known Or Produced Identification Type of identification Print, type, or stamp name of notary .cNY "0. Notary Public State of Florida Madelin Rojas `- i�yo My Commission GG 157509 14'0,o. Expires 11/05/2021 Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation, or in thecase 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: Owner State of Florida County of Miami -Dade .The'foregoing,was acknowledge before me this W day of By ' laif ion Alle1, t) L ill Notary: SEAL: [`JaY , 20 1i whois personally known to me or has produced as identification. �r ►02 Notary Public State of Florida ar Madelin Rojas . c • My Commission GG 157509 '?0,?0,0 Expires 11/05/2021 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TOPCOAT® Waterproofing LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0128.10 consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino i0 MANMADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.kov/economy NOA No.: 18-0119.11 Expiration Date: 02/28/23 Approval Date: 03/01/18 Page 1 of 7 ROOFING SYSTEM APPROVAL Category: Sub -Category: Deck Type: Material: Maximum Design Pressure Roofing Waterproofing Systems Concrete Elastomeric -607.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification TOPCOAT® Elastomeric 1, 5 or 55ga1. ASTM D6083 Roofing Membrane TOPCOAT® Surface 5 or 55ga1 ASTM D6083 Seal SB TOPCOAT® MB Plus 5 or 55gal. Proprietary TOPCOAT® XR-2000 5 or 55 gal. Proprietary TOPCOAT® Flashing 1, 5 gal. or TAS-139 Grade lqt tube Test Product Dimensions Specification TOPCOAT® Liquid 5 or 55 gal. Fabric Flashing Grade TOPCOAT' Flexseal 1, 5 gal. or lqt tube FireOutm 5 or 55ga1 • MIAMI.DADE COUNTY APPROVED Proprietary TAS 139 Proprietary Product Description An acrylic, water based elastomeric membrane system designed to protect various types of roofing surfaces Solvent based sprayable thermoplastic rubber sealant designed to protect various types of roofing surfaces. • Water based low VOC primer designed to block asphalt bleed - through. Primer for pre -finished metal: (e.g. Kynar). Water -based flashing compound. Product Description Water -based, high elasticity flashing compound. Solvent based flashing compound for gutters and other detailing Low VOC, water -based fire barrier coating. NOA No.: 18-0119.11 Expiration Date: 02/28/23 Approval Date: 03/01/18 Page 2 of 7 INST OPER TM Ti • • • • • • •• • • • • • • • • ••• • • ••• • • • •• • • • • •• • • • • •• • • • • • • • • • • • • • • • •• • •• • • • • •• • • •• • • • • • • • •• • • • • Q.PRO-G4.X • Q.PRO EC-G4.X • Q.PRO BFR-G4.X • Q.PLUS B - 4.X rf. Valid for Africa,- A'sia Euro-P e; Latin-AmerieafSouthEAmerica '`?y Lam...... �.. a. _...<6_.�i 7-7 - 4i t Ar 4t S (ELIS. Engineered in Germany 2 PLANNING TABLE OF CONTENTS 1 INTRODUCTION 3 5 2.1 Technical specifications 5 2.2 Requirements 6 2.3 Mounting options 7 2.4 Electrical layout 10 3 INSTALLATION 11 3.1 Safety and transport 11 3.2 Preparation of installation 13 3.3 Module installation 14 4 ELECTRICAL CONNECTION 15 4.1 Safety 15 4.2 Electrical installation safety 16 4.3 Connection of modules 17 4.4 After installation 18 5 GROUNDING 19 6 FAULTS AND DEFECTS 19 7 DISPOSAL 19 8 MAINTENANCE AND CLEANING DOCUMENT REVISION 03 This Manual is valid for Africa, Asia, Europe, Latin America and South America as of February 1. 2016 for Q.PRO-04.X, Q.PRO EC-G4.X, Q.PRO OFR-G4.X, Q.PLUS BFR-G4.X solar modules, and replaces all earlier versions. This Installation manual is valid for all module versions of generation G4. The X in the module name Indicates the product version (0-9). Technical parameters and the design are subject to change. The data sheets and customer Information valid at the point in time when the relevant module was manufactured apply to the installation, mounting, and maintenance procedures for the respective solar modules 2 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA O CELLS GMBH — EN INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA O CELLS GMBH — EN 3 20 0 •.• . . • • • • . • • • • • • • • . • . • • • • • • • • • • . • . • •. ••• •. •• • • • • •. . •• • • • INTRODUCTION With solar modules from Hanwha Q CELLS GmbH (hweafter referred to as "Q CELLS") you can direetll tangle the. sun's limitless energy Into environmeniallyiriendll solar electricity. • • • In order to ensure the maximum performance of your Q CELLS solar modules, please read the following instructions care- fully and observe all guidelines. Non-compliance may result in damage and/or physical injury. • • • •• This installation and operation manual (Iereafter ally referred to as the "Manual") provides instfJ!tior15•fdf the safe installation and operation of crystalline solar modules. Please read these instructions carefully before proceeding with your installation. 4. Please retain these instructions for the life of the solar modules. 4 Please ensure that this Manual is available to the operator at all times. 4, This Manual should be given to all subsequent owners or users of the solar modules. 4 All supplements received from the manufacturer should be included. 4 Please observe all other applicable documents. . If your questions are not satisfactorily answered in the manual, please contact yotir system supplier. Additional information can be found on our website at www.q-cells.com. Intended Use This manual is valid for Africa, Asia, Europe, Latin America, South America. These instructions contain information regarding the safe handling and use of quality crystalline solar modules from Q CELLS and for their installation, mounting, wiring, maintenance and disposal. Symbols and Labels The following symbols and labels are used throughout the Manual for ease of use. SYMBOL D ESCRIPPTION lt aProcedure,wlth one or more steps. 1 Lists of itemT s Y t Zia .� Ensure that when carrying out a pro- . cedure, you ch-eck`the results of said procedure:.-41 -go LI Prohlbited.a l Bum* of possible danger or damage. •Categar:s: ti•• • Banger: ylskpf fatal injury • .1ttleciorf Bilk of serious injury or damage to property • Note: Risk of damage to product • •9efeey tiegttiatians• • • �Iy pa&iclIIar t eriQstallet as well as the operator of a • (}toddle iiiresiPonsibleitor compliance with all applicable • statutory requTrerrff:nts a litregulations. 4, Unless otherwise specified by any laws or regulations, the following stipulations must be upheld at all times during the installation, operation, and maintenance of the solar modules: • This manual. • Other applicable stipulations (such as country -specific regulations for pressure equipment, operational safety, hazardous goods, and environmental protection). • Regulations and requirements specific to the system. • Any applicable laws and requirements, in particular,. international, country specific, regional laws and stipulations governing the planning, installation, and operation of solar power systems and work on roofs. • Any valid international, national and regional regulations governing work with direct current, especially those applicable to the installation of electrical devices and systems, and regulations issued by the respective energy provider governing the parallel operation of solar power systems. • Any international, country specific and regional accident -prevention regulations. • Other applicable stipulations provided by the relevant national institutions regarding safety in the installation and operation of electrical items. For example, in Germany the Bau-Berufsgenossenschaft (German institution for statutory accidence insurance and prevention in the building trade). Qualified & Skilled Personnel Both, the installer and operator are responsible for ensuring that installation (including connection to the grid), maintenance and dismantling are carried out by trained and qualified specialists with approved training certificates (issued by a state or federal organization) for the respective specialist trade. Electrical work may only be performed by an officially certified tradesperson in accordance with the stipulations applicable in the relevant country with regard to norm and regulations (in Germany e.g. DIN norms, VDE regulations) and the stipulations of the local grid operator and/or energy provider. INTRODUCTION Validity These instructions are only valid for crystalline solar modules from the company Q CELLS. Q CELLS assumes no liability for damage resulting from failure to observe these instructions. Please observe the wiring and dimensioning of the system. 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. QCELLS accepts no other responsibility for the functionality and safety of the modules. 4 Please observe the instructions for any other sys- tem components that may be part of the complete solar power system. It may be necessary to carry out a structural analysis for the entire project. Additional information for the Operator Please keep this manual 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: ;DOCUMENT TYPE • Productdata, hee Packaging and transport information 4 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA O CELLS GMBH— EN PLANNING 2.1 Technical specifications For additional information see the relevant datasheet of the module provided at www.q-cells.com. 1PRODUCT kl,t10161111.11 Type Area'[m2] s Frame height [min] srQr.PRO7G4.X./ Q.PRO. EC G4 XO:PRO BFR=G4'.X1 Polycrystalline 32 Weight Ikg] ° 18.8, Max. system voltage Vmo(V] ,1000~ Max: reverse current (A)r 20 Permissible temperature range. '-40 °C to +85 °C ( 40.,Fbis +185 °F)• Junction box protection class. .IP.67.with•bypass diode •" Connector protection class " "`IP68 V Fire class- C .Snow load ENE 5400, -Wind load [Pa]' f.4000' Certificates VDE Quality Tested2; CE-compliant; IEC 61215 (Ed.2) see page 9 et sqq.; ,IEC 61730 (EddYApplication Class`A 'Test -load in accordance with. IEC 61215 .except Q.PRO. EC-G4 Xr— �Q.PLUSsBFR-G4,X— `"Q.ANTUM 1 1'.67 , • .21 , a IMO 4. + 90 WY I. + n"... uw "! n..m."wm.mnuin .. •m....j in DETAIL • bs mm =O~I..,. 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 •• Fig. 2: External dimensions (in mm) and components for Q.PRO-G4 (with 1170 mm fastening point distance) ism IP68 C i541304, E4000� ••• • • • • • • • • • • •• • • •• • • • • ••• • ••• •• • •• •• •••• •• • • • • • • • • • INSTALLATION AND DPERATID: MANUAL f OLti NWES GF:IERAI1ON i (GL — HANWHA 5 CELLS GMBH — EN 5 • •• •• • • • •• •• iv** • • • ••• • • PLANNING 2.2 Requirements Installation Site Please note the following guidelines that apply to the installation site: • The modules have been tested according to IEC 61215 for operation in a temperate climate. • Solar modules are not explosion -proof and are not suitable for use in explosive environments. 4 Do not operate solar modules near highly flammable gas and vapors (e.g. gas tanks, gas stations). 4 Do not install modules in enclosed space. 4 Do not install modules in locations where they may be submerged in water for lengthy periods (e.g. floodplains). 4, Do not use modules as a substitute for the normal roofing (e.g. modules are not rainproof). 4 Do not install modules in close proximity to air conditioning systems The solar modules are designed for the following applica- tions: • Operating temperatures from -40 °C to +85 °C (-40 °F to +185 °F). • Wind loads up to max. 4,000 Pa and snow loads up to max. 5,400 Pa (Test -load in accordance with IEC 61215, see chapter 2.3 mounting options). • Installation using a mounting frame for solar modules. Prevention of Shadowing Effects Optimal solar irradiation leadsto maximum energy output: + For this reason, install the modules so that they face the sun. 4 Avoid shadowing (due to objects such as buildings, chimneys or trees). -I Avoid partial shading (for example through overhead lines, dirt, snow). Mounting Frame Requirements The Modules shall be installed and operated on mounting frames that comply with any applicable laws and stipula- tions as well as with the following: • Conform to the necessary structural requirements. • Compliant with local snow and wind loads. • Properly fastened to the ground, the roof, or the facade. • Forces acting on the module are relayed to the mounting substructure. • Ensures sufficient rear ventilation of the module. • Guarantees long-term stability. • Avoid the usage of different metals to prevent contact corrosions. • Allows for stress -free expansion and contraction due to temperature fluctuations. 4 Ensure that no mechanical stresses (e.g., caused by vibrations, twisting, or expansion) are generated on the module. Ensure that the clamps and the mounting frame are compatible. I Clamp System Requirements Use customary clamps that satisfy the following require- ments: • Clamp width: 240 mm. • Clamp height compliant with a 32 mm frame height. • Clamp depth: 7-12 mm. • Clamps are not in contact with the front glass. • Clamps do not deform the frame. • Clamps that satisfy the structural requirements of the installation site. • , Long-term stable clamps that securely affix the module to the mounting frame. Module Orientation Requirements • Vertical or horizontal installation is permitted. 4 Ensure that rain and melting snow can run off freely. No water accumulation. -I Ensure that the drainage holes in the frame are not covered. No sealing. Jb as_ -I Maintain the permissible angle of inclination. • Minimum angle of inclination: 3° • Maximum angle of inclination: 75° -I Follow the directions for installation angles < 5° ("Grounding", p. 19) WORM Imememotiommumwmomewommommaiviwaviet 75° !" C.'711+ 3°i 6 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH- EN Fr - PLANNING ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • • • •• •• • • • • •• • •••• •• •• • • • • •• • •• • • • 2.3 Mounting options Fig. 3: Installation options for crystaline Q CALLS modu(4. All diglensions eiyen irymm. Also observe the allowed static loads and c12Mp�i!g rarlras spectieden th&following par! • • The illustrated installation &pores apyy fori3ottbhoryzontaCand vertical modu: orjentation. • Module ® Clamp• • • • • I Stocittrugo♦ • • j!dout .grofile tTYPE OF� INSTALLATION POINT MOUNTING SYSTE INSTALLATION - , w- • WITH CLAMPS G.PRO-G4.X • Q.PRO ECG4.X 2so9 s0 • `_`�C�': Q.PRo OFR•G4X::�":.7 • • •.. Q.PLUS BFR-G4,X "-' -` HYBRID CLAMPING Q.PROG4.X Q.PRO ECG4.X INSTALLATION ON MOUNTING POINTS INSTALLATION" " WITH INSERTION, Q.PROG4.X PROFILES" "O.PRO EC-G4.X ;NOT PERMITTED Q,PRO BFR-G4X Q.PLUS BFR-G4.X`. Q.PRO BFRG4X Q.PLUS BFR-G4.X Q.PRO-G4.X• Q.PRO EC-G4.X Q,PRO BFR-G4X 345 Q.PLUS BFR-G4.X •, •• •0 •, cu vu.•.me 1 LINEAR OUNTING SYSTEM • • •• • • -• • • • • • • 4 s Fastening points • • • 230000 • • IPl • a 1� Nate please check Q.PROG4 module version for fastening point distance (long edge with 980 minor 1170 mm possible) n3 0.300 1-J n. IP2 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA O CELLS GMBH - EN 7 PLANNING Specifications 2.3 Mounting options ,OU MOUNTING ON CC�`ING AREAP [MMI Q.PRO-G4.X 1CL1 ' `Push 'r250-3507' Q.PRO EC-G4 X,- Q.PRO BFR-G4.X , .y_ >3-50. 450' Q.PLUS BFR=G4.X, - ' Pull 250 - 450 CL1 extended ' Push, 250 - 350 • (min. 20'mm) >350 - 450. Distance betweenouteredge ofmodule and middle of the clamp. ' Describes themaximum module surface load (vertical to the module surface) regarding safety factors (e.g. EUROCDDE): For: this -Purpose, the load value determined. by load tests according to various criteria: laminate overlay; plastic,:deformationmodule ,failure, and were divided with -a safety factor. The minimum calculated load value corresponds to the maximum permitted load CL3, Pull' Push .Pull 250 -450 e 250-450• 250 - 450 CL4 Push 0 - 300 ALLOWED STATIC [llLOAD .[PA) .2700 1900 2400. 3600` 3300 2400 3300 '2400 1350 Pull ' 0 - 300:. 1200 FBI APush?i;2200 iPUII , 345 2800," ,FB2! J t Push ' 345 3200' ] Pull 145 '2800' 11,7131 •r. i4Push 6250 -2900 ) (P501mm) 4 Pull 1.250 V 2800 kFB2 �• eush 1 250 3200 ^ 1r• h �( Pull �a 4-- u-v-210_ 7i' 7' 5400/40 t50 mm) Z�IIIP14 y -'1 Push L= /� 1,0200T ti 3..•. .. - -- ' ' 5400/4000 - r'24-00/2400 ' [TEST-LOAD4ACCIIEC 661215 PUSH/PULL[PA], PLANNING 2.3 Mounting options MOUNTING OPTION CL1r`-- -_.+-� •• '7'1 --'• ' "' )3'Ensure that thedoes subconstructionnotrun'belowthejunction'box� s s 4, Ensure- that the connection cables of the'junction box don't run'between laminate and substructure. •t n _ 1MOUNTINGOPTION CLI'EXTENDED - Ensure; that there's a distance of minimum 45 mmt between laminate backside and' subconstruction'respectively 5400/4000 that the distance between module frame backside and substructure is'minimum'20 mm, • Ensure, that the connection cables of the junction box don't run between laminate and substructure. AMOUNTING OPTION CL4 S 4' Ensure, that thesubconstruction runs exactly below;the frame, not below the laminate (module less frame). 5400/4000- ', MOUNTING OPTIONS FB1 AND FB2 '4 Ensure?that the connection cables of the junction box'don't-run between"laminate and substructure. 31 Pull - .r3000 -• 1 Push - - 1350; 'FPullti `1200 ;YCL5hybrid/ Push __300-400 2700 ), clamping `'•[-l- ---.. "__ . t Pull, ,300 400 X2700 CL2Without ''iEPussh, 0 100 ct substruure =� • -� �, 2400/2400 :uPPon la Pull '0 - 100 1100, ~ k� 2400/2400' 5400/4000 5400/4000 .,i 5400/4000' ro n2400/2400, 8 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA O CELLS GMBH - EN Use M8`corros n-proof. screws and ashers (diameter 16 mm): • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION AND OPERATION MA UAI SG AR1VIEOLES 0ENER010114 04) - HANWHA O CELLS GMBH - EN 9 • •• •• • • • •• •• ••• • • • ••• • • PLANNING 2.4 Electrical layout Module Selection For detailed key electrical data, please refer to the actual data sheet referring to the relevant Module (available at www.q-cells.com). 4 Only connect modules of the same type and the same power class. Safety Factor During normal operation, a module may generate a greater current and/or higher voltage than that determined under standardized test conditions. Please use a safety factor of 1.25 for the following: • Calculating the voltage measurement values (V.) of components • Calculating the current measurement values (Iu) of conductors • Sizing of control systems connected to the outlets of the solar modules 4 Please follow the valid national guidelines for the installation of electrical systems. Series Connection Connection of modules in series is only permitted up to the maximum system voltage as listed in the applicable data sheet of all the relevant modules to be installed. Take into account all possible operating situations and all relevant technical norms and regulations when designing the system. It has to be ensured that the maximum system voltage, including all necessary safety margins, is not exceeded. 4 Take the voltage limit of the inverter into account when determining the maximum number of modules in the string. Parallel Connection Modules may be damaged by the occurrence of reverse currents (caused by module defects, ground leaks, or defective insulation). 4, Ensure that the maximum reverse current load capacity indicated in the data sheet is met. In order to limit reverse currents that may occur, we recommend using the following safety options: 1) Layout with a limited number of parallel connected strings: Without undertaking further current blocking measures, a maximum of two module strings may be operated in parallel on an inverter or MPP tracker. 2) Layout with string fuses: place fuses for each string of modules at the plus and minus ends. Observe the maximum permitted number of strings as indicated in the specifications provided by the respective string fuse manufacturer and the technical guidelines. NOTE! When installing different product versions, the lowest minimum permitted reverse current load capacity applies. Inverters Inverters with or without transformers may be used. 10 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)- HANWHA Q CELLS GMBH- EN INSTALLATION ••• • • • .•• • • • •• •• •• • • •• •• • •• • •• • •• •. •• •• • • • • •• • •••• •• •• • • • •• •• • •• • • • 3.1 Safety and transport A4, Ensure that all perso.nebare ava•e of • and adhere to accid ent•peventtbn ans safety regulations. • 4 While working wear clegn gloyee. • 1 •• • • .` • • ro ` •• ij � o �.. 1- ry s = a0D -,--d!=p :- .. _ 4.0 4 Inspect the packaging for damages. 4 Contact the transport company regarding any damage to the packaging. 4 Follow any instructions on the packaging. -.. Q CELLS. 11 F• `•e I e.. ' - .t ' -X.,....`.7 -r 1 6" 4 Leave modules in their original until installation. packaging 4 Store the modules securely in and dry rooms. The packaging weatherproof. cool is not (1) -: _,..*. . CELLS/• 11 rf e ti, • • •. •• •• • •• • j ••• • DANGER{ Risk oifatal injury due to electric •shock! • • • • + to apt isstalidamaged modules. • • • 4 Inform yowl distributor of any damages immediately. ■n■n# 1.11111.0:• • • ■■■® " 'i!lll!II � Oil • 4■■e®®11 I■■I0100® ■■■■■■ • _- v 11.� N., 11.11E111■ ■■■0■■ DANGER! Risk of fatal injury due to electric shock! 4 Cover the modules with an opaque material during installation. ® WARNING! Fire Risk! + Do not install modules indoors. 4 Do not install modules on moving objects. ilik 1l(1 ku (5) ®®, s O �O INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN 11 INSTALLATION 3.1 Safety and transport eOANOTE! Module damage may occur! 4, Never lift the with the or move module connection cables or junction box. . Carry modules upright and horizontally as shown. RA r•-. 0 pi A i f \ ‘,-�!# • .d 11 NOTE! Module damage may occur! 4 Do not drop modules. 00®0 I� o� 00000�00. IA 001 0.0,40k isi ititi �� NOTE! Module damage may occur! 4 Do not stack modules. (S , „hit ,.. I, x_ t ma T,f NOTE! Module damage may occur! 4 Never step on modules. 4 Do not subject modules to any mechanical stress. 4 Do not allow any objects to fall onto modules ® \ , \ \ __',_--,cr':.7-_! I , _...._- ifli NOTE! Module damage may occur! 4 Only to the make modifications module which have been confirmed in writing by Q CELLS. 5 Yy Q CE I15 �{ ° confirrnatlon- 1 ette'i • r. rsrf.--aer t4 • A. '; 0 ..L' •a if NOTE! 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. 1011.11111. la WW1— 1 *1 * �AO00* .`e*! ®o Pk r $ 12 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) - HANWHA Q CELLS GMBH - EN INSTALLATION 3.2 Preparation of installation EDANGER! Risk of fatal injury due to electric shock! 4 Block off the installation zone. 4 Keep children and unauthorized individuals away from the solar power system. f_- ila oe ga. \tti '. _�. q`,��.- - fi DANGER! Risk of fatal injury due to electric shock! 4 Only use dry, insulated Aks,-.7 ligto it tools. 0 afa DANGER! Risk of fatal injury due to electric shock! + Ensure that modules and tools are not subject to moisture or rain at any time during installation. •• ••• ciCt, 11111111111111111 IIIMI1®®® /Nl®®®® 1XWNIIR•IiiiiiiL�`' INN®Nr •••.: • • •• • • •• • • • • •• r,f WARNING! Risk of injury due to falling modules! 4 Secure modules during installation. 4 Do not install modules in windy or wet weather. r4\rril--.4:: Mist 4 Do not carry out the installation alone. Cilik, Ak EA IF a `g. ®YY®IBA vim- \. NDilN® 11111111111111 J� ti .sNMN aaala n • Only install undamaged modules and components. 4, Do not modify the module (e.g. do not drill any additional holes). • • • ••• • • • •• i' 11 ••• • :.; I a r I4 . i . • • • • I 1 i ' I it • • i I i i • • • • r I I t ••• • • • • ••• • • • • • • • • • • INSTALLATION AND OPERATION MAIVAI•SO:AR IIIQ! LES ! NER/it1014 (Q4) - HANWHA Q CELLS GMBH - EN 13 • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION 3.3 Module installation 11 l�l. \\\\\\\\\\\\\\\\ d_f� VIIIIILV-0Visimv/-�-Mile Option 1: 4 Fasten the module with 4 clamps in the specified clamping range, see p. 7. + Tighten clamps according to manufacturer's instructions. \,1 MINI y bY� Option 2: al -) Install the module at the 4 mounting points, see p. 7. 4 Tighten clamps according to manufacturer's instructions. WIIIIIIMIIIIIIMON 8IIIIaVillqq Ittlik may=,-\ 1111 Option 3: 4 Install the module using mounting profiles, see p. 7. 111. ifiH_ oimiossawko_ \ 4 Maintain an interval of at least 10 mm between two modules. NOTE! Module damage may occur! - Do not subject modules to mechanical tension. Max. torsion 10 mm/m. 14 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN ••• • • • • •• •• • • • •• • • • •• •• • • . •••• • •• •. •• • ••• • . • . • ELECTRICAL CONNECTION ••• . • • • • •• • ••• • • • •• • • •. •• • • • • • • 4.1 Safety DANGER! • ♦•♦ • Risk of fatal injury due to ilettric sock! . • • • • • • • • When disconnecting an electric circuit carr}rr: direct • • • current, electric arcs can occur that may result in life -threatening injuries. 4 Do NOT unplug the cable when undyf jpad. • • • • • 4 Do NOT connect any exposed cable end!! • • • Do NOT touch the poles at the same me. • , • • • • • • A solar module generates electrical current and voltage • even at a low intensity of illumination. Sparks and electric arcs may result from the separation of a closed circuit. These can result in life -threatening injuries. The danger increases when several modules are connected in series. 4 Please be aware of that the entire open circuit voltage is active even at low levels of solar irradiation. 4 Please follow the valid national regulations and safety guidelines for the installation of electrical devices and systems. 4 Please make sure to take all necessary safety precautions. With module or phase voltages of more than 120 V, the extra -low voltage range is exceeded. Ht Carry out work on the inverter and the wiring with extreme caution. 4 Ensure that the modules are disconnected at the inverter prior to separation. 4 Be sure to observe the specified time intervals after switching off the inverter. High -voltage components need time to discharge. DANGER! Risk of fatal injury due to electric shock! 4 Only use dry, insulated tools for electrical work. 'i:15 2ANGEII:Ris:of satal injury due to electric s'hoC! • • 4 Ifevefopdh tlit junction box. 4 Ch!nge of bypass diodes is only allowed by qualified and trained personnel in disconnected and covered state. • • .• • • • • • • • • • • • • • • I iDANGER! shock! Risk of fatal 4 Never touch live hands. 4 Do not touch time. 4 Cover connec caps until installation. injury due to electric contacts with bare he poles at the same ors bysuitable protective Ell ��®®® HRU ��n.0 MINIM ME1a10® OHO®111® ®im® DANGER! Risk of fatal injury due to electric shock! • Insulate any exposed cable ends. 4 Only connect cables with plugs. 0 0 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA O CELLS GMBH — EN 15 ELECTRICAL CONNECTION 4.2 Electrical installation safety DANGER! Risk of fatal injury due to electric shock! 4 Ensure correct polarity. I ::© • . -_...ep. -•... -- "-'.- i m ®� DANGER! Risk of fatal injury due to electric shock! •, Be sure to maintain the time intervals as specified by the inverter manufacturer between'switching off the inverter and beginning any further work. L/ Tr _ 0 .1111P,. trlADANGER! Risk of shock! 4 Never unplug 1. Switch off the fatal injury the cable inverter. due to electric when under load. OFF IN +¢ 1111 11111 11111 1I111 I1111 11111 11111 11111 11111 11111 11111 11111 11111 iD 2. Cover the modules to be disconnected. T - i3. Switch off the DC circuit breaker. 4 Disconnect plugs by the use of appropriate and qualified tools of the manufacturer Tyco, Amphenol or Multicontact. x1....‹--- X 16 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA 0 CELLS GMBH — EN ELECTRICAL CONNECTION 4.3 Connection of modules i 4 Use solar the junction 4 Use the cables for the connection at box outlet. same, inverter -compatible plugs. �� ■■■■ ■■■■■ 111111111111111 ■■■■® ■■■■® ■■■■■ ■■■■u mum ■■■■■ ■■■■� 40> - SOLAR--------------7 DANGER! Risk of fatal injury due to electric shock! 4 Ensure that all electrical components are in a proper, dry, and safe condition. IS) rK V J\ g 1 4 Ensure the plugs. for a tight connection between Plugs click together audibly. •• ••• • • • • i11vm Imo 1 \\ ••• Klict•' •• • • • • • •• • • •• • • •• •• MNOTE! Module damage may occur! + Ensure that the cabling is not under stress. 4 Ensure that the cables do not run between module and subconstrtiction (danger of pinch). I / im II in11 0 I.... __-.-.--- ffit 4 Do not connect orientations the same string. modules or angles with different of inclination in +— =UM NMI 11111 M IM ■Maui !MUM IIW1YHe MIMI MIMI Milli1NNH Yldl 11Y1!•� 1111111111 111®o 1111/ 111N1 1N11 3111N Nall 11111 lNll9 ioenma 11N11 11111 1/111 11111 11111 IMMIX�tiq�\ • 9111/ • Standard wiring with a return cable. • n •• • • • •• • • • •• • • • • rtir VIA • • • • • • • • • c • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION AND OPERATIA•fd MAI=UAL•S0tR IIIQDQLES GGNERP IO%4 (C4) — HANWHA O CELLS GMBH — EN 17 • •• •• • • • •• •• • • • • • • • • • • • • ELECTRICAL CONNECTION 4.4 After installation a4 Ensure that all necessary safety and functional tests have been carried out according to current industry standards. ,Q-CELLS- A ❑ w F —'/^ . CPO wore.., ❑. \I,f. A. Integrate the system into the existing' lightening protection system in pa�� WV accordance with the applicable local regulations. v�a`ete 00 ��awe. "moo �0� ��06 eve , • • . At 4 Ensure that the and/or hanging and moisture. I . ! z ! 1. cabling and is is not protected iljri ? ' 4... y 2 •+ exposed from �® r dirt NOTE! Module damage may occur! 4. Ensure that the plug connections are secured away from any water -channelling surface. 1111111111111111 ■�r11111 11 111111111111111111 s1 WARNING! Fire Risk! Do not use light concentrators (e.g. mirrors or lenses). 18 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4)— HANWHA Q CELLS GMBH— EN ••• • • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • a • • Protective Grounding • • • 4. The modules must be grounded g i tordagpe wit the • • local statutory regulations. • • • • • • • • • • • ••• • Functional grounding • When using an installation tilt of <5° a functional grounding at the negative generatorcinncefioi dust • • be implemented. • • • • 4, Ensure that the difference of pote•tral betwee• the • negative generator connection and tlie•PiV(Nli tier: MPP tracker of the respective inverters is 0 V. 4 Follow the directions of the inverter manufacturer. 4 Only use inverters which include lincensed grounding kits. • • •• •• • • • • • • • FAULTS AND DEFECTS DAILI:l • • • !Risk A }bta lnjttty due to electric shock! • • • • • 32 ! not attemt to fix'Any problems yourself (e.g., glass cracks, damaged cables). - Please contact an installer or Q CELLS Technical. oustor•er 9ervi•eeDepartment. • • • • • • • DISPOSAL 4. Do not disconnect modules by yourself. ▪ Please contact an installer or Q CELLS Technical Customer Service Department. + Dispose of modules in accordance with the local disposal regulations. INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN 19 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 The system should be inspected by an installer annually to check the following: • all system components sit securely and are corrosion free. • the connection is secure and all electrical components are clean and undamaged. Cleaning r l WARNING! Risk of injury due to hot and live modules! 4 Only clean modules that have cooled down. °i Do not carry or wear any electrically conductive parts. WARNING! Risk of falling due to unsecured access! 4 Never access the installation area alone or without taking adequate security precautions. 4 Please commission a trade specialist. Clean the modules as follows: NOTE! Module surface damage may occur! 4 Remove snow and ice carefully without force (e.g. with a very soft broom). 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. 4 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. 4 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. • NOTE! Module 4, Do not is a risk 4.: damage may occur! clean modules with water if there of frost. 0 hi.I.Z111M177s7-il,\____.._......___r_77\_7___,...._._.--z:7, _�, RI4. Remove alcohol a soft 4 Do not high-pressure It1\ dirt with lukewarm water or based glass cleaner, a broom, or cloth. use tensides, scrapers, or any water cleaning equipment. � i \. w _ `1 �.o 4 Free the substructure from any dirt and debris (leaves, bird nests, etc.). ► r - h« T: 41 20 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4 (G4) — HANWHA Q CELLS GMBH — EN •• •••• •• •• •• •• •• ••• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • INSTALLATION AND OPERATION1 MAN:AL+SOL$R I t!) ES GtERA'QON•4 (4)— HANWHA Q CELLS GMBH — EN 21 • •• •• • • • •• 1• ••• • • • ••• • • ti Q.ANTUM The new Q.PEAK DUO BLK-G5 solar module from Q CELLS impresses with its outstanding visual appearance and particularly high perfor- mance on a small surface thanks to the innovative Q.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. dials ail 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: Ai Rooftop arrays on residential buildings Engineered in Germany • • .. . • go,,., Quality Tested www.VDElnlo.con, ID. 40032587 . .. . QCELLS E18.0 SECURITY ././(1 PIG 1ECHNOLOGY APi) ,.NOTSPOT PROTECT (HSI iRROaRLE GO UTY (tRP.O1 O TECHNOLOGY IPLillll APT test conditions according to IEC/TS 62804-1:2015, method B (-1500V, 168h) 2 See data sheet on rear for further information. QCEIIS • • 1MECHANICAL SPECIFICATION %1';=.,r a3 +°'err Y nqf : Format Weight Front Cover Back Cover Frame Cell Junction box Cable Connector 1685mm x 1000mm x 32mm (including frame) 18.7 kg 3.2 mm thermally pre -stressed glass with anti -reflection technology Composite film Black anodised aluminium 6 x 20 monocrystalline Q.ANTUM solar half cells 70-85mm x 50-70mm x 13-21 mm Protection class IP67, with bypass diodes 4mm2 Solar cable; (+) 1100mm, (-)1100mm Multi -Contact MC4, IP65 and IP68 1685mm 980 95 4 Mounting slats (DETAIL Al 1000mm a . Drainage hole. DETAIL Bm• • • -�m •2A.Smml{ • • • - �18.Smm • • • • • • • • • • I • • • • • • • • • • • _ • ELECTRICAL CHARACTERISTICS POWER CLASS 305 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W /-OW) Power at MPP' ppp P[W] 305 Short Circuit Current* Isc [A) 9.78 9.83 _ __ ___ - - = Open Circuit Voltage* V„[V] 39.75 40.02 4t)!2•J • • • 40.% • • •.- • • • Current at MPP* lDpp [A] 9.31 9.36 •9.41 • • 9.47• •••••• Voltage at MPP* Vypp [V] 32.78 33.12 3'3.46 • • 33.80 • • _ EfficiencyD rI [%1 > 18.1 >_ 18.4 ? lfi.! • 11113.0• • • MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC' Power at MPP' P•pp [W] 226.0 229.7 233.5 237.2 e Short Circuit Current* IsD [A] 7.88 7.93 7.97 8.02 VDc [V] 37.18 37.43 37.69 37.94 IA(pp [A] 7.32 7.36 7.41 7.45 - VNpp [V] 30.88 31.20 31.52 31.84 '1000W/r0, 25°C, spectrum AM 1.5G ' Measurement tolerances STCx3%; NOC*5% '800W/m', NOCT, spectrum AM 1.5G 'typical values, actual values may differ • • 310 Vi • • • 3209, • • • • • • • • • Open Circuit Voltage* Current at MPP* Voltage at MPP* 310 •3•14••• •B20• • • • -• • •91189 • • •994• Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE 10 15 20 .,m 'Standard vsnem'o-plan. wrm °ml:;, u55.5.15.55r. 20I.I TEMPERATURE COEFFICIENTS Temperature Coefficient of IsD Temperature Coefficient of Pwpp 25 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] V mm [%/K] a I I9 5 T r � 1 203 800 800 800 5000 IRRADIANCE WWI Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000W/m'). +0.04 Temperature Coefficient of V°, -0.37 Normal Operating Cell Temperature NOCT R [%/K] [°C] • •. • •• • -0.28 45 PROPERTIES FOR SYSTEM DESIGN .,.•: Maximum System Voltage Maximum Reverse Current Push/Pull Load (Test -load in accordance with IEC 61215) 1000 Safety Class 20 Fire Rating 5400/4000 Permitted Module Temperature On Continuous Duty I I C -4-0 °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 O CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-23444 I FAX+49 (0)3494 66 99-23000 I EMAIL sales@q-cells.com I WEB www.q-cells.com Engineered in Germany QCEIIS subject to technical changes ® Hanwha Q CELLS O.PEAK DUO BLK-G5 305-320_2017-07_Rev • Ay& IRONRIDGE ••• • •• .. • • • • • • • I nstaIlat »i IVta'r uas Tt.Leso • •••• •••• • .. . • • • • • ••• •• •S • • • •• • • • • • • •. •• • • • • •• ••• •• • • • • •• ilr IRONRIDGE Solar Mounting Solutions March www.IronRidge.com © 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 Os'tMas (both XRS and XRL rails). Due to its modular design, it can easily be used in any size installation. . • i. Installer Re ponsibility ....▪ T}ie instIlter'i: soleljrresp6nsible for: • Gopforining $o TV installer Responsibility section of the respective XR Solar Rail System Installation Guides: The SCR rail assembly is assembled first, and this guide functions as an addendum to connect that assembly •IrRidge Tilt Leg s. • . ♦ Confirming t tproyided Tilt Leg allows mounting modules at the desired tilt angle • . . .. . .. • • . .. 2. Customer Support IronRidge makes every effort to ensure your Tilt Leg is easy to install. If you need assistance at any point with your installation or have suggestions on how we can improve your experience, call IronRidge customer support: (707) 459-9523 3. Tools Required For Assembly The following tools are required to assemble the Tilt Leg: Tool Use for Wrenches Open-end wrench, Box -end wrench, or socket drive with sockets to support the following size hex heads: • 3/8" • 3/8 flange nuts, 3/8 bolts 4. Torque Values For Bolts Use the following torque values in this assembly. Bolt Size Required Torque Value • 3/8-16 180 in-Ibs. Note: Once the desired angle is achieved for the tilt array, tighten all bolts in the assembly to 180 inch-lbs. 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 S5 Serrated Flange Nut 4 25-2501-016 fi 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 24• Puce the Long Leg in the center of the U-Foot. • • Afign.the 4It of:he Long Leg with the hole in • • : • the 11-Foot. Insert a 3/8-16 x 2.5" hex head bolt • With washht3rifd the hole and loosely attach 3/8"flann'rfdt'. Do not tighten completely. • : Pim& the l.or •i Leg onto the roof north of the •• . • array. • •• •• • • • • •• .• •• •. . • • • • • . • . . • • • •. • • .• •. • • •• Fig. 3 3. Attach the Short Leg to the front XR rail in your XR assembly (created according to the XR Solar Rail System Installation Manuals) using the normal method of sliding bolts into the 3/8" channel (shown in same Installation Manual). Leave nut finger tight to assist in aligning with U-foot previously attached on roof. Fig. 4 4. Attach the Short Leg to the U-foot by aligning the hole in U-foot with the slot in Short Leg and inserting a 3/8-16 x 2.5" hex head bolt and washer. Loosely attach 3/8"flange nut as shown in Figure 5. Fig. 5 IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com 5 I Tilt Leg Installation Guide 5. For the final Long Leg connections, tilt the Long Leg of the XR assembly up and align the Long Leg slot with the 3/8-16 x 2.5" hex head bolt in the XR track as shown in Figure 6. 6. Once the desired angle is achieved, tighten all bolts in the assembly to 180 inch-Ibs. Fig. 6 • •••• • • • • •• • • ••• • .• • • •• • • • • • ..•. • • • _.r•:?•• 1 1 ••••� , - • .. •1•t• •,)•f••• •• • ...Nolo - • • • • • � •• •• •• • •• i•p• / • 1.1 / • • • * / • • •• •• ••••I•i• I 1 / • • • • 1 1 • / • • • •••1•t• •• • •• • • • • • • •• • IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.lronRidge.com 6 I Tilt Leg Installation Guide IronRidge 10-Year Warranty Terms and. Conditions .... .... • . • .. • . .. • fem.' The date of:ersf purchase ("Warranty Period"), when installed properly and used for the purpose for • .... which it is designed a pt for the finish, which shall be free from visible peeling, or cracking or chalking under • normal•ertmo;pherie mriftions for a period of three (3) years, from the earlier of 1) the date the installation of the • • •: Product is cgmpletedjN'.7 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). • • • • De FinIVI Rranty'ckaftpot apply to any foreign residue deposited on the finish. All installations in corrosive •. atmospheric conditiAns,arr excluded. The Finish Warranty is VOID if the practices specified by AAMA 609 & 610- .:.. D2 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by PUrchas'er foPkonRidge's aluminum based products. • .. • .. •. • • .. The warranty covers the replacement cost of parts to repair the product to proper working condition. Transportation and incidental costs associated with warranty items are not reimbursable. The warranty does not cover normal wear, or damage resulting from misuse, abuse, improper installation, negligence, or accident. The warranty does not cover any defect that has not been reported in writing to IronRidge within ten (10) days after discovery of such defect. Furthermore, it does not cover units that have been altered, modified or repaired without written authorization from the manufacturer or its authorized representative, or units used in a manner or for a purpose other than that specified by the manufacturer. IronRidge's entire liability and Purchaser exclusive remedy, whether in contract, tort or otherwise, for any claim related to or arising out of breach of the warranty covering the Mounting Structures shall be correction of defects by repair, replacement, or credit, at IronRidge's discretion. Refurbished Mounting Structures may be used to repair or replace the Mounting Structures. IronRidge shall have no liability for any injuries or damages to persons or property resulting from any cause, whatsoever, or any claims or demands brought against IronRidge by Purchaser, any employee of Purchaser, client of Purchaser, end -user of the Product or other party, even if IronRidge has been advised of the possibility of such claims or demands (collectively,'Third Party Claims"). This limitation applies to all materials provided by IronRidge during and after the Warranty Period. IronRidge 291 Shell Ln. Willits, CA 95490 (707) 459-9523 Fax (707) 459-1833 www.IronRidge.com sola SolarEdge Single Phase Inverters For North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A 1JS / SE7600A-US / SE10000A-US /SE11400A-US 41; RIM 4 • • The bet best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011 690.11 cornpliance • Rapid shutdown for NEC 2014 690.12 Superior efficiency (98%) = Small, lightweight and easy to install on provided bracket = 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 .. ' 4 • II • • 4 • • • • • • 1 ' • • • 1 ! , L , • . • • 4 • • • IL • • • • • • '----:0- AI- • ..• • • • 1---;:----; - - - - • c: • iii, . • 4 • • • • • • • 0 • • • • 6 • • • 1,-. 1---'04-•-• • •. • ,,- -••-::• • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • USA — GERMANY — ITALY — FRANCE — JAPAN — CHINA — AUSTRALIA — THE NETHERLANDS — UK — ISRAEL www.solaredge.us I. so ar Single Phase Inverters for North America SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US / SE7G00A-US / SE10000A-US/ SE11400A-US SE3000A-US OUTPUT SE3800A-U5 5E5000A-US SE6000A-US SE7600A-US SE10000A- US SE11400A-US Nominal AC Power Output Max. AC Power Output AC Output Voltage Min.-Nom.-Max!1) 183 - 208 - 229 Vac 3000 3300 3800 4150 5000 5400 @ 208V 5450 e240V 6000 6000 7600 8350 9980 @ 208V 10000 @240V 10800 @ 208V 10950 @240V AC Output Voltage Min.-Nom.-Max.t�1 211- 240 - 264 Vac AC Frequency Min.-Nom.-Max.w Max. Continuous Output Current GFDI Threshold ✓ •,/ • • • • ••....•. •d•••• • 11400 12000 • • VA VA ••vw• • • • d• • • • • 59.3-60-60.5 12.5 16 24 @ 208V 21 @ 240V 25 32 42 @•2910? 1 48 @2A, • Utility Monitoring, [standing Protection, Country Configurable Thresholds INPUT Maximum DC Power(STC) Transformer -less, Ungrounded Max. Input Voltage Nom. DC Input Voltage 4050 I 5100 6750 Yes 8100 Yes 500 10250 •• •• •••••• 16500 • •• • • • • • 716350 • • • • ..••.• • •• • •• • Max. Input Currentlzf Max. Input Short Circuit Current Reverse -Polarity Protection 9.5 13 325 @ 208V /350 @ 240V 16.5 @ 208V I 18 15.5 @ 240V iii 45 i e • • • • Hap •'i A • • •• • A••••• Ye W • •• • • Vd4ii••• Vdc 23 33 @ 208V 34.5 30.5 e 240V Mc Adc Yes Ground -Fault Isolation Detection Maximum Inverter Efficiency CEC Weighted Efficiency Nighttime Power Consumption ADDITIONAL FEATURES 600kn Sensitivity 97.7 98.2 98.3 98.3 98 98 98 97.5 98 97 @ 208V 98 e 240V < 2.5 97.5 97.5 97 @ 208V 97.5 la 240V <4 97.5 95 W Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data, ANSI C12.1 Rapid Shutdown - NEC 2014 690.12 STANDARD COMPLIANCE Safety Optiona1131 Yes Grid Connection Standards Emissions UL1741, UL1699B, UL1998, CSA 22.2 IEEE1547 FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range DC input conduit size / # of strings / AWG range Dimensions with Safety Switch (HxWxD) Weight with Safety Switch Cooling Noise Min. -Max. Operating Temperature Range Protection Rating 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG 3/4" minimum / 1-2 strings / 16-6 AWG 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 / 775x315x260 in / mm 51.2 / 23.2 54.7 / 24.7 88.4 / 40.1 lb/kg Natural Convection < 25 Natural convection and internal fan (user replaceable) Fans (user replaceable) < 50 dBA -13 to +140 / -25 to +60 (-40 to +60 version availabtel4j) °F / 'C NEMA 3R ltl For other regional settings please contact SolarEdge support. dl A higher current source may be used; the inverter will limit its input current to the values stated. 131 Revenue grade Inverter P/N: SEwocxA-USOOONNR2 (for 7600W inverter:5E7600A-US002NNR2). 141-40 version P/N: SFuuvxA-USOo0NNU4 (for7600W inverter.SE7600A-U5002NNU4). Svl Lr'.:. T_ ivuPi_ t Ft.t ,), Lgl •11P. rr�4ts9 rrsef rt'eS. �4t��RL?G N�tSr,A•4r11tn,h�d6Se3id!t, 6 Lric �dtr`�,rr Rr7r: 4) 1?ecflkema313 Ua'a,d, dBEilA Y at�aiJ� ? iir-n, u, 3f4.ru c1 i SolarEdge OpIiminf Module Add -On =or North America P300 / P320 / P370/ P400 / P40 PI- power op lril2ation ,at -di module -level Up to 25% more energy a Superior efficiency (99.5%) Mitigates all types of module mismatch losses; from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt ® Next generation maintenance with module -level monitoring Module -level voltage shutdown for installer and firefighter safety 00410, .. 0000 . .. •. • • ••. • •• •. . • • • • •• • I _i 4 • • • • • • ..•... • . .. 00 • . • • . • • .- 4-. • • 000000 - • - -„ • • ▪ • ▪ •-.. . . . . • • • USA - CANADA - GERMANY - ITALY - FRANCE -JAPAN - CHINA -AUSTRALIA - THE NETHERLANDS -UK- ISRAEL -TURKEY - SOUTH AFRICA - BULGARIA - INDIA www.solaredge.us solar dr So mEdge Power OptmIz Module Add -On for North America P300 / P320 / P370 / P400 / P405 !A. P300 (for 60-cell mod- ules) P320 (for high -power 60-cell modules) P370 (for higher -power 60 and 72-cell modules) P400 (for 72 & 96-cell inodules) P405 (for thin film modules) INPUT Rated Input DC Powerm 300 320 370 400 405 Absolute Maximum Input Voltage (Voc at lowest temperature) MPPT Operating Range Maximum Short Circuit Current (Isc) 10 48 8 - 48 11 60 8 - 60 Maximum DC Input Current 12,5 13.75 Maximum Efficiency 99.5 80 125 • • • • Vdc • • I.- • •• • WWI/ Ili II ii • • • 8-80 • • •12.5 - 105 Vdc • •••• • • •'•111 • 10.1 • • • Adc • •••••••• ir iv " 4 12.60 Adc • •11 WW• • • % • Weighted Efficiency 98.8 Overvoltage Category OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current Maximum Output Voltage OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE IN(ERTER.OFF) Safety Output Voltage per Power Optimizer STANDARD COMPLIANCE EMC 15 Safety RoHS INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 60 1 FCC Part15 Class B IEC61000-6-2, IEC61000-6-3 • • • • • • • • • • • • • • • • • • • • Adc • • • •••••• 85 •• • i • • • • • • • • • • IEC62109-1 (class II safety), UL1741 Yes % • • • • Vdc • • • • Vdc • • Compatible inverters Dimensions (W x L x H) 1000 Vdc All SolarEdge Single Phase and Three Phase inverters 128 x 152 x 27.5 / 5 x 5.97 x 1.08 128 x152x 35/ 5 x 5.97 x 1.37 128 x152 x50/ 5 x 5.97 x 1.96 mm /in Weight (including cables) Input Connector 630 /1.4 750 / 1.7 845 /1.9 gr/tb Output Wire Type / Connector Output Wire Length Operating Temperature Range Protection Rating MC4 Compatible Double Insulated; MC4 Compatible 0.95 / 3.0 MC4 / Amphenol AH4 Double Insulated; MC4 / Amphenol AH4 MC4 Compatible Double Insulated; MC4 Compatible 1.2 / 3.9 m /ft -40 - +85 / -40 - +185 /*F IP68 / NEMA6P Relative Humidity 0 -100 ill Rated STC power of the module. Module of up to +5% power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE INVERTER(2)(3) SINGLE PHASE HD -WAVE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) Maximum Power per String Parallel Strings of Different Lengths or Orientations 5700 (6000 with SE7600H-US) 8 25 5250 Yes 10 25 6000 18 50 12750 121For detailed string sizing information refer to: http://www.solaredge.com/sites/default/filesistring_sizing_na.pdf. It is not allowed to mix P405 with P300/P370/P400/P600/P700 In one string. 0 SolarEdge TechnologfeS, lac. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registeJecr trademarks of- Solar -Edge Technologies, Inc. All other radenlarks mentionedherein are trademarks of they respective owners Date. 03/-2017 M02. Subject to Change without notice • 3/22/2018 GAF 1 TOPCOAT Liquid Fabric Flashing Grade GAF (/) TOPCOAT `°' Flashing - Liquid Fabric Get Easy Pro Installation (/roofing/contractors) • • • • • •• • • •• • • • • Description TOPCOAT® Flashing - Liquid Fabric is a light gray, water -based, acrylic flexible liquid fabric seam sealer that does not require reinforcing fabric on properly fastened horizontal seams of metal roofs, therefore significantly less labor than the typical "3-Course" Method. This product can be used to seal properly fastened horizontal seams on metal roofs without the use of Topcoat Flashing Fabric when horizontal seams are properly secured as per product application specifications. Uses TOPCOAT® Flashing - Liquid Fabric is designed for use on metal, wood, and concrete to provide a strong flexible seal that will not become brittle. Do not apply at temperatures below 42°F. Substrate temperatures must be below 120°F when applying product. Advantages • Strong; forms a flexible seal that will not become brittle • Flexible; will expand and contract with metal roof • A time saver) Reduces horizontal seam labor up to 50%; up to 10% on the whole job • Ideal for properly fastened horizontal seams on metal roofs • Limited material warranty available for up to 10 years" • Guarantees available for up to 20 years" • Available in 5-gallon pails and 55-gallon containers For application questions, please contact GAF Contractor Services at 1-800-766-3411. Applicable Standards ASTM D-412, ASTM G-21, ASTM D-21-96, ASTM D-1475, ASTM E-1644, FTMS141.6271 Note: Repair leaks promptly to avoid adverse effects, including mold growth • • • • • • • • • • • • • https://www.gaf.com/roofing/commercial/products/elastomeric_liquid_membranes_coatjngs_sealants_adhesives/Ijqujd_fabric_flashing_grade 1/3 a 3/22/2018 GAF 1 TOPCOAT Liquid Fabric Flashing Grade *See warranties and guarantees for complete coverage and restrictions * *When used as part of a multi -ply system TOPCOAT`' Flashing - liquid Fabric Technical Data Application Rate: 5 gallons/125 lineal ft. of seam (6" wide) Application Method: Brush or airless sprayer Application Temp (air, surface): 42°F — 120°F Drying Time (75°F, 50% RH): Approximately 24 hours •••• ZtLcQrurpeided Wet toil Thickqess: 105 wet mils • • IR•cmr•ended 60 dry mils • • • • Total Shcids (by wei!lf)y "' 71.7 ± 2 • ' Total Solids (by volume): 55%±2% • • • • •••• 6 %iftc•L:Favity: • • ... • 1.35 ± 0.1 ' • Weight {per Gallo : 11.3 ± 0.5 Ibs • • • • • ElengItlen: • • • • 700% • Documents Brochures & Data Sheets u Codes - Miami Dade NOAs • TOPCOAT® Roof Membrane and Maintenance Coatings - Miami -Dade Approval 15-0128.09 (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_Barrier_Coating/TOPCOAT_Roof_Membrane_and_Maintenance_Coatings_M iami_Dade_Approval_15_0 Doc Type: .pdf • TOPCOAT® Silicone HS Elastomeric Coating (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_BarrierCoating/TOPCOAT_Silicone_HS_Elastomeric_Coati ng.pdf) Doc Type: .pdf • TOPCOAT® Waterproofing - Miami -Dade Approval 18-0119.11 (/Commercial_Roofing_Systems/TOPCOAT/TOPCOAT_Membrane/TOPCOAT_Waterproofing_Miami_Dade_Approval_ 18_0119_ 11.pdf) Doc Type:. pdf Safety Data Sheet (SDS) • TOPCOAT® Flashing- Liquid Fabric - MSDS #1051 (/Commercial_Roofing_Systems/TOPCOAT/TOPCOAT_Flashing_Liquid_Fabric/TOPCOAT_Liquid_Fabric_Flashing_Grade_MSDS_ 1051.pdf) Doc Type:. pdf Warranty Information • Weather Stopper® Integrated System Limited Warranty (/Commercial_Roofing_Systems/TOPCOAT/Weather_Stopper_Integrated_System_Limited Warranty.pdf) Doc Type: .pdf 4 Codes - Florida Building Code Reports • GAF Roof Maintenance Coating Systems - Florida Approval FL620-R15 (/Commercial_Roofing_Systems/TOPCOAT/Topcoat_FireOut_Fire_Barrier Coating/GAF_Roof_Maintenance_Coating_Systems_Florida_Approval_FL620_R15.pdf) Doc Type: .pdf • GAF Waterproofing and Plaza Deck Systems - Florida Approval FL4911-R 12 (/Commercial_Roofing_Systems/Ruberoid_Modified_Bitumen_APP_Membranes/Ruberoid Torch_Smooth/GAF_Waterproofing_and_Plaza_Deck_Systems_Florida_Approval_ Doc Type:.pdf AutoCAD Construction Details CSI Formatted Specifications https://www.gaf.com/roofing/commercial/products/elastomeric_liquid_membranes_coatings_sealants_adhesives/liquid_fabric_flashing_grade 2/3 3/22/2018 GAF 1 TOPCOAT Liquid Fabric Flashing Grade All documents are U.S. English unless otherwise noted © Copyright 2018 GAF I Privacy Policy (/About_GAF/Legal/Privacy_Policy) and Legal (/About_GAF/Legal) I GAF Canada (http://www.gaf.ca) I GAF U.S. (http://www.gaf.com) • • •• • • • • • • • • • • • • •• • • ••• • • • • • •• • • • • • •••• • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • https://www.gaf.com/roofing/commercial/products/elastomeric_liquid_membranes_coatings_sealants_adhesives/liquid_fabric_flashing_grade 3/3 gr JOSE D. GARCIA CONSULTING ENGINEER. LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Mlaml Beach, FI 33182 Tel: (305) 903-5708 Email: )parcla.peOoutook.com FLA. P.E. Licence No. 78456 Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 • ••• Job Name ' • •• • SOLAR PHOTOVOLTAIC SYSTEM .••••• ;•,,;• DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM • • • • • • TO THE EXISTING STRUCTURE .••.•• • • • • • • • • • .• • Job Address 1286 NE 104th STREET MIAMI SHORES, FLORIbA 33138 STRUCTURAL iREVI APPROVED THESE CALCULATIONS ARE IN COMPLIANCE WITH THE HVHZ PROVISIONS OF THE FBC 6th EDITION (2017) CODE,THE ASCE 7-10 ADOPTED STANDARD AND THE NSD FOR WOOD CONSTRUCTION - 2015 EDITION • • • • • • • • • • •• • • . • .•• • • • •• • • • • •.•.•• : . • • ••.... . • •.•.• •• •...• ...•.. • • • Page 1 J JOSE D. GARCIA CONSULTING ENGINEER. LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, FI 33162 Tel: (305) 903-5706 Emell: Jgarcla.peOoutook.com FIA.P.E.Ucence No. 78456 Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 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 5 3 DESIGN OF SCREWS CONNECTING BASES TO EXISTING STRUCTURE • 6 • • • , 4 BACKWARD CALCULATION TO DETERMINE MAXIMUM WIND LOAD CAPACITY • 8•; •. ... • • • 5 VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE ADDITIONAL DEAD LOAD •.$.. • ...... •• 6 PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD • •9 • • • • • • . • • • • •• . •••• • • •••• • • • • • • • •• . • ••••.. • •• • • • • ••• . • • ••••. • • • • . •••••• • • ••••• • • •••• .••• • • Page 2 MecaWind Pro v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 3/27/2018 Project No. : 18-064 Company Name : JDG CONSULTING ENGINEER, LLC Designed By : JOSE D. GARCIA Address : Address Description : VWL City : N. MIAMI BEACH Customer Name : RAYMOND ALLEMAN State : FL Proj Location : MIAMI DADE COUNTY File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Basic Wind Speed(V) Structural Category Natural Frequency = Importance Factor = Alpha = At Am Cc Epsilon Pitch of Roof D: Roof Len along Ridge h: Mean Roof Ht Wind Pressure on Components Procedure Open Building (Ch 27 Part 1) 175.00 mph II Exposure Category N/A Flexible Structure 1.00 Kd Directional Factor 11.50 Zg 0.09 Bt 0.11 Bm 0.15 1 0.13 Zmin 0 : 12 Slope of Roof(Theta) 25.00 ft L: Horizontal Width 11.00 ft Type of Roof and Cladding (Ch 30 Part 5) IIIjI{I iI = D No = 0.85 = 700.00 ft = 1.07 = 0.80 = 650.00 ft = 7.00 ft .00 Deg = 11.00 ft = MONOSLOPE • • • • • Monoslope Ronf All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = Description Width ft I = 3.00 ft Span Area Zone Cn Cn Max P Min P ft ft^2 Max Min paf paf FIELD PERIMETER CORNER 2.00 2.00 2.00 5.00 10.0 1 5.00 10.0 2 5.00 10.0 3 1.20 -1.10 42.02 -38.52 1.80 -1.70 63.02 -59.52 1.80 -1.70 63.02 -59.52 •• • •••••• • •••••• • • • • • • • • • • •••••• • • •• •• •••••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •••••• • •• • • • • •• • • • • •••••• • •• • • • • •••••• •: • • •••••• • • ••••• • • ••••• •••••• • • 000000 • • •••••• • MecaWind Pro v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 3/27/2018 Company Name : JDG CONSULTING Address : Address City : N. MIAMI BEACH State : FL Project No. : 18-064 ENGINEER, LLC Designed By : JOSE D. GARCIA Description : HWL Customer Name : RAYMOND ALLEMAN Proj Location : MIAMI DADE COUNTY File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Other Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon B - Horizontal Dim. W - Sign Depth Bs- Ratio of B / S E - Solidity Ratio Structures 6 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 Design Wind Pressure - Other Structures Elev Rz Rzt qz ft pef 11.00 1.03 1.00 of Gustl or Gust2 W Pres_Cf( 1.95) pef 41.193 68.28 = 0.85 D No 0.85 700.00 ft 1.07 0.80 650.00 ft 7.00 ft 11.00 ft 0.13 ft 0.01 .00 ft, • • • • •• • = 7.00 ft = 0.19 = 535.47 ft = 0.97 = 0.91 = 0.85 Note: W_Pres_Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls Cf - Force Coefficient Rd - Reduction Factor (1-(1-E)^1.5) Kz Kzt Qz Wind Pressure at Elevation 11 ft = 1.95 = 1.00 1.03 = 1.00 = 41.19 psf = 68.28 psf •••••• • •••••• • • • • • • • • • •••••• • • •• •• •••••• • • • • • • • • • • •• • Notes: 1) Signs with openings comprising < 30% of gross area are 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 from Cf Kz Est Qh Wind Pressure @ Distance leading edge ft Force Coeff. psi psf From 0 to 0.1 4.17 From 0.1 to 0.3 2.57 From 0.3 to 0.4 1.97 From 0.4 to 0.5 1.69 From 0.5 to 0.7 1.63 From 0.7 to 1.3 1.01 > 1.3 0.55 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 41.19 41.19 41.19 41.19 41.19 41.19 41.19 RdC - Reduction Factor for Case C (1.8 - S / Ht) Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. 146.01 89.99 68.98 59.17 57.07 35.36 19.26 1.00 • • • • • • • • • • • ••• • • • • • • • • • •••••• • •• • • • • •• • • • • •••••• • • . • • • •• • •••••• •• • • •••••• • • ••••• • • ••••• •••••• • •• •••••• • • •••••• • • JOSE D. GARCIA CONSULTING ENGINEER LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, FI 33162 Tel: (305) 903-5706 Emell: )parcla.pe@ou5ookcom FLA. P.E. Licence No.78456 FCHAPTER 2: DESIGN LOADS [PHOTOVOLTAIC MODULE SPECIFICATIONS ] PV Module Brand = Type = Series = PV Module Height (H) _ PV Module Width (W) _ PV Module Depth (L) _ Operating Weight (Wt) _ Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 See panel Cut Sheet Document Solar Module See panel Cut Sheet document 0.125 3.33 5.42 41.89 All Structural calculations are made for worst case condition 1 ft ft ft Ib Lag bolts inside wind Zone 1 & 2 - Tributary Area=12 sf - 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 1.16 597.16 'FIND TENSION APPLIED EACH SCREW ( Tscrew) Number of screws per connection (# screws) _ Tension each screw= Tscrew = Tt / # screws = FIND LATERAL FORCE (Ph) Lateral Wind Pressure W = Lateral Trib. Area (worst case, Panel in wind zone 2) _ each connection Lateral Force = Ph = W *At = 2.00 298.58 68.28 Ib/sf psf psf Ib • • • . . •. . •••.•. • 53.'S420• Qsf i •••. • . •••. •.•.•. • . •.• •. •...•. • • • • • • • • . .• • •.•. • • •.. • • • •• . • • • •..... • .• • • . . .• • u Ib/ per screw with wind load in tension psf 4'X0.125'= 0.5 34.14 Ib sf ...•.. •' • •.•••. • • 000000 • • •.... •.... •.•... • . • • • •..••_ • Page 5 JOSE D. GARCIA CONSULTING ENGINEER. LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beath, Fl 33162 Tel: (305) 903-5708 Email: )garcla.pealoutlook.com FLA. P.E. Licence No. 78458 1FINb SHEAR STRENGTHPPL AIED TO EACHCR SEW (Vscrew)) Number of screws per connection (# screws) _ Safety Factor = Shear each screw = Vscrew = Ph * SF / # screws = 2.00 1.67 28.51 u lb/ per screw Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 CHAPTER 3: DESIGN OF SCREWS CONNECTING BASESTO EXISTING STRUCTURE USING (2) LAG SCREWS PER BASE at 4° o.c. Diameter = Minimum thread penetration = Existing structure= 2" X 4" wood trusses at 24" o.c. 5/16 in 2.5 in • • • • • ••• • •••••• • 000000 •••• • • •••• •••••• • • •• •• •••••• • • • • • • • + • • •• • • • ••.. • ••• • • • •• • • • • •.•••• • •• • • • • ••• • • • • •••••• • •• • • • • •.•••• • •••••• • e •••••• • e ••.•• • • 00000 •••••• • • •••••• •••••i • • Page 6 J JOSE D. GARCIA CONSULTING ENGINEER, LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beech, FI 33182 Tel: (305) 903-5706 Email: iparcla.peetoutlook.com FLA. P.E. Lk:ence No. 78456 Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 LA(a SCKtW UtSi(aN APPLICABLE CODE(S) NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION ( 2015 EDITION) FLODIDA BUILDING CODE 5TH 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 12J) LAG SCREW THREAD PENETRATION (MIN.) FOR A 3" LENGTH SCREW (APPENDIX L - TABLE L2) 2.5" • 4 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 0.24314 = 1 0.1302 = 1 SCREWS PROVIDED 2 MINIMUM EDGE DISTANCE REQUIREMENTS FOR SCREWS WHEN L/D>=6 (TABLE 12.5.1C) L/D = 2.5"/ 5/16" = 8 AND 8 > 6 REQUIRED SPACING = 1.5 * D = 0.47" PROVIDED = 1.0" MINIMUM SPACING REQUIREMENTS FOR SCREWS WHEN L/D > = 6 (TABLE 12.5.1D) Lib = 2.5"/ 5/16" = 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. 4th. Ave. North Miami Beach, FI 33162 Tel: (305) 903-5706 Emeil: )gercla.pe. outlook.com FLA P.E. Licence No. 79456 Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 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 Toad = W = 2,456 Ib / 12 sf W = 204.67 psf Net Uplift That is why (2) lag crews (5/16" dia.) with 2.5" penetration to SYP at 12 sf tributary area per group of screws) have a wind load capacity of = 204.67 psf (Net Uplift) Actual wind load with Zone 1= 38.52 Zone 2 = 59.52 Zone 3 = 59.52 175 psf psf psf mph at 10 sf area OK, OK I' OK . • .. • . • . .... • • . ..• . ... • .. . . • .... • . • . .... • CHAPTER 5: VERIFICATION EXISTING STRUCTURE WILL ACCOMMODATE An5rffoNAC,e,1 DEAD LOAD j Existing structure superimposed load (estimated design load): Dead Toad = 25+10=35 psf Live Toad = 30 psf Photovoltaic module operating weight = 2.32 psf Safety Factor = 2 Additional dead load = 2.32 psf * 2 = 4.64 psf 4.64<25 • . . • . • • • • . ... .. . • • • ..• • • Page 8 JOSE D. GARCIA CONSULTING ENGINEER. LLC. CIVIL / STRUCTURAL 17440 N.E. 4th. Ave. North Miami Beach, FI 33162 Tel: (305) 903-5706 Email: Jparcla.peaoutlookoom FLA. P.E. Licence No. 78456 CHAPTER 6: PHOTOVOLTAIC PANELS ACTING UPLIFT LOAD. All Structural calculations are made for worst case condition Panels encroaching inside wind zones 1 and 2 Taken from sheet 5-2 - PV Modules Layout IPERCENT OF AREAS DISTRIBUTION (A) - WORST CASE CONDITION. J Panel area inside wind zone 1 = 0 Panel area inside wind zone 2 : 44 Panel area inside wind zone 3= 56 Total= 100 0 sf 7.92 sf 10.08 sf 18 sf WIND LOAD VALUES WITH 175 rmph AT A 10 sf AREA (P) Zone 1= Zone 2= Zone 3= 38.52 sf 59.52 sf 59.52 sf Job Name:R. Alleman Job Address:1286 NE 104th Street Miami Shores, Florida 33138 Job Number: 18-064 • • • • . • •. • ..• • . . .. • • •••• • • • • • • ICALCULATION OF THE WEIGHTED AVERAGE FOR PRESSURE ACTING ON THE PANELS (Pave) Pave= (A1% * P1) + (A2% * P2) + (A3% * P3) 100% Pave= 59.52 psf !PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) • • • • • • • • • •• • Panels UpliftDesign Load pressure (Pdesirn) must be >= 59'.52=psfall • • • • • • • • • • • • • • • • • • • •• . • • • . 7• • • • • • • • • • •• • • • • • • ••• • Page 9