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HomeMy WebLinkAbout2218 FARADAY AVE; ; CBC2019-0501; Permit~(Lrcity pf • Cáidsbad Print Date: 01/13/2020 Job Address: 2218 Faraday Ave Permit Type: BLDG-Commercial Work Class: Cogen Parcel No: 2122600200 Lot #: Valuation: $60,000.00 Reference #: Occupancy Group: Construction Type:. # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check # Plan Check #: Project Title: . ( Description: EMERALD SHORES: 60.8 KW ROOF MOUNT PV SYSTEM, 152 MODS Permit No: CBC2019-0501 Status: Closed - Finaled Applied: 10/21/2019 Issued: 11/05/2019 Permit - Finaled: Inspector: PBurn Final inspection: 1/13/2020 8:46:11AM Owner: * Contractor: EMERALD SHORES LLC c CARLSBAD SOLAR CORPORATION 7009 Rockrose Ter Kevin i Lynaugh CARLSBAD, CA 92011 858-349-2369 BUILDING PERMIT FEE ($2000+) $45d.30 BUILDING PLAN CHECK FEE (BLDG) •, $315.21 SB1473 GREEN BUILDING STATE STANDARDS FEE $3.00 STRONG MOTION-COMMERCIAL ' . $16.80 Total Fees: $785.31 Total Payments To Date: $785.31 Balance Due: $0.00 Please take NOTICE that approval of your project thcludés the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and filethe protest and any other required information with thetity Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. • • . . You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other simila application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. I • .- . p 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 I 760-602-8560f I www.càrlsbadca.gov I • , (City of Carlsbad ry BUILDING PERMIT APPLICATION B-I Plan Check(36(2?- 61;2551 Est. Value (eO (DC' PC Deposit Date Job Address 22 g fa,47 Suite: APN: CT/Project #: Lot #: Fire Sprinklers: yes / no Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: O Addition/New: Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes / No, if yes how many? o Remodel: SF of affected area Is the area a conversion or change of use? Yes / No IJ Pool/Spa: ___________SF Additional Gas or Electrical Features? I] solar:d.E) K/11ç' _.So Modules, Mounted(,/ Ground No, RMA: Yes Battery: Yes .Panel D Reroof: 0 Plumbing/Mechanical/Electrical Only: D Other: APPLICANT (PRIMARY) PROPERTY OWNER LL(. carlsbad solar corporation Name:____________________________ Name: PWC4 ) Address: po box 523 Address: 220 c:1irI...,4c_ carlsbad City: carlsbad State: ca 92018 Zip: City State: ca Zip: 72cl1 Phone: 760-826-9226 Phone: -760 - 4'?Y -76s Email: sandpeoplel@gmail.com Email: DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Address: City: 'Phone: Email: State: Zip: Name: carlsbad solar corporation dba carlsbad construction Address: p0 box 523 City: carlsbad State: ca Zip: 92018 Phone: 7608269226 Email: sandpeoplel@gmail.com Architect State License: State License:_1023872 Bus. License:BLRE - 2065 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Sectior 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-I Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: ci I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. I 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. 9204827 Expiration Date: 2-14-2022 O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $1110,000MO, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees CONTRACTOR SIGNATURE: A7' DAGENT DATE: A 2" (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: ci I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such i,ork himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phne / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/address/phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes ci No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ci Yes ci No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes ci No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREETO SAVE, INDEMNIFY AND KEEP HARMLESSThE CITY OF CARLSBADAGAINSTAU. UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PEAMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building orwork authorized by such permit is not commenced within l8O days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced fora period of ISO days (Section I06.4A Uniform Building Co e). APPLICANT SIGNATURE: DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingCarIsbadca.goV B-I Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 10/21/2019 Owner: EMERALD SHORES LLC Work Class: Cogen Issue Date: 11/05/2019 - Subdivision: Status: Closed - Finaled Expiration Date: 07/13/2020 Address: 2218 Faraday Ave Carlsbad, CA 92008-7234 • lVR Number: 22576 Scheduled Actual Inspection Type inspection No. Inspection Status Primary Inspector Reinspection Complete Start Date Date 11/2012019 11/2012019 BLDG-34 Rough 111437.2019 Partial Pass Paul Burnette Reinspection Incomplete Electrical Checklist Item COMMENTS Passed • BLDG-Building Deficiency No 01/09/2020 01109/2020 131-63-35 Solar 115846.2020 Failed Luke Storno Reinspection Complete Panel -. Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready No See punch list onsite BLDG-Final 115847-2020 Failed Luke Storno Reinspection Complete • Inspection S Checklist Item COMMENTS Passed BLDG-Building Deficiency No \ BLDG-Plumbing Final . No BLDGMechanical Final No BLDG-Structural Final No. BLDG-Electrical Final No -0111312020 01113/2020 - BLDG-35 Solar 116137.2020 - Passed Luke Storno Complete Panel Checklist Item COMMENTS Passed - BLDG-Building Deficiency Work not ready • No • • See punch list onsite • • BLDG-Final 116138.2020 Passed Luke Storno Complete Inspection • • Checklist Item - COMMENTS - - Passed BLDG-Building Deficiency - • No BLDG-Plumbing Final S - No • BLDG-Mechanical Final • No BLDG-Structural Final • - -No • BLDG-Electrical Final • • No EsGil A SAFEbuitttompany DATE: 11/4/2019 D APPLICANT - 0 JURIS. JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2019-0501 SET:I PROJECT ADDRESS: 2218 Faraday Ave. PROJECT NAME: Emerald Shores 60kW Roof Mount PV System 150 Modules The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are.resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck: The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Personcontacted: Telephone #: ate contacted:l -4.-( (byfl Email: all Telephone Fa In Person EMARKS: By: David Yao Enclosures: EsGil 10/23/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468.• Fax (858).560-1576 City of Carlsbad CBC2019-0501 11/4/2019 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0501 PREPARED BY: David Yao DATE: 11/4/2019 BUILDING ADDRESS: 2218 Faraday Ave. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PV Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance Type of Review: E1 Complete Review 0 Repetitive Fee Repeats 0-Other Hourly EsGil Fee * Based on hourly rate I I 0 Structural Only 1.5 Hrs.@* $90.00 I s135.00r Comments: Sheet of H H' iLcit . Y ~of C~Nb ad M~---- 4 VIM-5- ',4- Print Date: 01/14/2020 Permit No: PREV2019-0257 ) Job Address: 2218 Faraday Ave Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Status: CIosd - Finaled Parcel No: 2122600200 Lot #: V - Applied: 12/03/2019 Valuation: $ 0.00 - Reference #: Issued: 01/03/2020' Occupancy Group: Construction Type Permit 01/14/2020 Finaled: # DweIlin Units: ' ,Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: CBC2019-0501 Final * - Plan Check #: - . Inspection: Project Title: Description: EMERALD SHORES: PLAN CHANGES - ADD 2 NEW PANELS AND CHANGE INVERTERS • Owner: Contractor: / EMERALD SHORES LIC CARLSBAD SOLAR CORPORATION • 7009 Rockrose Ter Kevin J Lynaügh : • . CARLSBAD, CA 92011; • 858-349-2369 • • FEE • • • • AMOUNT ,BUILDING PLAN CHECK REVISION ADMIN FEE 1 • . • $35.00 MANUAL BLDG PLAN CHECK FEE • . • $196.88 Total Fees: $ 231.88 Total Payments To Date: $ 231.88 Balance Due: $0.00 I I L • S L t • • - Building Division • . • 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov . ( • • ceW 'of Carlsbad. PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1 1635 Faraday Avenue 760-602-2719 www.carlsbdca.gov Original Plan Check Number Z 0 1 ?-05'n Revision Number 42A1Lj ( OSI- Project Address Z 2. / .AP''V General Scope of Revision/Deferred Submittal: '4 2 O4 Al fAT V re M A) C JIF b IS Cb A/AJee7-$ CONTACT INFORMATION: Name Phone Fax Address _3 T2 AIVP City I zip9 2 D ? Email Address _'4_t1 Al E34P cA-,co Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: fX Plans EI Calculations LI Soils LI Energy LI Other 2. -3. Describe revisions in detail List page(s where each revision is shown )bD 2 OLAR S' eHMti6 IN tYE2TEI 2 / 4. Does this revision, in any way, alter the exterior of the project? Yes LI No Does this revision add ANY new floor area(s)? LI Yes No Does this revision affect any fire related issues? LI Yes No Is this a complete set? Ye No - '.€~Signature_, '..- Date '' 1635 Faraday Avenue, Carlsbad, CA 008 Eti: 760-602-2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov '7 EsGil A SAFEbuitrCompa ny j iT DATE: 12/31/2019 0/APPLICANT VJURIS. JURISDICTION: City of Carlsbad J I PLAN CHECK #.: CBC2019-0501.REV(PREV2019-0257) SET: II PROJECT ADDRESS: 2218 Faraday Ave. PROJECT NAME: Vulcan Wireless/ Emerald Shores LLC 152 Solar Inverts, 5 AC Disconnects The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: 2l$1I'1 (b'Y) Email: Mail Telephone Fax In Person LI REMARKS: By: David Yao Enclosures: EsGil 12/20/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGi l - A SAFEbuit'Company DATE: 12/16/2019 0 APPLICANT - U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0501.REV(PREV2019-0257) SET: I PROJECT ADDRESS: 2218 Faraday Ave. PROJECT NAME: Vulcan Wireless/Emerald Shores LLC 152 Solar Inverts, 5 AC Disconnects The plans transmitted herewith have been corrected where necessary and substantially comply' with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. -The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the.check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sun Dollar Solar EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Sun Dollar Solar - Telephone #: 951-903-6461 Date contacted: (by: ) Email: jason@carlsbadsolar.com Mail Telephone Fax In Person REMARKS: . By: David Yao Enclosures: EsGil 12/5/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 56071468 • Fax (858) 560-1576 City of Carlsbad CBC2019-0501.REV(PREV2019-0257) 12/16/2019 / Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. Sheet A.4 of the plan shows the load for the main service is over 120% of all the load. Provide explanation to show why the load comply with CEC705.12.? 33.3x1.25x5208.3.? 160 amp max.? 2. The inverter output is 33.3A. 33.33x1 .25=41.625 per CEC240.6 next standard breaker should be 45 amp. Please revise. 0501 The sub panel 4 shows 2-50A back feed into the panel. It appears to over too. Max. contribution from PV should be 50 amp. The two inverter=203.33x1 .25=83.325. Provide explanation to show why is over the 120%? 50amp max.? To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No L] 6. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Error! Reference source not found. at EsGil. Thank you. City of Carlsbad CBC2019-0501.REV(PREV2019-0257) 12/16/2019 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019- 050 1.REV(PREV2O 19-0257) PREPARED BY: David Yao DATE: 12/16/2019 BUILDING ADDRESS: 2218 Faraday Ave. BUILDING OCCUPANCY: BUILDING PORTiON AREA. (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PV revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code icb IBy Ordinance - Bldg. Permit Fee by Ordinance. Plan Check Fee by Ordinance __jJ l t Type of Review: (] Complete Review 0 Structural Only Repetitive Fee I Repeats Based on hourly rate Other Hourly 1.5 Hrs.@* EsGil Fee $105.00 I $157.501 Comments: Sheet of N aocumentation prior to installation. 3.) All equipment shall be UL listed as it applies to local AHJ. 4.) Equipment shall be rated for the environment in which it is to be installed, and shall be installed according to mfg instructions. 5.) Working space shall be maintained around electrical equipment per NEC 110.26. 6.)Roof access point(s) shall be structurally sound and shall not be above points of egress or wall openings to include fire escape windows and doors. Solar module racking shall be bonded to solar modules via self bonding mid and end clamps, and one ground lug or lay-in lugs, or similar listed grounding lugs per solar array shall be used to bond separate arrays with #8 copper wire. Grounding Electrode Conductor, G.E.C.,.shall be continuous or crimped with irreversible, grounding clamp. All conductors shall be UV rated copper for wet locations unless in water tight conduit, and metal conduit shall be used forrr3its 30V dc or greater. Conductors shall be rated for 600 V.min. Access to electrical circuits greater than 150V shall be resttkteii to properly trained / authorized peel. Where there may be discrepancy betwe C;1çB, and AW, 4HJ shall be final governing aithr,r'ity. ULU 2 U 2U19 r•'' IL A Go 0 ..: 0 0) 13 CO ro - U) -- C) CO a) 0 k*d S S(5 S.••• . . ••66 : u_.D S S S . . '••• . .. S. .ss• S S..... ••••• S • .. S . ..... . ....•. S. • S..... • ,! w • •NC.) •••• .... 0. 0.(O I ' - I •"--- . __I. "•' ,. -.-- ;-_ I . . I • I. i' I ;..: •.:...........<S._!h1 1 ,_.9..._2tx.___&'' \\ l,'!.ç\ . I.___.. . . i.,............ .' .' ..L' • •\ \ S .. ---.---.---------------.. S.-' .. .'Tr.nhI" •_. I ... 'i_,_, - - -o £-T\ \\ \': • ":: ;•,•41 9p.__. - .:. CBC20I9-0501 ": 2218 FARADAY AVE - - •5 EMERALD SHORES: 60.8 KW ROOF MOUNT PV SYSTEM, 152 MOOS S •5)• 2122600200 12/3Y'2019 CBC2019-0501 Conceptual top view: PROJECT DESCRIPTION This roof-mounted photovoltaic (PV) system is to be installed at the commercial property located at 2218 Faraday Ave, Carlsbad, Ca. 92008 shall be interconnected with the grid through existing on-site electrical equipment via one backfeed breaker in the main service panel, and will not include back-up / energy storage technology. Parts List: SCOPE OF WORK: CONSTRUCTION NOTES Install 152 solar modules, 5 inverters, 5 AC disconnects 1.) Contractor shall field verify all dimensions prior to Quantity_I_Description on a concrete tilt-up building less than 4 stories high installation. (200) Quickmount Q-Base Low-Slope standoffs Job requires no panel upgrades 2.) Contractor shall review all manufacturer installation (152) LG400N2T-35 (Neon 2 Bi Facial) (75) Everest Crossrail X80 (34) Everest Splice Kits (20) Lay-in grounding lugs (5) Fronius SYMO 12.0-3 208-240V 3 Phase (5) Eaton '3-phase 60A AC Disconnects City of Carlsbad Building Division JAN 032020 ' Main ServicèPaneuEiectric Room • '. 9. •k .. . -;•5• . rrtiiiiiic trv1er inde Ir room Rnof Access SITE SPECIFICATIONS Occupancy Category: Design Wind Speed: 110MPH Exposure Category: C Ground Snow Load: OPSF GOVERNING CODES 2016 CBC: 1507.17, 1509.7, 3111 2016 CA. Electric Code: 110, 240, 250, 690, 705 2016 CA. Res. Code: R331, R908 2016 CA. Fire Code: 605.11 UL Standards, OSHA 29 CFR 1910.269 2016 Green Code, 2016 Energy Code Photovoltaic Installation shall comply with the requirements of Article 690 of the 2016 California Electric Code Quickmount Q-Base Low-Slope standoffs at 96" apart (120' max) and Everest Crossrail X80 —k joists @ 24" O.C. /7beams spanning 96" steel trusses with 4x6 on top @ 8'0.C. ME A.1 LI LI ttachmënt Detai scale: 1/16'=l" 72" 5 0 o__ Rapid Shut Down Box 0 72" Notes: I. Description: The system is 60.8kW DC grid tied Photovoltaic (PV) system Modules: 152 LG400N2T-J5 (Neon 2 BI Facial) Inverters: (2) Fronlus SYMO 12.0-3 208-240V 3 Phase and (2) Fronlus SYMO 12.0-3 208V 3 Phase Note: inverters shall be UL 1741 listed and compliant (CEC 60.4D) Batteries/ Charge Controller. NA S. Ctructuro Commercial concrete tilt up; olnglo story, built opprox 2006, Trusses: Tx 14' Typ. Engineered at 24" CC, with 112" CDX sheeting, TPO Roof Pitch: 1:12 Standard components include: racking and mounting components, wiring, conduIt, over-current protection, roofing sealant, flashings, as needed Labeling: All electrical equipment will be labeled with warning labols (see page 4) To adhere to NEC 2016 section 690 2011 Wiring: All outdoor wiring will be UV rated 1000v weather rated PV Wire Grounding: All module frames, equipment and conductor enclosures will be grounded. The system is grounded using the integrated mid and end clamp grounding system. Racking: Everest racking system Engineering specs provided: Refer to 110 mph wind exposure C for roof slope between 7 degrees and 26 degrees System and racking built to 2016 CBC/CRC Roof Details: 72" - - Maintain mm. 72" perimeter distance for fire access Indicates solar module string 10-1 size and inverter designation Working clearances: shall adhere to CEC 110.26 unless specific (5) Fronius SYMO 12.0-3 208V variance is given by the building and safety authority having jurisdiction. Adequate working clearance must be maintained around plumbing 3 Phase vent stacks and mm 6" between stack and under side of pv array PV Installation shall comply with article 690 of 2013 NEC, and where there Is. discrepancy In the NEC and CBC, the CBC shall be adhered to. The 2016 Cal. Res. Code requires that smoke detectors and Carbon Monoxide detectors are Installed In the building located per sections R314 & R315 of the 2016 CRC. 60A knife-blade AC Disconnects (2) —\ Electric room access 60A knife-blade AC Disconnects (3) 72" 800A Main Service Panel Inside Electrical Room / Ground level electric room Roof Access Point [L1LL Inverter and Sub Panel Details: . (5) Fronius SYMO 12.0-3 208V r- 800A Main Service Panel 3 Phase / Inside Electrical Room Ground level electric room I II ,/—Existing 250A sub panels inside building suite A 60A knife-blade AC Disconnects (2) -. ] Inverter 3 backfeed 60A knife-blade AC Disconnects Inverter 4 and 5 backfeed Electric room access door— j- Roof Access Point 7 • I Existing 250A / sub panels_,," T inside back room . - . Inverter 1 backfeed Inverter 2backfeed -I - . . .• I . ,- . . S • / I - • I see .1. . . North Wall: - . . ... Access door 0 Inverter side - view EAC4 Inverter 9side view - AC5 E p.- ____ Co DC Disconnect Lever Side view;of Inv. 1 Inv. 2 Inv. 3 Meter Main . panel - AC1ID AC2 - Inv. 4 Inv.5 AC3 LJ —4 0.32 THRU CLEARANCE FOR 5/It HARDWARE 01.25 ..•..• S • ,.. . .. S. . . S.. •• S •S •.S•.S S S S C S • S • • . S I.... S S S • S • S •S •• •••S• .. . . . ..... . S •,S••s . .. S S so .5S S • See.. S..... • . •. S..... S..... S. . . . . to 0. oc...l - CD ,- 00 I.. 04 51 0 00 im cu c cc .5' In .. S ...... aming member :hing ent [ BaseiLow S lope Mount I"QMLSH -I ii 7KJ0W ,LJL1LJI 1.50 f]] AVAILABLE IN 5°. 7.9°. AND IT HEIGHTS U t t t [ii AVAILABLE IN MILL FINISH 25(1 AND BRONZE ANODIZED FMSH 2 (2.00)66 I 1 STAINLESS STEELLAG SCREWS INCLUDED 'C g 1 WITH ANODIZED FINISH 1 QBASE (ITEM 2) AND POST (ITEM 4) Hem -DESCOPTION . .••••........ 3 ••••• - • 4 _._..-4.•#--_.• 1 CAP SCREWS HEX HEAD. 516°-18 X 3/4* UPIC-2A, GRADE 8 1 . • • A • 2 OSASE. 1-1/4'[D. FOR 5116* HARDWARE A360CASTAL - - IV1QU6U FY 3 LAG SCREW. HEX HEAD. 5/16X T. ZINC 2 TITLE - 4 POSI, 1.2S°CDX6.S6O63.T5I6OA3-T&MIU. I QMLSH: QBASE LOW SLOPE -5 WASHER.SEAUNG. 5fl6IDX1.I/4*OD,EPDM BONDED SS . . MOUNT WASHER. FENDEL5/WIDXrOD.18.8SS ka 7 w CAP SCREW. HEX HEAD. S/I6-18X ruNc2A. 18.8SS I I AJu ,is,is I 8 SIM DON$CA11O*AI Z0IL j! - 053 jwwwrlm 6451? IOH Log Bolt Spocftca1lons - Spicic Gralt.y 51aa5fl&hth pt25tMaddth 51W 5)0p lthreal dh Fe, Lwd, 60 1300 256 Al 1175 bTIItV Sonm tadMde P1451 (5R 163015 I1m,) Al IllS . 235 Hem Fir .43 1050 212 tirm Fir (Raft) 45. 117$ 235 SCIft51jnP51 .55 1305 307 mto. Pè%e. Fir .42 1055 205 Pie. Fir (E aft u110i psi and bVergyadas d MSR 5110 HEll .30 1200 266 Sources:Amedcan Wood Council. NM 2(05j1rble 11.24% 113.2A HOteL- Thread must beembedded In a rafter mother suucti,ol soot membet. See IBCto requlsededge ic'k Mou Qunt P. 8172.3-5 RESPECT THE ROOF Jan.2018. Rev? - AC-1 (N)60A3 Phase AC Disconnect AC-1 (E) 250A 3-Phase Sub Panel Site (E) 800A 6 Meter main Map Placard panel 3 Phase /wire 208 Wye 208/120V 3 Phase 4 / PV BI-Directional Meter 3P-200A ,dT6— (9 a 2 Site Map Placard (N)60A3 Phase AC Disconnect (E) 250A 3-Phase Sub Panel PV BI-Directional Meter 3P-200A f ~~ e F=- - Site Map Placard AC-1 String Sizes: MJ DC Conductors and EGC ran in 3/4" EMT Rain light, AC conductors in metallic or non-metallic conduit, with Caution Solar Circuit stickers every 10 IN) Inverter 1: Fronius SYMO 12.0-3 208-240V 3 Phase with hi ijlt-in fl( flisnnnner.t bc \AcI (N)60A3 Phase AC Disconnect (E) 250A 3-Phase Sub Panel 1 Main Service Panel Load Caics: Service Panel bus bar rating: 800A Service Panel Max Load 960A at 120% of rating: Total Load on Service Panel: 800A DC-1: DC-2: Rapid Shut Down PV BI-Dlreclional Meter AC-1 String Sizes: tr *-, W - 10. String 2 5 I -TR . 5 - -bA , I' —.-4j DC Conductors and EGC ran in 3/4" EMT Rain Tight, AC conductors in metallic or non-metallic conduit, with I!!) Inveiter 1: Caution Solar Circuit stickers every 10' Fronius SYMO 12.0-3 DC-1: DC-2: 208-240v3 Phase with ,- I I ,' hi jilt-in fl( flisnnnne.nt Rapid DC AC Shut Down DC Conductors and EGC ran in 3/4" EMT Rain Tight, AC conductors in metallic or non-metallic conduit, with .() Inverter 1: Caution Solar Circuit stickers every 10' DC-1: DC-2: Fronius SYMO 12.0-3 08-40V 3 Phase wim _______________ Rapid = hi jilt-in nr flisnnne.nt Shut. DC \AC Down DC Conductors and EGC ran in 3/4" EMT Rain Tight, AC conductors in metallic or non-metallic conduit, with (N) Inverter 1: Caution Solar Circuit stickers every 10' DC-1: DC-2: Fronius SYMO 12.0-3 208-240V 3 Phase with _ ______ Rapid = built-in OC flisr.nnnent Shut DC \AC _Down pus: -obA I— - DC Conductors and EGC ran in 3/4" EMT Rain light, AC conductors in metallic or non-metallic conduit, with (N) Inverter 1: Caution Solar Circuit stickers every 10' DC-1: DC-2: Fronius SYMO 12.0-3 208-240V 3 Phase with Rapid — flC flisr.nnne.nt hi flit-in Shut DC \AC — Down - gfA -0teC I' Sub Panels 1-3: Sub Panel bus bar rating 250A Sub Panel Max Load 300A at 1200/6 of rating: Sub Panel Disconnect: 200A Inverter 1 Output 33.3A Backfeed Breaker Size(s): 45A Total Load on Sub Panel: 245A Sub Panel 4: Sub Panel bus bar rating 250A Sub Panel Max Load 300A at 120% of rating: Sub Panel Disconnect: 125A Inverter i output: 33.3A : Inverter 2 Output: 33.3A Backfeed Breaker Size(s): (2)45A Total Load on Sub Panel: 215A SOLAR MODULE M-1 LG400N2T-J5 (Neon 2 Bi Facial) DC-1: DC-2: DC Output Circuit(s): DC Output Circuit(s): 2#10AWG600V 2 # 10 and 2 #8 THWN-2 UV rated PV wire per AWG 600V, 1 THWN-2 string , copper #8 EGC #8 EGC in 3/4" EMT AC-1: AC-2: 3 #8 THWN-2 208V 3 # 3/0 THWN-2 208V conductors plus 1 #8 conductors plus 1 # 3/0 THWN-2 Neutral and THWN-2 Neutral and 1 #8 GEC in 3/4" EMT 1 #2/0 GEC in 2" EMT (0 0 i.: 0 Ce, g.o coUVO (a e.i jg CD 8 t3',o 0 Go .— _i 0) 0 2 8 e,. .c CD am - S..... '-0 . • . (5 .. S. a- C CDd - . SS••. d9 (a 03400 . . . lwj,C3 S 55 S S S • • S. 55 S S •.••• ..t_,SS . .. 1; 55555 J ros •5 6 e ., •SSSI. 5. (0(0 • . S 5S ••55 S S 5SS Co 0 CN A.4 String Sizes: string j 71 f 7X String Sizes: String I [n' ' ' [ String 2 M-1 TO _String 3 String Sizes: String I (N)60A3 Phase AC Disconnect E) 250A 3-Phase PV BI-Directional Meter le Sal II II ala .1 I. S. S.. Site Map 2 Placard (N) 60A 3 Phase AC Disconnect ,—irreversible crimp to service ground ED iii I I (E) GROUNDING ELEC TRODE SYSTEM P-45A 2 • String Configurations: Inverter 1: Fronius Symo Advanced 12.0-3 (208V) Dual MPP Design .. SUMMARY PV Moduli: LG Solar: LG400N2T-35 [NeON 2 BF] * Bifacial Performance: 0% gain from rearside PV Mounting Method: Tilt-up racking: >6" air gap Fronius Inveter (3Ph):• ' .Symo Advanced 12.0-3 (208V/240V) MPPT-1 Configuration: 2 Strings of 11 = 22 Modules MPPT-2 Configurations 1 String of 10 = 10 Modules PV Voltage Design Limit: 600 V PV Power @STC: 12a815kWDC DC/AC Power Ratio: 107% . Minimum OCPD/AC Size: 42 A @208 Vac / 37 A @240 Vac 'or next higher nominal size NEC Edition: 2017 H DETAIL'. ... Ambient Temperatures Expected Coldest , -9°C (16°F) Average Annual Hottest . - 32°C (90°F) PVPower@STC 8810W 4,005W String Circuit Voltages • . MPPT-1 MPPT-2 Max V0@-9°C (16°F) [NEC 690.7]' 596V 541V V0@STC. . 546.7 V 497V • VMP @ SIC -. 457 V - 415 V Min VMP (@ 58°C module temp) 2 389 V 354 V PV Circuit Currents MPPT-1. . MPPT-2 Total 'MP @ SIC 19.3 A 9.7 A 29.0 A 'Sc @ STC ' 20.4 A ' 10.2 A . 30.7 A Max 'Sc per NEC 690.8(A) 25.6 A 12.8 A. . 38.3 A Max Usable Imp (IMx) . 25 A 16.5 A 41.5 A Max Isc (IMAx x 1.5) per Fronius Warranty 37.5 A 24.8 A 62.25.A Electrical values based on PV module manufacturer's datasheet version: 2019 CT-ET-GL-EN-F-NEW 2 Low voltage from heat plus DC conductor & connections loss (1.5%), module mismatch (1%), and ILD (1%). 0 110 0 _j a, o > ('•l .g gc(o c Li.. ...... . . S .. S. u> Lid c.ILI •....• S S • S . . . S S •5••• . S • 5 •• •5••• S ••••S ...5s . C) •. S N S.... '13 .. iw • E, ••••,• S. 0(0 • . S. •••5 00 S • ... 0 cO / (created on 12/3/19 @ 7 14a with FSC Tool V9.07 using Netscape type browser via Internet on MacIntel platform] ' A.6 String Configurations: Inverters 2, 3, and 4: Fronius Symo Advanced 12.0-3 (208V) Dual MPP Design SUMMARY PV Module: LGSolar: LG400N2T-35 [NeON .2 BF] Bifacial Performance: O% gain from rearside PV Mounting Method: Tilt-up racking: >6" air gap Fronius Inverter, (3Ph): Symo Advanced. 12.0-3 (208V/240V) MPPT-1 configuration: 2 Strings of 10 = 20 Modules MPPT-2 Configuration: 1 String of 10 = 10 Modules . PV Voltage Design Limit: 600 V PV Power @STC: 12.014 kW DC DC/AC power Ratio: i00% Minimum OCPD/AC Size: 42 A @208 Vac I 37 A @240 Vac 'or next higher nominal size NEC Edition: 2017 1 . . . DETAIL 1 Ambient Temperatures Expected Coldest . -9°C (16°F) Average Annual Hottest 32°C (90°F) PV Power © STC 8,010 W .. 4,005 W String Circuit Voltag MPPT-1 . MPPT-2 Max Voc@-9°C(16°F) (NEC 69O.7] 541V . 541V VOC © Sit 497 V . 497 V VMP@STC 415V 415V Min VMP (@ 58°C module temp) 2 . 354 V V PV Circuit Currents . MPPT-1 .MPPT-2 Total 'MP © STC 19.3 A 9.7 A 29.0 A 'Sc © STC 20.4 A 10.2 A 30.7 A Max 'Sc per NEC 690.8(A) 25.6 A . 12.8 A 38.3 A Max Usable 1MP (IMM) 25 A 16.5 A 41.5 A Max 1sc (Iwx x 1.5) per Fronius Warranty . 37.5 A 24.8 A 62.25 A 1 Electrical values based on PV module manufacturer s datasheet version: 2019 CT-ET-GL-EN-F-NEW 2 Low voltage from heat plus oc conductor & connections loss (1.5%), module mismatch (1%), and ILD (1%). (created on 12/3/19 @7:09a with FSC Tool v9.07 using Netscape type browser via Internet on MacIntel platform] • S S Is S Is S... S • .. . 0 s S... Inverters 60AAC Disconnects-15 800A Main Service Panel Inside Electrical Room Solar Array (E) Sub Panels (2) IN .11 0 oE 010 CEC 690.54 & CEC 705.12(D)(2X3)(C) CEC 703J2(D)(2)(3)(b) [Not required If panelboard is rated not less than sum of ampere ratings of all overcurrent devices supplying it] A.7 2218 Faraday Ave CEC 690.4(D), 690.56(B) & (C), & 703.10 requIres a permanent plaque or directory denoting all electric power sources on win the premises. Revised 1-17-17 Signage: Provide a plaque identifying the location of all customer alternate self generation power source equipment, locate the service point, inverter, the DC disconnect , and the AC disconnect, specify the type of generation (Generator or PV array of Wind Generation) The plaque may be plastic or metal, with machine printed letters in contrasting color, with the footprint of the entire building shown. The plaque may be attached with rivets or machine screws, the integrity of the enclosure shall be maintained. (epoxy or other adhesive is not acceptable) Site Map Directory Placard To Be Placed On Electrical Panel Room Door and Main Panel In 12" x 12" CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING PV SOURCES WITH DISCONNECTS LOCATED AS SHOWN: 60AAC Disconnects (E) Sub Panels (2) ri0 0 0 OD Markings and warning labels ANSI 2535.4 provides guidelines for the design of safety signs and labels for application to products. A phenolic plaque with contrasting colors between the text and background would meet the Intent of the code for permanency. Type size Is minimum 20 point (3/8U) white on red background. Label to be suitable for the environment. Central/String Inverter Systems Markings R S 0 CEC 69036 (B) & (C) A C I I j1duPmin INVERTER CEC 69035(F) (Only required for ungrounded systems] CEC 690i3(B) 6903(C) ready present on I 0 CEC 690.53 Mounting systems for solar technology Mounting systems for solar technology UL 2703 LISTED COMPONENTS MI components evaluated under UL 2703 and encompassed within Everest Solar Systerns UL 2703 Listing shown below two : II you seek a UL Listed Sptem, ono the p.m sitown on this page are Weplable.: CrossRail for Pitched Roof: - High quality, German engineering -, UL 2703 Listed for bonding and fire -, Fast, simple installation No dIIing, no bonding jumpers Pre-assembled universal module clamps with integrated bonding Robust bonding rall splices tow part count co 0 i.: 0 Il) P1 O)D S :: S. S •• •• . S .. S •• ..... • . . S S. • . . S U •••s• • . . S S • 5 •• s•5• • . S ss•• • ..•... . • . .. S • S ••••5 S. S • .. ...... • 55.S•• S •5 S... . . ..•. Co 1• oC•,l eOVD CrossRall 48-5148/80 , Rail Connector Set' Material: ahimlratm j." Material: aluminum flnlsh: mill, dark anodized Finish, mill. dark anodized - HarJware slalsdess steel Universal Bonding Mid Clamp Set, 8urndyWEEB Lug 8.0 + Hardwares Material: stainless steel Weeb Lub 8.0 Material: tin plated copper Finish: mill, dark MidWMC stainless steel ft Universal Bonding End Clamp Set,L-Foot With Hardware' Material: stainless steel Materiakahxnkrum 4j Finish: miiLdark mill, darkanodized Ilardware:stainlesssteel Module Mid Clamp Set with BMC' Optional: Micro Inverter and Vv'nr material: aluminum 4b Finish: silver riark Optimizer Mounting j1U ,NIP Material: stainless steel Module End Clamp Set with BMCt Optional: Climber Set, 4 t Material: ahimhvim I Knish., silver, dark ' Material aluminum Finish: mill, dark anodlzed Hardware: stainless steel reI1veouid 3 ft' &tharrbht imt WnrWW to mom ASSEMBLY INSTRUCTIONS RESIDENTIAL ROOF SOLUTIONS CROSSRAIL SYSTEM usma UL 2703 Listed System Matedals Required I 6 4112 LW;] 0 INSTALL CROSSRAL Insert th bolt t1wc4i the L-lbotslotaird iota the side channel of Crmsta1L1wn the Ththde nthathema end the shaft vertical; sidkatflg proper anentAuath the MID serrated hex nut and tighten to 258 ft1(35 Mn). Mate ethtapoltheCnesR bcvethetopof the L4aiLDouble th that theamn tMeW oltheThdtshaft is venkat to ene it is pvopedyengagat Due to thermal easionwe recommend pdng agapof 1.25•2.0O (3SaiG evey65 ft (2Gm) between tak Ma*hum a)owabe spacing between thennal 69affilon gapsShall not ft Note: T lrakanhl1eets may not exceed 113 of the maánuni ablespan Ilefer to the englneedag letters on websim for more detallen maximum spees and canulevexs MvisisreqalrethoLsRdl M1OThoft (use bonding T.boitwhdak.roli. M 1 serrated hex nut Installation of Ctossaail System 92 SUDI RAIL CONNEC1OR Slide the mA ccmecc fro'ru below th a3 centering the c nnector between the two rail ends Ermirethe ra3cooneacrdeesoor hiterferewith en L-toot orroof cz attathmeot. Nate:The tel connector for CrastRal) *S contains mating features thus must be inserted prior to aibg rids tnge!hec (Steps above). CONNECT RAILS Attack the rail connector wing two Ml0T-bol (use bo Tb&ts with deth tell) andh 4to1a9.ttb moftheThOltb uertiratdingthattheTheadisprpeigegedin the ralIdianneL Torie MID serrated hex nuts to 25M.b 05 Nm). BONDING AND GROUNDING Appropriate means of bonding and grounding are required by regulation. The information provided in this manual shall always be verified with local and national building codes. Everest Solar Systems has obtained a UL 2703 system listing from Undeiwtite?s Laboratories (UL). A sample bonding path diagram is shown in Figure 1 below Your specific installation may vary, based upon site conditions and your ANts requirements Each electrical connection has been evaluated to a maximum fuse rating of 30A. At least one ground lug per row of modules must be used to ground all strings within each sub-array, although additional maybe used for redundancy. When installed per these installation iristiuctions, all connections meet the requirements of NEC 690.43. Everest Crossftall system was tested with the SolaiWodd, Sunmodulefanuy of modules. ' P1us5W200300Mono (including black) - PlusSW200-280Ily (induding black) This racking system may be used to ground and/or mount a PV module complying with UI. 1703 only when the specific module has been evaluated for grounding andlor mounting in compliance with the included instructions. Mid Clarvp (typical location) End Clamp (typical location) Bun WEED Lug 0.0............. (typl location) (_:) RAIL CONNECTOR INSTALLATION =S ends w each othec figure 1; Bonding connections shown in red. For certain jurisdlctionsb bonding and grounding connections are identified at typical locations. Bonding and Grounding 612 A.9 ASSEMBLY: STEP BY STEP .PREPARE ROOF FOR EVERFLASH COMP SHINGLE FLASHING Locate the rafters and snap horirnntal and vertical lines to ma* the installation position for each Eveif lash flashing. Drill a pilot hole (1!4 diameter) for the lag bolt. Backfill with appropriate sealant. Always consult a professional roofer to ensure integrity is maintained. Materials required: Tape measure string line drill O INSERT EVERFLASH FLASHING Insert the flashing so the tap part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles.lhe leading edge of flashing must butt against upper row of nails to prevent turning when torqued. tmpostant The flashing must not overhang the butt end of the shingle. Materials required: EvavfIash flashing O ATTACH EVERFLASH L400T Line up pilot hole with the EverHash flashing hole. Insert the tag bolt through the I EPDM bonded washe& the L-foot the gasketed hole in the flashing and Into the rafter. Torque: The range is between 8.3-116 ft-lb depending on the type of wood and time of year.The visual indicator for proper torque Is when the EPOM on the underside of the bonded washer begins to push out the sides as the washer compresses. If using an Impact wrench to Install the fasteners, be careful not to over torque the fastener. You may need to stop and use a ratchet to finish the install. Materials required: Bolt, EverFiash i-foot and hardware torque wrench with 112" socket a ATTACH MID CLAMPS Insert the Mi3 slot nut of the pro-assembled raid damps Into the top channel on Crossflail. While slightly lifting the plastic tabs. rotate SO degrees clockwise to engage the MX3 into the channel. - Attach the mid damps to the module at the specified locations per the PV module :manufacwrer's installation instructions. Torque the M8 bolt to 10.3 ft-lb. Ensure the modules are flush against the damA and torque. fmpottont Verily module manufaaurers recommended torque specification to ensure damps are compatible. Mote: For certain Jurisdictions If clamp tension is released, the damps need to be relocated on panel to ensure bonding path. Materials required: Mid Clamp Set ,OPTIONAL: ATTACH END CAPS Push the pins of the appropriate end cap into and of the rail. CrossRaft 48 End Cap shown. Materials required: End cap .SYSTEM GROUNDING ttossReil components are required to be etectrlca!ly bonded to ground via Burndys WEE3 Lug 8.0 Assembly (eumdy PIN 78181 0537572) and the use of either 416 or 08 AWG sold copper wire. -. A minimum of one WEE8 Lug 8.0 Is required per each independent row of modules. The lug must be attached to the side channel of CrossRaiI, as shown - To attach the WEES lug 8.0. Insert the M8T.bolt into the side slot on CrcssRall and rotate clockwise 90 degrees. Attach the remaining components, as shown, thtening the MB serrated hex out to lOft-lb (13.5 N-M). Once the lug has been installed, a ca or 118 AWG solid copper wire from a DC ground location external to the array must be Inserted in the equipment ground conductor location on the lug. Torque the bolt to 5 ft-lb (6.7 N-rn). NotecVerlIy with yourlocal Jurisdiction that the Wff B Lug 8.0 Is considered a single-use Item in a UL 2703 listed System. !rn1ng Employ best Industry practices to ensure that copper does not contact aluminum and galvanized steel. Installation of CrossRail System 1511112 A.1O OD - 0 -• ; c0)13 10 r S - 8 • . . S. S • S • . • . •.. ..••. • S 'I • • .* . . . S s5••, S S • S. •• s••• . ..... • S..... S • . .. S S SSS•• • . . .. S..... • S..... • . . .. S... S • • .... cai70113CAI3112 . • - . • • - . cnOssaLMOmC SYSTEM EVMAJATtON January 132O17 PAGE 20F3 iii3l3l2 January 13, 2017 and wind load determination Seismic criteria were considered per provisions of ASCE 7-10 Everest Solar Systems, LLC 4 Chapter 13 with ,parameters specified below While seismic effects did not appear to govern the 3809 Ocean Ranch Blvd Suite 111 • •• LC)fl.eiiu capacity of this system. applicable seismic detailing requirements should be satisfied when installed , Oceanside, CA 92056 Attn Andy Neshat ENGINEERING + DESIGN per the manufacturer Instructions and additional installation notes specified herein WW BE: CrossRadPVPanel Mounting System Evaluation Loading Parameters: . 0 Ground snow bid: Varies , .. To whom It may concern: '- o Ultimate 3-second gust wind speed (V): 110-200 mph •• . Building roof mean height: 30 ft. or less' Per your request, Moment Engineering + Design has performed a comprehensive structural Roof wind pressure region Zone 1-Zone 3 analysis of the Everest Solar Crossftall Solar PV Mounting System for typical installations in the Structural risk category It Stat.e..oLCalifornia When Installed per the conditions and design criteria described herein, the Wind exposure 8, C D CrossRail Solar PV Mounting System Is compliant with the sections of the design reference Seismic site class 0 documents noted .below. Seismic design category. A through E - 0.2s MCB5 ground motion parameter (Ss): Not to exceed 2.000 . - . :•. : ( Design Reference Documents 0 Is MCER ground motion parameter (Si) Not to exceed 1.250 2013 Triennial Edition of Title 24) California Code of Regulations 0 Component importance (actor (I,) 10 - Based on 2012 International Building Code & 2012 International Residential Code - o Component acceleration (actor, (ap): 1.0 - - . ::::. ASCE/SIII 710-Minimum Design Loadsfor Buildi .gs and Other Structures .1 .. o Component response modification factor (ftp): 1.5 201OAlumlnurn Design Manual, by the Aluminum Association Panel orientation Portrait or Landscape Section and materials data prided bIE'rest SolaSyiiiiiii Panel Installation angle Plush with roof slope - -. - - - - - Rail section properties appear in the appendix to this report a' Roof slope (8) o-r. z4-27%z-27-4 Overview. Design Results The Crossftail PV-panel roof mounting system consists of extruded aluminum support rails The allowable span lengths of the system are principally controlled by applicable wind and snow spanning between points of attachment on an existing roof strocture This analysis is limited to loads to the structure Refer to the CrossRall span tables In the appendix to this document for capacity of the CrossRall only. Attachment of the CrossRafl Mounting System to the existing roof recommended rail configurations based on combinations of these loading parameters Note that structure shall be the responsibility of the installer, and should be analyzed by a registered design reaction loads provided In the attached tables are only applicable when used with the corresponding span length recommendations provided therein These reactions may be scaled professional where required by the local authority having jurisdiction, - • • • -- - , linearly when shorter spans are. used. • * - - Methods & Design Parameters - • - Notes Applicable combinations of dead, wind, snOw, and seismic loads were evaluated In accordance with • • • • .The following guidelines apply to all installations using the Crossftall product line current code requirements to determine allowable rail span lengths, based on assumptions of Tables assume two Independent support rails per row with either panel orientation. - - - • single-span conditions and allowable deflection of L/60. - . Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of - allowable span in the roof wind pressure zone of the cantilever. Design wind pressures were determined using Components and Cladding calculations in Chapter Rails shall be continuous (not spliced) over a minimum of two supports,. 26-30 of ASCE 7.10, using the loading parameters listed below. Configurations not conforming installation over roof overhangs or-within 10" of any roof edge Is not advised. these parameters Will require additional analysis. Calculation of applicable roof snow load should - • Observe all local jurisdictional requirements regarding roof setback requirements be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and Ensure that actual span length does not exceed capacity of roof attachment 4 • applicable sections of the 2013 CEC. For, designated Case Study areas noted in the 2013 Triennial . • Edition of Title 24, California Code of Regulations refer to local jurisdiction requirements for snow - - • - - - -. moment ENGINEERING +DESIG? .• • - - , . - • moment ENGINEERING+ osswt 10530 Warwick Ave, Suite CS +palrfaz VA 22030• Phone: 703498-23S0CWeln www.umgllc.com • - 10530 WarwickAve Suite CS•EafrEix VA22030•Phone: 703498-2350 Web: www.msejjllccàm - , •.:.'. ••' -, - r I - - '.- ,•'-:-'.; -',.--. .'-'• '. -• •--• -.. •'-•' •• -•.- . - • -• , - •• ' - • • . • -- - ................... - • . .................................................- , ' - ........................• .. 00 0 01.90 'C- ku . Ar- t3o :: - . S .. 0 S. SIS•• - • I • I • I S • S ••I•s • S • • • • S. as .5... • S .....• . S••S • . • . S 00 S • . S.... 5 S S •• ...... • SSSS•• . .. 5•• .. S... 60 CELL MODULES APPENDIX 1k PAGES 0P48 3/30/2018 CROSSIIML SYSTEM STRUCTURAL EVALUATION CROSSRAIL MOUNTING SYSTEM EVALUATION January 11, 2019•PAGE 3 0F4 CILI12 RImIiICAI65IS Summary - This assessment has provided design validation for code-compliant Installations of the CrossRail PV Mounting System in the Stale nf California. For the configurations and design loadings noted previously, the attached span tables represent maximum span lengths based on allowable stresses ,and deflection criteria. For all other configurations, refer to Everest Solar Systems Ibr engineering support. This report does not provide analysis of roof attachment hardware, nor of any existing structures, as may be required by the local authority having jurisdIction. . We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. BestReg s, H: Sbawn.P_Kelley.P.E. Principal moment ENGINEERING + DESIGN - flmkcom * - - _____ - Table 2.5: Maximum S mn Length (In.) -Wind Exposure C Condition Exposure Roof Wind Pressure Zone I Roof Wind Pressure Zone 2 Roof Wind Pressure Zone 3 C Ultimate Wind Rail Rnnf Snow Load ( SA Roof Snow Load f all It Snow Load 1 10 I2O .'3d _99_. 186_ .i _78 _72_ i _6, 0 115, I 10 IO.i•'3O1P )15 _93_ -I I I 0 130120 a93.. *l.A I _ 75 _72 66 speed.V(mph) 1.7 Type XSO. )18 118 :108. 110 94 38,, _80 5_ SO 8, ,,78_ 78 78,_ O_ ,61,, _55 - ,48_ _64, 64, G4 64. ,61, 55, ,50 8, 48. 48-X 86 82 73 64 ,70_ 6i k49 55 45 42 72 72 72 64 55 49 45 42 57 57 57 57 55 49 45 42 - 1128.!3I34 ,IOC S9 ,86 78 72 &G., 69,, II2, ,09. Ocj ?2 115 . 48.10. ,91, ,88t. ,.5O 78_ ,6L 5S 50,, 48 74 70 '74 7 _51. 5 5Q' 48 60 .6°..55. P50. ..48. - 48-X 83 82 73 64 55 49 45 42 67 67 67 64 55 49 45 42 S4 54 54 54 54 49 45 42 X80 ,72., 66. ,105• ,L05 105_ 99 ,,86 ,78, ,.,72_ 65. _85_ 120 48-XL ..ti 88 _80-U _70_ 61 ,SS, _S0, 9, 12 J2_ 7.1 ,/0, b. ,b5_ ,W .,iB, _5iI ,58, )8 jIII, _a8 SS, .,5u,. 'ia,. 48-X 80 80 73 64 55 49 45 42 64 64 64 66 55 49 45 42 52 52 52 52 52 49 45 42 X20, .123: 117 107_ .59, 86 78,. ,72 6G ..97.. ..97_ _97, ,,97_ _86,. ,,?II j2_ .66 78 ,,78_ ,78_ _78 78,. :78., _•72_ 130 48.XL S_S0_jS_,,,66.. 6 !__1__55...j0 .8, 53 .53...53. .53_3. .53. .,SQ ,58•, 48-X 76 76 72 64 55 49 45 42 59 59 59 59 I 55 49 45 1 42 48 48 48 48 48 48 45 42 % . '' ,X80, 117 .115. ,106 .59. .56 _78_ ,,72_ .56.., ,90_ .5O_ ,90,. ,90 ,86_ ,,78_ _,12,, _66 _73.. g .J 38_ ..BD._ .,,8O. 50 .58_ ..1.• .61,, _61_ .51., _61_ ,55,, ,_50_ L48_ '49 49 49 4 . .49.. .'!. _4 a .......48X 72 72 72 62 55 49 45 42 55 55 55 55 55 49 45 42 4S 45 45 45 45 45 45 42 __________ 09_ 104 91 sG ,,78_ 72_ .56, .84,. .5t.. ?84 ,84, 64_ ,,78 ••12, _66 ,,68,. ,68,. .58,, G8_ ,,,6S ,68,,, ,,6S .56, 0 $ 48-XL ,,74_ ,,74, _74, ,,68,, 61,. _55_ .50,. .58_ ,,5,7,, ,,57,,, _57,,. 57_ _57_ 55, ,,50,,, ,,48_ ,46, ,,i6_ ,,46, 46,, 6, ,i6_ 46, ,6 48-X 67 67 67 61 55 49 65 42 Si 51 51 51 5% 49 45 42 42 42 42 42 42 42 62 42 ___________ 1I8U• .102, 102. ,102, _96 :56... 78.,, j2,, :66., ..78, ,78,, 78 78_ 478, 64, _6.,, .54,. ,64_, ,66,, 48-XL .59,, ,,69_ ,,69_ _67, 61 _55,,, _50 ,,48, 53,, 53 13, 48-X .53,, .53 . ,53• .,S0 ,,!2. .54 f ,,43 43., ,,,4, 3., ... .43, 62 62 62 60 55 49 45 42 48 48 48 48 48 48 48 42 39 39 3939 39 39 39 39 ,XSO 96, 96 96_ 94_ 96, ,7& g72 .66_ ,4.. _?4., .,74' 74., ,,74, ,.,74,. ,12, ,65, .50, _60, 60 60, 460, _60,, _65,,65_65, 60 ,55 50,,3_,,50,, 5950 SO _SOSO, 50 43 ,4D, 040 O, 48-X 59 59 59 59 54 49 45 42 45 45 45 45 45 45 45 42 37 37 37 37 37 37 37 37 1180 .50, .50., ,so;•. _9O, 84,, _78_ _72, .,,66,, .59,, .69. ,59 .59,, .59_ _69_ .694 .56, .5G_ .56, _56_ S6_ 5E_ ..56,, 56, ,56, •• 48-111. 61 61 ,61, .61.. .59 55 50 48, 48 8 48, ,48, 49 ,8, ,,,48, .53, 38 38 38, 33 ,38, 38 38, 53 49 42 42 42 42 42 42 42 42 42 35 35 35 35 35 35 35 35 - 48-X 55 55 55 55 45 X8O, .51; ,81., .51,, ,81_ 81, ,,76, ,j2 ,,66 62,. 62 _62, 62 .52, .52,. 02, ;62_ ,S1; _51, .5L, ,51, ,91 51 _5I., .51,, 1'4&XL 5. 55 55,, 55,, 55. ,,5.3,. _50,,, 48,, 4 J?, ... .!!!, . .42, e 34, 3o -3 31 34, 34 34 38 38 38 38 38 38 31 31 31 31 31 31 31 31 48-11 50 50 SO 50 50 48 45 42 38 38 moment ENGINEERING + DESIGN - . 10530 Warwick Ave. Suite CS- Fairfax, VA 22030- Phone: 703-998-2350 - Web: www.msegllc.com momentllNclr1EER,Nc+ DESIGN • 10530 Warwick Ave. Suite CS FaIrfax, VA 22030 Phone 703-998-2350e Web: wwwrnsegllc.com —600 1rca2 u) / Perfect Welding / 'oIai Energy 1 Perfect Charging FRONIUS SYMO ADVANCED Powering three-phase projects that last - now with integrated StJ\ I la nk fflflm / PC Road /S21-0114.11'r /Iniegritad Data /I1Wtfl /Smart CrbJ / Swiaprc Rapid IIipIaczmctiI Mutitihne Syatr4u Comniunita(ion FlaIbi1lIy, Ready ShIddwncdafied Featuring ten models ranging from 10 kW to 24 kW, the Fronius Symo Advanced is the ideal inverter for commercial applications. The new Advanced versions combine the benefits of the Fronius Symo with additional value for states with Module Level Shutdown requirements including integrated PLC transmitter for SunSpec Rapid Shutdown communication standard, compliance with NEC pre-2014, 2014 and 2017, zero tilt mounting, light weight and field seMceabitity. TECHNICAL DATA FRONIUS SYMO (208•240V VERSIONS) I INPUT DATA 0.0-3 syhko 17 O3 2U.240 OI3U S 15% - .---- - - 415A - naj hq4 aI*,t *iaf - J 203V - -AS-0 V '(I!.---------------------------------------_y ----------------------I 14,A -- ----------------- Dcc - '-'r' ,,, . NA - - -- rcfT. ifl2i) DATA SYMO io 0.3 20-240 IZ-0-3 108-21TO SYMO -. 2O8V 99111% VA 240 -- ) Io'ie tat1.e "4 tfr Adnftabb AM. 141kWG6 ---- - JA ---------- --••34 ) - 2V 21 IA 7-r - I410 V IVA - Mv - - "I A 4%A - — - - -- ---------------- '''.- ----------------I 2V - - S-.• 43V - NA TFHNICAI DATA FRONRIS SYMO (708-40V VERSIONS) O'sdt!dtI -2UI5%*14-9r*rki I Cb '4A'* *1W I y4th4 -1tn 401 .140F(40 4tit) - - -- - I 440 2f,MiSe. (tn -tduoco I - - - - J"M • 4,04-64 Vs. •* !im4al, 10. 11!W;j*.ff aPt- %t1w tcvrh2!; 144 AWG "f 14I * ':: :; NE14 C 1.A I It- P4 I GENERAL DATA %0II010Pl004II - - - ----- :. DCtcveepa1Yypç-- --•1 [ Ait'ia II,,I44•**h.s* all Iff i.4I-2,t2- IUA If? 2.n,3!,$4 OwLtem Petrie rmtettm Soso 1" 0, --- --- - - .--'Yes.S.. I Gatw4 Paaft P4ect *414 bakVrn --- - - - ,-• - USS (AsckII DaaaJ invula IIl4*IyLs use j WW1 W43a14i a t,t Pcltcv U Cctcr.,nica PLC) Yr*. S,t5jwc Iiqtd S1tzttwt iaIcI d2,d t rp II. Pad4ttc4tIøi,es,t - - - - -I - AVAZLA8LE WITH ThE FROWUS DATA/IANAGER 10 CARD (ONLY ONE CARD REQUIRED FOR UP TO 100 I)NERTERS) fW' rEiII*ta14t5a94'0141,ke Wida,i414l** - '4*, .ut*-,2 I I 6d4&tI VOc ha di tcId.xrpatrq.at4qa*e ) TECHNICAL DATA FRONIUS SYMO (480V VERSIONS) INPUT DAT, SYMO III1b SYMO PJIiIi SYMO 22 7-3 490 I - - M% ir3t1titit t,PcINtItU%T I +V'?! 2) t 4.r,t.u14,am,.1)1?Ntf52). -. - ••" 4E3V fiflV 71011 720'! -. i0piIeletRiahqIPolls, 1K - - -K0.1 Y - - 3!3ftv 04W - - - 21iV - - - - - .'-M;44141% - - -. - - - - it)v t-. •Iuu. k4. I * j Lted Dc NA 1A - rdIPfl a FtcMus Shad. Cow replied for Ingalation ong es hat than 15 deg,ess Go 0 : 0 13 Va 14 DIV -I .1i... dt35 ia C.) .. . .. .. S S .. . •. ••..•• • S • • • S • • S Ss•• • S • S S • . •5 IS... • S • S••S • S..... S • . I. S as S ••SIS I. S IS 5•IS• • ...... S •5 SS.• S • S... 1 A.13 ORE CORDIJIT Max. input current 17 A 12.5 A per input 61J0 V Power supply . . DC powered by the array (max. 3W) Dlmc,tIoitt I% xli aiM 7. a 5.x 3j .t. 11 x 7 s.41n. - Weight 4.4 lbs. 8.6 lbs. MAL D.C-3Lilinern wirpjj. AWG ID 0;wc a Max. communication wire size Awto si initea ror max. system vo,iagep Conduit size 314 in. I in. 1'ru1Xti t uo. i rofltu j1lm1n hon4tt' . nan Cninp.itibK wr'.rt Smrs (excludirtJ the frorru, S)'mo i 3 21181 External hardware required None None Urtifu aUUnn .iul rulnewiLre with t.LndurdJ -. - - UL 174 L.FC(. Nrt 15 Clx.i B!J..0 690 12 Naw: Cnrnh lrnteehe, orwrlelntn lornus dwPdrn IftO so 110 kW. 'NaS,: For a,jlornadc sapid ,hutdewn brnrtloual*p the pltiso 10.15kW must hew a taflal tundee Z7364701 0r, Lone, .tseeSW2 won he de I waler dapi p'infowonu nod,, 'molar.,' must be 04.34.4 or tremor. Updalm am available threuh m(vwam qtdaie Cl. non lre273soupd .ini oat be mnCly .tm,nle..kd at wowFronb.aonwa aaUpdain and lrntaaed via use stick or stu.iie ..pdtte via Load,,. bou,we 00 Co ' 0 a) V cm - " .2 D Co (a to. II t1cW)o..... ...S. . . .. S as •• S S ••.. S •• S•••• . S S • . . S S S S S . . S • • S •• •s .•.•• S S :0 5•5 . ..... •• S • S. S I• • S ••••• .••• S 5 S. S..... • ..... . I. •••• . S 5•• Fronius USA LLC I 6797 Fronius Drive Portage, IN 46368 USA pv.support.usa©fronius.com wwwironius'usa.com Version 1.1 1 1/7/16 / Perfect Welding / Solar Energy / Perfect Charging TECHNICAL DATA RAPID SHIJTDOVrJBOX SHIGLE STnlfJG IULTISTRmG — - N*TII3O THE IIMIT% Max. number of It ringe I input outpirt 1 to lnputs/ior2outpuui (each output WMPOP ®V27L E3®X / The reliable rapid shutdown solution for Fronius inverters. ¼ 'c. / The Fronius Rapid Shutdown Box provides the ultimate NEC 2014 code (690.12) compliant solution while enhancing rooftop and firefighter safety. With the Fronius Rapid Shutdown Box, Fronius offers a reliable and easy to install solution for all Fronius SnapiNverters in systems up to 600 V. / Directly connected to the inverter through the same conduit as the DC homeruns, the Fronius solution minimizes the number of components needed providing ease of installation. No additional power supply is needed, reducing overall system cost and streamlining installation. Rapid Shutdown is triggered whenever AC is not present and the inverter rapidly discharges the DC lines, allowing for a seamless code compliant solution to the 2014 NEC requirement for rapid shutdown functionality for PV systems on buildings. / Mounting bracket included. /Can be mounted. per NEC 2014, I on the roof or racking within 10 feet —.--.---' / Built for severe outdoor conditions. \ • .T...tfrom the array or in the attic 5 feet array. / Robust metal housing. / Rated for rooftop install. TEfllaUJALS \input and output terminals are spiiug loaded for Cast and easy connection without special tools. ID SAMPLE COIJFIGURATIOFI I0 0 0 0 0 Ii a 0 o 0 0 0 0 0 0 0 Cl l a 0000 d 0 0 0 0 0 Cl - [H Ii 00 0 0 0 CI Ito a 0001 FkOt4ftiS RAPID SUuTDOWR sox PV AUSAT .M&fo. S•ft ccnemarn -lick- 5xctud1n5 she Pundus byrne 15.0 .3 205/ Freishe G" a* works with Fsunkn Rdd Shut ewa Oou SieI. / Perfect Welding Solar Energy / Perfect Charging tfl IAUG TIlilCill DlIJlSI005 ACID 0Cl2 PASSIOCI: SCIIPTICIG TEll! LIIITS OF POSSIBILITY. / Whether welding technolog% photovoltaic* or battery charging technology — our goal is clearly defined: to be the innovation leader. With around 3,300 employees worldwide, we shift the limits of what's possible. our record of over 900 granted patents is testimony to this. While others progress step by step, we Innovate In leaps and bounds. Just as weve always done. The responsible use of our resources forms the basis of our corporate policy. Further Infnrmatl,n about 411 ftorkst trodets aiti cue iabai .nien pefloren and reprewutathes em to found at mwwjnmi.,os .csueiatiis / A.14 Mediauical Pr0pees I Cob 6.12 lcadvwww LG lcoulfio . Mo.ocimn./N4,ps 161.7x1min of Diabor 12 (iA*a Wire 8usb) I0irflitfl1(b!!_H) 2024o1024e40mm Pont Lo.d(to.t) 5400 P& tRwLc.dftsit) 3ooOl lQltt 203k9 n 3wcto. So. . F68wth3b20sdi ILo.thoiCabin 2.1200mm From ow, . . HKtn to. red42s IF,..., •Anodardskoftm IPrA17ifl.1I-7M 111701 ISO 9001.60 14001. ISO 50001 011545 16001 IEC 61701:2012 Sevw.cy6 __________________ SC 62716:2013 (Ai,mUTo.t) MaMFflR.t1.g - I Prcductrent 25Yo.r, lO48tWsno*yoFPmo. __T.irre,m±rI) 1kw .., '1) 1.liw 90% 2)N20r lit o.c 033% ..vo.l *tio.. 3)9006% rhiit4. 1NM0r_ __ 4!±5C 036%1C Vac - -0.27%/ic hoc 003%/ic Current -Voltage dmSorls&s at various lrrance levels 12.00 10.00 1000W 100 NOW GDOW 600 400 400W 2.00 200W an nrt 000 1000 2000 3000 4000 WltiSV) Current- Wtow characteristics at vatious cell tisnOeratures gilo 120 00 42 20 0 Dws.*l. iClY'I Mod.MTyp. - II0WI2T45 LIOSIUT,is SIC aniOow000 sit Bm00&A200 LMw Aram(W) .. jMPPVAkWvMWM IMPPC(A) 400 425 450 405 430 455 -!3- 415 41-5 419 41.2 965 1024 IQ84 968 1026 1OB6 lOp.eOinitWltiig.*c(V) . 497 49.7 497 493 498 498 iSian CIcatCmuWI1c(A) 1022 1085 11.48 1026 1089 1151 fModuitcnd.Iky(,a 193 30.5 1 21.7 195 207 1 220 -40-490 jM m*ItIi.(V) .1000 I.. riirg (A) 30 Pam WwWty Coeffldw* 6-0 10±5 SIC 6mmirid%mcoataonrra9.IIm 1000 WW#.C.IT.npWae2Sic.AM 13 II,mmvcvic. ± 39 71110 Cd 9rcp90.s0d81100.id SF1200 mew,, widor the 6o.. .14. OYCdIIIC. 100048..' • (100W! p.' 01 2005th,i SELU.. 10Th# IorBfil00ali 2000hWfa, SF1200 WidoW Is -" u&zr,is - I T45 SIC 90100 1W000 Sit 1f 1100 Sf001' - 300 315 337 304 322 341 UPP*irag.Wnpp(V) 390 390 390 394 394 39 4 MPPCuirtitip(A) 769 116 965 7.72 818 866 openomftuakwuK 469 469 469 470 47.0 470 IslwitCk.itO,IInt1,c(A) 822 172 923 625 875 925 P4M0T(tdo,vãn.I Ik.Sdo ..roWgT sr42,$) lrra&mwS00W1m'.airèiw6Wp.rs0ri 20 of. ewdç.sdl nliSçswumNA 1.5 DIniendons (nWn) ' S • Ii I. I II Sl. S II 0•511 • sI• 00 0 .. 0 Co - m Im 13 AJ a33lSS. I. C • S• S S S S 55 ••.S.S • S 55 S S S S S S S 00000 S • S 55 •5 .55.5 S S 55555 • 55.555 • S 55 S • S 5SS5 • S S 55 SSS5S • S••S•• S 5 55 ••IS S "S.5 ci) -D 0 I- 0 U) i -f 1AII0IilI a.TAIl0III.I &!ih'k9.l.l T14F ILflN RiFnirial - t1flSW --.-.-.- .---.---- V.---.- - -,-. -The new I.G. NeON2 BiFo ci at has seen many improvements to earlier LG panels, from longer warranties, higher efficiency and ' lower degradation. .. The LG NeON 2 BiFociol module combines the NeONO 2 double sided CELLO cell with a dear backsheet. This enables the panel to generate power from both the front and rear of the module. Additional power is generated from the light that is reflected off -the roof or ground surface underneath being absorbed by the rear side of the cells of the module. The NeONO 2 BiFacial 405W also adopts LGs unique CELLO technology with 12 multi wire busbars to reduce current resistance, enhancing power output and eanel reliability. Higher output via tilt frames More Power per Square Metre I 1 In optimised tilt frame installations the 405W BiFaclal panel can achieve close to 30% more [ 1 IIiQ I LG NeON2 BiFocial 405W are a similar size to many conventional 360W panels. In internal LG tilt frame 1 J output from sight absorption via the rear of the L J performance tests the LG NeON2 BiFocioI4O5W panel double sided cell. Hiqher reflective backqrounds can produce more than the name plate in optimised and raised installation environments combined will Installation conditions. This means you can get more increase the output far beyond that expected from power per square meter from the NeON*2 BiFaciol a conventional monolacial panel than many panels on the Australian and NZ markets. ,•• : ;.. • .'. . ) , 1 .. •• •• .•-.•. I • 4 0 0 a _ '. .'•." •"'. I, S - I III SI - S I.. is - S S S OLärTM 1 1 25 Years Product Warranty (Parts & Labour) L. 1 Improved 25 Year Performance Warranty I 'Di I III Theinitialdegradationofthemodutehasbeenimproved [ JJ The LG product warranty is 15 ass longer than the L J from -3% to -2%. In the 1st year and the annual rate of - ifldtry standard 10 years and covers 25 ais. The degredation has fallen from .0%/year to 0.35%! year • tylsheldbyD aid Now thereafter. This brings an 89.G%warranted output after - ZaIar.lhcwirranw includes repicamment bbOif0fld 25 year' compared to 80.2% for many competing panels. .naport . ,. . -. Made in Korea Call LG Solar on 1300152179 www.lenery.m.au :~2 YEARS i)u 11.1 . LG H"mrics Pty Ltd ~A-&t1hJQ1Wt4tW*1P 2VJbnderbWDrbe.EntemCnok.NSW2766 I Us idocetiwl W. %a* WaNnn Lwow Iwoaut Tmiiiidn9VAso.nha liP. I I'roe.rt op.c4t20mm 1m%u6pt to pear I0dCC DdwaW019 Pit 1A00 152 119 i AL ilwl.d '°°"s"s°i" I Ufe Good I 5..MOTh%.I5.- I ccMvzw9Uiirnss Ykb:lpw ,c Ob/IiIHIS42 J Al figMs ,o.wiv.d A.15 2/19/19, 9:01 PM SLAxxxM UL Listed Sharp Modules: NU SCxxx NU- SAxxx, UL listed Trina Solar Modules: TSM-xxxDE14A, TSM- xxxDD05A.08 UL Listed Talesun Modules: Hipro : TP66OM-XXX,' V Hipro -rP672M-:. : xxx NRTL Listed Silfab Modules: SLG-M-XXX, SLA-X-XXX, SLGX-XXX, NRTL listed LG Modules: IGXXXN2W-A5, IGXXXS2W-A5, LGXXXN2T-A5, LGXXXQI C-A5, LGXXXQIK-A5 NRTL Listed Mission Solar Modules: MSEXXXSO5T, MSEXXXSO4J MSExxxSQ6S MSExxxSO6J MSExxxSQ4S MSExxxSO5T MSExxxSQ5K NRTL Listed - Axitec PV Page 7 of 40 'EREST SOLAR SYSTEMS, QIMS.E467724- UL Product p1/productspec.uLcomJdocument.php?Id=QIMS.E467 1. Go 0 a - C as U) Pt - O)V d I3o . . .. . .. .. S S • • . 05 •••S•S • . S • • . S • S •V S•S• . S • S. •• 5••5 V _ S 00505• • 5 S•S S • .. S • S ••S•• • S • .. ••.... • 5 5555•I V .. .... .. S ...S A.16 EVEREST SOLAR SYSTEMS, QIMS.E467724 - UL Product Spec 2119/19,9:01 PM UL PRODUCT CATEGORY Mounting Systemst Mounting Devices, Clamping Devices and Ground Lugs for Use with Photovoltaic Modules and Panels See General Information for Mounting Systems, Mounting Devices, Clamping Devices and Ground Lugs for Use with Photovoltaic Modules and Panels EVEREST SOLAR SYSTEMS E467724 Ste 111 3809 Ocean Ranch Blvd Oceanside, CA 92056 USA V . Cat. No. Investigated for. Bonding Investigated for Mechanical Loading System Fire Classification B or C) V .. Tested in V Combination With Photovoltaic mounting system Everest CrossRail System See below See below A For System Fire V utilizing CrossRail 48,48-S, 48- . . Classification X and 48-XL rails, 44-X with or V UL Listed PV • without array skirt. V . module: Everest MiniRail EXPess V Kyocera V System KDxxxG-LPB2, V CSA Listed PV module: V Solar World Sunmodule V Plus, SWxxx V - Mono (where xxx is the V V / —waftage) Any Listed Type V V 1 Rated PV modul — An y is e ype e, 2 Rated PV V module, V V Any listed Type httpIproductspec.uI.comIdocument.php?idOIMS.E467724 . Page 1 of 40