Loading...
24A-187 (4) 45 JACKSON ST BP-2020-1168 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:24A- 187 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2020-1168 Proiect# JS-2020-001969 Est.Cost: $23162.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sg. ft.): 6490.44 Owner: ADAMS WILLIAM R Zoning: URB(93) Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 45 JACKSON ST Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 0 Liability HATFIELDMA01038 ISSUED ON:5/27/2020 0:00:00 TO PERFORM THE FOLLOWING WORK:19 ROOF MOUNT SOLAR PANELS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway.Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 5/27/2020 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner v "lepart nen-use -;v City of Northampton Sta- s of Perrr Building Department Cure tsu: rsroe icy Pe"-a 212 Main Street Se,A,Br,'Sept,c 3.varlabilcy_ Room 100 fhatef",'iell. ,ailabtlt-y Tay,y Northampton, MA 01060 Nw._ Sets of Strut--a Plans �q A� ne 4'T3-587.1240 Fax 413-587.1272 P3t;Sit_ Plans Other Speof APPU Tt±O O CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Pranerty Address: This section to be compiee�ted 6y office 45 Jackson St map -- Lot / v / Unit Northampton MA 01060 Zone Overteyr District Film SL District CB Distrkt SECTION 2-PROPERTYRSMPIP1AUTHORIZED AGENT 21 Owner of Record: f4-(Ks o 4)ST- William Adams Northampton MA 01060 4art'8(P'nntl �, e Curr8n;Mailnr,�Lndne&S' A,�q 413-584-3237 Toophore Signature 2.2 Authorized Aaant° Northeast Solar 136 Elm St. Hatfield, MA 01038 Nacre(Pn . Curran,Math,,Addrerw "' A & �9' . 413-247-6045 signature Teitsphare Item Estimated Cast(Dciiars)to be Official Use Only coroeled by permit aWicant 1. Building (a)Bulldinp Pennit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(KVAC) � S. Fire Protiecborr► 6. Total = 1 *2 +3 *4 + 5 $23,162 check.Number ,p This Section For Official Lies OnIv Building Permit Nu �P" da • r I � -) Date Issued: G Sipnakas: J '2-7- Zo w Butdbv arMrrpw1W of BuiltIngs Date Section 4. ZONING All information Must Be Completed, Permit C:an 9r Denied Oue To Incomplete information Existing Proposed Required by Zoning This ooiumn to be riillod in b2. IluiAng Deparanex Lot Sim � From _ Se*acks Front Sian L: R: L: R: Rear —J Building Height Bldg. Square Footage % Open Space Footage % (Loi rnG iiinoa bit A paY4d in of Pwking S os Fill: vnluere&Locatoa A. Has a Special Permit/VartancedFirlding ever been issued for/ort the site? AX NO 0 DONT KNOW YES IF YES, date issued: IF YES. Was the permit Marded at the Registry of Deeds? NO 0 DOWT KNOW YES IF YES: enter Book Page and/or Document#r U. Cvc­� Loc site con td i-- a Unouk, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a acrrrlit txen or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YE5 No !F YES, detcW)e size, type and location: U. A-e t--err dny propmed changes to or additions of signs intended for the property ? YES 0 NO 0 iF YES, describe size, type and location: E. 'Nit the constructs©n activity daturb(clearing,grading,Weavalion,or filling)ower 1 acre or is d IW of a cornm€jn pian that will disturb over i acre? YES P40 INA IF YES,then a Northampton Socrrnwatef Management Permit from the DPN is required_ SECTION 3-DESCRIPTION OF PROPOSED WORK(check a1I snabcshlsl New House ] Addition Replacement Windows Alteration(s) ® Roofing n Or Doors 0 Accessory Bldg. Q Demolition New Signs (0) Decks IBJ Siding ([O) Other(yo Brief Description of Proposed Install 19 solar panels on Roof Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roll -Sheet (Ia.ff ffM Ilhogno and tI1 &ddftm jo*KWfsa hggWRL 2ggElft d fg p a. Use of building :One Femity Two f=amily Other b. Number of rooms in each family unit: Number of bathrooms c. Is these a garage attached? d. Proposed Square footage of new construction_ Dimensions e. Number of stones? f. Method of heating? Fireplaces or Woodstrnres Number of each g. EnerW Conservation Compliance. Messcheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No I. Depth of basement of cellar floor below finished grade k. Will building conform to the building and Zoning regulations? Yes No. i. Septic Tank City Sewer Privatewell City water Suppty SECTION?a-OWNER AUTHORIZATION-TO BE COMPLETED,WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I William Adams as Owner of the sut>fect Property hereby authorize Northeast Solar to act on my behaff,in ell a rs rel t work authorized by this building permit application. !�, wi 2 p•ZI� 5i a urs or Owner i}rbte I, Gregory Garrison/Northeast Solar as Ownen;Authonzsd Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the lest of my knowledge and belief. Signed under the pains and penalties of perjury. Gregory GArLson Print hs" _...'A, 1:��4V Si m':urr Ol C)wrmer� l DeAB SECTION 8-CONSTRUCTMN SERVICES :�] 1,J„j 1W Conalrucil an§1jpgCjIs2 : Not Applicable ❑ Phillip Saunagard J�an�tiitl[r�ldlll ttoteeF: C510 5113_ License Nu=rber 41 Heath Rd Colrain, Ka 01340 6/7/21 Address Expira6cn ork 7 413-247-6045 `B of ns 9. Realstered Home lmproveMnt Contractor: Not Applicable ❑ `:oi�_1C�lSt Solar 163641 C4mpi^y Name Regis,.rat or= Number 136 Elm S Hatfld, Ma 01038 _ 7/13/2021 J'Hress Expiration Deis )/V Telephone 413-247-6045 SECTION 110 Pr-RMTX;N INSURANCE AFFIDAVIT(I&G.L. c.15Z 12SC 6)) Workers Compensation Insurance affidavit must be campieted and submitted wth this applicaticn. Failure to provide this affidavit will result in the denial of the issuance of the building ermi. Signed Affidavit Attached Yes.......M No...... ❑ 11. - Nome Owner Exemption The current exemption for"homeowners'was extended to include Owner-occupied Dwellings of one i I of :-.1 of 2% t*rr.i'.1.Lti and to allow such homeowner to engage an individual for hire who docs not possess a license,provided tbal the owner acts as auoervisar,C11R?88. Cilth Edition Section 188 x.5,1, Definition of Horneowpgr: Person(s)when own a parcel of land on which hefshe resides or intends to reside,on which there is,or m.iu_nded to be,a one or two farnilyr dwelling,attached to detached struc=tures accessory to such use and,or farm structures. A person who constructs more than one home in a two-;ear period shall not be considered a homeowner. Such"hon-:o%.%ne_" =:.all submit to the Building Of5ci4 on a form acceptable to the Building OfficiA that hershe shall b responsible for all such%umIk performed ander the bnildla naiWL As acting ,S8 ate•••►r your presence an the job site wilt be required from time to timet,diving and upon completion of the work for which this permit is issmed. Also be advised that with reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)ofthe Massachusetts General Laws Anneumcd,you may be liable for person(s) you hire to perform wxrrk fere you urxlcr this permit. The undersigned"homeowner"certifies and ams responsibilityr for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Anrx=cd. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: The debris will be transported by: Iv �J (—tz LO to The debris will be received by: �LJ6'Y' �� Az-- kj Building permit number: Name of Permit Applicant : 20�4- WAU.5t Yat! Wnature of P*itApplica The Commomveakh of Massachuset& Departnwnt o,f Industrial Accidents ,face of Investigations I 1 Congress Street, Smite 100 Boston, MA 021.14-2017 ` www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield,Ma 01035 Phone#:413-247-6045 Are you an employer?Check the app rop riate box: Business Typ a(required): 1. ,❑ I am a employer with 17 employees(full and/ 5. ❑Retail of part-time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.0 I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl. real estate, auto, etc.) empl oye e s w orking for m e in any c ap acity. [No workers' comp.insurance required] ❑Nan profit 3.❑ We are acorporationand its offrcershave exercised 9. ❑Entertairmerd their right of ex emptianper c. 152,X1(4), and we have 10.❑Manufacturing no employees. [No workers'comp. insurance required]* 4.E] We are anon-profitorganixation staff e d by volunte ers, 11.❑Health Care with no employees. [No workers' camp. insurance req.] 12.0 Other *Any applicant that checks bout#1 msst also fillcut the sectimbelow showing their workers'compensatim policy irirorrnation **If the corporate officers have exempted themselves,but the corporation has other engloyees,aworkers'compensationpolicyis required and Buchan organimtion should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is tka policy information. Insurance CompanyName:Gotham Insurance Company Insurer's Address: 45 Jackson St City/State/zip: Northampton MA 01060 Policy#or Self-iris.Lic. K #WC201900019843 piratianDate: 7/8/2020 Ex Attach a copy of the workers' comp ensatio n p o licy declaration page(showing the policy numb er and exp iratio n date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwardedto the Office of Investigations of the DIA for iante coverage verification.ur I do hereby certify, under A an M edury that the information provided above is trete and correct. Signature: Date: 3/3/2020 Phone#:413-247-6045 Oficial use only. Do xotwrite ' area,�be completed by c#y or town official City or Town: Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk d.Licensing Board 5. Selectmen's Office 6.Other Contact Person: Phone#: www.rnwsgovldia NORTSOL-01 JHOGAN ACORO CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) `--�� 2/127/227/2 020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Roblin Insurance Agency PHONE — – — FAX 144 Gould Street Suite 100 (A/C,No,Ext):(781)455-0700 I(MC,No):(781)449$976 Needham,MA 02494 E-MAIL ertifiCeeonnsurance.com ADDRESS;C_ tsrblii -�- r INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Gotham Insurance Company INSURED I�_INSURER 8:Safety Insurance Company ___139454 Northeast Solar Design Associates, LLC INSURER C:New York Marine and General Insurance Company 16608 136 Elm StreetINSURERD: Hatfield,MA 01038 INSURER E: _ r INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBS POLICY EFF POLICY EXP TYPE OF INSURANCE IN)SD yyV POLICY NUMBER M/DDIYYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PK201900018166 7/8/2019 7/8/2020 DAMAGE TO RENTED 500,000 PREMISES(Ea occurrence) $ MED EXP Any one person) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE __�$ 2,000,000 POLICY X jpa �LOC PRODUCTS-COMP/OPAGG $ - 2,000,000 OTHER: B AUTOMOBILE LIABILITY (EaCOMBINED SINGLE LIMIT 1,000,000 ANY AUTO 5909629 7/8/2019 7/8/2020 BO a-ca $ r BODILY INJURY Perperson) I$_ OWNED SCHEDULED - AUTOS ONLY X AUTOS SSWN BODILY INJURY Per accident $ X AUTOS ONLY X AUOTOS ONLY (Per deer MAGE $ i A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE UM201900008269 7/8/2019 7/8/2020 AGGREGATE a 1,000,000 DEDTX7 RETENTION$ 109000 C WORKERS COMPENSATION X PTAT I ERH� AND EMPLOYERS'LIABILITY Y/N WC201900019843 7/8/2019 71612020 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT -_$ _ OFFICER/MEMBER EXCLUDED? NJA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE$ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Issued as evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cit f Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City op ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton, MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD C-crrtr wmweatth M Massachusetts C*diskin of Protesnional Lrcensum. &lard at RuildWq Regulations and Starxiards Constrvctton 'Supervisor CS AM 13 empires: 0614712021 PMWP BAUNSG 41 HEATH ROAD COLRAIN MA 01 lot Commissioner HOME IMPROVEMENT CONTRACTOR Registration valid for VXHvidual use only TYPE:!LC before expiration fit@, If found return m Reaisbatton EAyiration Office o1 onsumer Ins and Business Regulau(;n 3 G7l13/2021 1000 W ington S •Suite 710 NORTHEAST SOLAR DES1,GN ASSOC Bosto 02118 REGORY GARRISON 136 ELM ST , �IATFIELD,MA 01038 Undersecretary t Valld W thOU nature Roof mounted solar array with 19x LG modules and r ; . 19x Enphase IQ7PIus-72-2-US * � V r► microinverters lot low Ale '• 1.. j e est ' ' t • 1 Main electric : :err a J r Kms► ''`°fir '' panel in ,. basement 6 Utility meter and utility accessible solar AC disconnect on exterior wall William Adams 45 Jackson St Northampton, Ma 01060 Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 19, 2020 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: William Adams,45 Jackson St,Northampton, MA: Structural assessment of existing house roof to support proposed solar array. I have investigated the existing roof framing for the proposed PV solar panel installation. The original 23'x 34' 2-story house was constructed around 1927. 19 PV solar panels are to be installed on the back east facing roof of the house. The house roof is framed with 2x6(2"x 5V2") rafters installed at 24"on-center, spanning 11'4'with a 9/12 roof slope. 2x6 attic joists, installed 16"on-center are attached to the sides of the 2x4 wall studs just under of the 2x4 top plate that the rafters are attached to and prevents the roof from spreading. The roofing is composite asphalt shingles. Snow guard are to be install on the solar panels. The house 2x6 east rafters that will support the solar panels will need to be reinforced to be able to support the proposed solar panels and meet the structural requirements of the current MA State Building Code. Reinforce the existing rafters by sistering a new 2x6x10', centered along the existing rafter span, and nailed with 2-12d nails at 12"on-center or 2 - 2%z"TimberLok screws at 16"on-center. I have reviewed the mounting details for the proposed solar array. Based on my calculations and on the specified PV solar panel unit weight of 38f lbs,with the attachment points of the array placed at a maximum of 4' on-center and staggered to minimize the load to any one rafter,the reinforced house roof framing,as outlined above, is adequate to support the proposed PV solar array, snow guards, and the snow and wind load requirements of the current MA State Building Code for the Town of Northampton. Please contact me if you have any questions or need additional information. Sincerely, (H OF M,DAVgssq tales EI A. VRLAND �yv' David Vreeland, PE o CIVIL Vreeland Design Associates " No. 46317 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 LG NeON"z LG350N1C-V5 Preliminary General Data Electrical Properties(STC*) Cell Properties(Maoeruil Type) MonocrystallineM-type Model LG350N1C-V5 Cell Maker LG Mmdm—Power(Pmax) [VJJ 350 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) M - 35.3 Number of Busbars 12EA MPP Current(Impp) [A] 9.92 Module Dimensions(L x W x H) 1,686mm x 1,016mm x 40 mm Open Circuit Voltage(Voq 5%) M 41.3 Weight 17.1 kg _ Short Circuit Currerrt(Isc,-5%) [A] 10.61 Glass(Material) Tempered Glass with AR Coating Module Efficiency D61 20.4 Backsheet(Cola) White PowerTderanne I[uJ 0-.3 Frame(Material) Anodized Aluminium -STC(Standard Test Condition):Imadiance 1000 W/m',as gmperature 25 Y,AM 1.5,Measure Tolerance t3% Junction 8-(Protection Degree) IP 68 with 3 Bypass Diodes Cables(Length) 1,000mm x 2EA Operating Conditions Co—tor(Type/Maker) MC 4/MC OperatingTemperauae ['c] -00-+90 Maxmxm System Voltage M 1 ODD(IEC) - Maximm Series Fuse Rating [A] 20 Certifications and Warranty Mach—cidTest I-&(Front) DWPsf] 5,400/113 IEC 61215-1/-1-1/2:2016,IEC 61730-1/2:2016 Mechedcal Test Load-(Rear) [Pa/psf] 4,000/84 Certifications ISO 9001,ISO 14001,ISO 50001 •Mechanical Test Loads 5,400 Pa/4,000 Pa based on IEC 61215-2:2016(Test Load-Design Lord x Safety OHSAS 18001 Factor(1 5)) Salt Mist Corrosion Test IEC 61701:2012 Severity 6 Ammonia Corrosion test IEC 62716:2013 Packaging Configuration Fire Rating Class C(UL 790) Number of Modules per Pallet [EA] 25 Number of Modules per 40ft HQ Cantakr� [EA] 650 Soler Module Product W ry 25 Years _eO_.____.-- - -- Packaging Bat Dknensiors(Lx W.H) [mm] 1,750 x 1,120 x 1,221 Solar Module Output Warranty Linear Warranty• ---- -Improved 1 st year 98%,from 2-24th year.0 33%/year down,after 25th year 90.08% Packaging B-Gross Weight [kg] 464 Temperature Characteristics Dimensions(mm/inch) NMO" [°C] 4213 Pmart NIC] _ - -0.36 Voc NMI -- -0.27 ioie.ora.o Ise [%/'C] 0.03 •NMOT(Nominal Module Operating Temperature)Irrad—800 W/m2,Ambient temperature 20-C, �i�.Hei.. .oro.e to. ist Wind speed 1 m/s,Spectrum AM 1.5 Io-v.Hra wig Electrical Properties NMO Model LG35ON1C-VS ill—power,(Pmmt) [W] 261 MPP Voltage(Vmpp) M 33.0 MPP Cnrrent(IrW) [A] 7.91 Open Circuit Voltage(Vm) M 38.80 Short Circuit Currant Qsic) [A] 8.53 rmi;�.am i i e i IN Curves a• 12.0 10.0 8mw 8.0 6D 000r a 40 aoow 2.0 ztoW s r T 0.0 00 10.0 20.0 300 40.0 Voltage IV) ® LG LG Electronics Inc. Product specifications are subject to change without notice 2000Business Division 2000 Millbrook Drive Business +� Lincolnshire,IL 60069 Life's Good www lg-solarcom 0 2019 LG Electronics All rights reserved N❑+�_4 LG35ON1C-V5.indd 2 6/27/19 1:02 PM ZZAdk IRONRIDGE XR Rail Family Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect against buckling and safely and efficiently ► transfer loads into the building structure. .� Their superior spanning capability t` "° requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. AA , .. , Force-Stabilizing Curve Sloped roofs generate both vertical and lateral rte_' forces on mounting rails which can cause them to bend and twist.The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting.This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials XR Rails are IronRidge offers All XR Rails are made of 6000-series compatible with a range of tilt leg aluminum alloy,then protected with an FlashFoot and options for flat anodized finish.Anodizing prevents surface other pitched roof roof mounting and structural corrosion,while also providing attachments. applications. a more attractive appearance. XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. XR10 XR100 XR1000 XR 10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle no snow.It achieves spans up to 6 feet, wind and snow conditions,while also extreme climates and spans up to 12 while remaining light and economical. maximizing spans up to 10 feet. feet for commercial applications. • 6'spanning capability 10'spanning capability 12'spanning capability • Moderate load capability Heavy load capability Extreme load capability • Clear&black anodized finish Clear&black anodized finish Clear anodized finish Internal splices available Internal splices available Internal splices available Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.' Values are based on the following criteria:ASCE 7-16, Gable Roof Flush Mount, Roof Zones 1 & 2e, Exposure B, Roof Slope of 8 to 20 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed certification letters. ■ . . • . Rail . . 90 120 None f 140 XR10 160 !��l I 90 120 20 140 160 90 30 160 90 40 160 80 160 120 160 `Table is meant to be a simplified span chart for conveying general rail capabilities.Use approved certification letters for actual design guidance. 9TM i t . - 248 Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 SUNMODO CORPORATION connection capacities of fasteners used with the specific 14800 NE 65'h Street proprietary preservative-treated or fire-retardant treated Vancouver,WA 98682 lumber SUNMODO EZ ROOF MOUNT L-FOOT KITS 3.0 PRODUCT USE FOR SHINGLE ROOFS 3.1 General: EZ Roof Mount Kits — K10068-XXX are mounting assemblies used to attach solar panels and other CSI Section: types of approved equipment on roofs with asphalt shingle 06 25 23 Wood,Plastic,and Composite Fastenings roof coverings. 07 71 00-Roof Specialties EZ Roof Mounts are specifically designed to be used for 1.0 RECOGNITION installation of solar collectors for thermal energy or photovoltaic energy production in accordance with IBC SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs Section 1511 and IRC Sections M2301 on roofs. recognized in this report has been evaluated for use as mounting assemblies to attach solar panels and other types 3.2 Design:Tabulated allowable loads shown in Table 1 of of approved equipment on roofs with asphalt shingle roof this report are based on allowable stress design(ASD)and coverings. The structural performance and weather include the load duration factor, CD, corresponding with protection properties of the SunModo EZ Roof Mount L- the applicable loads in accordance with the ANSI/AWC Foot Kits for Shingle Roofs have been evaluated and comply National Design Specification(NDS). with the intent of the provisions of the following codes and regulations: Where the roof mounts are exposed to sustained temperatures exceeding 100°F (37.8°C), uplift allowable • 2015,2012,2009 and 2006 International Building loads shall be adjusted by the temperature factor, C,, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature a 2015, 2012, 2009 and 2006 International factor, Ct, which applies to the roof mount connected to Residential Code®(IRC) supporting wood members where sustained temperatures up to 150°F(65.6°C).When products are attached to wood 2.0 LIMITATIONS framing having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet Use of the EZ Roof Mount Kits-K10068-XXX recognized service is expected, the allowable loads shall be adjusted in this report is subject to the following limitations: by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members shall be analyzed 2.1 EZ Roof Mount Kits-K10068-XXX shall be installed for load-carrying capacity at the connection in accordance in accordance with this report, the manufacturer's with the NDS. published installation instructions and the codes listed in Section 1.0 of this report.Where conflicts occur,the more 3.3 Installation: EZ Roof Mount Kit—K10068-001 shall restrictive shall govern. be installed using the 5/16-inch (7.94 mm) diameter stainless steel lag screws at each bracket location as 2.2 Calculations to verify the imposed loads on the EZ described in the manufacturer's published installation Roof Mount assemblies do not exceed the allowable loads instructions.Lag screws shall penetrate into the roof rafter contained in Table 1 of this report and shall be submitted a minimum of 2Y2-inches(63.5 mm). Prior to installation, to the code official when requested.The calculations shall the roof rafter shall be bored with the required lead and be prepared by a registered design professional when clearance holes for the unthreaded and shank portions of required by the statues of the jurisdiction in which the the lag screw as set forth in Section 12.1.4 of the NDS-15 project is to be constructed. (Section 11.1.4 of the NDS-12 and-05).Threaded portion of the lag screw shall be inserted into its lead hole by 2.3 Fasteners used in contact with fire-retardant-treated or turning with a wrench and not driving by a hammer. preservative-treated lumber shall comply with 2015 IBC Section 2304.10.5 (2012, 2009 and 2006 IBC Section Use of auxiliary holes in the Shoe other than the use of an 2304.9.5 or the 2015,2012 and 2009 IRC Section R317.3 extra fastener to stop the shoe from rotating during (2006 IRC Section R319.3), as applicable. The report installation is outside the scope of this report. holder or lumber treater shall be contacted for recommendations on minimum corrosion resistance and Flashing shall be installed the full length under the shingle up to the raised portion of the flashing to prevent water .,,.,. The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely, as applicable,in accordance with IBC Sedan 104.11.This document shall only be reproduced in its entirety. Copyright©2018 by International Assoaation of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-877-41ESRPT-Fax 909.472.4171 web:www.un#brmres.org 4755 East Philadelphia Street,Ontario,California 91761-2816—USA Pagel of 6 + WTM . - 248 Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 ingress under the shingle.No portion of the flashing shall complying with ASTM D1761 and F1575. The wood be bent upward;the flashing shall rest fully against the roof screws shall be long enough to penetrate and extend shingles. beyond the wood sheathing by 0.5 inch(12.7 mm).Wood screws shall be corrosion-resistant. Table 1 of this report EZ Roof Mount Kit-K10068-020 shall be installed using provides pull-out capacities and allowable lateral loads for four OMG Screws XHDO02B complying with Section 4.2 typical roof sheathing. of this report.The wood screws shall penetrate and extend beyond the wood sheathing by %Z inch (12.7 mm) as 5.0 IDENTIFICATION described in the manufacturer's published installation instructions. SunModo's EZ Roof Mount Kits - K10068-XXX are identified with a label bearing the manufacturer's name and 4.0 PRODUCT DESCRIPTION address,product designation,IAPMO Uniform ES Marks of Conformity, compliance code, the name of the inspection 4.1 Product Information agency(when applicable)and this evaluation report number (ER-248). 4.1.1 EZ Roof Mount Kit-K10068-001:consists of five basic components: (1) shoe assembly with captive waterproof washer, (2) lag bolt to fasten through the shingles to the wood roof rafter,(3)flashing that is placed A P MO U E S under the row of shingles above the shoe and then over the shoe, (4) L-Foot that is placed over the protruding shoe ES threads and (5) hex cap that is secured on to the shoe. TM Figures 2 to 6 of this report illustrate the components. Or IAPMO ER-248 4.1.2 EZ Roof Mount Kit-K10068-020:consists of five basic components: (1) shoe assembly with captive 6.0 SUBSTANTIATING DATA waterproof washer,(2)OMG Screws XHD00213(lag bolt not included), (3) flashing, (4) L-Foot, and (5) hex cap. Testing and analysis data submitted is in conformance with Figures 2 through 7 of this report illustrate the components. IAPMO UES Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(EC 002-2017). 4.2 Material information: EZ Roof Mount is fabricated from aluminum. The Shoe assembly is fabricated using Rain test data and thickness of aluminum flashing casting aluminum alloy with dimensions of 2.80 inches(71 submitted is in conformance with ICC-ES AC 286, Roof mm)in diameter and 1.00 inches(25.4 mm)in height.The Flashing for Pipe Penetrations-Approved October 2012, Shoe assembly is secured using one 5/16-inch(7.94 mm) editorially revised August 2013. Rain test conforms to diameter lag bolt that is 4 inches(102 mm) in length and Underwriters Laboratory Standard for Gas Vents,(UL 441- made of stainless steel. Flashing is fabricated from sheet 96 Section 25). Test results are from laboratories in aluminum with dimensions of 10.0 inches (254 mm) in compliance with ISO/IEC 17025. width, 12.5 inches (318 mm) in length and 0.04 inches (1.02 mm)in thickness. The L-foot is a 2.00 inch(50.8 mm)long unequal leg angle made from 6005-T5 aluminum with dimensions of 3.00 inches(76.2 mm)in depth,2.00 inches(50.8 mm)in width and 0.24 inches (6.10 mm) in thickness. The L-foot contains a 0.375-inch(9.53 mm)diameter round hole with a 0.83 inch(21.1 mm)wide and 0.99 inch(25.15 mm)(in base)that is located in the center of the base leg. One slot measuring 1.64 inches(41.7 mm) long by 0.40 inch(10.2 mm) wide occurs in the center and is located 0.30 inches (7.62 mm)from the top edge of the vertical leg,which has a scallop front and rear face.Table 2 of this report provides component material properties and figures. Fasteners used to secure the EZ Roof Mount Kit-K 10068- 020 to minimum '/:-inch (12.7 mm) thick plywood roof sheathing complying with DOC PSI shall be OMG Screws XHDO02B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 UES EVALUATION REPORT Number: TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on SunModo EZ Roof Mount L-Foot Kits for Shingle Roofs to assess conformance to the codes shown in Section 1.0 of this report, and serves as documentation of the product certification. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Richard Beck,PE,CBO,MCP Vice President Uniform Evaluation Service � 0,'� GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at info(&uniform-es.oa Page 3 of 6 VTM , , •Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Table 1: Allowable Loads(lbs) EZ Roof Mount Kit—K10068-001 Test Load Test Load at Load Direction at 0.250- 0.125 inch Allowable (Figure 1) inch deflection Design Load'•z deflection Uplift(Withdrawal)' 1,800 1 695 715 Lateral 240 1 130 260 EZ Roof Mount Kit—K10068-0204 Test Load Test Load at Load Direction at 0.250- 0.125-inch Allowable (Figure 1) inch deflection Design Load" deflection Uplift-2 in. screw 770 396 200 Lateral -2 in. screw 232 114 85 Uplift-3 in. screw 777 390 177 Lateral -3 in. screw 264 157 102 For SI: 1 inch=25.4 mmm Footnotes ' Allowable load values are based on the least value from ultimate load tests divided by the safety factor,calculated fastener capacity(withdrawal or lateral)for wood,or allowable stress of the connector load(specified in Section 5.4 of EC002-2016), whichever is the lowest. 2. Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal). Allowable load values for withdrawal are based on a minimum fastener penetration of 2'/2 inches into the roof rafter. 4. Allowable load values are based on 4 fasteners penetrating through minimum 'h-inch thick wood sheathing. Page 4 of 6 Es EVALUATION REPORT Number:��'",-- 248 Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 Figure 1, Loading Directions TABLE 2:MATERIAL PROPERITES Component I Material EZ Roof Mount Kit—K10068-XXX Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 OMG Screw XHDO02B(#15x2 or Corrosion resistant wood screws #15x3 L-foot Aluminum alloy 6005-T5 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 Page 5 of 6 UES EVALUATIONREPORT Number: TM Originally Issued: 09/26/2012 Revised: 10/15/2018 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS Val , Figure 2:Shoe Assembly Figure 5: Hex Cap Figure 3: Lag Bolt Figure 6: Flashing Figure 4: L-foot Figure 7:OMG Screws Page 6 of 6