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32 AUSTIN CIR BP-2020-1006 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:29-352 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 1 ERMIT Permit# BP-2020-1006 Project# JS-2020-001701 Est.Cost: $32909.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sa.ft.): 15638.04 Owner: KOLAKOSKI MICHAEL J zoninjz: Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 32 AUSTIN CIR Applicant Address: Phone: Insurance: 136 ELM ST (,413)247-6045 0 Liability HATFIELDMA01038 ISSUED ON:3/10/2020 0:00.00 TO PERFORM THE FOLLOWING WORK-28 SOLAR PANELS ON ROOF 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 3/10/2020 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner A\�� P414 c0LAA:�-,6SkI Department use only City of Northampton �l = s 6 Perrrwl: Building Department ,T 9 Curh. u._nveway Permit 212 Main Street vo o," 9 er Seal:-Availabili-y Room 100 tear; Avaaablr-.y Northampton, MA01060 Hr S s of Stry-ci_•a Plans phone 413.587.1240 Fax 413.587.1 ite Plays o,Opp ,; �Asn er Spkbfy APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 ProoertY Address: Tnis section to be completed by office 32 Austin Cir Map --)Cf Lot :,�,G -)— unit Florence MA 01062 Zone Overlay District Elm 3L District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: 32 Austin Cir chael Ko koski Florence MA 01062 Vane IN , ® Curtery htailnr,ACdress (413) 250-7401 7�enr.or e h 41J S�P3naturg 2.2 Authorized Agent: Northeast Solar 136 Elm St. Hatfield, MA 01038 Vane Wnntl Curren,Ma+lnr,Address' 413-247-6045 Siyrsiture Telephurn EQ-TION 3-ESTIMATED CONMUCTION COSTS Item ' Estimated Coat tDoilars l to be Official Use Only corroeled by permit apoicant 1. Building (aI Buildinq Permit Fee 2. Electrical (bI Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) - -76 5. Fire Protection 6. Total = 1 +2+3 -4 + 5 $32,909 Check Number //��,, /,,This Section For Official Use Onl Building Permit Number: 9!�'a� O' 1000 Date Issued: Signature: 84,bn� '0Mff'rssro9uttrww Date SECTION S-DESCRIPTION OF PROPOSED WORK(check alt■R212 Mel New House Q Addition ❑ Replacement Windows Alteration{s} Roofing Or Doors 4 Accessory Bldg. ❑ Demolition ❑ New Signs (0) Decks Il[:� Siding la) Other(INS( Brief Description of Proposed Install 28 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 ea.N Now house and cw addNion to wdsUfm housina.comolMe On folkm4na: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Num of Bathrooms C. Is thele a garage attached? d. Proposed Square footage of new construction_ D+mensions e. Num of stories? f. Method of heating? Fireplaces or Woodstov�es Numberof each g. Energy Conservation Compliance_ Masscheck Energy Compliance form attached? h. Type of construction 1. Is construction wrthin 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No I. Depth of basement or cei tar fk)or below finished grade K. Will building conform to the Budding and Zoning regulations? Yes No. I. Septic Tank City Sewer Private-well Gly water Supply SECTION is-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Michael Kolakoski as Cramer of the sublect property hereby rrze Wortheast Solar to act behalf,in all rqfittWs relative to work authorized by this building permit application. 17 11 el Si i .ure_or Owner Date I, Gregory Garrison/Northeast Solar as ownerrAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accufate,to the best of my knowledge and beiief_ Signed under the pains and penalties of perjury. Gre o rriso Print harltie ..j I-ALY, 5i azure or CM" Ar VJZXLDox SECTION 8-CONS TRUC!"10% SERVICES 8.1 Licensed Construction Sunervlsor: Not AppliceD e ❑ Phill_p Baunsgard Nems of License Haber C S 1'J 6-1 i --- 1L'I ler 41 Heath Rd Colrain, Ma 01340 6/7/21 rens =xpi•ari r Ja.e 413-247-6045 are JGPhone Reaisterea Home Improvement Ccniractor. NotApplicaoe ❑ Northeast Solar 1E3641 Company Nems kegis-.rat a, Numoer -- 136 Elm St. Hatfield, Ma 01038 7/13/2021 A.'.Lress Expiration DataAA n A -- Telephone 413-247-6045 SECTION 10-1WO& PENSATI INSURANCE AFFIDAVIT(M.G.L c.152,§2SC(ti)) 'r'i orkers Compensation Ins,.:ranee affidavit must be oompleted and submitted with this application. Failure to provide this affidavit VAII result in the Cenral 4f the issuance of Gee building arrnit. Signed Affidavit Attached Yes..... . t No,..... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Da ellincs e f one(1) or two(2)families and to allow such homeowner to engage an individual for hire who docs not ptc scss a license,pro,,idcd that the owner sets as superritor. CN1R'8i0, Sirth Edition_5eetlon 108.3.5.1. Definition of Homeowner: Person;'Srl Who o'.,,,n a parcel of land on which he.fshe resides or intends to reside;on which there is,or is intended to he, a one or two family dwelling,attached or detached structures accessory-to such use and or farm structures. A person who constructs more than one home In a two-year Period shall not be considered a homeo+,,ner. Such"homco-.tine_"ahaII Subrnat.o the Building Offleial,ort a form acceptable to the Building Official,that hc;she shall be responsible for all such work performed under the bulldlnc permit. As acting Canstructlon Suner,,-lsor your presence on the job site will be required from time to time,during and upon completion of the work for whLeh this permit is issued. 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 La's Annotated,You mm be liable for person(s) you hire to perform swk for you under this permit. The undersigned"homeowner certifies and as;tuncs Tcsponsi-bility fbr compliance with the State Building Code,City of Northampton Ordinances`State and Local Zoning Laws and State of Massachusetts General Laws Annotated. 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: {y�`� C l�'�� :,,.�,�► The debris will be received by: Building permit number: Name of Permit Applicant : l )Oc�1�r Date ture of Permit pplicant 77ae Commonweah*o,f Massachuset& ., ,..�. Department of Industial Accidents Office o,f Investigations I Congress Stmet, Saute 100 Boston, MA 02114-2017 r www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print L egibl_y Business/Organization Name:Northeast Solar .Address:136 Elm St. City/State/Zip:Hatfield,Ma 01038 Phone#:413-247-6045 Are you an employer?Check the appropriate box: Business Type(required'): 1. ,❑ I am a employer with 17 employees(full and/ 5. ❑Retail or p art tim e).* 6. ❑Restaurant/B ar1E ating E stablishm ent 2.0 I am a sole pr oprietor or p artner ship and have no 7. []Office and/orSales(incl.real estate, auto, etc.) employees working farm a in any capacity. [N o workers' comp.insurance required] $ ❑N on-profit 3.El We are a corporation and its officers have exercised 9. ❑Entertairmert their right of ex em.ptianper c. 152,§1(4), and we have 10.❑Manufacturing no employees.[No workers' comp.insurance required]* 11.❑Health Care 4.❑ We are anon-profitorganization, staffedbyvolunteem ❑ with no employees. [No workers' camur p. insance req.] 12. Other *Any applicant thd ch=-chs box 41 rrwt also fill out the sectionbelou sbowirg their workers'cormensation policy it formation **If the corporate officer have exempted thenselves,but the corporationlus other enployees,awo&rs'compensafionpohcyis required and such an oiganiation should check box#1. I am ax employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance C ompany N ame:Gotham Insurance COmpany Insurer's Address: 32 Austin Cir City/State/zip: Florence MA 01062 Policy#or S elf-ins.L ic. m #WC201900019843 Ex pir di on D ate: 7/8/2020 Attach a cop y o f the w orkers'comp ensatio n p o licy declaratio n p age(show ing the p olicy numb er and exp iratio n d ate). Failure to secure coverage as r e quire d under Section25A of MGL c. 152 can lead to the imp ositionof criminal penalti e s of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP V1ORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify; under ins pen perjury that the information provided above iv trine and correct. Si azure: Date: 1/2/2020 Phone#:413-247-604 Offlciral use only. Do not w1 area,to be completed by city or town gfa'cial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.no s gov/dia NORTSOL-01 JHOGAN ,4coRO CERTIFICATE OF LIABILITY INSURANCE DAT DIYYYY) �-� z/2n7127/2ozo 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 Roblin Insurance Agency PHONE FAX 144 Gould Street Suite 100 (A/C,No,Ext):(781)455-0700 (,vc,No):(781)449-8976 Needham,MA 02494 n oR'E :certificates@roblininsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Gotham Insurance Company INSURED INSURER B:SafetyInsurance Company 39454 Northeast Solar Design Associates,LLC INSURER C:New York Marine and General Insurance Company 16608 136 Elm Street INSURER D: Hatfield,MA 01038 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRI D MMI DIYYYY IDD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE F OCCUR PK201900018166 7/8/2019 7/8/2020 DAMAGE TO RENTED $ 300,000 Lnee)MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1'000'660 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[ JE PRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO 5909629 7/8/2019 7/8/2020 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY X AUTOSS BODILY INJURY Per accident $ X AUTOS ONLY X NOW ONL� PROPERTY DAMAGE Per accident $ $ A X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAR CLAIMS-MADE UM201900008269 7/8/2019 7/8/2020 AGGREGATE $ 1'000,000 DED I X I RETENTION$ 10,000 $ C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y [STATUTE E 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE � C201900019843 7/812019 7/8/2020 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I 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 Town of Florence THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Division of Plafeswmall t wear Ixaorxf if Suild*9 Regulations all Stalwiartic t;��rt�tt +bre `�t�p�e�r��rtr l iplr : 06107/2021 P"N" SAUNSGAR , w 0 1" 40 iOM E ttv?ROVEMENT CONTRACTOR Registrauor"valid for kndividual uss only TYPE:',L; before&W expiration ate, If found return to: S stt efia[i EVA11190 Office o('Onsumer� irs and Business Regulation XGAt :37tIW021 1000W` fngtcnS�, t •Surto'10 NORTHEhST SL LAR DEStaN ASS©C. � BAStO 021181 GREGORY GARRi� I 136 ELIJ ST HATFlFLO,CdA 0'038 Undersecretary t valid�lthou6-49nature Vreeland Design Associates An integrative approach to design engineering and site planning Date: March 7, 2020 To: Justin Annis NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Michael Kolakoski, 32 Austin Circle, Florence, MA: Structural assessment of existing house roof to support proposed solar array. I have reviewed the roof framing details on the house roof for the proposed PV solar panel installation. The 24'x 40', 2-story house colonial style house was constructed in 1970. 28 PV solar panels are to be installed on the front southeast facing roof. The house roof is framed with 2x6 Fink design roof trusses installed at 24"on-center, span 24' with a roof pitch of 6.5/12. The roofing is one layer of composite asphalt shingles. Snow guards are to be installed at the roof eave above the entry door area. I have reviewed the mounting details for the proposed array. Based on my calculations and review of the roof trusses and a PV solar panel unit weight of 40t 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 roof truss,Fisting roof framing is adequate to support the proposed PV solar array,.Othe installation of the snow guards over the entry door and the snow and wind load requirements of the current MA State Building Code for the City of Northampton. Please contact me if you have any questions or need additional information. Sincerely, V\. OF MgSsgc DAVID A. y Q � / VRCIVIL �f o CIVIL EELA David Vreeland, PE No. 46317 Vreeland Design Associates NAL 116 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 e Main electric , e panel in basement 41, y, Roof mounted solar array with $x 4� 28x LG modules � � 1x SolarEdge � .. SE7600H—US a fr.,. string inverter on exterior wall AA 3 a x Michael Kolakoski 32 Austin Cir Florence, Ma 01062 NortheastSI'301'lar LG35ON1 C-V5 350W The LG NeONL 2 is LG's best selling solar module,and is one of the most powerful and versatile modules on the market today.Featuring LG's Cello Technology,the LG NeONO 2 increases power output.New updates include an extended performance warranty from 86%to 90.08%to give customers higher performance and reliability. i OVE r@US C E rll � Features Enhanced Performance Warranty Enhanced Product Warranty `` LG NeON`"2 has an enhanced LG has extended the warranty of the performance warranty.After 25 NeON6 2 to 25 years including labor, years,LG NeON"1 2 is guaranteed at which is top level in the industry. least 90.08%of initial performance. _y Better Performance on a Sunny Day Roof Aesthetics LG NeON '2 now performs better on M LG NeON®2 has been designed with sunny days,thanks to its improved aesthetics in mind using thinner wires temperature coefficient. that appear all black at a distance.The LG NeONO 2 can increase the aesthetic value of your home with a more modern design. ................................................ .......................................................... _.... When you go solar, ask for the brand you can trust: LG Solar ......._.._ About LG Electronics LS F. leader s ak.:,ronic o:oducts In the c:-n energy marker.;by offering solar P11 panels and energy storage systems The company first embarked on a solar energy saurt:n research progrem�n 199.5,uippartwd by LG Groups vast experience n the se-,-ductor,LCD,ch—ttry and materials m—Aries.In 2010,LG Solar succ.e:sfWly �(�t Solar O��r reieased ns f-rst Mscrim:to sro the market,n nigh is new avaiktb'e.n 32 u,unt es.11.e NaONe(p--s Mono%°NeON),Ne011-2,WONe2.B,Faci;d wen the"Imcr,:nlar � t AWARD'In 2013,2015 and'20115,which cl—onst,rtes i.Gs leadership and innovation in rhe solar mdosr y LCa3SON/GVS.i M 1 6/27/19 1:02 PM i LG NeONO2 LG350N1C-V5 Preliminary General Data Electrical Properties(STC*) Gdt PrcpnrUes(MatiariatlTypc) -- Monocrystalline/N-type Model _...,_ LG350N1C•VS _. ....................... _.._.. ...__ .....__... _.. Cell Maker LG Minimum Power(pmax) [W) 350 _..._...._... .... _...... ........ ................... CAt Configuration 60 Cells(6 10) MPP Volurge(Vmpp) [V' 353 Numhar of Bushxvs12EA MPP Current(hopp) [A; 992 _.__..;......._. .......--.............. ......... ..__ _____... .... ... ____. ___.... ..._.... Mceiule Dimensions(L x W x H) 1,686mm x 1,016mm x 40 mm Open Circuit Volt o9 (ik,,, 5%) ..._.. ........ ..._......... ...................................................... _..__._.. .____.. ..._....... Weight 171kg Short Circuit Curmnt(Isc,_svo) [A'. '0.61 ........... ...... .... ......._. ............ .._.... _ ......_. .......... Glass(Mavrvd) Tempered Glass with AR Coating Module Efficiency [��>j 204 .......................................................... _.._._ ......................... 8:x:ksheet(Color) :,._ White Power Tolerance i:6J. 0 a3 ........... ...._.... ...................................... __ _ Frame(Mam,W) Anodized Alumnwm -STC(Standard Tet Cord;ton.).Irradiance 1000 VVlm2,cell temperature 25°C,AM 1.5,MeasureToleranca.t3% ._.. ..._ .... .. ........ . ...._... ................. !unction box(protection Oegn,e) -' IP 68 with 3 Bypass Diodes _...... ... ... .... ......... ............ G,bies(Length) --- t000mmxzEn Operating Conditions ---.... .__._...... ....... ........... ... Con—U,(TYpe1M.'drer)._. MC 4/MC Operating Temperature [rJ -40-i90 .. __..._...._._..._.._._._. ._ _ ....... _._.... Maximum System Voltage N' 1000(IEC) ._.. ...................... ..._.._._._ .... ......... Mawmum Senes Fuse RatingZ [A] 20 .......... ........................._......._...._..._._ ......... Certifications and Warranty MeehmicaiTestLim&(Front) [PsVpsf] _....... .. ....... .................. _..._.........__...._.........._.......__.__... ... 5.400 /113 _ ... !Er 61215-1/-',-1/2:2016.IEC 61730-1/22016 MechaaestLwd`(Ruar) [PJpsf4.000184 .... ..._............._.z.._._.._....._._ .-___._..........._.... . ..........................____.......... Certificanonz 150 9001,150 14001,ISO 50001 'Mechanical Test Loads 5,400 P:V'4,W,0 Pa based on IEC 61215-2:2016(Test Load-Design Load x Safety _.................._.....-...........................__..... OHSAS 18001 Factor 0S. ) Salt Mist C—on Test IEC 61,701 2012 Seventy 6 - - Packaging Configuration Ammoria CarrosionT I..C6 ;16.2013 —_.___.._ _.... _ _._....._ Numis of Mod.les per Pallet [EAJ : 25 Fire Rating C,ass C(J_790) .............._.. .. ....._... ......_. - ----. ----. .-..--- Noml.s of K.iules per 40ft HQ Conti—: [FA] 650 Solar Module Product Warranty 25 Years _ ............ ...................................................... Fack.gmg Bnx Dimensions(L x W x H) linm] 1,750 x 1,120 x 1,221 Solar Module Output Wawa ty Linear Warranty* _... __. _. . ........................... ...........................................- ---- -- P.:kagmq&sea G.—Weight (kc] 464 Impie.rd:P,:fro �o, on a hyea n33%,yeardowr„after25thy-9006% Temperature Characteristics Dimensions(mm/inch) NMOT` (::j W- 42 3 3 Pmaa ! l%rC:j -036 V. -.0.27 !ora.aao.o I NMI ! 003 �..�,.���'._, [Urn:mN di1 . _. ............ . e.e°w»° YMGT,No:ninal Module Ope:a ng Temperature)!-dance 800 W,m2,Ambient tempeature'_0•C rz�hi I oaa 12.o sr Wind speed 1 Ms,Spectrum AM 1 5 awd!n.elw Electrical Properties(NMOT) L rx vl .rI- eoz Model LG350N1C•VS Maximum Prrrver(pro-)� [W] 261 MPP Voltage(Vmpp) _ IL'J .. 5 MPP C—ot(Impp) ;A.J 7.91 Open Crrcuit Voltage(Voc) [V'J 38.60 I. Short Circuit Current(Ise) A] 8.53 cola t.isu, i i IN Curves �t ,0„w a 8.0 60cw ” 40 ..........Zo o i 0.0 ._.............._......_..._..._..._........................._ ........... 0.0 100 200 300 400 Voltage IV) LG Electronics Inc. Product specifications are subject to change without roue. LG 20000:rook Division LG350N1C-V5_AUS.pdf SolarBusiness Business DPisi �{t Lmcolnshim,It.60069 't�_[}'j• Life's Good wwwlg.solarmon Q 2019 LG Electronics All rights reserved. o L1335011,11C45.FIdd 2 627/19 1:02 PM VEs248 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'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 I 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, Ct, in Code®(IBC) accordance with Section 10.3.4 or the NDS temperature • 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 I of this report and shall be submitted a minimum of 2'/z-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 sefely, as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright®2018 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.Ph:1-87741ESRPT•Fax:909.472.4171 web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA Page 1 of 6 .an UES ; # REPORT Number: gym; 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 I 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 'h 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 A shingles to the wood roof rafter,(3)flashing that is placed 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 XHDO02B (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-K10068- 020 to minimum %2-inch (12.7 mm) thick plywood roof sheathing complying with DOC PS I shall be OMG Screws XHDO02B 0.202-inch (5.13 mm) diameter wood screws Page 2 of 6 UE EVALUATION REPORT Number 248 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 GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.unifonu-es.ora or email us at info'a uniform-r<.un= Page 3 of 6 E E"LUATION REPORT248 TM 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 240 130 260 EZ Roof Mount Kit—K10068-020° Test Load Test Load at Load Direction at 0.250- Allowable (Figure 1) inch 0.125-inch Design Load' z deflection 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. z. 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 VTM i M '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 XHD002B(#15x2 or Corrosion resistant wood screws #15x3 L-foot Aluminum alloy 6005-1'5 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 Page 5 of 6 qTM ® ' ' ® ` ® - 448 Originally Issued: 0%$212 Revised: 101&218 Valid Through: 09/30/2019 EZ ROOF MOUNT COMPONENTS 41P Figure ma x » � - ! �\ Figur 2 Shoe Assembly Figue y Hex Cap Figure 3 Lag Bolt Figure 6 Flashing \ � d j Figure* wfot Figure 2 OMGkrw Page 6 J 6 IRONRIDGE XR Rail Family mole 1,; Not Always Sung �. 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. i I yy Force-Stabilizing Curve Sloped roofs generate both vertical and lateral 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 sN directions while resisting the twisting.This unique ;f r 2�ti feature ensures greater security during extreme weather and a longer system lifetime. a % # 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 its■ 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. .. """•- _ ria �;,� � .->;.w. XR10 XR100 XR 1000 XR 10 is a sleek,low-profile mounting I 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 Span 90 ��rv57 120 None 140....,.. i XR10 ...., 160 r 3 90 T � • 120 € 20 y ! 140 �z 160 90 30 - _.... 160 90 40 160 s 80 160 P 120 160 is meant to be a simplified spars chart for corivr::yir General ra,if c apabilitir-s.U.,-,e approved rertificafion Ie-tters for actual design guidance.