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21-017 469 SYLVESTER RD BP-2017-0990 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:21 -017 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 t BP-2017-0990 Project# JS-2017-001707 Est. Cost: $26436Q0 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. ft.): 376358.40 Owner: KOTEEN ELLEN L& D N PALLADINO zones Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 469 SYLVESTER RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFI ELDMA01038 ISSUED ON:3/3/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 21 SOLAR PANELS 6.72 KW 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 i4 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: FeeTvpe: Date Paid: Amount: Building 3/3/2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck- Building Commissioner File R BP-2017-0990 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES TLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0 PROPERTY LOCATION 469 SYLVESTER RD MAP 21 PARCEL 017 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid /�✓I Building Permit Filed out k tj Fee Paid TypeofConstructign: INSTALL.21 SOLAR PANELS 672 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Stalernent or License 106113 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ✓Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D- iolilio delay dgir dif,g4/fir 3-2/l S - r 1 C gO 'cit Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. ALLAD1t40 bray «i Cky of Northampton Bh motPsmt Building Department Tkwb CigiOriesrieRcPeralit 212 Main Street Se wlSepggl4,vNlabR Room 100 vd,,,IfirM.S#SatthitY Northampton, MA 01060 t oSesofSiruagw dPlang phone 413587.1240 Fax 413-5137-1272 .(4`d181ftE na ,: APPLICATION TO CONSTRUCT.ALTER,REPAIR,RENOVATE OR DE OLI9H A ONE OR TWO FAMILY DWELLING j 1 — 2201 SECTION I -SITE INFORMATION L comp ,.,gjgwr3r Adereu, _. tauscwort M be _lstea Ojos 469 Sylvester Rd, Florence Ma 01062 Map Lot __Unit Zone Overlay District Eim SL District — Ca Distdd SECTION 2-PROPERTY OWNERSHIP?AUTHORIZED AGENT 2.1 Owner or Retch: 469 Sylvester Rd Diane Palladino Florence MA 01062 van vnnq /taCurren:Mailing aadreec 413-584-6690 Teleorona Nre 2)AuthiSd28d99mtt Northeast Solar 136 Elm St, Hatfield, MA 01038 vane(~role Cwnm,Mama Address 413-247-6045 Sprelme 7SeIt< y e-; - • • , I: •, • . !teen Esiimated Chat(Doaars1 Babe Official use Only cora:iced tYv Der*aroticent I. Building (al Building Permit Fee 2. Electrical (ill Estimated Total Cost or Construction from(6) 3. P tnedena9 Building Permit Fee 4. Mechanical(I-NAC) 5.Fire Protector ll 6. Toter=(, *2 s3*4* 5) 526.436 Check Number 7 qt/ 4775 This Section For Official Use OS? Date Building Permit Number: Issued: Signature: _... -.. Hotting CCnmayaeer/irWeWJr ce Hutdtgs Day Seetlon 4. ZONING ul information Muse Be Completed,Senna Can Se Dented Due TO Mcanplete mlpnianon 11111111111aliall Required by Zoning e,uaumx labs:(WS in by Dolts Dcparmex 1.111111111111:1 11111111111111111111111111111111111111111 Setbacks From Sde Rear Building Heigh[ 1111.11111.1111.111111111111111.11111111 11.11.11111111.1Opts Space Footage ion nma alum b'#A yv,<J 111.111111.111111111111111111.1111.11111111111111111.11111. A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW 10 YES 0 if YES,date issued: IF YES; Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW 0 YES 0 IF YES: enter gook Page and/or Document 0, Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW ( YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q ,Date issued: C. On any signs exist on the property? YES Q N0 IP YES, describe size, type and Location: 0, Are there any proposed changes to or additions of signs Intended for the property? YES Q NO 0 IF YES, describe size, type and location: E. Wll the consauclion activity titsturb tnng,gading(,es]a�cavotion,orfiaingj over t acre or is ii pan of a axnmm plan that xi 11 aisturb over I acre? YES NO (3) IF YES.then a Northampton Swml Water Management Pemit from the DPW is required. New House ❑ Addition ❑ Replacement Windows AlteraIon{s} [D Roofing El Or Doors 0 Accesscy Bldg. 0 Demolition 0 New Signs lot Decks (q Siding P1 Other(Xi Brief Description of Proposes Install 21 solar panels on Roof (t. 1c? 1 Work: Alteration of existing bedrIN.m Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roil -Sheet ea.If New house end or**Woo to exisgno housina.complete the foilowlgg; a. Use of building: One Fainly Two Fainly Other a. Numbs of moms in each family unit: Number of Bathrooms c. is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stones? f Method of heating? Fireplaces or Woodatovea Number of each g. Energy Conservation Const ance. Masarheck Energy Compliance form attaced? h. Type of Construction r. is construction within 100 ft of wetlands? Yes No. Is construction within 100 yr. floodplain Yes Depth of basement cr cellar floor finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water.SuppN__.._ SECTION 7a-OWNER AUTHORitATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Diane Palladino ,as Owner of the sut4ect Property hereby authorize Northeast Solar to aci c: �"had.✓p�i�nieMgve to wont authorized by this building pad application. G ((//�/JJ /01/1/4 sura or Owner EMM Ann Bronner/ Northeast Solar ,asOm.nerrAudraized Agent hereby declare that the statements and information on the foregone application are true and accurate,to the beet of my tnowiedge and bwiet. Signed under the pains and penalties of perjury. Ann Bronner pant ke+re y�"� omxra yam` i t�3o I16 Sigraeure of Gr ahs^°''' Cafe I ""-- SECTIONS•CONSTRUCTION SERVICES 31 I banged Construction Supervisor: Not Applicable 0 Pltill_p Baunogard 05106213 Nast of Lane mom: lbame Number 41 Heath Ad Colrain, Ma 01340 6/7/17 Address cxsiraGon On 13-247-6045 Sxruw,. ralphoea c `, OW S.I*S me d Hobt /rein iContractor / Not Applicable CI Northeast Solar 169641 C-mplin Name Registration Number 136 Elm St;Hat` field, Ma 01038 7/141:7 Add �L-� Expiration Oaa lQ/X.'��L' Telephone 413-247-6045 SECTION$0-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MAL C.182,3 ZSC(SA Workers Compensation Insurance affidavit must be competed and submitted with this applicaben.Failure to provide this affidavit will rerun in the denial of the issuance of ate building permit Signed Affidavit Attached Yes._....X7 No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Ownerdn ea(ed Dwellings of one(1) or two(2)families and to allow such homeowner to enpge an individual for hue who docs not possess a license,pratidad that the owner nets usopen-tsar.COI 750. Siifh Edllfna Norden IM De fntNaa M H.m n .ter: Person(s)who own a parcel of turd on which hclshc resides or intends to reside,on which there is,or is intended to be,a one toro family dwelling,attached or detached structures accessoryto such use and or farm stlmcturca.A person who constructs more than one Same in a maven period shall not be Considered a homeowner. Such"horn:pwna'shall submit to the Building Officiates;a form acceptable to the Building Official,that be/she shall.be As acting Cnn.ernrdan cgw edgar your presence on the job site will he required from time to time,during and upon completion of the work for which 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)of the Massachusetts General Laws Annetucd yen in,be nate for person(s) you hire to perform work for you make this permit. The undcnigned"homeowner"certifies and aswmcs responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Loral Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Print Form . Department of Industrial Accidents `‘3.1.14t:/:, .y}�� -; 1' Office of Investigations 'f:- , I Congress Street, Suite 100 ' Boston, MA 02114-2017 www.mass.goridia 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 01038 Phone #:413-247-6045 Are you an employer?Cheek the appropriate box: Business Type(required): I. I am a employer with 70 employees(full and/ 5, 0 Retail m par_time),* 6. 0 Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. D Office and/or Sales (incl. real estate,auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑ Nou-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4), and we have 10.0 Manufacturing no employees. [No workers' comp. insurance required]** ILO Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees. [No workers' comp. insurance req.] 12.0 Other *Any applicant that checks box el must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have ewentpted themselves,but the corporation has other employees.a workers compensation policy is required and such an organization elouki cheek/Km 41, ant an employer that is providing workers'compensation insurancefir my employees. Below is the policy Information. Insurance Company Name:Hanover Insurer's Address:469 Sylvester Rd City/State/Zip: Florence, Ma 01062 Policy# or Self-ins- Lie.#WHN 5715134-02 Expiration Date:4/8117 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify,under torojiy.('-s and pens or of perjury that the information provided above is true and correct. �guawre_, �,. ah.ne--s) Date:11/30/2016 phone 4:413-247-6045 Official use only. Do not write in this area,to be completed by city or town official 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,mass gov/dia Vreeland Design Associates An integrative approach to design engineering and site planning Date: February 20,2017 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Diane Palladino, 469 Sylvester Rd,Florence, MA: Structural assessment of house roof to support proposed solar array. I have investigated the roof framing for the proposed PV solar panel installation. The 28'x 42',2- story house with walkout basement/garage was built in 1986. 21 PV solar panels are to be installed on the south facing roof The rafters are 2x8, installed 16" on-center, spanning 13'-6", with a roof slope of 8/12. It appears that 2x8 attic floor joists,at 16"on-center are attached to the bottom of the rafters and prevent the roof from spreading. The roofing is asphalt shingles. I have reviewed the mounting details for the proposed array.Based on my calculations and a PV solar panel unit weight of 42+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 existing roof framing is adequate to support the proposed PV solar array and the snow and wind load requirements of the current MA State Building Code. Please contact me if you have any questions or need additional information. Sincerely, OF Ktss� c DAVID A. coo p{� / g VREELAND m CIVL cn No.61317 David Vreeland, PE . v Q Vreeland Design Associates oFFe/ST`P o*`o SS/eNALEN 116 River Road, Leyden, MA 01337 Phone: (413) 6240126 Email: dvreeland@verizon.net Fax: (413) 6243282 ?Ott CtficAckre-drfj EVALUATION REPORT (/ux Report Number: 0248 ,.. Originally Issued: 09/2012 Valid Through: 09/2013 .. Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners 3.1 General Description i` REPORT HOLDER: EZ Roof Mount L-Foot Kit consists of 5 oasic SuriModo Corporation components.(I) shoe assembly with captive waterproof 1905 SE 51h St,Suite A washer, (2)lag bolt to fasten through the shingles In the 5: Vancouver, WA 98661 roof rafter. (3) flashing that is placed under the row of shincles above rhe shoe and then ove-the shoe, (41 - d EVALUATION SUBJECT Font that is placed over the proliuding shoe 'treads and (6) hex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: LZ Roof Mount is fabricated Lor. Mgr'num Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alley Mh dimensions o< 2,80 inches in diameter and 1 CO • 2009 Intcrnationai Building CodeS inches Jr height. II is he'd in place using one 5/16 inch • • 2009 International Residential Code61 diame:e' jag boll that is 4 inch in length and made of • 2036 International Building Codes stainless steel Plashing is fabricated 'torn sheet • 2003 international Residential Codes aluminum with dimensions of 10.0 inches in•width. 12.5 inches in length era 0.34 inches it thickness. 1.2 Evaluated in accordance with: L foot is a 2.03 inch 'long unequal leg angle made from • Evaluation Crite•ia for Joist Hangers and 6063-T6 aluminum with dimension, of 300 reties in Miscefanaous Connectors (IAPMC ES EC002- depth. 2.00 inches in width and 0.24 'aches in 2011),Approved March 2011 thickness. It contains a 0.3 t5 inch diameter round hole • Acceptance Criteria for Roo' I asilin3 f0 Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations OCC-ES AG286).Approved April 2010 located in the center of the base ley. One sot :measuring 1.64 incbt bag by 040 inch wide occurs in 1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge of the vertical leg, :Web ,as a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures, 2.0 USES 4.0 DESIGN AND INSTALLATION FZ Roof Mount L-Foot Kit for Shingle Roofs is used to 441 Design mount sular systems and other rooftop devices such as Tabulated allrwab'e (Dads shown in Table 1 of this satellite dishes on asphalt shingle roofs with wood rafters underneath, report are based on allowable stress design !ASD;. Adjustments to these va-.res are required for wet E7 Roof Mount is srecifically designed to by used for service conditions, sustained exposure to elevated Insrallabon of solar panels for electric or hot water temperatures, use with fire retardant umber or With orc:dr:ion on mots with Manes from 3 In 12 units lumber whose specific. gravity is less than 055 vertical in "2 chits horizontal. (Southern Pine). Allowable values based on `astene- strength may be adjusted for duration of loading- Seo footnotes of Table' for more detailed explanation Page 1 el 4 >, r a c=•rr.,sx,'zrr &y.iaorPr u•.a.ao-.•aid=a sirs,.n �•. ` �. ....., EVALUATION REPORT(t1/`j Report Number: 0248 ' "• • Originally Issued: 0912412 Valid Through: 09:2013 tal 1.r 4.2 installation Rain test data and thickness of aluminum tiashang Ir submitted is in conformance with Acceptance Criteria EZ Roof Mount oust be fretahed using the 5/16 inch for Roof Flashing for Pipe Penetrations tICC-ES AC _r diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters V fece:ion as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section ti instrucPenst at} screw must penetrate into the icor 75. coffer a minir' m of 2%inches. Prior to instillation, the 0 uroci rafter shall he bored with the regolred lead and rest results are from iabmatories :n compliance with clearance role or the unUroaaed and shank panions 1SO49C 11025 .1 of the tag screw as reduired rn Section 11,3 of the c NDS OS. Threaded portion of the lag screw shalt be 7.0 IDENTIFICATION r Inserted into Its lead hoe by turning with a'tenor and not dieing by a hammer A die-stamp sabot in the'lashing peering the name And address of the manufacturer. tho mcoe( nurber. Ilse of acetate/ holes in the Shoe other than the use of lAl'MO Uniform ES Marks of Cortarmity, and this en extra tastener to stop the shoe from rotating during Evaluation Report Number 1ER-0248). a is 3'ati r is err:side the scope of this report Flashing should be insiattod hal under the shingle up b IA P the reed portion of the flashing to prevent water F ingress underthe shingle No poriior of the flashing KM() si rid be bent upward; the flashing must rest toy S ag_-irist tt _ roof shingles Otherwise the wetter and wind // TM ceder—lance may be impaired. lAPMO 40248 5.0 CONDITIONS OF USE ) Si: Roof Mount LFoot Kit for Shingle Roofs described in this report wrap"es with the codes listed in Section i.0 of ftis report sabjeef to the following conditions. 6.1 E7 Roof Mount shall be installed in accordance wee :hs report, manufacturer e instnttation instructions and the codes:isled in Section 1.1. 5.2Calculations to verily the imposed mads on the EL Roof Mount assembly do rot exceed the towable loads contained in Table 1 of this report She ho s eamfted to the code official when requested. Circulations shall be prepared by a registered design professional when required by the statues of the i ler:sd:clien whore the work is constructed. 0.0 EVIDENCE SUBMITTED 'r'esting and aralys•s cath submitted is in conformance with Evaluation Criteria for Joist Harmers and Misceliareo.is Correctors(IAPMO ES EC(02-2911). Page 2 of 4 ple£eki :0)....4.A.- ` " . day°.. pairi U!idn SUS(,'. vi}o , opt:l9tiaasInt11arnoµ:<n.a ill utloirp pent roJ paSOZ40111aq] a t(eitt sttrVIA NII,UciocV 5 M.J.:0 211 leak Salitets 9urt uptit tt c ynv 11 ntc I t .I)du/OW:no 1111:agoei tit z lir i 0 tca tnd nuucJUI n uo pacrq rtre teraup4ttu tot sawn pvu 01t'µ4 t 1. tirtha l l utayu nq)SS Op Alt/Ong 10103d.e+P'as N tinpxsal t sanin p- q' I I lI I :t t! (y0- 0w totittnits,ttop,OAagtt ttmlvta S a1za(1¢ua.tety o4t tottIc rntettc nwt y omit •`))is}. t.11t 1 3IU l(pe I alnln,414114 i"!Idtttlitat art Hutu casia.rt al.tvi atgeuu(v uappun-aut -a,f 1 AI I p3011a UN)0 lit 1lat pxvvia nt ttratlyttto pain 'tc a,ttapJtixtttnit plt.u'tvv pleat : q { 531111>n/1S gala‘ ;soot tzt 51.ttptig attittto t wi prpttotxtttux1J iob: twas-ca wit waive,ausp.0 alit a ativ su-.n.pttnn rat t e.lp,!p:ly c't it f sai tz --ugp 6otntll03 amOL no till u aapuvt 110 paac zmt satinA paotaf4c IF' tt >q utt.”"9-1 wrritaunn mu irt 'sms tItatatmite JO(end tl o:tans)cc oknn lx,pmtl et.i.. pone‘All(ItmW1 n..,p4 t 'ClInodin_a laic I p Ivlt.tea'Nom mogap}ttopairrtt t ut g I 0 tt.pitcti t ps; bpug4i:rots)swat aattpic111:.1atrium:1 ajt ulat artier,ttaot 40.un pstq me sonter pert,atgxrwtiV 'I . gator, u.. ERI - Ott 0K OW 1 lustle'I 0ef 0i; S64 008`1 c 1. (tmmlopun N i tltldlI -f yu 7 ubisalt e6 atS uotWajap notiaaUatt UT 'S.'21 f. .Vrt Insu arts) tt IelaLNNauzµtt{ 40111SZI'O !rout 04211 01110 lot all v^IIV i i>aleintliv} le pn01 nal 1 ie Pe01 ttay putt]r, 1 roma 110 5 r, tt tl c 3 I , frrri!"111SDI.L)O9`4.t.K1Olq BOON z:Moil SUVO93Qffi'MQ'P1 V ( ld1tUVJ. E t.OLl6O :461,41 PtleA Z1.02t60 :Pans,'6Neut8I2o OPED :lagwnN it0dea ( iaoa3a NotivnlvA3 EVALUATION REPORT .P a Report Number: 0208 Originally Issued: 09/2012 Valid Through: 0912013 ,'' TABLE 2:MATERIAL PROPERTIES r,. _. ._ ._._...— C : ponv±t MPmer:al _ Sh Al r.m: l} VSVAA A330 --- rofNaar r ClI n I rM�of60 Jig B 304 stdia!ess ASTM V 740 1.400t AI r ritimgi > 00: r61S1A 8221 _ Hcx Cap W nimi ail NS 'AA A?N1 . 1411ng 41u i_ia alloy 1060 AS I Ni B209 EZ ROOF MOUNT COMPONENTS 1 2 .arw- si.. I: Figure l:Shoo A cgembj1Figs re 4:1 iez C-:p l T Fie we 3 Lag holt Figure 5:Fhs hi::g Figure 3:L-foot Page 4 of 4 EVALUATION REPORT ( *me Number: 0240 ' • Originally Issued: 0912012 Valid Through: 0992013 ]'AISLE 1: ALLOWABLr LOADS FOR EZ ROOF MOUNT L-HOOT ICIT(lhs.}'2' Lend Direction Ultimate Load Test Load at Test Load at Calculated Allowably ('see figure below) Design Value 0150 Poch 0.12.5 inch Yastenerifetai Design Load E S..'3.Q deflection deflection Stiningth Ladilk(Withdrawal) PI' 1.800 695 94ti 990 • Izcrai 2699 2=90 130 153 130 Netcs 6. AnownSia ivad values me based on the hind va?ua item tlee vAimateload et three tests(slreogtli liuriq tetwl :wad al 0.125 inch dr ection{defieion limit),calculated tastener capacity(wi tbdraa'a I or lateral)fir .wed with a npeni fin I ravtty of0,55(Scuthem Pine)or allowable strass of Ibc alum m n I C ni cmv :c, r. • 2 91 9abic Innil values nrchn,cd on!wart uth aft of the fallowing characteristics': ItatJt dr,s. lied viceetdtrowhere the MCiSIVIC rx,tent dors net ed 19%101 an xtered period of cum s mh s-in muo covered s(ruoturns h. l un:id where it does not exact-Innen swtaned esj osah elostec temperatures that vxcced 100'F. for any other co:ditiens,allowable table values shad be mnhiplied by the related adjustment('antoSti mvilor Cr)i0 accoslance with the National Design Specific40m1 for lined Cunsructon(NDS.05)- Aflr n e.odvlves arc hided ms lunbcr with a specific{utility of 0.55(Souther Pnc or i D 4. Allowable load vahms for 0hdrawal are based on a minimum penetration uf 2 V.2 taches into theroof railer c n16 dch. I inching slanle sits;lag screw_ { } 5. A Einantie nal ae t, y nut ha macxaed for;nail duration's accnn(anee with Sittinu 193.2.91 the NUS-95. r 'Metal , L 14 i 1Z'.:ZL -:—I 1 .7=1-EI = -i.1 _ ..v. II I [1 _ I 1 1 1�1 ._.1..r_ Mlq �'r F'a e 1`.�1 —.11 I .7-1 1 s �T 1 l I� 7 ��, / IROA1tigloCiE 1. .,.'LT- _I _..-i - . IT �, Tic T 1 I � i 1 .. a,E.®_ 1—r C A 1 d I.nmGfo%Rh tat w.,: 09 1 Rx.J PI : I T ',le dl Flt.th M^.. A Wn view Mit CPa,1p _ Solar Poocl �. Z N . .La,A1 I I. .:i.7..,_ ai _ —3 _. �- A . � . I.1I'@SGhqSC F h ]oVt I a0.1 \ Rn 1S I ry Seel Altdo.'A3I Red(` OalntC Tyre+. .-hoof Ceddeorri.. .. -N - J '�-"'._.- •.. •••ms•.••••• N'Ki CdrC - Lnd Clnm2� Se F1 9 f'a:yt Shppdiltoof -e.� ��\ - 'W—i ,..,....-. I:en*L MI.G1 wmq .ion Jc i d End C...,d: 'D.Iddi EI r cf d�,u�..r1n� Ei_izra� IR-2D1 i. Northeast I I , hi., I I I _ _ 1J. 1W �Il 3P.,-.1Typical feet placement w/ i. �' ; � . 1 1611 o.c. rafter spacing 1 _ „ ;.,.,i1 I I E Yil llt 1 ., 1.,; I 1 Typical feet placement wJ . 24" o.c. rafter spacing 343 ' : I I ' + ' II lit 1'771 ., t I ( - I 1 ( LGNeON 2 LG320N1C-G9 Mechanical Properties Electrical Properties(SIC*) Cells _x19 Module Type 320W Cell Vendor LG MPP Voltage(Vmpp) _- Cell Type ere/N type MPP Cunt(Impp) _a_ MonaJyctali a�a Cell Dimensions 156 75 r)5675 mm/5 re M. 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