Loading...
06-064 (21) 6 BEAVER BROOK LOOP-LOT 17 BP-2017-0568 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-064 CITY OF NORTHAMPTON Lot:-000 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-2017-0568 Project# JS-2017-000914 Est.Cost:$18631.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): Owner: MCDONOUGH STEVEN Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 6 BEAVER BROOK LOOP - LOT 17 Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 O Liability HATF I E LD MA01038 ISSUED ON:10/24/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:WIRE ROOF MOUNTED SOLAR, 15 PANELS 4.5 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# 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 10/24/2016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File a1 BP-2017-0568 APPLICANT'CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0 PROPERTY LOCATION 6 BEAVER BROOK LOOP-LOT 17 MAP 06 PARCEL 064 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST \ ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT /\/1 Fee Paid Building Permit Filled out Fee Paid Typeof Construction: WIRE ROOF UNTED SOLAR, 15 PANELS 4.5 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner'Statement or License 106113 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ION PRESENTED: L' pproved 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 De on D la ts. / Signator ui ng rcia 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. Depamnentuse only 4 j Crtof Nos; . pton Sia Penni •, "ry t % RI�I(din =-.artment tr , uftD )ape '� !. .x.� .1 _'V 21 4`i/ Street • C*Iort ton, 00 01060 T , of Stlu fel Plans "� x hon- •13 :4. 1240 Fax 413-587-1272 Ocher Speedy ',t., 1;•. APPLICATION TO CailliCUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 6 Beaver Brook Loop, Leeds Ma 01053 Zone Overlay District Elm St.District CB District _ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Steve McDonough 6 Beaver Brook Loop, Leeds a 01053 Name(Print) Current Mailass' 413-209-1.A: Teiaph Signature 11Tlj 2.2 Authorized Agent: Northeast Solar 136 Elm St, Hatfield Ma 01036 Name(Pool) Current Mailing Address. {-f1 1 q _ 413-297-6045 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COST Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from CO) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5 Fire Protection 6. Total=(1 +2+3 +445) $18,631 Check Number 7yen- 4175.' This Section For Official Use Only Date Building Permit Number: Issued' Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING ALL Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 1Lis column to be filled in by Building Department Lot Size _... Frontage Setbacks Front • Side L: . R: L.'. R: Rear Building Height -I - Bldg. Square Footage Ye Open Space Footage (Lot arca minus bldg&paved j • parking) #of Parking Spaces --- Fill: _.. (satanic&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW e YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES O IF YES: enter Book Page and/or Document// B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 , Date Issued C. Do any signs exist on the property? YES © NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House fl Addition D Replacement Windows Alteration(s) n Roofing ED Or Doors ❑ Accessory Bldg. ❑ Demolition New Signs (DI Decks [al Siding(Cl Other({SQ Brief Work Description of Proposed Install 15 solar electric panels on residence Alteration of existing bedroom Yes No Adding now bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing.Complete the followh(gj a- Use of building: One Family Two Family _Other _ b. Number of rooms in each family unit Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck 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 j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Steve McDonough as Owner of the subject Property hereby auth Northeast So ar \ to act on r - - i1 afters relative wo authorized by this building per It application. Signature o Date Northeast Solar as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate.to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Arm Bronner Print Name a y 7/29/2016 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 81 Licensed Construction Superviee(: Nol Applicable 0 Phillip Baunsgard CS106113 Name of license Holder License Number 41 pf;..��,Heath Rd Colrain, Ma 01340 6/7/17 / alGfe Expiration Dale r 413-247-6045 Sign 'elephone 9.Registered Home Improvement Contractor: Not Applicable C Northeast Solar 169641 Company Name Registration Number 136 Elm 2C Hatfield, Ma 01038 7/14/17 A•.•n:Ev-�t Expiration Date /a/! Telephone 413-247-6045 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application, Failure to provide this affidavit will result in the denial of the issuance of the building permit. {fl Signed Affidavit Attached Yes X7 No C - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to elide'such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 70$.3.$-7. Definition of(Homeowner:Person(s)who own a parcel of land on which helshe resides or intends to reside,on which there is,or is intended to be,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 pot be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the fob site will be 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 Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,Stale and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Print Form Department of Industrial Accidents r Office of Investigations I - i i:) 1 Congress Street, Suite 100 `� =✓" Boston,MA 02114-2017 www.mass.gav/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 01038 Phone #:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): I-Q I am a employer with 10 employees(full and/ 5- El Retail or part-time),* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7_ ❑ Office and/or Sales(incl. real estate, auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required; $ ❑ Noe-profit 3.9 We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §I(4),and we have I0 Manufacturing no employees. [No workers' comp. insurance required]' 110Health 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 01 must also fill outthe section below showing their workers'compensation policy information. "lithe corporate officers have exempted themselves.but the corporation has oilier employees.a workers'compensation policy is required and such an organization should check box k 1. I am an employer that is providing workers'compensation insurance for mf employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address: 6 Beaver Brook Loop City/State/Zip:Leeds, Ma 01053 Policy # or Self-ins. Lin, #WHN 5715134-02 Expiration Date:4/8/17 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. I do herehy certify,under I pa vs and p ofpericry that the information provided above is true and correct. Signature: air Date:7/29/2016 (hone tn413.247-6045 Official use only. Do not write to this area, to be completed by city or town official City or Town: Permit/License tt Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone it: -.... waw.mass.gov/dia I g�Jas Q g 1442 City of Northampton Building Department t Plan Review 212 Main Street Northampton, MA 01060 • Main electric panel in : a ,r.. . basement* „a • Y . Steven McDonough 6 Beaver Brook Loop Lot 17 Leeds, Ma 01053 ► Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: October 17,2016 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield,MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Steve McDonough,6 Beaver Brook Loop, Leeds, MA: Structural assessment of new house roof to support proposed solar array. I have reviewed the architectural plans and the roof framing details on the main house roof for the proposed 15 PV solar panel installation.The 27'-8"x 31',2-story house with attached garage is new construction. The roof framing of the house are 2x4 modified Double Howe design roof trusses installed at 24"on-center, span 27'-8"with a roof pitch of 8/12, The roofing is asphalt shingles. I have reviewed the mounting details for the proposed array.Based on my review of the roof trusses and a PV panel unit weight of approximately 38+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,the existing roof framing is adequate to support the proposed PV 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, wtriMq asv +c � o O "s � �? (It' YFEEDAVItANDA. m J_7% "4� 4!u:_.*,p, ��I chi CIVIL David Vreeland,PE Na.46$11 Vreeland Design Associates '9oFeor assCKs$ /ow.tN 116 Rive-Road, Leyden, MA 01337 Phone: (413) 6240126 Email: dvreeland@verizon.net Fax: (413)624-3282 ?ooc Rc� +v�nfj' EVALUATION REPORT eat Report Number; 0248 fr originally Issued: 09/2012 Valid Through: 0912013 Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount 1-Foot Kit consists of 5 basic SunModo Corporation components: (1)shoe assembly with captive waterproof 1905 SE 511'St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) t- EVALUATION SUBJECT Foot that is prated over the protruding shoe threads and (5) hex cap that is secured or 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 from aluminum_ Shoe 1.1 Canpfiance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1 00 • 2009 International Building Coded inches at height.a is held in place using one 5;16 inch • 2009 international Residential Coded diameter lag bolt That is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet • 2006 international Residential code'J aluminum with dimensions of 10,0 inches in width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with; L foot is a 2.00 Mon long unequal leg angle made Veru • Evaluation Criteria for Joist Hangers and 606346 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES ECCO2- depth. 2.00 inches in width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 0.315 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations(ICC-ES AC286).Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and Is located 0.30 inches from the top edge of the vertical leg, which has 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 EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4,1 Design mount solar systems and other rooftop devices such as Tabulated allowable loads shown in Tabic i of this satellite dishes on asphalt shingle roofs with wood repcd are based on allowable stress design ASU). rafters underneath. g { Adjustments to those values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temcerafurea use with fire retardant lumber or wilt production on roots with slopes from 3 to 12 units lumber whose specific gravity is loss than 0.55 vwdical in 12 units horizontal. (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading.See footnotes of Table 1 for more detailed explanation. Page 1 of 4 h 4 M fl q. J Lerus Mi tx 4)Znw n�..t: { vn Sh.M] t'A ntt4s Ldrn+at ti4a—. � pc`wzm Mneme .[-n EVALUATION REPORT Report Number: 0248 ' - Originally Issued: 0972012 Valle Through: 09+2013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5(16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008), Rain test conformed to Underwriters F location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-9Si Section instructions. Lag screw must penetrate into the root 25. rafter a minimum of 2 X inches. Prior to installation,the moi ratter shall be bored with the required tend and Test results ere from laboratories in compliance with clearance hole for the unthreaded and shank portions ISO/IEC 17025 of the lag screw as required in Section 11.1.3 of the NDS -05 Threaded portion of the tag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing basting the name and address of the manufacturer- the model number. , Use of auxiliary holes in the Shoe other than the use of JAPMO Uniform ES Marks of Conformity rind this { an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. ^— ` Flashing should be hed full under the prevent up to I p the raised rportioneof the No ort to hem water [ti�0 ingress under the shingle. No portion of the flashing p should be bent upward, the flashing must rest fully ES against the roof shingles. Otherwise the water and wind (ti Thi i performance may be impaired. IAPMO 40248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section iSt of this report subject to the following conditions: 5.1 EZ Roof Mount shalt be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1,1. 5.2 Calculations to verify the imposed leads on the EL Roof Mount assembly do not exceed the allowable loads contained In Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction whore the work is constructed. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(AMMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Number. 0248 Originally Issued: 09/2012 Valid through: 0912013 TABLE 1: ALLOWABLE LOADS FOR El ROOF MOUNT I.-FOOT KIT Obs.*" Load Direction Ultimate Land Teat Load ai 'fest Load m Calculated ABowabie ace figure helms Test Value 0.250 inch 0.125 inch fFastener/Metal ( ) 3,0 deflection deflection Strength Design Load r I Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based cit the least value hoot the ultimate bead of three tests(strength hind).tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)fur wood with a specific gravity of 55(Southern Pine)or allowable stress of the aluminum L.foot connector. 2. Allowable toad values are based on tartrate with of of the following oharactcrisfcs. a. Located it dry service conditions where the moisture content duce rot exceed 19%for an extended period of time such as in most covered at ructures_ h. Located where it does not experience sustained exposure to elevated temperatures that exceed IOC! liar OC- l'or any other conditions.aho vable table values shalt be multiplied by tile related adjustment fautor(s)(C'„ mrd/or C)in accordance with the National Design Specification fmWood Construction(NDS-05). O Allowable load values arc based on lumber with a specific gravity of 0.55(Southern Pine at equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2 !A inches into the roof rafter by one 5116 inch X 4 inch long stainless steel lag screw. 5. Allowable values may riot be increased for toad dnmtion in accordance with Section 1113.2 of the NDS-05. Uplift Lateral h Page 3 of 4 EVALUATION REPORT Cu `�`° Report Numbon 0248 `. Originally Issued' 09/2012 Valid Through: 09/2013 TABLE 2:MATERIAL PROPERTIES • Corn.,nent --- --_ _ Material 7Sloe AluminunIIuy ANSI/A A380.0 Waterproof Washer EPDM wdh d urometcr rating of60 La Bolt 304 stainless steel ASTM A 140 Lfoot Aluminum alloy 606S-'I6 ASINI8221 Hex Cap Aluminum ono ANSI/AA A31100 II shmg Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS oto .m) +,, r reit • Figure I:Shoe Assembly Figure 4.lies Cap burl. b. / Figgie 2:Lag Boll Figure 5:Plashing "d Figure 3:L-four Page 4 of 4 EVALUATION REPORT ((/\ • Report Number: 0248 Originally Issued: 0912012 gage Through: 09/2013 • TABLE 1: ALLOWABLE LOADS FOB EZ ROOF MOUNT 4FOOT KIT Q1:501"-cl Ultimate Load Test Load al Tot Lead at Calculated Lead Direction Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see figure below) F.S.=3.0 deflection deflection Strength Design Lund it Uplift(Withdrawal) 715 1.800 695 340 310 Lateral 260 240 130 153 130 Notes I. Allowable load values are based on the least value from the ultimate toad of three tests(strength limit),tested i load at 0.i25 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress oftlm aluminum Lifoul connector. Allowable load values are based on lumber with ail of the following characteristics; a. Located in dry service conditions where the moisture content does not exceed 1994 for an extended period of rime such as in most covered structures b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table emus shall be multiplied by the related adjustment Orem fs)(C„ and/or C,)in accordance with the National Design Specification for Wood Construction(NDS-05). Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). - 4. Allowable load values for withdrawal are based on a minimum penetration of 2'L inches into the mon-alter by ono 5716 inch x4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordante with Section 10 3.2 of the NM-05. Latera! . ... . 1 , , .. .... eil• IMINSII ; lArd Dicrp .-. %IC Clarnr-r, -,- ,a. IONROGE I RI •11111111.1illarill1=II a _............., 7 Mar ,..___ __ __. . NM P''‘ . i I , le_ i ! Ileiaa I V 1 , , 7. , 1 1 2, 01. 1 I ! i ' IIIIII Lc LY i i i _-_=__:-..-d_r__Er-_--_,-- \.4 l _dr i a ''.14a,= , 1 F . I 11111111.11, EMUS; 1I 1.11111.1 1 I Dear a.M.0 D .Rt ta%RS Rad-Plan DeladD-Er/CLIWERlda-Plan , gtEda-ddlr , „ l; ...E....R.-dr 1-•SLOPE ' •_-...Sre, 5 : nor assnails 1 I'. SENN MIIIIIMININ MIS ; , , 1 "--L YEN i , i ; , 1 i Typical Rush Mount Array-Plan View r- Mid ClICIP-E. ----dn.-, ,,---- Solar Paret 1C71'.0' d . ,--L•Feor I. ----------ERRt! t Cd .,--_---...,-.-rn.tr I, .fl-._-4 I trr,-Itrr riR2,28612=CYZeideREASIESTh- harRzlie Rad -: \.dd..d. La..):,_ Hadirag 1 RectIan•Fsli rdMount•Flat Rod -E.._- L I . _ . I Secrcn-Tilt Mount-Flat Root aws...„idt•cal Enda,Errnart, _ r- -- . . ldri Crary -- End GRECO d Th. . . Siddrior-Fttlah Mount-Sbk9, Root d I -tracC---EN la:HThl\ : __ • _ .. 1 I 7---'d crli dt Id=___—,t \rflr-:=::::: \ ____7. i ; ' --,- • % \______ • d-dr"Vcr! r. __,,,,,,„.„..., Dead D•MR Clarria la%Ili'Cr.:ado-1 Scrall E ERE Cara'a Rai Died..., :7_1. 1 Typrat Flan ldoLDA Aynrii .Eieva44,0 IR-2.01 dig r0" . . LG NeON 2 Black Ib300N1K-c4 Mechanical Properties Electrical Properties(5TC*) r el, HI /AluIor II PAPP Volt(lye(Vmpp) IDA w CII IAr' 1 IIS IJrf MVV( [=I ) ,evi t pn Cirauit VoI ?)e IVAO Short u(At iien (lea) -_.. nn, - s(l nYu xrq ni, Module ale ElfuencY(,) Elprtatirm Temp+ alumII) lin ii 1 (Al I . Mean n Serif, Voltayong SenrA( .,) ting(A) Al p . 1 rlVlerau..)..�) I„nriEHIM lYv" 1 rn M16, VM11 inn rn r 1 1 _Ili II a r,.(r -- - Electrical Properties(NOCT*) ))VO W Certifications and Warranty Rloprmilrn Feu—rte(Pow) - - - - Cvr fiaatres Ra IP lej(.(VAT)))[` Press) Ir ,r M- Curmut((ATI() Open Co(AltVnitue(IAA) ••w:.r _ Short C:a:itCo Ilq.nl ler orvri. ea a cut(la) Pmrl IP krt!,rpnr(' . ,... ,.� A Dimensions(mm/in) 1 Temperature Coefficients mncr rnv _ �.._. _. _ { IA Characteristic Curves ` ` � �._ �onnw 4' :7, r 1 I -_ r •1011I'lii 1 i il Ili l U. ru 6 LG opo -40.1, 11 - ui _flu I I ,i [u1 - �T-I Typical feet placement w/ , 1 16" o.c. rafter spacing 'I L I III l ' —: Jni I in III 'iii it .... `L�. -1 firL:_ r ._.. t' . .' I 1 Typical feet placement w/ 24" O.C. rafter spacing a nil �i u 1 . i ul Incl a i I 1, a