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06-064 (10) 10 BEAVER BROOK LOOP BP-2017-0602 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao: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-2017-0602 Project# JS-2017-000972 Est.Cost: $28955.00 Pee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq. 6.): Owner: STEED CHRIS&MEGAN Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 10 BEAVER BROOK LOOP Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 O Liability HATFIELDMA01038 ISSUED ON:10/28/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALLATION OF 24 PANEL 7.2KW ROOF MOUNTED SOLAR ELECTRIC SYSTEM 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 It 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 10/28/2016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0602 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0 PROPERTY LOCATION 10 BEAVER BROOK LOOP MAP 06P 'CEL 064 000 ZO E THIS SECTION FOR OFFICIAL USE ONLY: 17FAMJI APPLICATION CHECKLIST .• ED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid f� din Builg Permit Filled out j Fee Paid Typeof Construction: INSTALLATION OF 24 PA EL 7.2KW ROOF MOUNTED SOLAR ELECTRIC SYSTEM 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 MATION PRESENTED: 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 Demolition D- Signature of Building Official 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. STEED „ Repertment use only City of Northampton Status of Permit' Building Department CuASCbtlOriveway Permit 212 Main Street Sewer/Septic Availability r S- Room 100 Water/Well Avadabiley, \ j Northampton,587-1240 MA 01060 TwPIo SiS ,IaSwctur t it#ns phone 413-587-1240 Fax 413-587-1272 PIaU& �lans • OtherApecity APPLICATION TO CONSTRUCT,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 10 #18 Beaver Brook Loop Rd, Leeds Ma 01053 Map Lot Unit Zone Overlay District Elm Si District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Christopher Steed #18 Beaver Brook Loop Rd, Leeds Ma 01053 Name(grin Current Mailing Address' 413-588-1305 Telephone Signa r 2.2 Authorized Agent: Northeast Solar 136 Elm St, Hatfield Ma 01038 Name(Pdnfl /�y Current Mailog Address: dmi ) 413-247-6045 Signature XX” Telephone SECTION 3•ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (5)Estimated Total Cost of Construction from(64,,, 3. Plumbing Building Permit Fee 4 Mechanical(HVAC) 5. Fire Protection 6. Totals-(1 +2+3+4 +5) $28,855 Check Number '-7•51 n J This Section For Official Use Only Building Permit Number- Dale Issued' Signature: Building Commissiener(lnspector of Buildings Date Section 4. ZONING All Information Must Be Completed, Permit Can Be Denied Due To incomplete Information Existing Proposed Required by Zoning This columnIn be filled in by Building Department Lot Size Frontage Setbacks Front Side Li L: R Rear Building Height Bldg.Square Footage Open Space Footage (tui arca minus Mr%&paved I . _peeking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW ® YES O IF YES, date issued:. IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book I 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 ® , 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 O 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 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 ❑ Addition ❑ Replacement Windows Alteration{s) j Roofing ri Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs IDI Decks ID Siding 101 Other lX Brief Description of Proposed Work: Installation of 24 panel, 7.2 kW roof mounted solar electric system Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Roll -Sheet Ga.if New house and or addition to existing'housing,complete the following: a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms ,,,,,,,i,_ c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e, Number of stories? L 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 wil.hin 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 Christopher Steed .as Owner of the subject Property Northeast Solar hereby authorize to act on my behalf n all ma r relative to work authorized by this building permit application. e ?/•/( Signature of 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. Ann Brunner Print Name "It 11,� +/ / a ynlcJ _ 8/31/2016 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.t Licensed Construction Supervisor: Not Applicable 0 Phillip Baunsgard CS'106113 Name of License Holder License Number 91 Heath Rd Colrain, a. 01340 6/7/17 .T ss / Exprahon Date • tit .1/4 - , re t`/.4/'��. 413-247-6045 r ire - eiephone - 9,Renlstered Home Improvement Contractor: Not Applicable 0 Northeast Solar 169641 Company Name Registration Number 136 Elm St. =tfieid, Ma 01038 7614/17 Address Expiration Date Alioarry_ , t /,/.D/j , ,Teiephone413-247-6045 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. Signed Affidavit Attached Yes it No ❑ 11. -Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied[Swellings of one(1) or two(2)families and to allow 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 10843.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she 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 andr or bum structures. A person who Minstrncts more than one home in a two-year period shall not 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 job 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 Slate Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated, Homeowner Signature The Commonwealth of Massachusetts Print Form a 1,y Department of Industrial Accidents ( k Office of Investigations{ � _ j 1 Congress Street, Suite 100 77 tY - ' i' Boston, MA 02114-2017 " =:res ` www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address:136 Sim St. City/State/Zip:Hatfield, Ma 01038 phone #:413-247-6045 Are you an employer?Check the appropriate box: Business Type(required): I.[7 I am a employer with 10 employees(full and/ 5. Q Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.C I ant a sole proprietor or partnership and have no 7_ Q office and/or Sales(incl. real estate,auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑ tion-profit 3.0 We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per e. 152, §I(4),and we have 10.0 Mantelacturing no employees. [No workers' comp, insurance required]`* I I. Health Care 4.E 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#1 must also fill out the section below shooing their workers'compensation policy information. "1f the corporate officers have exempted themselvac but the corporation has other employees.a workers'compensation pclic) is required and such an organization should check box#i. I am an employer that is providing workers'compensation insurance for m➢employees. Below is the policy information. Insurance Company Name:Hanover Insurer's Address:#18 Beaver Brook Loop Rd City/State/Zip: Leeds, Ma 01053 Policy ft 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. I do hereby certify, under its and p ' s ofper'ury that the information provided above is true and correct. Signature: "H Date:$131/2016 Phone#: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.gorrdia D T/9 i ekti-IN I � tfiAciel .� ;�g City ofNorthampton Building Department Pian Review 212 Main Street Northampton, MA 01060 • r. .F. Main electric panel in i basement y` ,.`.. Yy Steed Leeds, Ma 01053 ,,.S Northeast Vreeland Design Associates An integrative approach to design engineering and site planning Date: October 7, 2016 To: Arm Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P-E. Vreeland Design Associates Re: Chris Steed, 18 Beaver Brook Loop Rd, Leeds,MA: Structural assessment of new house roof to support proposed solar array. I have reviewed the architectural plans,dated 6/13/16 and the roof truss design prepared by UFP Beiehertown,LLC for the newly constructed 2-story contemporary style house. 24 PV solar panels are to be installed on the westerly 20'-6"x 42' main house roof. The gable-roof is framed with 2x4 Fink designed roof trusses, installed at 24"on-center, spanning 20'-6", with a 12/12 roof slope. The truss has been designed for a 40 psf snow load and a 15 psf dead load. The rooting 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 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 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, 4e OF Attgs ;C ok DAVID A. yc # VREELAND 'y \y/A.,„ 119nNO. v CIVIL David Vreeland,PE �}, eth nsatz �'$�SVreeland Design Associates Foe T `£e ` siM1AL£H 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413)6243282 Rooi ckirevitiy EVALUATION REPORT Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 Division: 06—WOOD AND PLASTICS 3,0 DESCRIPTION Section: 06060—Connections and Fasteners 3.4 General Description REPORT HOLDER: EZ Root Mount L-Foot Kit consists of 5 basic SunModo Corporation components:j1)shoe assembly with captive waterproof 1906 SE S"St,Suite A washer, (2)lag bolt to fasten through the shingles to the i. Vancouver, WA 98661 roof rafter, j3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads • and (5) 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: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance 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 Codes inches in height. II is held in place using one 5116 inch • 2009 International Residential Code& diameter lag bolt that is 4 inch in length and trade of • 2006 International Building Code) stainless steel Flashing is fabricated from sheet • 2006 International Residential Code& 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 inch long unequal leg angle made frorn • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (fAPMO ES EC002- depth 2.00 inches in width and 0.24 inches in 2011),Approved March 2011 thickness, It contains a 0.375 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 AC288),Approved Apr112010 bested in the center of the base leg. Ono slot measuring 1.64 inch long by 6.40 inch wide occurs in 1.3 Properties Evaluated: the canter 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. 20 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 Tab10 I of this satellite dishes on asphalt shingle roofs with wood rafters underneath report are based on allowable stress design {ASD)_ 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 temperatures, use with fire retardant lumber or with production on roots with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical 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 e2 k w ehvyInem.Mnal A%*t dM n:$lWe•uI ml44*Mr n mme6.lmnan LMMLMM Stainay;soar leo wk-Mt uyv M,maaee.,annan e.mm,rce-a*xmwvi:c..m'".aYias*rc wen e q- msmn 0•Clir.•+veu.s+Mwm+v,Rema al .wane n.mn,.con anr..«.xw Wk WaRtil`.ftllanPMNlpn 9Ve14.17nids.4.11onmtaRi.n111-119n EVALUATION REPORT( ' ` Report Number: 0249 ``"� Originally Issued: 09/2012 Valid Through: 09i2013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Griteria . 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 location as described in the manufacturer's installation Laboratory Standard for Gas Vents, lit.441-96 Section instructions. Lag screw must penetrate into the roof 25. raftera minimum of 2 14 inches.Prior to installation,the roof rafter shall be bored with the required lead and , Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISOtlEC 17025 of the lag screw as required in Section 11.1,3 of the NOS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and riot driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, ': Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity and this an extra fastener to step the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to I A R the raised portion of the flashing to prevent water MO ingress under the shingle. No porton of the flashing should be bent upward; the flashing must rest fully ES against the roof shingles. Glhenvise the water and wind Ttd performance may be impaired. IAPMO#0248 . 5.0 CONDITIONS OF USE EL Roof Mount 1.-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 10 of This report subject to the following conditions: 6.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verity the imposed loads 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 EVtDENCE SUBMITTED resting and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002.2011). Page 2 of 4 EVALUATION REPORT( Report Numhon 0248 - Originally Issued: 0912012 Valid Through; 0812013 '!'Ault:1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT tilts.)""'' Load D{rectiVu Ultimate Load Test Load at Test Load at Calculated Allowable see figure below) Test Value 0.250 inch 0.125 inch Fastener/Metal ( F.S.of 3.0 deflection deflection Strength Design Load Uplift(Withdrawal) 715 1,800 095 340 140 Lateral 200 240 130 153 130 Notes 1. Allowable load values are based on the feint value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawalor lateral) or wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum b-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located It dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. I,. Located where it does not experience sustained exposure to elevated temperatures that exceed 10011 Por any other conditions.allowable table values shall be multiplied by the related adjustment factors)(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 wavily of 0.55(Southern Pine or equal). 4 Allowable Toad values for withdrawal are based on a minimum penetration of2'4 inches into the roof miler by one 5/16 inch x 4 inch long stainless steel tag screw. 5 Allowable values may not be increased for load du Nam in accordance with Section 10 3.2 of the NDS-05 Uplift Lateral Page 3 of 4 EVALUATION REPORT(`4"Me Report Numbon 0248 Originally Issued! 09/2012 Valid Through: 0912013 TABLE 2:MATERIAL PROPERTIES Cc/mien/it Material 1 Shoe Aluminum alloy ANSI/AA A380.0 Water.roof Washer EPUM wish durometer rating of 60 La.Bolt _ 304 stainless steel ASTM A 240 L-foot Aluminum alto 606}T6 AS 8221 Hcx Cap Aluminum allo ANSI/AA A380.0 Plastein„ __ Aluminum alio" LOGO ASTM B2U9 EZ ROOF MOUNT COMPONENTS • t3'.sz)- " 4A Figure I:Shoe Assembly Figure 4Ilea Cap _- Figure 2:Lag Boit Figure 5:Flashing at Figure 3;L-foot Page 4 of 4 EVALUATION REPORT Report Number 0248 Originally lcenedt 09/2012 Valid Through: 0972013 • TABLE I: ALLOWABLE LOADS FOR EL ROOF MOUNT L-FOOT KIT(lbs.)r'h'h"Wltitnate Lead Test Load at 1 Tot Load at Calculated bond D{rcetiva 'pest Value 0.250 inch 0.125 inch Fastener/Metal Aitowabfe (see figure below) F,SDesign Load er 3.0 deflection deflection Strength Uplift(Withdrawal) 715 1,800 695 340 340 • Lateral 200 240 130 153 130 Notes I. Allowable load values are based on the least value from the ultimate toad of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0,55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable toad values an based on lumber with all of the following characteristics, a. Located in dry service conditions where the moisture COMM dots not exceed 19%far an extended period of lime 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 values shall be multiplied by the related adjustment factors)(C„ • andtor CT)in accordance with the National Design Specification for Wood Construction(NDS-05). 3, Allowable load values are based on lumber with aspire:tic gravity of0.55(Southern Pine or equal). 4. Allowable load values For withdrawal arc based on a minimum penetration of 2'h inches into the roof rafter by one 5116 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10 3.2 of the Nl)S-05. '.-ateral ck.tn:5 --- RI , ES 4. nis 1 �r M Ma cutup enc Clm..p-.SIIIIMIIIIIIINIMIS =,IRORR!WE I' ow 9 i flT !!a �I ' 1".1,4e= �- MINI�/' ' _.-,,,-4.-_,‘,,,,,_=.. _■M_ Clamp Dead B-Era Clamp oRao Pb �� a��iIiILI�����' jjig A . I L TYpeal Flush Meted Pray-Plan Vamp read CbmP \ ^Sdea Panel II yr r a .o. I �1��.1Zfairesc --1.—Fact 16 cs -um _,,,___a.w IIS' SY` 1 ,. '^• Inn/Ridge Rad — Sec:fan FIusXMount-Flat Roc/ —��--� L.Or Flashing i y4'=1 -0' - nM w. L.......�..,.. •—Existing Rod Smtcfwe . - +».. -.I jPlt Mount.Flat Roof NMI C•T�v%a1 Roof C....-minn _ °^•••••••• A#d Clamp End Clove Section FT an Modell_Sia Roof 3(J'=1 -C" ,�\ -- venE3._.._._ —. �' Q� ` i :-C :a l_ II I 4 ...`.. . .� V- — - — -•" .. � `��j \....___,/ - .. —"'R--c-t `----7�--- I. - U I _ L.c.axs-I - _- r,Kse..... Detail•MIn Clem:p.iail Vocation Devil C Vann M Red Elev = Tercet Fr Snterm!army Elevation IR 201 ..ma LG NeON 2Black 16300N1N-64 Mechanical Properties Electrical Properties(STC*) Cells xIn 300W Cell Vendor MPP Voltage(Vmpp) Cell Type •' n � � M1 t o= MVP Current((mpg) Cell Dimensions 5 xir incr; Open Cm Voltage(Voir .y' .ofeusbar 1(A t J id Short OH tot Covent(lit/ ,) Dimension(1 x W H) rm C , : . . Module Efficiency(Y.) OperatingTemperate,e HC) Front Load M�' r- z -rp _... __ System Voltage Rear Load + ^P r® Maximum Series Fuse Rating(A) Wight .D .-t8 r I II Power Tolerance(V) Connector Type VC-1 1 1 F.ion; Junction Dox ap _ _ Length of Cihlcz. Glass Electrical Properties(NOCT•) Frame .. fir rminum 300 W Certifications and Warranty M Power(PFipP) ,. MPP Voltage(Vmpp) z — Certeratons(InProgress) L'51e ' r : ,r= Mpg Current(Impp) Circuit Voltage(vet) I6f 51 ^ »I M1 . r a. Short Circuit Current(1st) lAOAuIeF p romance F_r 2[ Lr r` .. Product Waranty .lear m —.. - - •r.> ., _t. _._... _ Output wy ofPmae ,,.Ter re- Dimensions(mm/in) Temperature Coefficients 1 NOCT11 Prrg�p _ D. 9 ii- Vac Ls[ Characteristic Curves I w ni tl ,,. -... r — I Tt! [ rrIIIit' I_ a LG *,II El 'Won rnrae,te.I Northeast 1in _ f II 11. I W I -- -L - T lr_ - ft1 i L f t 'CJ i L. , Typical feet placement w/ ' 16" o.c, rafter spacing Er . , ,. 1.1,1 , *_ 1 i'41 1 ,—, .. .� w �L11 -y 1 Il 141 I i f 111 Typical feet placement w/ 7 ,t I i. ��,- ��� ; III 140 ON i r I ' 24" o.c. rafter spacing T "" , T , ' I 1 � f nl ( ITlumpi I .. .. ..