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17A-271 (7) 126 OAK ST BP-2019-1330 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Block: 17A-271 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit-. Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Category. SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-1330 Protect# JS-2019-002144 Est.Cost: Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(so. it.): 10018.80 Owner. OLANDER DEBORAH LIVINGSTONE zoning:URBtl00u Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 126 OAK ST Applicant Address: Phone: Insurance: 136 ELM ST (413)247-6045 () Liability HATFIELDMA01038 ISSUED ON.512812019 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR SYSTEM 17 PANELS, 6.12 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 Occuoancv Signature: FeeTvpe: Date Paid: Amount: Building 5/2820190:00:00 S75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner yn NotdwvNt,otd3� pEa aolq ttrr:t City of NoBuilding DZ212 MaiRooNorthampto0 phone 413587.124 Other Soedry APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION,-Orm; OMIATNMI 6P R-J 3d -. . --,SQ LJ R 1.1 PreoarNr Addre.e_ This section W be mmplalad by elOn 126 Oak St Uap 1 2A Lot ( Ur14 Florence MA 01062 2arr Ow*Di rWI am SL DIseW OS wasim SECTION 2-PROPERTY OWNERSMPIAUTMM;; AGENT 2.1 Ownw af Re 26 Oak St lander Florence MA 01062 Naee(Pnng Cu ,Mame Aadwee' 413-584-3919 S9rota�a 04 pp 2.2 Authodeed Agent t 136 Elm St Hatfield MA 01038 Vane(Poon Cmerc.AMnng Aadrer' �-"Vj 413-247-6045 agreWm Tefeproro 3.21n TRUCTIQ;�CQM W MIN MA Item Estirruted Cast(Ddlan)tam Ofeoial the Only wrrivened by penvul Agii 1. Building (a)Building Pent Fee 2. Elecoiul (b)Estimated TOMI Cost W Consvua from B 3. Plurnomg Building Peeftl FN t/ �� 4. Mecheniml(FNAC) $ S.Fire Protection S. Toull=il .2 r 3-4 5 Check Nunlmr / This Saaem Fm OIIIeW Uss On w Osis Building Penrvt N,umOer: Issued: Sdruitu eQL: ` / _ S(v(11 I euebq cwrawww"nspedor of Suldage DOW, �q'. i Section 4, ZONING Ill INbminm Mjv I complrt". iwm1t cw aC DMM ow 10 IattcopiMe lnfrymatam Existing Proposed Required by Zoning -Rin arWmn w Fr fines..b} auisne Deparmex Lot Size Frornal Setback, Front Rear _. Building Heigh Bldg.Squarr Footage % Open Space Footage % (Us Mr K-*A w•cJ - - •ofPado Spec" Fill: uoWoe k Laanm � A. Has a Special Permit/Vartance/Finding ever been istoed for/on the site? NO O DONT KNOW ® YES Q IF YES, dale issued: IF YES: Was the permit recorded at the Registry of Dads? NO O DONT KNOW O YES O IF YES: enter Book Page andlor Document e B. Docs 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 O , Date Issued: C. Do any signs exist on the property? YES O 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. 'Mil me construction,amity drum( ng,gad,rg, ravatm.or allingf over 1 acre or,s nart pof a common plan mat mil disturb over 1 acre? YES NO ffi I F YES.then a Northampton Storm Weer Management Perrot from the DPW is required. SECTION i DESCRIPTION OF PROPOSED WORK 1 hov all aooll able) New House ❑ Addition ❑ Replacement Windows AlMrallon)s) ❑ Rooting ❑ 0,Doers 0 Accessory Bldg. ❑ Demolition ❑ New Signs 10) Dean Iq aiding lo) Other[NJ Brief oecmpbon of proposed wwc Install 17 solar panels on Roof Alienation of existing beci_Yes ____No Ado,ng new beomam Yes No Attached Narrative Renovating unfinished basement Yes __No Plane Altached Rdl -Sheet ss N Newhouse and or addition to exlstino houslrw, oomolale do blligivino: a. Use of building Cne Fam y _ Two=amry Caner to, Number of rooms in each family uns: Number,of Bathrooms c. Is here a garage attached? C, P.cocsed Souare footage of new construction. Dimensions e. Number of stones? f. Method of heating? Fireplaces or Woccstoves Number of each g. Energy Conservation Cornpliatini Messcreck Energy Comphanoe form aaarheo? h. Type of constructor, I. Is construction will 100 ft.ofwattends? Yes No. Is oonstrucbm within 100 yr. floodplain Yeal No ). Depth at basement or oel lar floor Wow finished grade IL Will building conform to the Bi and Zoning regulators? Yes NO. I. Septic Tank Cry Sewer private wall_ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WNEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDWG PERMR 1. 4114401ander as Owner of he subject property hereby authorm Northeast Solar M aro on my behalf,in all maters,relative to work auhurize0 by this building perms applKatlon. Si etersolowwr Nis I, Northeast Solar ,as Owner Auhonzed Agent hereby declare that the statements and infwmabon on he foregoing application are we and accurate.to the beat of my mcwtedge and beief Signed under She sand penalties of perjury. Greg arri n Pent name A 3 as 19 _ i earoa DKa SECTION S-CONSTRUCTION SERVICES S.s Limnled Conalruellon a.narwlam; Not Applicable O Name Of ume.e Nebo, Phillip Bauaegard CS106113 Lm Number 41 Heath Rd Colrain, Ma 01340 6(7f19 Wallace Ore ��L- A 413-247-6045 safahas re oma 4.Raplaaamd Noma knmovament Contractor: Not Applicable O SOLtIlcasL so-arm 169641 Comes v Name Regisimhon Number 136 E-T L Ha el Mu G1039 7/13/2019 Aoorew Expeaaon Data Telephone 413-247-6045 SECTION 70. COMPENSATION SNIURANCE AFFSMYR Workers Compensation Insurance aNdaNt must be completed and submibd with this application.Failure b prwade mis aNdavt will resum in The denial of the ias wrica of the building Signed AffMadt Andmd Yin---.M No._.. O 11. - Home Owner E:em don The current exemption for"homeowners'was extended to include Owneroaeapied Dwelilnrs of one I I) or twoi?)farni:ics and wallow such homeowner to engage an individual for but who does not pc s a license,provided that the owner acts assanionizor.CNIR780. Sixth Edition Saillon][0111-33.1, Definition of Homeowner Person(a)who own a parcel of land on wldch hc:shc resides or miends to reside,on which there is,or is intended to be,a one or two family dwelling,abutted w detached Suuctacs accessory to such use and:or farm structures.A person who coastructs more than one home in a two-year period shall not be mpsidered a homeowner. Such"homeowner'shall submit to the Building Official,on a form acceptable to the Building Official,that hushe shall be i taoomible for all web work nerformed under the baBdlna permit. As acting Construction Supervisor vow presence on thejob site will be required from time to tune,during and upon completion ofthe work for which this permit is issued. Also be advised that with reference to Clapter 1521Weakeri Compensation) and Chapter 151(Liability of Employers to Employees for inj mics not resulting in Death)of the Massachusetts General laws AnnoutM,you may be Uable for person(s) you hire to perform wick fm you under this permit. The undersigned"homeowner"certifies and assumes responsibility fm compliance with the Size Building Code,City of \rmhampton 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 1111, S 150A. Address of the work: C X11 5r ( D�2t^Ce— The debris will be transported by: a QjG 't-O The debris will be received by: kLk - Building permit number: II Name of Permit Applicant : 00(-��t 1G4c SI�¢Yt wi Date 4ignalureiermVit Appli t The Comrrtosnveakh of Masssxchusetls Department of Industrial Accidents Office of investigations 1 Congress S6ee; Suite IN Bosmn,MA 82114-2017 wwro,mosxgov/da Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name. Northeast Solar Address:176 8m St. CitylStatelZip:Hatfield,Ma 01038 phn,,e#413247-6045 An yonan empbyery Cheek die appropriate baa: Hudu®Typ a(regaised): I.Q I an,a employer with 17 ereployees(full and/ 5. ❑Retml or pattime).* 6. ❑ReAa.antlBalliating Establishment 2,C] I am a sole proprietor or partmership and haw ro 7, ❑Office wxVwS ales(incl.red estate, pito, etc.) employees working fa mein any capacity. [Nowakus'comp.imorancerequiredl g. 13N—profit 311We ere a corporation and its officers have ex excised 9. ❑Entertaixm ors thairrigtofexemptiortper c. l32,§l(4). andwehve l0.❑Mamfaceuing no employees [No woukers'compimvzance regiared] ll ❑Healt6Care 4.❑ We we anon-prat organization, sleffedbyvolwteer; with no employees.[No workers' comp.insurance req.] 12.0Other *hnyepp1kmttler cleduba st mut also do mtde sectiontake.sbovisg tlnxwodazi cmtpauatimpolry isf'asaation *rthe empmale ofr ..lax trampled 6ansekes,but 6ecmpratimhu otezempbyvm,awodeers'cmipwationpdicyis aquved ad such. oga�nmcleoid deck bar N I. I am an ampbya>that isproviding workarr comeeasadeniasa>mceformyemployees. selnwisthepsfkyvefomearise. innrance Companyllmoe: ACE American Insurance Co InswreoAdskesa 126 Oak St **Solar** City/State/Zip: Florence MA 01062 P diay#orSelf-ins.Lia # 1 K445604UB Expiration Date 718119 Attack a copy of the workers'nmp emabap*fey declaratia pap(skwtsg the p a"numb erand cap kation dab). Fadme b sense coverage asregwredunder Semm25A cf MGL c. 152 can lead to the impositim of criminal penalties of a fine up to$1,500 00 ard/or one-year imprisonment,as well as civil penaltiesin the form of a STOP WORK ORDER and nfsrc of up to$250 00 a day ageinA the violator. Be advised that a copy of t.lis statement maybe fomerded to the Office of Investigations of the DIA rinsuerse vera verification. Ido haraby cextj(y,cud poi d of pa>,(u>y Mid the dsformaHon provide abosa s nip,and canoe. 3/25/2019 Phone#:413-247- 45 Ofjiciol use early. Do notwtt a in tris wen, b ba rompl.ted by city er town off W City or Town: PermitlLice.N I seeing Authority(circle ape): 1.Board of Health 2.Building Department 3.Cityfrowx Clerk 4.Licensing Board 5. Selectmen's Ogre 6. Other Contact Person: Ph...9: www.nmsSmidu ��. Utility meter and utility04 accessible solar AC = +' ' _ _ e'• �r,... w disconnect on exterior wall }M. � 'ter. _ ♦. �1 - -. R Existing Solar Array: Application: 00167968 4.76 kW AC Main electric NEW roof mounted solar array panel in With 17x LG modules and , .: basement 17x Enphase IQ7PIus-72-2-US microinverters 1 Deborah Olander 126 Oak St Florence, Ma 01062 Northeast , . Vreeland Design Associates An integrative approach to design engineering and site planning Date: March 25,2019 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Bill and Deb Olander, 126 Oak St, Florence, MA: Structural assessment of existing garage and house roofs to support proposed solar arrays. On 2/27/18, 1 conducted a site visit and investigated the existing roof framing of the garage and house for the proposed PV solar panel installations. 7 PV solar panels were installed on the garage and 10 solar panels on the west back roof of the house in April 2018. This letter is for the proposed installation of 10 to 17 additional solar panels on the west roof of the house adjacent to the existing 10 solar panels.The 28'x 46', 1-story ranch style house was built in 1952.The rafters are 2x6,appear to be No. I DDuglm-fir, installed at 16"on-center,spanning 13'-8"with a 6/12 roof pitch.The 2x6 ceiling joists have been installed such that some are parallel and some are perpendicular to the rafters.The rafters supporting the solar panels have the ceiling joists parallel and are attached to the bottom of the rafters.The house roof appears straight and true with no apparent spreading of the roof. The roofing is composite asphalt shingles. The existing 2x6 rafters of the house have too long a span to support the solar panels and meet the current building code requirements. The west rafters supporting the solar panels need to be reinforced by installing a 2x4 or 2x6 kneewall located 2' minimum to 2'-6"maximum in from the exterior wall to reduce the span of the rafters.The vertical 2x4 or 2x6 can be attached to the sides of the rafter with 3—TimberLok,or equivalent structural screws,and toe screwed directly to the top of the ceiling joists or toe screwed to a 2x4 or 2x6 plate that has been attached to the top of the ceilingjoists. I have reviewed the mounting details for the proposed solar array. Based on my calculations and a PV solar panel unit weight of 42t 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 garage roof framing and the reinforced house roof framing,as outlined above, are adequate to support the proposed PV solar arrays 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 M4 -rte) VVREELAND David Vreeland, PE CIVIL No.46317 Vreeland Design Associates 9Fo STS 116 River Road, Leyden, NIA 01337 o~� Phone: (413)624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 iiotiS E 3 5 i Biu pt�up WESrReoFftAJP)an fzeei-A s . e _ Tlmi8ea2LOK SLPB-S �P- OR Wlv,V LrATT aPf' � S'Taucxvaa� �2rcL� . Z xv t?a fZ�a�rr�M Foo w'GST RAFTC&S SAJ??5qntN i *v"j%2 PRA-qt6, I I -'nrWA-Lok. �:� 'lx Cn'LEIuuC,Jo lsT. 'fDE 6Gnti.W X88 E__ ZLo.( rnul, e.3 Z 1 6rrW-`L r�r Cn) OP7Yoo To SCCUr4F (Z4QF_ Tb RAFTM SiMpso&lliV72:F_ W tt1{ l�Z' EyE douT j IHLK slaWm&I CAB(Z ItiSP4c.L 32"oN-crr,+�TFf2 i I.q-, "Cky OTHrit R1�Ft£2. �P,,ck. ©PT�o� T—oti —C1U•-SSI OrJ TIS.$. EVALUATION REPORT(ul FRoofReport Number: 0248 ��++ �� Originally Issued: 0912012 Valid Through: 0912013 s 06—WOOD AND PLASTICS 3.0 DESCRIPTION 08080—Connections and Fasteners 3.1 General Description HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic Corporation component:(1)ahce assembly with captive waterproof tis'St,Suite A washer, (2)lag bolt to fasten through the shingles to the er,WA 96861 roof rafter, (3) gashing that is placed under the row, of shingles above the shoe and then over the shoe, (4) L- TION SUBJECT Fool that is placed over the protruding shoe threads and (5) hex cap that is secured on to the shoe. See EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. 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 100 • 2009 international Building Code® inches in height. It is held in place using one 916 inch • 2009 International Residential Code® diameter lag bog that is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet a 2006 International Residential Code® aluminum with dimensions or 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 from • Evaluation Criteria for Joist Hangers and 8083-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (V1PMO ES ECO02- 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 bele) that is Penetrations QCC-ES AC286),Approved April 2010 located in the center of the base leg. One slot measuring 1.84 Inch long by C.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 gold and rear • Structural face. Sae Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION FZ Roof Mount L-Fool Kit for Shingle Roofs is used to 4,1 Design mount solar systerre and other rooftop devices such as Tabulated allowable loads shown in Table 1 of thisrafters,undunderneathsatellite ehas on asphalt shingle rook with wood report are based on allowable stress design (ASD). Adjustments to these values are required for wet FZ Roof Mount is specifically designed to be used ler service conditions, sustained exposure to elevated installation of solar panels ler electric or hot water temperatures. use with fire retardant lumber or with production W roofs with slopes from 3 to 12 units lumber whose specific gravely is lass than 0.55 vertical in 12 units hontontal. (Southam 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 •�iuvniaai 4,Y m'n. wm.•wmr+�Nn�u+.Wrawc�..e�a sefcvr4+msw�e•a,�rawn Wew.��.onmew.ma ne twNw en�.Vr.aL•PPr.s�.I aner•�•ieiivwemm�®L®'swr ea,ww�MewR,.o-un c.�rvn�>,n,-�e�e_��rn v-s nmmr. i EVALUATION REPORT�„ � Report Number: 0248 Originally Issued: 0812012 Valid Through: 0912017 4.2 Installation Rain teal data and thickness of aluminum fleshing submitted o in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Fleshing for Pipe Penetrations (ICC-ES AC diameter stainless Blast lag screw at each bracket 266-2006). Rain Zest conformed to Underwriters location as described In the manufacturers installation Laboratory Standard far Gas Vents, UL 441-96 Section instructions. Lag screw must penetrate into the roof 25. rafter a minimum of 2 %inches. Prior to installation,the roof rafer shall be bored wtth the required lead and Teat results are from laboratories in compliable with F: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 lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by fuming with a wrench and not driving by a hammer. A dleatamp label in the flashing bearing the name and address of the manufactrrner, the model number, Use of auxiliary holes in the Shoe other then the use of IAPMO Uniform ES Marks of Conformity, and 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 Installed full under the shingle up to I A U the raised portion of the flashing to prevent water PMO E$ ingress under the shingle. No potion of the flashing should be bent upward; the flashing must rest fully E$ against the roof shingles. Otherwise the water and wind ® TM performance may be impaired. IAPMO 00248 6.0 CONDITIONS OF USE EZ Roof Mount L-Foot KA for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following conditions- 6.1 EZ Roof Mount shell be installed in accordance with this report, manufacturers installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the imposed bads on the EZ Roof Mount assembly do not exceed the allowable bads 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 where 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(IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT C tons Report Number 0248 ` Originally harmed: 09/2012 Valid Through: 0911013 FAlloabl. ABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT 4F0OT KIT(Iba.)''s�^s Ultimate taed Tw Lout al Test Load at Gkokted figure beloo Test Value 0.250 inch 0.125 inch Frtena/ l Allowable below) FS.-3.0 deflection deBeetion StrengthDestgn Load hdrawal) 715 1,800 695 340 340 ral 260 210 130 153 130 able load values am based on the least value from the ultimate load ofthree tats(strength limit),tested t 0.125 inch de0eaion(deflection limit),calculated fastener opacity(withdrawal or lateral)for wood specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum Went connector. able load values are based on lumber with W of the followingcharacteristics: a. owed in dry smite conditions where the moisture content does rat exceed 196%for an extended period .(time such a in most covered structures. b. Located where it does not experience sustained expomre to elevated temperatures that exceed 100'F. For any other conditions,allowable table values shall be multiplied by the related adjustment fectnn(s)(Cv and/or C,)in accordance with the Nations]Design Specification fr Wood Construction(NDS-05). 3. Allowable load values w based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal arc based on a minimum penetration oft Yh inches into the roof mRer by one 5/16 inch x 4 inch long stainless steel lag screw. S. Allowable values may not be increased for load duration in acemdanee with Section 10.3.2 of the NDS-05- Uplift Lateral Page 3 of 4 EVALUATION REPORT ReyeR Number0249 Orlgleelly leamdt 0912012 Valid Threug3e 0912012 TABLE 2:MATERIAL PROPERTIES tMa erial Shoe =1mm alloy ANSVAA A380.0 Wd fWash" EPDM with durome "din of 60 Lm Bolt 304 sWinim steel ASTM A 240 4foot Aluminum alloy 6063•T6 ASTM 8221 Hm CAP Aluminum alloy ANSI/AA A380.0 Flashing Al.minum.11oy 1060ASTMB209 EZ ROOF MOUNT COMPONENTS O� eY \ � � 'p Figurtl:Shoe Assembly Figure 4:Hex Cap Figure 2:Lag Bolt Figure 5:Flashing Figure 3:L-fool Page 4 M 4 EVALUATION REPORT E-/ Report Number: 02411 Originally lamed: 09/2012 Valid Through: 0912013 Ft ABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT 4FOOT KIT(Ibs.)r'v'w Ultimate Lead Twt Load at Test Load at Cdcdamd Lead Direct[ Tat value 0350 Meh 0.125 inch Paalmer/MaW AOewable blow) FS.=3.0 deflection deflection Sims Deagn Load draw.1) 715 1,800 695 310 340 al 260 240 130 153 130 ble load vduse arc lowed on Me Inst value from We ultimate bed of three tears(aumgdr limit),tested 0.125 inch deEevion(deflection limit),calculated fagerna capacity(withdrawal or laNm1)for wood pacific gravity of 0.55(Southern Pine)or allowable suras ofthe aluminum L-find connector. ble load values arc based on lumber with all of the Mowing characteristic: a. Located in dry service conditions where the moisture content doca not exceed 1994 for an extended period of time such as in most covered structures. b. Located when it docs not experience sustained expomm to elevated temperatures that exceed 100-F. For any other conditions,allowable table values shall be multiplied by the related adjustment facrogs)(Cm and/or Q in accordance with the National Design Specification for Wood Construction(NDS-05). 3. Allowable load values aro 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 h inchn into the roof Mer by orne 5/16 inch x4 inch long stainless steel lag screw. 5. Allowable vdues may rat be increased for load duration in accordance with Section 10.3.2 of the NDS-05. ;.ateml �uc��n4 wrr.Fa '— ru ani EPeaRro I o�m Pr-Pwi-n n gire- n I I � TwbiFlrlrv.rwm-PlnyYw AW pami etlr PaM .—_._..._ vr•, a EFmI �mmao.RM FWI j 4a,bn-FlUN Ywn1•FM Rod v<^,ra FJImPp RaofSYunn -- '- s«mP-mluuav-MRoal va••rag ra - - - _ e...rw wGni EM CYPi i VMID y � ip' ryrr h'v110-Rn Clampb Pal-9wYun V-1 b r� I. yr Pruna - er+.�ir rd�e•9�-e - a.l s.l LG NeON R � � MMMNMM Mechanical Properties - Electrical Properties(STC a) Cells 6.10 Mosuk 365 360 355 350 Cell VNMer LG Mae—Power(Pmax) 365 360 355 350 Cetryye _ Ma0[rystal4re/N-O0e MPP Vokage(Vmpp) 367 365 363 36.1 CNgnelWwu 161)x161)mm/Seectes MPP Cu Mornpp) 995 987 919 970 psweiwe(Lx WxIO 1700x1016.e . Open C—M V01taes NOC) 429 627 427 423 6693 x,0 O x 1.57 inch %.Cimuir Cumem(kc) 108 loN 1018 101) Frere WE 6000P, Module Effi—iny 211 208 206 20.3 Reselva _ SCOOP, Operaury Tempeasiss -40-•90 wel8et less, _ Maximum System Voeage 1000 Connrttar Type We Maunum Bens Fuse RaOnq 30 juncos,Sex IP68 sith 3 Bypaza Diodes Power Tolerance(%) 0- 3 Lenpta If Cables 1000 mmx Zea zxlze.e.aren<wdniml�nmwr.!000wlm�xm Glass Temp-,I Gl,nx:Ill h AR Cnannq ^wtlauuw nrurM rmaw....ewa ww4.ewmu,wun. Frame AnMrzMAlumimum '+m°e'luar maw.en.r.vw+ua wmi .m�Pui000 wim s-x ox Electrical Properties(NOI Certifications and Warranty Motluk 365 3M 355 350 cenuelu6em IEC61215,IECG1130-1/-2 Mammm Pesser often215 211 261 263 LLlM MPPValta8e 0/W) 366 364 362 360 IEC 61701(Sell net mmskn MSO MPP cvmn(lesii 751 745 739 132 IEC52716(MMnamrtasselest) Velt+Y O/Pr) 40.2 002 40.2 w.1 609001 Slut Confit C.pM) 610 869 aN 867 Pill Fise,hrrwnens(OSk) Type1 -tai nm...I IulI—I"e1 ..l i'I'lelvpm'.wrownm.vwnlpCH rwe,M Feet Resistance Clus(GNFM) Cku C(IIIC/MDC1103) oeepue Mluruty of PmM urear.tyee Dimensions(mm/in) r w. vm sa y. wr mnria+Iaymaw.m.al lsxz Meru Tem _ - ..,,.. . ... 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