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17A-050 (13) 144 BRIDGE RD BP-2017-1323 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-050 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# BP-2017-1323 Project# JS-2017-002191 Est. Cost: $8777.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.ft.): 11935.44 Owner: HARDER JASON C Zoning: RIO 00)/URA(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 144 BRIDGE RD Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFI ELDMA01038 ISSUED ON:S/162017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 7 PANELS ON ROOF POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 5/16/2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File 4 BP-2017-1323 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES I,L,C ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q PROPERTY LOCATION 144 BRIDGE RD MAP 17A PARCEL..050 001 ZONE RI(100)/URA(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST Ny7l-LOS tbs.\ REQUIRED DATE ZONING FORM FILLED OUT Fee Paid /I Building Permit Filled out 1 Fee Paid T / Typed Construction: INSTALL 7 PANELS ON ROOF q r / KV 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 INFORMATION PRESENTED: L.,-"Approved .. Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER§ Intermediate Project: Site Plan AND/OR Special Pennit With Site Plan Major Project: __Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § FindingSpecial Pennit 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 _ 7on delay ,,�� cial e -fid I7 Sig re of Built in,0 ficial 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 40k Contact Office of Planning& Development for more information. \lARDiP , J wady City of Northampton StabsotPenrad*a y""" • t+7 Building Department Cuir`teserNrgy Parrot 212 Main Street Room 100 WitibitiWelAsolablkty Northampton, MA 01060 1M°�} em"o9d -pl-ione:4.1,--5874240 Fax 413-507-1272 y Other Spealy APPLICATION TO STRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION t-SITE INFORMATION This section to be com�P(,ett+� by ohm: l (� 144 Bridge Rd, Florence Ma 01062 Map / Lot (/ ✓ Unit Zone Overlay District Elm St Merin Ce Oistrkt SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT `^ v 2.1 Owner of Record: 144 Bridge Rd Jason ijarder Florence MA 01062 some( nt Currey Maitrtg Address (/0%�" GrS�� 4,3-244-2287 wee are 2 2Authodaed Agent Northeast Solar 136 Elm St, Hatfield, MA 0103$ New.(Pnnti /" ^�3-. Curre2 Maang Address: , t) 413-247-6045 yr _ Salure TeteaMre Item Estimated Cost(Mara}to 00 Official Use Only ;omitted Pv permit arc icant Building (at Building Permit Fee 2. Elect/mai (h)Estimated Total Cost of Construction frau IS} 3. Plumbing Building Permit Fee 4 MechanicalpNAC} 6. Fire Protection Ay(r. H. Tom-tuft t2+3+4t5} $8,777 Check Nurtr gY1571 7`6 This Section For Official Use Only Building Permit Number: Gate _. Issued: Signam re OuIdng Cnmineppearilr$pector M 94adeNx. _... Section 4. ZONING AI mreemanen Mart Be Completed.Penult Can Sr Denied Due'to Incomplete Information -■®_® Rcrtuie d by Ovum ping Eai,Miami Ince pap)in ba II eui:din6 trlwrmv N.ev. !� Setacks C'',eont 11111111111111 Side Reg Building Height 074 Square Fomage Open Space Footage p n -�--� Onv pace Mita c A. Has a Special Permit/Variance/Finding ever been issued for/on the site? HO O DON'T KNOW ® YES O IF YES,date issued: IF YES: Was the petmlt recorded at the Registry of Deeds? NO O DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document S B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW ® YES V IF YES,has a permit been or need to be obtained from the Conservation Commission? Heeds to be obtained O Obtained Q ,Date Issued: C, Do any signs exist on the property? YES Q 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 ideation: E. We time construction ectMtydaturb(d ng.gading,/q'�/d Ycavaaon,or finm ing}over t acre or is it pan of a common ohm Mansell disturb over 1 acre? YES NO ti'S' IF YES.then a Northampton Storm Wafer Management Paint from fie DPW is required. New House ❑ Addition ❑ R place at lndowa Altertllonfe) 0 Roofing ED rs Accessory Bldg. 0 Demolition ❑ New Signs IC) Decks XI/ Siding in) Other(NI 8net Desorption of Peopc sed Install 7 solar panels on Roof Wank: Alteration of existing bedroom Yes No Adding now bedroom Yes No Attached Narraters Renovating unfinished basement Yes No Pians Attached Roll -Sheet 6a. If Now house and or addition to existing housing,complete(he following: a. Use of building_One Ninety Two Faulty Other b. Number.of moms in each family unit Number of Bathrooms C. Is mere a garage attached? d. Proposed Square footage of new oonswclion. Dimensions _ e. taunter of stones? 1 Method of heating? Fireplaces or Wocdstoves Number of each-,,,,,,,_ g. Energy Conservation Corrfnance. _Massd,eck Energy Camphorate form etethed? h. Type of construction i. Is axtstruction whin 100 ft of wetlands? Yes No, Is construction*Ohio 100 yr. floodpleln_____Yes No I. Depth lir basement or osier floor Sow Stashed grade k. W#building conform to the Building end Zoning regulations? YesNo. I. Septic Tarso Crty Sewer Prints well Gly water Supply SECTION Ta-OWNER AUTHORIZATION-TO SE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I Jason Harder ,as Owner of the sot;ent property hereby eutborize Nort at Solar to act on if.in all alive to tack authorized by this building pemst appikatron. Si "aurOika it Cr ann I. Ann Bronner/ Northeast Solar .as Ownednuthodzed Agent hereby declare that the ataterr ots and ud«mabor on the foregone application are We and accurate.to the beat of my knowledge and betiet. Signed under the pains and penalties of perjury. Ann Bronner Print Name I 1 .% o/j 'I / S/f7 Siglrxure or OAnerfAysnl oat. SECTION S-CONSTRUCTION SERVICES 9I I Irenaed Construction Suoen/lawr: Not Applicable ❑ P) illip Saunsgard Reno/License Rai&. CS106113 Comma Nurrbn 41 Heath Rd Colrain, l 01343 6/1/_7 exPakomm y�"_ ,-„ 413-247-6045 _... St, re r; P Rwl*tsadSame ImatrW> est Coratactpc Not P.ppticabie 0 Northeast Solar 169641 Lnmpeou.Nan. Registration Number 136 Elm St . Hatfield, Ma 01038 7:14/:7 Address Expiration Date Telephone 413-247-6045 SECTION 10.WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.130.4 25C(4)) Workers Compensation Insurance affidavit must be oonpieted and submitted with this applicabcw.Failure to protide this affidavit will result in the denial of the issuance of bre building petmt Signed Affidavit Attached Yes.....-.Zi No 0 11. - Home Owner Exemption The current exemption far"hotfxowneri'w89 extended to include Qwner-oteiDled Etwallans of one(1) or cwo(2)families and to allow such honteown cr to engage an individual for hire who docs not possess a license,provided that the owatr acts p$sapenllnr.CMR 700. Slush Edition Strain,lag MI Dennhien of Hetnamxaer:Person(s)who own a pared of land on which hetshc resides or intends to reside,an which there is,or is intended to be,a one or two family dwelling,attached or detached structures steamy to such use and/or farm structures. A canoe who matrons mats than ape home in a Iwo-vaar period shall pot be considered a homeowner. Such"homeowner"stall submit to the Building Official,on a form acceptable to the Building Official,that btfahe shallhe gggpom(btt for all sots work performed ander the bWldine nay& As acting rewwtr,f inn Srn miser your presence on the job site will be required front time to time,during and upon comptetion of the weak for which this permit is issued. Also be advised that with reference to Chapter )52(Workers'Congcnsation) and Chapter 153(Liability of Employers to Employees for injuries not muffing in Death)of the Massachusetts General fawns Annotated,you may btliable for person(;) you hire to perform work for you under this permit. The undersigned'Ymncowna"certifies and assumes responsibility for compliance with the State 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 Department of Industrial Accidents F3 ��t Office of Investigations t 1'ti� 1 Congress Saver, Suite 100 !C-AVA-7 7 Boston,MA 02114-2017 www.mass.gav/dia Workers' Compensation Insurance Affidavit General Businesses Applicant Information Please Print Legibly Bustness(Orgartizah on Name.Northeast Solar Address.136 Elie St City/State/Zip.Hatfield,Ma 01038 Phone#.413-247-6045 Are you an employer?Check the appropriate box: Bwsduss Type(requited) L0 I an a employer with/7 ...._employees(Poll and% 5. 0Retail 0 or partetime).• 6. 0 RestamantVBa/E ding Establish=ent 2. I am a sole poprietor or partnership and have to 7 0 Office enyor Sales(incl.reel estate, alto, etc.) employees working for m e in any capacity. 0 pe a workers' comp.insurance required] S. ON oapofit 3 We are a corporation and its officers have exercised 9. D Entertainment their right of exemptionper c. 152,§I(4), end we have 10.0 meed„turing no employees.[No workers'comp.insur once regidred]"" 4.0 We an anon-profit organizatozy staffed by volunteers 11.0 HaalthC ore with no employees.[No workers' camp. insurance req] 12.D Other *Any ayplicantllw cleeks box*1 mist alto all cuttbe sectimtbalnv slavvg theirwoden'corywmatotpolicy ndenatat **If the corporate c45cec lux«emend tletrsel es,but the cenpeahai las oder employees,awoden'comematietaro icyis requited and mch en o.ganiatiotshoild check box#1. I ren an employer that is providing workers'compensation insafinecefar my employees. Below&the policy information. Insurance Company Name:E erg'.. .......... .. Inswer's Addreso, 144 Bridge Rd city/state/zip: Florence MA 01062 P elicy 6 or S el£-ins,L.ic. #EVVGRO0D268517 Expiration Date 41311e Attach a copy of the workers' comp ensatanp oIcy declaration page(showing they olicy number and nap intion date). Failure tc 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-yeti imprisonment,es well es civil penalties in the fond of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy finis statement maybe forwarded to the Office d' Inveeti gations of the DIA for insurance coverage verification. Ido hereby certify,ander et•and pen • '0" • perjwy Elk Me aforntataan provided above is his and cones. 6=Mo:e: ail Date: 4/5/2017 Phone#:413-247-6045 Ofjicdal ase only. Do notwdte in Els area, to be completed by chy or town official City or Town: Permit/License# Issuing Authority(chole one): 1 Board of Health 2.Building Department 3. City/Town Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: w'n,navtovidia 1/44:Q tt5h.,p t a { i ...4, •,„-..' �F 4 �.....4 ,,s4,,-.0,,„1,-%f/nOunre�'s" b J4t��r�„ . .�"' r , � ole =a �� '����,�� `• < a �, ` is � aiile � ed":r x ?".. .• Existing solar f�alrrr � v ; 13x �G array with p ..•... _. 13x En phase S28pules anq ti ... microinv err _ App#233639 78 eters � ^ I �, a -- i . 4 a 4,0 A. wy F e; 9 Rix.'r ; Marti , z #g a at• u7. ctrr ``' 1.- z : .` .:« , a„Ar.i. p Panel in ;1,"; 3 `n'' !! emE 7t a , .� Cason Harder 144 Bridge ei �i/� : Florence 9e Rd s Qw,ci 6441-e2 Ma 01062 /f eCi City Northampton 9 < �:.:;. Plan ReviewDepartment . 212 Main Street Northampton, MA01060 Northeast Typical feet placement w/ F MNIN11111 MIN 111111111111M1111 Ilia 16" a.c. rafter spacing 1 II iniliMil MN MIN INIIIII S , HII '. I ! I1 II ilii iw ti In 1_` I 7 1it 1 -i.=" jlefi . I wo r i ,i 4 IbrI Typical feet placement w/ I 24" a.c. rafter spacing =(; �' f 1 I III 1i1 rri 1 Tr 1 1 T . JI 1 L Vreeland Design Associates An integrative approach to design engineering and site planning Date: May 10, 2017 To: Ann Bronner NorthEast Solar 136 Elm Street Hatfield, MA 01038 From: David Vreeland, P.E. Vreeland Design Associates Re: Jason Harder, 144 Bridge 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 original 26'x 32', 1-1/2-story cape style house with attached garage was built in 1950. Extensive renovations have taken place including a second floor added to the garage and connector as well as a second floor two foot extension with new shed roof on the north side of the main house. 13 PV solar panels are to be installed on the shallow north facing roof.The newer shed rafters are 2x10, installed 16" on-center, spanning 14'6", with a 2/12 roof slope. The original rafters are full dimension 2x6 rafters installed 16"on-center, spanning 12'-8". It appears that 2x8 ceiling joists, at 16" on-center are attached to the bottom of the 2x 10 rafters and to the original north and south 2x6 rafters, preventing the roof from spreading. The original north 2x6 rafters have been cut at the ceiling line. 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 north 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. Addendum: The 13 solar panels noted above, in my original letter written and dated 2/21/17, were installed earlier this spring. Seven(7)more solar panels are to be installed adjacent to the existing panels. The above structural information is current. The north roof framing is adequate to support the additional 7 PV solar panels. Please contact me if you have any questions or need additional information. \ Sincerely, t}sH or A(.44 (��1 e DAVID A. tic .�� ..7.rA t, .. 4n,.-..- V o vR4 LP CIVLIL ANo m R U No.4631) • David Vreeland, PE < vF 6o GS Vreeland Design Associates tv6,RONAL Elk(' 116 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413)624-3282 LG320N1C-G4/ LG315N1C-G4/ LG310N1C-G4/LG305N1C-G4 EN LG NeOND) 2 Mechanical Properties Electrical Properties(STC') Cells 6210 Module Type ]YJW 3 v 3101 Cell en6or L6 MPP Voltage(Vmpp) 5,F lIl 3)iry H 1.3 Cell Type M0000ystailre/Nrype MBP Currant(mpp) c,5 x o ]?B Cell remensions 155 75 x 15.6 75 nmr6 lorries Open Circuit oltage(got) •of Busher 12(Muir W re Busier)* Short Crcut cumnt(Im) Dimensions(LxWxH) 3640 a 1000 x comm Module Efficiency(%) l1 r 1 13 1 Fcront Load 6000 FAO Operating Temperature OF) It Rear Load 540025 yr mm m syneevoltageV) Weight 170505 kg maxenum Series Fuse Rating(A) 25 Connector Type MCI MC4 Compania PG FoxierTolerance(%. n Junction Box ., yr LT 38ners Dares •Length of Carnes 000 r,o -:ra4 re n. Glass Thli Pomo ss onempe d -Grass mz c f soeo zc f i 3 s o< a w ,-zm Frame Amid ALForm Electrical Properties(NOCT') Certifications a ❑Warranty ModyPe - rain a vcv. ^.ry IEC 6315 iEC 6[330.1/-2 tawnier Pover(Pmaa) .xc 4. MPP Voltage(Vmpp) / or IFC 62716(4mmona les:) MPP Current(Impp) i..,. , 5„ ,-_ Certifications CC 51701(salt Mist Corrosion Test) Open circuit Voltage(WO , s4 UT 1703 Short Circuit Current OSO 511 rlc2 ,,r 1 Np1 1509001 • Module Fire Pertormance Typo2 NL 1703) no (Omarara- adore _ nraaso �cr i,-,. Product Warranty - e u*�y Output Warranty ofP ar ar eOro am,'5 iii ex re..; nne To wahp am ral cegtimaor 3)33.rat ro .fleas Dimensions Omm) Temperature Characteristics _ rvOCT - a6e3'C Polar -038%/c 5 We. -078%/"C Is Cr03YJC �. I ....- Characteristic Curves " - '" moon , FlOON --1:'\-N\ r r v raw ----"-- _,_______„__________ l �Ip 11lrll f ISI III IF I�_ r The551� tora— cte,u"amn tag/gmn 9 oe5 0.4 LG a --7,7, o.o yy Lifer Good ar, . p - - p.C,, ?GCT/ edit,cLkrent-j EVALUATION REPORT Report Number/ 0249248 Originally Issued: 0912072 Valid Through: 09/2013 Division:00—WOOD AND PLASTICS 20 DESCRIPTION ;. Section: 06060—Connections and Fasteners 3.1 General Description €- REPORT HOLDER: i. EZ Roof Mount 1-Foot Kit consists of 5 basic SunModo Corporation components:(i)shoe assembly with captive waterproof 1905 SE 5"'St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 90661 row' rafter, (3) flashing that is Mooed under the mw :N shingles above the shoe and then over the snot,(4)I- r. EVALUATION SUBJECT Foot that s placed ove- the prolruding shoe threads and (5) hex cap that is secured or to the shoe. See u SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: Li Roof Mount is fah-icat d from aluminum. Shoe 1.1 Compliance with the following cedes: assembly is fabricated using casting aluminum alloy with dimensions of 7,80 inches In diameter and 1 00 • 2009 International Building Codet9 inches in height- It is held in place using one 5116 inch • 2009 International Residential Codes diameter lag bolt that is 4 inch in length and made of • 2006 international Building Code® stainless steel Flashing is fabricated Rom sheet • 2005 internal anal Residential Codes. aluminum with dimensions of 100 Inches in teeth, 125 inches in length and 0,64 inches in thickness. i.2 Evaluated in accordance with: i L foot is a 2.00 mon long unequal .09 angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 !rates in Miscel'ani,,us Connectors (IAPMO ES EC002- depth. 2.00 inches in width and 0.24 riches in 2011),Approved March 2011 thickness- It contains a 0.375 inch diameter round hoc l • Acceptance Criteria for Roof Flashing for Pipe with n 0.83 inch diameter chamfer (in base) that is . Penetrations(ICC-LS AC286).Approved Aprir 2010 located in the center of the base leg. One slot measuring 1.64 rich tong by 0.40 inch wide occurs in 1.3 Properties Evaluated; the confer and is located 0.30 Merles 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 FZ Root 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 strewn In Tat>;e 1 of this satelftle centres on asphalt shingle roofs with wood report are based on alowabe stress design 'AS:J:. rafters underneath. g Adjustments to those vaocs are required for ':ret I E7. Roo`. Mount is specifically designed to be used tor service conditions, sustained exposure to elevated instailaton of solar panels for electric or hot water temperatures, use with fire retardant lumbo or with ono:motion on roots with slopes from 3 to 12 Nota lumber whose specific gravity is less than il.$,". erotical in 12 costs honxontai, {Southern Pine}. Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 For more detalied explanation Page 1 of 4 � < we Lgg81 EVALUATION REPORT mna • Report Number: 0248 Originally Issued: D9/2012 Valid Through: 09/2013 It. 4.2 Installation Rain test data and thckness of aluminum hashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Hashing for Pipe Penetrations (ICO-ES AC diameter stainer steel lag screw et each bracket 286.2008). Rain test conformed to Underwriters el location as described in the manufacturer's installation Laboratory Standard tar Gas Vents. UL 441-96 Section .1 instructions- i eg screw must penetrate into the roof 25. rafter a minimum of 2 X inches. Prior to installation,the roc rafter shalt be bored with the required lead and lest results arc from laboratories to compliance with clearance hole for the unthreaded and shank portions ISOIIEC 17025. of the °a3 screw as required ,a Section 14.43 of the NCS b. 'threaded portion of the tag screw shall be 7.0 IDENTIFICATION inserted into as lead hole by turning with a wrench and ^ not drIvino by a hammer. A die-stump label 'a the flashing oeering Me nate and address of the manufacturerthe model number. Use of ,icxlliary holes kr.the Shoe other than the use of iAPMO Uniform ES Marks of Conformity. and this n an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER 0248). mstai aline s obtside the scope of this report Flasking should be installedI hull order the shingle up to IA u ¢ the used coater of the No portion to f the water M0 . ingress undo the shingle. Nc portion of the flashing it surd he bent upward; the Masi-lino must rest fid"•y CS against the root shingles Otherwise the water and wind TM oericrmance may co inipaired- lAPMO 40248 5.0 CONDITIONS OF USE EZ Roof Mount I-Foot Kit for Shingle Roofs described in th'i5 report complies with the codes listed in Section 1 0 of TM report uhject to the following conditions. 5.1 E7 Real Mount shall be installed in accordance with Ibis report, •nanufncturer s installation instructions and the codes listed In Section 1.1 5.2 Caiculatnrs to verify the imposed Wads nn the EZ Roof Mount assembly do rot exceed the a'!owable Mass contained in Table I a this report shalt be L./Inhaled w the code official when requested. Calcuiatons shah be prepared by a registereci design croiess`onal when roquired by the statues of the Judse.cticn where the work is constructed ' 6.0 EVIDENCE SUBMITTED resting and at alyss data submitted is in corfo>mance with Evaluation Criteria for Joist Raneets and Miscellanea.*Connectors(JAPMO ES EC 002-2011). Page 2 of 4 UAW EVALUATION REPORT Report Number: 0248 Originally Issued: 09/2012 Valid Through: 0812013 • TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L,FOOT KIT(ihs.)!'sa —_ r Ultimate Land Test Lon i lest Lnnd at Calculated f Load Dirvctmvot I Allowable Pest Value 0.250 inch 0.125 incl Fastener,')}etal (Sc' Heir.below) F.S.9 k0 de9ection deflection Strength t Design Load Ueart(Withdraw al) 715 1,800 595 340 340 Late I ll 1260 240 130 153 130 Notes t I. Al inwabe toad wtiucs are based at the least value Ram the ultimate load of flare tests fs9egth lim-t) lewd is load 810 125 inch dcflcilon tdetiectiortimit).calcidsred Its'.cner capacity twlthdrs..al or lateral)for weed 1 with specilk gravity of 0.551Suothorn Pine)or aiimvable stressof the ltoniman I.48vI hunneetor- ' 2 ,illo rblclead values arebased cm lumber wilt ad of the fpdoe.iag chnomst cs: 'h. I.t aled io.Lilyservice and higns where lhe moisture content does not exceed 94 for sn extended period il'lime such es in most everted structures ated',gime it 140s tet 89pesietwe sustained exposure to vhsegted temperatures that exceed 1001 I- 1 For an9 otherconditions,allowable table values shall be multioileh by the related adj .l act t faelorisj C. and a:Ch in“CCOldance elf the National Deign Specification tbr RoodConstruction(211/8-05) Allowable hd ealtses arc based nivmlet with a specifle g48,ily of 055 Ovuthern line or eq I). t 1 ..t Al Lit Mrad w nes for ellhdra al arem based on a niinoat penetra ion e / inches into the roof faller e on inch'h x 4 inch long cw stainless steel lag some, . _. Allowable values may not be increased for load duration in nccordauce with Scotian 10 3.2 ofMe NDS 95 Uplift LateralN. Page 3 of 4 EVALUATION REPORT utw � _._ Report Number. 0248 Originally Issued: 09/2012 Valid Through: 09/2013 _ TABLE 2:MATERIAL PROPERTIES I Morena]alCrgp rt Shoe AI t mn allay ANSiAV 1180 0 Wleproo Washer Ewthd acratingof(f I aBob 30an!es steel 1STM A240 — , Anum alloy:600.3-16 Atil\ 8221 Hex Cap11ununally ANSNAA A3890 �_ _ Aiu alloy _-.—J I 960 AS'fh[H2O9 EZ ROOF MOUNT COMPONENTS CAS, exh s"fc-Tht , F ign e L Shoc Assembly pignre 4:I iex Cap i Y Figure 2: Lag!loll I.igmc 5:Plashing • Figure 3:L-foot Page 4 of 4 EVALUATION REPORT Report Number: 0248 Originally Issued: 09/2012 Valid Through: 09/2013 "FABLE I: ALLOWABLE LOADS FOR E7 ROOD MOVNTL-HOOT KIT(lhs.)'ao"'" Lead Direction Minnie Load Tat Load al Tot Load at Calculated 1Bmrubic 'eat Valise 0.250 limb 0.125 inch Fastener/Metal (nee figure below) FS."3A deflection deflectionStrength Design Load 2:900(Withdrawal) C,. 1.%00 695 340 310 Lateral 260 240 130 153 130 Notes 7. Ai lawnbitt load values arc bawd on the Masi vette from the ultimata lead of three tots(.ahaegth limit),testad toad a;0.115 inch deflection{deflection Iiwit),calculated fastener capacity(withdrawal or taloa!)MT "rood with a specific gravity of C.55(Southmr Pint)or allowable stress of the afuntinum 1.h:ot ernre:::u- 2 Al:owahte load values arc hosed On lumber with all of the following charatterisfics'. a. Located in dry service conditions where the niobium content docs not exceed 19%fro an extended periad °dome such at in moot covered stmuturw. b- Is sed whet it does act expericnco sustai wd exposure to elevated temperatures that exceed I00'F. Par any other couditlens,allowable table values shalt be n940p11ed by the refitted adjoetmc:t tacter(c)(tat and/or C) n accnaIance with the Na0onal Design 5penification fur Wood C cumdion(NDS-05:3 3 Allowhle load values are based on lumber with a specific gravity of 0.55(Southern Pine or coal}. 4. Allowable hod values for withdrawal are based on a minimum penetration of2 / inches into the roof ralcr bysac s/I6inch e 4; ch long stainless steel tag screw_ 5. Al ow'nl' al' s may mit he.ncrcascd for toad duration Ur r tante with Section 1032 el Ore NDS-05. ii Latera! RG_CICr✓3y _. .. _. PI'A C I . i. I. mss... - - ._ \ k I a- ` 1 1 I ' � I i I . I I .2_._ELI o t r-- . lima,axE_ax-apn o r U En nR l II x ii S.cr_ 3 .o n __..: L. --.-=1,.._1_3_L �rL rI -.7_1, Ii I J a_ I Typical alush Mcu.t Army-Aran b(ew MIG Clamp---. - S Paid Or V a is coot I, g r i_ • • r u a ..._ ? mnRAA2 Hal_. -Ildsha"�y Stt F Jt Warn lat Real a, ` h-- lass Roars - I SI: rola IC art ral Porir cm. r.r. ! I t ..3.,.--n,. .Y"d l:'dr'4 •_• .'rd Clan:➢— Encu Raab M-,rrwpf..vtour — _— ,n .H nM_.Ii er . _. _...,_ _In Via Cl n,mR t Dared .,ina'aRAI E T ear Flush_ h .rtA y ivarci IR 20'