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28-074 (4) 263 SYLVESTER RD BP-2016-1155 GIS#: COMMaNWEALTH OF MASSACHUSETTS Map:Block: 28 -074 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 PANELS I UILDING PERMIT Permit# BP-2016-1155 Project# JS-2016-001999 Est. Cost: $23820.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VALLEY HOME IMPROVEMENT INC 077279 Lot Size(sq. ft.): 118657.44 Owner: MCCUTCHPON LISA HOHOL Zoning: Applicant: VALLEYS HOME IMPROVEMENT INC AT. 263 SYLVESTER RD Applicant Address: Phone: Insurance: P O BOX 60627 (443) 584-7522 Workers Compensation FLORENCEMA01062 ISSUED ON.•4/21/2g16 0:00:00 TO PERFORM THE FOLLOWING WOR-K.-CONSTRUCT ROOF MOUNTED SOLAR ON SHED ROOF POST THIS CARD SO IT IS VISIBLE FROM THU 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 4/21/2016 0:00:00 $75.00 212 Main Street,Phone(413)1587-1240,Fax: (413)587-1272 Louis Hasbrouck—$uilding Commissioner File# BP-2016-1155 APPLICANT/CONTACT PERSON VALLEY HOME IMPR VEMENT INC ADDRESS/PHONE P O BOX 60627 FLORENCE0106: ( 13)584-7522 PROPERTY LOCATION 263 SYLVESTER RD MAP 28 PARCEL 074 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT ROOF MOUNTED SOLAR ON SHED ROOF New Construction Non Structural interior renovations Addition to Existing AccessoU Structure Building Plans Included: Owner/Statement or License 077279 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORN JATION PRESENTED: proved 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 Delay Sig re of Buildingficial 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. Depart ent use only ' ' --- City of Northampton Status of Permit: f_ w;_ Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability, orthampton, MA 01060 Two Sets of Structural Plans 113-587-1240 Fax 413-587-1272 Plot/Site Plans DEPUGF bUIL NG MWMWI IIINGsP so Other Specify 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 O( Map Lot Unit Zone _Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: eexO�NOZ Name(P int) Current Mailing-Address: LL -- 58`1 'AS - _ Telephone Signat re 2.2 Authorized Agent: �_� Pa) Ai (pn(oa] lCyexxrr loZ Njarrmntt� l� ",i Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by 2ermit applicant : 1. Building e zo (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number r This Section F rj Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Complete . Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: _ L:' R: Rear Building Height Bldg. Square Footage Open Space Footage /o (Lot area minus bldg&paved parking) #of Parking Spaces Fill: �� r volume&Location A. Has a Special Permit/Variance/Finding ver issued for/on the site? NO V DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Regispy of Deeds? NO 0 DONT KNOW YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO -DONT KNOW 0 YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtainod Q , Date Issued: C. Do any signs exist on the property? YES t NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q 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 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all auilicable) New House ❑ Addition Replacement Windows ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs '[0] Decks [L-7 Siding[0] Other[ Brief Description of Proposed Work: �-0 i p V 11A.o& ©' ct L y q Alteration of existing bedroom Yes No Adding new bedroom Yes No Attachoj-Narrgtive Renovating unfinished basement Yes No C��ans Attached II -Sheet 6a. 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 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. Majsscheck 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 COI$TRACTORAOLIES FOR BUILDING PERMIT 0 -CAlatl as Owner of the subject property \(n — hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 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. Print Name — __ 9/zA/v Signature of Owner/Ag Dat SECTION S-CCt.Sb RUC NON SERV'aCES 1 5.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:__`,��� � License Number r ca Address Expiration Date Signat re Telephone 9.Recistered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone C 'S,ll SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(Q) 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....... No...... ❑ 11. Dome Owner Exemption The current exemption for"homeowners"was extended to include Gwnee--oeeet*led eDwe'!Ungs of one(1) or two(2)families and to allow such homeowner to engage an individual for lure who does not possess a license,Rrovided that the owner acts as supervisor.CMR 780, Sixth Edition Section 109�5 l Detanidon of Homeowner:Pei-son(s)who own a parcel of land on which he/sire 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 merse n whe constructs more t>h2n one holt a in a tiro-year-tperiod shall not he eoaasidered a homeoyraer. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be resoonsi?bie for all such work performed carder the iin4l�tiQ* ng 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. .Aj3o be advised that with reference to Chapter 152 ff crlQers' 1—Gcm vpennsa ion) ar_1 ChapOtor 153 fL,abl.L=ty ol'Employers tc Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,yogy iiray be iha'ble 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,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Sigaaature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of IVIGL 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 111, S 150A. Address of the work: a(p3 alyea:kcy The debris will be transported by: 4 -.qDMk 7Tn Q The debris will be received by: Building permit number: Name of Permit Applicant v (fie t Date Signature of Kermit Applicant . The Commonwealth of Massachusetts Department of I#dustrial Accidents 2 - Office of lisvestigations I Congress Sa reet, Suite 100 Boston, M,4 02114-2017 www maJss.govldia Workers' Compensation Insurance Affidavit': Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: F' 6Ce4IQ C_ UOo2-- Phone #: `-1 l'J—504 l 99(A Are you an employer? Check the appropriate box: Type of project(required): 1.K I am a employer with -5 _ 4• ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: 9. E] Building addition required,] 5. ❑ We are a corporation and its 10.El Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs `` insurance required.] t c. 152, §1(4),and we have no 13.�Other �D - employees. [No workers' comp. insurlance required.] *Any applicant that:checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their wor)ers'comp.policy number. I am an employer that is providing workers'compensation insratrance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: 'Mr)OO b(07 55 Expiration Date: 0\\ \� Job Site Address: City/State/Zip:_ L0 e_Y-(.0 �1' 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 MOL 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 verific ion. I do hereby certify unde t e pains and enalties o p j thaIt the information provided above is true and correct Signature: Date: o71c�cd.�I(o Phone#: 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.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SITE PLAN National Grid Customer: N Dave McCutcheon 263 Sylvester Rd. Pole 23 Florence, MA 01062 w � i ■ �s 'Creno A�j Panels & power optimizers on barn roof to be built March 2016 PV Modules: LG 310N1C4 2. External wall of barn Power optimizers: 20 SolarEdge P320s SolarEdge inverter with built-in DC/AC disconnect switch, Inverter:SolarEdge 6kW central inverter 3. External wall of home AC shut-off switch utilitymeter TOTAL: 20 PV modules c 4. Internal wall of basement: TOTAL: 6.2 kW DC system Vu o r Revenue grade meter, Main electrical panel 340 Riverside Drive, Northampton, MA 01062 www.valleysolar.solar 413.584.8844 j z w ; s. i4o 17 r r y Te I • � � � 1 � • • 1 • 1 • • • a I • I • • I I J tt 2%:5 F-, s - _ , 2a"s'-073 - - 8-1 �r Fjq ,(-f45 166 K T5 - Zoning . 14 8 1 t ) a 48 28 -074 � 4 _ 3 -012 174.69 20 module roof array .7r' 16 t= fi �3 ,' , , sr 19r.., 4* 4;1 5i t McCutcheon — parcel #28-074-001 263 Sylvester Rd., Florence, MA 01062 ?,A-d' 340 Riverside Drive, Northampton, MA 01062 www.val3eyrsolar.solar 413.584.8844 i I 1 1 SYLWSTER 4 (� LA i ,r I I Cf cP SYA TER Sy 249 WESTER AIA- Job Truss Truss Type JQty Ply Lou Montgomery 16022942B DP01 DUAL PITCH 8 1 Job Reference(optional) Universal Forest Products Run:7.640 s NX10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Mar 1410:38:09 2016 Page 1 ID:byG2BmDPVPy_Xt nhjGMmp?zhMiaeBNXz_SE8zbJTYXmUxOGlv08MK_6Pf6GE.1tSsNzb34 -4-0-6 5-6-7 10-8-0 16-0-0 7-0- 4-0-6 5-6-7 5-1-9 5-4-0 1-0-0 6x6 Scale=1:56. 8.00 F12 6 it ra 1.5x3 15.55 1 rn 2,19 4 12 1 3 7 fo T 3x8= 9 10 46= 0-,7 2 3x4_ X.1 #/- 2# 1735#/-6# 1619#/-52# 0 3-0-0 �� Plate Offsets X Y-- [7:0-6-0,0-0-121 LOADING(psf) SPACING- 2-8-0 CSL DEFL in floc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.32 3-9 >589 240 MT20 197/144 (Roof Snow=4 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.81 3-9 >233 180 TCLL 155.0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2009/TP12007 (Matrix) Wind(LL) 0.01 9 >999 360 Weight:88 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD 2-0-0 oc purlins(3-3-12 max.) BOT CHORD 2x4 DF 2850F 2.3E (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=1735/0-3-8,7=1619/0-3-8,2=378/0-3-8 Max Horz3=287(LC 7) Max Uplift3=-6(LC 8),7=-52(LC 9),2=102(LC 8) Max Grav 3=1735(LC 1),7=1619(LC 1),2=442(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/165,2-3=-105/165,3-4=-1823/285,4-5=-1140/198,5-11=-900/20$,6-11=-880/217,6-12=-1235/128,7-12=-1559/96,7-8=0/196 BOT CHORD 3-9=-113/1313,9-10=0/72117-10=0/721 WEBS 6-9=-32/823,4-9=-734/302 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.Il;Exp B;encloged;MW FRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=l.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times,flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 Ib uplift at joint 3,52 Ib uplift at joint 7 and 102 Ib uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint($)2. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlirh along the top and/or bottom chord. LOAD CASE(S) Standard DATE03/14/16 PAGE 1 REQ.QUOTE DATE / ORDER# ORDER DATE / QUOTE# 16022942B DELIVERY DATE / CUSTOMER ACCT# LMCWRKMI A DATE OF INVOICE / CUSTOMER PO# ORDERED BY A idy Clogston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT V lerie Faille SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/ R.K.Miles-Hatfield JOB NAME:Lou Montgomery LOT# SUBDIV: S OL 24 West St MODEL: TAG: JOB CATEGORY:Residential D T Hatfield,MA 01038 DELIVERY INSTRUCTIONS: D (413)247-8300 SLou Montgomery H SPECIAL INSTRUCTIONS: P T Northampton,MA BY DATE BUILDING DEPARTMENT1 OVERHANG INF HEEL HEIGHT 00-09-00 1 REQ.LAYOUTS REQ.ENGINEERING QUOTE 1BRT 03/10/16 Roof Trusses END CUT RETURN NONE LAYOUT / / PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 1 CUTTING BRT 03/10/16 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. INFORMATION 40.0,15.0,0.0,10.0 1,15 ROOF TRUSS SPACING:32.0 IN.O.C.(TYP.) PROFILE OTY PITCH TYPE BASE O/A LUMBER O i VERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT PRICE PRICE �t DUAL PITCH 8 8.00 0.00 DP01 16-00-00 16-00-00 2 X 6_2_X 4 04-0 -06 01-00-00 GABLE 2 8.00 0.00 DP01 GE 16-00-00 16-00-00 2 X 6 01-00-00 ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: I i BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote is based on current design values at the time of quote(lumber,',EWP,hardware,etc). Should any of these values change prior to completion of this project,'', UFP Belchertown,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 15 DAYS, AFTER 15 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge. JoeTruss_ - rtissryPe Qty Ply Lou Montgomery 9 rY I16022942J DP01 DUAL PITCH g 1 Job - - ID:tiyG2BmDPVOPe-0 1 nhjGMrci?zhMNa-IiVb 6�Og70tQLkDVBWgggmNNfW61 NKOa08Nez�cybMhOza p17, uionall niversal Forest Products -4-0-6 5-6-7 17-0-0 4-0-6 5-6-7 5-1-9 5-4-0 1-0-0 6x6 Scale=1:51.31 8.00 12 j I s 4x8 T2 5 'o 1.5x3 sir 1h`c 15.55 12 tiA19 4 W2 T3:; 12 T1 ',. W1. 3 B1 C7 J. 8 o� 3x8 (1 10 46 o 2 30-- �1 30-0 16-0-0 Plate Offsets(X,Y}- (7:0_",0-0-12) 16 0-0 - -. LOADING(psf) SPACING- 2-8-0 - CSL DEFL In lot I/defl L/d PLATES GRIP TCLI. 40.0 Plate Gfi DOL 1.15 TC 0.96 Vert LL -0.32 (3-9 >589 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.81 3-9 >233 180 5.0 BCDLL 10 0 " Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 7 n/a n/a T Code IRC2009/ PI2007 (Matrix)BCOL 10.0 ) , Wind(ILL) 0.01 9 >999 363 Weight:88 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD 2-0-0 oc pudins(3-3-12 max.) BOT CHORD 2x4 DF 285OF 2.3E (Switched from sheeted:Spacing>2-0-0). WEBS 20 SPF No,2 1307 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=1735/0-3-8 (min.0-2-12),7=1619/0-3-8 (min.0-2-9).2=378/0-3-8 (min.01-8) Max Horz3=287(LC 7) Max Uplift3=-6(LC 8),7=-52(LC 9),2=-102(LC 8) Max Grav3=17'35(1-C 1),7=1619(LC 1),2=442(LC 12) FORCES, (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1823/285,4.5=-1140/198,5-11=-900/203,6-11=-880/217,6-12=-1235/128,7-12*-1559/96 BOT CHORD 3-9=-113/1313.9-10--0/721,7-10=0/721 WEBS 6-9=-32/823,4-9=-734/302 � I NOTES- 1)Wind:ASCE 7-05;100mph TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B,;enclosed;MWFRS now-rise)and C-C Exterior(2)zone;cantilever left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 platen grip DOL=1.33 2)TOLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 PSI or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recIangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uPIA at joint(s)3,7 except(jt=1b)2=102. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.i and R802.10.2 and referenced standard ANCIlrPI 1. 10)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and desi n of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top Ondlor bottom chord. LOAD CASE(S) Standard ... 1h vuss i.to M fabncated per ANSIlrPI yualily � rcmenrs.Plmes.hall he n( and lypc shown and«7nercd ar join[s onl. nth rs•ise nt{tYl.lh-x design n tw�.d ufgn parameters shown,and r tnr.in indieidtutl Mlildmg mmpmmt to be lnswlled.11td Iwdcd,mrt tally Applicability of deign pmamaers and proper ince poratim of compmmr is rlspmsibl ity of the auilding DesignerBuildmg Designu shall venfy all design informetfm m this shat for emformance,nth conditi-and requirenxnts of the spaiGe building and governing codes and ordintmed.Buildiryf;Designer accepts responsibility for the correctness or accuracy of the design pernta rant as it may relate ro a speri8c Trip ng.Safety atim is valid mly whm wsa is Ca�icated by a UFP company.Bracing s�tuwn in for lti�rraf support of truss lnemben mly anal does not replace ueaim andLim I permanent Mxing.Refer to Building Compment Safety Informmim(BCSI)far genual guidance regrading storage,delivery,erectim and bracil�g available N.SRCA and Dass Plate Inmitate. KZY Job Truss Truss TypeQty Ply Lou Montgomery 160229428 DP01GE GABLE 2 1 Job Reference(optional) Universal Forest Products Run:7.640$ W 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Mar 1410:38:09 2016 Page 1 ID:byG2BmDPVPy_Xt nhjGMmp?zhMiaeBNXz_SE8zbJTYXmUxOGIv0,1HK7cPjcGEJtSsNzb34 V0-6 16-0-0 7-0- -6 10- 0 5 4-0 1-0-0 6x6 Scale=1:56. 8.00 r 12 8 7 2x4 11 6 t0 15.55 12 oi 2,196 5 '.'... 21E13 175 2x4 11 11 1 3 12 3x4= 3x4 -0 2 20 19 18 17 16 15 14 X11 16-0-0 0 300 Plate Offsets X Y-- 12:0-2-12 0-1-8 16-0-0 LOADTCLL (psf40 0 SPACING- 2-8-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 3-20 >999 240 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 3-20 >999 180 BCLL0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 14 .- 360 Weight:101lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.) BOT CHORD 2x4 SPF No.2 (Switched from sheeted:Spacing>2-0-0). OTHERS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=525/16-0-0,12=374/16-0-0,16=205/16-0-0,17=385/16-0-0,18=346/16-0-0,19=336/16-0-0,20=381/16-0-0,15=374/16-0-0,14=252/16-0-0, 2=423/0-3-8 Max Horz 3=287(LC 7) Max Upliftl2=-58(LC 7),17=49(LC 8),18=53(LC 8),19=-46(LC 8),20=-66(LC 8),15=-1 41(LC 9),14=-109(LC 9),2=-1 17(LC 8) Max Grav3=525(LC 1),12=407(LC 12),16=209(LC 3),17=424(LC 2),18�=346(LC 1),19=336(LC 1),20=381(LC 2),15=563(LC 3),14=311(LC 3),2=460(LC 12) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/165,2-3=-131/147,3-4=-220/118,4-5=-155/117,5-6=-134/113,6+7=-133/129,7-8=-55/137,8-9=168/210,9-10=-291/243,10-21=-84/57,11-21=232/38, 11-12=-206/88,12-13=0/183 BOT CHORD 3-20=-23/240,19-20=-23/240,18-19=-23/240,17-18=-23/240,16-17=-2�/240,15-16=-23/245,14-15=-22/243,12-14=-21/240 WEBS 9-16=-232/0,8-17=-371/109,6-18=-291/123,5-19=-289/106,4-20=-3101144,10-15=-509/254,11-14=-260/206 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces R MWFRS for reactions shown;Lumber DOL=1.60 plate grip D =1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wiAd(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=11.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 timesi flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.50 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 Ib uplift at joint 12,49 Ib uplift at joint 17, 53 Ib uplift at joint 18,46 Ib uplift at joint 19,66 Ib uplift at joint 20,141 Ib uplift at joint 15,109 Ib uplift at joint 14 and 117 Ib uplift at joint 2. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlih along the top and/or bottom chord. LOAD CASE(S) Standard Single Pholse Inverters for North America s o a r..Ma SI:300OA-US SE3800A-US SI:5000A-LIS SE.6000A-US S17600A-US SEIOOOoA-Lis S111400A-US OUTPUT N"Imina"!AC Pow,-f D 3800, 6(100 7 60 C -1 r) I I 40C I VA l00 0(b Vla� 2�CPower 3300 11`J r,Y., 3 El 08V 5450 1C 5o 1,10V A� )Wput vohag,fvl:fl,Nkorrrl. -Z08 2,r9 "-,rc Atm-ft Volta e Mm.-Nom NIIjx. 1 4;) .'1,1 j-, t—luen�.v'Mm-No7n Max, )with HI cour,,try setting 57-W) 0, z 24 20TJ -52 1 208", M,< Cc;n r)u t p�J"Cur r 16 -12('i�240V 47 Jodi"y sia�ld,njq 1'r Country, -onfigprak Y e t. I N r,,uT C P, ,"ger(SFC; 1050 5.1,00 6750 81D0 102r.) 13573 15350 TP _t�rf1Y1F( ,Ung munclocl Ye, 100 Vdf ino..O :325 @0 208V/35CI 240" V6., 2 3 �Ic v '0 4S 600k Srn-,1�v v 9,',3 98 G- FftiJen—, 7 24�)v 97 9 5 240V DT5 1 ; r 2 E <4 "V i ADDI T IONAL FEATURES 4F P,S232,[,thcmet^T&,Bee(optional) R Grilltj,AN'Si C12. oponai: Rapti NE( 2-011,,D90.1 enabltRd when Solarl,dc^ Osutdot%n 0 is STANDARD COMPLIANCE L 41,ULD-9133,UL99,3C'SA 22 nd, E E F i 54 7 rr,1,.S:ons a I INSTALLATION SPECIFICA'TIONS Ajtjpul condz Ot size C, 3/4"rr.nirou n J 8 3 AWG it 3,14, 2 3/4'' 1-2 s$,ings 1.6-6 AVVC, 14 AVv", gs )Ir ensicjrls vjith Safe"y S�,,)t,I 'f" 1 x It, in x I I 75 x 3-1 2 0 x S' itch ��1-2 11 23.2 ci4,/ 24.7 884,14je I Nalur,)I cc)nve(:ti,,.,n and,irtem'd fjos replaceabk- *a!r(,: e� p o3 5 d,BA I o 1.-IM I ;.'S tc mill -10 to+.60 version av,,d,iblec N E M A P A higher "'y h"li i,tli` "01 9rade 7),e!I P/N.St.,%xA n,DNNR,;(7, ROW nv,ter d76QUA H-d sh-tc--k,t P,,N,SE1000-!.SD-S! 40—s—P/N:SL,—A USOOONNIL,-ff.r;,')('Dvv irE,te,,:SE7fU0A-USD02NNU4I ar SolarEdge Power Optimizer Module Add-On for North America P P400 P300 P320 P400 P405 (for 60-cell modules) (fur I ioi-power (for 72.&96-cell (for thin film 60-cetyl rnodules) modules) nodules) INPUT Rated Input DC'Power", 300 0 400 4 ',A! Ab o> rte Maxinnum I r1put 1,toltage 225 Vd,, (voc_,t iizt�A,,e�t hernperature) 18 84NAPPOmetating Rzt.ngc 48 8 -80 12 ":�.05 WIC Short Circuit Current(Isc) 10 1 i Adc MaYlf"XiM DC hIpLit Current I 2.S 75 12 Adc, 103xirnum Effic"tricy 9 Wghted Efficiency IS 6 ""ver'J."fliage Category li ouTpu'r DURING OPERATION(POWER OPTIMIZER CONNECTED T�C,OPERATING SOLAREDGE INVERTER) f',laxicrium Output Cur��:'nt 15 Adc M,Xirr7irai CklJ,Wt WtaZi(, OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED ROM SOLAREDGE,INVERTER OR SOLAREDGE: INVERTER OFF) Safy Cju,put Vo.1ral-'e per Co:m)izer W'. STANDARD COMPLIANCE F M C f:C'C Fart 11 Class B,IEC61000.5-21,lEC61C,0,,0,6 Sar:-?Y lF.00109-1(class I!safeiv). 111.17411 Rot l'- i"e S INSTALLATION SPECIFICATIONS Maxirnwn A!',,,ved System itigq 1000 Vd C c t n p a tj b I e�n v A I SolarEd,go Single Phase anc Thret,Phcise.invert, -j1.5 12R x 1.1)2 x 27.5 12��x 1.52 x 35 2 2x48 (W ,L x Hit ", ��7x1,09 11 x 5.97 x1.37 "'D ,,S 9 'L I i+4 in Welgmt�;n dud�np,cab',,$) ) 930/2.0' fB0 2.05 gr I/;b, IFh+ I- , i . Input Connectul,-- MC4 Compatible Otrput)Nir­11pe/(_­,,t'c.ctor Doo,ble InSLilated; Coin pati bie O ,it Lngth 10 in ft 0 r P,,�l t-irig Temoi2ratutre R,, -40_ S5/-40 1-185 trct­ke n Rat,,rig IP68/NEMA6F1 0 100 PV SYSTEM DESIGN USING A SOLAREDGE INVERTER"' SINGLE PHASE THREE PHASE 208V I HREE PHASE 480V MWin"Ani String Lerliltl' !n 1S it er Oprirm:_ers) 25 25 Cptlmj._'�!­j maxiinurn rlciv,,,er pet ­1 ir,,g 525J ':1.0,0() W Parallel.Strings of Different, Leng'Ji,, Yes CH Orientation:, 10 EQUIPMENT SCHEDULE TAG DESCRIPTION 1 PART NUMBER NOTES 1 SOLAR PV MODULE G& /D Al I C_zl! o_ o x 6 vl ti j s 2 PV ARRAY _ _Crbn4-r ,t �� si,-, s v� tp � aavS E. itC'r-� 13 J-BOX(IF USED) I r 4COMBINER(IF USED) dlf j S DC DISCONNECT �L ' , UTILITY DC/AC INVERTER iy v �jo 1Ar e G( t T AI t rk SERVICE 7 I,GEN METER(IF USED) I L I O I� V 5�ja s AC DISCONNECT(IF USED} t �f V f r + r �✓1r� ei v s 9 ; nn l SERVICE PANEL (SEE NOTE 5 FOR NVERTEEROCOC Da ALSO SEE GUIDE SECTION 9) _ i /o MODULES IN \ \ 1 SERIES SOURCE-CIRCUIT• ��� 1 MAIN) • \ COMBINER �� INVERTER OCP J-SOX / MODULES IN ; DC DISCO AC.DISCO SERIES SOURCE-CIRCUIT• ( , - - - _ — - --moi _��_ �_'LT_ e•_ •I ' INVERTER ' _ _ M _ _____ ____..__ OCP I n/ -4 MODULES IN • I ` __ l? 5E IRESSOURCE-CIRCUiT� `, _.._ _____• • 1 �� + MAIN ARIAU PANEL. i MODULES IN • • 1, , i BUILDING S IES SOURCE-CIRCUIT __r ; i 1 Disregard if l GROUNDING FOR UNUSED SERIES STRINGS 1 provided With ELECTRODE i PUT"NIA'in BLANK ABOVE Inverter / 4 SEE GUIDE APPENDIX C FOR INFORMATION ON MODULE AND ARRAY GROUNDING i i CONDUIT AND CONDUCTOR SCHEDULE TAG `DESCRIPTION OR CONDUCTOR TYPE COND, I NUMBER OF CONDUIT I CONDUIT E GAUGE CONDUCTORS , TYPE ; SIZE Coma«erName. One-Line Standard Electrical Diagram for Address and Phone: , I j USE-z p or PV WIRE p N/A NIA alley Solar Small-Scale, Single-Phase PV Systems I BARE COPPER EO.GRD.COND.(EGC) _ N/A ' NIA ' 340 Iversl arTv i2 THVVN-2 p or XHHW-2 p or RHW-2 p 4 l Site Name: �l 3 THWN-2 p or XHHW-2 p or RHW-2 p : Hort amptan, A 062 ,� 1 1 i Site Address;a-� �c s '�.-- ., )C/be 584-8$44 � 5�1 d /a�c,.� i INSULATED EGC j System AC Size: I Sift FOREV 4 �DC GROUNDING ELECTRODE COND. SC'M NO WG No � � � � Urawn uv: & 4�E db1/ ELI I S THWN-2 p or XHHW-2 p or RHW-2 p I I INSULATED EGC ' c1a ckcd ai War NTS Date: ...E .2/'x seEFr Pg. 4 of 6 340 Riverside Drive, Northampton, MA 01062 �^ 'r "-8844 Fax: 413-5185-0820 L ° ' ar.solar www.valleylsolar.solar Client Names David McCutcheon Address 263 Sylvester Rd., Florence, MA 01062 Home Phone 413-563-2315 Cell Phone Email djmccutcheon@comca$t.net PV Arra Panels Quantity: 20 Make: LO Color: Black W: 310 Degredation: .6% Inverters SolarEdge SE6000A-US,:with 20x SE P320 Power Optimizers Monitoring System SolarEdge System Capacity 6.2 kW DC Estimated Annual 7,866 kWh AC Production Production Meter TBD Roof Mount Location(s) Newly constructed barn Racking System SNR 100 Shading @ +/- 10% Orientation 1800 Slope 34° Ground Mount Location Manufacturer Foundation Shading Orientation Slope Distance to Panel The Estimated Annual Production is derived from NR',EL's PVWatts modeling tool.The results are based on site specific calculations such as Pathfinder shade',report, array orientation and pitch, and geographic location.The actual annual production will vary from]year to year depending on a variety of factors including but not limited to changes to shading and weather. Usage estimates are based on the utility bill you provided. Based on those estimates the proposed system is estimated to produce 100%of your annual usage. Initials: Date: (_;f«'s t�or3r1 LG I i LG NeON2 LCD's new module,LG NeON�''2,adopts Cello tet hnolocly. Gallo technology replaces 3 bosbars with 12 thin wires I P, A PEI to enhance posler output and reli ability.t G NeONT'�2 V ITO, �� (���� demon gates LG's efforts to ince ,aae cu .tomer;values D E vvv L beyond&N_ency.It features elahanced warranty,durability, Intertek ___ performance under real environment,and aesthetic design suitable for roofs. Enhanced Performance Warranty High Power Output LG NeON"2 has an enhanced performance warranty Comp areal with previous models,the LG NeONIII 2 The annual degradation has fallen from-0 7%/yr to has been designed to signific antly t r ham e its out:p,at -0t)%/Yr E pa=n after 25 years,the cell;uara it ar, L d%p efficiency,thereby ni,fl,ing it efficient ever,in limited space. more_,utput than the previous LG NeON"'rnodules. Aesthetic Roof Outstanding Durability RR �/RR ILJ 2 has b-yen designed with aesthetics in mind, With its,newly reinforced frame design,LG has extended thinner wir-s that appear all black at a distance, the warranty of the LG NeONT'2 for an additional The product may help ncrease the value of 2 years.Additiona'ly,LG NeONT"2 can endure a front a property with its modern design, load up to 6000 Pa,and a ear Load up to 5400 Pa_ Butter Performance on a Sunny Day Double-Sided Celt Structure LG NPON"2 nous-performs better on sunray days thanks t The rear of the cep used in LG NeON "2 v;tl contribute to to Its nIpwed temperature c oefficiency generation,just like the front;the liaht beam reflei.ted from the rear of the module i,_reabsorbed to generate a great unount of additional power. About LG Electronics 1.G F t ronws 5 a q u I t iif r r. i t mm� p n hr ,caput�t d futu re 3, a tl,eng,ne We ert har k(,j on a ar=nervy our( ­ «h pr iaan 1 4PS r>7 ted I),,L C of u, i c h ;c1, 3%i U an 1 n,at na,Irdu4rb'e=, i_re sr('liy (ea. d t h o 1) th a Frt In 7_C)10 1 ,.i;tr 4 ',w, ,n[h_t q'_,t ir,.[he rea ..I'1013 UG fJ. ,. y Fn,ron as Mono R"NeONJ)✓aur inter d i v ❑rd, hich prop. I, ,., , ant,[:n in rt I 3a,ry. w LG N eON2 MGM Mechanical Properties Electrical Properties(STC*) Cells 5 x i-;�_..___�-a�._a_,___-_ Module Type 310 W Cell Vendor MPP Voltage(Vmpp) 329 Celt Type ,,y,takin,,1 N-Lupe MPP Current(Impp) 9 4 Ceti Dimensions _ 156,75 a_ r ')mr^/5 aches Open Circuit Voltage(Uoc) 409 --of Busbar 2(MuiLl W ,,BJshar) Short Circuit Current(Isc) 9 96 Dimensions(L x W x H) 6,.J n 'I',,),,),'=r9 mnr Module Efficiency(%) i89 64.57 x';9 i ,I �' nr h Operating Temperature(*C) ....10-.90 Front Load �.-)0 Pa i-25 pef 0 Maximum System Voltage(V) -r,p0 Rear Load 5400 ill! ,11 r::r Maximum Series Fuse Rating(A) Weight /C t 0 5 K.r '37.1, r ,hs Power Tolerance(%) 3 Connector Type M 4,MC4 �t,l.i"rr;7 Junction Box IPC,,with 3 Bypass L ':, •�'"'r ,... .. Length of Cables li� , eC0 r- /z x 39 l7.nLh Glass. H yh irdn4r "in 7,npe,,J J!as Frame Ar�nd¢n-d AlunlnUn- ',. Electrical Properties(NOCT") _ �-- Certifications and Warranty Module Type 310 W Maximum Power(Pmax) 225 Certifications Z15 IEC 51730-1 r-2 MPP Voltage(VmPp) 30 0 IFC 5211 b A n,a'esL) MPP Current(Impp) ZS4 51 7C.1(Salt Mist(ol r _,on Open Circuit Voktage(Voc) /4 I so ).i!)1 Short Circuit Current(Isc) 303 x'703 Module Fire Performance(USA) iy 7{ 75-1 Fire Rating(for CANADA) c I s i ((;L URD;I-1 ri3) Dimensions(mm/in) Product Warranty 12yc=,irc Output Warranty of Pmax n t Za Temperature Characteristics i PmpP Voc 0 Zb%Tr . ti... Isc JA31 ;^r Characteristic Curves - -- < I I I c 1 I I �Li �G Nnrtt .r ota ran i �.u� i ..,rW.ecl vrc,a vi f w.ro�ic° I r ro c u A Inc L N'-6U- L4 Ef,11042-, F,1Lrmw,CYf r`rr �r hY r'1 S 1 [ c,-v[ t-!h?S rese ved. Innmavori for a Better Life a:a IRONRIDGE Flush Mount System x 5.^ 3 IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance Online software makes it simple to rating of the existing roof. create, share, and price projects. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. XR10 Rail XR100 Rail XR1000 Rail Internal Splices A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear& black anod. finish • Clear& black anod. finish • Clear anodized finish • Grounding Straps offered FlashFoot Slotted L-Feet Standoffs k Anchor, flash, and mount with Drop-in design for rapid rail Raise flush mount system to various all-in-one attachments. attachment. heights. • Ships with all hardware • High-friction serrated face • Works with vent flashing • IBC & IRC compliant • Heavy-duty profile shape • Ships assembled • Certified with XR Rails • Clear& black anod. finish • 4"and 7" Lengths End Clamps Grounding Mid Clamps T Balt Grounding Lugs Accessories Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. • Bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates drilling • Snap-in End Caps • Optional Under Clamps • Mill &black stainless • Swivels in any direction • UV-stabilized polymer - Design Assistant NABCEP Certified Training Go from rough layout to fully Earn free continuing education credits, engineered system. For free, while learning more about our systems. Snap rack- Solar Mounting Solutions Series 100 Metal Roof Base T 4,e & . I. "I z - e mountinq base If- r ill , of,-I["�B) prclsvii,.v, �'Y)iT)C",t') t,u 6,-1 t e d", rT'I xtb=l< <(,- 0f P r a If 1 0 S v V i� -i a f I a t mirl,u n t n,g s, rfn c c,.' i h 21) a i r WS I h r d z-j, sealing, 't p,t h integ -4 i p a t j b 1 J, W C"", rit>11Y has S/ 6" S,,, 'J ,h i s t i ng -i c f-, s,.i o r T 1 M R 61 ca! f Over t 11 e r v i ceIf i,ri A N VS Y. aE 242-02036 242-02037 Features Include UV L Single Tool Preassembled Integrated bonding UL 2703 Certified Installation hardware Resources snapnrack.com/resources Design snapnrack-com i/configurator Where to Buy snapnrack.com/where-to-buy Snap rack- Solar Mounting Solutions Metal Roof Base Assembly Metal Roof Base Dimensions 1-3/8"CAP � z 1-5/8"BASE CAP 5/16-18 X 5/8"STUD 67% 1/4"SELF DRILLING FASTNER (METAL STRUCTURE)OR 5/16"LAG(WOOD STRUCTURE) t 00"INSTAI I FD HEIGHT CLEARANCE / 1 IULL I OR LA6 OR ILK ARLW BASE Self-Drilling screw Or lag is not provided with assembly METAL ROOF BASE TECHNICAL . , • 6000 Series aluminum Materials - EPDM rubber seals • Stainless steel stO Material Finish Silver anodization Design Uplift Load 3401b Torque Specification Flange nut: 10-16 ft Ilbs 877-732-2860 www.snapnrack.com contact(!-�snapnrack.com EXPOSED FASTENER PANELS FABRAC GRANDRIB S Grandrib 3 is the "benchmark of the industry" and can be used for walls and roofs. This unique and versatile panel is available in a variety of popular colors. The panels have clean traditional lines, and are manufactured from the best structural steel available. PROJECT COMPONENT CHECKLIST k k r. SYSTEM COMPONENTS e . Underly ment r ✓ Y r i.# ✓ Fasteners z � 7 Flashing and Trim x ✓ Venting and Closures ✓ Soffits ✓ Snow Retention ACCESSORIES Cupolas .,/ Door and Door Tracks Pipe Boots � y Sz ' azaw. Grandrib 3 in Antique Bronze and Hickory Moss shown with a',cupola. FABRALCOM Grandrib 3 with Evergreen roof complete with gutter system, V� � t t ?� awz' ' 7 PANEL SPECS ��, SYSTEM COMPONENTS • Minimum pitch recommended 2/2:12 • 36" coverage with 3/4" rib height FLASHING AND TRIM .................. 17 • UL 790 Class A Fire Resistance Rating SOFFIT........................................ 17 • UL 2218 Class 4 Hail Impact Resistance • UL 580 Class 90 Uplift Test Rating UNDERLAYMENT......................... 17 • High performance Enduracote paint system g p Energy approved standard VENTING AND CLOSURES............ 19 features an Ener Star a color offering, 10 layers SEALANT..................................... 19 • Custom cut to lengths up to 40' FASTENERS................................. 19 • Anti-siphon sidelap design • Excellent wind uplift and snow load ratings COLOR OFFERING ....................... 21 SUBSTRATES WARRANTY INFORMATION........... 28 • 29 gauge structural quality full-hard steel • G60 galvanized or AZ50 galvalume* • 26 gauge high strength galvalume steel • .016" aluminum 37:3;4"Formed Width — 36"Coverage 14 -T - - r ms pian is the propnerary worn prouuct or valley norrre improvement,lnc.(vnr).it is oenverea ror me nrnneu ana extrusivepurpose of supporting tire contract alit or vnr,ano customer agrees mar me eternerns or tnrs plan snail nor oe repuonsneo or presenreo in any form for the purpose of enabling or supporting the work of competing project contractors without the permission of,and compensation paid to,VHl. I I i I i i I I t I -- --- --- ,...p ------ I { I I o e 7 _ t � / C \�\ \ \\� \P—4r, s a ��.��I� D [7 � O Valley Solar Inc263SYLVESTERRd SCALE:SEE VIEW SHEET NUMBER FLORENCE,01062 ' SOLAR LAYOUT DATE:7$0.15 340 Riverside Drive, PO Box 60621, Northampton, MA 01062 Office Phone 413.584.1522 Fax 413.585.0820 McCUTCHE01 PLAN DRAWN BY:S.G. Find us on the web at: u�uw.Valle Homelm rovement.com R sp