Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
18C-093 (9)
28 GLEASON RD BP-2017-0213 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: I sC-093 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGIS I FRED CONTRACTORS Permit Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2017-0213 Project# JS-2017-000363 Est.Cost:$31500.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: MICHAEL D HEBERT 086870 Lot Size(sa.ft.): 21126.60 Owner: LESLEY DANIEL&NAOMI Zoning:URB(I00V Applicant: MICHAEL D HEBERT AT: 28 GLEASON RD Applicant Address: Phone: Insurance: 177 NORTH WEST RD (508) 736-6638 SpencerMA01562 ISSUED ON:&/1812(116 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 6.16KW SOLAR ARRAY 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 t# 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 8/18/2016 0:00:00 $75.00 212 Main Street,Phone(413)5821240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File it BP-2017-0213 APPLICANT/CONTACT PERSON MICHAEL D HEBERT ADDRESS/PHONE 177 NORTH WEST RD Spencer01562(508)736-6638 PROPERTY LOCATION 28 GLEASON RD MAP 18C PARCEL 093 001 ZONE URBO00V THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT / 1��7 Fee Paid /Pal 4/ (c Buildine Permit Filled out Fee paid TypeofConstruction: IN$TA�1 ,ROOF MOUNTED 6.16KW SOLAR ARRAY New, onstruction Non Structural interior renovations Addition to Existing Acce' o tructur• Building Plans Included: Owner/Statement or License 086870 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 1NPO ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Pennit DPW Storm Water Management Sig . re of Bui ring 0`tcial 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. RECEIVED e $ 2.J5'1/ The Commonwealth of Massachusetts ��s Boa.d of Building Regulations and Standards FOR ht vtasschusetts State Building Code,780 CMR MUNICIPALITY 04n ' R 1NSP�0��gya USE xo,7„ plg!AgdtNBr�rr Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2017 - Otte-or Two-Family Dwelling _.....� . This Section For Official Use Only Building Permit Number: Date Applied: Building Official(Print Name) Signature Daze SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 28 Gleason Rd. I.la Is this an accepted street?yes no Map Number Parcel Number 13 Zoning Information: 1.4 Properly Dimensions: Zoning District Proposed Use Lot Area(sq il) Frontage(ft) LS Building Setbacks(B) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1,7 Flood Zone Information: 1.8 Sewage Disposal System: Public C Privatefl Zone: OutsideFlood Zone? Municipal O On site disposal system 0 Check Check ifyes0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Danis: Northampton r4A,01Q6Q Name(Print) City,State,ZIP 28 Gleason Rd. 301401-1779 Dylesley@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Constmction❑ Existing Building 0 Owner-Occupied C Repairs(s) C Alteration(s) C Addition C Demolition C Accessory Bl.' 0 Number of Units Other Specify:,, Solan,,,, Brief Description of Proposed Work2: ... at... , _ el SO 41/4- 4 - SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $24,900 I. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $6800 0 Standard City/Town Application Fee C Total Pmject Cost;(Item 6)x multiplier - x - 3.Plumbing $ 2. Other Fees: $ _ — 4.Mechanical (HVAC) $ List, 5. 5.Mechanical (Fire $S a.ression) Total All s/ J ^� Check No. hxk Amour*7Cash Amount: 6.Total Project Cost: $31,500 C Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICE _ SI Construction Supervisor License(CSL) C& Q% 7� 5-13 ' m d\Ck \ 03c(( it License Number Expiration Date Name of CSL Holder List CSI,Type( h', w) U 177 WO\ No,and ,Sawn ' _ Type Description eAC",�. 1 C C) S(,J, U UnrestRestricted 11k2 Family Dwellip to ng cu.ft.) City own,State,ZIP M Mamaed 12 Family Dwolling mu _ RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances — _ $-7)6 C 653 gccl>c?-E aol .0 cog I Insulation Telephone Email address D Demolition 5.2 Registered Home rme Improvement Contractor(HIC) \ 35 6i t*f i'o . _....� RIC Registration Number Expiration Daze HIC Comtism,It Dania or HIC Regist an Name 1171001a vLehr' it, Aye 9(2 'mX6iOCA ,Ccry-) No m•a nccr r c olsc3.S:1a-73C -667 Email address 4.1 City/Town,State,ZIP Telephone _ SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L e.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes LT No 0 ~�� SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner ofdw subject r t property, eby authorize � _. 'an= able Energy k„i C to act on my behalf,i n matt;sir:tiv f• work aut sized by this building permit application. Daniel Lesle ...]rtAnMN Pint Owner's Nam TM'Ozonic Rtr. Date SECTION 7b:01', OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby y: under the pains and penalties of perjury that all of the information contained in this application is true at -, accurate to the best of my knowledge and understanding. tt�s�Lcl�axt r D( v_... ...... les /8" Hint Owner's or Au orized Agent's Nam 'ink Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will net have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at wary;mass.vovtoot Information on the Construction Supervisor License can be found at www.masagov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.fl.) _(including garage,finished basement/attics,decks or porch) Gross living area(sq.R) Habitable room count Number of fireplaces Number of bedrooms _ Number of bathrooms Number ofhalf/baths Type of heating system Number of decks'porches Type of cooling system Enclosed Open_ 3. "Total Project Square Footage"may be substituted for"Total Project Cost" A orcaloY CERTIFICATE OF LIABILITY INSURANCE DATE 1/2Dp015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUREDS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the trams and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CMNEACT Bma Pankey Kane Insurance PRONE FAX _ OM,Mol 242 State Street .tl0 e5Cma@kaneine,com INBUR£Rtsl nffORONiGCOYFXAGE MAc x__ Portsmouth NH 03801 _ _ amuses A Hain Street America Protection Ins 13026 INSURED 4URER a:Travelers Indemnity Co (AIR) BIG SKY RENENABLE ENERGY LW INSURER C: • 6 GREEN ST INSURER 0 ,...- WER BOORSETT NN 03106-2610 INSURER F COVERAGES CERTIFICATE NUMBERCL168113821 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. M9R a POLLIICY EFS I POLICY ERP _...�...._�...�.._ 1.TR TYPE OF INSURANCE 1E30 WED POLICY NUMBER MM0DIYYYYt tMM/00?YYn LIMITS X COMMERCIAL GENERAL WWLITY EACH OCCURRENCE S 1,000,000 A Exn SLIIa E0 CLAIM-MAIN X OCCURi PREMISESI pnc500,000 S MPIS7273 9/20/2014 9/20/2016 MCDEE Exp(Abu one cart_an) g 10,000 PERSONAL ASV INJURY IS 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 K�POLICY I TOT [LOC PRODUCTS.CCMPKIP AGO $ 2,000,000 III,:OTHER S AUTOMOBILE.LABILITY C0MsINED SINGLE{IMR g acaaPIE I]TAY AUTO 800E-Y INJURY TP®person) 5 I ALL OWN30 NE0 1 �WdumED BODILY INJtIRV(Per Rnnaen) $ HIREDAUTOSnuros NONCV 4ED PROPERTY DAMAGE ' S AUTOS .SCr MuEbtal S� UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS UAB C AIMSMC)E AGGREGATE I S DEO I RETENTIONS .` ^.... •- 5 WORKERS COMPENSATOR X ER OtS- ANOEMPLOYERS'tARIinY YIN _ STATUt I ER ANY PfOPRIETOR/PMTNERFEXECD RUE EL EACH ACCIDENT S 100,000 B OrFN4RMEM!ER EXCLUDED' Y N/A - IManNbryInNIS 6308-0021818-1-16 7/31/2016 7/31/2017 E. DISEASE-EA EMPLOYEES _ 1001000 OECRIPTION OFOPERAMNE c,Mw ES DISEASE•POLICY LIMIT $ 500,000 DESCRIPTIONOf OPERATORSlLOCATIONS lVEHICLES(AClRemarks SE Nmay aorIf more space Is rpu,W) Opevations usual and customary to 101,solar energy contractor. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kane Insurance LLC THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 242 State St ACCORDANCE WITH THE POLLCT PROVISIONS. Portsmouth, NE 03801 AUTHORIZED REPRESENTATIVE Pankey, Emma ®1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD susn44,munn VMassachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-086870 Construction Supervisor MICHAEL D HEBERT 177 NORTHWEST ROAD ,t SPENCER MA 01562 N_/ -A" Expiration: Commissioner 05113/2017 (+Xr(. y(`atn.mon(yea//4 of iliaierr/w r/1, Office of Consumer Affairs& Business Regulation =,2 HOME IMPROVEMENT CONTRACTOR �. Registration: 143561 Type: -� A Expiration: 8/15/2018 individual awe MICHAEL HEBERT MICHAEL HEBERT -'.;__ 177 NORTH WEST RD. SPENCER, MA 01562 Undersecretary The Commonwealth of Massachusetts s � Department of Industrial Accidents �(SME. 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):BigSky Renewable Energy LLC Address:8025 South Willow St City/State/Zip:Manchester NH 03103 _ Phone#:603-491-2702 Are you an employer?Check the appropriate box: Type of project(required): am aempbyer wi,b 2 _employees Cthtl See pari-time) r 7. 0 New eonstmcton 2,p I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.(No workers'comp insurance mgabed.l 30)am a homeowner doing all work myself.[No workers'vamp.insurance required.]' 9. ❑Demolition 4.01 ant a homeowner and will1belunn tractors to conduct all wad I will U❑Huildingaddltlnn g contractors ypmpery. maws that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees, 12.❑Plumbing repairs or additions l am a general conaactorano I havehired the subcontractors listed en the attached sheet l3. Roof repairs These sub-contractors have employees and have workers'comp.insmance.t ❑ p INCorkersmm an We are acorpomtion and its officers have exercised their right of exemption per MGT c. 14-0Othei Solar 152,fi(4 ,and we have no employees. ' I D.insurance rrywrod.j *Any applicant that checksboa al must also fill out the section below showing their workers'compensation policy information. liar.a woes whosubmit this affidavit indicating they are doing all work and then hire outside contractors must submit a newaffidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contrecmrs and state whether or not those entities have mnpioyees. If the sub-contractors have employees,they must provide their workers'cony.policy number. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Travelers Policy#or Self-ins.Lie.#:UG 219181 US Expiration Date:7-31-17 Job Site Address: ., City/StatefLip:- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGI.c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the fonm of a STOP WORK ORDER and a fine of up to$250.00 a day against the vi• a or,A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verif .fir . 1 do hereby , ni, nderr—;aim and penalties ofperjury that the information provided above is true and correct p ,ria .e• Dale: 7/0-it amseir phone#:..60 1-270 . Official use only. :v not write in this area,to be completed by city or town official City or Town:_ Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I0 paw it, # Sk Renewable ner q : f Signature Authorization Form DATE: 5/.2 fw We the undersigned, hereby authorize Big Sky Renewable Energy LLC and Twin State Sun LLC to act on our behalf in all manners relating to the application for equipment authorization, including signing of all documents relating to these matters. Any and all acts carried out by Big Sky Renewable Energy LLC or Twin State Sun LLC on our behalf shall have the same affect as acts of our own. This authorization is valid only for items pertaining to the installation and commissioning of a solar power system to be installed by (Big Sky Renewable Energy LLC and Twin State Sun LW). Sincerely, Client Name and Address: Dar"e‘ e aS G leas" 9 oc; Gt P\-avi1 Mil 4 0 4 0 Client Signature: O .4 . 1 I�.ontact; rian Roy S0&491 2702 % brian@bigskysolar can SigSky Renewable Energy,.C".;:Bicentennial Square,Concord,NH 03301 www.bigskysolar.co SOLAR SALES AGREEMENT ernait: yska_e tiiS,}M. Site visit date-.. $ileo roj“./yllt(a Twin State Sun, LW maw PO Box 1855, New London, NH 03257 • 603-304-5035 This Sales Agreement(the"Agreement")is made pet day al /W f _._ ,20,,.x, BETWEEN:Twin State Sun,LLC(the"Seller") AND:d mama)_4.IAnts.�k_tfila , 4eS(4 17 rI _ (the"Customer") I29 i4a l `eco-131ohei IRO 1a14 i 1 � i 1 1_.. L ADDRESS J T.�._ i-"--- r o r'441 01 Pi4i �xAInrcdos ba �rZn rNw.mkOi Q11717iy, ur.rztam;w � CM WN TE I10 a NUMBER Idarer snap 560,transfer and Pei is buyer the following services and products: 1.t Material Si Services t C, PV high quality certified panels. ® Building permit request and cost included in this offer • String or micro inverters XI $, Wiring and electric hardware(unction box,lightning arrestor.,.) Project manager assigned to your project X Mount system P Shipping costs included in this oftet k UhVty grade meter Sd Connection fees 11 21 Engineering and Simulation System monitoring X Site assessment Q' After sales service and troubleshooting • Shading analysis Si Installation 81 Exctusions <Promises> $ Installation of the sola PV panels. hJ IrtRaNation of the mounting system E2 My other service that does not appear in this contract Electrical won(wiring,connection of wog) 4.1 Rulatory Support Assistance through all phases of the process E Federal lax Credit • State Tax Credit ( SPEC Winston ti. COSTS ROOF MOUNT'SYSTEM/GROUND kaeF #OFpowas , / 4S 3a0 cow 7. 04 III. METHOD OF PAYMENT $ 31, 500 L [ax.,. aso€,t “ alb oilq required at contract signing ii. 5rn. ! of payment upon ordering material Tay &ascfr n' • it' hA/( tcwrrof payment-day before installation iv. Remainder of payment-upon if installation Tit$. Jit 500 Y (Authorize Payments: /` Signet ort IV,WARRANTIES—See Proposal ACCEPT4NCE This c - .e ent gree, eed there are no further items or provisions,either oral or otherwise • cieTa4 to Your Rights Under the Massachusetts Consumer Protection Law, General Law 93A and the Homes Improvement Contractors Law (MGL chapter 142A)are set out in the ANNEX 1 - GENERAL CONDITIONS on the reverse of this Agreement. By signing.you cern that the xdoanaion contained herein is true.You adhomize us to make inquires concemtng your credit standing and authorize any consumer reposing agency to furnish credit information to us.You consent to the use and release of tris information by us.You agree Nat you have read,understand and agree to the Gene Conditions(Annex it on the reverse side of the Agreement and Meters of our Privacy Policy by Calling US at 603.304 5035:and acknowledge receipt of a copy of this Agreement ..Mr m,”of a_,w..m"cea r.,. s..+. AOstructures Inc PO Box 413 Carnelian Bay,CA 96140 ♦ 916.541.8586 structures wW W.AOstructureS.COm July 27,2016 To: SepiSolar 39845 Paseo Padre Parkway Fremont,CA.94538 Subject: Certification Letter testy Residence 28 Gleason Road Northampton,MA.01060 To Whom It May Concern, A jobsite observation of the condition of the existing framing system was performed by an audit team of SepiSolar at the request of AOstructures,Inc..All attached structural calculations are based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below.If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof 1)consists of composition shingle on lx decking that is supported by 2x6 rafters @ 16"o.c.with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 12'-0",with a slope of 24 degrees.The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof 1)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and NDS-12 • Roof Dead Load=9 psf(Roof 1) is Roof Live Load=20 psf • Wind Speed=90 mph,Exposure C • Ground Snow Load=40 psf - Roof Snow Load=25.6 psf Please contact me with any further questions or concerns regarding this project. ANDREW Sincerely, OESTERREICRER No.5217 Andrew Oesterreicher,P.E. VG/ST6P Project Engineer SfONAI Digitally signed by Andrew OesRrtei[M, Date:201607,27(1915:57-0700' Lesly Residence, Northampton, MA 1 AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 916.54.1.8586 structures www.AOstructures.com Gravity Loading Roof Snow Load Caletiations Pg=Ground Snow Load= 40 psf N°0.7 C,C,I Pg (ASCE?-Eq 7-1) C,=Exposure Factor= 1 (ASCE7-Table 7-2) G=Thermal Factor= 1.1 (ASCE7-Table 73) I=Importance Factor 1 =Flat Roof Snow Load 30.8psf p,=Cap, (ASCE7-Eq 7-2) Cs-Slope Factor 0.83 p,=Sloped Roof Snow Load= 25.6 psf PV Dead Load=3 psf(PerSepiSolar) Roof Dead Load(Roof 1) Composition Shingle 4,00 1x Decklog 3.00 2x6 Rafters @ 16"o.c. 1.72 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.28 Total Roof DL(Roof 1) 9.0 psf DL Adjusted to 24 Degree Slope 99 psi Leafy Residence,Northampton,MA 2 AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 916.541.8586 Structures www.AOstructures.com Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 90 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 24 degrees Mean Roof Height 20 ft Effective Wind Area 19.3 ft Design Wind Pressure Calculations Wind Pressure P=gh`G'Cn oh=0.00256'Kz'Kzt'Kd'V°2 t (Eq_8-15) Kz(Exposure Coefficient)=0.9 (Table&3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 64) V(Design Wind Speed)= 90 mph Importance Factor= 1 (Table&1) qhs 15.86 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp -0.86 -1.51 -2.37 0.42 (Fig.6-11) Uplift Pressures -13.67 psf -23.95 psf -37.63 psf 10.0 psf (Minimum) X Standoff Spacing f 4.00 4.00 2.67 V Standoff Spacing 2.67 287 267 Tributary Area= 10.6$ 10.68 7.12 Footing Uplift= -146 lb -256 lb -268 lb Standoff Uplift Check Maximum Design Uplift=-268 lb Standoff Uplift Capacity =400 lb 400 lb capacity>268 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 -5/16"dia Lag Number of Fasteners= 1 Embedment Depth.= 2.25 Pultout Capacity Per Inch=250 lb Fastener Capacity=563 @ w/Cd=1.68 F.S.of 1.5= 602 lb 601.6 lb capacity>268 lb demand Therefore.OK Lesly Residence,Northampton, MA 3 s 0 Carnelian C Inc.le 790 Carnelian Circle • Carnelian Bay,CA 96140 structures 916.541.8586 Framing Checkwww.AOstruckures.com (Roof 1) PASS w=51 pit Dead load 9.9 psf PV Load 3.0 psf Snow Load 25.6 psf 2x6 Rafters©tro.c. 0 a Governing Load Combo=01+St. Member Span=12-0' Total Load 38,5 psf Member Properties Member Size S wig) 1(in44) Lumber SpiGr Member Spacing 2x8 7.58 20.80 SPF#2 @ 161o.c. Cheek Bending Stress Fb(psi)= ft) x Cd x Cf x Cr (NOS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment =(wL"2)I8 =922.841 fit = 11074.1 in# Actual Bending Stress r(Maximum Moment)/S =1464.4 psi Allowed>Actual.-974%Stressed - Therefore.OK Check Deflection Allowed Deflection(Total Load) = 11120 (E=1400000 psi Per NDS) = 1.2 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5'w1"4)I(384'E9) =0.822 in = U176 > 11120 Therefore OK Allowed Deflection(Live Load) = L1240 0.6 in Actual Deflection(Live Load) = (5-w L'4)/(384*E l) 0.549 in L/263 > U240 Therefore OK Check Shear Member Area= 8.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv'A = 11141b Max Shear(V)=w'L/2 = 308 ib Allowed>Actual-27.1-4 Stressed - Therefore OK Lesly Residence,Northampton, MA 4 09010 VW 'uoldwo-040N S �BG�/r�/ /�la leeaS uleW?le 4,,evecicit/ /J� mead ueld /���/ luawyene8 eici g G �" 'p T DESCRIPTION uoldWC4pep4 l A$!o THIS ROOF MOUNTED PHOTOVOLTAIC(PV)SYSTEM 5 TO BE INSTALLED AT THE SINGLE-FAMILY DWELLING IN NORTHAMPTON, MASSACHUSETTS. THE ENERGY PRODUCED BY THE PV SYSTEM SHALL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ONSITE ELECTRICAL EQUIPMENT VIA A LOAD SIDE CONNECTION IN THE MAIN SERVICE PANEL. THIS PROJECT DOES NOT INCLUDE STORAGE BATTERIES. BIGSKY RENEWABLE SHEET INDEX SCOPE OF WORK CONSTRUCTION NOTES ENERGY LLC 7I.0 COVER (22)PV MODULES(TOTAL:525 SQ. PT.) I)CON1RACTOK ShAu_Fern VERIFY ALL DIIMM51ON5°WOR TO 4 BICENTENNIAL 50 A I.0SITE PLAN (22)M(CRO-INVERTERS ORGAIING CONSTRUCTION. SUITE 3A UNIT2 2.)CONTRACTOR SHAD REVIEW NL MANUFACTURER INSTAWTION CONCORD.Nn 03301 AI_I ROOF A 1: PV LAYOUT (45)ATTACHMENT POINTS Q 48 0.0, MAX, DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. P=603 491-2702 AI2 ROOF#21 rV LAYOUT (I)AC DISCONNECT,240 VAC,NEMA 3R 3)AL EOLIFMna SHALL SE 451.tD BY U.L (OR EOUAL)AND LISTED FOR , ..w. I9ky5o1acmm A2.O MOUNTING 4 RACKING METHOD (U LOAD CENTER.240 VAC,NEMA 3R ITS SPECIFIC APPLICATION. = A2.1 TRUSS 4 RAFTER DIAGRAM (I)PV METER, 240 VAC, NEMA 3RIS 1050 1.Din LE0Lo REBID:9CE 4. AL: F W. OENVIRONMENT- c E I.0 ELECTRICAL DIAGRAM (I)PV MONITOR.240 VAC, NEMA 3R ALL p T B 5. ORD EP 2AMP<DN.MADa , 1 E2.0 SAFETY PLACARDS MANUFACTURERS NS 61 ACCESSTO ELECTRICAL COMO NTS OVER 50 VOLTAIION S GROUND 01O PJ MODULE DATA SHEET shALL BE RESTRICTED TO OUAUFrm PERSONNELPropftUme. D2.0 PV INVERTER DATA SHEETS N ALL CONDUCTORS 9NDA ENVE COPPER,lESFOR 600VOLTS OTEAND 03_0 RACKING DATA SHEET SITE SPECIFICATIONS OF JUNCTION WE'ONBOLA5,RACEWAYS AND CONSENOim. '°4 N"°�.z.'G".0 04.0 GROUNDING DATA SHEET OCCUPANCY CATEGORY:II e)wntSRE PE OT�u CDNTRq oes usa ThEu�CCORDinero P — DESIGN WINO SPEED 90 MPH NOT Pc APFVCABLE CODES. "`J'PP""` PARTS LIST EXPOSURE CATEGORY:C C5) MODULE FRAMES SHALL 0.L MANNDEDTOk�IsNE RAIL OR INSTRUCTION aE<�ry O�ernpno� GROUND SNOW LOAD:40 P52 PER THE MOD LAS 16 SnamN�h bid Camp 10.1 Po MODULE RACKING RAL 5hALL BE BONDED ro BARE COPPER o - - G.'C vo.WEED LUG.ILSCO GB UG OR HYLISTED -- 221FV Module --- GOVERNING CODES 22MCTomArtu III GROUNDING E :RODE CONDUCTOR.(6. C. e5A E CONTNDOUS 2014 NATIONAL ELECTRICAL CODE ANV/OR IRREVERSIBsSFUR AYFIDFD. SG P Camp _ :2.I ALL o. Bo c ro AND DISCONNECTS SHALL CMR,750 BE m EDITION 45 s L- E UNDERWRITERS LABORATORIES(UL)STANDARO5 :3 SALINaL c O 456" 95SB STRONG ON OSHA 29 CFR 1910269 nJ,D1NG AND NOT:QUIRE St PLACEMENTOFR ExTERIOR REVISIONS TIPP 4.a 5oap-N-Rack;asning 4 P . __ _ 91WORDING SPACE AROUND EECR4AL ODDPMENT SHhL COMCOMPLYLYNGSDOD 155 Feat of 9EapRack SIaEN,E NEOI10.26 :so-am a lig Iarti nI N. i COVER oi • 1 107 •. . -- . ' ANSI B- V^x 11" I w • 10L. A IR PARCEL MAP n _ t.MM i 2 PROTECT LOCATION — J L.. - -A .°- i tlq �9ig5ky_.,. BIGSKY RENEWABLE I v ENERGY LLC I 4 IBCPMF.NNIAL 50 SITE 3A UNIT 2 ® ® CONCUORD,Nn 03301 P.W3491902 bigskodar corn JUNCTION 50X 1717rLL 77500'E 20 0r7Lou 3/9EMT o -- a.o r-i 241Pucn TT? 66ect pea I, �J � kW AC 'RING 2(8) ' -' STRING I U 4) L _ Ll e nv+wa MICRO-INVERTERS UNDER PV MODULES gg ill 1 �� wouN:Fo TO ROIL � T ROOF#2 MAIN SERVICE PANEL ROOF#1 PV LOAD CENTR UTILITY METER 1 II f PV ARRAY PV METER C DISCONNECT R VISION 1 MEMEMEME ®a 1 � DRIVEWAY 91TE PLAN I I See A PROPERTY 'AN$I B- 1-0"v I" I [566102V INA a FKANCIA AO sari ,c%v.. GLEASON ROAD ea k,.T-T.._.of..- -f—. „--- PwE 1•= �— a „o.�. w�L as 1 E. _ _ LEGEND - N ws w,FEwrw5s o 31 VENT coo L - $I Sk P i6 1. o M 9 Y " LJ D BIGSKY RENEWABLE I ENERGY LLC 197' 4 BICENTENNIAL 50 SNITS 3A NNrt 2 CONCORD,NX 03301 Pi603-49I-2702 w.N9fPr:ohc cwn 41'64AfootRES 0 LEP LY RESIDENCE D NOKTNAM ONiON MA 0,06 3O 5• tao . a 4'MAX. r I-4"PT_ RIDGE T.04 Aalo m.e.6- AC 'INIIIINIIIMPleriall HIM as ma.m„g A,F...,.,.., 1111111111_�l. ll IIIIIIIIIIII � 1 c.,„ FGVISIONS 29"�PITCR .451uma em..,c a 1 1 e .,ROOF#I PAVE PV LAYOUT I n-z`- __ _�E s,,,,,...ma, AI . I 111 CC WW^^wLAN51 B T 'x 1 I" — wT �r' Q "" Pnz • h o,LY h NO 32174 G'STEPE %Pao t-arr.-�..r..�._.. VG'S SCM 5 ��a.IJ —art _ _ 'CALL I - 000lonymErEepErsoforomo ..m,muAm nmm �.,e� n Eut RARING .A'lCfJ11=AS9 W11C CPR- C .3SYJG� p O L L.JX DIGSNY RENEWAOLE ENERGY LLC g' 4OICIRTEHWAL50 CAMP 3A UNIT 2 N CONCORD. 1103301 P (CO3 0I 2202 w . f.:c kWAC IIIIIIIIIIIIIIIIIIII Naleams MIIIIIIMIIIIPIN in 24°wrcrn CVIS0N5 IcT-02 .._ EAVE . -_._. L gall ",ei r. +ROOF#2 _._PVIAYOU r..,, — AI .2 1r SIN . .fix4R'^ :: ,r \ W 1]9 9EPi520 C ��yy Atiwi RNTfR-\r....ie „T.,„,7 ¢ ---.._ BIG5KY RENEWA&E ?V Mono __ .. i.... ....._. _ _..T _._ ENCRGYLLC 50 STRUCTURAL CALCULATIONS MOS AM I I 1 i :n ITE 3A.Nw NiT 2 WEI6flT A. TOTAL END C.0,11- WY q a'LITY 3P I PJ MODIILtl 22 x 3].5 L55 525 L05 _—"' _ J . CONCORD.N 03301 4 P.COS-49r 2702 RACKING RAIL. 154 r 1.0011)/FT = 154 LSSN`+' sky r '" -co ATTACHMENT 45 a 4.Ol.O = 150 L6'$ 16"MPY 'nAX Poi TOTAL WEIGhT: 1 159 LB5 tri,p ARRAY AREA: 38$50. FT. C"" ( Cn uACN-0 0 DLAO LOAD: 3.0 PQF POINT LOAD. 25,7 LB5 Fw 1h 0 WAC FACAhYKM . 1 I (trot 2174 t AL tM0001E,,tit)0 AMY 0 R,y131DN5 ecFN.-1— IA - 1 —32,n--{ ING1"Lwn —S MONCL O . Y/l• ,� ., MGIC'kE6 4 i'L C W „0.1 �- . _ RACK ,TROD y coo ye. �l j A2.O 5. I Gi; VeM / �• >•� •W ANSIB 19 x I'� asa Knougnrc rnoo VI .l.._ z. l _ a 1 N 1 I8igSky - 1 BIGSKY RENEWABLE - _ ENERGY LLC - 9 BICENTENNIAL 50 SUITE 3R NWT 2 CONCORD Nn03301 I I' 603-491-2]02 L .1xgeky5olar 3 rvoxr2R oN <oso� LEE 7�RNENcE �OBNo j'R N maa m. ....400000000000000000000000010.1...... 2222G222 G29201 9WE2i 12 REVl910N5 TKUS5 4 RAFTER DIAGRAM smm 2922. A2 I �" ANSI B v '_i. SEPI OL AR � � -I. - 2I m Mvr, es,,,,,,,.,,,,„,,,,,,,,1 „,,,, 1T ashG�m awmu., W Motif 3Mdlkttla+, wrtm5vetlfl*Ww• *VSr,tem MadmWUVtlt DM s o. Wq[C43)IH Arf•Yb LkWkCon MOO name. W3433w1GCG• nem .. Wnw+sao®.aws "' e..em•.. me De s...�.r..nonfat)waxer.n to �819Sky .errvwrm.. rt) Weight33s 0,, —p wr MO WA(' ...._ get Vet von Moxlicil MIMpernure Amen mn Nue li R mens ,:NS3r Mrynuelinches Hommel Re 90 Voltf AC Coefficient VN"' Micro uuaoa,am 2 Rimer 9517 a . . ,-. w Amos mae.o. nodi reran insert ,.mwate 8169RY RENEWABLE xoml Release r ntmm n 1m10 mn.o ao Gr.a.a oRen Bra ool„nnneasrnr n vo.. _S wxx Reeeowtmee.n.MOM IG.24nl< t 4C + = LIN Oxus^•w + 1f4 MORK ENERGY LLC 14Moe SU Voite: taamaaan Of lake.- 4 ITA 3RORO2-11:41.50 ACsmtenwnm4O Inc mrs Arm, '^`e"^` monthwent 3n ORO 2 em a : nllMx e. 9.33 Mw' a Pounoe of 002ORD. 1 23301 W.IU We Nrtnt M3 Amps lenpcom'. An her rne.Imem4VPwer 36 wine v,b11-4sl-zrOz 6w.uel lm.avent 31.1Mw . aw.YneNsky_or T .mum Vnc corn itfarehrEaDERCE n" T .MA EN 00A0..1 •._•_ _ pm)J mee a0wvGal) 70 Wu.6_G,„0 a IS a ma , Bs.un5hm'aE '— rn-:-:-1 o •1 a — n uj l e. n .N 1 NS P of sena n 04 monic e �1 i ���• I I • .nusac n. ere_ ,wen .a<xi ^ 3 -.1 as 1M07 .: a.,wenncr._ran. 5mmT ELECTRICAL DIAGRAM MORE AND CONDUIT SCHEDULE ,mmp '--'^ TA‘ co,,, co„ GNNO GNp OND GGeoRoompe 0.4,000 r51. E1 .0 Oiv 51St TYPE 019 SW THTE AMP :Mt 0151, A Ac1 b=mu Ell®5,a�C1. 4IMEN. 5AN9I B- n°. II^ 1 NG G flies HIWN al I 9914 ifiI01 z ' . ' 43 we w514 AC 3 .VO tM C A 0 THE /A r ct 11. idi WI— M1N Z i • 3niceinge — n1,R Ee u i at, AA p,,,,,,;...,,,,,, aa,a,mee,a00 .w.mcaran , rev ��Ltia.... ,r.. ^oo«. n*m» ~ro.m., u x _s_ 1 a 0 e. .® , ...' .... -it)— _ Eme Cn-. C9SkY "WritlEl l-4-4a Try v] D TOUCHiiiinerifla Ip1GgpLNppWLUISIhpG , DOTOTHELINE N<YE tM AMG 1OR II. uOLWR94FTEIRMINALS9NWYRFFAE�'IRO I '• •' " BIGSKY RENEWABLE NEC 90 slo ua n.iB,E, NEC Geo.3b, ODD No --)11('''3) -----5 — ENERGY LLC n 903 eMs O. T I — E • 4 BICENTENNIAL 3A NwT 50 iLvER=Ez(9,. =NOT APPVEO UV MPR DC 19mIgE, K. .CO pNtll6 USCONNECTS fu$EE_CIRCUIT UREAVRS CONCORD, UNIT 2 CONDUIT ONEoo S uv CONCORD.NEI 03301 Evfxv,O,m ruxl OfuRFlSEexF! 'IONS p.603-0912]02 J L .,..,.ery.Ena,,.Lan ILIA- "•J', PHOTOVOLTAIC SYSTEM o ENCS THIS ELECTRIC SYSTEM '';';.•;`EDA C DISCONNECT s GiuASS,OON.D is ELEOEHVED9Yq �M PIg7OVCLTAIC 3YSTE CAUTION.DO NOIq NOxri✓NAPT Io.,O 15E00 LTAICSYSTEM PIOTO�TNLsYSRhMARE IfPELWTMR.IPIDS STALL ACOITI WFlYIIIGCURIRENT 31 AMPS HP WM[VERGE. INSTALL THISPANE ORPAT�IG yp,Y;310 WS REOD DY NEC 705 I, f1 I, E 0 _NEC Ac APPLY TOLJ N " i 7oO: o: ELECTRICAL o S0 < ON BO SS N AC D:.;0ONNLCT PV CENtER o INTERCONNECTION E.LI Yq e CONNECTED T muL esw.Cs DC NECE5 D HE ER DLED - .fs reArroyo CAUTION POWER FROM THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING POWER SOURCES WITH DISCONNECTS LOCATED AS SHOWN 1 '— ols AN • IIIIIIIII � SAFETY PLACARDS WAS 5,,,NTHE2.0 gs"ARE EpJ ROOFTOP PVARRAY Pv AC DISCONNECT NUIN SERVICE PANEL I ANSIB- IJ"x II"-I UTILITY METER CN — SIGNAGE REQUIREMENTS FRAN« AO M I)NEU BACKGROUND 2)WH I-£LCTLRING 3.I MIN.3/B'LETTER MEGNT n%g i A,a.CAPITAL MTTK,F P1J SERVICE BY QUALIFIED PERSONNEL ONLY STP C L c< 3.,AR LOR�MKGNT – 6J WEAmIR RPER UANT HIL LR — MATERIAL .RUL569 sU.faw fPl lo„,. —1 ®LG tnrchration for LG NeON2 Ea= ceiBskyL ,.,,. occl "G a Better Ldca^OTC•) BIGSKY RENEWABLE _ _._ _ — —'_aw _ __ -youw ENERGY LLC ...w no / ""r ""` 9910ENiENNIPL 50 no.r� SURES 1 2 km v.,..„.,.w. CONCORD 03301 P603 49 2702 ....n rr, m ..... r 0 C. 25 9 PD NORM .... ..�., cc, on Maul AMP ON w00z and Wormy r' ,Cava LG NeON'2 ® ,.. kW,��..,kW AC .m. .NN., aMe,me.�ww;m} 60 cellp. Po I xi CE 7,- 1 959 , _99.M_ _... nix t.., I w�999939 7'944'9 PIP4_ �9�N� — r .,. ® m 11 — .. ..we PerlOrMance on a myDa W . PV MODULE °^^. "^ yyJ C I II I: DATA SHEET ®� .. .........___. OPO DI .O ,w.....�.. — ..... �: � .........:A. .. ANSI D- . O.. n", r' Le__,,_ES VFW Mat Vt.tit L 'oh�F Ex.laa ..R5.,.wle,..DATA "�9i45ky..., E„Ix„„Mmlenln..n., o _ u. .I W. _ _ _ 5IG5RY RENEWA5LE� EnphaseS280 o�mm eeDis ENERGY LLC 5 BICENTENNIAL 50 is SURE 3A UNIT 2 "'” " "- " CONCORD,Nn 03301 • "Ram• nry Pr603-091-2]02 J • „ • ry bigex _� ,0.4 a., e 5/ e3w 57 el ez 00 xv uvr,j,DL:59:ereiGeNCE sewee . w m h .R,. keg e33.3nvvA., 2901%9 210 wee A* J _. "erc - n.+a... maw akrena.n uxn 973eMICIIIMICAL — Dee wad PA.ce modules. advanced avanl grid.ready EnpMm. Ms�'is burl nn, ti a mi level ! ""w• • "• mu lmpeen onaPsnane9sX2mc n,l . snadurwelecl 2VA cossets men Rot w1Pcost per wattmclon With Its all AGeme 8280lnle, htor 1713 . n ." ."N„. L 1basAonn and esoersmllmm�eayha,ent The�rolacompatale.itsOrreassystenms l„cudma . Iwo.a171 mm,% ,,,Tae mmwi.".ce.em xEV 51wPoeeney nwagemmt.rstamew.51 1397/e. The E nppnme sadlnteamns seamlessly theEnpnese Envoy s^cm.non,caInns gateway.end Enowe E099/309 N "" mxon� Tuxmr. ee..n. Em1em imp 0339 and anmvas eml ens. ",,• ,°"'"•"•^"a 09/9%. utu,e ANDConpareri 3/ 150.0 I LE ADVANCED cmD nuov ", 7 � -- -- Bl����,muo m,,l„,..,... _ ,Nc¢�e.xlwin,Aa,.win, "v.�nmry the pc c.c../%neve requasmell10%%%39.001139 bevy./ .n, w m�NN .n„.,,,w ,b,.nare,n..,... a.m.. <aP0.INVERTER - x v 1„,9„/3„ Moro time r rielei ri Air,,I s' a °""qi'� wA ax n,..n DATA SHEET a: ,u . w,F,..:a, =.n. wl,.n w.�,. -c a nlw, s,a N7#b,. 0 D2.0 HEUMea eel Gfxann9 re] 4/ To learn more mwd Enpn®a mWDv rteo nn1�y �AN5I5 I7•. I"i 00/59c ENING .'a _ I. ElFAG s_ '59.-55-AIR Prado. rill 1 diii-u.t" � _` y l _ BIGSKY RENEWABLE r "'Psi's*" Il aCi ENERGY LLC .�... '-.w.� `�'....� l w . ash j� .. 4 ece e xwl sa �, _ 44 CONCORD 3411 T 2 o.ts J P604N1 702 �� 1 P 6W 49 �2J02 . 69 _ ora 1 cmt'Yv1� .�.. .v . .•,••.7- ---- "'I IIMI ' 1 nnmvloN.MA a 106c sos r � ' n sMv siz kW AC 5 ot stays ,J o �a..a,. ,000Sa..,ak�num • .ro N. a Slatenal fnis, :sClearranti goon a+Miedauinvm... . -.- -- .._..I .PW eras m select mmomrnu , — _— - intimation -- — — •Acitustableltardware to ensure clean and km(icon I 1 RACKING JI• 1701 c„uscnoca Stamped DATA SHEET forxund. ,am.ro ran w ,o l ski ,. o • o e.. re o..roaade details.avon;ark cora) D3 0 Snap rack 6,,,,„ ANSI E- IJ"x II"J ( )73232 28t0 wwwSloapNrack corn — L1 curfY 0 e8igSkyv ASSmo CLAMP EI.BLY BIGSKY RENEWABLE J r ENERGY LLC sBc+olMC PIN ON ORD,NT 0330 SUITE 3A UNIT 2 CONCORD,Nn 27321 MCORAIL CO3-491-2702 RAIL Winw 69ekNdar mm.. WYYL NOKriAMPrMA ASON uDI 60 NUT NOTE 7.09 kW t&C.:a LW AC I ENO Ctn S USE SANE BCNEMG PN DESIGN TO BCNO Mad ES TO RUL Mvwa 612 AWG BARE B--l8 SS Bar cOREER WIRE ioaaeTO lb WASHER GROESNAFNRACANDLUKG / awN 6F-1Tr C EB Na, REVISIONS SS BONDING RAL PINS °-- N,w,, NOTE T ALL NAq]MRE IS WCLUOEf FROM wn4EAE,u4ER NIM.0 CP ONE GROLNa LW ES,O BE,NSTA11ID CN EVERv ,INw(S ROW a Moats - — I CGROU LUG MAY BE:NSB uLEoIBrMERRA.CM.wEL ASSEMBLER GE DC LM TOEAsrAUEMmc GROUND WRE SPARALLEL m ENSUREppµAR rO RAILNAS s E RE sartLao-A..sMER,s:NsrAueoLw roPxcawER*IRcet E GROUNDING NSREcrw DATA SHEET £ESCRvw nBRAWNBy Rrt IR w61NS 5,9E Nu SNAPNRACK VL RACKING IROvsO BY_Dr MMAN _ m o-D4 O GROUNDING DETAILS ,20•:3'5S:N rew Spar Mounting SOatS """ sn "" ANSI B- I/"x II"1 PARTNUBER SCALEDNS _._ _— �•' •T,•.` N... xe x' 9®Vtt4 SCPi'_-'.C2msx,\; W