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22D-007 (2)
87 RYAN RD BP-2018-1005 GIs#- COMMONWEALTH OF MASSACHUSETTS Map-.Block: 22D-007 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Categorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2018-1005 Project JS-2018-001826 Est.Cost:$9060.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SUNRUN INC 080034 Lot Size(sa. ft.): 28618.92 Owner: SOLEM JOHN P&BARBARA NEULINGER Zoning, URA(100)/WSP(I00)/WP(26)/ Applicant: SUNRUN INC AT. 87 RYAN RD Applicant Address: Phone: Insurance: 734 FOREST ST STE 400 (978) 793-8584 WC MARLBOROMA01752 ISSUED ON:4/152018 0:00:00 TO PERFORM THE FOLLOWING WORK.ROOF MOUNTED SOLAR, 17 PANELS 5KW 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 4/6/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner So lcc r Department use only City of Northampton SbWs of Perms: Building Department aro CUVDriveway Permit 212 Main Street sewer/Sepec Avafla Aly Room 100 WatwNVen AvaibblRy Northampton, MA 01060 Two Bats of Structural Plane phone 413-587-1240 Fax 413-587-1272 PldVSile Plans Ober specify— APPLICATION peciyAPPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLINO SECTION 1 -SITE INFORWTION 1.1 ProoeMAddma: This section to be eompblad by office 87 Ryan Road Map 22D Lot 007 u tOO1 Zone Ovedayniswct Elm at Dlealcl CB DWjuL. SECTION 2-PROPERTY OWNERSHIPIALIT1 IQED AGENT 2.1 Owner of Recwd: Barbara Neulinger 87 Ryan Road Northampton MA 01062 Name(PrW CmM McI&V Mwees. (413) 387-7734 T-WPWw 64 ehn 22 Aunwrtred Agent Craig Orn 734 Forest Street, Unit 400, Marlborough, MA 01752 N,me(PMU� '(978) wrmt Mai"AddreN: (978) 793-8584 Spbwa Thew e T Rem Estimated Cost(Dollars)to be Official Use Only "dentwmdelad by Permit 1. Bufiding 2,718M (a)Building Pend Fee 2. Elecbical 6,342. 0 (b)Fstimabtl Total cost of Consin ctimu from 6 3. Plumbing Building Permit Fee 4. Wchanical(WAG) 5.Fire Protection 6. Total-(i +2+3+4+5) Check Number This Section Fw OBictel Use only Building PwmRNumbs ssuetl:Data Signature' �-W-� a&"gs Date Section 4. ZONING All Infarmanon Akua Be Cmnpleted.Permit Can Be Demed Due To Incomplete adoemation Existing Proposed Required by Zoning Thu coimn lo W filled in by BUBd'utg DegMied Lot Sim Frontage Setbacks Fsc Side L:_R:_ L:_R:_ Bear Building Height Bldg.Square Footage % Open Space Footage _ % (Lot ern mala bldg a pred #of Earkl_q Spaces Fill vohmea Lautim A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW a YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW ® YES IF YES: enter Book Page and/or Document C B. Does the site contain a brook, body of Water or Wetlands? NO X DONT KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO It 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 jo IF YES,describe size, type and location: E. VmRll the mnstruoion activity disturb(tl/�qann��,grading,excavation,or filling)over 1 acre or is a pan of common plan that will disturb over t am? YES V NO it IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New Howe ❑ Addition ❑ I Replacement plat Doors tW ndowe Allaration(a) El Flooding ❑ or Accessory Bldg. ❑ Dwernal n ❑ New Signs IO] Decks ID Siding bl Cellar Brief Dewripton of Proposed Installation of an interconnected rooftop solar system. work Alteration of existing bedroom_Yes–V—No Adding new bedroom_Yes Attached Narrative Renovating unfintshnd MsenreM ea No PlansAllachad Roll -Sheet Set. If New house and or addition to existing housina,complete the followina: a. Use of budding:One Fartiy 0*0 Two Family Other b. Number of rooms in each family uret Number of Bathrooms c Is there a garage attached? d Proposed Square footage of new,construction. Dimensions e. Number of stories? I Matted of Mating? Fireplaces or Woodsloves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction I. Is construction within 100 it of wetlands?_Yes _No. Is construction within 100 yr. iloodplsin_Yes_No J. Depth of basement or cellar floor below finished grade k Will bolding conform to the Building and Zoning regulations? Yes_No. I. Septic Tank_ City Sewer_ Primteweil_ Crtywater Supply_ SECTION 7a-OWNER AUTHORIZATION•TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLES FOR BUILDING PERMIT Barbara Neulinger as owner of the w*d Properly hereby authorize Sunrun / Craig Orn to act on my behalf,in all matters relative to wok authorized by this Wilding permit application. Skswus0 aOwner Date Craig Orn as OwrwdAalladzed 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. Craig Orn Print Name Siguwre of Wmw/Agent Dak City of Northampton 212 Main Street, Northampton,MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a property licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 87 Ryan Road The debris will be transported by: Workcrew The debris will be received by: Shop dumpster @ 734 Forest St., 01752 Building permit number: Name of Permit Applicant Craig Orn `1- 3- (9 C Date Sig ature of Permit Applicant SECTION 8-CONSTRUCTION SERVICES &i Licensed Cormtimth n Supervisor. Not Applicable ❑ MampWueM.,Haldw Craig Orn CS-080034 Umrae Nwwer 734 Forest Street, Unit 400, Marlborough, MA 01752 01/22/2019 ADdesa��' /'/ ( S/ ) Expiration Dam 978 793-8584 s4netwe Tea oione S.Reaiamred Home Improvement Cormactw- Not A 0leable O Sunrun 178937 r734 201 ByNarm, Forestcri Number Street, Unit 400, Marlborough, MA 01752 R06 02/2018 Address Expiration Dem Teleplcrm (978) 793-8584 SECTION 10.WORKERS'COMPENSATION INSURANCEAFFIDAVR(BLGL c.782,;28C(a)) Workers,Compensation Insurance affidavit must be completed and suMrifted with this application.Failure to provide this a8dev8 veil result M the denial of do issuance of the bu' permit Signed Atfidavft Attached res.......le No...... O 11. - Home Owner Exemption The cunem exemption for-homeowners"was extended m include OWnervoecupied DWe1B001 one(1) or two(2)families and an allow such homeowner to engage an individual for hire who does rot possess a license,pruvwd that the owner sets as s merviaor.CMR 780, Sirth Edition Section 10835.1. DeBppion of Homeowner.Person(a)who own a parcel ofland on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,atmched or detached strictures accessary to such use mNor farm structures.A perstrat whmco draeb sman,than am home in 2 two-year period shall not be considered a hemeo Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building OffrciA that hdahe shag he mum usable for all such work performed under the building parents. As acting Construction So your presence on thejob site will be required from time to time,during and upon completion ofthe work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability ofEmployers to Employees for injuries not resulting in Death)ofthe Massachusetts General Laws Annotated,You may be liable for person(s) you hire to perfonn work for you under this permit The undersigned"homeowner certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,Store and Local Zoning Laws and State of Massachusetts General laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Briton,MA 02114-2017 www.mass.gov/dia Wil.rkers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. "f0 BE f11.E.D WITH I III,PERMIT]ING AM HOBI"f1`. Applicant Information Please Print Usti Name(Business/Organization/Individual):Sunfun Address:775 Fiero Lane, Suite 200 City/State/Zip:San Luis Obispo, CA 93401 Phone #:978-549-9438 Are you an employer?Check the appropriate bow: Type of project(required): I.O lam a empmycr with 35. — lvnep emplo—suidlare&orpert7. E]New construction L�lamasole proprietororpartntrshipnnd have no employees working !mein 8. Remodeling any capacity.IN.v orker, comp. imumnca required I 3 MI am a homeowner doing all work myself poworkers comp insurance required]` 9, El Demolition 10 ❑ Building addition arahomeownerandwellbehiring workers ctoconductall workce or property. Iwill ensure that all wnuacmr,dmer have workers-compensation insurance or are sole IL[]Electrical repairs or additions proprietors with no employees. 12,[:]Plumbing repairs or additions 5�I am a genenal contractor and I have hired the subcontractors listed on the attached,neet new13.�Roof repairs new sub- rployers arest rs have emand have workers'comp insurance. 14.❑� Other Rooftop Solar fi.�Weareacorporwehaveand itsmployehave excesedworker their insurance pon required MGL c. - -- 152.fi 1(4),andwe have no employees.INo workers comp. insurancerequired-] •Any applicant that checks box k I must afro fill out the section below showing their workerscompensation policy information. I homeowners who submit this affidavit indicating they are doing all work and then hire outside comments must submit a new affidavit indicating such. :Convactors that check this has most attached an additional sheet showing the name of the sub-comraemrs and state whether or not those entities have employees. If the subcomrectorx have employees,they must provide their workers'comp-policy number. I am an employer that is providing workers'compensation insurance for me employees. Below is rhe policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy N or Self-ins.Lt .4:WC013696003 8 WC013696103 Expiration Date:10/01/2018 Job Site Address:87 Ryan Road Ciry/State/Zip:Northampton MA 0106 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure Coverage as required under MGL 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 form ofa STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do hereby certify under the pains a'n7d penaaie0f perjury,that the information provided above is true and correct. Signature: C/�f/ Date' Phone N:978-793-858 Official use orgy. Do not write in this area,to be completed by city or town official. City or Town: Permit/License Is 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#: OAsssaehusaps Depannn n[W Public Safary Gon50ucoon 3upe�aor Board or Building Rpulations lily Standards Resbicted to Ljft�:CSd80M UnreSt icted Bwimngs of any useg9roup vfi h cpMam NeMi than 35.000 tutu feet(Y91 cudc maters}oa Cons[rucdon Suparvrsor eNbs space R CRAIG MOWALNIFR ST OXFORD MA 01510 Failure w Poaww a comm adNbn or ue 0ysaggruwM EaplmaO Suzo euNdfng Coysb utlw btrerouflpn IXtAh Ncawe. Commissloner DIr2zw19 OPS Lkenshg information vial:WWW.NNSS.GOWOPS arCeuN�rrAiBye 18dwy awwd.. R a1PRoVELw FC,NT,,, R 1rRRrrarba nslid rw ind'MeNgl we ogry _ I-PN.0-d.- 2FtNYnd rwpw w: ENMMrwlorl: mta S.Pp* e�nt Caw to P-,*?1. siik 551x aN aedoru Reef+tioN SUNRUN INC. 11—q MA 02116 CRAIG ORN 595 MARKET ST SAN faneISCO, ua1Nrrenetary _. _- —� �!.0 NA wN6agl risaNYn ^�;c_ Contact Info: Sunrunlnc 734 Forest ST STE 400 Marlborough MA 01752 Tei:978-793-8584 Email:mapermits@sunrun.mm ACC CERTIFICATE OF LIABILITY INSURANCE 9/11/2017° 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 BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT'. If the certificate holder is an ADDITIONAL INSURED,the policylies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights t0 the cert8icate holder in lieu of such endorsements. PRODUCER CONTACT Arthur J.Gallagher 8 Co. N. ER, _ FAx USE No E 415-546-9300 6-8 415 53499 Insurance Brokers of CA. In..License#0726293 EFAIL �— - -LNC.NW�- 1255 Battery Street#450 RE551 _ San Francisco CA 94111 _ INS. ONERLIs AFFORDING COVERAGE NAZCA UMUR.R A:Zurich American Insurance Company 16535 _ INSURED SUNRINC-01 Nontsts,Navig tORLSID cialty Insurance Coman 36056 Sunrun Installation Services, Inc. INSURER c: 775 Fiero Lane,Suite 200 IxsuRER D: San Luis Obispo,CA 93401 - -- - - - PRURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:926932864 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 C W Ms. INS0. TYPE CF INSUMNCE OLICY EEE P&NCTECT - LTR p yry POLICY NUMBER MMDO MM/DD LIMITS B rx COMMERCIAL GENERAL LIABILITY INY IAMI31-2303211C 10/1/2017 10/1/2018 FACE OCCURRENCE 51004000_ DAMAGE O�E. $300000 CIAIMSMPpE X OCCUR PREMSEBla.LI_ $5000ORelention MED Exp(Any me pain) $5,000 - __ PERSONAL6ATIMARY S11000000 rGEN L AGGREGATE LIMIT APP�LIES PER'. GENERAL AGGREGATE $2,000.000__ X POLICYI jE T I L LOC PRODUCTS-COMEIOPAGG $2,000TWO OTHER. Total Policy LIMIT SUELIMB00 A AUTOMOBILE LIABILITY Y BAP015542504 1011/20A 10/1/2018 (Ea EvOREaRILI 11111 ) $2,000,00) X .1 AUTO POLITY INJURY 1Pe,pan'on) IS AUTOS ONLY AUTOSULED BODILY INJVRY(ParawO¢nN $ HIRE. RON CARED PROP RTI - v AUTOS ONLY AUTOS ONLY IF.,ExY.nn S $ UM...LIAR OCCUR EACHOCCVRRENOE $ EXCESS LIAR CLAIMS-MADE. AGGREGATE S DEp RETENTIONS $ A WONKERS COMPENSATION WCO136NO03 10/1/2017 10IV2018 PER OTN- A AND EMPLOYEgs'LIABILItt ylR WC013S96103 10/1/2017 10/112018 X -S>iTE- ER _ ANY PROPRIETONPARTNEREXECTIVE IA EL.EACH At. $110001000 IOFFIC 1RMEMOER EXCLUDED? - ry1nNN1 E1.06EASE-EA EMPLOYEE81,000,OW N Yes.JFI LnMU DESCRIWION OF OPERATIONS CI— EL.DISEASEPOLICYLIMIT $1,000000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORO 101,AOJNomI m—UM,SUAI-1 se Mole,N—apace 6 reyulreE) WC013696003-$25,000 Deductible,WC013696103-FL, HI, MA,NJ,NY,OR,VA,WI only.Named Insureds. Sunrun Inc.,Sunrun Installation Services Inc.,Sunrun South LLC,AEE Solar, Inc.,Clean Energy Experts LLC,Sunrun Solar Electrical Corporation Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CRY Of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 212 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Northampton MA 01060 AUTEHONVEED�REPRESENTATIVE J - v ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks Of ACORD M ! ®c g March 29,2018 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:2018-02048 Client:Barbara Neulinger-221R-087N ELL Address:87 Ryan Road,Northampton, MA 01062 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x6 @ 24"o.c.SPF92 at ARRAY 1/2.The rafters are sloped at approximately 18 degree and have a maximum projected horizontal span of 6 ft 4 in between load bearing supports. Design Criteria: • Applicable Codes=780 CMR,ASCE 7-10,and NDS-12 • Ground Snow Load=40 psf; Roof Snow Load=35 psf ARRAY 1/2 • Roof Dead Load=4.5 psf ARRAY I/2 • Basic Wind Speed=117 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1/2:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and mod ules h ad been reviewed and determined to meet or exceed the requirements with out structural upgrade in accordance with the 780 CMR. If you have any questions on the above,do not hesitate to call. Prepared By: PZSE,Inc.-Structural Engineers Roseville,CA �,SN OFM4 PAUL K. ZACHER STRUCTURAL m No.50100 ocisoij Sy AL 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 916.961.3960 916.961.3965 w .pzse.com z • . /A structural March 29,2018 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 2018-02048 : Barbara Neulinger-221R-087NEUL The following calculations are for the structural engineering design of the photovoltaic panels located at 87 Ryan Road, Northampton,MA 01062.After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above,do not hesitate to call. CD Prepared By:PZSE,Inc, -Structural Engineers Roseville, CA 1478 Stone Point Drive,Suite 190. Roseville, CA 95661 916.961.3960 916.961.3965 w .pzse.com Project: Barbara Neulinger-- Job#: 2018-02048 ,✓ Date: 3/29/2018 Engineer: YP Gravity Loading ...: Roof Snow bRp Llalalloro pa=Ground Snow Load a0 psf C,=Exposure Factor= 0.9 (ASCE2-Table)-2) Q=Thermal Factor= 1.1 (ASCE)-Table)-3) 1=Importance Factor= 1 Pr=OJ C.CrI Pc 35 psf (ASCE2-Eq)-1) where P.<20 psf,P,min=l xEx= N/A where pn>20 psf,Pr min=20x1= N/A Per ASCE 2-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15=. Therefore,p,=Flat Roof Snow Load= 35 psf P.=CA (ASCEJ-Eq 7-2) CS=Slope Factor= 1.000 ARRAY I/2 Ps=Sloped Roof S.Wad 35.0 psf ARMY 1/2 Mona I"d..2ydi(Iii.Scamper slcf RWAJ"toRd• - 211.111) RA ARMY1/2 Nate:Roof live load is removed in area's covered by PV army. Roof Viand load ARMY 1/2 Composition Shingle 2.00 Roof Plywood 1.50 Zx6 Rafters @ 24b.c. 0.26 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Total Roof OL ARMY I/Z 4.3 psf DL Adjusted to 18 Degree Slope 4.5 psf 2 of ". ® Project: Barbara Neulinger-- Job#: 2018-02048 Date: 3/29/2018 Engineer: YP Wind Calculations Per ASCE 7-10 Components and Cladding hiput Variables Wind Speed 117 mph Exposure Category C Roof5hape Gable Roof Slope 18 degrees Mean Roof Height 23 ft Building Least Width 29ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.0ft Controlling C&C Wind Zone Zone Oeskn WblYra4zre Cila44lions . WirW Pressure P=gh•(G•Cp) qh=0.00256•Kz"KA*Kd'VA2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.924 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 266-1) V(Design Wind Speed) 117 mph (Fig.26.5-IA) Risk Category= ll (Table 15-1) qh= 27.S psf 0.6-qh= 16.51 SbotlgiF. . ,.. Zone 1 Zone 2 Zone 3 Positive GCp= -0.% -1.69 -2.59 0.50 Uplift Pressure= -14.85 psf -27.99 psf -42.84 psf 8.22 psf Attachment Dead Load= 3.[0 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00ft 4.00ft 4.0]ft Longitudinal Length= 2.73 ft 2.73 ft 2,73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Attachment Uplift= -14216 48611, 44816 tessateartlalN[A"ft'clock , Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 20516 (NDS Eq 11.2.1) Allowable Withdraw Opacity= 82016 (NDS Table 10.3.1) 8201b capacity>4481b demand Therefore,OK Log Sa+'ir Shr.`fa W dt r owd, Embedment Depth Reduction Factor 1 Snow Lateral Force= 129 lb Attachment Lateral Opacity= 28811, (NDS Table 11K) 287.51b capacity>129 lb demand Therefore,OK 3 of Project Barbara Neulinger—Job#: 2018-02048 Date: 3/29/2018 Engineer: YIP Framing Check ARRAY 1/2 PASS w=85 plf Dead Load 4.5 psf PV Load 3.0 psf Snow Load 35.0 psf Member Span=6'-4" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 42.5 psf Member Properties Member Size 5(M9) I(in-4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 24"o.c. SYeckBeadirtSthaia Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (W2)/8 = 426.181 ft# = 5114.17 in# Actual Bending Stress=(Maximum Moment)/5 =676.3 psi Allowed>Actual--45%Stressed — Therefore,OK Check Detlectl Allowed Deflection(Total Load) = 1/120 (E 14D0000 psi Per NDS) 0.633 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*1) = 0.069 in = L/1102 < L1120 Therefore OK Allowed Deflection(Live Load) = L/180 0.422 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.088 in L/864 < L/180 Therefore OK Check Shear Member Area= 8.3W2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114lb Max5hear(V)=w*L/2 = 26911, Allowed>Actual--24.2%Stressed -- Therefore,OK 4of5 Project: Barbara Neulinger-- Job#: 2018-02048 Date: 3/29/2018 Engineer: YP Lateral Check:780 CMR Ex Wet$htof EtfectedlHtmM _ Level Area We In ps Weight(lb) Roof 1624 sf 4.5 psf 7308 l6 Ceiling 1624 sf 6opsf 9744 lb Vinyl Siding 1303 sf 2.0 psf 260716 (15.5'Waf Height} Int.Walls 652 sf be psf 3910 lb Existing Weight of Effected Building 23569 lb Pfopnsed Weight of PY.9Pprd: Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 302 sf Approximate Total Weight of PV System 90616 10%of Existing Building Weight(Allowed) 2357 lb Approximate Wei6t of PVSystem(Actual) 906 Ib Percent Increase 3.8% 2357 @>W6 lb,Therefore GK Per IBC 3403.4&3404.4 and by inspection,portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore,the existing structure may remain unaltered. 5 Of SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS FPAGE# DESCRIPTION • SYSTEM SIZE:4845W DC, 7600W AC ALL WORK SHALL COMPLY WITH NEC 2017,2015 IBC, MUNICIPAL CODE,AND SOLAR MODULES COVER SHEET • MODULES: (17) REC SOLAR: 0WAC TP2 BLK ALL MANUFACTURERSLISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE RAIL SITE PLAN • INVERTER((): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017.(1) SOLAREDGE TECHNOLOGIES: SE7600A-USS2 WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. MP MAIN PANEL LAYOUT • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLYREVENUE GRADE METERING GROUNDED IN THE INVERTER. ELECTRICAL • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. SP SUB-PANEL —aSEE PEN D03. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SIGNAGE • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. STANDOFFS& • BATTERY: (1)LG CHEM RESU 10H-SEG,9.8 KWh, 5KW • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. PV LOAD CENTER FOOTINGS LITHIUM-ION BATTERY (WEIGHT:214LB EACH). • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II LCm CHIMNEY MODULES, ARE CLASS A FIRE RATED. SM SUNRUN METER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT © • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). PM DEDICATED PV METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. INVERTER(S)WITH CJ FLUSH ATTIC VENT • 9.66 AMPS MODULE SHORT CIRCUIT CURRENT. INV INTEGRATED DC o PVC PIPE VENT • 15.09 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. AC DISCONNECT AND AFCI FOR STRUCTURAL ONLY 91 AC DISCONNECT(S) ® METAL PIPE VENT DC ® T-VENT DC DISCONNECT(S) jN UL O PAUL K. K. qp SATELLITE DISH FEB] COMBINER BOX ZA FIRE SETBACKS CTUR II— � STRRUUCTURAL m +iF BATTERY No.50100 HARDSCAPE 067 0100 AT AUTOTRANSFORMER —PL— PROPERTYLINE SS/pNqL V' BP BACKED UP LOADS F— —1 INTERIOR EQUIPMENT PANEL �[J SHOWN AS DASHED E� SOLAREDGE METER SCALE NTS s u n ru n A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION lehe DC DIRECT CURRENT #180120 0 ..'Nsw (E) EXISTING sr STREETLBO6Qucx.MAon62 Area �M'q EXT EXTERIOR FOREST STREET X m FIRM FRAMING 1.ool sae sTm Loa INT INTERIOR CUSTOMER RESIDENCE: Mamoalaf Park ., , .. LBW LOAD BEARING WALL BARBARA NEULINGER +may t" MAG MAGNETIC 87 RYAN ROAD, '?• • . u.m Sb Pa* MSP MAIN SERVICE PANEL NORTHAMPTON, MA,01062 floRERcc (N) NEW ® NTS NOT TO SCALE TEL(413)387-7734 �97Rlaa Roa 6 r OC ON CENTER APN#: NHAM-000022D-000007-000001 PRE-FAB PRE-FABRICATED PROJECT NUMBER: A PSF POUNDS PER SQUARE FOOT 221R-087NEUL ,_ Northamp(on e PV PHOTOVOLTAIC Smith Ooikge TL TRANSFORMERLESS 720.475.7995 D TYP TYPICAL DESIGNER. �~ 6 V VOLTS MARGARET CAULEY W WATTS SHEET rJ REV NAME DATE COMMENTS COVER SHEET REV-A 3/28/2018 PAGE PV-1.0 lg ARRAY TRUE MAG PV AREA SITE PLAN DETAIL-SCALE=1116"=T-0" SITE PLAN-SCALE= 1/64"=T-0" PITCH AZIM AZIM (SOFT) ® ® AR-01 18° 240' 254° 179.7 AR-02 18° 60° 74° 125.8 4 (E) FENCE (E) RESIDENCE �y10 OF&tl PAUL K. '^9�b. ZACHER (N)ARRAY AR-02 STRUCTURAL rn No. 50100 06/30/10.A SS/ONAI Yr (N)ARRAY AR-01 (E)GATE _ sunrun #180120 -, iX FOPEBi SiPEEi MW,MNVLBOPOWH.Mn 01)4 �yP CUSTOMER RESIDENCE: BARBARA NEULINGER 87 RYAN ROAD, NORTHAMPTON, MA, 01062 TEL.(413)387-7734 T APN#:NHAM-000022D-000007-000001 III TBP SEMI ~DTMP �y��OPO PROJECT NUMBER'. IF O �/ ['_]O 221R-087NEUL INV AT AC 0 SE DESIGNER: 720.475.7995 MARGARET CAULEY SHEET SITE PLAN REV:A 3/28/2018 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME NAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORV ATTIC WOOD RAFTER 2 X 6 6'-8" 24" --- 4'-0" 1'-11" REC SOLAR: REC285TP2 BILK 4' 0" 1' 111, MODULE DIMS: AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 6'-8" 24" 65.94"x 39.25"x 1.49"(38mm) MODULE CLAMPS: D1 -A R-01 - SCALE: 3/16"= V-0" Portrait:8.2"- 164' PITCH: 18° Landscape: 4.9"-9.8" AZIM: 240° MAX DISTRIBUTED LOAD: 3 PSF ® SNOW LOAD:40 PSF WIND SPEED: 117 MPH 3-SEC GUST. 6"- 16'-7" —S-11"— LAG SCREWS: 5/16"x4.0":2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE O--¢- PROCEEDING. }-4'TYP—{ PENETRATION SPACING: 0- FULLY STAGGERED — 0— — 9'-11" �ytN OFM4,�y9 0— PAUL K G- o-- O— — !}- — — O'-- ZACHER STRUCTURAL m 6" 8/ONAL D2 -AR-02 -SCALE: 3116"= 1'-0" s u n r u n PITCH: 18" ALM:60° ® 6" 10'-4" 13'-3" - #180120 �- FOPFSi SiPEEi MUO,MPftL00POUGN.IMUlI53 P%W553895�85]1 6" 0 CUSTOMER RESIDENCE: BARBARA NEULINGER —4'TYP— 87 RYAN ROAD, NORTHAMPTON, MA, 01062 TEL(413)387-7734 APN#: NHAM-000022D-000007-000001 C3 PROJECT NUMBER: 221R-087NEUL DESIGNER'. 720.475.7995 MARGARET CAULEY SHEET - LAYOUT REV: A 3/28/2018 PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE METER#. O NATIONAL GRID 98682485 (N)SOLAREDGE UTILITY (2)CURRENT TRANSFORMERS SOLAREDGE METER AUTOTRANSFORMER GRID SE-ACT-075'0-mo Sb SE-MTR2O40-2-200-51 5a SEAUTO-TX-5000 SUI PLY SIDE TAP M Fe PV MODULES SOLAREDGE TECHNOLOGIES. 2 1 REC SOLAR'. REC285TP2 BLK SE7600A-USS2 WITH _� �� (17)MODULES (N)LOCKABLE REVENUE GRADE METERING OPTIMIZERS WIRED IN'. �1 EXISTING 100 I 7600 WATT INVERTER -� (1)SERIES OF(17)OPTIMIZERS MAIN BREAKER BLADE FUSETYPE (N)LOCKABLE soca JUNCTION BOX BLADE TYPE MIN RATED NE 3R AC DISCONNECT AC DISCONNECT 15A BREAKER 7 4 4 Ea 3 SOLAREDGE POWER OPTIMIZER o P320 0 0--0 EXISTING 4RA OUV LOAD$ 25A FUSES 125q 4 LG CHEM RESU 10H, 9 8 KWh, 5KW i� MAIN 40A FUSES SQUARED LOAD RATED DC DISCONNECT, _ (1) ENERGY STORAGE SYSTEM FACILITY SQUARE D AFCI, RAPID SHUTDOWN AND PANEL DU222RB 520V MAX VOLTAGE, LOADS D222NRB FUSED BATTERY INPUTS 3R,60A2P 14.3A MAX CURRENT 3R,60A ffFEEDER)25A 120I240VAC 120/240VAC NEMA3R REAKER i (N) 100 MAP BACKED UP LOADS PANELE CONDUIT SCHEDULE s u n r u n # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (2)10 AWG THHN/THWN-2 NONE (1)8 AWG THHWTHWN-2 (2) 10 AWG THHNITHWN-2 NONE (1)8 AWG THHN/THWN-2 #180120 3 3/4"EMT OR EQUIV. 7M FOREST STREET, 00.MARtADROUGH,M017524-WIRE 24 AWG SHIELDED TWISTED PAIR CABLE, 600 VOLT INSULATED vrvaNE eeaas�aszT FN 0055289101 4 3/4"EMT OR EQUIV. (2)8AWGTHHN/THWN-2 I (1)8AWGTHHN/THWN-2 (1)8 AWG THHWTHWN-2 CUSTOMER RESIDENCE: NOTES TO INSTALLER: 5a 314"EMT OR EQUIV. RS486 24 AWG SHIELDED TWISTED PAIR,600 VOLT INSULATED 1. 17 VOC EXPECTED OPEN CIRCUIT STRING VOLTAGE. BARBARA NEULINGER CT SENSE-(2)22AWG SHIELDED TWISTED PAIR 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 87 RYAN ROAD, 5b 3/4"EMT OR EQUIV. BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. NORTHAMPTON, MA, 01062 (2) 14 AWG THHNITHWN-2 (1) 14 AWG THHNITHWN-2 (1) 14 AWG THHWTHWN-2 (2) l AWG THHNITHWN-2 (i) 10 AWG THHNITHWN-2 (1) 10 AWG THHNITHWN-2 MODULE CHARACTERISTICS P320 OPTIMIZER CHARACTERISTICS: TEL (413)387-7734 6 3/4" EMT OR EQUIV. REG SOLAR: REC285TP2 ELK: 285 W MIN INPUT VOLTAGE: 8 VDC APN#. NHAM-000022D-000007-000001 (2)24 AWG THHN/THWN-2,600 VOLT INSULATED OPEN CIRCUIT VOLTAGE: 38.6 V MAX INPUT VOLTAGE: 48 VDC PROJECT NUMBER. 7 3/4"EMT OR EQUIV. (2)6AWG THHNITHWN-2 (t)6AWG THHN/THWN-2 (1)8 AWG THHNITHWN-2 MAX POWER VOLTAGE. 31.9V MAXINPUTISC: 11 ADC 221R-087NEUL SHORT CIRCUIT CURRENT: 9.66 A MAX OUTPUT CURRENT: 15 ADC DESIGNER: 720 475.7995 SYSTEM CHARACTERISTICS-INVERTER / MARGARET CAULEV SYSTEM SIZE'. 4845 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 17 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 350 V MAX ALLOWABLE DC VOLTAGE: 500 V REV: A 3/28/2018 SYSTEM OPERATING CURRENT. 13.84 A SYSTEM SHORT CIRCUIT CURRENT: 15A PAGE PV_4.0 • • • ► PHOTOVOLTAIC AC DISCONNECT , . PHOTOVOLTAIC SYSTEM POWER • • COMBINER PANEL ELECTRICAL SHOCK HAZARD LABEL LOCATION: DO NOT ADD LOADS DO NOT TOUCH TERMINALS. IN BEL AND EXTERIOR DC CONDUIT EVERY 1 O FT,AT EACH TURN,ABOVE AND INION DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. LABEL LOCATION TERMINALS ON BOTH THE LINE BELOW PENETRATIONS.ON EVERY JB/PULL BOX CONTAINING OC CIRCUITS. PER CODE(S) CEG 2016 690.54,NEC 2011 690 54,NEC PHOTOVOLTAIC AC COMBINER(IF PER CODE(S)'.CEG 2016:690,31(G)(3),690.31(G)(4),NEC 2017:690.31(G)(3), 2014:69054,NEC 2011 690.54 APPLICABLE). ANDLOADSIDESMAYBE 69031(G)(4),NEC 2014690S1(G)(3),69031(GIN),NEC 201169031(E)(3), PER CODE(S):CEC 2016, 6W 31(E)(4), IFC 2012:W5.1tt4 705121DX2)(3)(Q, NEC 2014- ENERGIZED IN THE OPEN 70512(DK2)(3X�).NEC 2011 705.12(0)(4) POSITION NOTES AND SPECIFICATIONS LABEL LOCATION: •SIGNS AND LABELS SHALL MEET THE REUUIREMENTS OF THE NEC 2017 ARTICLE INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL 11021(8),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR (IF APPLICABLE). IF REQUESTED BY THE LOCAL AHJ. PER CODE(S)'.NEC 2017.692.17 •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS.COLORS AND SYMBOLS. .LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL 7DO OWER SOURCE OUTPUT BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. CONNECTION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT LABEL LOCATION'. INVOLVED. NOT RELOCATE THIS ON OR NO MORE THAN 1 M(3 FT)FROM THE SWITCH. •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535 0-2011,PRODUCT SAFETY PER CODE(S)..NEC 2017'690.56(C)(3) SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIEDVERCURRENT DEVICE j .DO NOT COVER EXISTING MANUFACTURER LABELS. LABEL LOCATION: ADJACENT TO PV BREAKER(IF APPLICABLE). PER CODE(S).NEC 2017 705 12(13)(2)(3)(b) INVERTER 1 DUAL POWER SUPPLY SOLAR PV SYSTEM EQUIPPED • � ,2, /L`� aoo SOURCES: UTILITY RELEGRID WITH ^ - P'D.,,SHUTDOWN ,s sunrun AND PV SOLAR ELECTRIC ,VVL]` SYSTEM LABEL LOCATION'. LABEL LOCATION: UTILITY SERVICE METER AND MAIN INVERTER(S),DG DISCONNECT(S). SERVICE PANEL. PER CODE(S).CEC 2016.690.53,NEC 2017:69053,NEC PER CODE(S):GEC 2016:705.12(D)(3), I IRA 11']RAPID PD 2014:690.53.NEC 2011:690.53 TU NEC 2017:705.12(B)(3).NEC 2014: 1 V 11180120 705.,2(D)(3), NEC 2611:705.1 2(D)(4) SHUTDOWN SWITCH TO T.FE Ee,6szr nunaLwaoocx.Mn owsx SOLAR ELECTRIC THE "OFF" POSITION TO z< PV PANELS CUSTOMER RESIDENCE BARBARA NEULINGER 87 THIS EQUIPMENT FED BY SHUT DOWN PV NORTHAMPTON, MA,01062 MULTIPLE SOURCES. TOTAL SYSTEM AND REDUCE TEL(413)387-7734 RATING OF ALL SHOCK HAZARD IN THE APN# NHAM-000022D-000007-000001 OVERCURRENT DEVICES PROJECT NUMBER. EXCLUDING MAIN SUPPLY ARRAY, 221R-087NEUL OVERCURRENT DEVICE SHALL DESIGNER. 720.475.7995 NOT EXCEED AMPACITY OF MARGARET CAULEY BUSBAR. SHEET LABEL LOCATION. LABEL LOCATION'. SIGNAGE UTILITY SERVICE METER AND MAIN SERVICE PANEL. ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S)',CEC 2016:105.12(D)(2)(3)(c),NEC 2017: DISCONNECTING MEANS TO WHICH THE PV SYSTEMS 705.12(D)(2)(3)(c).NEC 2014.705.12(D)(2)(3)(0),NEC ARE CONNECTED. REV'. A 3/28/2018 2011:705.12(D)(4) PER CODE(S).NEC 2017:690.56(C)(HU) PAGE PV-5.0