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23B-087 35 HATFIELD ST BP-2018-1368 GIS#: COMMONWEALTH OF MASSACHUSETTS Map Block:23B-087 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Categorv:SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2018-1368 Proiect# JS-2018-002427 Est.Cost,$10472 00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SUNRUN INC 080034 Lot Size(so. ft.): 13939.20 Owner. ABDULAZEEZ MOHAMED Zoning URB(l 00)/ Applicant. SUNRUN INC AT. 35 HATFIELD ST Applicant Address: Phone: Insurance: 734 FOREST ST STE 400 (978) 793-8584 WC MARLBOROMA01752 ISSUED ON.6/20/2018 0.00:00 TO PERFORM THE FOLLOWING WORK.•ROOF MOUNT SOLAR- 16 PANELS, 5.6KW 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: Home# 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 Occuoancw simiature- FeeTYoe: Date Paid: Amount: Building 620/2018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner �olcc � Depmonent use only City of Northampton Stews of Permit: Building Department Curb CuVDdvewey Permit 212 Main Street Sewer/Sepc Avarla ay Room 100 Water/Well Avalability Northampton, MA 01060 Two Sea of Structural Plena phone 413587-1240 Fax 413587-1272 PloVSBe Plans Other Spedy APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 ProoeM Addrea: This section to be completed by oe4e 35 Hatfield St Northampton MA 01060 Map 23B Lot 067 Unit 001 Zone Overlay District Em at owtr on oismet SECTION 2•PROPERTY OWNERSHIPIAUTNORIZED AGENT 2.1 Owner of Record: Mohamed R Abdulazeez 35 Hatfield St Northampton MA 01060 Nemo(P" Current WON Address: 413214-4986 Teamone 2.2 Authorized Ment Craig Om 734 Forest ST STE 400 Marlborough MA 01752 Name(PM1e Current Melling Address: t/� 978-793-8584 Mpulve T SEC710N 2-ESTIMATED CONSTRUCTION COSTS Hem Estimated Cat(DOOM)a be Official Use Only completat!by Ponnit applicant 1. Buildhp $3142.00 (a)BWlding Penna Fee 2. ENcbkM (b)Estimated Total Cost of $7330.00 Construction from 3. Plumbing Building PermN Fee 4. Mechanical(HVAC) Y �� 5.Fie Protection 6. TNaI•(1 +2+3+4+5) $10472.00 Check Number 7/ This Section For Oltichd Use Only Building Perna Number: Date Medd: Sign BdMeq I ECEIVED Dow L!N 2 0 2018 DEPT.OF EUILDMC,INSPEOPONS NORTHAMPTON.MA 010fi0 Section 4. ZONING All Information Aust Be Completed.Permit Can be named Due To Immolate bdomiadm Existing Proposed Requited by Zoning Thi.W.m be Mud in by Budding Depamnmt Lot Sin .0.32 Acres 0.32 Acres Frontage Setbacks Front Si& L: - R: L: R: Rear Building FFeight Bldg.Square Footage % DPW Span Faa4e % (Lux am mime bdgd quad N of Parking Spaces Fill vdvma d lamtian - A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW Q YES O IF YES,date Issued:.. IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW ® YES IF YES: enter Book Page and/or Document g B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW O YES O IF YES, has a pemdt 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 IF YES,describe size, type and location: D. Are there any proposed charges to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the cvhsbudion activity distwb( ring,grading, vaton,or Sling)over 1 ave or is it pan of a common plan that will dsturb over 1 acro? VES NO !/ IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable New House ❑ Addition ❑ ReplacomeMNSndovn AIMration(s) Roofing ❑ Dr Door Accessory Bldg. ❑ Demolition ❑ New Signs [O] Docks [p Siding p] 0 r ry� Rooftop Sblar Brief Description of Proposed Work Installation of an interconnected rooftop PV system. 16(350w)panels 5.6 KW DC Alteration of costing bedroom_yes_X_No Adding new bedroom Yes X No AttachedName#" Renovating unfinished baaemaM _Yu _)_C_No Plans Attached Roll -Sheet an.If Now house and or addition to exisUna housing-complete the following, a. Use of building:One FamRy X Two Family Omer b. Number of moms in each hardy unit Number of Bathrooms c. Is Bars a garage attached? d Proposed Square foolage of new construction. Dimensions e. Number of stades? 1 C Method of heating? Foeplaces or WoodsMwe Number of each g. Energy Conservation Compliance Masehek Energy Compliance form attached? h. Type of construction 1. b wrwUucbon wititin 10D R of wotiands?_Ya X No. Is construction whhin 100 yr. floodplain_Yea_No j. Depth of basement or collar lbor below finished gads k. Will building oonkam to the Building and Zoning regulation? Yes No. I. Ssptic Tank_ CAy Sewer_ PdwawaR_ Clywo%r$W*_ SECTION To-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behag,in crit matters rsiatiw to work authorized by this building permit application. dOww Dole d, Craig Om as OwneclAuthodred Agent hereby dad"the the statements and Information on the foregoing application aro true and accurate.an the best of my knoMedge and belief. Signed under the pains and penalties of perjury. Craig Om Rha Nome SIItWureOfAger Dee SECTION S-CONSTRUCTION SERVICES S.1 Licensed Construction Superdsor. Not Applicable ❑ Nummucenae Nom: Craig Om CS-080034 License Numbw 734 Forest ST STE 400 Marlborough MA 01752 0122/2019 Atldeg Expansion oars 978-793-8584 Slpieure Telephone gaga Not Applicable ❑ Sunrun Installation Services 180120 Campam Name Regbbation Number 734 Forest ST STE 400 Marlborough MA 01752 10/132018 C'� Expiration Data Talaphorp 978-793-8584 SECTION 10-WORKERS'COMPENSATN)N INSURANCE AFFIDAVIT(hLO.L.c.162,;26C(6)) Waken Compensation lmalbdavit must be completed and suhrclb0 with this application.Failure to provide this egidevg witi rewtt In the deraal of the Issuance of the bulkling pan* Signed AOMevit Attached Vg....... JK No...... O 11. - Home Owner Exemption The current exemption fa'lmmeowsnerf was extended to include Owner- misted Dwelling ofone(1) ortwo(2)families and to allow snub hour owner lo engage an individual for hire who does not poseurs a license,provided that the owner acts, se somnybor.CMR 780, Sixth EMM Section 1003Sf. D4nifkm of Homeowner.Person(s)who own a parcel of Wel on which he/she resides or intends te reside,on which there is,or is intended to be,a ons or two funny dwelling,attached or detached structures accessory to such use gds or farm structures.A�Who wastructs menthan am how to a ftp nr period sball nothe conaidesnall a ha Such"homeowner"Mall submit to the Building Official,on s sant acceptable to the Building Official.that he/she than he responsible for ag each work pMormed underthbuMm verusit As acting Comtmdbn Supervisor your presence on thejob site will be required from time to time,during and upon completion of the wort for which this permit is issued. Also be advised that with refee ser to Chapter 152(Workers'Compemetion) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General laws Annotated,you may be Debts for person(:) you hire to perform work for you under this permit The undersigned"homeowner"certifies and ammnea responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and Sate of Massachusetts Genual Laws Annotated. Homeowner Signature City of Northampton 212 Main Street,Northampton,MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a property licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 35 Hatfield St Northampton MA 01060 The debris will be transported by: Truck The debris will be received by: Summn Dumpster 734 Forest ST STE 400 Madbomugh MA Building permit number. Name of Permit Applicant cmig om Date Signature of Permit Applicant The Commonwealth of Massachusetts Department oflndashialAmidents Office oflnvestigadons I Congress Street,Suite 100 Boston,MA O211I-2017 wwmanassgov/dia Workers'Compensation Insurance Affidavit: Bar7den/Contractors/Electriciana/Plmnbefs Applicant Information Please Print Legibly Name(B oinentOrganintiaJlndividuel): Sunrun Installation Services Address: 775 Fiero Lane STE 200 City/State/Zip: San Luis Obispo CA 93401 Phone B: 978-793-8584 Aro you an employer?Cheek the appropriate box: Type of project(required): 1.® I am a employer with 35 4. ❑ 1 am a general contractor and I employee(full and/or part-time).. haw hired the sub haetors 6. []Nmconstruction 2.❑ I an a sole proprietor or partner- listed on the attached shat. 7. ❑Remodeling ship and haw no employes These sobrgntracmrs haw & ❑Demolition working for me in my capacity. employer and have wockea' 9. ❑Building addition [No work='comp insurance comp.inumance.: required.] 5. ❑ We arc a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowum doing all work officers have exercised their 11.❑Plumbing repairs or additions o workers•comp right of exanption per MGL 12.[]Roof repairsinsurance required.]t c. 152.§1(4),and we haw an employ— [No wos6ae• 13.2 Other Rooftop Solar comp.insurance required.] til pglhrtonrrrda thiso amtab mng".dkgvw rbwiy ash wwaem•mmpeewroa pottyhom. bn. t Fbmmwe¢weInkthsnit d6dawt irdicatigaeY as doers rtl work and Mxa hueemsidemhgms mmathmitaneor m6. iod ki.bew8. t(`ppancmm Ma raedcadsbmmmnmcbedm tlaiaaa dm>boMmasae name ofthe subsmnatasmdwmaaemm war nmemriam hive mgbtew. BtheaWewmavahw®ptoJ+w.lYyswapwvitsrheh wwkwa'ewtap.pptlwvmhm. I an an erWNioiwd &prartdng workers'compensation hunwounfor aty emph7aan Behowbrokepoilryandjebalit Irrmmrra Company Name: Zurich Amarincen Insurance Company Policy#orself-ins Lie.#: WC013696003&WC013696103 El piration Date: 10/012018 Job Site Address: 35 Hat0eld St City/St WZip: Northampton MA 01060 Attach a copy of the workers'eompeoatim,policy declaration page(showing the Policy number and expiation date). Failure to secure coverage sa required under Section 25A of MGL c. 152 an lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well a civil peehies in the form of a STOP WORK ORDER and a fine of up to$250.00 a day usurer the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for moursnce coverage verification. I do hereby ardfy under the poles andpenaales ofper/nry that the information pmutdd above Is true and correct h,» Sig ( 1177- e5 — 84 0fl%cI i use only. Do not write In this arra,to be amplesd 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#: A�a CERTIFICATE OF LIABILITY INSURANCE DATE IMMIGG`"'-`I x111/2017 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. N 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 to the certificate holder in lieu of such endoreemen s. AME PRODUCER NAME. Arthur J ceBrokers Gallagher f Co. EXON1- .415-546-93D0 FP% .415-536-8499 Insurance Brokers of CA. Inc. License 40726293 EMAIL 1255 Battery Street 4450 ADDRESS San Francisco CA 94111 INSURERS AFFORDING COVEMGE XAICp INSURER A 2Unch American Insurance Company 16535 INSURED SUNRINC-01 INSURER e.Navi atons Specialty Insurance Com an 36056 Sunrun Installation Services, Inc. INSURER C^. 775 Fiero Lane, Suite 200 INSURER D San Luis Obispo,CA 93401 INSURER E: 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 REOUIREMENT,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. TYPE OF INSURANCE POLICY EFF POLICY ESP LIMITS ILra INS. YIYD POLICY NUMBER MMBORPOOD MMIDNYYW B X COMMERCIAL GENERALLWB1.U'W Y LAI 7CGL230321 IC 10/1/2017 10/112010 EACH OCCURRENCE $1,000,000 CIAIMSMAOE PREMISES EMISES Ea rcarteM $300,000 X $SO COOReientlon ME.EYE(Any me 1.) $5000 PERSONAL S ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2000,000 X POLICY O LIRI LOC PRODUCTS COMP/OPAGG $2.000,000 OTHER. Tual Polley UmX $10,000,000 A AUTOMOBILE LIABILITY Y MP915542504 10/1/2017 10/112015 E ) $2nl $2,000000 % ANY AUTO BODILY INJURY(Per Per—) $ AV.TOSOONLY AUTOEULEO aOOILY INJURY ffee=WC S HIRED NON-0VMEOMA S AUTOS ONLY AUTOS ONLY Px.-Rnnl $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CIAIMS-MAGE AGGREGATE 5 DEC RETENTIONS S A WORKERS COMPENSATION WC 1011/201] 10/112018 % STAPERTUTE OERH A AND EMPLOYERS'LIABILITY YIN WC%3595103 1011/201] 10/1/2015 NY PROPFon.r%0RPARTNENE%ECJLGE ❑XIA ED MMry EL EACHACCIDENT $1000,000 OF,CCebIn NE)E%CLVDEO'1 EL DISEASEEA EMPLOYEE 51,000,000 11UReealEBunRm DESCRIPTION OF OPERATIONS belvx EL.DISEASE-POLICY LIMIT 51000000 DESCRIPTION OF OPECITIONSILOCATION51VEHICLES(ADDED 101,AR4ltloml Rxnaeke SRFMI ,may be aNcbW amore nnvan nyulntll WC013696003-$25,000 Deductible;WC013696103-FL, HI, MA, NJ, NY,OR,VA,WI onlyy. 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 City of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 212 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Northampton MA 01060 AUTHOCUED REPRESENTATVE to ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Craig Orn if 734 Forest Street, Unit 400, Marlborough, MA 01752 (978)793-8584 craig.orn@sunrun.com mapermits@sunrun.com Massachusetts Department of Public Safety Construction Supervisor Board of Building Regulations and Standards Restricted to: unrestricted-Buildings of any use group which contain License:CS-060034 less than 35,000 cubic feet(991 cubic meters)of Construction Supervisor enclosed space. r CRAIG M URN 73 WALNUT ST N OXFORD MA 01540 Failure to possess a current edition of the Massachusetts a„— �cpimtion: State Building Code Is cause for revocation of is license. Cummissio or 01122@0}9 DPSUcenshlginformationvistt:WWW.MASS.GOVIDPS AMML ame a cws.r avaa.a ems.0 M.awu.. HOMEMPHOlMINI rCOmPFCTM TTS ., &egYnMq Gva atommum rWIMMO note) 10131%la session Code Ovin kwobdolT somites inc, 775 per,I'llau*gw W — San lab Obispo.CkM401 U r l)ndwaaorelary u wear..+ v r+xurw-.�uiWanrw Reg,seesumveso forkwilvkhud uss out W. OMae a c,le,um Asea aw wears RwwM is Pert pose-sole stn arerr,ISA Mitts f�i of valid without NOnetlae MKehMWlLaada.maumellAA'Nlsou/Wb9a0t�7h0137pojedrt=, 1n PZ® structural June 15,2018 ENGINEERS Sunrun Inc. 133 Technology or,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:18-05401 Client:Mohamed Abdulazeez-221R-035ABDU Address:35 Hatfield St.,Northampton,MA 01060 Ann.: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 @ 16"o.c.SPFp2 at ARRAYS 1&2.The rafters are sloped at approximately 25 degree and have a maximum projected horizontal span of 11 ft 9 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=26.3 psf ARRAYS 1&2 • Roof Dead Load=7.7 psf ARRAYS 1&2 • Basic Wind Speed=117 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAYS 1&2: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 modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 780 CMR. If you have any questions on the above,do not hesitate to call. Prepared By: PZ5E,Inc.-Structural Engineers Roseville,CA Q 1478 Stone Point Drive,Suite 190, Roseville,CA 95661 916.961.3960 916.961.3965 v .pzse.com HE June 15,2018 EtNGINE�ERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 18-05401: Mohamed Abdulazeez-221R-035ABDU The following calculations are for the structural engineering design of the photovoltaic panels located at 35 Hatfield St.,Northampton, MA 01060.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. ''A\'ZN OF"1gSp9 PAUL K. Prepared By: ZACHER y PZSE, Inc.-Structural Engineers STRUC5TnUnR�AL y Roseville,CA «lso/ AL 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 - www.pne.com Project: Mohamed Abdulazeez--Job#: 18-05401 IDate: 6/15/2018 Engineer: MA Gravity Loading : 1loxlfritPw 1d6diLledatlm+ pr=Gmund Snow Load= Qpsf C.=Exposure Factor= 0.9 (ASCET Table 72) C,=Tumoral Factor= 1.1 (ASCE7-Ta1,1e7-3) 1=Importance Factor= 1 as,=0.T C.C,I or 35 psf (A5CE7-Eq 7-1) where IF.520 psf,Pr min=lxpr= N/A where pe>M af,Pr min=20x1= WA Per ASCE 7-0,minimum values KShall apply hip and gable mods with slopes less than 15, Therefore,pi=Flat Roof Snow Load= 35 mf p,=CA (ASCET-Eq 7-2) Cs=Slope Factor= 0.750 ARRAYS 1&2 Ps=Sloped Rood Srxwr lead= 26.3 psf ARRAYS I&2 '��,:: Sit}�y( !71/IIIYIf,YY}d ,,: ,5«, tYM' „Ya, kfAlrx}xt" ARRAYS 1&2 Note:Roof live load is removed in area's covered by PV army. Composition Shingle 4.00 Roof Plywood 1.50 2x6 Rafters to 16"o.c. 1.13 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.32 Toth goof DL ARMT51W 7.0 psf DL Adjusted to 25 Degree Slope TJ psf 2 of /A Project: Mohamed Abdulazeez--Job# 18-05401 P Date: 6115/2018 Engineer: MJL Wind Calculations Per ASCE 7-30 Components and Cladding lapptVab6W Wind Speed 117 mph Exposure Category C Roof Shape Gable Roof Slope 25 degrees Mean Roof Height 15 ft Building Least Width 29ft Effective Wind Area 19.1 sf Roof Zone Edge Distance,a 3.Oft Controlling C&C Wind Zone Zone @OPVl ?4s$Nr*A*k*Mhm Wind Pressure P=yh'(G•Cp) qh=0.00256-Kz•Kzt=of-V-2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Krt(topographlcfactor)= 1 (Hg.26.8-2) Kc!(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed) 117 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-p qh= 25.3 psf 0.6•qh= 15.19 Zone 1 Zone 2 Zone 3 Positive GCp= -0.89 -1.65 -2.S4 0.46 Uplift Pressure= -16.00 psf -25.06 psf -38.58 psf 16.00 psf Attachment Dead Load= 3.DO psf 3.00 psf 3oU psf Max Rail Span Length= 5.33 it 5.33 ft 3.SOft Longitudinal Length= 5.46(t 5.46 ft 5.46ft Attachment TributaryArea= 29.09 sf 29.09sf 19.10 sf Attachment Uplift= 41316 -67716 -70311, ..:W i9f�YItNgKf{i1f91LY'.CYgMi1 Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch 20511, (NDS Eq 12.2-1) Allowable Withdraw Capacity 8201b (NOS Eq 11.}3) 82016 capacity>70316 demand Therefore,OK -::,} . : itlltYlyad111MMAp6d4f1dYR3t- .. Embedment Depth Reduction Factor 1 Snow Lateral Force= 23716 Attachment Lateral Capacity= 2881b (NDS Table 12K) 287.5lb capacity>23716 demand Therefore,OR 3 of Project: Mohamed Abdulazeez--Job#: 18-05401 Date: 6/15/2018 Engineer: MJL Framing Check ARRAYS 1&2 PASS w=49 plf Dead Load 7.7 psf PV Load 3.0 psf Snow Load 26.3 psf neSAttfklN�dlb " ".' `y` Member Span=11'-9" V Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 37.0 psf r. �= -a MtAMMIl4M. .. Member Size 5(iO3) 1104) Lumber5p/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. Fb(psi)= fb x Cd x Cf x Cr (NDSTable43.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wLA2)/8 = 851.385 fig = 10216.6 in# Actual Bending Stress=(Maximum Moment)/5 =1351 psi Allowed>Actual--89.9%Stressed -- Therefore,OK - .. , 400000...`".a.. Allowed Deflection(Total Load) L/120 (E=1psi Per NDS) = 1.175 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.572 in = L/247 < L/120 Therefore OK Allowed Deflection(Live Load) = Lf180 0.783 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.517 in L/273 < L/380 Therefore OK Chad Shaw Member Area 8.3 mA2 Fv(psi)= 135 psi (NDS Ta ble 4A) Allowed Shear = Fv*A = 1114lb Max Shear(V)=w*L/2 = 290 lb Allowed,Actual--26.1%Stressed -- Therefore,OK 4of5 jF I Project: Mohamed Abdulazeez— Job#: 18-05401 S� J (� Date: 6/1512018 Engineer: MJL Lateral Check: 780 CMR Edgln Wolghtof-Pit I, doulift Level Area Weight s0 Weight(lb) Roof 1223 sf 7.7 psf 942016 Ceiling 1223 sf 6.0 psf 734016 Vinyl Siding 713 sf 20 psf 1427 lb (10'Wall Height) Int.Walls 357 sf 6.0 pst 2140 lb Existing Weight of Effected Building 20327 lb Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 284 sf Approximate Total Weight of PV System 65216 10%of Existing Building Weight(Allowed) 2033 lb Approximate Weight of PV System(Actual) 952 lb Percent Increase 4.2% 2033 lb>852 lb,Therefore OK Per IEBC 402.4&403.4 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 P AGERIPTION • SYSTEM SIZE:5600W DC,5000W AC • ALL WORK SHALL COMPLY WITH NEC 2017,2015 IBC,MUNICIPAL CODE,AND SOLAR MODULEftRAIL SHEET • MODULES: (16) LG ELECTRONICS:LG350Q1C-A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE• INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PLAN(1)SOLAREDGE TECHNOLOGIES:SE5000H-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. OUTREVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL• RACKING: GROUNDED IN THE INVERTER. TRICALOPTION 1: SNAPNRACK RL; FLASHTRACK COMP.SEE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR B MOUNT STANAGE DETAIL SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL SNR A MOUNT &FOOTINGS OPTION 2: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SEE PEN D03. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I' OR TYPE II CHIMNEY MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). L3 ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FLUSH ATTIC VENT • 10.77 AMPS MODULE SHORT CIRCUIT CURRENT. • 16.82 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8 (b)]. PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH ® METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT For Structural Only FAQ AC DISCONNECT(S) CD Q SATELLITE DISH DC DISCONNECT(S) FIRE SETBACKS EEO CB 0 COMBINER BOX HARDSCAPE F— 7 INTERIOR EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED SCALE:NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT (E) EXISTING #180120 EXT EXTERIOR » E•wess�^°°'"""'°w„'°"'""°nsz FIRM FRAMING EPltle.sse.9Ne - INT INTERIOR CUSTOMER RESIDENCE: LBW LOAD BEARING WALL MOHAMED ABDULAZEEZ MAG MAGNETIC 35 HATFIELD ST, MSP MAIN SERVICE PANEL NORTHAMPTON,MA,01060 j� (N) NEW v NTS NOT TO SCALE TEL.— OC ON CENTER APN#:— PRE-FAB PRE-FABRICATED PROJECT NUMBER: 35 Hatfield Street PSF POUNDS PER SQUARE FOOT i �IYf N"F 221 R-035ABDU PV PHOTOVOLTAIC TL TRANSFORMERLESS DESIGNER: (805)547-2619 TYP TYPICAL NICHOLAS LIVELY 5 V VOLTS W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET Northampton REV:A 6/132018 QPAGE PV-1.0 ARRAY TRUE MAG PVAREA SITE PLAN-SCALE=1116"=V-0" PITCH AZIM AZIM (SOFT) ® AR-01 25° 109° 1 194° 1 93 AR-02 25° 309° 284° 204.5 (N)ARRAY AR-02 PL (E) FENCE PL (N)ARRAY AR-01 PL Pt h QFor Structural Only 4� PAUL K. ZACHER P p STRUCTURAL m N01 0 (E) RESIDENCE f1 A . p a �SSIONAI. 4 4 _ • d° sunrun rMP PL SE AC INV #180120 Qa nFFaxEsrsmeerem,wnimaauw.w,anss a CUSTOMER RESIDENCE: MOHAMED ABDULAZEEZ 35 HATFIELD ST, NORTHAMPTON, MA,01060 PL TEL.— APN#:— PL PROJECT NUMBER: 221R-O PL 221 R-035ABDU DESIGNER: (805)547-2619 NICHOLAS LIVELY SHEET SITE PLAN REV:A 6/1312018 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR-01 COMP SHINGLE FLASHTRACK COMP.SEE DETAIL SD4)0708 1 STORY ATTIC WOOD RAFTER 2 X 6 13'-0" 16" 3.2' 5'-4" l'- 10" LG ELECTRONICS: LG35OQiC-A5 AR-02 COMP SHINGLE FLASHTRACK COMP.SEE DETAIL SD-0070a 1 STORY ATTIC WOOD RAFTER 2 X 6 13'-0" 18" 3.2' S'-4" 1'-101. MODULE DIMS: 66.93"x 40"x 1.57"(40mm) MODULE CLAMPS: D2-AR-02-SCALE:3116"= V-0" Portrait:7.9"-15.7" PITCH:25° Landscape:0"-4.7" ALM: 309° MAX DISTRIBUTED LOAD:3 PSF ® —y— 16.71„ 24,_y,� y SNOW LOAD:40 PSF WIND SPEED: 117 MPH 3-SEC GUST. LAG SCREWS: 2,9„ 5/16"4":2.5"MIN EMBEDMENT NOTE: }-5'-4"TYP—} INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED 5'7" SPANS,AND NOTIFY E.O.R.OF — ANY DISCREPANCIES BEFORE PROCEEDING. PENETRATION SPACING: FULLY STAGGERED ROW SPACING: 1.00"BETWEEN ROWS 6• I COLUMN SPACING: 0.75"BETWEEN COLUMNS D7 -AR-01 -SCALE:3/16"=1•-0" �/u n ru n PITCH: 2s° ALM: 109° r1' i #180120 ]MF[PESISTPEEf M(O,WAIMRJWM,MI.4115] sem'TYP ....1 o CUSTOMER RESIDENCE: MOHAMED ABDULAZEEZ 35 HATFIELD ST, 011'-3'• NORTHAMPTON, MA,01060 TEL— APN#:- -6-9 0 PROJECT NUMBER: 221R-035ABDU Q DESIGNER: (805)547-2619 NICHOLAS LIVELY PAUL K N. SHEET LAYOUT SNR RL REV:A 6/13/2018 PAGE PV-3.OA ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX 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 STORY ATTIC WOOD RAFTER 2 X 6 13.-0.. 16" 3.2' 4'-0" 1'-11" LG ELECTRONICS: LG350QlC-A5 AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN I i STORY ATTIC WOOD RAFTER 2 X 6 IT-13" 16" 3.2' 4'-0" 1'- 11" MODULE DIMS: 88.93"x 40"x 1.57"(40mm) D2-AR-02-SCALE:3/16"= 1'-0MODULE CLAMPS: PITCH: 25° Portmlt:7.9"-15.7" AZIM: 309" Landscape:0"-47' }—}- 16'-11"—124'-9" y MAX DISTRIBUTED LOAD:3 PSF ® I I SNOW LOAD:40 PSF WIND SPEED: 117 MPH 3-SEC GUST. 2--9„ LAG SCREWS: 5/16'4":2.5"MIN EMBEDMENT NOTE: -4'TYP-{$ INSTALLERS SPACING AND SLOPED D 5'-TSPANS,AND NOTIFY E.O.R.OF — ANY DISCREPANCIES BEFORE PROCEEDING. PENETRATION SPACING: FULLY STAGGERED fi D1 -AR-01 -SCALE:3/16"=1'-0" �/u n ru n PITCH:25° AZIM: 109° rt' 1 #180120 ]MfORE6T BIPEETMPo.M4i191P4YGH.W017U -4'TYP- Meos.zu.nol 0 CUSTOMER RESIDENCE: MOHAMED ABDULAZEEZ 35 HATFIELD ST, NORTHAMPTON, MA,01060 TEL.- APN#:- 0 PROJECT NUMBER: 221 R-035ABDU fe DESIGNER: (605)547-2619 2'11" NICHOLAS LIVELY SHEET LAYOUT SNR 5100 REV:A 6/13/2018 PAGE PV-3.0B 120/240 VAC SINGLE PHASE SERVICE OMETER#: M NATIONAL GRID 70159263 UTILITY GRID SUPPLY SIDE TAP 4 EXISTING 200A (N)LOCKABLE SOLAREDGE TECHNOLOGIES: MAIN BREAKER BLADE TYPE SE5000H-US WITH REVENUE 1 USED GRADE METERING AC DISCONNECT 5000 WATT INVERTER JUNCTION BOX PV MODULES 3 2 OR EQUIVALENT 1 LG ELECTRONICS:LG350QiC-A5 EXISTING / (16)MODULES 200Ao.o. --- ✓• OPTIMIZERS WIRED IN: MAIN — `Y (1)SERIES OF 116)OPTIMIZERS FACILITY PANEL LOADS Duo 30A FUSES LOAD RATED DC DISCONNECT SQUARE D WITH AFCI, RAPID SHUTDOWN D222NRB COMPLIANT SOLAREDGE POWER OPTIMIZER 3R,60A P370 1201240VAC CONDUIT SCHEDULE NOTES TO INSTALLER: 1. 16 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. # CONDUIT CONDUCTOR NEUTRAL GROUND 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE.CONDUCTORS ARE FIELD INSTALLED. 1 NONE (2) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 2 3/4"EMT OR EQUIV. (2) 10 AWG THHNrFHWN-2 NONE (1)8 AWG THHN/rHWN-2 s u n ru n 3 314"EMT OR EQUIV. (2) 10 AWG THHWTHWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHWTHWN-2 4 314"EMT OR EQUIV. (2)6AWGTHHN/rHWN-2 (1)6 AWG THHN/THWN-2 (1)8AWGTHHWTHWN-2 #180120 7>,roKmemu. .wnim Hw0nss vxoueeaeanam7 rucmD.�no7 CUSTOMER RESIDENCE: MOHAMED ABDULAZEEZ 35 HATFIELD ST, NORTHAMPTON, MA,01060 TEL.— MODULE CHARACTERISTICS P370 OPTIMIZER CHARACTERISTICS: APN#:— LG ELECTRONICS: LG35OQ1C-A5: 350 W MIN INPUT VOLTAGE: 8 VDC ECT ER: NUMB OPEN CIRCUIT VOLTAGE: 42.7 V MAX INPUT VOLTAGE: 60 VDC 221 PROJECTNUMB MAX POWER VOLTAGE: 36.1V MAX INPUT ISC: 11ADC SHORT CIRCUIT CURRENT: 10.77 A MAX OUTPUT CURRENT: 15 ADC DESIGNER: (805)547-2619 NICHOLAS LIVELY SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM SIZE: 5600 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 16 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V REV:A 6/13/2018 SYSTEM OPERATING CURRENT: 14.74 A SYSTEM SHORT CIRCUIT CURRENT: 15A PAGE PV-4.0 •. . , PHOTOVOLTAIC SYSTEM EN • ■ SOURCE • •' " • VAG COMBINER PANELETRICAL SHOCK HAZARD LABEL LOCATION: DO NOT ADD LOADSLABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF OT TOUCH TERM INALS. INTERIOR EXTERIOR DC CONDUIT EVERY IO FT,AT EACH TORN,ABOVE AND INTERCONNECTION. LABEL LOCATION: TERMINALS ON BOTH THE LINE BELOW PENETRATIONS,ON EVERY JB PULL BOX CONTAINING DC CIRCUITS, PER CODE(S):CEC 2016:690.54,NEC 2017:890.54,NEC PHOTOVOLTAIC AC COMBINER(IF PER CODE(S):CEC 2016:690.31(G)(3),690.31(G)(4),NEC 2017:690.31(G)(3), 2014:690.54,NEC 2011:890.54 APPLICABLE). ANDLOADSIDESMAYBE 690.31(G)(4),NEC 2014:690.31(G)(3),890.31(G)(4),NEC 2011:690.31(E)(3), PER CODE(S):CEC 2016: 690.31(E)(4),IFC 2012:605.11.1.4 705.12(D)(2)(3)(c),NEC 2014: ENERGIZED IN THE OPEN 705.12(D)(2)(3)(c),NEC 2011:705.12(D)(4) POSITION NOTES AND SPECIFICATIONS: LABEL LOCATION: •SIGNS AND LABELS SRALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL 110.21(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 HARING METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL POWER SOURCE OUTPUT BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT CONNECTION INVOLVED. (ABEL LOCATION: DO NOT RELOCATE THIS ON OR NO MORE THAN 1 M(3 FT)FROM THE SNATCH. •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.4-2011.PRODUCT SAFETY PER CODE(S)'NEC 2017:890.56(C)(3) SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. OVERCURRENT DEVICE •DO NOT COVER EXISTING MANUFACTURER LABELS. LABEL LOCATION: ADJACENT TO PV BREAKER(IF APPLICABLE). PER CODE(S):NEC 2017:705.12(B)(2)(3)(b) INVERTER 1 PHOTOVOLTAIC DO DISCONNECT DUALPOWERSUPPLY L • •• La.7a 380 sunrun SOURCES: UTILITY GRID ^5 a, x aeo AND PV SOLAR ELECTRIC CURRENT: MAXIMUM SHORT CIRCUIT s SYSTEM "'� r < �� � _- � a s z 7 LABEL LOCATION: LABEL LOCATION: UTILITY SERVICE METER AND MAIN INVERPERC CODE(S):CEC 90.53, ). SERVICE PANEL. RAPID I'') PER CODE(S):GEC 2018:890.53,NEC 2017:690.53,NEC PER COUE(S):CEC 2016:70542(0)(3), TURN RAPID 2014:690.53,NEC 2011:690.53 #180120 NEC 2017:705.12(0)(3),NEC 2014: 705.12(0)(3),NEC 2011:705.12(D)(4) rNoM� «oo.xwina+a rte.xnonu SHUTDOWN SWITCH TO :-=ARELECTRIO. M THE "OFF, POSITION TO PY VAIIS CUSTOMER RESIDENCE: MOHAMED ABDULAZEEZ THIS EQUIPMENT FED BY SHUT DOWN PV 35 HATFIELD ST, NORTHAMPTON,MA,01060 MULTIPLE SOURCES. TOTAL SYSTEM AND REDUCE TEL.- RATING OF ALL SHOCK HAZARD IN THE APN#. OVERCURRENT DEVICES PROJECT NUMBER: EXCLUDING MAIN SUPPLY ARRAY. 221R-035ABOU OVERCURRENT DEVICE SHALL DESIGNER: (805)547-2619 NOT EXCEED AMPACITY OF NICHOLAS LIVELY 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 2016:705.12(DX2)(3)(c),NEC 2017: DISCONNECTING MEANS TO WHICH THE PV SYSTEMS REV:A 6113/2018 705.12(D)(2)(3)(0),NEC 2014:705.12(D)(2)(3)(c),NEC ARE CONNECTED. 2011:705.12(D)(4) PER CODE(S):NEC 2017:890.56(C)(1)(a) PAGE PV-5.0