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0321 CAP'N LIJAH'S ROAD
'Rbfn � u o a v r ° m a ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��� T F �� OF ��'�RNNSTMBLE Application # Health Division ,' -.; E^ 3 Date Issued Conservation Division Application Fee Planning Dept. Permit Fee ,.� 10 �{ 10P., Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ih LJ- 11113L� lu Village C"k+ yi'l lE- Owner .d. P.�i , , Address C Telephone kA n Permit Request c p'o` s � e ; ae, _ 4t Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R-61 Flood Plain Groundwater Overlay Project Valuation . Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Typ ingle Famil Two Family ❑ Multi-Family (# units) Age of Existing Structure I li&Lt Historic House: ❑Yes Coo On Old King's Highway: ❑Yes W46 �13asement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other _asement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing}�I�_ new Half: existing new Number of Bedrooms: Or existing _new Total Room Count (not including baths): existing - new First Floor Room Count .0fr Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other X)�'Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No ketached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 0 Appeal # ' Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G�14!J I SQ�e Telephone Number T&-&* 5 3 fl Address License# I/IVIino 0219 UV Home Improvement Contractor# Email S-SD lat or U, Worker's Compensation # 71mair f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2011 FOR OFFICIAL USE ONLY :.APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _- Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116 Home Improvement,Contractor Registration .Type: Supplement.Card SOLAR CITY CORPORATION ' F=.-.�� ' Registration: 168572 24 ST MARTIN STREET BLD 2UNIT 11 Expiration:ration: 03/07/2019 MARLBOROUGH,MA 01752 Update Address and return card. Mark reason for change. SCA 1 0 2OM•05111 _ ❑ Address ❑Renewal ❑Employment ❑Lost Card Office of Consumer Affairs&Business Regulatior. HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only i TYPE:Supplement Card before the expiration date. If found retum to: . Hl wilmlo 1 Miradon office of Consu ner Affairs and Business Regulation 168M 03/07/2019 10 Park Pleas-Suite 5190 SOLAR CITY CORPORATION BPston+ DANIEL FONZI 3055 CLEARVIEW WAY SAN MATED;CA 9W2 � _ - Not valid.without signature Unaerseo►etar Massachusetts'Departmentof Public"Safety i Board of Building Regulations and Standards' License: CS-101687 Construction Supervisor DANIEL D FONZI_ - `. • 390 ANDOVER STREET t WILMINGTON MA 01887 -- ZCK Expiration; ' Commissioner 09/13/2018 oay;mzr&o1wCl1G'GI.AA Gz c1(.�.dJj'ack" r Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration -------------- r � Type: Supplement Card Registration: 168572 SOLAR CITY CORPORATION :� _� Expiration: 03/07/2019 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH,MA 01752 Update Address and return card. Mark reason for change. SCA 1 0 20%1.05111 q ',+'��r,. iLtii7ii[teirtcrirr���cx/^>//rrS.:nr.�t4c/�T { office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only f TYPE:Suoolement Card before the expiration date. If found return to: I Rebistration Explao' 4 Office of Consumer Affairs agoanWess Regulation rI �168572 03/07/2019 to Park Plaza-Suit 170 SOLAR CITY CORPORATION Boston,MA 021 i e•� NATHAN TISSOT 3055 CLEARVIEW WAY N#4WAithout signature SAN MATEO,CA 9"02 Undersecretary The Commonwealth of Massachusetts Department of IndustrialAccidents a d 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia 117orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aimlicant Information Please Print Lelzibly Name (Business/Organization/Individual):SolarCity Corp Address:3055 Clearview Way City/State/Zip:San Mateo CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 12,000 employees(full and/or part-time).* ❑ 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in ❑ 8. ❑.Remodeling any capacity.[No workers'comp.insurance required.]. 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.n I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.= 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑✓ Other solar panels 152,§1(4),and we.have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. y Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lic.#:WC0182015-01 Expiration Date:9/1/2017 Job Site Address.321 Cap'n Lijahs Rd City/State/Zip:Barnstable MA 02632 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 of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of t ' statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby rtif under ih,e p ifis and penalties of perjury that the information provided above is true and correct. Si nature: / Date: 5/1/2017 Phone#:508-640-5389 Official use only. Do not write in this area,to be completed by city or town offaciat 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#: AC V CERTIFICATE OF LIABILITY INSURANCE Feng,o sOmYY, 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 policyrres)must 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 to the certificate holder In lieu of such endorsements). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME:._._....._. .—_..—. _..__._._._TT ...... ....................._ 345 CALIFORNIA STREET,SUITE 1300 PHONE xtSt _................ ............1.(N tJul CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 — .. ...._ ........._........ . ..............__..._._—.. ABM:Shannon Scot(415.743.8334 _..... tNSURERIS)AfFOROtNG COVERAGE.-- _. NAIC B 998301-STND•GAWUE-1617 INSURER A:Zurich American Insurance Company 16535 INSURED NIA NIA INSURER B SolarCdyCorporalion . ...---.._ _ .............. ..................._........ .__ ...... ...----- tNsurre c c.NIA _ -- 3055 Cleaaview Way NIA—---.. . _................ .. . _. ._...__..... ......_. San Mstm CA 94402 INSURER D.Ameiran Zurich Insurance Company 40142 1NsuREa F: COVERAGES CERTIFICATE NUMBER: SEA-W3278•03 REVISION NUMBER:6 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOIWTHSTANDING 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. _................ ..._... u ..........._...................... LSR TYPE OF INSURANCE POLICY NU IMN DDNYYYIIMMMWYYYYILIMITS A X COMMERCUILGENERALUANUTY IGt0018 I601 09fi=6 ID9()112017 EACHOCCURRFNCE S �.000J000 .l CLANKS-MADE [X.]OCCUR I DAMAGE TO RENTED PREMISES fEa occurrynco1...��...................1'0N.000. X SIR:$250.000 I MEd EXP(Any ono parsons s 5,011 PERSONAL&ADVINJURY $ 1,000,000 !I GENL AGGREGATE LIMIT APPLIES PER' GENERAL AGGREGATE_. S . 2.000.OD0 X POLICY ._J PRO- LOC PRODUCTS-COMPIOP AGO S 8 000,000 -- OTHER I S A i AUTOMOBILE LIABILITY �BAP0182017-01 .00112015 09101112017 COMBINED SINGLE LIMIT S i'D06,000 K ANY AUTO BODILY INJURY(Per person) S X OWNED1 SCHEDULED ......__................_. .._. X � X :AUTOS BODILY INJURY(Poraccident) S X X '.NONAVt+AiED PROPEfii'Y DAMi4GE' .5 ................_— HlREDAUTOS ..,.,I AUTOS i UMBRELLALIAB OCCUR I - EACH OCCURRENCE $ .._....... ........ L-XCESSLWs ..I. ... _ CLAIMS•MAOE AGGREGATE S DED RETENTIpN5 S D WORKERS COMPENSATION C0182014-DI(AOS) 0910t=6 09 112017 X AND EMPLOYERS'LIABILITY ..._.STATUTE.. .... CR.... _ D ANY PROPRIETORIPARTNERIEXECUTIVB YIN C01BZ015.O1(MA) 091D1/2016 09.r01IZ017 E.L.EACH ACCIDENT S 1,000,000 A OFFICERiMEMBEREXCLUDED? N�,NJA EWS01B201B01 CA �OMI12DIS OS10112017 —.. (Mandatory(nNH) I { ) E.L.DISEASE-EA EMPLOYE S 1.000.000 I its,describeONunder 'Limits apply excess of S50DK SIR-GA 1,000 000 DESCRIPTION OF OPERATIONS below E L.DISEASE•POLICY LIMIT S DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES(ACORD tat,Additional Remarks Schedule,may be attached it more space Is required) CERTIFICATE HOLDER CANCELLATION SolarCl'ty Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 CINNOW Way THE EXPIRATION DATE THEREOF, NOTICE WELL BE DELIVERED IN Sall Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Matruh Risk&Insurance Services Stephanie Guaiumi a w•i �...�i.M. 01958.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I =0A SolarC.it Y , . OWNER AUTHORIZATION Job#: Property Address: 321 Capt-Lijahs Rd' Centervil, MA 02632 I David Lothrop as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. �7Z z Z . (Signature of Owner: ate: s t SOLARCITY.COM aka aZrux„aiT�,F�;.<=ra:Sutrax:rr,i3.Gac�b�,��;?,.xri,ae.:{„.^.Tr;:rurr Tr:�c:o,<s;.ncxx,iur,s�afainc„5+is'wcn�a'xs.W?H�e-Tnea;;f,ran Ft.t4.�arar�.Mt,n+�,�.'�;a�b. 'll'.�iif:a{3'ht('A.IbUG?CN} .IfRli4TgjJ{7!1 rN'C21b'q.1m'�•:rwt'F3tsCk^,Pq Ff�^ARt J3a3,r.iTt:{.3Y,K�WnC^.,�1;'�97tJi'3t'�::A,Z.;'J(tKP.O Zhit 3GV ARvIYV:."M('Ctl�All�'ar A�.4 GkKklf$GEatN�+E'.1 � � DocuSign Envelope ID:FCDEEF9D-2FD4'4984-B9B1-9134C511C91E\ s SolarCity I PPA ` -� , Customer Information ;, Installation Location, } Date David Lothrop 321 Capt-Lijahs Rd 3/20/2017 321 Cap'n Lijah's Road _ Barnstable,MA 02632 _ Barnstable,MA 02632,. 6178348634 `Here are the key terms of your Power PuriEhase Agreement 20 14o5,,O\l yrs System installation cost Electricity rat ggr kWh _, ��' Agreeme gsrm Initial here Initial here { The SolarCity Promise os �-_ ��� •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ................... .......................... Initial hereE' •We warrant all of our roofing work. ns •We restore your roof at the end of the Agreeme\. �'` • ` �� (1`n, ` � V-1 L { •We warrant,insure,maintain and repair the System. ......................... ..............!,................................................................................:....._............................................................._....... Initial here j f 1, J •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost'. •The rate you pay us willnever increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 3/20/2017. Your SolarCity,Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at:ctract signing { Term: t ` , •At certain times,as specified in $0+ l SolarCity will remove the System at no !the Agreement,you may t, cost to you. �,, � � purchase the System. ,Est.amount due at:installation - $0, •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 You may purchase the System from Est.first year production •SolarCity for its fair market value asi 3,472 kWh t specified in`the Agreement. t You may renew this Agreement for up to /� ` ten(10)years in two(2)five(5)year increments. `• l,. 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com --"'2605273 Power Purchase Agreement;version 10:2.1,February 24,2017 / SAPC/SEFA Compliant f SolarCity Corporation DBATesla Energy Contractors License MA HIC 168572/EL-1136MR 5� Document generated on 3/20/2017 I Copyright 2008-2015 SolarCity Corporation All Rights Reserved �F DocuSign Envelope ID:FCDEEF9D-2FD4-4984-B9B1-9134C51IC91E'^ 24. NOTICE OF RIGHT TO CANCEL. . By signing below,I agree that SolarCity can contact me for YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR , telemarketing and informational purposes via call or text using TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE _ automated technology and/or pre-recorded messages using the 'THE phone number(s)I provided that are listed on the first page of DATE YOU SIGN THIS CONTRACT. SIE EXHIBIT 1this contract.I understand that consent is not a con ditionof ATTACHED NOTICE OF CANCELLATION FORM FOR AN ,\ .. purchase. You may opt-out of this authorization at any time by EXPLANATION OF THIS RIGHT. calling us at:888-765-2489 or sending us written notice and 25. ADDITIONAL RIGHTS TO CANCEL. \ f' mailing it to:SolarCity Corporation,Attention:Phone, Authorization Opt-Out,3055 Clearview Way,San Mateo,CA IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 94402. THIS PPA UNDER SECTION 24,YOU MAY ALSO CANCEL THIS PPA(A)AT NO COST AT ANY TIME PRIOR TO I have read this Power Purchase Agreement and the Exhibits in MIDNIGHT OF THE TENTH BUSINESS DAY AFTER THE DATE their entirety and I acknowledge that I have received a YOU SIGN THIS AGREEMENT AND(B)AT ANY TIME PRIOR complete copy of this Power Purchase Agreement. TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. Customer's Name:David Lothrop 26. Pricing DocuSigned by: The pricing in this PPA is valid for 30 days after 3/20/2017. Signature: If you don't sign this PPA and return it to us on or prior to 30 days after.3/20/2017,SolarCity reserves the right to Date: 3/20/2017 4 reject this PPA unless you agree to our then current pricing. . a Customer's Name: ° ~ Signature: Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO r M1 Date: 3/20/2017 Power Purchase Agreement,version 10.2.1,February 24,2017 2605273 4 l •-�.s Version#66.3-TBD e\�?r 501arCity. April 10,2017 RE: CERTIFICATION LETTER Project/Job#0263622 Project Address: Lothrop Residence 321 Capt-Lijahs Rd Barnstable, MA 02632 AHJ Barnstable SC Office Cape Cod Design Criteria: -Applicable Codes = MA Res.Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 110 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 30 psf - MPi: 2x10 @ 16"OC, Roof DL = 11.5 psf, Roof LL/SL= 16.2 psf(Non-PV), Roof LL/SL= 8.79 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 <'0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set-forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. ( F` Digitally signed ,by Humphrey 2 RIUKIK Sincerely, c0i ST UCTURAL � Ka ri u ki No.51933 Humphrey Kariuki, P.E. Professional Engineer Date: 2017.04.10 18:35:30 -04'00' ss, T: 443.451.3515 email: hkariuki@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL 055M.A,RN-8737,AZROC243771%ROC 245450.CA C5L8888104.,C0 EC804C.CTHlCC;32778/ELC0125305.DO 41051400008WECC902585,DE ZOM20MV T1v037F1'cC1306622a.Hl CT-27770.I1.t5-0057.FaAHIC M857:7 , EL-"3L'.'.R.MDY.IC 12 894 8/118 0 5.NC 3P361 iA NH 034iCJt2S23M,:JNJ.-IICi113VFi•3t?60s00/3-0EOR773?700.NtA EE;B-379390.NVN172012fl3.5172/C2-0078L96/32-L)079714-QH EL-O 7.OR CS180.1981C S62,PA 41CPA071343,R.1 AC004?}4/Rag L8313.Tf TECL2700o.Uf 872695E-650L`lA ELE27G5153278.9T EM 05829.WA SOL.lC'ff701/501,ARC•SLtA]AfEurrvn39,G1 eane F-aBb.Nast t 11240W10000 Pu71e M604L ROCktand H-1lQ4e-40-OD-OO.Sut(olk 5205711.Westrhest•r WC-2608813.t:Y.CN2001384-DCA,SCE:h'C:NYC Li—ed E,e.Wdan•,d 1200.N004465.1551 te 'L 6ih fl. W!L 10.131a;klyn.MY TIZOIL a2013946-0CA.NI seam rfoAded lg3nlarC;h/FFrt3nc`e GotnFa .LLC + CA Flnnnni Lenders Ucw+se 60�4796 Sol arGNFiner.ee ComFany.LLC Is .alsed!'4'd1?Otle+.:,reS ata EVanY Comml slc eng¢ge;n hustress In Uelk'xare nd?r l,c]ns n to p194?'L.FdD Cvrnumar t3on Llcensa 2241;NY I,Ftaltmenl Loan Lkc iILl?J23/K11024.Rl Llcorsed Lando ti20153103Lt 1.4 R-rts:r i&editer 1400050963.202404.VT Lmlar Ll.en:a aL763 Version#66.3-TBD C�,,SolarCit . op... y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape_Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 70.8% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 18" 65" NA Staggered 88.5% Structure Mounting Plane Framing Qualification Results, Type Spacing Pitch Member Evaluation Results MPi Finished Attic 16"O.C. 450 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity.com At O5500.Alf s.1-693:d.AZ P^C 2431711FOC 245450•CA CSL8 8881CN.CO EC8041.CT I IIC 063?7761ELCA725305.DC 41X I f 0C00MECC902585.OE 1011120:Ab1 r1-oti32.Ft.EC13C:04?26.H1 CT-24170.IL E WJ,2 MA HiC/.957:.! Ei-713EMF td^v HIG 1<25418/1SCk.NC3(F70i-U.?,H 03a7G/12523h1.IJ.IN.�;IICk13VMGE1}O[0013Jfo0'?3??`O.�'M11 EE4B-37^540.N•!N'Je"G11i7351?%/C2-p7d6E48/Ci2-W7�i1P.OhI F.l.gd?0?.OR CifY;04?d/C.rib2.Pa tIIGPAp77:!43,FI AC0041Y1 ekq 3E313.TX FCL27006.U-1 MS4E0.�501.VA ELEVWI,",27U..T EM-05324.K'A SOLARG'PIoC i/SO LAfiC'9%k,F7.iiL—Y 437 CN een?A:4B5.7Jaasau t1240P710000.Rrndm PCSg41.Roctlarrd H-71P54.40-00-OC.`+:Ef:dt 5?OE;-N.kVas i:hesi x WC-35C8}7-HP,N Y.0 k20CiS°d-DCA 5CEtJYCaJ Y.0 Lk—d C-1mi n, 51,@ih Fl_Ur•1 t 10.f3ro,Hm NY 1120L 92013?4S-DCA All loans p o idad by SoWC NFintl—C—Fay.LLC CA.Fl Wince l.ertlsrd Li<ers?b:c4746 SolarCl!!F,iunce Comrany.LLC i�f<msad Gl;hd D4lmsro�lsta P•sr.Y Comm+ssicn.r;.�`nSddo in b"siness'+n Dela:•�srd undxr llc?nse numOer Oi44?2.t.iD Cons�mmr Lcan Licnnsa 2241,M tnstadmeni LoanU--ILtY)23/10024.RI U,--d Lends-k2C15310'sLL.TX R=�is:erai Creditor i4C00bC1.53-202404.,T Lender Lk—ko?Cis ! STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary Horizontal Member Spans Rafter Properties MPl Overhang 0.82 ft Actual W 1.501, Roof System Pro erties Span 1 12.77 ft , Actual D i. 9.25'_ V4 Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 13.88 Re-Roof No Span 4 Sx(in.^3) 21.39 Plywood Sheathing San 5 �� Ix W14 1`"-. 98.93 . .fix rit Board Sheathing None Total Rake Span 19.22 ft TL Defl'n Limit 120 Vaulted Ceiling ':Yes ",�PV;l Start 2.05 ft Wood Species'- SPF r Ceiling Finish 1/2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Slope 450 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing . E si �` 1,400,00020 _ V Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.41 16.3 psf 16.3 psf PV Dead Load' �,. � PV DL r r 3:0. sf ' x�1.41:. � 4. ��F�. :.� 4.2psf,=4. Roof Live Load RLL 20.0 psf x 0.60 12.0 psf 4 Live/Snow Load LL/SL1,2 30.0 psf x 0.54 I x 0.29 ";' 16.2 psf 8.8 psf Total Load(Governing LC TL 1 32.5 psf 29.3 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)py; C,=0.9,Ct=1.1,IS=1.0 Member Analysis Results Summary Governing Analysis Pre-PV Load Post-PV Net Impact Result Gravity Loading Check 32. 1 29.3 -10% Pass [ZEP HARDWARE DESIGN CALCU_LATIONS- MP1 - Mounting Plane Information Roofing Material `,,t. s__.: ' Comp Roof P Roof Slope 450 Rafter S acin 7 , 16 O.C. Framing Type/Direction Y-Y Rafters PV 5 stem T e "" ,$ ;,�. a---., ,M `y___ - yp � ` SolarCity,SleekMount Z_ep System Type ZS Comp Standoff Attachment Hardware ME Spanning Vents No d`r t "` s Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method- _ Partially/FullyEnclosed Method-' Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt P 1.00 _ Section 6.5.7 Wind Directionality Factor Kd 0.85 _ _ Table 6-4 Importance Factor I 1.0 — Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) , 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GCp) Equation 6-22 Wind Pressure Up p„ -23.7 psf Wind Pressure Down dog, 21.8 psf [ALLOWABLE STANDOFF SPACINGS 1, _ r X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64". 39" Max Allowable Cantilever NA Standoff Configuration Landscape Staggered Max Standoff TributaryArea-_ - _ Trib " ' 9 , -,:e 17 sf � PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at Standoff._ T-actual �388 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR I 70.80/6 ^� X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable_Cantilever __Portrait_ _ _ _ 18" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib _ - 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-aactual 485_I15s Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity CR 88.5% s " AW la" p w " t•., N, r i Ls. �.v,-, .. _ yr �-� � •• .� _ TMAM OF BARNSTABLE rft P'll 4: ^2 .I' T r) r--AV ip •� dp - si _ A��, --} L . a _ _+t s. { 1!'t OF BARNSTABLE _.. -.-x�r�.�a-.w.._.-__- _� . _ �----.- ,ram: - TOWN OF BARNSTABLE Phi 4.: 23 i f i f (1 71 1 A 1: • {yt1 r t 7 - t r AL � a a� �_ - TOVIN OF BARNSTAaLE ? vT F.T �� 44 Ly t T - I � i} o i i m . 1 TOWN OF BARNSTABLE fill PM 2 fitiro TON w wrr. Alp- a now i I f f BUILDING DEPT JUL 2 6 2016 TOWN OF BARNSTABLE l e � t 4 �s r I z w- t f BUILDING DEPT JUL 2 6 2016 TOWN OF BARNSTABLS ,� � .,� ' _«. ��Y .. _ _ _ __- _ ` _ .�. �y i?? S yy_� lam` � � ,0. �. 1 5 �� ��A ��` .�1 � j 1` 7*, 1 II ;(+ 1 i �� 1 �' w 1 T i, i I � q r L ��_ b `�f'?`? ��add+ �- 8 !�S' �1 7 - 1��_'.µ-.r ^.r .�t > r..� S ,i��� �T�-'�e;� i� '` Y� k5`3�'�l���zr� ! BUILDING DEPT. JUL 2 6 2016 TOWN OF BARNSTABLE a-P�- y� ri5 n� U s rf t 1 'r,� awyo� Town of Barnstable Building Department-200 Main Street o ��e� Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy . Permit Number: B-16-628 -CO Issue Date: 7/28/2016 Parcel ID: 193-139 Zoning Classification: RC Location: 321 CAP'N LIJAH'S ROAD, Proposed Use: CENTERVILLE Gen Contractor: DEAN F STANLEY Permit Type: Residential - Land " Comments: Building Official Date: _ i ki, N 4,1? R9 , kv IZ e0� / l / �R + a\ 'b, " N FOUNDATION PLOT PLAN DBE #'6-042 PREPARED EXCLUSIVELY -FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #321 CAP"N LIJAH'S,ROAD CENTERVILLE, MA SCALE : 1" = 30'_ 'DATE-:, APRIL 7, 2016 PREPARED FOR: REFERENCE ; , MAP 193 PARCEL 139 DEAN STANLEY DB 25340 PG 10 HEREBY CERTIFY THAT THE STRUCTURE IN of MgSsgc SHOWN ON THIS PLAN IS LOCATED ON THE o`' DANIEL tiG GROUND AS SHOWN HEREON. o A N� off 501-382-4541 OJA(A rn faz 508-382-9880 N0. ALA downcope.com O A 0980 On cope engineering,inc. "' �° SS OAP civil engineers SUR y land surveyors 939 Moln Street ( Rte 6A) ------------ YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR 0Yf` Barn sta b I e Permit "°: TG-16-a43 Department ain Street 8) 862-4038 FOR GAS PERMIT Date Received: 4/28/2016 1 S MILLS Occupany Type: Residential Phone: FL 32951 Phone: (508) 775-3083 E-Mail mary@robies.com State Lic. No:. 3880 License Type: Master Gasfitter Number, r 4 main house L. Building Air Tightness Test Form Customer Information Building and Test Conditions: Name D.F.Stanley&Sons Address 359 Lijahs Road Date:07-19-2016 City Centerville,MA.02634 Time 5:30 State/Zip MA. Indoor Temperature 68 Phone 508 428 3466 Outdoor Temperature -77 Email Floor Area 2212 volume 18305 Building Address if different from above) #Bedrooms 3 Street 321 Lijahs Road Wind Shielding 4 City/State Centerville,Ma.02634 Comments: r III Test#1 lest#2 Depress _ Press _ Depress _ Press _ Pre-test Baseline Pressure: _ 0.6 (PA) Pre-test Baseline Pressure: _ (PA) Bdlg Press(PA)Flow Ring Fan Press(PA) Flow(CFM) Bdlg Press(PA)Flow Ring Fan Press(PA) Flow(CFM) Installed Installed -49.2 921 -50.4 905 -50.4 912 ' 50.3 918 -50.5 915 914 Post-Test Baseline Pressure: _ " -0.8 Post-Test'Baseline Pressure: _ SPA) Fan Model/SN BD-3 26631 Fan Model/W. BD-3 26631 Results: 'Results: r CFM50: 914,G' ',CFM50:, ' ACH50: 2.99 ACH50: Tester's Signaturer .Daate` 7/19/16 HERS Rater Name: ertificaiion,Number 8655942 HERS Rater Company: Coastal Energy Audits.. PO:Box 949 Marston Mills,Ma.'02648 774 5218924 HERS Rater Provider: Energy Raters of Mass. 2 Woodlawn St.Amesbury;MA 01913 978-270-3911 NOISIAKI i 31OVISNVG J0 i MOM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I93 Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis l \ Project Street Address 'S � h V� Village C�1e%4A112vUX `ke Owner ';�)921)-k R-S�Ar,-A e-u Address �S°1 Ci1'1DT �--• A-� Telephone Permit Request CCY nr�rp1�' '� `L�c.6�C.rwi Sko-kA t_ "�-odJ4\, V.0�6 'p Q Square feet: 1 st floor: existing 1-54 proposed 2nd floor: existing 3'0 proposed'33( Total new '36� Zoning District Flood Plain Groundwater Overlay Project Valuation 5_6>0 Construction Type u �-Oh&w_ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Nke W Historic House: ❑Yes WNo On Old King's Highway: ❑Yes X No Basement Type: *Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 0��'9' Number of Baths: Full: existing new Half: existing new O Number of Bedrooms: t;L- existing6 new Total Room Count (not including baths): existing Is new First Floor Room Count -IS Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: ,Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: -existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If es, site plan review# ti Current Use Pro osed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) rn Name �- S� �� Telephone Number 509- t Address �� . \, License # J Home Improvement Contractor# Email S ` ft t `j��� Vt� - �oM Worker's Compensation # TEOQ� 4A!5W 1Sk� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _�)04_1 d\ �A-(/lJ( SIGNATURE DATE 1Nt4V_ 0,) A�" 4:� a` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. ?lie Commarriveahh o,f 1Vassachusetts Deparanent of 1ndustrid Acciderrds - Office offmcsfigations 600 FPashirrgton Street Boston,CIA 02111 mamgm 4 'rarkers' Camipensat an Insnrance Affidavit:BuilderslC+ontractarslEIec{zzcianslPlumbers Applicant Infannat u Please PrintLe-gibI Na=(BusmesstDrganizatim1ndiddnal_ `bJ �v ku I a t Address: 0 - Cityltatefig �2 K J '2 Phone �b�s ate' 3'k uo Are you an employer?Check the appropriate box: Type of project(required): L%-I am a employer urth 3 4. ❑ I am a general contractor and I 6- [:]New construction employees(full anchor part-time)-* have hired.the sub-contractors 2.❑ I am a sole proprietart-or partner- ;,` listed ou the attached sheet 7. ❑Remodeling ship and have no employees. ' These sub-contractors have 8. 0 Demolition w°moo g forane iny capacity. employees and have woes' ci . g. ❑Building addition [No wofl0er3'comp.insurance comp.hMXan required-] 5. ❑ We are a corporation and its 14❑Electrical repairs cr additions 3.❑ I am a homeoumer doing all work, ofdcess have exercised their 1 L❑Plumbing repairs or additions myml€ [No workers'campy right of exemption per MGL 12.❑RoofrepairIs insurance require&]i c.152, §1(4�and we have no employees.[NO Wor�'s' 13.❑ Other comp_insurance required-] •tiny applicaut that cbedcs box 91 nmst also SIlout the section below showing their workers'camp ensationppo&T iuformsd= #Rameaamers who submit this afbdatot=dx=Z they am dais ell wa l and then lase outside contractors amst sahmira new sffidayst indica ng sack . fCa=actars lbzt t beck this boa must attached am sdditianal sheet showing the name of the sub-cars and state whether or mat those entities have employees. Ifthe sub contactors have employee%tfieymustgm-ide their workeo'comp.policy number. ' .Taman ffeIow is the policy t=d job site informrrtr'an. Insurance Company Nam: Policy or Self-isss.I ic. J �'� �� ��tS EvpirationDate: - �1 Job Site Address: `�\ citylStatelzip: Attach a copy of the workers°coanpensationpo cy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A o€MGL c. 152 can lead to the imposition of criminal pees of a fine up to$1,500.00 and.'dr one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fne of up to$250-00 a day against the violator. Be advised that a copy of this statement may.be forwarded to the Office of Investigations of the DIAL.for insurance coverage verifta#ion- I do he-r-eby under pirnatfes ofpedury that ilia iq fbrma&n ptm dcd abmv is true acid carrect Sittaiure: Date: Phoneip Official use odlly. ,Do not write in this area,to be coutpletced by city tartamn official City or Town.: PermitUcense.# Issuing Anthority(circle one): 1.Board of Health 2.Building Department 3.CitytTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: ` haformmation and Instructions Massachusetts General Laws chapter 152 requires all employers'in provide workers'compensation for their employees. pit,this Vie,an anpIayee is defined as."_.every person in the smavice of another under any contact ofhire, express or implied,oral or wr f=n" Air anplayer is defined as"an mdividnal,partnership,association,corporation or other Iegal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trash of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mainte-,naace,construction or repair worm oa such dwelling house or on the grounds or budding appurbmaat thereto shall not because of such employment be deemed to bean employer." e hall old the issuance or MGL chapter 152,§25C(�also states that every state or local licensing agency s withhold . renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applieamtwho has notproduced acceptable evidence of compliance with the insurance.coverage required _- Additionally,Additionally,MGL chapter 152,§25C(7)states"Neifha the commonwealth nor airy of its political subdivisions shall enter mto any contract for the performance ofpublio wont until acceptable evidence of compliance with the insnran ce.. re m emerf_s of this chapter have Been presented to the contracting authority" Applicants Please firilI_ovt the workers' compensation affidavit completely,by cherk�a�e boxes that apply to your siinaiion and,if their certificate(s)of s nam s address es and one numb s along wrth necess sub-contracto , ( Ph number(s) � arY��PPIY � ) .e( ) ) incrrrance. LimitedLiabrTr'ty Companies(I.LC)or Limited LiabiIity Partnerships(LLP)with no employees other than the members or partners,are not r6qui ed to carry wormers'compensation insurance. If an LLC or LLP does have employees,a policy is regaked. Be advised that this affidavit maybe sLlmitt-_d to the Deparbmmt of Industrial Accidents for confirmation of insm-an ce coverage. Also be sure to sign and date thhe affidavit. The affidavit should be retrmmed to the city or tx)wn that the application for the peanit or license is being requested,not the Department of Indulstriat Accidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-ms=d companies should enter their s e1f-m ce license number on the appropriate line. City or Town Officials f Please be sure that the affidavit is complete and pried legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permitllicense number which will be used as a 1taence number. In addition,an applicant that must submit multiple pennitflicensa applications m any given year,need only submit one affidavit iadiraf mg current policy information(if necessary)and under"Job Site Address"the,applicant should write"aII locations in (city or town)-"A copy of the affidavit that has been officially stamped or marked by the city or tows may be provided to the applicant as proof that a valid affidavit is on file for fine permits or licenses A new affidavitmust be filled out each year.Where a'home owner or citizen.is obtaining a license or permit not related to any business or commercial vent (Le. a dog license or permit to bum leaves etc.)said person is NOT requdred to complete this affidavit The Office of Investigations would at--to iimmk you i a advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: - he f omE3M�aj*of Massaahus�ttts , . l�epar(menfi�f hidustcial Ao�.�nts �Q4�a�in�tan fi Gaston,MA G2111 T(-,L 0 617-727--4900 i xt 406 or 1977-MASSAFE Fax 9 617-727 7M Revised 4-24-01snas �a�f din � 1 DATE(MM/DD/YYYY) ACCM o CERTIFICATE OF LIABILITY INSURANCE 11/06/2015 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 policy(es) must 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 to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Kathleen Geddis NORTHWOOD ESHBAUGH INSURANCE AGENCY, INC. PHONE 508 771-1632 A/�c No): E-MAIL ADDRESS: kqeddis.north24@insuremail.net 540 MAIN ST. INSURERS AFFORDING COVERAGE NAIC S HYANNIS MA 02601 INSURER A: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: DEAN F STANLEY BUILDING CONTRACTOR INC INSURERC: INSURER D: 359 CAPT LIJAHS ROAD INSURER E: CENTERVILLE MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: 10754 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM Y EFF P�EXP LIMITS LTRim IBM COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ RENTED CLAIMS-MADE OCCUR PREM SES Ea occurrence $ MED EXP(Anyoneperson) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY PRO JECT ❑LOG PRODUCTS-COMP/OP AGG $ PRO- OTHER:.. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED NIA BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTYDAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS40ADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER OTH- ANDEMPLOYERS'LIABILITY /� STATUTE Y/N ER ANYPROPRIETOR/PARTNER/EXECIJTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED? WA WA WA 7PJUB2E49857515 10/08/2015 10/0812016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) , Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govllwdANorkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 507 Buck Island Rd. AUTHORIZED REPRESENTATIVE W Yarmouth MA 02673 Daniel M.Cro ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ,._... _._.._..._,_,_.,._.:..:,. _..._.._,._. _.. 4 _. .. �. i,.:.. . anti, ,..___,... ......, �.... _.k• `t ! i r i x S. r ! b � § I Ti C) 6 if t }� x W d { 1 ,�...,.t„�t�C.�'`.:�,"f�.ti�. .. .. , .. .. .,��,, 4�':.� (} ..,.. ..y F _-°<----�°°��`�._,..,�._.. .. � Fes.. �.�• r r a F � � fK••� F r� : _ 1 � y Town of Barnstable . . °} Regulatory Services at . # R1A717lTARTY •F i -Richard V.S=Ii Interim Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyamis,MA 02601 www.town_barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 _ Property Owner Must. Complete:and Sign This Section If Using A Builder.: I, �T/1 mil\ ,as Owner of the subject property hereby authorize SA--J-A S A-1,4N eM- to act on my behalf in aIl matters tELtiTe to work authorized by this buDLUng permit 1 (Address of Job) **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and aIl final inspections are petEorm d and'accepted. Signature of Owner Signature of Applicant Print Naive Print Naive Date I UW-U Ul -UzU -5LUlutc Regulatory Services . . - . pTr Richard Y.Scab,Interim Director. _,.. .. �•� BuiIdin'Division . •. - a�hiCPARTA - . Tom Perry;Biffiding Commi oner - 200 Main Street, Hyamuis,MA.02601 www.town.barnstable-ma.us Office: 508-862-4039 Fay 508-790-6250 HOMMOWNM UCENSE pox Please Prkt DATE: JOB 1.0CA1 0N. saber sfiut vffiage "HOMEOWNER": •. - - . name home phone# -work phone CURRENT MA B40T ADDRESS: citytbwn state' zap code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or Iess.and to allow homeowners to engage an indiyidual for hire who does not possess a license,provided tbat the owner acts as supervisor. , DEF=ON OFHOMEOVrNM Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is'intended to be,a one'or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. -Such"homeowner='shaIl submit tothe Building Official on.a foria acceptable to the Building Official,fiat he/she shall be responsible for all such work Rerformed under the building permit (Section 109.1.1) _ The undersigned"homeowner"assrmmes re-TonsI ity for compliance with the State Builffig Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town ofBarnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sigadum of Homcovrncr Approval offlu$diagOfficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HoMMOWTMIS EXIMrloN The Code states that: "Any.homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shaJ1 act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 21"S�.Ti.jsL ack of awareness often results in serious problems,-particnlarly when the homeowner hires unlicensed persons.. In this ease;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is folly aware of his/her responsi-bilities,marry communities require,as part of the permit application,that the homeowner certify that he/she understands the responsfZ irides of a Supdrvisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt-such a form/certification for use in your community. �:\WPFII�SIFORMS1hmIdmgpeffirtfomL��'�F�Sdoc . - - •. - . — Massachusetts Department of Public Safety q Board of Building Regulations and Standards Ur License: CS-035037 Construction Supervisor '. DEAN F STANLEY 359 CAPTAIN LIJAH ROAD - CENTERVILLE MA 02632 �l Expiration: �M 01119/2018 Commissioner Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. _ Failure to possess a current edition of the Massachusetts - State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW.MASS.GOV/DPS {` Office of Cons> er Affairs&Bcusi�sReg latione � l License or registration valid for individul use only i before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR egistration: t32149 Type: Office of Consumer Affairs and Business Regulation Expiration;_111281......Q16 Individual 10 Park Plaza'-Suite 5170 f I. Boston,MA 02116 DEAN F.STANLEY' ' _, = DEAN STANLEY 359 CAPT.LIJAH CENTERVILLE,MA 02632`^ l' Undersecretary of valid withou signatu e f n r� �t k• k (IRS e - X. L, _ � ice•r• :�t� FOU ¥. PLOT PIAN, Tpm Amp fxc u imr-FlJ m A bWLDW:fomff, NOT AR Sri" OPER UMPA j DEAN AST-1 1 *Lflw, Im W1,t Ar 71 J � Mod 4 z �f §fern Si: ^ 'ats R'siow . . ' 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION VI OG PAR N `�Qr�7Q Map Parcel � T����'I ,�, ,-,�;��Tl�y��E Application Health Divisiont.,F; P f , 11 Date Issued �- 5 Conservation Division ) Application Fee ' Planning Dept. '- Permit Fee A II 0.D0 Date Definitive Plan Approved by Planning Board ° i Historic - OKH _ Preservation / Hyannis �,yw� S 6,� Project Street Address , �- Village C E'i���+(' . � ��\ �` � �` foci C-- Owner eA t-�_ �-e t c Address Telephone �;OF-Ltp - Permit Request o \.Aj b �- tz)v_ Cv P— ►v\ AJCx lY\ Square feet: 1 st floor: existing proposed i 3 nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation _ ,000 Construction Type l�OAV_, Am 4_1 Lot Size QZ1 13 i1 Grandfathered: 'W-Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes *No On Old King's Highway: ❑Yes ❑ No Basement Type: .Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) N-k/iP, Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new !�L — Half: existing new . Number of Bedrooms: existing anew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: %Gas ❑ Oil ❑ Electric ❑ Other Central Air: ,Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing )new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Used r� Proposed Use `c\2� '1110- E�� A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��� � Telephone Number \ <r Address License' # `! U Home Improvement Contractor# Email c� �P�2 � }}\�sy C�a l� Worker's Compensation # I �� 2_FAnl2xlsl k! ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1j'ANOdIA SIGNATURE. DATE i 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Ire Comnroyn.yeakh of-Massadruset s 4 Depar'tlrmeut&frndas&ia1 A ccideras Ofi ke of.£mwstrgations f 600 Washington Street Bosion,MA 02111 lb`F m urlf£=g.ov1dia Workers' Campensatian Insurance Affidavit:BmldersICantracturs/EIecctr cianslPlumbers' Applicant Infdrmai an Please hint Legibly Nate tSusinessUizanizationadkidnal}- �t-. r1 V� e C37A Address: City/State( - NW141V� � - Phont 4 C�'_Lk ot1E;' "3)*(1 Are you an employer?Check the appropriate box: Type Hof project(required): I.E I am a employer uith 4-k _ 4. ❑I am a general contractor and I full andfor part-time)-* F have hired the sub-contractors 6. Idew consirucfion employees( P �- 2.❑ I am a sole proprietor orpartuer- listed on the attached sheet. 7- ❑Remodeling These sub-contractors have slop and have ao employees. $_ ❑Demolition . working- far me.in any capacity. employees and have workers' 9. ❑Builtiiag additiau [No crackers'camp.insurance comp.insurance. required] 5- ❑ We area corporation and its 10_❑Electrical repairs or additions 3.❑ F am.a homeowner doing all v�,orlc officers have exercised their 11_0 Plumbingrepairs or additions o • right of exemption per MGL myself� woz� comp- 12_❑Roofrepairs insurance required_]i c.152, §1(4),andwe have no employees_[No workers' 13-❑Other comp-insurance required-1 •mayapplicamtdiatchedsboxfflum also facutthesectionbrIowshmsiagTheirwozkerecampeusatinuporXYiafornmuon_ #liameoarners who submit dds.afhdarit indicating they are doing all wcA and then hire outside conmactots amct submit a new affidavit indicating sadL. fCantzactmrs than rhxS this boar must attached an additional sheet showing the name of fiffi sub-comtrsctocs amyl state whether or not those entities have ermplwjees.If the zub-coatmctaors have employees,t6eymmstpmuidztheir warkez3'romp.politenumber- lam an erllp r t7eat is pion dirrg it*orkers'eampmseigart insurancs f or my earplolves Seloov is diepoficy acid jabs site informadan. Insurance Camp any Name: ��}V @\E S Policy or^,pelf-isss.I ic_ __ "t �.�13'��•'� � S'I.S tS Rkpirat ouDate: \,Q— — \` Job Site Addess L h i N�& .CitylStateV2�p: Attach a copy of the workers'compeusationp cy declaration page(shoving the policy number and expiration date). Failure to secure:coverage as required.under Section 25A of MGL c. 1572 can lead to the imposition of criminal penalties of a fine up to$1,506OD aad,'or one-yearimprisomnent,as well as ci-dl petzalties.in'the form of a STOP WORK ORDERand a Eme, of up to$250.00 a day against the violator. Be adcdsed that a copy of this sWement maybe farwaided to the Office of Investigations of the DIA.for insurance covers ge verificatiam I afo hereby tzutdsr tiM,' an pgrlaTtc s cr.fFsdniy tliattlis inform`dv pmi&dabm�e ig true acid correct Sittature: pate- Phone I _ Phone i;E- So -Akan " �[�o 02kiat age 071Ty. Do not wrfte in this area,to be campTetod by city artewrn officfaL - City or Town.: PermitfLicense f Issuing Antharity(curie one) 1.Board of Health 2.Building Department 3.C yfrown Clem 4.Electrical Iaspecctor S.Plumbing Inspector 6.Other Contact Person Phone#: Taformation and-Inst-nc-ious M car-husetfs GeIeial Laws chapter I.52 regon-w all empIoy=ID provide workers'compensation for tbea employees. Ito this stahte,an employee is&Baed as.°°_.cvery person in the service of another under any contract ofhie, express or implied,oral or wriimu" An ernpkyEr is defined as"an individnal,pa:dnersbi;p,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint ent a-prise,and including the legal representatives of a deceased employer,or the -receiver or trustee of an individnA partn-ersbip,association or other legal entity,employing employees- However the owner of a dwelling house having not more than three apa dmeots and who resides therein,or the occapaat of the - dwelling house of another who employs persons to do mair e==,construction or repair work on such dwDDi ag house or on the grounds or building sppurtru, thereto shaRnotbecanse of such employmentbe deemedto be an employer." MI M chapter 152,§25C(6)also states tbat"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buuZd ags in the commonwealth for any applicant who has not produced acceptable evidence of complianm with the"insurance.coverage required_" Additionally,MCrL chapter 152,§25C(�stairs`.`Neither the commonwealth nor aay of i Cs political subdivisions shalt enter into any contact for the perfon==ofpnbho wont until acceptable evidence of compliancf-,V iiji the in Sturm Co. regtm ements of this chapter have been presented to the contacting aui'hozity." Applicants Please fH obt the woikers'compensation affidavit completely,by,che;r�ihle boxes that apply to your sitnation.and,if necessary,supply sob-contractor(s),name(s), address(es)and phone numbers) along with their certificates)of insurance.'LinuitedLiability Companies(LLC)or LimitedLiabffity Partnerships(LLP)wiib-no employees other than the members or partners,.arm not required to carry workers'compensation insaraa=- If an LLC or LLP does have employees,a.policy is regnired. Be advised that this afffidayi maybe submit--d to the Depa-iment of Industrial Accidents for conf oration of insnrmce coverage. Also be sure to sign and date the affidavit The affidavit should be retnmed to the city or town That the application for the permit or license is being requested,not the Department of Ead strial A ccide�. Should you have aay gnesdons regarding the Iaw or ifyou are required to obtain a workers' . compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials b { Please be sore that the affidavit is complete and pried.legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in.the perLhIliceme number which will be used as a inference number. In addition,an applicant that must subnat muliipI0 p=i'Vhcros5 applications is any given year,need only submit one affidavit indicating current policy infb=ation(if necessary)and under"Job Sit.-Address"the,applicant should mite."all location m (city or town):'A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to the ' applicant as proof that a valid affidavit is on fire for fu ttxe permits or licenses_ A new affidavitmust.be filled out:each year."Where a home owner or cit zcn is obtaining a license or pm it not related to any business or commercial vie dog license or permit to brnn leaves eta.)said person is NOT to°complete tbis`affidavit The Office of Investigations would like to thank you m advance for your cooperation and should you have any z, ons, please do not hesitate to give us a caIL T1ae Department's address,telephone and fax number. _T115 Co-=Man t of Mauch Department cif hides Acr-dem:t Bosto-n=MA E2111 T(,-L 4 617' -49W(�xt 4€6 or 1-a IA& Fax 4 617-727 7M Revised 4-24--07 -ma ss-gwidia • !1 rr L. U"ILI.0 IV rr L04^9. L VJ6.1u A&L�V9. .+. [lF,5a ../u - Allassachusett CiecULgt for Comp.Hance(7sn{ca�rR5301 1.1)` Chcck 1.1 SCOPE 4 Wind Speed(3-ser- -----------------•------------------------••----------110 mph Wind Exposure C • • Wind Wi Exposure Cate o --_•--........ Exp Category................Engineering Required For Entire Project: .........:........... :._:C . 12 APPUCAB[L[TY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pftch.__:_...._ .....r _.:...:___..___-------------______________-(Fig 2) .____:__-___:_______.______________--_--- 512 12 Mean Roof Height ._ (Fig 2)------_------------ ---- . S' ' Building Width,W __ Fi 3 —ft 5 ao, Building Length, L ...........................__.__._.....__-....-....(Fig 3)--__...____................................... ft 80 Building Aspect Ratio(L M) .._.._:_._........__.......................(Fig 4).........7...... _. <3:1 Nominal Height of Tallest: .........................._.._.....(Fig 4)...............---------- _......... 1.3 FRAMING CONNECTIONS General compliance with framing c6nnectians_,....._..._.__�.(Table 2)..........__...................... ___"..._..__..._..._..�- 2.1 FOUNDATION _ Foundation Walls meeting requirements of 780 CMR 5404-1 .......................................................................... ............................... ............... ConcreteMasonry................. _.__......... .................................. 22 ANCHORAGE TO FDUNDATIONt-3 :. 5/8"Anchor Bo[tsdrnbedded-or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only " Bolt Spacing-general........................................:.(Table 4)...........-......................... in. Bolt Spacing from endrjoint of plate ..........................(Fig-5)----------------_-*....... ......... Bolt Embedment-concrete..........----_-_.------------------(Fig 5).............................._:-._::_:.- _in.>7" Bolt Embedment 7 masonry..........................................(Fig 5)---..:......=......_.....I................. in.?15" Plate Washer..'-_.:...:.................................:...........:......(Fig 5).........._..._...............:......:.___>3"x 3'x`," 3.1 FLOORS Floor-framing member spans checked ...........................(per TBO CMR Chapter 55)............................ _--• - Maximum Floor Opening Dimension-............................_. (Fig 6)....._............................._.............—ft: 12'.- Full Height Wall Studs at Floor Openings less than V from Exterior Wall-(Fig 6)......................................... , Maximum Floor Joist Setbacks = Supporting Laadbearing Waifs or Sheanvai! T)_____________ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls orShearwall_.............(Fig 8):._........._......................._._....:.._.._ft _<d FloorBracing at EndwaHs............... ...•---• (Fig 9)_..___.:.-------_--• -----_..-----•--._. ._.. .................................................. Floor Sheathing Type ......._............__..._..:--_________.___...._.(par TBO CMR-Chapter 55)............_...................-- Fbor Sheathing Thickness .......... _�-•------._._.. (pe TBD CMR Chapter 55)._...-......--_; in_ Floor Sheathin Fastenin able 2 .. d nails at in ed a/=in field g g_:. ..... R ) — g 4.1 WALLS Wail Height Y F f • . r s (Dadbearing walls.__._..., ._....(Fig 10 and Table 5)......____.___._...._. ft Non-Loadbearing walls..-..........-_:____-:_-__---.:......_.....(Fig 10 and Table 5)............_..-_._-____- ft Wall Stud Spacing ....._..................::............................(Fig 10 and Table 5)_._..._....:_.._._.—in._<24"D.C. Wall Story Offsets .......(Figs 7 8)_................... s d.. ' 42 DCT•ER[OR WALLS' Wood Sods g .._..(Table 6 2x_ _ft in, Loadbeann v�atls........... ...:...__... .)--......_...._......_._ . Npn-Loadbeadng walls ......(Table 5) ......2x- = ft in. Gable End Wall Bracing i — Full Height Endwall Studs_-:......... (Fig 10)....._.........._....:......_.............:---____.._.:-.._. WSP•Attic Floor Length.:..................................._____(Fig 11)_._._-....... _... ft�:W/3 ; Gypsum Ceffing Len if WSP not us (Fig11 _... ._._.. ft z O.l3W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................. ; or 1 x 3 cerTing furring strips @ 16"spacing min.wtlh 2 x 4 blocking'@ 4 ft_spacing in end joist or truss bays Double Top Plate Splice Length _._..._....................._._........----.--.Fig 13 and Table 6)...-.............._................._ft Splice Connection(no.of 16d common nals)...:..........(Table 6)__-__.______.......:._......._...___...----------_-• • - . . is - k. ti.. : , _NfassacItusetts Checklist for Compliance (7sn civms3oi-m-W Loadbearing Wall Connections - ' Lateral(no.of 16d common naffs)_.-_.......-:__:_ ..._.__(Tables T)_._._---------,_.�--•--�._......_._._-.. NDri-Luadbearing Wall Connections Lateral(no_of 16d common nails)___.___---._._ (Table 8)......---__._---._. __..._._. Load Bearing'Wall Openings(record largest opening but check all openings for conipfiance to Table 9) Header S able 9 < Sill Plate Spans -...____._ _-. _ _. _.. ___..._.-.(Table 9)_..__.____.................. ft in.-<I V Full Height Studs (no. (Table 9)...................._............... ----- Non-Lnad Bearing Wall Openings(remrd largest opening but check all openings for compliance to Table 9) Header Spans...---'_________--- ---__-__------._:-_-._.._._....(Table 9)......:----- ___-----------:. ft in 51Z'• — — Sill Plate Spans.._._..-•-----_.__._.__ __..-----._:__.... (Table 9)......._----:-_......... ....... ft in.51Z' Fug Height Studs(no.of studs)....-__......... 9):................................... ..... .... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Bulding Dimension,W Nominal Height of Tallest Opening2 .....:-................._......_..-_•________....___.__,____.._._:_......_.... Sheathing Type _ ............................(note 4)'••--................................................ T Edge Nail Spacing....................._..................(Table 10 or note 4 if less)._____-__..___--__.-_. in. FeldNail Spacing------------------------:--------------(Table 10).............._..................... Shear Connection(no.of 16d common nails)(Table 10)________---------------------------------------------- Percent Fufl-Height Sheathing__-------__---------:...(Table 1D)_...___„--.------------- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) .............._..•.4s - Maximum Buildi-ig Dimension, L Nominal Height of Tallest Opening?................................................... ..................... Sheathing T ............................................... 5 6'B YPe..•................ .. ---•--•---•-•--------•---..(note 4)..-----._...�----------------•--..__._..__.._.._.._ . Edge Nail Spacing._..... __:___(Table 11 or note 4 if Tess)........................ in- Feld Nail Spacing - able-11 in. Shear Connection(no,of 16d common nails)'(Table 11) -- Percent Fulf-Height Sheathing------:------------- -(Table 11)__•-------_.............. 5%Additional Sheathing for Wall with'Opening>6'8"(Design Concepts)..:___.•--:---••-_•- Wall Cladding ., : Rated for Wi1nd Speer'i?_........................:.............................. ...........................----:.__..,..�••----•- - SA ROOFS : Roof framing member spans checked?.-__._.._._._. (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..............................................:_..(Figure 19) ......._.__.. . ft s smaller of 2'or 0 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors p _. (Table 12)_..........................................U__ plf U Eft_•-----__-_----...___.___ .._._._-__ ' Later-al-••-----------••-•-•--•--- -------------(Table 12)..........................................L= pff Shear---------------------•L_-----_-_(Table.l2).-----...........................•-------S= plf Ridge Strap Connections, if collar ties not;�se:d per page 21... (Table 13)........_...................... - Jail, Gable Rake Outlooker................................--------__(Figure 20)............ ft s smaller of 2'or 112 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift------- _._,._..._�.�... 14)---•-•------. ---•--------------- -U= [[i. Lateral no.of 16d common nails able 14 - Roof Sheathing Type----------_-------------------------------------(per TSD CMR Chapters 5B and 59) ............ Roof Sheathing Thickness..................:------_-----_:.....:......................................._. in.>-V16'WSP . Roof Sheathing Fastening............_..___._-•---__-•--.:._;(Table 2)....................... -- :--..................... Notes: _ - -1. • This.check ist shag be met in its entirety;excluding the specific exception noted in 2, to comply with the requirements`cf 780 CMR-530.2.1.1 Item 1_if the checl ist is met in its entirety than the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a_ Steel Straps per Figure 5 b. 2b Gage Straps per.Figure 11 c- Uplift Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2- ' Exception Opening heights of up io 8 ft shag be permitted when 5% is added to the pen:ent full-height sheathing - requirenients shown in Tables 10 and 11. : 3. The bottom elf plate in exterior walls shall be a minimum 2 in.nominal thidmess pressure treated 92-grade_ a_ From Tables' D and 11 and location of wall sheathing artid Building Aspect Ratio,determine Percant Full-Height i Sheathing and Nall'Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shalt be installed with strength axis parallel to studs. - n. All horizontal joints shall occur over and be nailed to framing. . 1 On single story construction,panels shall be attached to bottom plates and top member of the double - top plate. iv. Dn two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. ' V. Hortr-ontal nal spacing at double top plates, band joists, and girders shall be a double row of ad staggered at 3 inches on center per figures betow:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or fior¢ontal addition—required if project is i mile or closer to shore(generally,south of Rte.28 or north of Rfe.6) b)vertical addition—not required unless there is extensive n:novation to the first floor c)repiaceriient iviridows—needs energy conservation compliance only.(chap 93) G.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. MErr Tim EDGE mS I OR FP.kU R[G US,ESd MARS. AT6-0.c _, Tt u u - it nr 4l t ll ll t t y tf t it II ! a l T if u Ir rF r r t t 1. �• ' ILI it rr to it ',• it I t 11 n IL [� 1 L Ll �r ; z 31 1t SirIt . 1 , t r via It _ It l t11 -Jr1.- `..tSj-.rr� oDil$I EDGE 1�y STAG Ci$� 3`rla�t NA SpAC C, I Z1AtL FA71HiN PANEL • �'� : FRIDGE JZ! p'Rou&FNAJLHDGES?ACfrG CETAL See Daltail on Next Page Vertical and HotizDnlal Naifing Detail VErti for Panel Attachment Ga[and HotizanbJ Nailing for Panel Attachment _ .. - • h , , .. 4 � ,.• "pit- - _ Affidavit of Substantial Financial Interest of �e v Q'A 2 , on oath depose and state as follows: s 1. 1.am an applicant for a building permit for the property io atedAM \0\3 Parcel The address.of the property is � 2. 1 have \D 7 % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is N\Akc \� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: .Name Address 4. Within the last twelve months, from today's date, which is I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a buildingg-permit application: k MaplParcet Address 5. Within this calendar year, I have submitted _ building permit applications.for property in which I have a 1% or greater legal or equitable interest. . 6. Within the iast ten days, 1,have submitted building permit applications for property in which I have a-1% or greater legal or equitable interest. 7. Within this month,'I have submitted building permit applications for property in which 1 have a 1%°legal or equitable interest.,/ B. Within this month, i have received jCL building permits for property.in which`i have a 1% legal or equitable interest. Signed.under the pains and penalties of perjury, this- day of —, 2001 2001-00501affin 1 U1L.OTTERY/AFFIDAVIT ". Tow t,of Barnstable R -alatory Services -Richard V.Scal%Interim Director r Btdlding Div don Tom Perry,Building Commissioner 200 Main Street,Hyms,MA 02501 www.town_barnstablema.us Office. 508-862-4038 Fax: 508-790-6230 Property Ow:�Ler Must. Cornpl6te.aid Sign This Section If Usixig A Builder I, -Q.� i,&9- ,as Ownet of the snbject ptopetty 0 hereby authorize to act on my be is 0 matt=t0ative to arorkm± orized by this butRdiag p P,-r„1t_ (Aad=s offob) **Pool fences and alarms ate thexesponsibility of the applicant. Pools are trot to be filled ox•utilized before fence is installed and all final itLspections ate performed and accepted, Sa afire of Owner Stnat=e of Applicaa Rdat Name Paint Name 1 V TTJJ. IJ.L yeti III ue.esRJiv Regulator y Services-' M- . - Richard Y.scafi,iuterim Dh-ector. Binding Division - t g�aHcr.nrs� - Tom Perry,BmIding Commissioner 200 Man Street; Hya MA 02601 www fo�n.barnstabk ma us Qffice: 508-862-4038 .Fay 508-790-6230 - � - ._. • , HOMEOWI�LICII�E�'iTON .• '. - - - DATE: " JOB 10(CATI N xn3nbcr shut viIIago `fiOMEOwNER": _ name•. home phone work phone CURRENT MAILING ADDRESS: citylbwn s�Sc yap mdc The current exemption for"homeowner"was extended to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individnal for hire who does not possess a license,provided that the owner acts as supervisor. nEF=ON OFHOMEOVaM Peron(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is'intended"to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than or r home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to on Building Offi4ia1 on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildma peimit (Section . 109.1.I) • . _ . The undersigned"homeQwner"assmmes responsibility for compliance with the Stye Building Code and-other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mmiminn inspection procedures and requirements and that he/she will comply with said procedures and requirements. • Sig�atrscofHnmcowncr - Approval ofBmldmgOfcial Note: Three-family dwellings containing 35;000 cubic feet or larger will be required to comp)r with the State Bolding Code Section 127.0 Caostruction ControL HOMEOWNER'S EXMiTION The.Cdde states that: "Any.homeowner performing work for which a building permit is required sha11 be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who'nse this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q Rules&Regulations for Licensing ConStraCtIon Supervisors,Section Z:1�.T ark of awareness often • - results in serious problems,.particularly when the homeowner hires un1'rcensed persons.. Tn tbii ease;our Board eanmot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fally aware of his/her responsibilities,many communities rewire,as part of the permit application,that the homeowner certify that he/she understands the responsr'biNties of a Supervisor. On the last page of this issue is a.farm cur ently�used by several towns. You may care t amend and adopt-such a forrakerfiftcation for use in Your community. 0-\ PFff.ESnjjldSVnnlFmgpCanitfxmskRXF S-dog- .r, NEW HOUSE SUBMITTAL SCHEDULE ,If Submitted By Will Not Be Issued Before* December 10-December 23,2015------------------------------------------------------January 6,2016 December 24-January 6,2016--------------------------------------------------------January 20,2016 January 7-January 20,2016-----------------------------------------------------------February 3,2016 January 21 -February 3,2016---------------------------------------------------------February 17,2016 February 4-February 17,2016-----------------------------------------------------=-----March 2,2016 February 18-March 2,2016---------------------------------,---------------------------March 16, 2016 March 3-March 16,2016----------------------------------------------------------------March 30,2016 March 17-March 30,2016----------------------------------------------------------------April 13, 2016. March 31 -April 13,2016------------------------------------------------------------------April 27, 2016 April 14-April 27, 2016--------------------------------------------------------------------May,11,2016 April 28-May 11,2016----------------------------------------------------------------------May 25,2016 May 12-May 25,2016---------------------------------------------------------------- -----June 18,2016 May 26-June 8,20.16-----------'-----`---'----=' -=----- ------------------------- ---.------=June 22,2016 June 9-June 22,2016-------------------------------------------------------------------------July 6, 2016 June 23-July 6,2016-------------------------------------------------------------------------July 20,2016 July 7,-July 20,2016----------------------------------------------------------------------August 3,2016 ,. July 21 -August 3,2016--------------------=--------------------------------------------August 17,2016 August 4-August 17,2016-------------------------------------------------------------August 31,2016 August 18-August 31,2016--------------------------------------------------------September 14,2016 September 1-September 14,2016-------------------- -----------------------------September 28,.2016 September 15-September 28,2016------,--------------------------------------------October 12,2016, September 29-October 12,2016-----------------------------------------------------October 26,2016 October 13 October 26,2016-------------------------------------------------------November 9,2016 October 27-November,9,2016---------------;---=---------=,-==--------- ,Y November 23 2016 November 10-November 23,2016--------------------------------------------------December 7,2016 November 24-December 7,2016-------------------------------------------------;December 21,�2016 December 8=December 21,2016----------------------------- -----� =---{, - --- .January,4,2017 -. December 22 ' January 4 2017 --,--------------.-----------=- -_-----------=----------January 18,2017 *The Building Department has 30 days to review permits. JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO.775-6029 AREA CODE 508 - e-mail:John@JWkesq.com March 8, 2016 Thomas Perry, Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, Massachusetts 02601 Re: Determination of Buildability of Undersized Lot Lot 53 on Plan Book 277, Page 98 321 Cap'n Lijah's Road Centerville, MA 02632 Assessors Map 193, Parcel 139 Dear Mr. Perry: I have been asked to render an opinion whether the lot shown as Lot 53 on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 277, Page 98 constitutes a buildable lot for zoning purposes. In response to the request, I have caused the records at the Barnstable County Registry of Deeds to be researched. I have also reviewed the Town of Barnstable Zoning Ordinance. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds and the Zoning Ordinance it is my opinion that Lot 53 on Plan Book 277, Page 98 j constitutes a buildable lot for zoning purposes. This opinion is based upon the following: 1. Lot 53 was originally established on a plan of land dated August 21, 1973. The plan is recorded in the Barnstable County Registry of Deeds in Plan Book 277, Page 98. According to the plan, Lot 53 contains 27,318 square feet and has a width of 105.00 feet. A copy of the plan is attached hereto for your review. Also attached for your review is the Town of Barnstable Assessor's Map 193. Lot 53 is shown on the Assessor's Map as Parcel�139. r 1 Thomas Perry, Building Commissioner March 8, 2016 Page 2 2. The zoning history in this area is as follows: 1956 RB-1 Minimum lot area 10,000 sq.ft, 1.00' lot width (ATM 3/5/56, Art.42) 1958 RC Minimum lot area 15,000 sq.ft, 100' minimum lot width (ATM 3/4/58, Art. 49) 1982 RC Minimum lot frontage added (20') (STM 1/21/82, Art. 4) 1985 RC Minimum lot area 43,560 sq.ft, 20' frontage, 100' lot width (STM 2/28/85, Art. 1) 2000 RPOD Minimum lot area 87,120 sq.ft (10/26/2000) 3. When Lot 53 was created in 1973 it met the minimum requirements of the RC zoning district in effect at that time. 4. The 1985 zoning change made Lot 53 nonconforming. 5. At the time of the zoning change in 1985, Lot 53 was held in separate ownership by Albert Taros and Margaret Taros, the current owners of Lot 53. Albert Taros and Margaret Taros do not now, nor have they ever held an ownership interest in any of the abutting lots. Conveyancing History Lot 53, Plan Book 277, Page 98 6. Lot 53 was conveyed on August 20, 1982 from Charles F. Stanley and Joan C. Stanley to Albert Taros and Margaret Taros by a deed recorded in the Barnstable County Registry of Deeds in Book 3540, Page 76. This conveyance placed Lot Thomas Perry, Building Commissioner March 8, 2016 Page 3 53 into ownership separate from any other adjoining lots. It has remained in separate ownership since 1982. At the time of the conveyance into separate ownership, Lot 53 met the minimum requirements for a building lot in the RC Zoning District (Minimum Lot Area 15,000 sq. ft.; Frontage 20'; and width 100'). Abutting Lot 8, Plan Book 277 Page 98 7. Date Book & Page Grantors Grantees 4/27/83 3725/83 Charles F. Stanley Deborah A. Tsoleridis Joan C. Stanley (current owner) Abutting Lots 9 & 10, Plan Book 277, Page 98 8. Date Book & Page Grantors Grantees 7/24/74 2074/288 Charles F. Stanley S. Kent MacNown (Lot 10) & Joan C. Stanley & Mary J. MacNown 3/3/76 2306/150 Charles F. Stanley S. Kent MacNown (Lot 9) & Joan C. Stanley & Mary J. MacNown 6/13/96 10254/149 S. Kent MacNown Mary J. MacNown (current owner) Abutting Lot 52, Plan Book 277, Page 98 9. Date Book & Page Grantors Grantees 8/25/82 3544/136 Charles F. Stanley Bruce J. Vanderbrook & Joan C. Stanley & Paula L. Vanderbrook 5/1/87 5697/288 Bruce J. Vanderbrook Daniel P. Neath & Paula L. Vandebrook & Joann M. Neath 10/19/90 7333/218 Daniel P. Neath Joann M. Neath & Joann M. Neath 8/31/2001 14194/67 Joann Mary Pochron Lorraine E. Fabiano f/k/a Joann M. Neath 3/15/2004 18319/322 Lorraine E. Fabiano Douglas E. Mulholland 1/13/2010 24304/278 Douglas E. Mulholand Douglas E. Mulholland & Audra C. Mulholland (current owner) i Thomas Perry, Building Commissioner March 8, 2016 Page 4 Abutting Lot 54, Plan Book 277, Page 98 10. Date Book & Page Grantors Grantees 2/28/75 2158/117 Charles F. Stanley Carmello C. Saladino & & Joan C. Stanley Dorothea Howe Saladino 7/30/2002 15435/197 Carmello C. Saladino Francis J. Lodovico 5/4/2004 18552/211 Francis J. Lodovico Francis J. Lodovico &Anna D. Lodovico (current owner) Copies of each of the deeds referenced in this opinion letter are available for your review upon request. Based on the foregoing, it is my opinion that Lot 53 as shown on the plan recorded in Plan Book 277, Page 98 is a legally "grandfathered" lot and may be built upon for residential purposes. The lot is grandfathered because it has been held in separate ownership from all abutting lots since it was conveyed on August 20, 1982 and it meets the requirements of Section 240-91A of the Zoning Ordinance. No opinion is rendered on the effects of Board of Health regulations and/or Conservation Commission regulations on Lot 53. Very truly yours, J n W. Kenney, sq. JWK/bp Enclosures cc: Dean Stanley f 194- 194.001-013 9 044 194-030 194 0 194 Q41 '94d04 194-078 194. K 194-081 194 040 2 � 193 153 *' 194026-004 194026-006 194082 H 193 I62 19 �f135 193-143 193-259 193 s - 193,472 74 - R 1951 v 194083 y �a�� 193 ifil N ?r � 193 258 194'D84 193 171 s 193-101 193-104� r O 193100 93-142-0 193=k.60 A _ Qr G� 193159 r a;s a 193-260 193 0 �193 93 25 193-142 193158 ` t CO 193-103, g� 193105 Y � 193-157 193 169 :� zt 4 193 095 Rt. 193 168 e ae 193,053 6 r ti@y �I. `l 193 102 x: 193 038 93 2S 193 ifi7 � 193 10 r 9T s �1r0RQSBYRDy ty 325 19 193 166 A� 4 a - 193 140 � s y 193 U54 1 ' 1 k 54 { 193 214 y r 193 107 193.'2 193 039 r 193 097 193-139 0 193 Q k S 193 055 193-213 193-096 k Du 193-108 193 253 I93-212 193-138 J 193 Q51 a 193 05i fi t " 6 AtZf h.s & 33-215 f Z E? : 193 056 NY 193 137 T f 193=018 fw `193-109 193,-252 1937146-001 +a 193-250 ' `' 193 205 193 206 �Wf -` <} 193-110 193 251 193 019 q 3-207 193 136 5� 193 249 193-141 ;020 °- 193 '93 135 193 248" �` 'l`t� Q -'IR r k s. 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If found return to: ° m c o, m 3 Z D —�� 2e istration: `':"' _�_ �• Z o c 9 c%,1.32,149 Type: Office of Consumer Affairs and Business Regulation d co N m rn rr = 0 c m s = c N o (n I" MCm Cn -' ro xpiration:. 1=1/28/20.1:6 Individual 10 Park Plaza-Suite 5170 o d - cn a w -• c m o I o a s c b N ,.-+�— ,;.— r•:r! Boston,MA 02116 STANLEY•,j 1 `.l J L -• io= M O 0 (Aw a 2 w c a0 V n O C STANLEY :�;.'<<_ c c m PT.LIJAH RD .` 1-. ',!; I a� ,* o p M RVILLE, MA 02632'-'` D o o Undersecretary of valid withou sign a' e N ° a, .d � v C ' ?Gyl S ..Q k r Q C y ff 0. ... i I0^. a a) . fyD Yxl = a0 O K N i Bk 29509 Pg275 #12091 03-14-2016 @ 12:53p QUITCLAIM DEED I,MARGARET TAROS aWa MARGARET L.TAROS,of 39 Frothington Street, Milton, Massachusetts 02186 for consideration paid in the amount of EIGHTY THOUSAND and 001100 ($80,000.00) DOLLARS grant to DEAN F.STANLEY, individually, of 359 Cap'n Lijah's Road,Centerville, Massachusetts 02632 with Quitclaim Covenants A certain parcel of land situate in Barnstable(Centerville), Barnstable County, Massachusetts, being shown as LOT 53 on plan of land entitled"Plan of Land in Centerville Barnstable, Mass.,Scale: 1 in. =6-ft., Date:August 21, 1973,Charles N. Savery, Inc., Registered Engineers Surveyors, Hyannis, Mass.,"which said plan is duly recorded with the Barnstable Registry of Deeds in Plan Book 277,Page 98. For title, see Deed recorded with the Barnstable County Registry of Deeds In Book 3540, Page 078. See also Death Certificate of Albert V.Taros recorded in Book 25340, Page 10. See also Affidavit of No Estate Tax Due and Affidavit of No Divorce, recorded herewith. MASSACHUSEPPS STATE EXCISE TAX BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 03-14-2016 @ 12:53pm Date: 03-14-2016 Q 12:53pm Ctl#: 697 Doc#: 12097 Ctl#: 697 Doc#: 12097 Fee: $273.60 Cons: 080,000.00 Fee: $216.00 Cons: $80,000.00 PROPERTY ADDRESS: 321 Cap'n Lijah's Road,Centerville, MA 02632 ilip EXECUTED.undee seal.this 10 day of March,2016. Margaret Taros; F! a/k/a Margaret I. Taros; (PD�1— By herAttomey-in-Fact, Karin:T. Antin, underPower of Attorney recorded herewith COMMONWEALTH OF MASSACHUSETTS I Barnstable,ss... On this 14t. day of March, 2016, before me; the undersigned notary public; personally appeared Karin T..Antin; and proved to me through satisfactory evidence.of identification,.which was G 4,g-, be the person whose name is.signed on the preceding'or attach d.document, and acknowledged to me that it was the free act and deed of Margaret.Taros; a/k/a Margaret L. Taros.:for its stated purpose.. Notary blic: Michele 9. Cbhozzi.-P011ock My commi sign expires: 10/07/2016 . DATE ACo CERTIFICATE OF LIABILITY INSURANCE (MM/DO/YYY`n 11/06/2015 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 policy(ies)must 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 to the certificate holder in lieu of such endorsements PRODUCER CONTACT-NAME: ONTACTNAME: Kathleen Geddis NORTHWOOD ESHBAUGH INSURANCE AGENCY, INC. PHDNE 508 771-1632 At No: E-MAIL ADDRESS: kgeddis.north24@insuremail.net 540 MAIN ST. INSURERS AFFORDING COVERAGE NAIC 9 HYANNIS MA 02601 INSURER A: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: DEAN F STANLEY BUILDING CONTRACTOR INC INSURERC: INSURER D: 359 CAPT LIJAHS ROAD INSURER E: CENTERVILLE MA 02632 INSURERF: COVERAGES CERTIFICATE NUMBER: 10754 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS POLICY NUMBER M/DD MM/D COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ ETAMAGE-TO CLAIMS-MADE OCCUR PREMISES EaENTED occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY El PRO JECT ❑LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X ST TUTE _ ER OTH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBEREXCLUDED? I WA WA WA 7PJUB2E49857515 10/08/2015 10/08/2016 -- (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB I$ 5ooxo N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLJCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 507 Buck Island Rd. AUTHORIZED REPRESENTATIVE W Yarmouth MA 02673 Daniel M.Crov y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i Executed In Duplicate ODI Effective Date: March llth, 2016 9 r Western SuretyCompany LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62705684 n r In That we, Dean Stanley Building Contractor, Inc. of Centerville State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of Five Thousand and 00/100 DOLLARS (S5,000.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Permit 321 Capt. Lijahs Rd. Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until March llth 2017 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirty W' {35),:wdays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh,03Y0e46n"Iieved from any liability for any acts or omissions of the Principal subsequent to said dal; R e s K'I-he number of years this bond shall continue in force, the number of claims made ag ;ns this bond, atthe number of premiums which shall be payable or paid, the Surety's total limit of liab=l tj shall not be tb nulative from year to year or period to period, and in no event shall the Surety's total liability 3br-all claims=exceed the amount set forth above. Any revision of the bond amount shall not be curaquas�ve: Datedt$is llth day of March 2016 r Dean Stanley Building Contractor, Inc. G Principal Principal WESTE �SURETA COMPANY B y Paul T.Br flat, Vice President r Form 532-12-2015 r r r Executed In Duplicate l ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 SS (Corporate Officer) COUNTY OF MINNEHAHA f On this llth day of March 2016 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }h5h5y55y5yhhyyhy��5wyyh�,} s M. BENT s sSEAL NOTARY PUBLIC SEAL s s SOUTH DAKOTA s Notary Public—South Dakota }e,ye.,yyeayh5hy55yh�ihh5eahh4} My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL 1 STATE OF ss (Individual or Partners) } COUNTY OF ) On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that—he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF 1 (Corporate Officer) COUNTY OF j ss )On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public (7� E ~ >102 CV1hp d o p: Q) Ln ° z a o 0 a 0 � w -o Executed In Duplicate Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America, does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected VicPresident - as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Permit 321 Capt. Liiahs Rd. Town of Barnstable bond with bond number 62705684 for Dean Stanley Building Contractor, Inc. as Principal in the penalty amount not to exceed: $_5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 11th day of March 2016 ATTEST WEST E N / UURRET COMPANY By G-� /. _ L.Nelson,Assistant Secretary Paul T Bruflat,Vice President / kr' CORPOR STATE OF SOUTH DAKOTA ,SEAL } ss COUNTY OF MINNEHAHA g On this llth day of March 2016 before me, a Notary Public personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. ty5hhyhh5y�,55�hyy5�hhyyah} s J. MOHR s f SEAL NOTARY PUBLIC EAS f f SOUTH DAKOTA�f Notary Public +hhhhhyhhhyhhhyhyyyh�55w+ My Commission Expires June 23, 2021 ry To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 ��� REScheck Software Version 4.6.1 Compliance Certificate Project CAPE Energy Code: 2012 IECC tip Location: Centerville (Barnstable), of Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 988 ft2 Glazing Area 13% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 321 CAPTAIN LIJAH ROAD DEA 4 STAN LEY CENTERVILLE,MA 508 37-0996 Compliance: 2.6%Better Than Code Maximum UA: 152 Your UA: 148 The%Better or Worse Than Code Index reflects how close to cor ipliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies an Ceiling 1: Flat Ceiling or Scissor Truss 684 38.0 0.0 0.030 21 Wall 1:Wood Frame, 16"o.c. 988 21.0 0.0 0.057 46 Window 1: Metal Frame:Double Pane with Low-E 132 0.320 42 Door 1:Solid 42 0.320 .13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 988 38.0 0.0 0.026 26 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the,2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: CAPE Report date: 03/23/16 Data filename: Untitled.rck Pagel of 8 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemi ed in a separate table, a reference to that table is provided. Section Pans Verified eFteld Verof�ed; F y 'Pre Inspection/Plan Review _ Complies Comments/Assumptions Reqj Value , Values 103.1, ;Construction drawings and ❑Complies ' 103.2 idocumentation demonstrates (PR111 ;energy code compliance for the ❑Does Not I building envelope. t � x Y G ❑Not Observable r r ;� .`,' ..,_� ❑Not Applicable 103.1, ;Construction drawings andk ❑Complies 103.2, (documentation demonstrate , a �` y�; i � []Does Not 403.7 ;energy code compliance for - x ' (PR3]1 ;lighting and mechanical systems. ��� `�'� � ���' 3 ����-� � ��� X❑Not ObservableI ,,[]Not A :Systems serving multiple "" PPlicable 'dwelling units must demonstrate ,compliance with the IECC `•.Commercial Provisions. Ui 362:1, Heating and cooling equipment is I HE ating: Heating: ;❑Complies 403.6" isized per ACCA Manual S based 1 Bt /hr Btu/hr ❑Does Not k [PRZ)?, "on loads calculated per ACCA Manual J or other methods C oling: = Cooling: ;❑Not Observable ; Bt /hr Btu/hr ❑Not Applicable I approved by the code official. PP Additional Comments/Assumptions: 4 i 1 High Impact(Tier 1) §2` Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: CAPE Report date: 03/23/16 Data filename: Untitled.rck Page 2 of 8 r 2012,IECC Foundation ti inspecon; �y Complies9 Comments/Assumptions 303.2.1 A protective covering is installed to i❑Complies [FO1T]2 protect exposed exterior insulation -❑Does Not ;and extends a minimum of 6 in. below grade. :❑Not Observable ❑Not Applicable 403.8` :Snow-and ice-melting system control ❑Complies [F012]2 installed. ❑Does Not i❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: , t 1 High Impact(Tier 1) �2 Medium Impact(Tier 2) 3%; Low Impact(Tier 3) Project Title: CAPE j Report date: 03/23/16 Data filename: Untitled.rck Page 3 of 8 I Section i P ns Ver�Fed field Verofaed IFrameng;/Rough In InSpect�on Complves� drommentsJEOssumptrons &Re .ID # Value Value 4- 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 <❑Does Not ;table for values. [FRl]1 i ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- []Complies 'See the Envelope Assemblies 402.3.1, average). +❑Does Not ;table for values. 402.3.6, ;❑Not Observable '.. 402.5 '❑Not Applicable [FR2]1 ; 1 303.1 3 U-factors of fenestration products i -�❑Complies [FR4] ;are determined in accordance l -e ❑Does Not ;with the NFRC test procedure or •. ` x taken from the default table. ¢ A " �� X r ❑Not Observable ❑Not Applicable 402.4.1.1 iAir barrier and thermal barrier ,❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. 1, 3 � .�.'-yea a i ` ' :�,-,[]Not Observable ❑Not Applicable 402.4.3 iFenestration that is not site built t 0 :�, M r x �h; , ; ❑Complies [FR20]1 is listed and labeled as meeting '�"€ $ F ❑Does Not ;!AAMA/WDMA/CSA101/I.S.2/A440 for has infiltration rates per NFRC f ,f .❑Not Observable i 1400 that do not exceed code �� ' Q` ❑Not Applicable i limits. 402`.4 4' SIC-rated recessed lighting fixtures Byr n ❑Complies [FR16]2 ..'tsealed at housing/interior finishr3 �Y ",; a ❑Does Not Viand labeled to indicate s2.0 cfm3 ? = leakage at 75 Pa. ta❑Not Observable X❑Not Applicable t 403.2.1 .Supply ducts in attics are R- R- ❑Complies [FR12]1 {insulated to zR-8.All other ducts : R R_ ❑Does Not in uncond iti oned'spaces or outside the building envelope are! []Not Observable insulated to>_R-6. ![]Not Applicable 403.2.2 All joints and seams of air ducts, ' ❑Complies [FR13]1 lair handlers,and`filter boxes are [ r�s # *F p5 r6❑Does Not I F ;sealed. s� �` r a �, � � � �k�'� }'��❑Not Observable j r G�';. " �.>���3,`"` �� �'r❑Not Applicable 403.2 3 Building cavities are not used as ' S 9 ��� �+ c� �� ���k,,,< � .,� x, ''�❑Complies [FRi5]3 ,3 ducts or plenums. ` 1 �j` x ass ❑Does Not _ _ ,� >��`` � ��, �, ��`,„ ,k � �(❑Not Observable < �-� fi r� _ �;❑Not A licable 403.3 {HVAC piping conveying fluids R- R- ❑Complies [FR17]2 . Iabove 105°F or chilled fluids ❑Does Not I ;below 55°F are insulated to>_R- ; z3. !❑Not Observable !01\lot Applicable 403.3.1 'Protection of insulation on HVAC µ' ys '' ❑Complies 71 [FR24] 4 1 piping. ❑Does Not �'1_❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to 1 R- R- 20Complies [FR18]z ,< zR-3. 3 ❑Does Not r - '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 77 7 Low Impact(Tier 3) Project Title: CAPE { Report date: 03/23/16 Data filename: Untitled.rck. Page 4 of 8 + Sectiion r § PI ns Verified Fseld Ner�f�ed 4' Framing`/Rough In Inspection - Complies oents/Assumptions &:Req.ID :daluer ,dalue - Cmma, � y 403:5 ;Automatic or gravity dampers are ; ?y ar r , ° :JE]Complies [FR191 installed on all outdoor air F ,. �, ' ODoes Not ;intakes and exhausts. � r ❑Not Observable ' Irk ,;�'# _ w, ,x `ONot Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) t2 Medium Impact(Tier 2) °3-.Low Impact(Tier 3) Project Title: CAPE r Report date: 03/23/16 Data filename: Untitled.rck Page 5 of 8 :section-- I Elns Vi ri ied ;Feld Verified., - Insulatoon;Inspectoon m Compltes� Coments/Assumpteons V ;. a.de . Vague i 303.1. 3AI1 installed insulation is labeled m ❑Complies [IN13]z or the installed R-values � t ❑Does Not provided. ,�14 i '•. :e �T y r; s( `, j❑Not Observable ❑Not Applicable , 402.1.1, Floor insulation R-value. R-1 R- `❑Complies See the Envelope Assemblies 402.2.E ❑ Wood Wood ❑Does Not 'table for values. [IN1]1 I❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, ':Floor insulation installed per 'k 14��� '� � ,` � ❑Complies 402.2.7 :manufacturer's instructions,ands , > * ❑Does Not € r .; x [IN2]1 in substantial contact with the E � W 1 '❑Not Observable ; underside of the subfloor. ° • s K ` x. ; ❑Not Applicable 402.1.1, ;Wall insulation R=value. If this is a R- ._ R- ;❑Complies tree the Envelope Assemblies 402.2.5, i mass wall with at least lh of the ❑ Wood ❑ Wood t❑Does Not :table for values. 402.2.6 ?wall insulation on the wall ❑ Mass ?❑ Mass [IN3]1 exterior,the exterior insulation ❑Not Observable , requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 1 i 1 1 1 t 303.2 'Wall insulation is installed per 3 z 33K'` "❑Com lies [IN4]1 manufacturer's instructions. T x ]❑ xf x T . . Does Not �❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: i I I (4 I t 1 k { I I { i 4 i i 1 r 1 High Impact(Tier 1) j �2 J Medium Impact(Tier 2) 3;:Low Impact(Tier 3) Project Title: CAPE I Report date: 03/23/16 Data filename: Untitled.rck Page 6 of 8 f Section" y : , Plans Veref�ed Feld Verified 5 '# Final Inspection Provtswns Com lies Comments/Assum bons"' Value ' s# P p &Req:l®. 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 +❑ Wood ❑ Wood *❑Does Not ,table for values. 402.2.E ❑ Steel ❑ Steel ❑Not Observable [Fill] 1 ❑Not Applicable , 303.1.1.1,;Ceiling insulation installed perF ❑Complies i 303.2 manufacturer's instructions. [FI211 `Blowninsulation marked every g x } E s ' " ❑Does Not 1300 ft2. :~ " ❑Not Observable ❑Not Applicable 402.2 3 ,Vented attics with air permeable s s f > � ❑Complies P f3 h. '� •�' (FI22]2 ;insulation include baffle adjacent N-: s i ❑ 'to soffit and eave vents that $ } - g Does Not 1 extends over insulation. ** a ; ra ❑Not Observable . ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [F1311 r insulation_>R-value of the =❑Does Not ;adjacent assembly. ❑Not Observable x ❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 f❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable. ; tests,verification may need to ❑Not Applicable :occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies R [F[24]1 by manufacturer at<=2%of > ` e3❑Does Not ;design airflow. f ❑Not Observable ' ❑Not Applicable 403.Z.1 ": Programmable thermostats E]Complies R [F19] installed on forced air furnaces. c r FF rF •❑Does Not ❑Not Observable j s 1 3 • ", j❑Not Applicable 403.1 2 Heat pump thermostat installed `' ❑Complies [F110]2 on heat pumps. t� t at tx `� ❑Does Not + ❑Not Observable } r� r== ❑Not Applicable 463.4 1 }Circulating service hot water ❑Complies [Fi11]2 systems have automatic orj` ❑Does Not ;accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.5 1 ;All mechanical ventilation system KUxN xf ❑Com lies ' [F125]2 ;fans not part of tested and listed e ;r; t ;2 ]D p oes Not s HVAC equipment meet efficacy ` _ ' > sand air flow limits. ems. '„. c�,,�� ""' ;,;.::, ,� ' ��" ��� =, ❑Not Applicable ; + 404.1 f 75%of in lamps permanent 1 P o P �� _� � �. ,� ��� � �°� �i�x �.. i❑Complies ; [FIE] fixtures or 75/0 of permanent £ , ; 3 € * � ❑Does Not ;fixtures have high efficacy lamps !Does not apply to low-voltage �� FS :` a .n ❑Not Observable alighting. rTc ' S �� - fz❑Not Applicable ; 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GAPE Report date: 03/23/16 Data filename: Untitled.rck Page 7 of 8 section - ` # Fonal.lns action Provisions ` Plans Verafied Fieltl Ver�f�ed" { p ] Y'Value' ' Value F Co CommentslAssumptions ID 404.1 1 ;Fuel gas lighting systems have e „ � � � ;4} '4❑Complies [FI23]i no continuous pilot light. ❑ Does Not ❑Not Observable ❑Not Applicable 4013 ;Compliance certificate posted. r ❑Complies FIZ z , � f � []Does Not T x❑Not Observable ❑Not Applicable 303:3 . -Manufacturermanualsfor r r Mtn � "' s❑Com lies [FI1$]3 mechanical and water heating ` �3 ❑Does Not F systems have been provided. MINI,a , ' b ❑Not Observable fr I❑Not Applicable Additional Comments/Assumptions: 1 `High Impact(Tier 1) 2= Medium Impact(Tier 2) 3>, Low Impact(Tier 3) Project Title: CAPE Report date: 03/23/16 Data filename: Untitled.rck Page 8 of 8 f 2012 OECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.32 Door 0.32 .( .. Heating System• Cooling System• Water Heater• Name• Date• Comments P A- C 9 F O R Y E" MEMBER REPO L�ve�2�Floor.Flush`Bea � � . � PASSED I� G 3 piece(s)ir3/4'X'11 7/8" 2.0E Microllam@ LVL t,✓ Overall Length: 16' o + ey + o 16' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. ,,,.��.i�,Roio�aii���,i✓i oea�mi�//�reooai/ �///��,H r��io/% iiiiiii � /// i������jiia o �%ioa%��o i. �,701/////� Gon!,,,,,rwU9� j/��%/�� System:Floor Member Reaction(Ibs) 4281 @ 2" 5020(2.25") Passed(85%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3643 @ V 3 3/8" 11845 Passed(31%) •1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 16636 @ 8' 26772 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.412 @ 8' 0.522 Passed(L/456) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.532 @ 8' 0.783 Passed(L/353) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 15'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 1-Stud wall-SPF 3.50" 2.25" 1.92" 976 3360 4336 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.92" 976 3360 4336 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 1-Uniform(PSF) 0 to 16' 10'6" 10.0 40.0 Residential-Uving Areas ] n (Iv SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this caiculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.coin/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by DEAN STANLEY N OF 414,96, MICHELE yGN g CUDILO rn o0 STRUCTURAL N No 34774 90,c.FOISTED ��� FSS/ONAL�G j Forte Software Operator Job Notes 4/13/2 6 9: 3:43 AM Forte v5.0,Design Engine:V6.4.0.40 MICHELE CUDILO 321 CAP'N LiJAH g g i MICHELE CUDILO:P,E. 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Teel s7).._... .�n6t..I 14£a...,.._ L Sheathing mhinga d all 1''IcMlcealbnofWaiisheaNingan.ulltling pee Ratio,determine Percent ' ring W ell Connepdons - 'Woot ng and Nei Spacingshe requlremenle _ ss c ns Checkli rCom li e(,so:.crosao za:i)r: . C.mPliazrr< Nonloedbea I�' Lmtoml in.nt led common-.- -.a I) "_-...^ b. Woad Stmdurel Panels shall 1r minimum Udckness of 7/16'and d Installed as follows: - ,,,, t 10:mph Load coating wall Openings(retold larg t p --got �abf l8)p t'pna,^+ mein) 1 L..Pal els shall be inatelletl with atrongth As parallel to studs t.t SCOPE "" "' :-,.B Header Spans -- -- '•^ Wtsarcae ., ,.µ ns u to,panels shall lathed to bottom es and erdthe double -.......... .......... ... .... Wine SPead(3 sec '- - .. "" Sill Plate Spans I plot.. bl 9 ji. All dzonler once shall occur over and banished to framing. .(Table 9), in.517 III, O Ingle story m tr d'n pan all be mplat fop memo .. F no. .. ) able 9 I R Wibtl Exposure Cata9o7...• / Full Height Studs(no,of studs ...................R )..........._...__.-..;..: ......� top swots . V qq but I d a sto st�r es G2 stones Non-Coed Bearing Wall-Openings(fecord largest openm8 Table ek all openings I'ar eoY ncre,-�'^bsetE' Iv panel shall be made to ' tory orn,upper panels shall be athalthod to 1,2 APPLICABILITY excaedsain l2 slapa,shall be consrdere ry) 2.:�1,s12:12 - Heedera """-� ) --. - aroofWhmh d ....:: ..�` pans............... .. - ....(Table gJ.... -71t and tattach J its ads o lost pass atfrstfl attachment fiaml Bey Number et Stones( ... „(Fig 21 - 4_$....a.S 33 $II.PIata Spans .... .... -_- -- ,....• v top the ..... 2 - '._(Table 9J. - _ Roof P tan.:..._. -�-- ,., ,(Flg 2).... ^" """." - "" "-+�- -- Horizontal nail spacing at double top plates,band Joists,and girders shallherefdoubla Pow of Btl m„- .... .... .$.{e It 580 Full hlei tit Studs .oPstuds ......._. 6I n re5 g fl Mean.Root Haig hl .. ......: (Flg 3)... ,,Z on cat below and Horizontal rP Attachment n "'-' ftS80 Exledor W.lBSheaihtng to'Resis[Uplik and Shear SimWtaneously lygg er - i'3... -- - Buildin OMension,W �.� - ass Bu'dd n9 W nth.W .. ... F ...... g. Inim - B .._..._ .. r3 s M I _ ..... Buildm9 len9lh.L ...... .... um ... ----- - - ( g ) ...(Flg 4)...s - N.m'nal Helght.of Tallest OPanin9a -" As ed Rabo.(IJVJI. ... ................... i 4..S:Q".ryocm,.. 't:d' nBa: ....._.. (aote4)._. ..4t _ . ... s Bred at 3 rtrhes center per Agu b � NaiUn?o anal Afta< I •s sH / 'k I _N I eumldmn9 P z .........(F9 1 Sheathing Type- i . a tit of Tallest OPenm9 --- """ : i ci ... -.......(Table 10.arnate..-l----- .. ----.... Nominal He9 Edge Nai SPa ng ey.........._. .... e field Nell 5paGn9......:......_.....-._.-._.((abl 10)-....-.._....._. _....-_-"- - 1.3 FRAMING CONNECTIONS able 2)... -- -- --"'--" Shear ...: .. General comp)ante vi[h framing canneceons...........(T 9 able 10........._. .c Percent Full-Hai h[Sheathin9._..__. 5%Addlacnal SheaN(ng for Wall with Opening>68'(Oesivn Conc Pls) -a. _ u _ 2.t.FOUNDATION g requi Maximum Bullding Dimension,L 8 - . F.undanon Wails meebn laments off60 CM1: 104:t _ ... .., e. ,-, .. - Nominal Heghl o(Tallest OPeninge...... .-,..... . Concrete. - .. .. . .... _.. (nola 4;......_.4 ._....... - .. .. Sheathing TYPE ......... .......... 33 Goncrele Ma so rY Ee NalS ......(Table /wnote 4lf less).... min, q 9 a sun.:..._ .... ........ rye P 9 ...... .-liable it).: _. .. .__..........__.....-_�-in. pPNMI ' a .... ... .... t'sew aptaEalaW � Field Nall Spacing.. 1 :T/ 2,2 ANCHORAGE TO FOUNDATION°J. ��A Shear Connection(nc of 16d common nam4^)(Table ll). .-.._.._ }} .._,rr - 5/B'Anchor Bolts imbedded or Proprietary Machen c;fabl<q)s as an alternehve In oonefete only percent Fuif Haight Sheathing.:_.. - (Table 1t)... _.-. Y� - neml .. ... b-in sa'r12' ..._. .A.:tC.]'Tt .I v . Bal[SPaun9 9s 5%Additional Sheet all with p) - ---_- ' ...(Fig 5)....... _ .�In 27' _oL . Bolt Spacing hem or". of Plate.. ... Add' Mng forVJ Opening>8'8'{OeSlgn Conrs is - tEmbedment-concrete.... ... .. (Fm9`✓)-- iG, in 215" _Y Wall Cladding - - _... _ _..... _..... .. - - Bol ... (Fig 5).. ............. 7 I -merit-masonry. - .23 x3'x%' -y Rated for Wind Speed?._ ._ "' . , r°I 1aWE � Ir.vauB1E t-t Elb' Plate Washer..- , :: .. 6.1 ROOFS . ..,: use AWO FIrwn To I. BBRS 1Nebsite) I '. .�gl O sna4a Asa ... `�- Roofffammgmemberspanschaok®d? ._. ... ..(For Rafters :8 if x V Igcal tu(d:Jipmm��l Nailing I ' . + --- .. .:smalrer.f2 or L/3 - �]( 3.1 FLOORS-' (per 7B0 CMR Chapter 55) „(Figure l9).......... RTr. Floor framing membef.Pans checked:.. ..._(FIS 6)- .... ... .._..._- rbl f4+ ft doe 9 ells _.._...._ .. _ s 12' Roof .... ... ...........o._..... ,I Olmansion. .� Truss or Rafter C ndgoQ,ns at Loa arm W u 4� , _ •• -' for Pej�el Attachment Max mum Fluor OPemm�9 lass than 2'from E#allot Wall(Flg 6). ... .... ..... r -; t4 Full Height wall Studs at Floor Openings_ ProprietaryrAftnneet05 (Table 12)........-.. ..U- -_- Maxmum Floof Joist Setbacks /.ft Sd - _., ._.... ..._.. _. ...._....._ -_.c PFo g 9 _......- .. able 1,2 -,Su m n Loadbeadn Walls or Shearvvall.... (Flg Lateral.,...................... ..... (r ).__..-,-.__....._...............L=� , O'ntllevered Floof Joists B ........ .... :.. R - Shear._..__.........._....._.-.. (table 1(re.-.._3)._... h , 11 eoa stro Connectlons,.if collar tles not usetl per page 21 (Table 13). .T j(aZ pit is Maz mum .... _-✓,, v 11 - ortin LoadDeann9 Walls or Shearwall_..... ..(Flg ) .... W p _...•-..•... ' , Su 9 1 PP .... ....(F19 ) ..-... .. _................. .... ...... -_- ..(Figure 20).... -_�,fts smaller ot2'or ll2 FloarBmcmn9 at Endwells-. _ .,,...(par 780 CMR Chapter 55):..._....... ... ... - Gable Rake Oudpoker-...._ ..._ _ i:. i.. "" "-" -,...- 780 CMR Chapter 58)........_:.+t in. -�� T se or Rafter Connecdons at Non-Loadbeadng Walls _� _�V ea a... - r FI or Sh to n9TYP ,•,-,--„ (Pa in-edgew_'^"dtl PmpembryOonnec[ors . heathmg Thickness � r S .... .. d noes at Flo. ...._...(Table 2)-.� _ . FloefShea(hin9 Fas[en'n ..', bite- ) „'-:. .y- ..._•-��Ib: Lalfml(iw.of 16e common nails).(Table GM.. -_j=}S1� . d 1 WALLSo ✓ - Roof Shea thing TYPe..._-. -......__._ _... __.(pef 0 CMR Chapters 58 grid 59n P _ e 1 on axt " 3 f4 R stA' _- Rcof Shealhin9 Th'da'ess:_. 27716'WS 1 naafi --------KKK777--- INeI,H 9Dk (Fig 1b and T bile 5) .ngttf: Z®'. ft 520 f.5hea 9 f=asten -.-.._~. ....__ .... .. ��]]�� Penal m _.._(Flg t0 e d T DI $)�7. _ -�Y Rop. in9 .(Tagle 2).:. ...-._ N {ya3ttbeammgwalk....... .... ... ( kC; rn'S24',vn .Notes• Nin J .... . Fg10a dT,bI0s) ..... Sea N Page ' -Wail Stud Spac rig ... ,... -' `- '- ) - 1. This checklist shall be metro its a of .exdudm the opedfic exception note m Z,b ism Iy with Na requirem?nts of Vertices and Horizontal Nailing for Attachment ' '.(Figs 788 rt 4d WaII 9tolyiUBflsEfs - - - 7t)O CMR 530121.1 Item'1.If the the ktist is met in Its enarefy,then the follpwing metal soaps and hold downs are not re per Na WFCM 110 mph Gwda. - 42 EXTERIOR WALLS' i Wood Stud-ma Loadbeenn9 ,(Ta41e 5) $. �1//- 14 �'.n' � -��� 2 tt�PStrap. tr Ps Fl9�9ure 7 re 17 - Non-Loadbeenn9 wells ...._... :.( e. par ar Gable End wall Bradn9l el P ins g APmer Str t�itds fialduDawns Par Fi ure Full He 9ht Endv211,SNds.. ...--- r Ezcapllon Opening helghts of u p to 8(t sn i ..-'. - .. .. ._._........ _..._��. i 0.9}N n m Tablas t0 and 1'i mined when b%-added m Na Green fullest g sh _ Be end F tit be permitted er n WSP AR,c Flo.f Length.. .. __- .. - requlr�menfs show - . ..-... -. I G Calling Length(IPWSP not used)_.......(Rgtt)... �f Ypsurn ....... ........... T 1, The.bottom slit plate In and dorwails shall be a minimum 2 in.non+lnal'thickness Pressure treated p2�rade. end 2z4 Continuous Lafe218mca@6Rac.(Fg tt/"" - - 4Rs In end)olstartrussbays_ _ or 7 3 ceiling furring Strips@iG spacing min wNt?x4 Dlecbng(3 Pacing . Doubl T PPI to -.(Fg 13a dT bl 6)..:-. ...:. SpliceL 91n .... ... -_. .. ....._-. Y � i Spimw Connection(no of 16d common semis) ( Na ss .. -.5� DOU@LE TOP .CAT _ - . 110 MPV EXPOSURE B WINU ZONE - - Table 2.,General Nailtng Schedule: Al - JOINT DEC PTO Numb r of Nu bier of Nall S acl '� ° :{ .CommlS N)Is Boxes ilsils t. .. Roof Framing '_ ' en D HEAD DOUBLE ER Blockinglo Rafter(Toe-nailed) '2-8d 2-1 ad' 'gach d Rlm Board to Rafter(End-flea) I .2-{6d }i8d each and (; Wall Fremtng - FULL :-REQUIREMENTS AT EACNEND OF'HEADER .Top plates at IntstrsectI.ns(Face-moiled) 4-16d. 5-16d .atl0ints HEIGHT MINIMUM . _ Stud to Skififfece-nailed) 2.46d `2-i6d 24"o.c. .. 1Qd 16d 16"0 c,along edges STUD _ HEADS SPAN WEAD NUMBER DF UPLIFT '.LATERAL t 1 - HeadertOHeader(Face-palled) - _ _ (IPT•) FULL-HE)UNT _ EXTENO HF_Aorx _. 4-Id.. Od. Per Jolsb.. 011BL p r Flops Frammg - - ', W.B. , - TO KING STUD Jofat tb.$II1,Top Plate or Girder(Toe-Nailed)(Fig.14) _ D E JACK-STUD �•J 2-d 2-10d each end. -' WINDOW SILL PLATE 2 `I32: 12E (LBJ _.'STUDS - 2X4 I 2TI shaoNma Blockmgt dPlst(Toe•nafled) 1-.0a 416d' -'each block" _ 31 22X4 2 must seen- BlpdOng.to Sill or`top PWte(Poa-natied) _ 416 198 y -? 8-fx1 4-18d each Joist up o,br ,%', Cadger Strip to Beam orOirder(Facevtalled) d 3-10tl PerJoist _ 4 2 2X4- _ 2 5@4 26k J ' •' Jo)ston Ledger to•Beam(Tpe-Nailed) 1 4°16d par clot - - -- ----- ----- ---- __ _________ _.$ 2-2X41 .3 Band JOlsttd Jolist(End°nalled)(F)gA4)- 6•'JBd :band Joist to Sill or Top Plate(Toe-nailed)(Fig.14') .2='(6d, 3-1 Bd per foot '693 330 .. .. 2-2X& 3 831 396 g 'Roof Sheathing _ l -2-2X8 3 `' B70 46m t Wood Strudural Panels - NAL rap PLATE .. Bdi igd 6"etlge/8"fain .$ 2-2X12 3 NAL TC rdR PLATE Rafters or trusses spaced up to l8"o.c. __ _ __ _ _ __ ________ - - _-_-- I,IPB $ Btli 10d .?°edge/?"field -- _ ___ .+'•1 52 f NAILeCNFni TWO ROW5oFled Rafter�ortiveaes���cedoverlB'o.c...' .ed .. tOd 6"etlel8°fleld ;' .crt• ,.4 ;%___ ;;, .9 3-2X)O '3 1,24Twr '5.94 ' ad cotRtON ;';' ( Gable endwall rakenr rake Incise w/o gable ovefhang 9. NAILS AT 3'O,C. - • • • . AT 3•o.c -_ Gabll3 endwall,r)& or rake;truss w/structural out lookers �8d 6' e/6"field. 10�. 3-2Xt2.I 4 e 13,8£a 660 Gable Ondwaltreke'orrake truss w/lookout?locks Bd 10d 4° e!4".field ,'/ .40•p .004 .ud•. .4d•n ,4p a ,ep•a - 0•. .rd•e .40•n .od•i IJ' 4-2XI0z OR Ceiltng Sheathing A N a . Nail schedule Gypsum Wallboard Ed coo) 7°edgel l0'fialtl �o�na4 4 d•. .d a .�d 4 p••°°n,� °° e �d•.•n 0 - - .TAS�,f_ g. W!"'hL Q _ _ Bd common 1 z a/e"ANCHOR l3ol_Ts WITH TYP.ANCHOR BOLTS AND° PNCsS 'F-E ;4Da'•& vt.3°o.c 3"x3"PLATE WASHERS - e.' o.F° • 1s, '>. 3X,3)(114'PLATE WASHER, - I:xTERIOR � Wall Sheathing {����� rmpdp VIE'WOF WoodSWcturalPanels . .an .ed•a .4n�. ecaa. a•. o'ao•. ."0., IN LOADP GARAGE 8d: 10d edge/1a°field/. ... .. ,t IOPENING Studs spaced:up to 24"¢a Bd I(1) ge/6"field , 'e, u, 's, t, ° lea, , 1cto ' ' + s'w'rCEN�3 WF-41.-LS W'and 25/32"Fiberboard Panels 3"ed Gypsum WallHOdM8d coolers 'j - 7edg.1 lO"field 'a .ena°,40•s .40•e .40•a .ena :40n 4One1,. oil. 40 � -Floor Sheathing.' •. ° 8d! 10d G'etlge712"field or ess - 10� 16d 6"edge/6'fieldGreaterthinl" �- ('7)Corrosion resistam U gage nails and i6 gagestaples are pernf itted;check IPC for additional requirements.N.I 8d commonq. Nail:Unless otherwise stated,sizes given far nails pre coinmen Wh sizes.Box and phaumadc nails of equlwglant i diameter and or greater length to the specified oormnOn palls may be substituted unless Otherwise '. .. : .. s. t Proliihited. 1 77.. ,. ®®66�� _ r f 5•wa o nrasiananoN - Brucew 1CN ZS�11b :3rr. sew w 77 6 73o. t n ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES - A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA -A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. - BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN �q EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING , jF . EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN, POSITION; " T FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. OVA C-D ,• ..- GEC . GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE1 , - GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE_IDENTIFIED BY ;,w;: t HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 5-r 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL A, , Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ' kVA KILOVOLT AMPERE BUILDING 'OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL` DISCONNECTING MEANS PER ART. 690.31(E). F MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY I NEUT NEUTRAL UL LISTING. t _ E NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE 1�- OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION ; . HARDWARE. h PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD JESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER { MAP Y VICINIT ' Voc VOLTAGE AT OPEN CIRCUIT I AP INDEX W WATT 313 NEMA 3R, RAINTIGHT I` PV1 COVER-SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS 1 PV5' THREE -LINE DIAGRAM LICENSE . GENERAL NOTES o . ( Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL — THE INFORMATION HEREINEER PREMISE OWNER: p DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THEJ B-0 2 6 3 6 2 2 00 . DAVID LOTHROP David Lothror RESIDENCE Alex Takahashi .. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TEM: ~ ����SolarC�ay NOR SHALL IT BE DISCLOSED IN WHOLE OR INp V4 w Flashing—Insert 321 CAPT—LIJAHS RD 3.9 KW PV ARRAY ► . , PART TO OTHERS OUTSIDE THE RECIPIENTS - ORGANIZATION, EXCEPT IN CONNECTION WITH BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE arCity Standard #SC325 24 St.Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: .DATE: Marlborough,MA 01752.- PERMISSION OF SOLARCITY INC. E PV 1 b 4 17 2017 T. (650)638-1028 F: (850)836-1029 , AURORA PM-3.0—OUTD—S—US—Z—A—RGM COVER SHEET (SIBS)-soL-CITY(7ss-zaB9) ww..Balar�ity.�a�n T , PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 128 ARRAY AZIMUTH: 128 MATERIAL: Comp Shingle STORY: 2 Stories LEGEND Q (E) UTILITY METER & WARNING LABEL OInv InY INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS E�°C DC DISCONNECT & WARNING LABELS RSD RSD ; D O Ac AC DISCONNECT & WARNING LABELS LEM t ' AC AC Qe DC JUNCTION/COMBINER BOX & LABELS 7-3 1IL--J DISTRIBUTION PANEL & LABELS P A Lc LOAD CENTER & WARNING LABELS K. m O RIUKI sT uCTURAL O DEDICATED PV SYSTEM METER v NO 51933 -GIs TE�� Front Of House RSD RAPID SHUTDOWN- - SS�ONN-� Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR Digitally signed by Humphrey GATE/FENCE Ka rl u ICI 0 HEAT PRODUCING VENTS ARE RED 1! INTERIOR EQUIPMENT IS DASHED Date: 2017.04.17 17:48:34 -04'00' L_J SITE PLAN Scale: 1/8" = 1' 0 1' 8' 16' s F PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDASHALL NOT BEMUSED FOR THE JOB NUMBER: B-0263622 00 DAVID LOTHROP David Lothrop RESIDENCE Alex TakahashiSolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A►'g _ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 321 CAPT—LIJAHS RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (12) SolarCity Standard #SC325 PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ABB AURORA PVI-3.0—OUTD—S—US—Z—A—RGM SITE PLAN PV 2 b 4/17/2017 (888)—SOL-CITY(765-2489) www.solarcity.com S1 (E) LBW - A SIDE VIEW OF MP1 NTS - � a � - MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 1 64" 1 24" 39" 1 0" STAGGERED PORTRAIT 1 48" 18" 65" 1 0° - - ! .. RAFTER 2X10 @ 16"OC ROOF AZI 128 PITCH 45 STORIES:2 IF - - - ARRAY AZI 128 PITCH 45 - '� �P'( C.J. 2x4 @16"OC _ Comp Shingle - _ X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. - X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. r, - - O - K. RIUKi v ST UCTURAL NO,51933 �FGIST E�� PV MODULE �SS�pNp� E 5/16"x1.5" .BOLT WITH 5/16" FLAT.WASHER _ s INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) . LOCATION, AND DRILL PILOT. HOLE. -------- --- -------- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (2) MOUNTING BLOCK AND ATTACH (3) TO RAFTER USING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING " (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. : 5/16" DIA STAINLESS LOWEST MODULE SUBSEQUENT MODULES 11-1 STEEL LAG SCREW r INSTALL LEVELING FOOT ON TOP • (2-1/2" EMBED, MIN) [(4) OF MOUNTING.BLOCK & r . (E) RAFTER SECURELY FASTEN WITH BOLT. S1 STANDOFF _ Scale: 1 1/2" = 1' „ CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: — .. REMISE OWNER: ES 0 . JB 0263622 00 CONTAINED SHALL NOT BE USED FOR THE \o. •? Takahashi . r BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: DAVID LOTHROP David Lothrop RESIDENCE Alex Takahas - Sol arCrty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN p 9 3.9 K W 'P V ARRAY '•„` PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Com V4 w Flashin —Insert 321 CAPT—LIJAHS RD ►�� ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (12) SolarCity Standard #SC325 24 St. Martin Drive, Building 2, Unit 11 ri SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN- - - PAGE NAME: - SHEET: REV. DATE: Marlborough,MA 01752 - PERMISSION OF SOLARCITY INC. INVERTER: P V 3 b 4 1 2017 T' (650)638-1028 F:•(650)638-1029 ABB AURORA PVI-3.0-OUTD-S-US-Z-A-RGM STRUCTURAL VIEWS / / (888)-SOL-CITY(765-2489) www.sdarcity,com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 2 2 00 PREMISE OWNER. DESCRIPTION: DESIGN: — ���� ■ CONTAINED SHALL NOT BE USED FOR THE DAVID LOTHROP David Lothrop RESIDENCE Alex Takahashi r �" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 321 CAPT—LIJAHS RD 3.9 KW PV ARRAY ,`SOlarC' PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02632 24 St. Martin Drive.Building z Unit 11 THE SALE AND USE OF THE RESPECTIVE (12) SolarCity Standard #SC325 �: REw DATE Modborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. IABB # AURORA PVI-3.0—OUTD—S—US—Z—A—RGM UPLIFT CALCULATIONS PV 4 b 4/17/2017 (888)—SOL-CITY(765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS : MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BR3030BC100 Inv 1: DC Ungrounded INV 1 —(1)ABB # AURORA PVI-3.0-06TD—S—US—Z—A—RGM LABEL:,A —(12)SolarCity Standard #SC325 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2707579 Tie—In: Supply-Side Connection Inverter; Zigbee 3000W, 240V, 96% PV Module; 325W, 306.5 PTC, 40MM, Blk Frm, MC4, 600v, ZEP, 96-C� ELEC 1136 MR - Underground Service Entrance INV 2 ( 1 Voc: 69.6 Vpmax: 57.6 INV3 Isc.AND Imp ARE SHOWN,.IN THE DC STRINGS IDENTIFIER fE 125A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! R DBKit 4� (E) WIRING CUTLER—HAMMER Inverter T IND Disconnect CUTLER—HAMMER 4 . 1 6 Disconnect s ABB . DC, Vstart = 200V 100A/2P RORA.PVI-3.0—OUTD—S—US-Z—A—R DC MP1: 14 B 20A )' ------ EGC A C -�� MV ----------------- --- — ——— —--------- ---� B L2 DC+ 1 - N DC_ 1 3 z Vstart=.._200V �. . II (E) LOADS GND — ———— GND ——————— EG_G DC+ pC+ III ------=----------- i 3) _ GEC N DC-.. C- .:MP1:'1X6• _ _ ���LLLJJJ��,I _J GND EGC— ———————-—— ------------ GC ----♦ � N i - (1),Qf1DU10'KEMT Conduit zEGC/GEC , a .- .. - _ GEC—r—l TO 120/240V UTILITY SERVICE I I . ' ' . �' ' PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* MAX VOC AT MIN TEMP POI (2)Gr7,ld R. 6:J:(1)CUTLER—HAMMER DG222NRB /� A (2)ABB 1K RS1-1PN6—MC4 3PO29960000A Cld (1)AWG #6, Solid Bare Copper D� 5 8 gx 8, C per Disconnect; 60A, 24OVac, Fusible, NEMA 3R /1 RSD Kit; ZEP, MC4, NO Power Supply —(1) —(2)ILSCO T'IPC 4�0—$6 Insula ion Piercing Connector; Main 4/0-4, Tap 6-14 C (1)CUTLER—HAMMER DG221URB Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R (N).ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL Sc SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE —0)CUTLER—HAMMER DG030NB AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground/Neutral It; 30A, General Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE r 1 AWG#6, THWN-2, Black � 1 AWG#10, THWN-2, Black (2)AWG 110, PV Wire, 60DV, Black Voc* =457.84VDC Isc =6.03 ADC (2)AWG #10, PV Wire, 60OV, Black Voc* =457.84VDC Isc =6.03 ADC © (1)AWG#6, THWN-2, Red O IsF—(1)AWG#10, THWN-2, Red O (1)AWG 46, Solid Bare Copper ECC Vmp =345.6 VDC Imp=5.65 ADC O (1)AWG $6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=5.65 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC LL�LL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC (1 AWG #18, 2 conductor, . SIGNAL„ -(1)Conduit•Kit;.3/4'.EMT. . . _ _ . . . .L.L. (1)Conduit Kit;. 3/4'.EMT• . . . . . .v . . . . . . . . . . . . . . . . . . . . . . . ..-(1)AWG#6,•SoUd Bare•Copper. GEC. . . .-0).Conduit.Kit;.3/4�.EMT. . . . . . . . . . . . . . . • .-(1)AWG;y8,.TF1WN-2,.Green , • EGC/GEC (1)ConduitKit;.3/4.'.EMT. . ; • , • • • • (2)AWG 110. PV Wire, 60OV, Block Voc* =457.84VDC Isc =6.03 ADC ��(Y)AWG y10, PV Wire, 60OV, Black Voc* -457.84VDC Isc =6.03 ADC ®�(1)AWG 16, Solid Bare Copper EGC Vmp =345.6 VDC Imp=5.65 ADC O IMF (1)AWG , Solid Bare Copper EGC Vmp =-345.6 VDC Imp=5.65 ADC 1 Conduit Kit; 3 4 EMT (1 Conduit Kit; 3 4 EMT .). . . . ... . . ./ . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .). . . . . . . . ./ . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-0263622 00 BENEFIT O SHALL NOT EXCEPT USED FOR THE DAVID LOTHROP David Lothrop RESIDENCE Alex Takahashi �.,;SO�a�C�tj/. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'..: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 321 CAPT—LIJAHS RD 3.9 KW .PV ARRAY — PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH Unit 11 PAGE NAME: ,2 THE SALE AND USE OF THE RESPECTIVE (12) SolarCity Standard #SC325 24 St. Martin Drive,Building SHEET: REV DATE Marlborough,MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN - PERMISSION OF SOLARCITY INC. INVERTER: P V 5 b 4 17 2017 T: SOLO)638-1028 F: (65 w 636-1029 ABB AURORA PVI-3.o-ouTD—s-Us-z-A-RGM THREE LINE DIAGRAM / / (888)—SOL—CITY(76s-2489) wws�arcltycam i CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 321 Capt-Lijahs Rd INVERTER AND - DC DISCONNECT I I I I I --J UTILITY SERVICE r--------------------------� SOLAR PHOTOVOLTAIC ARRAY(§) I L--------------------- J PHOTOVOLTAIC BACK-FED dRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN. A/C DISCONNECT PER NEC 690.17 . OPERATING VOLTAGE = 240V JB-0263622-00 CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 2 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: — ��\!p CONTAINED SHALL NOT BE USED FOR THE DAVID LOTHROP David Lothrop RESIDENCE Alex Takahashi �;,,SD�afC��ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �- r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 321 CAPT—LIJAHS RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (12) SolarCity Standard #SC325 PAGE NAME SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 , PERMISSION OF SOLARCTY INC. ABB AURORA PVT-3.0—OUTD—S—US—Z—A—RGM SITE PLAN PLACARD PV 6 b 4/17/2017 (88T—SOL-aTY(765-2489) www.solarcity.com 1'' o 0 0 •o - o - Label Location: Label Location: ,, Label Location: (C)(CB) (AC)(POI) o (DC) (INV) Per Code: Per Code: _ Per Code: - .. NEC 690.31.G.3 e o e - o o - . e NEC 690.17.E e o e ° °_ •o•-°�„ NEC 690.35(F) Label Location: - e co e - o 0 0 - s TO BE;USED WHEN o•e -o a o`• e ■ O O O (DC) (INV) o. .o o I e INVERTER IS` D O Per Code: _ UNGROUNDED NEC 690.14.C.2 - Label Location: Label Location: o 0 0 (INV) I -e '�• -- -o (DC)(INV) o -- e o Dam Per Code: Per Code: CEC 690.56(C) f -° NEC 690.53 U-- Label Location: e (POI) Per Code: - ' o NEC 690.64.B.7 Label Location: 0, o o T o (DC) (INV) Per Code:IN e - .oMEe e e NEC 690.5(C) -o o e • e s Label Location: (D) (POI) , Mw Per Code: 0 0 0 - � e NEC 690.64.B.4 Label Location:. e . . 0 (DCPer)(CB)- 00 0 o NEC 690.17(4) 0 o Label Lo YL Me cation: KI e e•o e - i O (POI) Q►.1 Oe.-- !-o e e -o o Per Code: , e oNEC 690.64.B.4 0 0=1ut Label Location: . (POI) Label Location: Per Code: (AC)(POI) •- ° NEC 690.17.4; NEC 690.54 (AC): AC Disconnect p p Per Code: a oo "o o ° (C): Conduit NEC 690.14.C.2 -o e o•o . (CB): Combiner Box e o- (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: .°n -� (INV): Inverter With Integrated'DC Disconnect (AC)(POI) p (LC): Load Center Per Code: -" (M): Utility Meter e. NEC 690.54 0'. a 1�/ (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR THE BENEFIT OF.ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED ��� 3055 Qea CA Way IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set Z i F ■ San Mateo,cn 94402 29 'EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE 'I' SolarC�t -SOL-)638=15-2 89)w) .solar it SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. (888)-SOL-CIIY(765-2489)-wwwsofarcity.com 0 Additional highlights Solar inverters RS-485 communication interface inverters (for connection to laptop or data ABB string logger) y • . — Available with the optional VSN300 ABB u' Wifi Logger Card for easy and 4 __+ affordable wireless monitoring t, — Compliant with NEC 690.12 when 11R 1 used with ABB's Rapid Shutdown 'device — Comes standard with DC Arc Fault Circuit Interruptor(AFCI)to comply with NEC 690.11 t All Technical data and types Type code PVI 3 0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US ) �; � 7General specifications __ 3300 ) - Nominal output power 3000W 360OW W 380OW 420OW r .. .................................................................-........ g 0.;.. - ............:....................._.........................._.............................................,. 3000 3300' 3300' 3600 40001......40001.J....3300......4200r......4200i.s.._4200...:...4600r......4600i.... s Maximum output power wattage w w w w w w w w w w W w ............................................................................................................. Rated gnd AC voltage 208V 240V 277V 208V V 277V .. 7V 240 266V 240V 27 208V 246V 277V I Input side(DC)_ Number of Independent MPPT channels 2 2 2 2 ....................................................... ( Maximum usable.power for each channel.......... 2000W...........................................3000W............ 3000W...........................................3000W...................... ......................... . ..................................... .........:.......... ............ Absolute maximum voltage(Vmax)................................. 600 ....................................................... 600 ...........I............................... f. _ Start-up.voltage.(Vstart)......................................................................._........................................................... ....__200V(adj.120 350V...................._........................................................................... • Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V (r ..... ... .... .. ...... . ... . Operating MPPT voltage range 0 7 x Vstart 580V(>_90V) ...... Maximum current(ldcmax)for both MPPT in 20A 32A 32A 32A parallel.. .. .... ... .. ... .. ... .... .. .... Maximum usable current channel 10A 16A 16A 16A t Maximum short circuit current limit per 12 5A 20.OA 20.OA 20.OA Rchannel 1.................................-.......................:...........................................................:............. ................................. faro ' Number of wire landing terminals per channel 2 pairs ,,,,,,,,,,, .. .. .. .......... ....... Array wiring termination Terminal block,pressure clamp,AWG20-AWG6 r I Output side(AC) 10 Sp it- 10 10 ; Split 10 10 Spht 10 10 Split- 10 - Grid connection type 2W.....?..0/3W....,,,,.2W.....i 2W 0/3W 2W [ 2W 0/3W 2W 2W 0/3W 2W .......................................................................................... --' ............. Adjustable voltage range(Vmin-Vmax)M 128 2 4 04 . 183- 211- 244 28 i 64 244- 183 211 244- i 228V 264V, 304V 228V I.;,,.264V 3„04V 228V,.. 264.- ,.304V, 228V .. 264V . 304.. a Grid frequency ..... .. 80Hz .. .......... Adi6stable..9rid frequency.ran..9e..............:_....._........... 57-60.5Hz......... ............................................................................... ............... ............. : ,............ ..............: ...... Maximum current(I�,m.) 14.5A; 14.5A 12.OA 17.2A 16.OA 16.OA - 16.OA 16.OA 16.OA 20.OA 20.OA 20.OA .................................................................................................:...................:...................:...................:...................:..... ............................................................................................. ...................... Power factor >0.995(adjustable to t0.8) fsingle-phase stun The high-speed MPPT offers real- Highlights _..._....................................._...:..........................................................................._._...................................................._.......................................................................................................... This family o gTotal harmonic distortion at rated power <2% inverters complements the typical time power tracking and improved — Single-phase and three-phase output Grid wiring termination type Terminal block,Pressure clamp,AWG20-AWG6 number of rooftop solar panels energy harvesting. grid connection )Input protection devices __ 1 Reversepolarity protection.......................................... ................................................................................ Yes ........................................................... . .. .... enablinghomeowners to et the most The flat efficiency curve ensures high- — Wide input-voltage ran a for 9 Y 99 Over-voltage..P..rotection?Y..P..?..........................................1 .....Varistor,..2 for each channel.......................................................................................... efficient energy harvesting for the size efficiency at all output levels allowing increased stringing flexibility and PV array ground fault detection Pre start up R and dynamic GFDI(requires floating arrays) of the property. a consistent and stable performance energy harvesting (Output protection devices 1 Anti-islanding protection Meets UL1741/IEEE1547 requirements across the entire input voltage and — The high-speed and precise MPPT .. .... ... .. .. ... - Over vglta a rotection type Varistor,2(L,-.Lz/L,-G) This inverter offers a dual input Output power range. algorithm Offers real-time power Maximum AC OCPD rating 20A 20A 15A 25A _ 20A 20A 20A 20A ; 20A 25A 25A 25A section that processes two strings The transformerless operation gives the tracking and improved energy MEffcienoy with independent Multiple Power Point highest efficiency of u to 97.0 percent. harvestingMaximum effciency 96 990 9790 97% 97% ................................................................: ........ ........ .. ... .. ...... ... ....... .... p p 9 Y p PCEC efficiency 96% Tracking(MPPT). The wide input voltage range makes — Outdoor NEMA 4X rated enclosure lOperating performance This is especially useful for rooftop the inverter suitable to low-power for unrestricted use under any Nighttime consumption <0 6W,ma............... ... ......... . .. .. installations with two different installations with reduced string size. environmental conditions Stand-by consumption <8Wo (Communication orientations fromsub-arrays This rugged,outdoor inverter has — Integrated DC disconnect switch user-interface 16 characters x 2 lines LCD display two oriented in different directions,or been designed to be a completely in compliance with international Remote monitoring(1xRS485 Incl.) VSN700 Data Logger(opt.),VSN300 Wifogger i L Card(opt.) unbalanced strings(for example: East sealed unit,to withstand the harshest Standards(-S Version) )Environmental _- ) Ambient air operating temperature range 13 F to 140 F(-25 C to 60°C)with derating above 122°F(50'C) and West). environmental Conditions. Ambient air storage temperature range 40 F to i 176 F(40 C to t80 C) .. ............................................... .... .... .... ....... .. ....... Thedual-input SBCtiODS With Relative_humidity...,..........................................................................................................................................................0-100%._RH.condensing............................................................................................. Acoustic noise emission level <50 db(A ®1 m independent MPPT enable a more ).................................................................................................................. P 1I 1J Maximum operating altitude without derating € 6560ft(2000m) optimal energy harvesting condition. Power and productivity AL OD OD 1.Capability enabled at nominal AC voltage and with sufficient DC power available. for a better world'" P7l;a01)01) ' ' � 2 ABB solar inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD Block diagram of PVI-3.0/8------/4.2-TL-OUTD ___ _ Support and service For more information please contact ©Copyright 2015 ABB.All rights DVD l --- uN - PP y p IN,.,1.1' DLxCARs ; ;q�; ABB supports its customers with a our local ABB re resentative or visit: reserved.Specifications subject to GR D PAMLLEL e INYiI+I' � FILTER PEwv.. - �r� dedicated,global service organization change without notice. N. NI wI IN, I N, —{� ( . in more than 60 countries,with strong www.abb.com/solarinverters NI ; ; ; N !- regional and national technical partner 3 - DC networks providing a complete range of www.abb.com (o EK1 T life cycle services. N 1.2 IN3 IN] IN3 RESODAL CUPRENT �1 • • EX; - Y EFrECT oN IN3 tl1 4 RSa05 P -' _ - - LET ..' .. >L I WIRINGBOX '___________ __ _____I ___3___ _ LJ'�' - iG1/R1leirtlenC m r 0 0 .4 .____ + pmc = osvc aEw,art<oNTROC - as '• , L.I _______ _______ CO CONTP. (��1 D ` i. INI ❑ NP --fl�rh? Ci US o nEcn X z LARNI "gyp-' �J 4 ` — This inverter is marked with one of the CD„.PO-GRcJR c l.: -- —, - - —. two certification marks shown here(TuV i.------------- - ------------------------------------- ---------------------. - : - .. 1 •, ' 'Renrote control tungtlon not available an or CSA). A version - - {, . -. - - ° i PVI-4.2-OUTD-US PVI-4.2-OUTD-US - d _ FIT 4 I L _ . �_. I __I __I i _ . ,L „N% R% o% D 40% R% �R% Po% m (gip% ±.. e %or RRERJ Output .. Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US `PVI-3.8-OUTD-US PVI-4.2-OUTD-US ' (Mechanical specifications t Enclosure rating NEMA 4X ..........................................................................................._ ...................................................................................................................................................................................................._._ Cool IN Natural convection ............................................................................................... Dimensions H x W x D 33.8 x 12.8 x 8.7in(859 x 325 x 222mm)'„ .....................-..................................................................,................................................ ...................................................................................... Wei.9.ht..........................................................................................:..................._.....:............_...............:.........................................................<47,31b(21.3kg).............:...: ........................... Shipping weight......... <601b(27.0kg)� ... .. . .. .. Mounting system Wall bracket Bottom:(2)pre-drilled operhng for Va inch conduits and concentric markings for 1 inch (both sides)and 11/2 inch conduit(DC side only) Conduit connectionsr Sides:(2)pre-drilled opening for%inch conduits with concentric markings for 1 inch (both sides)and 1 Yz inch conduit(DC side only) Back;(2)concentric markings for <_inch and inch,conduit........................................ ........ DC switch rating(per contact)(A/V) 25/600 I Safety and Compliance ` Isolation level Transformedess floatin arra -✓ Safety and EMC standard UL1741,UL1741SA(draft),IEEE1547,TEEE1547.1,CSA-C22.2 N.107.1 01F;UL1998 UL ...........................................................................................................................................:.......................................................... .............1699B,..FCC._Part 1.5,Class..B........................................................................ ✓ ' ................................•................._ 4CSA.or JUV. - .........................................................................................:............. .. ............. .. Regional Compliance Rule 21,HECO,NEC 2014 690.11,NEC 2014 690.12 with ABB Rapid Shutdown device [Available models 0 . ;' , With DC switch,wiring box,arc fault detector and PVI-3.0-OUTD-S- PVI-3.6-OUTD-S- i PVI-3.8-OUTD-S- 1 PVI-4.2-OUTD-S- interrupter US-A US-A i US-A US-A 2.When equipped with optional Dc switch and wiring box. - All data is subject to change without notice Power and productivity M OD OD for abetter worldr- OUD OD Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD l ABB solar inverters 3 - 1 SoiarCity ®pSolar Next-Level PV Mounting Technology ';,So1arCity ®pSolar Next-Level PV Mounting Technology Components ZS Comp ,. =s for composition shingle roofs ' 0 t Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 "a Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 GOMPgT� y A�W Description PV mounting solution for composition shingle roofs Fp Works with all Zep Compatible Modules °oMPp��O Auto bonding UL-listed hardware creates structural and electrical bond 14 • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC Wire Clip U� LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Rapid shutdown wiring diagram:2-RSD system Solar inverters ABBsolar accessories J '�gyp � PV Strin 1- ��� ASB rapid'. i ZS 14 ,shutdown =... R. •• - bracket • 00applications _ r W -V String 2 n [=. ------------- -_mot o Ir - j � ABB id. r — -------- e raP J shutdown PV String 3 - ) I" "The inputs of both rapid shutdown boxes are rated for 25A which allows for single or paralleled string to be ' connected to one input.On a 2 rooftop system either version of the Rapid Shutdown box,or both,may be used., Technical data and types - Type code Single input Double input MPV source conductor input Max.input current(per input). ...... ._...... ........ ............. .... .. ...._ 22 5A�n/25A�.... .................................................. ........... ......... Max_input volts.�e.........................................:..........._................_..,. 600V .........................................................................................................................................................-..................................................................................... �. Number of PVsource/output pairs....................................i............_.........................._................ .................................................._......2......................................................... ., t .......... .... .. .. ... ..... Conductor size 14-8 AWG • PV output conductors output - Number of PV output circuit pairs 1 2 .......... . ....... ............... ... .. .. .......... . .. ...... Conductor size 14-8 AWG _ (Control power__ '^ Power consumption <3.6W/24V/0.15A <7 2W/24V/0 3A - P Power conductor size ?.8.:.............. 6 AWG._.......................:............... _ e ...... umber of RSD boxes allowed per power supply --_-- 4 2... li Environmental _ Mounting angle ........ . 0790° .. ..... .... ... .... a Dimensions L x W x D 7Y'x6.7"x2.0" TBD ABB now offers a low-profile behind Two models are available to cover Highlights: wegiit 2.2Ib TBD - the module rapid shutdown solution all system configurations;including - Meets NEC 690.12 while avoiding Operating temperature range ao°C to+75°C -. for 600V systems.This product a single input/output version and a the cost of additional conduit making Y, osure rating .. .. .. NEMA ax ... .. ... ..... }Encl provides a fail-safe solution for two-input/two-output version. this solution the most cost-effective Certifications uL1741:2010,FCC Part 15 Class B ).Warranty - - ` emergency responders to eliminate The unique features of each box rapid shutdown product available E Standard warranty 5 Years > e voltage at the PV array in compliance can be used to maintain the specific - NEMA 4X enclosure provides added !Available models _ -1- with NEC 2014 Rapid Shutdown code configuration of the PV system. protection from the harshest rooftop Rapid shutdown kit RS1-lPN6-H4-Zkit RS2 2PN6 Ha kit - .... .. .. .. ... . .. . .. Rapid shutdown(box only) : nnn n RS1-1PN6-H4 Z RS2 2PN6-H4 requirements. Dual outputs in the box maintain the conditions q p { Rapid shutdown power supply kit PSK1.3 benefits of ABB'S dual MPPT inverter - The 25A rated inputs allow for Information in this document is subject to change without nonce The ABB Rapid Shutdown system channels,while the single output box is paralleled strings to provide requires no extra conduit;minimizing perfect for small PV arrays utilizing one additional savings by reducing the , additional material cost and MPPT channel or systems requiring two number of DC conductors to the } Support and service For more information please contact ©Copyright 2016 ABB.All rights associated labor. rapid shutdown boxes. inverter ABB supports its customers with a your local ABB representative or visit: reserved.Specifications subject to Shutdown occurs at the rooftop box To further reduce system cost,the input - New low_profile,behind the module i dedicated,global service organization '.'change without notice. when utility power is lost or when the channels are rated up to 25A allowing design improves the look of the in more than 60 countries,with strong www•abb.com/solarinverters N PV system's AC disconnect switch is paralleled strings on one input. overall system by keeping wire regional and national technical partner opened. management behind the array networks providing a complete range of www•abb.com The Rapid Shutdown box can mount life cycle services. directly to the PV mounting rail or PV module and lay parallel to the roofing rtivetrecia°d surface.The NEMA 4X design permits t �: installation angles from 0-900 while - maintaining its water-tight seal from mounted snow and driven rain. This device is shipped with the a� OD OQ ' certification mark shown here. Power and productivity / LL D for a better world'. [!-� 2 ABB solar inverters I Product flyer for RSD with Zep bracket for 600V applications f SC325 SolarCity ELECTRICAL AND MECHANICAL CHARACTERISTICS ELECTRICAL DATA MECHANICAL DATA _ Morepower, _ °bne=31 °l Max.Power(Pmax)[W] 325 B—• < Max-power voltage(Vmp)[V] 57.6 Weight:42.991bs 13 Dimensions:62.611/41.5•'/1.57•• Max.power current(Imp)[A] 5.65 Open circuit voltage(Voc)[V] 69.6 Connector:MC4 Frame Color:Black less Short circuit current rating [A] 6.03 Max.over current rating[A] 15 Snow load:5400 Pa Power tolerance[%]' +5/-0 l Wind load:2400 Pa _ Max.system voltage[V] 600o A A Fire Type:Type 2 Solar Panel efficiency C%] 19.4 Note:Standard Test Conditions:Air mass is:Irradiance=1000W/m2:cell temp.25°C -Maximum Power at delivery.For limited warranty conditions.Please check our our limited warranty document. F E TEMPERATURE CHARACTERISTICS Temperature(NOCT)C°Cl 44.0 - Temp.coefficient of Pmax[%/°C] -0.258 I - Temp coefficient of Voc C%/°C] 0.05 5 _ a <'p,r Temp.coefficient of Isc[%/°C] 0.055 c� / A ill— o� - T NOCT (NORMAL OPERATING CONDITIONS) l yma4° Max,power(Pmax)[W] 247.5 Max.power voltage(Vmp)[V] 54.2 °'ae1 Section A-A' Max.power current(Imp)[A) 4.56 , Open circuit voltage(Voc)[V] 66.1 _ I — Short circuit current(Isc)[A] 4.87 l G G I Note:Normal Operating Cell Temp.:Air mass 1.5;Irradiance=800N//m2 3z3a ls°°> Air temperature 20°C;wind speed 1 m/s - 'I i.selssl i AT LOW IRRADIANCE (20%) 1 With a sunlight to electricity More power per panel Section B Our 325W panel generates 20%more power than a standard Max.power(Pmax)[W] 62.0 conversion efficiency of over 19.4% 270W panel Max.power voltage(Vmp)[V] 55.7 DEPENDENCE ON IRRADIANCE Max.power current(Imp)EA3 1.11 Open circuit voltage(Voc) the panel ranks amongst the More yearly energy(kWh)compared to other panels as they perform More energy every year Short circuit current(Isc)[A] 1.21] 1.21 - l000w/m• highest in the industry. That means better in the heat. Note 0w irradiance:Air mass ls;Irradiance=200W/m2;cell temp.=25°Cvv boo •' aoow/m� I s our panels can harvest more 6.� Outstanding durability I With more than 20 additional tests performed beyond what is uM17Eo Power output: 10 years(90%of Pmin) I energy from the sun, which means °°°'— 6°°w'm' currently mandated,these panels far exceed industry standards. WARRANTY 25 years(so%of Pmin> a it takes fewer of our panels to Workmanship: 15years u 300' �- More layers,more power 400wim• l j I I I. power your home. Plus, they Manufactured by Panasonic for SolarCity,the panel uses MATERIALS Cell material: 5 inch photovoltaic cells Z°° Heterojunction cell technology,which adds a layer of thin film silicon 20ow/W I Glass material: AR coated tempered glass generate more power output on top of high efficiency cyrstalline silicon. oo t -- -- Frame materials: Black anodized aluminium Connectors type: MC4 during the hottest times of the day, Leading warranty 000 F—�—Our panels rank among the best in warranty coverage, o 10 20 30 ao so 60 70 eo even in warmer climates. with workmanship that extends to 15 years. C A u TIONI Please read the installation manual carefully v°ltaq.(v) before using the products. @USM ,,.,, EC6, Panels are manufactured by Panasonic to the specification of SolarCity. Panels are only warranted by Panasonic SolarCity RoHS ,+ °•c IE°611 a®,.+ IEC6773a2 if the panels are included in a PV system sold by SolarCity or Tesla. SolarCity and Tesla make no warranties solarcity.com CmaO solarcity.com related to the panels,which are sold as-is. SolarCity will handle any warranty claims on behalf of any purchaser. 1 SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Rd. 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED Ise 99— EXISTING CONTOUR Se PROPOSED 2 BEDROOM DWELLING TOP FOUND. EL. so.o FILTER FABRIC. OVER STONE . 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o X 99.1 EXIST. SPOT ELEV. 89.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 89.5' DESIGN FLOW:. 2 BEDROOMS ® 110 GPD = 220 GPD n 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Locu / —[99]— PROPOSED CONTOUR PRECAST H-10 NOTE 2 MIN. WALL BLOCKS OR THICKNESS RE UIRED TO BE AASHO H-LQ o / Q USE A 330 GPD DESIGN FLOW '� RISERS (TYP.) PRECAST RISERS 2'o 4"OSCH40 PVC MORTAR ALL 198•41 PROPOSED SPOT EL. ' ' PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 — '" ' 6' MIN. SUMP 4INVS SEPTIC TANK: 330 GPD (2) — 660 ,2 MIN' INT. DI 0 BE IN ACCORDANCE WITH " M• ENDS SIDES 3' 6 CONSTRUCTION DETAILS *86.80' (TYP.) TEST HOLE • 310 CMR 15.000 ( ITLE ) USE A 1500 GAL. SEPTIC TANK 1D" 14" r P . � 86.5 N I T CE �y � 1500 GAL H-10 � o o a o Oaf � O. ° 0 O�� O O O o0000000o T 5. e On S 86.45 TEE TEE o 0 0 0 0M�0 ®®®� ❑��� —�00® >00000000 Three SEPTIC TANK 86.20 °o°o°o°o QQ®®®®Q®Q�Q ®®®®00�00�® °o°0°000 Wequaquet % °°°°°°°°°°° WATERTEST D'BOX o >°°°°°°°° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 2 SLOPE OF GROUND o 0 0 0 0 0 0 0 0 o o 0 0 o 0 0 0 0 0 0 4' UQ. LEVEL o 0 0 0 0 0 0 ° o o ®���®®®®®� ��0�®®�0��� o 0 0 0 Lake LEACHING: GAS BAFFLE +_o�o�o ono_ FOR LEVELNESS N ®�����®�®®0 �O�O®®®®®DO '0000 B USED FOR LOT LINE STAKING OR ANY OTHER o; z ACME OR EQUAL o 0 0 0 00 � 00 0 � 000 00 0 0 0 0 �Q� UTILITY POLE ." ° ° 000000001,° 7' PURPOSE. �00000000 0000000° SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ~' 85.97' 85.80' 83• o FIRE HYDRANT j .00 o•o 0 0 0'o o,o 0 0 0 0 0•0 0.0 0 0•o.o o o ° ° ° ° ° ° ° ° ° ° ° ° ° °<< 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. y o BOTTOM 25 X 12.83 (.74) = 237 GPDo ° o 0 0 ° ° ° ° 00000° o ° ° ° ° ° ° ° ° o LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.„o°o°o° � � „ n ,, ° ° ° °opo�on000�o°o°o, n n � � L � 0 3/4 -1-1/2 DOUBLE WASHED STONE 4 MIN. c, '� o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �' (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED � ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND R o \ yoke p� TOTAL: 472 S.F. 349 GPD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO CUTSIDE OF STONE: 25.00' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. / o COMPACTION. (15.221 (21) r" c *THE INSTALLER SHALL VERIFY THE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4' STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY 78.0' BOTTOM TH-4 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM NOTE: 2 BEDROOM DEED RESTRICTION REQUIRED ( 2.5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND LOCUS MAP 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5 BENEATH AND AROUND THE PROPOSED FOUNDATION- 14' SEPTIC TANK 23' D' BOX 12' _ LEACHING LEACHING FACILITY. SCALE 1"=2000't FACILITY ASSESSORS MAP 193 PARCEL 139 LOCUS IS WITHIN ZONE II ZONING SUMMARY ZONING DISTRICT: RC DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20 MIN. LOT WIDTH 100' a MIN. FRONT SETBACK/ 20'MIN. SIDE SETBACK 10'TEST HOLE LOGS MIN. REAR SETBACK 10' o � MAX. BUILDING HEIGHT 30' ENGINEER: CRAIG J. FERRARI, SE #13871 SITE IS LOCATED WITHIN THE RESOURCE PROTECTION WITNESS. DAVID W. STANTON RS MA -� A 19 9? / OVERLAY DISTRICT DATE: 2/23/2016 15 4L / SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION PERC. RATE _ < 2 MIN/INCH �.6 � OVERLAY DISTRICT (1., 32./vv�-x., CLASS I SOILS P# 14961 OWNER OF RECORD Q) / MA 19LO CL 140 MARGARET TAROS ELEV. ELEV. —�- � -39 GORHAM LANE 42 MOUNT KOISCOo NY 10549 z Ci NTERVILLE, MA 02632 o" 4 92 0" 4 92 A A REFERENCES LS LS L 17 94 DEED BOOK 25340 PAGE 10 :1 _ 10YR 4/1 10YR 4/ - _ . sv___ _.. PLAN 300K 277 PHG1= 9�3 B B EXISTING LS LS / P�� � DWELLING 10YR 6/8 90 5, 2401 10YR 6/8 N 90 c c TH3 � � \ PERC � T 4 lBgS a �\ 0 \ l93J I FS FS dd> 9 TIi 1 10YR 7/6 10YR 7/6 00 ? v a 9 8� 82 120" 82' 120" 82' Aj ' \ NO GROUNDWATER ENCOUNTERED C l89J g 5 ELEV. ELEV. �6 E 0" 4 90' O" 88' P 0 `� a A A / 1 WEL—1 ( ` 1 LS LS QUl l � — .0 10YR 4/2 10YR 4/2 / 12" TITLE 5 SITE PLAN 10" 0 F / B B LS LS 10YR 5 6 10YR 5 6 #321 CAFN LIJAH'S ROAD 20„ / 88.3 22 / 86.2' DR EL CENTERVILLE MA 8 c c < PREPARED FOR PERC FS FS DEAN STANLEY P 1 3 PC 138 10YR 7/4 10YR 7/4 09 uCA 'N LIJA 'S�N DATE: MARCH 7, 2016 AD CE TE VILLE, MA 0 632 i 0 EX/STING �� ��w of Mr�qN°F MAss � 120" 80' 120„ 78, s, s9cy� ( �' DANIEL G DWELLING �� o DANlEI_A. cn n� 0 10 20 30 40 50 FEET COJALA BENCHMARK: o CIVIL O.1r'-.1..A NO GROUNDWATER ENCOUNTERED O CBDH ELEV No.46502 O � No. 40960 =78.2 NAVD88 °� �crs Fie �`` t e - -988 `` �'fiss °"� off 508-362-4541 O FS��CNALa I fax 508 362 0 ; & downcape.com down cope engineering, inc. a civil engineers land surveyors <7f�I / 939 Main Street ( Fite 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 BI CE # > 6—042 --_----