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0069 COUNTY SEAT STREET
-�-- �� �� i f ,� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a4I Parcel 16y APP lication # Health Division Date Issued Conservation Division Application Fee 50"co Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Add ess 64 (�?vn�v Village t Owner Cerro I /A is�65 Address Telephone 5-0/ f f 7769 Permit Request 0 CA- s C� /� +7i r 1 C �/ 0 4-S HIM 9 11 r,,/1 CIAc y�I`Yl C. �.St c,��t RD 0a m c) CX)� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new o Zoning District NN Flood Plain Groundwater Overlay Zn Project ValuatiorW1a4,000 Construction Type Lot Size i 79a.H9 Grandfathered: ❑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.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new M C Total Room Count (not including baths): existing new First Floor Room Count C pD �. Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other G 6 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 Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �Q_ ���5 Telephone Number Address 1 Jy Tyrn pi:kC 6 4�L 0 License#(S-()a 1 Oy 7 Q. �����e �c.��-er A 0a3-7,4 Home Improvement Contractor# 17L;t3n Email p� car► y���(�50�Cif.yl��' Worker's Compensation # UvG-1p0-Y,'y 1 t336-a0154 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / FOR OFFICIAL USE ONLY •APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 7 OWNER i DATE OF INSPECTION: C FOUNDATION ,f FRAME r INSULATION J FIREPLACE i� ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINALI CAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: E.O.M.S Name of Waste Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I I s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—61h Edition Q'g re of Permit Applicant 12/21/15 Date AUTHORIZATION TO MARK l� This authorizes the application.of the Certification Mark(s)shown below to the models described in the Products) Covered section when made accordance with the conditions set,forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s).identified on the correlation page of the Listing Report. This document is the'property of Intertek Testing Services and is not transferable.The certification mark(s)may be� applied only at the location of the Party Authorized To Apply Mark. Applicant: SolarEoge Technologies Ltd :Manufacturer::.Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT - Address: 6.Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr-Oren Bachar or Contact: Elaine Ouyang Mr.-%Meir Adest - +972.9 957 6620#293.o[ Phone: +972 9 957 6620#131 'Phone: -02 0-2 8 0 5-402 51 1 35-7 02 3-5 8 5 2 FAX: +972 9 957 6591 FAX: NA - Email:' OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com - - Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13046 Control Number- 4004590 Authorized by: for Thomas J:Patterson,Certification Manager 00ftus Intertek .. This document supersedes all previous Authorizations to Mark for the noted Report Number. This FUNorlsadan d Msrk is dt lba ascluslw use of lnddoks Gionl and la provltlatl punuvnt to Na CoNPcegon epreomeM beMeon lMonok and ro Glant.intanwa raspensihlidy wM liabiliy cos , limhatl(o lM tarno antl condllons of the eproemord.InNMk,a a aaaa no llability—W pody,olhar than d tho Glent In acwrdenca wiN gw vgreamem,for any loss,aaponaa w dawago ocresloned by tlw use of Nls ANhorimtion to Mark.OnN the Gbnt d autlwrlxetl b ppmN copying w dLatrldNon_of tho rlutlwr¢adn d Mark eM than onN in ilsengroH.Usa of Indrdk'a Caidficatlon'werk is ra5lhYetldlhe cordltlorre laNMln tbo pproemmtand In NU AugartaWnb Mark.Arty/wither use of Ne lRedak cone drdle sale oreMamaemenl of gre dated rrodr®I.productw rvce mst first be approvep in wrlling by Irdaldk.lnldal Fatlory Assovirend antl Fdbw uP Sarvkee ere Iw 6w irON1dvssudnghi—pdvd usageof the Cediticotion nmMin occortlailw with the v�eomonl,they are rwt for[hepurposos of protllicgon qualM cwWolaM do mt relieve IN GleM of Noir otllgetlons In Nd raspM. _ Intertek Testing Services NA:Inc. 545 East Algonquin Road,Adington:Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283.1672. UL 1741 Standard for Safety for Inverters,:Converters,Contin5lers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09/01 Ed:3.General Use Power Supplies -(142611). Standard(s): UL SUBJECT 16998,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection.-Issue No.2,2013/01/14 ,. .._ ... .. .. . CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PVj DC Arc-Fault Protection-Issue•. 'No.:1,2013/03/1.1 + ATM for Report 3188027CRT-001a; Page 1.of 8 ATM Issued:-13-Nov-2014 Eb 16.3,15(W -13)Mandeb,, � n5+�1J LQ. Mld*.sl<y �z4 k E �dk I f Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract I, Carol Mitasky (print name) am the owner of the property located at address: 69 County Seat St. Hyannis, MA 0801 (print address) I hereby authorize Skyline Solar to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. Customer Signature: Electronic Signature Accepted/Addendum to Contract Date: 10/31/15 Sign Name: Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC - 13VH0613060 Connecticut Office 121A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 Skyline Solar LLC 124 Turnpike St. • W. Bridgewater MA 02379 • Phone: 732-354-3.111 ,• Fax 73354 071 SKYLINE SOLAR. GOOD FOR i'I-K(Ul U4.1:.CIOOD Y(.1R YVU Town of Barnstable 200 Main St Hyannis, MA 02601 t , 12/21/2015 To Whom It May Concern: This letter is to authorize Charlie Gangemi of Skyline Sol%�.a ar LL`C to obtamxbuilding�permits on behalf of Peter. a . Debbas, Owner of Skyline Solar, and Phil Chouinard;Skyline Solar's Construction Supervisor. The project is located on 69 County Seat St. The homeowner's name•is Carol,Mitasky. The proposed project is a roof top solar system for purposed of net metering x Y p P 9. t_ Peter,Debbas Owner of Skyline Solar LL1C HIC -172284 .77 Q- `± {'. S .y,, Phil Chouinard r CS`027047� i Skyline Solar LLC I Edison, NJ I West Bridgewater, MA I Wallingford, CT I Providence, RI The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 ' 0 www.mass.gov/dia .. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians%Plumbers Applicant Information Please Print Legibly Skyline Solar LLC Name (Business/Organization/Individual): Address: 124 Turnpike Street Suite 10 West Bridgewater, MA 02379 732-354 3111 City/State/Zip: Phone #: Are you an employer? Check the appropriate box: Type of'project(required): 1.® I am a employer with 60 4. I am a general contractor and h. employees (full-'and/or part-time). * . have hired the sub-contractors 6: ®New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling These sub-contractors have, ship and have no employees 8. ® Demolition working for me in any capacity. employees and:have workers' [No workers' comp. insurance. pomp. insurance.$ 9. ® Building addition required.] ✓e are a corporation and its IO.Cl.Electrical repairs or additions ifficers have exercised their . 3.� I am a homeowner doing all work •� 11.®Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof reepa�irs insurance required.] t c. 152, §l(4),and we have no 13.® Other' Solar 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. Insurance Company Name:A.I.M. Mutual Insurance Company VWC-1.00-6018336-2015A 9/16/2016 Policy#or Self-ins. Lic. #: Expiration Date:: 69 County Seat St. Hyannis, MA 02601 - Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this.statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby e fy nd r the pains and penalties of perjury that the information provided above is true and correct. 11/10/15 Si nature: f :Date: Phone#: -35 111 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Fold, Then Detach Along All Perforations ..- '.� .�....-�...a }[ .sau � ti....:V y,MC,s 5.. a ,.. , 4 0,.� a4 w •. . T .. t)JM .... Utt NWEALTH CIF MAS SA HI�SET 'S e x - 'BAR E .. E�fiR y T ISSUES `THE OLL V ! NG I C E .SE A • 1 •i .......... r_ •r p Y • :•i •U s a.. x a u .., .. ....:�• a ,/. / ::::......... / r y r l W //. / s h. / F1 r• 4 >� r r r�/ 1 F' r/ r M ,J y�x �nn /9 / AM S 'R :::.....::.. 4l wyy/ T /L' w5 Y s . . 24 ., •�„� r i_ G. r BR • GEWA ' # A � 104 _ co U �.. 3 66 ID ,,,.+•�w�..<"T�"".t_ #"a�^.v.•w.-.•.v;.w.^s'.„�.a,a-_s....::c t• .. �' �F � cu U Fold, Then Detach Along All Perforations C)MMoNWEALTH OF M s . A HI�SETT. ® ® 1 A - w # ' : ISSUES TH EflLLV� N _u . I � fi AC }. :.. . .... .. . :.: . �'E�E D MAT. E L E , .a k. w/ �Y / ::::,.:,.::::.::::. r/f- aTVp .i ) g ,J l / / l E S L A I� •:� L �{ 3 •:, p f./ �. 76 6 .S /.t u W y. J W' �i y W ✓ /1 S ! • :.i / / / 3 E ..�. E..A•. !Are ..E.. 7 - yyy fi J Y x+,✓ ti 9 ' ¢` l $ 4 l f w / 4 y g K. .v yry i ..3 W 124 : T u• .�P � I� _ .. 4 Y' C rw 7' l ! 'r 'a V a r,cc i M ! HN ^/NJ S t: . .. .. ram. .. •..• • , ., :j• •••••• •.• ..• •••r• - �• ... •..•..• ••• . .. � • Nar � \V JGEWAE # A 0IN ION M 01 6 _ ......!X7 CO i.,A.��--ws:.+';.!r.•l+.•yi,•".w...�...d•:+"1,X"�...w•.�s...r4.. ..�•.r'.!+�.+nri..:,_,r.71'e.�':rw.,;Mw.*ww.,. :;:sc.w.aw.:.:at..st�• ,).. >. ....... ...F... �tr.:.. .:tl•'. .... - .. .�....... ...•.i...M..,-.,.-,.,.w.' CO U i Massachusetts Department of Public Safety r�`� Board of Building Regulations and Standards License: CS-027047 Construction Supervisor ` PHILIP JCHOUINAt2D '•� 79 OAK ST.UNrr# ASHLAND MA 01TZ1 ' y .. a� n. Expiration:.. . - Commissioner 11109/2017.. CVX(.' (o-10 � �G(f;lill�'Cllt'1 t3 r1 Office.of Consumer Ai~fairs d Business Re ulanon g 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home.Improvement Contractor Registration egistration Registration; 172284 Type, Supplement Card SKYLINE:SOLAR, LLC, Expiration; 6/7/2016 PHILIP CHouINARD — 124 TURNPIKE ST SUITE 90 . _. WEST BRIDGEWATER, MA 02379 Vodate Address and return card.Mark reason.for-chonge. SCE 1 a 2DM-mI i Address. D .Renewal n -Employment Last Card r�7r6. r-i»aenNrrwvi/f�rjt�/lr3rr "ut./!., 1 rrIpeorConsumer ARilrs&Business Regulation License or registration valid for iadividul use only a' ME IMPROVEMENT CONTRACTOR before the expiration date. lf.found return to: aglsiratton 1754 T ee Once ot.Consumer Affairs and 8usiness Regulation yp 10 Park Plaza-Suite S I70 Ex piratkm: 6012016 Suppleinenl Bard. 8os'ton,MA 02116 SKYLINE SOLAR,LLC. PHILIP CHOLWNARD kNot 139 GLENDALE AYE:EDISON,NJ 08817Uederstcrc4ry valid without signature L 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(les)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: The Hamilton Group, LLC PHONE FAX 3 Wing Drive E-MAIL° E :9 = 92-22 A/C No: Cedar Knolls NJ 07927 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER Aay Ins 26301 INSURED SKYLI-3 INSURER B:Slective Ins Co of the S East 6 Skyline Solar LLC INSURER C:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 West Bridgewater MA 02379 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1089928575 _ .. .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 1S 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 LTR INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS B GENERAL LIABILITY S 2106548 /6/2015 /6/2016 EACH OCCURRENCE $1,000,000 q-10M MERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $100,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 . GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY PRO-JECT X LOC $ B AUTOMOBILE LIABILITY A 9093015 /24/2015 /24/2016 COMB1191T.1) Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS rx AUTOS ( )NON-OWNED PROPERTY DAMAGE X HIRED AUTOS AUTOS Per accident $ i $ A X UMBRELLA LIAR rx70CCIUMgS 200048010/11/2014' 0/11/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAB MADE AGGREGATE $5,000,000 DED X I RETENTION$10,000 $ C WORKERS COMPENSATION VWC-160-h018336-2015A 3/8/2015 3/8/2616 X TO STATU- OTH- AND EMPLOYERS'LIABILITY Y/N 0 LI IT E ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 000 000.00 OFFICER/MEMBER EXCLUDED? Y❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE -$1,000,000.00 If yes,describe under - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000.00 B Installation Floater S 2106548 /6/2015: /6/2016 Any One Occurrence $25,000 Property Business Properly $100,000: DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required): CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE n 1ARR-2n10 OCORD CORPORATION- All riahtc rPservpd- 91te &Wwwwaw'�"- �e_Z�K1 Office of Consumer Affairs-and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Conti ctor Registration Registration: 172284 Type: LLG Expiration 6/7/2016 TrfR 251923 - „ SKYLINE SOLAR, LLC. PET:E DEBBAS � r 124 TURNPIKE ST SUITE 10 WEST:BRIDGEWATER; MA 02379 Update Address and return;card.Mark reason for change. OPS-CA1 0 60M-04/04-G101216 Q Address. i Renewal - Employment M.Lost Card .fie t°dnvrzo:au�ea ✓ .aactrlaaet� Office.of Consumer Affairs&:Business Regulation License or registration valid for individul use only:. �- HOME IMPROVEMENT CONTRACTOR before the expiration date. If found'return to: Registration: 1.72284 Type:. Office of Consumer Affairs and Business Regulation Expiration 617/2016 LLC - 51.70 10 Park Plaza Suite Boston;MA 021.16 SKYLINE SOLAR LLC -r PETE DEBBAS 124 TURNPIKE ST'SUITE�10-= u� z - WEST BRIDGEWATER MA:021379 j- Undersecretary Not valid withouf:signature t e)J TOWN OF BARNSTABLE BUILDING PERMIT A)�PLICATION f ' �f Map ola I Parcel Application 7 653-7 Health Division 3 Z��v£�1 �� Date Issued Vve Ar,,, D�j 4cl Conservation Division .1R Pig Application Fee �Ov q1 is-) Planning Dept. Permit Fee 67(4 p Date Definitive Plan Approved by Planning Board V—e" q)-26 �Y l Historic - OKH Preservation/Hyannis Project Street Address C 0V L+, o� e Village Ar D.1,(.0 IL AAL c Owner o na �d IT, � Address9, ;; ii3o� 0184 VJ&- f( k R l R . VS- 7 G tJ 2R-c Telephone ® u o ® y 3 u a P Permit Request s iP.g1 c }oc.-c +b kA•r,t 2 b,,•- k e.j vie cl s S LU Square feet: 1 st floor: existing proposed ( 2nd floor: existing proposed ''_ A Total new I��-`t eft Zoning District R 1- Flood Plain Groundwater Overlay A P Project Valuation 0 0 00 Construction Type We®J Lot Size 17, (®3 -5 f. �C-C* Grandfathered: )dYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) , Age of Existing Structure o Historic House: ❑Yes )(No On Old King's Highways YesNo '� Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) A 014— Basement Unfinished Area (sq.ff} Number of Baths: Full: existing _i new Half: existing /C' news - _ Number of Bedrooms: existing 5 new cn Total Room Count (not including baths): existing .f new First Floor Room ount rn Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Cl1 Central Air: ❑Yes Llo Fireplaces: Existing New Existing wood/coal stove: ❑Yesvo 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 # MIA Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use VAC-a.+ 116t Proposed Use _�"�� "IC_I ^q APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C26co� G la.n c.H Telephone Number 511>g ,A 0 5-• q T 11 Address �� W (�f R dPJ License# C-5 � `c\A D ee i O A 02 t-t4 9 Home Improvement Contractor# L412-Z 6 Worker's Compensation # WC 5—_�_cy+ 5q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO go urr-y 17.E SIGNATURE DATE L r S I FOR OFFICIAL USE ONLY APPLICATION# - t DATE ISSUED I MAP/*PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: j FOUNDATION 991c- pfl— FRAME �o_oq ` -o (C nt o r -5 j INSULATION -7 t FIREPLACE ' tELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL � FINAL BUILDING frz� r - t - li DATECLOSED OUT� 4 ASSOCIATION PLAN NO. i 10/09/2008 10:18 5087906310 TAX COLLECTOR PAGE 01 U3 Ia' Message Page 1 of 1 Niemi, Maureen From: Blanchette, Debra Sent: Friday, October 03, 2008 10:68 AM To: Niemi, Maureen Subject: FW: overdue taxes -----Original Message----- From: Perry, Tom Sent: Thursday, October 02, 2008 8:01 AM To: Blanchette, Debra Subject: RE: overdue taxes I could give the buyer a letter that states he would receive a building permit once the taxes are satisfied and all other requirements are met,But to give the permit before that I would not be comfortable with,especially where this is an empty lot and some other issue may come up.l'm sure this won't be the only one we'll come across like thisIet us know if you need anything else.Thanks Tom -----Original Message---- From: Blanchette, Debra K Sent: Wednesday, October 01, 2008 4:36 PM To: Perry,Tom Cc: Niemi, Maureen Subject: overdue taxes Hi Tom Realtor, William Debs was in my office this morning inquiring about parcel# 291-164. The lot is for sale with a purchase and sale pending the buyer receiving a building permit. There are taxes owed in the amount of$3,254.97 for fy07, 08 and 09. The seller can't pay them and the buyer won't pay them unless he has`a building permit. Sort of a catch 22. The closing is scheduled for Nov, 6th, Would you be willing to give a building permit, overlooking the outstanding taxes, providing everything else is okay? Maureen and I discussed it today and are in agreement.to do this, expecting that the taxes would be satisfied at the closing, Thanks. Debra 10/3/2008 Affidavit of Substantial Financial Interest l ,.o rr%�fj/Y I, . , on oath depose and state as follows: 1. .1 am an applicant for a building permit for the property located at Mapa�) I , Parcel Co The address of the property is a C alli—y- 51-4 S� ��` — 2. 1 have 42.p % 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 C) Z,S. 0 , the following individuals or entities have had a 1% o'r 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 `' 11-5 v 0 , 1 have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel 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.last ten days, I have submitted 0 building permit applications for property in which I.have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted D building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this ZS'-day of 5e ie4e2001B 2001-00501affin 1 OF THE Tpk, Town of Barnstable . Regulatory Services 4 ! an�sc s$ Thomas F. Geiler,Director �A 059. a Building.Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder I, 0.e- L 0«1 C !A , as Owner of the subject property hereby authorize re-0. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) l /2-5-/0 Sig re cff Owner IYate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. n•onv r„�c•nurtii:rzpFpniTCCTl1N 1 • Town of Barnstable OF THE Tp� Regulatory Services Vf '* BARNSTABLE, Thomas F. Geiler,Director 9 MASS. g 4�p xb-9. Aim Building bivision Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50&790-6230 . ------------ -- HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for homeowners was.extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER 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 fame structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department rnmimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official 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 HOMEOWNER'S EXEMPTION 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 shall 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 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,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 fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. 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. i (1•fnrmc•hnmvnvrmnt I 1 SEP-25-08 07 :47 PM P. 01 I M1 No. 4374 P. 6 Agi. 14, 2008 4:41PM RE/ MAX CLASSIC ./�S trn I AFFIDA 'T fi J,TIMOTHY Nri111.1 N,r SQ. : RE: 69 County seat Sheet—Barnstable(Hyannis),MA Land Court Plan 14034-H,Sheet 2,Lot 6,Block 7 i Record Owncr: (Estate of)Norma M. Anderson .3 I,J.Timothy Nealon,Esq.,under oath,depose and say tlxt: ' } j. 1. I am an attorney licensed to practice in the Commonwealth of Massachusetts representing the Estate of No=Anderson; I 2. 1 have performed an examination of the records at the Barnstable County Registry of Deeds Land Registration Office telative to the above property and the abutting parcels; 3, Norma M. Anderson took title to contiguous lots 6 c&y by deed dated March 8, l 976 and 4 registered with the Barnstable County Registry of Deeds Land Registration Office as Document No.205388; 3. Ori June 8, 1976, Norma M. Anderson conveyed Lot 7 to Armand Boileau, Jr. and Marilyn P. Boileau by deed dated June 8, 1976 and registered with the Barnstable County , Registry of Deeds band Registration Office as Document No.208279; 4. I have reviewed the toning ordinances and maps of the Town of Barnstable in effct on 5 June 8, 1976; j 5. 1 hereby certify that the above parcel(Lot 6)was in complian"with minimum area and frontage requu=onts of the Zoning Ordinances at the time the contiguous parcel 9A 7) was conveyed, and is in compliance with section 240-90 (and any of Its jubsections) of the Zoning Ordinarneca, In support of the above certification,there is aaached hereto the following: A. Copy deed from Norma M. Anderson to Ammand Boileau,.Jr. and Marilyn P. Boileau; . B. Copy of that portion of the Zoning Map of Barraatabl®, Massachusetts, Revised July 30, 1974,indicating the property in question being zoned RB (Residence B); E }I C. copy of Page 10 of the Zonias By-Laws and Building Codes dated April 2, 1975, indicating the area and setback requirements in effect at the time the contiguous lot was conveyed. ' SIGNED UNDER THE PAINS AND PENALTIES Op'PERJURY IMS 10TH DAY OF APRXL.2008 3. Nealun,Eie 4 Aug, 14, 2008, 4:43PM RE/ MAX CLASSIC No, 43)4 P. 11 ; J elccept that a lot may have a shape number lamer tht►n ZZ pwvidad tw 3 �: the sits intauded for building is aontaioed wfthia a poftla of said krt; which sald portion Ineeft the.uming reslai NIABnts Of the am� : . it is located and, has a shape number toot ex � �'t- the fbapi � #suMber shall be the ausmber rrsuldng ft m the dl*b m of the square of ? ; the perimeter by the area of the lot or ON porting tbuta.$warty Cm? percent of the t�egltktd tAmq anof gins Iat shall be coss6gssos4 upland. ri C @NW b Iffl An M 1v ar Alb.Ow MW 2%AM i Y, • �a+sd►19ec,*WMb,aMAW.CkW ep,tla�s�s"'niweta►1� F wpvp C soa9�saesat..oNl�t�lM�lrt. �• #''''`, 1 AnOwAW by ed&A d. ,Jonaftwe 11 M As 10e,ems/b AM Ai#,61a fly lit M. � '# Allq.'MUL A TMO AM IN R---re rsMIk saMi y d Yr YL la MIDENCE 8 ,R0 ta* .` •' RESIDENCE C 15,000 100 30 to I6 RESIDENCE C•1 15,000 125 30 15 RESIDENCE C•2 15,0000 too 20 10 10 RESIDENCE D 20,000 125 30 1S lg RESIDENCE D-1 20,000 125 30 to RESIDENCE D-2 20,000 In 30 IS 13 RESIDENCE V-3 20,000 12S 30 15 15 RESIDENCE E 35,0W 160 30 25 RESIDENCE E•1 3$,000 160 30 30 2S RESIDENCE F 43,S60 150 'v is L33 RI3SIDBNCE F•1 43,560 W 30 is 1tw6d�A+ed Rwfleser At dd�d b Isle As 14a gr►r�lq stM AID.Gra.>aw��►+ills+ � �i; R A�rudd b ohs�rrtds"Ihart 1Pwd"el+al'�t e��'db� ada pr 0e 1'1�e 4a IN,011011wid b Asa Ate•�•J�tip lf7l:'• r Via: R.MM"C4 S&bd b 1g4,SL* lI#-WIp I by&e,ta.Grw jolftoo!f, Front yard setbacit distatnes shorn Owe luaan foam shdlhIs d the strett.When a lot abut on one or 1d3W thin one street,fii*f'e setback shall be$ppilcable tom all stteefa. tour mph�lihdwCnrr �b tl��AatM,splsaAti4aMlr•�� If.secs. S. USE REGULATIONS--1(ox-mmmice VOTWI, ' A. No buildlaS shall bs. aoctad or dWW, and no buildb i premises shall be used, for any pUtposs in the foll"fts FW 10 ti fi Wd 0S: t8 80-5Z-d3S SEP-25-08 07 :48 PM P. 03 Aug, 14, 20061 4':42PM RE/ MAX CLASSIC No, 43747' 8 #.' Bar notable(Hyannis) a d dlim Dub NOW M. RNDMtSON ............. TO APFAW 90ILRAU t JR. and ■ M 14 F IL ;r Pam"I arwt w i S Aicberd L. Cvrl4y d 765 Mf#f MAIN GTOUT WANNOV, YLOV, ,3 "so1 r eSEP-25-08 07 :47 PM P. 02 i ¢* i 14. 2008 C41PM RE/ MAX CLASSIC No, 4374 K 7 Raw AU ft 0 of Vila riLM Road, Coventry. Rhtge Ysland being the or t1~e land describad in L4Ad Court ,.: Certificate of yitir NO. 66549, rscorded in the Barnstable Covr,ty ' Registry of Deedo in [and Rogistratica gook 919, Papa at, husba wwifs�asto n g►e rntirs yoVAILu of o 16 IVryMRZa AAW ie. Are, 'Barnstable (1t�rannis), larnatab a Couety, Raasoochusetta, s " o thm""Nadu, the land, together With any Duildlage tee:sane ritWatad to aarnotable iFlYerm.0 , 8srnstible Co"ty, Niasaehusatta, boureded and deacribad as follawa: i 190A4ALV tier Countys44t Street, ill.So tat: i IRS iLY by a portion of Lot 6, 110-feet: :3 1 SOMERLY by Lot 164 107.57 foot; arA L. by Lot 8, 110 feet. All of Raid boundaries arc detesmina4 by tRtr Court to be located as ahe9Mn , OR anbdivLaion plan 14034-11 (Sham 2) dated Jun. 1963, drmm by wUtrAy 6 Bassett, aurwyors &AA filed in W (And Registration otriee at baton, a Cagy of thich is filed is UrroUble Cooky Registry of a Deese in Land Registration book 132, " 26. with drtilicato of Vitle ;r ft. 17926 and Maio M is abown thsrsen as 73. k bad lanes to subject to and has the barofit of the right, reservation and ' ' restrictions as out forth in Document go. 103,06, restriction 1 through 6 to ry rin in for until Natoli 200 1969. 'aid land is #abject to the tight$ gsantod in an aa*Mftt iven to the ; t: faPe 0 VibYard Bleotrie Coewany at 41 dated Jens 27. 1955 'being DoawNsnt 110. 44,755. i bard land is snbyee;t to an agroes■nt to the tiussards Bay Gas C ny dated July 7, 1919 being pocument tips, 44,756, ` Said land is subject to the rights granted in an oaomwit given to tits barn}table Maur 9MARY dated July 10 1955 wftg Doca nt [ft. a1,757. , Consideration ter Oil dead it $7,000.00. V t.� Vbw Iq tat ad got rib elpth �d � AO►B 7i is i e J �'�• 4arnstebles► a !, ,p76, 4 s` �rim N rrsoa IR ' t + rta lit laowAv t+ r of tw�•i L in 6 •, !Prh L I W N 14C�34 C.C. N CAr c SNEET " No. 'you E. ,A� ��9QD 'V 1 e• t•109g.j Blaypp �� u y e �Z • o .. � /POO 0• �se'�tsf e o�Zp/�p �p O ,,/-1000 ,� h /5. p Is ZAP IN 00 o , C2 COD . g6.0 �� 3. 93=4 W /d/.6�► f c ee- 0q too 22. e Q . 20• /s oodd b /.2. /22.00- b) ; a o 00 20 Di SE a 00'g - .,v r•rres, C.0.. Z i a O` � aQ � p ' � � 4 �a r a//4.4s� •"%g0.00 ti Nis � ,� i �'41 vg N S l0• � a u�, /,24.09 =" /0. 0 g,� 20. :. r, o s s"a o /i c Ax IQ 9.p• /J'f ;+ Y •b Oyu � y � 9. co o .,a s'a•/s/" y � �j✓r8.93 �� `•'-//0.00• .•�N/P'•+� ►. /`�' tag _., ../05 /3 3i 59" /0"h'1114 of r QO m �� :� N $�' bps� � •!X?oza gw lb 15, _ o ? N N •O �°�� � f1 \ '7916 CL ti / /ao3a� P000 (! 0 4i rC,Qr. /79Pti W H CROOKED E . a ! s}CAL E OF&,A eiA,v / -O FEET o . STATEMENT OF LIMITING CONDITIONS (cont'd) 13. The Americans with Disabilities Act (ADA) became effective January 26, 1992. We have not made a specific compliance survey or analysis of this property to determine whether or not the physical aspects of the improvements are in conformity with the various detailed requirements of the ADA. It is possible that a compliance survey of the property, together with a detailed analysis of the requirements of the ADA, could reveal that the property is not in compliance with one or more of the requirements of the Act. If so, this fact could have a negative impact upon the value of the property. Since we have no direct evidence relating to this issue, we did not consider possible non-compliance with the requirements of ADA in estimating the value of the property. 14. The Gramm-Leach-Bliley Act was signed into law on November 12, 1999. The intent of the Act is to protect consumer's personal information obtained by a financial institution from being disclosed or released without notice and without the permission of the consumer. Compliance with the law became mandatory after July 1, 2001. These regulations apply to appraisers as well as other providers of financial services, and apply to nonpublic personal information, or personally identifiable financial information. 15. The Prospective Market Value is based on the cost estimates for the construction of the proposed building and the completion of the building to plans and specifications that have been reviewed. The appraiser cannot be held responsible for unforeseeable events that may alter construction costs or the plans and specifications by which the building is constructed prior to the effective date of the appraisal. 9 " REScheck Software Version 4.2.0 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 69 COUNTY SEAT ROAD FINE LINE DESIGN HYANNIS,MA 02601 • . Compliance:4.2%Better Than Code Maximum UA:285 Your UA:273 01 • .. Ceiling 1:Flat Ceiling or Scissor Truss 1292 30.0 0.0 45 Wall 1:Wood Frame,16"o.c. 1216 13.0 0.0 79 Window 1:Wood Frame:Double Pane with Low=E 194 0.340 66 Door 1:Solid 21 0.280 6 Door 2:Glass 42 0.380 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1292 19.0 ; 0.0 61 Furnace 1:Forced Hot Air 88 AFUE 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 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Xeor,) I� A�I W & U.- 9-iS- P Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 09/24/08 Data filename:C:\Program Files\Check\REScheck\CLANCY.rck Page 1 of 4 r REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:88 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non4C rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Project Title: NEW CONSTRUCTION Report date:09/24/08 Data filename:C:1Program FileslCheddREScheddCLANCY.rck Page 2 of 4 The HVAC system provides a means for balancing air and water systems. Temperature Controls: Ll Thermdstats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 165 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: NEW CONSTRUCTION Report date:09/24/08 Data filename:CAProgram FileslChecklRESchecklCLANCY.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to l" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 I NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 09/24/08 Data filename: C:\Program Files\Check\RESchecMCLANCY.rck Page 4 of 4 G71te Board of Building Regulations and Standards License or registration valid for individul use of HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registrat Jon 141228 One Ashburton Place Rm 1301 Expiration a/22/2010 Tr# 262042 Boston, Ma.02108 T e Individual Yp . . . Gregory Joseph Clancy Gregory Clancy 182 Wheeler rd. ,ram P Administrator g Mash pee, MA 02649 - Not valid wit ut si nature �. B o s Constniction Supervisor License License: CS 8524.7 13�rthc3atea, 3/2/1979 Ex�rti<an. 32/2009 Tr# 5367 kVy � esfrocan ?fl T GREGORY J CLAhICY 182'iNHEELER RD' IVIASHPEE, MA 02649 Commissioner f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' www.rnass.gov/dia ' Workers'Compensation Ixtsunuce Affidavit: Builders/Contractors/Ele.ctricians/Plumbers Applicant Informtation .Please PrintLezibly Name,(Business/Organizadowlndividual): �re� d.,"4 . CCM S-k-,ed cxo, - ActLess: g W City/State/Zip: -Hw; Dee M-A 62-(LM Phone.#: Are you an employer? Check the appropriate bow: F6'��ew oject(required):, IN-1 am a employer with Dm. 4. ❑ I am a general contractor and I * have hired the sub-contractors construction . employees(full and/or part-time). odelin2;❑ I am a'sole proprietor or partner- listed on the'attached sheet g ship and have no employees These sub-contractors have g• []Demolition employees and have workers' 'working for me in any capacity. 9, []Building addition comp, insurance,$' [No workers comp;insurance 10•❑Electrical repairs or additions 5. ❑ We are a corporation and its required.] 3.❑ I a homeowner doing till work officers have exercised their 11.[]Plumbing repairs or additions ' In [No workers'comp. right o£exemption per MGL 12,[]Ro ] of repairs ins�rance.re aired. t c. 152, §1(4), and we have no q employees. [Na workers' 13..❑ Other_ comp,insurance regdired.] *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 anew affidavit indicating such. , tcontraetors that check thisbox must attached an additional sheet showing the name of the dub-contractors and state whether ornotthose entities have employees, rfthe sub-contractors have employees,they must proYidb their workers'comp.policy number. I ant an employer that is pro vidtng workers'compensation insurance for my employees. Below is.the policy and job site* Information. /► Insurance Company Name: t0►Pa 5tc.'+z .T=n S v r`0-n f-C Policy#or Self-ins.-Lic, #: U s 0 q W C 3-+9 5-1 Expiration Date: 3• 0 18 lob Site Address: l�q G b t1 r� 5��� City/State/zip: e n n �t., l� b�-fv 0.�• r Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to $1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK•ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of thin statement maybe forwarded to the Office of' InIvesti tions of the CIA for insurarkrc coverage verification. I do hereby cer ' r e •and penalties of perjury that the information provided above is true and correct. Si afore: Date: Phone# Offteial use only. Do not write in this area, tb be completed by city or town official. City or Town: ' Permit/License# Issuing Authority(circle one); J.Board of Health 2,Building Department 3, City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector 6. Other Contact person: Phone#: JAIL, 2. 2008 i2;06PN HART INSURANCCC I�o, J31 IA 1DWn /� /-� //^�► �/�++ I�{{ //�� (�CC A �/ INSURANCE 01/0008 IC SUED 2/2 A$ A 1�11A1T7 R 0 El CFFORR7MArION FIGATE �— ONILY AND CONF>rRS NO R►GHTS IiPON lH RODuC HOLDER TH{S CERTIFICATE DOES NOT AMEND, F�(TGND OR F1p,RT INSURANCE AGENCY, INC. ALTER THE COVERAGE p,FFORDED 6Y THE POLICIES sEL01N• 243 MAIN STREET NA►C# PO BOX 700 INSURERS AFFORDING COVERAGE 15040 BUZZARDS BAY, MA O253Z�70O INSURER A PROVIDENCE MUTUAL FIRE INS CO 23s09 NsuReo Gregory Clancy dba Construction Company INSURER e: GRANITE STATE INSURANCE 182 Wheeler Road INSURFF c: Mashp9e,MA 02649 INSURER D INSURER E: COVERAGESATE E ISSUED OR OR OTF(ER DOCUMENT V✓RH RESPECT TO RMSHEXCLUSIONSFh D CONDITIONS OF SUCH I S OF IivSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEfl ABOVE FOR HE T�bLICY PERIOD INbICATED•NO�7HSTANDIN 7}{E POLIC E ANY R50TAIE1TKE I TERM OR COFORION OF ANY CONTRA!, MAY PERTA>N.THE INSUP,ANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT O AL �� POLICY EFFECTWE POLICY EYPIRA r1ON POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM, WSR POLICY NUMBER EACH OOGURRENCE s 1 000 000 `T c CPP006678400 11/07/07 11/07/08 PR MISS rea. a 50 000 A Gew�AL vABIuT a 5 000 comMERGAL GENERAL UASIUTY MED EXf AnY ono persal i.000 aoa PERSONAL&AD✓ROURY S C,�,Iaas MADE 2 occuR 2000000 GEP'SRAL AGGREGATE 1 S 2 PRODUCTS-COMP/OP AGG 15 1 000 000 GEN-L AGGREGATE LIMIT APPLIES PEt. POUDY Fj PFQ LOC COM5IN'FD"=UMJT s (E3 aecldclq AUTQMOBILZ MILrre ANY AUTO TO BODILY INJURY I ALL OWNFD AUTOS (Pat person) o,O-?=t0jLE0 AUTOS I BODILY INJURY S HIRED ALIT OS mQN-O NED AUTOS PROPERTY DPJ."AG= S (par a- I AUTO ONLY•EA AGO'DO GARAGE U0+4LITY I cf.ACC S OTHER THAT+ ANY Alrr O AUTO ONLY: AGO S ;ACH OCCURRENCE S G �g�up(1Ag&r7Y AGGREGATE Gm- R a C,AINS MADE S 5 s DSDUCTIBLE orn ��rtNnoN s we S i ATu. -I 11/1 WC3797254 /07 fl 000 11/13108 s i 0 w/pR1(ERS,gMPEN5AT10N gtr0 - E.L.EACH ACC WNT pmPL0yr=ps uAav rrY EL DISEASE-F-A EMPLOYEE 5 i 000.000 AUY B R QCGLUD OFFICERl� ^� U7tY� DOO UQO .. E-L.DISEASE-POL>;:Y umrT 5 If ym das:rittc`xstlei SPECIAL PROVISIONS belaw OTHER DESCRIPTION OF OPERATIONS I LDCAT109S t VEHFCLES I OLCW SIGNS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS OPERATIONS PERFORMED BY NAMED INSURED AS PROVIDED BY TERMS &CONDITIONS IN THE POLICY cANCELt.ATroN CERTIFICATE HOLDER SHOULA ANY OF 191E AD"DESCRIBED POLICIES 6E CANCEU eEFORE mE���� DATE 1HEREOF,THE ISSUING INSURER wILL ENDEAVOR TO MAIL 00 DAY$ WRd�� PROOF OF INSURANCE NOTICE TO THE CER10rATE HOLDER NAMED To THE LIFT,BUT FAILURE Tn DO SO SHALL MIPOSE NO OBLIGATION OR LJAajLM OF ANY IOND UPON THE INSURER, IT$AGENTS OR REPRE50'TATNES. AUTHOWM"PRO W7ATIVE ACORD 25(201/08) C ACORD CORPORATION 1988 e , STANDARD FORM LAND PURCHASE & SALE AGREEMENT From the Office of:R&MAX 0assk 167 Lovells,Gene Marstons Wills„VA.0648 1. PARTIES AND MAILING This day of Argast 12008 ADDRESSES ,Ronald J.Anderson (fill in) P.O. Box Uso f Wa»oiek R7 02JU hereinafter oalled the SELLER,agrees to SELL and Jawph M.C►aacy 457 Carrier Road East,Falmoroh, MA 02536 hereinafter called the BUYER or PURCHASER,agrees to BUY,upon the terms hereinafter set forth,the following described premises: 2. DESCRIPTION 69 County Seat Street Hyannis MA 02601 (fill in and include and further described as Land Court Cerdficafe 66849 at the Barnstable County title reference) ,?egistry of Deeds 3. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the (fin in) BUYER,or to the nominee designated by the BUYER by written notice to the SELLER at least Insert proposed use of property seven 7 days before the deed is to be delivered as herein provided,and in(d)include in(e)by specific said deed shall convey a good and clear record and marketable title thereto, free from mferencr,any restrictions, encumbrances,except easements,leases,municipal a. Provisions of existing building and toning laws; and other leinsand other b. Such taxes for the then current year as are not due and payable on the date of the encumbrances, delivery of such deed; ` c. Any liens for municipal betterments assessed after the date of this agreement; d. Easements,restrictions and reservations of record,if any,so long as the same do not prohibit or materially interfere with the use of said premises for purposes; e. 4, PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the deed In form adequate for recording or registration. 5. REGISTERED TITLE In addition to the foregoing,if the title to said premises is registered,said deed shall be in fort sufficient for issuance of a Certificate of Title of said premises,and the SELLER shall deliver with said deed all instruments,if any,necessary to enable such Certificate of Title to be issued. 6. PURCHASE PRICE The agreed purchase price for said premises is$ 62,500.00 sixty-Two Thousand Faye Rundred dollars,of which $ 5,250.00have been paid as a deposit this day and $ 1,000.00 Paid%*A nd'er dated Asrrn.t 17,2009 $ ,T6,25a0o are to be paid at the time of delivery of the deed in cash,or by certified,cashlees,check(s). $ 62,500.00 TOTAL ®2005 GREATER BOSTON REAL ESTATE BOARD All rights reserved- This form may not be coplod or reptoduced In whole or in Owl In any manner whatsoever, without the prior express written consent of the Greater Boston Roal Estate Board. maµ�autak form ID:FtA720 PD:03lO6 16"WIT rrr P�•r.,+.e*am aee■twn by Ilr=JM DIN!9niri0••TOW1. „•romp to awriche Dratataaa W4 may riot be u■od by ear athot y■rey. 7. TIME FOR Such deed is to be delivered at 1Y.00 o'clock .P M.on the ""61h day of PERFORMANCE November 2008 ,at theorem. ofDanning,Airrane,McNkhots DELIVERY OF DEED &Garner,LLP,us r'atmorrrh Road,Suite 1A,Meshpce,MA, "istc la&Ae,unless otherwise agreed upon in writing. it is agreed that time is of the essence of this agreement. �*Ora or before 8. POSSESSION& Full possession of said premises five of all tenants and occupants,except as herein provided, CONDITION OF is to be delivered atthe time ofthe delivery of the deed,said premises to be then in compliance PREMISES with the provisions of any Instrument referred to in clause 3 hereof. (afrach a fist ofexceptions,it any) 9. EXTENSION TO if the SELLER shall be unable to give title or to make conveyance,or to deliver possession of PERFECT TITLE OR the premises,all as herein stipulated,or if at the time of the delivery of the deed the premises MAKE PREMISES do not conform with the provisions hereof,then a�xy»paymaate-wide ender-�tiis-agr�espaon3 CONFORM ebe fer�Nawiti�refi d- e e igs �rs�of e�pa �er�tt�s}iaNseae6aktd 1149 (change period of timeffdesked) �#fiePie +erete,- Hess the SELLER shalt use reasonable efforts to remove any defects in title, or to deliver possession as provided herein,or to make the said premises conform to the provisions hereof,as the case may be,in which event the SELLER shall give written notice thereof to the BUYER at or before the time for performance hereunder,and thereupon the time for performance hereof shall be extended for a period of 30 thirty days. 10,FAILURE TO PERFECT If at the expiration of the extended time the SELLER shall have failed to remove any defects TiTLE;OR MAKE in tide,deliver possession,or make the premises conform,as the case may be,all as herein PREMISES CONFORM,etc. agreed,then any payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 11. BUYER's ELECTION TO The BUYER shall have the election,at eitherthe original or any extended time for performance, ACCEPT TITLE to accept such title as the SELLER can deliver to the said premises In their then condition and to pay therefor the purchase price without deduction,in which case the SELLER shall convey such title. 12.ACCEPTANCE OF DEED The acceptance of a deed by the BUYER or the BUYER's nominee as the case may be,shall be deemed to be a full performance and discharge of every agreement and obligation herein contained or expressed, except such as are, by the terms hereof,to be performed after the delivery of said deed. 13.USE OF MONEY TO To enable the SELLER to make conveyance as herein provided the SELLER may,at the time CLEAR TITLE of delivery of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or Interests, provided that all Instruments so procured are recorded simultaneously with the delivery of said deed. "or in accordance with standard conveyancing practice in Barnstable County." 14.ADJUSTMENTS Taxes for the then current fiscal year shall be apportioned as of the day of performance of this agreement and the net amount thereof shalt be added to or deducted from,as the case may be,the purchase price payable by the BUYER at the time of dellvsry of the deed. thin laee wnA crgntMl hr t%D6lAk ISM urine a-raaMO. *-VOW id eappr12ht pretaet60 tt0 MAY*-t LQ vuN by W atMe pony, t 5.ADJUSTMENT OF' If the amount of said taxes is not known at the time of the delivery of the deed,they shall be UNASSESSEDANp apportioned on the basis of the taxes assessed for the preceding fiscal year, with a ABATED TAXES reapportionment as soon as the new tax rate and valuation can be ascertained;and, if the taxes which are to be apportioned shall thereafter be reduced by abatement,the amount of such abatement,less the reasonable cost of obtaining the same,shall be apportioned between the parties,provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 16. BROKER's FEE A Broker's fee for professional services of SIT,710,00 (till in fee with dollar is due from the SELLER to REMAXaa<We$1,875.00 (Brokerage) amount or percentage; and Coastline Rea[F.srate who represents the bayer S1,875.00 also name of Brokerage firmis) the Broker(s)herein,but if the SELLER pursuant to the terms of clause 19 hereof retains the deposits made hereunder by the BUYER,said Broker(s)shall be entitled to receive from the SELLER an amount equal to one-half the amount so retained or an amount equal to the Broker's fee for professional services according to this contract,whichever is the lesser. 17.BROKER($)WARRANTY The Broker(s)named hereinRII/MAJKC[ac � /Coerst[ine Rea[Fwate warrants)that (fil/In name) the Broker(s)is(are)duly licensed as such by the Commonwealth of Massachusetts. 18. DEPOSIT All deposits made hereunder shall be held in escrow by RE MAX Mate (Of/In name) as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time of performance of the agreement. In the event of any disagreement between the parties, the escrow agent may retain all deposits made under this agreement pending Instructions mutually given in writing by the SELLER and the BUYER. 19. BUYER's DEFAULT If the 13UYER shall fail to fulfill the BUYER's agreements herein,all deposits made hereunder DAMAGES by the BUYER shall be retained by the SELLER as liquidated damagesJesrwithira•#bia days•a �4ir;�ie�pet#al�a�Aof.#Fiis�eer�et9+ay�9xt9ti6iera-hereE�;-the���L�EF! et�e�►ga•Re1#fles-the-Bl��cER-fe•wri�g� and this sha1f be.cellar's sole and exclusive remedy at laity or equity." 20. RELEASE 13Y The SELLER's spouse hereby agrees to join in said deed and to release and convey all statutory HUSBAND OR WIFE and other rights and interests in said premises. 21. BROKER AS PARTY The Broker(s)named herein joins)in this agreement and become(s)a party hereto, insofar as any provisions of this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which the Broker(s)agree(s)In writing. 22, LIABILITY OF If the SELLER or BUYER executes this agreement In a representative or fiduciary capacity, TRUSTEE, only the principal or the estate represented shall be bound,and neither the SELLER or BUYER SHAREHOLDER, so executing,nor any shareholder or beneficiary of any trust,shall be personally liable for any BENEFICIARY,etc. obligation,express or implied,hereunder. 23. WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction REPRESENTATIONS nor has he relied upon any warranties or representations not set forth or Incorporated In this (rill in);If none,state agreement or previously made in writing, except for the following additional warranties and 'none";ifany listed, representations,if any,made by either the SELLER or the Broker(s): indicate by whom each None warranty or representation was made lble torn.ni.or■■t-d by rosaHM Mil bnsaa e-1 obMb. .-FORM nomighe ynro«ct,o And MAY not bn unwn by MW eons Pam. �. MORTGAGE (0 9"d+@rtQ�t91p F!-�.�VtC9�l;�l��E�p�88�FJ�4�1.111�$t1YFR Sh�►.8iSL1y LQl$�!►f DE�1@I CONTINGENCY .............aLpmraT7ng CLAUSE wmsand owditlawa-I4-6--phe#ha Guy-FR'sditigentatfoets4GoepgllHr►eo►t10FSUe ►ban (cnlft if rtod provided for em mu!booloWned Mot be`arC----------------;W--•^.dire WYEfttnap Wrr telhi a in Offer(o Purarhase) t3+grt'4nt>3rtrt byvrritOtarFrlotttxF ttT th t;t:CER'srdior Rt�Btalcet(';):g�ager+tggl{�tt SELtE"a priorZo the eicp�istica 6f srichZim%��vF�cfeupon ar%Y_Polythenfs made Uiiaiffhis igieeriainT sM tie fogt�i+r� retundgd end ait c'6 atifigaticns_of mq para�s tierPtu,Snpn p i i in4 i@i igre�rtierit sPltlll ttC Ygld�KlDtolll lecavtse,ta the padmAersto.Anna event wIII tie-llYERJadees dJo hays-usad 009e0 effeft to oWa 4ontatltaVM a tntses-the.BU'YF.R subanita.a cagiplete rporige9e-taen-OW IM10rt corrforrMng-to,-the-foregoong-prealoians-on-0r'41)efor0 ..._ ------------•---2t}--. -------------- CONSTRUCTION OF 'a We Instrument,exed►ted in nailtiple Court--parts,is to be mostMd MasSadmu is oonttacL AGREEMENT 'S to tame etfed as a see"Instrument,seta forth the Wire oontract bat►aeen the porti#,is bindarq upon and enures to tho bonefit of the Dart;ies hereloand their respective hobs,devisee$. exetwtom,administrators Suoco-ssors and m aigr>`a,and may be canoelled.mclified or emended only by a written tnsirurnent exem ted by bath the SELLER and the BUYER. If 11Ko or mare persons are named herein as BUYER 1hee-robllgatlons hereunder shall tie Iolnt and severs!.The captions.and n`arginalnoles arc tned cnty ass matterof ootrven;enoe arm are not to be conskWed a part of this agreemnent or to be used in determining the intent of the parties to it. ADDITP IONAL The Initiated rider,If any,attached hereto,are in=xWrated herein by reference. PROVISIONS 4)Subject to Aftched Addendfon "A rr b)SWIM to Attached Addendum"B" e)Subjeet to Afteettid Adderidtnn "C" NICE: Tuts Is.a laptO document chat croatcs birWing obliplioeg, if rct undcfttoocf,Mmit yn rltgomey. M�Attt4:Rwratd,l.Bn Pool Mom Jhywh Ar.C74M rb cam ID/soclA1Samritp No. _ Tpupnygr ID1Soei:1 Sucurity No, LIFR Spr 5(xxts�I: — BUYER: otNam�: Print Name; eaaysr I n19mrihr No. 'taxoeyer 1018Coia1 unity lYb.,r, *4r'l � i3ROKER(S)C�NIImeRealF.rtlore .M.r6en M•rU1eM Dy FFMtM Dxw wl"♦•M••7, ..Mtn••�.ap•,.......r.w w•r••a M•w�sp my•aW fe"r. 4 . od Ao Oar To Px"we**ed grad 17,,2MUMven Ram AGnte '.aa ,#erefira r MfOM4 M ff Se r OVd Amp& C CA&&*9"v er ro*nw to as Auger; Perm0s&xx Is hereby gmaed w Me Buy r)mrWor fuser mptuamdm to sg#jea&t(s) to perform pet wkdon 10M wa d'ewpitwe&e mitabifto of saW lert(s)fvr jke ftYlatiarw'af a ruk vsept°le 9ysNFsa to seroce 0.1.,.bff4v�, b'k.t> m' emm m4 M P?RpMTPhw and p,erfrMM srsrh OM er M&card ra P114abk mWheer {Mcdu ft we ha.lwWfien off,rm*rardmy water quOV loft(sy"a wW&r ft not avacgrrtr&to $)for dopse*c:"Aft xvMerp.4FjWCe�s }"�B r antred,�►ex�cklf wig tkat said kf(s)is fijWaMt fvr OWWacjro?r oa ,be rrtrl,AVILO.W,Y re$UMLV in OCCOAtOwe Wffi rules arm Ngda tions vf� bid uc►t RMHOd 909,9stbjed N'S F#MW o f Health aid B-NUdf"Deprfteft �'�r k UnaU aAC OW DW&W O'rRWbr&&lVftd4WM VW Cxatr d dt lesfs ale t it sale r1sk and eVease and skill retwa l re pmpelty 0 itl;pamx comMO ; wkkiv reason,kirrr edfi*qwjt cao'gftrraw,of ike Must 411 of wkkh.vkW7 be at the sale risk apg t'arm. 'e elke s)In zee e"t&e.$ads)dekrmkia the y for be a►akOdohle for,ra'UsWatpat vsrsl gen by wima#Wlee, f'irelen %g specific revsa►rr(t)and supp►or g docrarnmtax'a%t&&e s s) andlo r Mvker, air agewfor tke SelWs), owMed cued mad4 pwingirpr +A orr or Were Odeber 30r_2908, Duy&(s) osay erred agntaWnt and all dawn papnree#j&loll be ref xad ad all abligodow of a 9par fies herele abaffeezz Jra the~Mal vach prooqg 6 not mJUd as afetesaxd en or bg ore Oabrr 30, 208,Ms par"A v&W be ql nor j we and wed. Id[ R HUM. ��t'jj y��y�����yy���A.I�� R PROAL. A l ADDEtflltlsi B Ac1dL►ndQnt YO MY 1v,urcltaSo on 69 Catt►tt}Seat StM(,fyanni%MA. Mis*Mr is subject to J;a 1'ollotirttg items: 1)P S to be signed w tlyati I0 calendar, days of.'accepu me of offcr by All parties` z)Bttwerto wide proofofappficatirtt ft+r septic d°.si9tt ►tithiA 21 davr pf :,g PAS ,E egzes^:knt. f � 3)33U.Ycr to orovido prodof application for bui(ding permit for S bedrom home f within 30 dstti%o£signingP&s aSrw_m tt. AJ 13ttvc�r ro obttin bttildi►Yg pcnnit tyithirt ti0 days of�u�ing P&S �.�. '��C1 uS►'remen►t, 5)Closing to takoldete within 7 days of oblaining building permit. It is atgm-cd that ti me is of the es"ace end.t mmelons to.PWwn ntay be needed ftuld th=(c delays in ti:c pcmlilji g proomp. Myer' V bite f dam` Sella DAM F 'Broker Dote. Date .�, Provided. that. If deApite reesous;ib3.e dffdrti,.Buyer U tenable-to obtain a valid building pezrdt fort a three-•badr mta house withia sand j fit) day per4od. BuTei map'e3:et1; to toxtatftetie trite agreeteent 'bg arot 3fT3n8 Baser in'"trritiag vdtidn7 days of the grid of tite said 60 day par3od,, in,which went sell deposits shall be returned; this'a#memnt: shall be null and said and all obliptions here►etder 9h&U terminate. , t (BUYER) 1. Title and Practice Standard. Any dispute as to any title iasne or conveyancing practice remaining unresolved at the scheduled time for perfbrmatm under this Agreement shall be resolved in accordat.oe with applicable Standards or Practices ofthe ?Massachusetts Real Estate Bar Association(xtEBA).to the extent possible- 2- Documents ot-Closing. SpSI,I.ER shall deliver at closingstwh documents and certificates as shall be remonably requested by the BUMS hider or closing agent or DINER'S title ins<mer,imiuding but not limited to an affidavit to establish exemption tinder Internal Revenue Code 144S($)(2),title insurenoe affiidrAt regarding the absence of psrtica-in-poscc.4sion and mechanics'liens,a oertifieMe that the septic s% lfns hoc» installed,inapeeted snd is fumetioning properly,as issued by the TowWaty where the pmporty is situated and an affidavit regarding the absence of UFM in Any building on the l}ml�Y• 3. Insurable Title. 11 it understood and agreed by the parties that the rremises shall not be in confomity with this Pumaho..c and Sale Agreement unless title to the Premises is also insurablc at ordinary rafts for the benefit of BUYER in a fee ownees ALTA-form policy,and for the benefit of BURS iendcr,if any,in an ALTA-fflrm icon policy, subject to the standard printed cuceptions;provided that any such exoepdons dog not I reader title to the Premises unmarketabic and such other exceptions as ate permitted l pursuant to Paragraph 41. Encumbrances. 1t is understood and the pm tics that the Premises s f ) atp'�by P hail not be in conformity with title provislors of this Agreement unless: .' fid11Tg tnrt�na�timiteaftn cesspoo s,au fill means aeitltr Pretnis, sha�be lQcsttecl�ortel+)etelywithin boundarwlinesofsa4tt i a and-shell nrt etre !AcG uporttctdpiopet ty .ratites; _(b) tee• mat-of4tnx�-mA4)eloMkg to any ether Person ox entity sbalL or aid-pxp ,e% (c) the premises shall abut a public vmy or a private way to wbieh$L-M shall have both pcdcstxian and vehicular access,and if pri4-atc way,that such private way in turn is duly laid out,accepted or approved as such by the city or town in Which raid premises are 1oCate�d. S. S1=UER hereby represents and covenants as follows: All That Seller has no notice or knowledge of atry condition relative to the premises which violates any municipal,state of federal law,rule or regWatlon which has not heretofore been reetified. i (b) That the premises cure not the subject to any outstanding agreements with , any party pursuant to which any such party may acquire any interest in the premises. ( sib h xequixedzl�ee•of ' 6. S1 LLFR agrees to cooperate with BUYER in connection with any inspections that may be required of the prop". 7. Both BUYER and SELLER hereby acknowledge that they have been offired the opportunity to seek and confer with T mUed legal counsel of their choice prior to signing this Agreement and throughout the transaction. yermnst-Aso-hev& k •. � R C 9. Buyer acknowledges receipt from the Realtor of an Agency J)isclosum Form. 10. If any errors or omissions are fotmd to have occurred in any calcutatians or figures used in the settlement statement signed by the parties(or would have beau included if not for any such error or omission)and notice thereof is given within sixty (60)days of the date of delivery of the deed to the party to be charged,them such party agrees to make payment to correct the error or omission, SEII.>✓R: BUYER ✓ ^' , 'L' f .. 6/28/20ftr.\dkl2\wlnword\med\p&m b 3w addendum Zdoc1a39 AM l COUNTY SE AT ST FLEET R--621.42 L-82:82 N67'00'00 E 2z 00 31 .Oft 19.2ft N W 57.Oft gE th LOT 5 LOT 7 FVUNDATION 8.1ft Lux — LOT 6 ` 0 17,603tsq.ft CB CB MD. / FWD. 100' LOT 16 156.26 2B 582 56'50 W LOT 14 CB FAD. oarwem� solt rir UNAM Solt rtr 24.2'EOIP#3 EOW14 EOW#5 24.4' LOT 15 EOW 24.4' / EXISTING WATER 8 \ EOW#1 / 03-06 7 25.2' WETLAND FLAGS BY ENSR CONSULTING" FLOOD ZONE "C" FO UNDA TION CERTIFICA TION RES ZONE. "RB" TOWN HYANAW SCALE' 1"=30' PLREP 14034—H-2 ELEV N/A SETBACKS.- 20'=10'-10' ® " F 1,14 YANKEE LAND SURVEYORS & CONSULTANTS I CERTIFY THAT THE P�`'y `O �� P.0. BOX 265 "FOUNDATION" IS SHOWN ® a s EJ.�-� U UNIT 1, 40 INDUSTRY ROAD ON THE PLAN AS IT EXISTS ® DOYLE y MARSTONS MILLS, MA 02648 ON THE GRO UND. > ;^ TEL• 508-428-0055 FAQ- 508-420-5553 V ®�!4 v0 JOB DATE: 05-20-2009 NUMBER 54436 -JF Town "of Barnst *oF BARNSTABLE IVoFtH�r � Regulatory SerftgUG IS PIS Thomas F. Geiler,Director MA_q& ' ' Building Division 059.C a � Tom Perry, Building'Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ZOC�C7`�1 a 5� FEE: $�' Se SHED REGISTRATION 120 square feet or less Location of shed(address) Villag 90 Id A 1-7�S kv Property owner's name - Telephone number Size of Shed Map/Parcel Signature Date . Hyannis Main Street Waterfront Historic District? � Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) / Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. v THIS FORD MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 COU NTY SEAT STREE �621.42 L=B2.82 N87'00'00 E 27.00 31 .Oft 19.2ft N N W 57.0 t o LOT 5 to LOT 7 FOUNDATION 8.1 f t Law — o v o LOT ' 1 0 17 603fsq. G CB ------ FND. k _ CB 100' 28 LOT!6 156.28 ' SB2 56'50 LOT 14 CB FND. ' • � DPr.,um� Sam PR' UPIdXD SUE Pir 24.2'EOW 3 EOW#4 EOWhV5 24.4' LOT 15 EMTMG \ EOW#1 WATER EL 2 67 08 25.2, \ XTTLAND FZAGS BY ENSR CONSMTING" c�- FLOOD ZONE "C" FO UNDA PION CERTIFICA TION RES ZONE.- "RB" TDWN HYANAVS SCALE 1"=30' PLREP 14034—H--2 ELEV.- N/A SETBACKS- 20-10'-10' YANKEE LAND SURVEYORS & CONSULTANTS I CERTIFY THAT THE P.O.,� ��� s �r;_,� �. BOX 265 FOUNDATION IS SHOWN s UNIT 1, 40 INDUSTRY ROAD ON THE PLAN AS IT EXISTS ® . DOY�= MARSTONS MILLS; MA 02648 ON _THE GRO UND �� V^ v TEL 50B-428-0055 FAX 508-420-5553 v` �®Cg4,0 \uy�w�4A JOB DATE.• 05-20-2009 NUMBER 54436 _JF Town of Barnstable Building Department - 200 Main Street * MMST"LE, * Hyannis, MA 02601 y MASS 9$A 1639. . (508) 862-4038 Certificate of Occupancy Application 'Number: 200805378- CO Number: 20100030 Parcel ID: 291164 CO Issue Date: 03122110 -Location: 69 COUNTY SEAT STREET Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: CLANCY, GREGORY J Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLEdintMETa big Application Ref: 200805378 • • Permit BARNSTASLE, Issue Date: 11/24/08 y MASS �A i639• �� rEo MAC s Applicant: CLANCY GREGORY 7 Permit Number: B 20082617 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/24/09 Location 69 COUNTY SEAT STREET Zoning District RB Permit Type: NEW SINGLE FAMILY HOME Map Parcel 291164 Permit Fee$ 663.00 Contractor CLANCY,GREGORY J Village HYANNIS App Fee$ 100.00 License Num 85247 Est Construction Cost$ 130,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 1296 SQUARE FEET,3 BEDROOM,2 BATH HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ANDERSON,NORMA M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 2 BOTKA DR INSPECTION HAS BEEN MADE. CHARLESTOWN, RI 02813-3739 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS"NO RIGHT TO OCCUPY ANY STREET;:ALLY OR SIDEWALK OYR.ANY PART,THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS'ON,PUBLIC PROPERTY,NOT SPECIFICALLYPERMITTED:UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY-GRADES AS-WEL-L-`AS DEPTH AND:LOCP.TION OF PUBLIC SEWERS MAYBE OBTAINED FROM`.THE DEPARTMENT OF PUBLIC WORKS F-, THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLEfSUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5..INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). 'Ml ME BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 5 P L� 6(C 2-f, " 2 �j(L /?,�/ �. o c_ 3 1 1 Heating Inspection Approvals Engineering Dept -7-off q r� qro , I-�At•t��r�5 d3�:�--�.��o Fire Dept Q! 6 L� 2�k �',,Y,�.L �,q CJ �.�,a Q< _ Board of Health WL� , oc1 °,3�- I�t- t oIA ti. " ro THE COMMONWEALTH OF MASSACHUSETTS E BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at CO J N T�/ S"T Si,-Pe ,` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoZQvF,-3j_?_ dated Installer ~3~e FF -77s' b d Aj f -T / Designer S l/r U C e7 � #bedrooms '3 Approved desi flow �3 30 gpd The issuance of this pe it hall not be construed as a guarantee that the system wil func o designe Date Inspector r �oF1ME Tp Town of Barnstable , BARNSTABLE. ' Regulatory Services 9 MASS. 1639. a Building Division ArFD MA'S 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location �o / C u rl�` y S��Ts permit Number Owner Builder Cr- , �-�' C One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1-015.5 6ccrc nz3 Please call: 08-862-4038 for re-inspection. Inspected by Date / `d �Pq COUWC�Z7"_( �. ATVC Cuirre to Wood Constrciction in High Wind Areas: 110 snph Wind Zone Massachusetts Chedd st for Compl>Lan.ce (7soCMR-301.2.1.1) Q Check 1.1 SCOPE Compliance Wind Speed (3-sec. gust) .... ............................................................. ...................................................110 mph ✓ Wind Exposure Category...............7.......... g 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories RoofPitch ..........................................................................(Fig 2) ............................................ <_ 12:12 ✓ MeanRoof Height ........................................................... ..(Fig 2)................................................. ft <33' �. BuildingWidth,W. .............................................................(Fig 3)................................................ ft 5 80' BuildingLength, L ........... .... .. .. . . . .............................I...(Fig 3)..........:......................................A4ft 5 80' -�- Building Aspect Ratio(L/W) ...............................................(Fig 4).........................................:....... 5 3:1 ✓ Nominal Height of Tallest Openingz ......................I............(Fig 4).................................................42�16L.5 6.8,. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............:................................:................................................................................ Concrete Masonry .............................: 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ...............................:. ........(Table 4).......:....................................... '59 in. Bolt Spacing from end/joint of plate ............................(Fig 5)................ ....:_......:........ (?i in. 5 6"-12" T/ Bolt Embedment-concrete..:......................:.......:......(Fig 5)..................................................I in. z 7" � Bolt Embedment-masonry.........................................(Fig 5)..........:................................. -RIP-in:z 15" PlateWasher...............................................................(Fig 5)...............:.............................:.>_3"x 3"x%" 3.1 FLOORS Floor framing member spans checked ...................:...........(per 780 CMR Chapter 55).................................... ✓ Maximum Floor Opening Dimension...................................(Fig 6)..........................:.:.....................-I-ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...............................I....... V Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................!11.0.........—ft <_d . Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearviall................(Fig 8)......................................1-(.1 ......._ft <_d FloorBracing at Endwalls.............................................:.....(Fig 9)..............................:.....................I.............. . Floor Sheathing Type ....................................... . .....................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ................ ....................(per 780 CMR Chapter 55).......................1/4 in. Floor Sheathing Fastening...............:..................................(Table 2)... F3 d nails at (o in edge/LZin field 4.1 WALLS Wall Height Loadbearing walls..........................................................(Fig 10 and Table 5)........................... 8 ft 5 10' Non-Loadbearing walls...................:............................(Fig 10 and Table 5)....::..................... ft s 20' Wall Stud Spacing e....................... ..............................(Fig 10 and Table 5)................... NO in. s 24"o.c. Wall Story Offsets ......................:.................................(Figs 7&8)................................ � ..._ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5)..............................2x_�L- 8 ft 0 in. ✓ Non-Loadbearing walls.......:........................................(Table 5)..............................2x-A- -_L(o ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................:................................................. WSP Attic Floor Length ...............................................(Fig 11)............. ............................... ft 20/3 Gypsum Ceiling Length (if WSP not used) ..................(Fig 11)............................................_ft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 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 nails) .............(Table 6).............................. . q. rr AWC Guide to Wood Coiistrarction in H h Win iAreas: 110 irrph Wind Zone Massachusetts Checklist for Compliance (780 CMR i301:2.1.l)' Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)...................................................... 2 Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)........................................................ 7i ✓ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) / Header Spans ............. :...... ... .... . .......:..............................(Table 9).................................. ft�in. <_ 11' Sill Plate Spans .............. J Full Height Studs (no. of studs)......... ...........'•""........(Table 9). ............................... ft in. s 11' ....:.........(Table 9)........................................................ V/ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) / HeaderSpans.............................................................(Table 9)................................... (0 ft Q in. 5 12' SillPlate Spans....................................:......................(Table 9)......................... ft_in. s 122" Full Height Studs (no. of studs)....................................(Table 9)........................................................T —� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Openingz ..............................................................................la-9<_68" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10) ..:............................................... .. Percent Full-Height Sheathing.......................(Table 10)........................:..........:.......:......... /a 5%Additional Sheathing for Wall with Opening>68" (Design Concepts)...................N/� Maximum Building Dimension, L / Nominal Height of Tallest Opening2...........................................................................0:5 6'8" SheathingType.............................................(note 4)...................................................... WA719 Edge Nail Spacing....................................... (Table 11 or note 4 if less) __??:'Field Nail �L Shea Connecting(no.of 16d........................(Table 11)................................................. �in. common nails)(Table 11)..................................................... Percent Full-Height Sheathing.......................(Table 11).....................................................ii A. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ — 5.1 ROOFS Roof framing member spans checked?......:................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(figure 19).............Z ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U=3-03plf -- Lateral.............................................(Table 12)..................................I......`....L= plf. Shear..............................................(Table 12).................................. S= n Plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............I`+j ...:.:.T= plf Gable Rake Outlooker.........................................(Figure 20).......N�.�r ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U=40lb. Lateral (no. of 16d common nails)...(Table.14)......................... .............L Roof Sheathing Thickness....................... """""'.(per 780 CMR Chapters 58 and 59) ... .. (P P Roof Sheathing Type e..........................................:........ .............................................��in. z 7/7/16"WSP RoofSheathing Fastening...........................................(Table 2)..........................................................� Notes: t 6_0-:5,P;?A,%P TO-,T 1't-`J V FO—JE•GT 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. . Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be.permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. — CI ATVC Giiiiie to TVood Coiisti-action ii1.Hi,h Wind Areas: .1.10 iiiph TViiid Zone Massachusetts Checklist for Compliance (780 CM 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On 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. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE REM ON f�tAMING[ME8d NAU AT 6�o,c. �� ..�...f--___T____ II II 11 11 11 1 - 11 rl II -t Y 41 11 11 II t 11 11 II 11 11 1 11 I.1 11 t M ` 11 II I 1 11 I l - III rl. 1 II F II rl a - It of Il ,1 If 1 Q II 17 11 it � 11 II ❑ Ir I 1 N 11 � 1 UJz . 1 11 1 ve d i� ii (gq� I If VI Ir UI 1 a IJ Lr � 11 Q I I' 11 1 1/ .1t W 11 V II 11 ~ 1 - ' - li 1 • t � II II JI 1 rl L1 11 - -_-A MAILSPACING _•• l i v See Detail on Next Page Vertical and Horizontal Nailing for Parcel Attachment AWC Guide to Wood Construction in..High Wind Areas: .110 inph Wind Zone Massachusetts Checklist for Compliance (7so CM aa301.2.1.1)' , a 1 1 I � 6zN 1 / it i11 1 I 1 1 - 2 W 11 11 FAMINGMEMBERS II II 1 EDGE IdT PAAEDIA7£1 , 3M. 1 1 $"MIN.---------- jj IN. I - STAGGERED 3"MIfJ MAIL PATTERN PANEL PO L EDGE DOUBLE NAIL EDGE SPACING DEfAL Detail Vertical and Horizontal Nailing for Panel Attachment i 1 AUG-18-2068 MON 09:17 AM COASTLINE 5087711963 P. 06 N� /4 34 e ' M M H tlpy9,�t' B/GyGle �� /¢5Z { s• Ce O� F 8 Q /dq� -. a ✓o• og4 R.�.�•Q tiAgo ja @�N/Lp�'� a �•'�/NT ss4$so f' ✓COTyER/Oo ao"�'20.00 �g /2. ;f/g'ir A Of �ry B. Z � �I. .b - S@ !/. 00� •..v r lie. �t.�� y i` i e 4 .J d �40 PQ• Q � ee � � 4 J, h 9 g$ !0 $ a; Oa11 2 � o �N e�_$•C,��8"�g. o�� $4`�10R�2�;;n /o. S C°� 7. � " �� /Ov3.Pt�"lo•oo .• i:t`�,c e '"_---! �q / p ///.93=' 049 0 9� h a ! CO J�� v 6. M o g �v V a ' �1'• o ! 41 IV 5' rr N Z I NJ� 6D0 to p Z. /// �m�•i[''.S', •oy9pq .yl� -I���.�3 Kia V rxl' J3 _� '� /� . G � ~ iA 4. a i � G• f6 f3 ' \ 184./a p��" j1U• N g.u• is j wi+ I. FOOD h ry �•, /40!!! Wk P"�r i�9lF �Y • GR009 122elE f-r&A ela&/-n Aker To.O.v/MCN AUG-18-2008 MON 09:15 AM COASTLINE 5087711963 P. 03 e. i l ` cornmerclai vehicles (used in connection with their business) in the streets or roads which appear on the aforesaid plan, or in any driveway of,parking area which they may construct In connection with their use of the lot herein conveyed or In the driveway or parking area of any owner or occuF ant of any land shown on said plan, it being the intent and purpose of this restriction to prohibit the parking of trucks and commercial vehicles of any ture over- night. The foregoing six restrictions small remain in force and applic le UntiI March 20, 1989, but no longer. The granted premises are conveyed subject also to the fOII0WIrQ restriction 1. No building shall be erected, placed-or rnsintainsdon the greLfted premises until the plans for saldbuilding have been approvedby the grant r. The Grantor shall not unieasorably withhold such approval. In the a ent the Grantor fails to approve oidisapproveths building plans stAb nitt to the Grantor in accordance with the terms of this restriction within fit oen (I5) days from the date of such submission, it-shal I be deemed thed h plans have been approved and a certificate to this effect placed on recc rd in the Beanstable land Registration Office shall be sufficient evidence f compli- ance with this restriction. The granted premises are hbreby conveyed subject to the lcmlrig, building and subdivision control statutes,laws, ordinances, rules and r%W16t1l ns af;the Commonwealth, County and Town insofar as they are now in force arVI applicable; subject to any Public Easements of Town Ways noted on Grantor's 043AMICIStO of% N Title No. 17926 insofar our they are sppl icable• find s vb-r et td a n ease- ^444 e-4 retard (v,te{�r a.5 tks) 4W 1%040 {M gorre •ri �U.sb1d. Fror Grantor's title, reference is made to Certificate of rive . 170W filed with the Lend Registration Office at Barnstable in lend Registration Book 132, Pays 26. W I T NE S S'my hand and sepi this day of March 1976, Ruth H. Schl rrm SUFF AAe IM"I .. MONt1lEALTH OF 1AASiACM IETIf µ M NAft AITOPNTT9 lT LAWIli WA.%STf((T .a w. m � s LLIItJt Town of Barnstable Regulatory.Services �. anEuvsTnsie, t v MASS. g Thomas F. Geller,Director TF1639. Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ina.us Office: 508-862-403 8 Fax: 508-790-6230 October 24, 2008 Joseph M. Clancy 457 Currier Road E. Falmouth, MA 02536 Re: 69 County Seat Street, Hyannis MA After reviewing application number 20805378, I find the lot suitable to build for zoning purposes. Sincerely, Thorna erry Building Commissione Roof Beam[2000 International Building Code(97 NDS)]Ver:6.00.5 By: , on:09-24-2008:07:11:49 AM Project:69 COUNTY SEAT-Location:LIVING CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (4) 1.75 IN x 11.875 IN x 15.0 FT /Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By:48.4% Controlling Factor:Section Modulus/Depth Required 10.11 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.33 IN Live Load: LLD= 0.29 IN=U630 Total Load: TLD= 0.62 IN=U292 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 4268 LB Total Load: TL-Rxn= 7943 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.26 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 : 12 Live Load Deflect.Criteria: L/ 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 14.0 FT Roof Live Load-Side Two: LL2= 0.0 PSF Roof Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 300 PLF Beam Self Weight: BSW= 26 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 569 PLF Total Uniform Load: wT= 1059 PLF Properties For:Versa-Lam 2800 Fb DF-Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb'(Tension): Fb'= 3224 PSI Adjustment Factors:Cd=1.15 Cf=1.00, Fv': Fv'= 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 29187 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 6990 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 110.88 IN3 S= 164.52 IN3 Area(Shear): Areq= 31.99 IN2 A= 83.13 IN2 Moment of Inertia(Deflection): Ireq= 603.09 IN4 1= 976.83 IN4 Uniformly Loaded Floor Beam(2000 International Building Code(97 NDS)]Ver:6.00.5 By: , on:09-20-2008: 11:48:03 AM Project:69 COUNTY SEAT-Location: LIVINING/DINING CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2) 1.75 IN x 9.5 IN x 11.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By:66.9% Controlling Factor.Moment of Inertia/Depth Required 8.01 In *Section may not be readily available. "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.18 IN=U716 Total Load: TLD= 0.33 IN=U401 Reactions(Each End): Live Load: L4-Rxn= 1540 LB Dead Load: DL-Rxn= 1212 LB Total Load: TL-Rxn= 2752 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.93 IN Beam Data: Span: L= 11.0 _ FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 8.0 FT Floor Live Load-Side Two: LL2= 20.0 PSF III Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL-- 0 PLF Beam Loading: Beam Total Live Load: wL= 280 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 220 PLF Total Maximum Load: wT= 500 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc.perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3182 PSI Adjustment Factors:Cd=1.00 Cf=1.03 Fv': Fv'= 290 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 7568 FT-LB 5.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2367 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 28.55 IN3 S= .52.65 IN3 Area(Shear): Areq= 12.24 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 149.83 IN4 1= 2.50.07 IN4 r A Roof Beam[AISC 9th Ed ASD I Ver:6.00.5 By: , on:09-20-2008: 11:49:17 AM q Project:69 COUNTY SEAT-Location:LIVING CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W8x35 x 15.0 FT Section Adequate By: 105.6% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.18 IN Live Load: LLD= 0.15 IN=U1188 Total Load: TLD= 0.33 _ IN=U545 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 4336 LB Total Load: TL-Rxn= 8011 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.89 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 14.0 FT Roof Live Load-Side Two: LL2= 0.0 PSF Roof Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Wall Load: WALL= 300 PLF Beam Self Weight: BSW= 35 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 578 PLF Total Uniform Load: wT= 1068 PLF Properties for:W8x35/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.12 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 8.02 IN Flange Thickness: tf= 0.50 IN Distance to Web Toe of Fillet: k= 0.89 IN Moment of Inertia About X-X Axis: Ix= 127.00 IN4 Section Modulus About X-X Axis: Sx= 31.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.20 IN Design Properties per AISC Steel Construction Manual` Flange Buckling Ratio: FBR= 8.10 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 26.19 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.47 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 23.0 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 30041 FT-LB Nominal Moment Strength: Mr- 61776 FT-LB Controlling Shear: V= 8011 LB Nominal Shear Strength: Vr 36248 LB Moment of Inertia(Deflection): Ireq= 41.95 IN4 1= 127.00 IN4 0 1 , 253 .20+ 1 ) 404 . 39+ 634. 59+ 003 I 3 / 8LE 2 �OCT 30 PH 0 r_ _�r_G.a JJM „y Q Bill Inquiry-MUNIS[TOWN OF BARNSTABLE] Qnj J. My File Edit Tools Help v T- Year/Type/Bill No. -Customer account information - ' � i History 2007 RE R 478 265307 Efl 'E I ANDERSON,NORMA M Detail Property information 2 BOTKA DR { Orig Bdl Parcel ID Z91.164 CHARLESTOWN,RI 02813-3739 f E Effective Date Alt Parc Prop Loc 69 COUNTY SEAT STREET Lien/Sale 4 4DD 1 Special ConditionslNotes Utility Acct s ' F Customer Int Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bat 248.36 OOir—49.31� 25.58� 224.63 3 ; Name 11/02/06 24B15j5 L 00 1r 46.84L .90 227.41 Parcel 02/27/D7 248.36 00 00� 31.92 280:28 05/15/O7 461.57 OOj 00 _ 520.88 + Prop Code — r 9:• i Fees/Pen 00! 5.00 5.00 � 00 .00i Billion Oates ; Totals 1,206.64 .001 101,1 142;71. 20� t Bill Audit � Notes/Alerts Due 1146/2008 1,253.20 Reprint JAN 1 Owner: ANDS r N,NO A�1 30 200 Per Diem �� .42� I Preferences /t p j1 11-� Int Paid 148.8 OF BA NS BLE k'reva pricy Unp 0066SCITOR 9 Maintain the effective date. . Start ( 6 Inbox-Microsoft... main System Men... Bill Inquiry MUNI f 2005-Messa RE:f 2005-Mes Bill Inquiry MUNI . r - 2:03 PM J ��14tr _� 4 y . 9 9 — TAX COLLECTOR'S OFFICE TOWN OF BARNSTABLE RO, BOX 40 HYANNIS, MA 02601 �X58- Spa- 4654 Qn MR MIF (i Bill Inqui istoryry-MUNIS[TOWN OF BARNSTABLE] �ZX My File Edit Tools Help Year/Type/Bill No. - Customer account information I I � 2008 RE-R 1 487 265307 ..... Detail ANDERSON,NORMA M Property information 2 BOTKA DR OngBdl Parcel ID 291.164 CHARLESTOWN,RI02813.3739 E. Effec4Ve Date ! Alt Parc Prop Loc 69 COUNTY SEAT STREET Lien/Sale � 3 Special Conditions/Notes ..J 400 P Utility Acct Customer Ink Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bal ' 08/02/07 301.68 00 =_A0j 53.57� 35125j x : Name 11/02/07 a 301.65 00 00� 42.92 344.57 w•: Parcel I 02/02/08 320.98 00 .00 34.35 L 355.33 05J02/08 320.97 .00 .00 23.27 344.24 :• Prop Code IE3:• Fees/Pen 00 5.00 .00 ADO 500) BlingDates j Totals - 1,245.28� (�— .00 154.11 1,404.39� Bill Audit Notes/Alerts Goal. K Due 11/06/200877 N. Reprint z j _) Per Diem 48� JAN 1 Owner: ANDERS ORMArbh ( 3 0 20 8 Preferences (f Ink Paid 00 j 23View prior unpaid bilisTOVYN OF ARN - TABLE J 00 LECTOR 0 E _ i IA l i Maintain the effective date. [tl OV�J Start Inbox-Microsoft... Q Main System Men... { Bill Inquiry-MUNI... fy 2005-Messag.J ®RE:fy 2005-Mes... Bill Inquiry-MUNI . )r4 ® V 2.04 PM -- ........ _l TAX COLLECTOR'S OFFICE TOWN OF BARNSTABLE P.O. BOX 40 `HYANNIS, MA 02601 t 5cg-�a 40,5 LA tj Bill Inquiry-MUNIS[TOWN OF BARNSTABLE] My Computer MUR My File Edit Tools Help A. Year/Type/Bill No. Customer account information History 2009 RE•R fJ 501� 265307 u Er My Network P Places Lo, ANDERSON,NORMA M Delail Property information 2 BOTKA DR M 4 Ong Bill Parcel ID 291.164 CHARLESTOWN,RI 0281 3-37 3 9 fij Recycle Bin TAX! I Alt Parc Effective Date ( Prop Loc 69 COUNTY SEAT STREET _ fLien/Sale i 400 10SpConditionslNotes� yLL L+i Scan Bill Internet CA Explorer quick Entry Int Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bal 08/02/08 311.33��� .00 �— 00� 11.58j 322.91� . r' UtilityAcct 11/04/08 311.32 DO D0 36 311.68 Microsoft Cori Customer 01/31/09 .DO� 00 �— 00 00� .00 Outlook Pr° Name ( Fees/Pen AO .00 ram , Parcel — Totals 622.65 .00 .00 11.94 634.59 Adobe Mir. Reader 7-0 Ace[] Prop Code )MNI\ I Due 11/06/2008 634.59 i Notes/ BCASH CHECK L...._ Billing Dates Per Diem 24 r iy JAN 1 e, ANON,NO M�k1oQ Barnstable Mic# 8,11AudIt OCT4tlr 6 I,JJ vv Int Paid OOj County.-- El Reprint �:.•4-j 11 i� B RN 'STABLE i ( Preferences I PER Lock Box Mi( co OF TAXES Transfer V ]/ l� 1 of 15 MUNIS Live "t isplay transaction history for the current bill. Start 1 I-M Inbox-Microsoft Outlook I Main System Menu-T... Bill Inquiry-MUNIS jTO...IlEa fy 2005•Message(HT... I RE:fy 2005-Message ., )�14 E)0 TAX COLLECTOR'S OFFICE . TOWN OF BARNSTABLE P.O. BOX 40 HYANNIS, MA 02601 - a-405 AUG-18-2008 MON 09:15 AM COASTLINE 5087711963 P. 02 1 .. The Grantor hereby excepts"bind reserves to herself and her heirs tie right to use In common with the Grantee and others who are now or may hereafter be entitled thereto, for ingress and egress from the pubiic roads shown an the aforesaid road lay-out plans and for al I other purposes for which public roads are used in the Town of Bamstable, so much of the herein granted p4mises as Iles within the sidelines of Countyseat St., the said right being intewledl for the benefit of all the land which now remains registered to the Grantor under-- Certificate of Title No. 17926. The granted premises are conveyed subject to restrictions contained in two deeds given to George J. Schuman et ux, one by Robert Lauer Schur , also known as Robert L. Schuman, dated April 2, 1954, duly recorded in 3ook 50, Page 492, and the other by Howard N. Paine, dated May 26, 1954, ly recorded in Book 887, Page 342, said restrictions being as follows: 1. If the granted premises are subdivided into lots, no lot shall hav P more than one dwelling house and a suitable garage thereon and no dwellinG house shell be erected, placed or maintained thereon other than a single faro ly dwelling house which shall cost not less than$11,000 except that if a dwe ling house and a garage are erected, placed or maintained thereon, such buildings shall cost not less than$12,000.00. 2. If",granted premises are subdivided into lots, any buildings placed on a lot OMPts ohali be set back at least twenty feet from the front or street lire of any presently existing or future street or way adjacent to or over the granted premises and such buildings shall not be erected, placed or maintains- within ten feet of.any sideline of any lot. 3. No btrlldirlg erected,-plaoed or maintained on the granted promises shall be used4or�any purpose other than that of a private residence and in no event as a hotel, motel or boarding house. 4. No business, trade or calling shall be conducted on the-prented premises for Profit other than the practice of a profession. 5. No part of the granted premises shell be used for any mechanical, msr►ufac- turing or mercantile purposes or for any other purpose which mi t be or become offensive to the nalghborhood as a residential district. The granted premises are Conveyed subject also to the following restriction: STAFF Leo fIAMCNI tf: The Grantee and his successore end"aligns in title wiI I notl** cause to •rtmlMcn.T LAW be Parked exept to make del Iverles ran0 other necessary use, trucks or III "In UNITY AVAR"13.VAN Mil ��- AUG-18-2008 MON 09:15 AM COASTLINE 5087711963 P. 01 3475 A QUITCLAIM DEED 1 , R U T H H. S C H U M A N, in the Town and County of Barnstable, Massachusetts, a widow, in consideration of Twelve Thousand Dollars ($12,000) paid, grant to NORMA M . AND ERSON of Hill Farm Road, Coventry, R Rhode Island, 02816, with Q U i T C L Aa M COVENANTS the land situated in Barnstable (Hyannis), Barnstable County, Commonwealth of achuset% bounded and described as follows: NORTHERLY by Countyseat St., by two courses, 111.50 feet and 109.52 feet, respectively, a total distance of 221.32 feet; NORTHEASTERLY by Lot 5, 138.01 feet; SOUTHERLY by Lot 15, 156.26 feet; WESihRLY by a portion of Lot 16; SOUTHERLY by said Lot 16, 107.57 feet; and WESTERLY by Lot 5, 110.00 feet. At I of said boundariec are determined by the Court to be located as shown on Land Court Subdivision Plan 14034-H (Sheet 2), drawn by Whitney 6 Bassett, Engineers, dated June 1953, a copy of which plan is filed with the Land Registra- tion Office at Barnstable, and said land is shown thereon as LOTS 6 and 7 BLACK 7. The grantor specifically conveys herewith the fee to the center of the way shown as Countyseat St. adjacent to said lots. The granted premises are hereby conveyed together with the rlghl to use in common with the Grantor and others who are now or may hereafter be entitled thereto, for ingress and agrees from the publ Ic roads shown on road I y-out Plans filed with Land Court Doownent No.$0,437 and No. 95,465(1 aid docu- ments being noted on Grantor's Certificate of Title No. 17926) and for all other purposes for which public roads are used in the Town of Samatable, he forty- foot private ways shown as Countysest Street and Saint Catherine Ai sinus on Land Court Subdivision Plan 14034-H (Sheets 1 and 2) and so much f the forty- foot private way shown as Skating Rink Road on land Court Subdivis on Plan 14034-H (Sheet 2)as is open. STAFF DIANCIft AMAMI AT LAW MISMM,S rM "61, (-•• - r 7 ,/.CIO a y-/1f �e�.�J a 1•:1 �tJe IS TR°` 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEETINDEX f PVO.0 COVER AND SITE PLAN - PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 7.238kW\8.16kW - ' PV3.0 LINE DIAGRAM 1 PV4.0 LABELS EQUIPMENT: A PV5.0 DIRECTORY PV MODULES: (32)Trina Solar TSM-255 PD05.05 A COUNTY SEAT STREET INVERTER(S): (1)SolarEdgeSE7600A-US DRIVEWAY. ---- PROPERTY LINEKEY: --- CONDUIT RUN O INVERTER ---- DRIVEWAY Q.SUBPANEL SCOPE OF WORK: ---- FENCE O OC DISCONNECT FIRE CLEARANCE 0 AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING (N)FUSIBLE AC - UPGRADES BSJUNCTION BOX RESIDENTIAL ROOF TOP. DISCONNECT NEXT TO MSP SOLAR MODULE ❑O MONITORING UNIT Q MAIN SERVICE PANEL 0 COMBINER BOX Q UTILITY METER ❑ ROOF Q PV METER OBSTRUCTION (E)MSP INSIDE BASEMENT NO MODULE APPLICABLE CODES:' 2014 NEC ' 2009 INTERNATIONAL CODES WITH MA AMENDMENTS � D Z B �J r. n CONTRACTOR INFORMATION: B _ I SKYLINE SOLAR WEST BRIDGEWATER .I 124 TURNPIKE ST. WEST BRIDGEWATER,MA 02379 V_ i i JURISDICTIONAL INFORMATION: �►/�\�/� i BARNSTABLE,TOWN OF 200 MAIN STREET. HYANNIS,,MA.02601 i i ❑ NOTES TO INSTALLER: 1 RUN CAT 5/6 CABLE FROM LOCUS METER TO ROUTER. L ' Z C • FOR INSTALLER USE ONLY ' POST INSTALL SUNEYES REQUIRED? YES I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CONDUIT RUN ON ROOF CUSTOMER INFORMATION: CAROL MITA KY S 69 COUNTY SEAT STREET HYANNIS,MA 02601 SITE PLAN N (508)-815-7764/#2139757 SCALE: N.T.S. - DESIGNED BY: REV#: DATE: MS 0 11/6/15 PV-0'0 SUNOEYDY WC.66 FRANKLIN ST SUITE 31D-D•CA WNDT By TUSNAR6WANI Onto LamUN,:MLmky.]IS61STSVISMaISIm:11.11 THESE DRANINGS.SPECIFICATIONS.AND DESIGNS ME THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE CONED OR USED FOR OR WITH Au1'OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 GENERAL NOTES: ELECTRICAL NOTES: GENERAL NOTES: - El.ALL EQUIPMENT IS LISTED FOR USE. N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. - - RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE. E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. 'N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3.'IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT - DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND - - A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON.LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN _EQUIPMENT AND MATERIALS).THE CONTRACTOR SHALL BE RESPONSIBLE FOR. IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK. - - PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE. VOLTAGE HAS BEEN RESTORED. - STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. - ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E6.,ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT' , CALCULATED AT THAT COMPONENT. w - N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. ET ALL ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED: OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. - E8.DC EQUIPMENT SHALL BE 60OVDC-RATED MINIMUM. . . N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST - 6"ABOVE FLUSH VENTS. E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE - DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL - - - REQUIREMENTS GIVEN BYUTILITY COMPANIES. E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF.PULL BOXES - OR JUNCTION BOXES/COMBINER-BOXES PER APPROPRIATE JURISDICTIONAL: - - N8.FOR 6DITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. - N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: - B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL - REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC - B LANGUAGE INCLUDING,BUT NOT.LIMITED TO;THAT FOUND IN NEC ARTICLES - SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECTAND DEVICE - 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL MEIALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. ElS.BACKFED SOLAR BREAKER(5)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION.- - - - Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE - - SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED - C LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN CAROL MITASKY LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING 69 COUNTY SEAT STREET BOLTS. HYANNIS,MA 02601 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (508)-815-7764/#2139757 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. ' DESIGNED BY: REV#: DATE: MS 0 11 ,7 PV-1.0 sUNGEVDY INC.66 FR•WKLIN ST SUITE S160AKV.ND.CA el66] By.NSHgR.MAIANI Dem:--Lomtlw:MXaay-Yt39]s]SVt SMel Size:ttxt] THESE DRAWINGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OFSVNGEVITY INC.NO PARTSHALL BE COPIED OR USED FOR OR WIiiI ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT I 1 2 3 4 5 : MODULE SPECIFICATIONS .... ... .. ... (32)Trina Solar TSM-255 PDO5.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 I i I I MODULE WIDTH: 39.05 I'.. I .. I - 1- --... 1 (- i-- I I _I..:. -_ -' .. ROOF 7 SPECS ..... ... RAFTER SIZE:. .2X70 NOMINAL . ... ...- ..... . RAFTER SPAN: - 12'-8" 1i ..t -. I I I I....:.I I......I... I � ....I. T.. I �.....r.. ,I RAFTER SPACING:1 16" _4 - _ ROOF MATERIAL: I COMPOSITE SHINGLE ARRAY 1 SPECS .'NUMBER OF MODULES: 32 A TOTAL MOD.WEIGHT(lbs): 1312 A . . 1 ® i r 0 I I E ® I i i ^� RACKING WEIGHT(Ibs): 167.8 4171 ARRAY WEIGHT(Ibs): 1479.8 ARRAY AREA(sgft): 563.6 - -_ ARRAY DEAD LOAD(lbs/sgft): : 2.6 iIII - ( NUMBER OF MOUNTS: 72 I I i I I I I .:) LOAD PER MOUNT(Ibs): 20.8 ARRAY AZIMUTH(') 74 - I I ARRAYTILT(") ..... . .). .. + �J - .� 8 . � T. - NUMBER OF FLOORS 1... 43:-5".- 6" 1 RRAY LAYOUT 3/16"=1'-0" - - - SYMBOL KEY: RAIL . ,.. .. � ..•. SOLAR�MODULE- ROOF _ e .. ..:. .. FIRE CLEARANCE IRONRIDGE XR10 r" '(H OFAg4�. - O ® STRING CONFIG. L-FOOT tf �.. ®9 UPGRADES AL �.. PAUL K. H .. .. .. .. .... ..... .. ZACHER.,.: .... .OMSE-LAG SHINGLE _..r y -Q SOLAR MODULE . _ .. .. TRUCTURAL ur : COMPOSITE SHINGLE - - 50100 ® MOUNT 5" X 5/16"-LAG � )Sr'� ® SKYLIGHT 2.5"MIN.EMBEDMENT PER----- _ SS/ONAL ® CHIMNEY SCREW .. .. NOTE: -'.. - - PLUMBINGOR 2X10 NOMINAL,16 O.C. - - - ATTIC VENT MODULES SHALL NOT BE GREATER THAN 8 C C INCHES ABOVE ROOF COVERING O ATTIC VENT .. MOUNTING DETAIL _ _ - CUSTOMER INFORMATION: -�SCALE: NTS - CAROL MITASKY .. .. 69 COUNTY SEAT STREET HYANNIS,MA 02601 (508)-815-7764 1#2139757 DESIGNED BY: REV#: DATE: • PV-2.0 .. ... MS 0 1 1116/15. SUNGEVRY INC.66 FRAN-14 ST SUITE 310 O—D,CA.607 Or TUSH UR NI D" —Lxntbn:MLnky-313UP 6V1 SNNI III.t 1.17 THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS METRE PROPERTY OF SUNOEAW INC.NO PART SIP BE CORED OR USED FOR OR WITH Nry OTHER WORK OTHER MAN THE SPECIFIC PROJECT FOR-UM THEY WIVE BEEN DEVELOPED MMOUT OURWRITTEN CONSENT 1j 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS - INVERTER 1 SPECIFICATIONS 1L BREAKER (32)TNna Solar TSM-255 PDO5.05 - SOLAREDGE SE760OA-US SHORT CIRCUIT CURRENT(ISC): 8.88 RATED WATTS(EACH): 7600 SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240 SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): 32 m FUSE OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS 0 • SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.975 EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT /77 CHASSIS GROUND PTC RATING: 232 INVERTER I INPUT SPECIFICATIONS GEC DESIGN CONDITIONS - - NOMINAL CURRENT PER STRING(Inom): 11.7.11.7 EGC HIGHEST 2%DB DESIGN TEMP(°C): 28 NOMINAL VOLTAGE(Vnom): 350 MIN.MEAN EXTREME ANNUAL DB(°C): -16 _ MAX SYSTEM VOLTAGE(Vmax): SOD A MAX CURRENT PER STRING(Imax): 1 15 A MAX INPUT CIRCUIT CURRENT(Imax): 30 (3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (3)#6 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC - (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT ' 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER AC DISCONNECT, AC DISCONNECT, SUPPLY SIDE CONNECTION WITH (N)SE7600A-US - POLARIS BLOCK OR SIMILAR INVERTER W/INTEGRATED 60AMP, 60AMP, 250VAC RATED O LISTED AND DC DISCONNECTS NON-FUSIBLE,C-H FUSIBLE,C-H APPROVED CONNECTOR DG222URB DG222NR6 + 100A MAIN BREAKER 1 STRING OF LOCUS 40A FUSE pV 16 MODULES ` -AC METER OPT.CURRENT=11.66A. DC OUTPUT LOAD LINE LOAD LINE ———————— - GEC___ _T_ 1 STRING OF + 16 MODULES \ INVERTER - i(E)LOADS OPT.CURRENT=11.66A (E)125A Cutler Hammer MSP ________ I(E)LOADS 240V 2P 3-W 1� I UI AL (IF APPLICABLE) - MIN.NEMA3R ILL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS GEC IRREVERSIBLY SPLICED TO LOCATED ON ROOF - - - - - - - - -- EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22`C 32 MODULES TOTAL OPERATING VOLTAGE=35OVDC(REGULATED) HIGH AMBIENT TEMPERATURE:28°C 32 x 232(PTC WATTS)x 0.975=7238 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-16°C ROOFTOP AMBIENT TEMP(Toorr):50"C=0.82 SE760OA-US MAX OUTPUT CURRENT=32A CAROL MITASKY CONDUIT FILL(Cfill):.0.8 BREAKER SIZE=32A x 1.25=40A=>40A 69 COUNTY SEAT STREET HYANNIS,MA 02601 CONTINUOUS USE=Imax'1.25=15A (508)-815-7764/#2139757 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.82/0.8=22.87A CONDUCTOR SIZE FOR 22.87A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3A TM 0 11/6/15 SUNGEVIIV INC.66 FRPNRLIN ST SUITE 310 O—D,CA NE07 BY.TIISNM.MMANI THESE DRMMNGS,SPECIFICATIONS.AND DESIGNS ME THE PROPERTY OF SUNGEMTY INC.NO PART SI—L BE CORED OR USED FOR OR WITH MY OTHER MW OTHER THM THE SPECIFIC PROJECT FOR—CH THEY HAVE BEEN DEVELOPED WITHOUT OUR VVRITTEN CONSENT 1 2 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 32 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING WARNING R INVERTER 1 DC DISCONNECT WA� \N I N G PHOTOVOLTAIC SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp):. 23.3 A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 A NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11.1 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: WARN'I N G WARNING ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND SUBPANEL IF APPLICABLE)) NEC 690.56(c) WARA'I A 1^ PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT 'V 'V V DOWN IS INSTALLED INVERTER OUTPUT CONNECTION I - DO NOT RELOCATE THIS PHOTOVOLTAIC SYSTEM EQUIPPED OVERCURRENT DEVICE WITH RAPID SHUTDOWN NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION C CONTAINS MULTIPLE POWER SOURCES CUSTOMER INFORMATION: CAROL MITASKY NOTE: 69 COUNTY SEAT STREET BACKGROUND AND LETTERING COLORS FOR HYANNIS,MA 02601 SIGNAGE/LABELS SHALL COMPLY WITH(IN ORDER OF (508)-815-7764/#2139757 PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: REV#: DATE: INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV-4.0 TM 0 11/6/15 SUNOE—NC.66 FRPNKLIN ST SUITE 31D ON(LMJD.GBa60] BYNSHAR.MAUNID LaretloP:Mlm -213E] SVISIwIS 11.17 TNESEDM NGS,SPECIFIf ONS.RNDDESIOSNETHEPROPERTYOFSUNGENT INC.NO PMT SHPLL BE COPIEDORUSED FOR OR—nN 0—RWORKOTHERT TH S—IFIC—ECTFORWHICH THEY NRVE BEENDEVELOPED—OUTOURWRIT]EN CONSENT r 1 2 3 4 5 A A DIRECTORY LABEL PER NEC 705.10 POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN i DRIVEWAY �I�I/I���VVVIII LOCATION OF MSP INSIDE BASEMENT B _ - B � D - i a LOCATION OF UTILITY METER LOCATION OF 0 0 INVERTER WITH INTEGRATED DC z DISCONNECT < C CUSTOMER INFORMATION: CAROL MITASKY 69 COUNTY SEAT STREET HYANNIS,MA 02601 (508)-815-7764/#2139757 DESIGNED BY:IREV#: DATE: PV-5.0 TM 1 0 11/6115 SUNOEVITY INC.66 FRINKLIN ST SUITE 310 O-N0.CA 90607 By:TUSHARIMIANI B--1--Iky 21397E?SV1 S-El-1i 7 THESE DRAWIND9.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVITV INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANT OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVEIOPED WITHOUT OUR WRITTEN CONSENT Mono Multi Solutions, - .... - THE Universal MODULE b -' "'- - "' ' TSM-PDOSS 250-265W N P ftICAe Wo!n-(STC(w 255 /�� �. P 5 r TN I �I Y■ C��]■� ./■.. :. ■ ■ ■ ■ / � { _ .. TSM PDO508 2 o265W G PLE kP0 tp tTtl P I%1 'ru 0 3 265 Ez C `��/ VP � RANGE �:' ♦ V rsa I 245 250 260 • - - 505 1 I 299 303 305 30 30 DO i 5-260W €' JM Pow.,V R g V 6 B' '• i F4'[ M Po C tl (AI 820 K 82] 837 .. DIME D tE f C v 37B J80 381 3 2 tl ',._ OP, P CI u4C +g IV(AI V) B]5 879 888 .900 980 x ii SO Y ... .,. MODULE ;." 941_ ..,..-... /: .... } ...... •� Yn l"si 150 15 3 156 Y 159162., ITI c.1 on ores% ELECTRICALDATA(NOCT) --"' p M mPow rPew IWPI 182"rn 186 i 190 4193 197' I. . ._ .. :• �— ... .. ... w V It g Vw,w:(VI 27.6:. 280 281 t 283 28:4 - ..._ ., 3,..m w rM�ewxr c 60 CELL 93 ' � �� = - ..- w. PDO5.05� 6 M Po C +1..IAj � 659 � 665 � 6]d '684 6.93 �. a y� a l '3. MULTiCRYSTAtLINE-MODULE TE, OP C uitV If g V (VI 35.1 J52 353 354 M55 Y -. ', _ _ .. ... ,P 5-08. .. ..: .. .. - .. _ �Sh tC I,C tl ( ]07 710 p]1]� 127 L �]35 245-265w T_ 4, 6eaw ara=n Paad m, :. .. .. 5 PDO t MECHANICAL DATA POWER OUTPUT RANGE g A A , ^` Our most versatile.product .- ; :. S II M It Y+II 156 156 (6(6 in M1 1h 1 . - Compatible With all major F605components and system eo n(6 10) �s dCsignS _, ,.,, + ,M dine dime slops ,11650 x 992 t 35 m (6495x39.05.1 37 i chest _ _ [%�J� . 1000V-UL/1000V IEC c4 ified ..... -,...., .. -..' IF t» > ...- .... 6'Y2'/ w n 812 I80. Wegh y�18 6 k91611D1:... .� ..... :. , ♦�C �'+ 432 (013I he lHghT in ARC tCT P tlGl MAXifL�VM kfFl ClEN0Y-: Whl+(PD058PD05081 81 kIPD0505) r _ F Sit A tl dAI AIIoy IPDO51 Black(P005008PD05.051 t""' r One of the industry's'most trusted modules " i a - - - Field Proven performance i f•.P s IP 67rated )glys s,n C Bbles �.t.Ph t I+is lath gy cable 4.0 (0006 1haM1 ) f yyy/A .1 .i' �� 3 C + 1000 1393] h I .. PQSITN°E.POWEit TOLERANCE:' f Mcdc P nor' l Highly reliable due to stringent quality.contiol '• A6"J kOJitS 1u�1;:f0_'}un,r'" i'k 'Over 301n-housct>sIs UV,TC.FIF ond'many more le LVf?VF.S np P.k MODn4E E2fioWl -yl Ur! .r •• : ( `) - }y - TEMPERATURE RATINGS MAXIMUM RAIINos - nex,p6nc[ot an rhytavatla�c - a :. -,In house tes!ing goes well beygnd certificalioli reguirernenls -Y �, WA4at,"t3 1ov'-db,6 ... ` •PID resistant' - f , N t),rating ten r�a+�'� SOP. to IT Nre( 0 85°C C—Perni;6ar,w3h/Our po[in@t5 ... , .. .:.,: ..:. ... .:�" ° ..... �•-� ..:.:�' .:__ - P I e(NOCTIc+dd (t { c ) ISCIf Gel tOSJfC@5 With iQCCt - f - '. —� ty �Temporal—C �tfil tt otVa. 032%/C: tse' 31000V Da 10tl re en e p nd the c1eG nm 5 - - —. -- — krL � � e F R 1 9 15A�wq�T.� Out,19QIO`R] 0/Ct3Gllftrl —.e..-_ Lae ,ppl"Iferott nnhachc,a'e, ���'� conditlonsowithstand.challenging environmental �.. '. and uppierr 1 cur In— reliant. ororJ c,ts «T the b.cKinO •' at Irma o astr ng ..onkaczie '24dO Pa'wind load .. .. - .. .. WARRANTY ... paP r WC-'a commil f.5a00 Pa snow load . fGb.A CIrC,J.Y01pCC.m Ulolly benef Intcolloborahon With f IOII 3 Cifyll lop r S(.b t0. f - jj 1Sy warranh to - a CERTIFICATION mane P w anriny,moric�I�yroi3>rher• LINEARPERFORMANCFWARRANTY ' ,,.® `PACKAGING CON FiGURATION �.� { 10 Year ProductWarranty•25 Year Lineor Powet Worronly : � - M Pro 30 PI Pi L d ,.. Wiretc .k •. M tl l t i 8 Addrylonm vane from v wa A : c ... ar's l7neor son Vinas©lar 1 t cos - f oar E A O nano EF alp:a am:�bloct to cnaa { . Smarr Energy Together ( roar. s u 7a :s 1Finasolar �r{{ 9Y Together i _ .. , ..,. ... a CERTIFICATE Of.:C;OMP;LI-ANCE' ' .:..CERTIFICA.TE- OF .C'OMPL'IANC<E Certificate Number .20140630-E306515. Certificate Number.. :20140630-E306515 Report Reference .E306515,2012121:3 "' Report Reference E306515-20121213 t. ',Issue Date ,i,2014-JUNE-30 '.Issue Date,%:M42JUNE-36.. p ..,'O ed"with,its,type ... a Issued to: TRINA SOLAR LTD _ •; The modules.With the specified construction as below may be,mark for UL listed fire performance-products only as:the-below table: - 2 TIAN:HE RD,ELECTRONICS PARK:NEW DISTRICT,' - CHANGZHOU,JIANGSU 213031 CHINA, k : Module model- Specific construction Marking ,,....; .....4 '. ._ .. T SM-xxxPD05 - ..Superstrate:,f3s 9 36mm thick; Module Fxre.. .. TSM-xxxPD05 08 EVA: 0:25 0.6lmm thick; Perfo_rmancel'' This Isla certify that PHOTOVOLTAIC MODULES AND PANELS WITH substrate: 0.30 mm - 0.64 mm : Type 1 representative samples of ,.SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; -a Refer to addendum page for Model's Fr ame Gross sectional dimension: 35 x 35mm,: s :. Height. 35mm,.,.. Have been investigated by UL in accordance with,the' Thickness: 1:'5 nm' F r'' Standard(s)indicated on this Certificate. " :. Supers.trate:-1.':2-4.36mm thick;.. Module Fire ' '. " • :, - - '' - - 'TSM-xxxPDO'5r05, EVA0.25 0 61mmthick; Performance: TSM-xxxPOO5.,08 Substrate, 0.284mm - 0.30amm, T e 2 T r' Standards)for safety: UL 1703=Standard for Safety for Flat-Plate'Photovoltaic w i - thick Modules and,Panels and ULC ORD/C1703 01:-Flat-Plate. 'Frame:'..7.." 4 ` Photovoltaic Modules and Panels., - - Cross sectional dimension: 35 , Additional Information: '.,;See the UL,Online Certifications Directory at • Hes- - x"3gmm, _. ... ht:'35mm, ` �VAM.u1.corn/database for additional information' r' '"'Thickness:,'1..5mm TSM xxkPD14, Superstrate:: 3.2 4.36mm:thick'; Module Fire "= . - ,1,["' "• .. . - ,M-xxx PP1:4;08 EVA:! 0.25-0.65mm thick; - Performance: . Only those pr6ducts bearing,the UL Listing Markr the US and Canada should be considered as Substrate: 0.284 mm -h O.30 fo0 min' Type:8 "being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US: '; tShick;... and Canada.: .. Frame:: tiF - The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" - + :. -. • � � Crosse sectional`-tlimenslnn _ L ..and"US"identifiers:-&th'e word"LISTED';a control number(may be alphanumeric)assigned :- - - .; '.. _ 4:0*35 mm, by .. by UL,and the product category name(product identifier)as indicated in the appropriate UL Height: 4 0mm - , .... Directory. .... .. '..:' .. - ...:.:� .... ,Thickness': 1.5 mm .. .. _ Look for the UL Listing Mark on the product'. - PD05 Supers rate:-•3:2 9::36mm thick;,. Module Fire .TSM XXXPD05 10; TSM-XXX 18'- 'EVA: 0:25-0..65 mm th'ick; Performance':' ';Substrates 0.025 - 0:289 mm Type 5... - .thick; ._ :.. .Frame: ... „ .. ,. • I Cross ,sectio . "" ' ' - ' • nah-dimension 38 mm,. .. :.: Height:-40mm,...: .. .. .. - ..,.. __... -' ..;.. Thickness: 1.8mm...' ' .. YLLLc0.umM cmcmr,xoMPmmlrnn cngtknuan Propmma - . Y _�■ amM,dmctor o, canon Pmpmme f- t L i,. .. Y ubn mmM nP UL NaAeurkva en proNtlm aneMWor Lda WMXZN Ikmiea For uvcuene O• w LLCN I M a .Plaice vaaemm�ronaPw wn mrvcnem PmNPM enuman or uL ucluLlorenrdtmnmeikenaao or uL.Fw uesuonw I. cmmna wcn uL cuemmm 5rrb aaprmewuv ttwwrt con trimmer Samw tau - .. Page I of 4 A Page 3 of 4 sQ,l.a1' 0 0. Single Phase Inverters for North America' solar SE3000A-US/SE3600A,US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SEI140OA-US ., I SE30MA US SE3800A U51 SESOWA US. SE6000A US SE7600A US SE10000A US SE11400A Ua I OUTPUT SolarEdge Single Phase Inverters o N IACP O LP t 3000 3R00 5000 6000 7600 190000 @240V 11400 VA For North America IYYI 5400 @'208V 1080D@20RV " 4'� 1N3'ACP O t1,t 33W 4150 6000 8350 12000 VA ' 4so@zaov •.. o9soaz4ov,• ACOutput V It.g M- N- Maz�' -.✓ J - ..... ...... SE3000A-US/S.E3800A US/:SE5000A US%:SE6000A-US 7 ""'" "I ....- � ACO Ip[V IlageMn.Nom M Z. ✓ ✓ ✓. ✓ .✓ ✓ SE760OA-US/SE1000OA-US/SE1140OA-US zn aao z64va AC Fm4uency Min,.Nom:Ma- S9 3 60 60.5(vv th HI country setting 57 60 60.5) ..",Hz,". 0 Max. 0[Put Cur t 12 5 16 24 @ 208V 25 32 48 @ 20RV 47.5 A __ .... ....... .......I..- .:....�..21 @ 240V I.:..............................I :............... ...:...... :. GFDI Threshold 1 A Utility Merit.ng,Islandin9 P ['cn.n•Cou t Conhgurabi Th holds yes ... yes, _ ... P n� -, ,Max mum OC Power45TC}.- ..4050•, 5300".;, .,., 6750 .",. ".•,,8100 ...10250 ,"13500 15350 W, V. ..._ n a P s d d .. 1Z��1,4�y M 1 V h 00 Vdc j y Wgt•o`•� N DC I p t V It g. - 325 @ 208V/350'@ 240V Vdc Max.Input C t i 9 5 13 .. 5 @ 208V .. 23 33 @ 208V 34 5 Adc .. .......... .... .... ... I 0 5 jN 240V Ma I p[Short Cucut Current ... Atic..• 155@240V -'3 'P tv Protection. y .. .. .. .. . 6 G o d fault isolation D tecti 600ku5e 5 n i[y' Maximum Inverter ElfinencV' •• •• 977 982 983 ""98.3 98 98 . 9. ..." @4 . . ... .. 995 OBVI97@208V • CCC Weighted Effic encY 97.5 98- ,.8, OV: 97 5 9]5 9I S @ 240V NE21 Power C 5 Pbo 75 ...4. ..... w .. - -' ITted COL FEATURES Interfaces R5485 RS232 E[I t Z gB ph 0. S P EA Rep G d D t AN C121 6pt I"l f ... ....... .... a R Vd51 td NEC 201469012' ' F. nonal'ty enabled when SolarEdge pd shutdown kit is insta lied' _� _- € — —_ -- -- _ STANDARD COMPLIANCE ...,.,•• „".: .•. UL3741 ULSG998 UL3998 CSA 22 ,. "" .. G d C ecnon Stan Cdards ICEE7547 � ...... ... .... .................... ... ... ...... .. ..... ons � FCCP t15 I 8� � ' ® 'a= INSTALLATION SPECIFICATIONS "' .ACo-tp tcond t% 'e/AWG a - 3/4 rellineUrn/166 AWG. '3/4 I /83AWG .! - DCI li t d t I-/0.-t-t -g/ 3/4 m /12 [ gs/166 AWG "an 8s/ AWG ang.. ...... ..:... ..... ..""... ....... ......... .. 74fiAWC .. 3 Dimensions with Safety Switch 12.5 x 30,5/ .3..0...5. 12 5 7.2/775 315 184" `' •.,,,,,.,"` I ...._ .. ..ly».w.p)..... ........ ... ... .... ....n5.}�s,,zsp....... .... - 47/zai. .. . +_. ... ..: convection - Cooling - Natural Convection and mtemal Far,(.,a,replaceable) fan(use The best choice for SolarEdge enabled systems Ne..e..........:.. ..... ............. .....................................rerlase?atel , 50 dBA - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance '-• - -'- min.-Ma,.operating iemperaia�e •" "'' ................ ......•.... "Range„_„_,,,,, 13 to+140/25to+60(-90 to+60versonavailablei'i) 'F/'C Superior efficiency(98%) .. ... ...... .............. .................................. ........ P tec[o RaH g NEMA3R' .............. Small,lightweight andeasy to install on provided tiracket - d - s .'ru. - ix<Vx<e:,e iee Built-in module-level monitoring - P°'1t.v a��a�°� iY. ..n�` l 'sww aren<,sersaaaus0.N it I nternet connection thfough Ethernet or Wire less :. _ �vin�se M too W-i m«o�s�umausaaxNnu I. i .. Outdoor and indoor installation Fixed voltage inverter,OC/AC conversion only Pre-assembled Safety Switch for faster installation : - - Optional-revenue grade data,ANSI C12.1 t s�nspec USA-GERMANY-ITALV-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL. WWw.solaredge'.US ; ' AUTHORIZATION TO MARK AUTHORIZATION TO MARK Product: Utility Interactive Inverter This authorizes the application:of the Certification Mark(s)shown below to the models described in the Product(s).' ... Brand Name: SolarEd e _ Covered section_when made,in accordance with the conditions set,forth in the.Certification Agreement and Listing. iii Report. This authorization also:applies to multiple listee model(s).identified on the correlation page'of the Listing - Models: 7 models:SE3000,SE3300,'SE3800,SE5000;SE6000,SE7000;SE7600 - Report. - '.(Option:followed by A to indicateanlerface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To:Apply Mark. Applicant: SolarEdge Technologies Ltd: :Manufacturer:: Jabil Circuit:(GuarIgzhou)LTD - DEV EAST DISTRICT Address: 6.Ha'Harash Street 45240 Address: 128 JUN CHENG RD. ... - - - - - - Hod Hasharon GUANGZHOU ' GUANGDONG 510530 CHINA - - Country: Israel Country:" China Contact: Mr Oren Bechar or Contact: Elaine:Ouyang Mc Mair Adest .. - :. +972 9 957 6620#293 or, Phone: .: 020-2805-4025/'135-7023-5852.: - +972 9'957 6620#131' FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office:: - :Cortland,NY 13045Control Number- 4004590 'Authorized by: - •for Thomas J:Patterson,Certification Manager - _Intertek . This document supersedes all previous Authorizations to Mark for the noted Report Number. ... ...... - ... ' TM1ia AUMorbabon to Mah is br Me exclusive use of lntadaxs Otero M is pro H.pumuont to lh.unaingon agreemem banreen lnterlok and h GleN.IMartaks responsibility aM liability era - Ilmitod to the of tome aM coMiliom of Ma agraem!nt.In'.—assomna m a—liy In any pal,—thin to the Mona in—elan Ina ro as—ranN ss,for any lo _aMenso clan ape occa3ian M - .. by an.un al Mis AlMorizatlon to Mark.Only Iha Giant is outlioriaad b pem a copying or disc—1.of Mrs Authorlaa6on to Mark aM Man only in its eMlroH tJsa N lnnorins GNflcogon mark is rosin—ro Mn condidoru laid out in Ma agnn,na t and In Mis ANMrizntion to Mark.Any IwMar u90 of tM Imortok name for Ma sale or ativeltisameM of Mo tostetl rmterial,pro6rct or service mwt - - - 1 bo ra.thyin vnN I,lImedak.Initial Factory Ass as3y aM,xid,upservicesare for Ma oiraso o/pswring appropriate usago of Me Ceti/iwtion mark In oacortlanra wIM Me - ogloamonl,May oro not for Me purposes of proEUNon aualM canholaM tlo:Iwt relieve tM Cllant of Mar odlgadons Intertek Testing Services NA Inc. :545 East Algonquin Road,Arlington Heights,IL 60005 - Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 - UL 1741 Standard for Safety for Inverters,:Converters,Controllers and Interconnection System: - : ` - ..... . - Equipment for Use With Distributed Energy.Resources,Second Edition Dated:.January 28,2010 CSA.C22.2.107.1 Issue:2001/09/01 Ed:3.General Use Power Supplies -(R2011). .... .... Standard(s): UL SUBJECT 1699B,Outline of Invesligation:for Photovoltaic(PV)DC Arc-Fault Circuit Protection.-Issue - No.2,2013/01/14 CSA TIL M-07,Interim Certification'Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue No.:1,2013/03/11 - - ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-09y-2014 _ ED 16.3.15(1Ja )koaM ary - ED 16.3.15(14eni 3)Manaatory 3933'US Route i i - Cortland NY 13045 Telephone:(607)753-6711 - Facsimile: (607)756-9891 - .... ..- www.ineertek.com _ SolarEdge Technologies Ltd Letter Report 101703554CRT-001 - - . - June 20,'2014 - Letter Report No.101703554CRT-001 : June 20th,2614: �'� '�� � -'� �- '' - Project No:G101703554: - - - - •: '37ph Inverters:: Mr.Meir Adest Ph:+972.9.957.6620 c, SE9KUS/SESOKUS/SE20KUS when the.SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd - - _ - email:'meq.a@solaredge.com 6 Ha'Harash St., x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx'is HOD HASHARON,ISRAEL - any number;inverter part number may be followed by a suffix Subject: ETL.Evaluation of SolarEdge.Products to NEC Rapid Shutdown Requirements .. .. - This:letter report completes this;portion.of the evaluation covered by Intertek Project NO.G101703554. Dear Mr.Meir Adest, _.: If there are any questions regarding the Fesults contained In this report,or any of the other services offered.by This letter.represents the:testing results of the below listed products to the requirements contained in the following _ Intertek,please do not hesitate to contact the undersigned'. .. standards: Please note,this Letter Report:does not represent authorization,for the use of any Intertek certification marks. ' National Electric Code;2014,Section 690.12 requirement for rapid shutdown. - - - - y Co-mpletedby Radhe Patel 'Reviewed by, r Howard Liu - This investigation,was authorized by signed Quote 500534459 dated 06/10/2014.Rapid shutdown test were,: - I Title;- - - Engineering Team Lead .,Title: „Staff Engineer _ .perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek (p p frIdP� t .. .. ... personal on 06/17/2014: TJL Signature. I S—� J :Signature �., The evaluation covers installations consisting of optimizers and inverters with part numbers:listed below. - --- ;,Date, ,„p.June 20.,2014...... .-.k,Date_._ June 2oth,2014..: .... .... -The testing done has verified that controlled conductors are limited to+not more than 30 volts and 240 volt- - - - amperes within 10 seconds of rapid shutdown initiation.' Applicable products: • Power optimizers: ._.. .. o PBxxx-yyy-zzzz;where xxx is any number,0-9,.up to a maximum value where xxx=350;yyy could be'A06 or'TFI;and zzzz is any combination offour letters and numbers. o OP-XXX-LV,OP-XXX=MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Pan,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd;eee is any number,0=9 to a maximum upto aaa=300,bbb=350 ccc=500 ddd=600;eee=700, .. - o Pxxx;P .. .. yyy,Pzzz;Pinmm,Pnnn and P000;where xxx,,yyy,;zzz is any number;0-9 to a maximum' up to xxx=300,yyy=350,zzz=5OO;where'mmm,nnn,'coo is any number,0-9 to a maximum up to - mmm=405;nnn=300,000=3S0 - - - - 1-ph Inverters: ... ... c, SE3000A-US/SE380OA-US/SE560OA-US/SE6000A-US/SE7606A-US/SE1000OA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix - TNs 'is for ttw axGuairo use of lmeRoxs Giom ortl it provltlotl yursubnt m the agreement b•twoon InmRok oM W Giant:IiEertok s rosponsibllN ontl IlobBig bra IImI—m - eIIro�gor.MIy eprClm I.Imarlekessunms no Wblinro any t umaribnto Mo giant in pccoVin1.with ,yagreemem,br ony 1expense or tlomsge ocpeslorcetl Wmo use oI this report.ONy itq Gbm ie o�RlnRxotl ro pemnt rop/irq or tllatRbWon of W.report piN then oNy in ib'enlirory.Ara'use of the ImaRak mrtr or am of ib mart br are eab or ' r,pn t ym tt of the t t i1pmtha po wr 1,wrvlrn mint grA 11,1,11 in w n try ImoI Tho nifimt ions orM bst raeNb in Nh report ors relavent omy tM eampla tototl.TNa_ - - ' rapoR by ttaag tloos rmt imply that aw motarWl,peatluet or servieo is or aos over boon antler on lnmRok earllgotlon Paga2o(2 Iniertak Inlertak Inleriek. IntWrtek inlel'tek Int_,,dt 'Intenek Testing Services NA,Inc. :. :. SD 12.1.2(11/11/10)Informative Intenek Testing Services NA,Ix. So 12.1.2(11111/10)Informative ra solar o o - { Solar=coSolarEdge Power Optimizer Module Add-On for North America t1�J P300.J.P400 / P405.. SolarEdge Power Optimizer - _. .. - TI P300 P400 P40S .. I .. Iro so<n du,., I.I 1 IT Iro n m ss n a I I Module Add-On For North America INPUT .. ... Rzted Input DC Powers l 300 460 405 W Absolute Ma rm m Inpt t Voltage .. .. � .. - 48 80 125 - Vdc P30.0 P400 P405 (Vot at lowest temperature) O - MPPT Operanng Range :..._ 8 48 8 967 0 12.s 105 Max mum Short Grcurt Current(Ise) 10 Adc * Maximum DC Input Cu went "- '- 125 - Adc' ' 0 Maximum Efficiency ..... ..99..r' ..... _ Weighted EfficencY...... .... ......... ... ........98;8... ... .... %.. over lta a OUTPUT DURING OPERATIONJPOWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - �' Mawmmn Output Current ... .: 15.... Adc Maximum Output Voltage 60 .. 85 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) .,.t Safes Out ut Volt ape "r Power O timizer.1. .1 'Vdc STANDA_RO COMPLIANCE ,! FMC rt15 Clas B IEC61000 6 2 IEC63000 6 3 I ` Safety C PalEC62109s1(class 11 safety).UL3741. .... ...... ...... ... FC .t 2G�yy ti ROHS .... Yes - .. ..... • - dam' - D°>WL::y//ttettN ...--" ,INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage_,..,, 1000 Vdc ,." ... .... ...... .. - ..... .. .. ' Pxxx 2senes 141 x 212 x 40.5/5.55 x834 x 159 mm/it g^. .. Dimensions(W x Lx H) 126x 1szxi7s/ 1z6x 1szx3s/ 12Exlszx 48.E .. Pxxx 5.senes .I I mm/in ...................5 z597x108.,, ,.•sx597 x137..,,..., ,,....5 x597 x.1.89 .... ....... - .... .... ..... .... ............. . - Pxxx 2senes ., .., gr/Ib.•. Weight(including cables) .............. .... ................................................... .... Pxxx Sserics :..,_770/1_�...........�,,,..•..;,930/.205',....•..,.I....,..930/.2.05.� ......grjlb,.. .. Input Connector • ..............MC4 Conipaoble.........:..... - ... - Output W re Type/Connector Double Insulated Amphenol Output Wire Length....: ........ ::....... 095/3.�.: �...... ..:...... 12/3.4................... ...:....m/h... - ..: Operanitg Temperature Range 40 85/40: r185 C%•F . F tern n Rating Pxxx 2 ser es . . IP65/NEMA4 - �r(Ib - ........................ .Pxxx Scenes ...:...-:. -.......IP68/NEMA6P........................................ ...:..........g�I�h... . ." .. Relative Hun,dilY......... .. ............ ...................................... ........... _ - � �- � � Gated srC pcwe 1 x modulo Motlule o•�Dto�554 Dower,niennwabwetl . PV SYSTEM DESIGN USING:.: :ASOLAREDGEINVERTERf'1.., SINGLE PHASE 'TH REE PHASE 2.08V THREE PHASE 480V Minimum Stang Length Power 0 nm zers 8 10 -18 PV ower optimization at the module-level Maxi...e..String Length ................. P P .. Maximum Strng length 25 ZS' SO Up to 25%more energy .(Powe.. ...zers)...........: .... ....... .. _ ... ... - Maxunum lower per String ........... 5250 6000 12750 W .Strings .. ... .. ...... ... ...�..............:Yes .. ..... .. .. .. ' �Superlorefficiency(99:$%) - � � � ��� ,.Parallel Strings of Different Lengths � ���� `• Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - ,or,One..... .s .. - ...... . ..... .... ....... .. Flexible system design for maximum space utilization - - - - tl-m•mwetl ws hM1 P300/Pes0/N00/PMjP Ing .. ,- Fast installation with a single bolt - Next generation maintenance with module-level monitoring f - - Module-level voltage shutdown for installer and firefighter safety qr - USA - GERMANY I'TALY - PRANCE JAPAN - CHINA - ISRAEL - AUS'TRALIA www.solaredge.us ZIE��k IRONRIDGE Roof-Mount System AUTHORIZATION TO MARK ............... I�This authorizes the application of the Certification Mark(s):shown below to the,models described in the Prod I Covered section when made,in accordance with the conditions set forth in the Certification Agreement and Listing, p ort.This authorization also.applies to multiple,listee,model(s)identified*on the correlation page of the:Listing y. Report. This documerit:is the property of lntertek Testing Services and is not.thansferable.The certification mark(s)may be (applied only at the location of the Party Authorized To Apply Mark. —---------- Applicant: fronRidge,Inc- Manufacturer: fronRidge,Inc. Address: 1495 Zephyr Ave 1435 Baechtel Road- Hayward,CA 94544 Address: Willits,CA 95490 Country: USA Country; USA Contact: Yarn Schwarz contact-: Jim Norsworthy 2 Phone:: (800))2 7-9523 Phone: (800)227-9523 (510 225:0973. FAX: (707)459-1833 FAX: (707)459-183.3 Email: yschvv arz@ironhdge.com Email: jporsworthy@ironddge.com ------ Party Authorized.To'Apply Mark: Same as Manufacturer p Report Issuing Office:. Lake Forest,CA'; Control Nurnbei: :4007559 Authorized 6 Y: for Thomas J.Patterson,Certification Manager ETL CLASSIRM us :Built for solar's toughest:roofs. Intertelk This document supersedes all previous Authorizations to Mark for the noted Report-Number IronRidge builds the strongest roof mounting system iri solar.Every component has been tested to the limit and proven in extremeenvironments. py Our.rigorous approach has led to unique structural features,such as.curved rails and reinforced(lashings;and ...14—d.Qdg.b is also why our products are fully certified;code compliant and backed by'a 20-year warranty. Intertek Testing Services NXInc. 545 East AJgonquin Road,Arlington Heights,IL 60005 Telephone 8d0-30-3851 or 847439-5667 Fax 312-283-102 Strength Tested Certified -Plate PE Ge ified UL Subject 2703 Outline of Investigation for Rack Mounting Systems�and Clamping Devices for Flat Stanclard(s): All components evaluated for superior Pre-Stamped engineering'letters Photovol i1c Modules and Panels,Issue Number:.1,October 4,2010 structural performance. available in most states Product: XR Rails with Integrated Grounding: Brand Name: N/A Models: 51-61G0.005,51-61GD-0058,51-5000-001;and 51-65-001 Class A Fire Rating Design Software Certified to maintain the fire resistance Online too]generates a complete bill of Ffi-I rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection*offered by NO module grounding components. competitors. ATM for Report 101 541132LAX-002 Page 1 of 3 ATM Issued:10-NOV-2014 0 /l!�IRON RIDGE Integrated Grounding System installation overview Install Roof Attachments Simplified Grounding: Install appropriate roof.flashing and/or standoff for roof:type. For Greater:Safety&Lower Cost f � Attach L-Feet to flastiirig or standoff: t. Traditionally,solar modules are grounded by attaching; lugs,bolts or clips to the module frame,then connecting Prepare Rail Connections —'— these to a copper conductor that runs.throughout the: array.This process adds time and cost,to the installation, Insert splice into first rail,;then secure with Grounding Strap and a :. and often results in improper grounding;creating self-drilling screw. , significant long-term safety risks. Slide_second rail over.splice,'then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling'screw. challenges by bonding modules directly to the mounting rails.This approach eliminates separate module M &Ground grounding hardware,and it creates many parallel ® ount' roun Rails grounding paths throughout the array,providing Attach rails to L-Feetand level rails. r greater safety for system owners. ems ` Grounding Mid Clamp Install one Grounding Lug per row of modules. - Each Grounding Wd Clamp pierces through the ' anodized coatings of both the module frame and 'Connect.Grounding Lug to:grounding conductor. r`mil the mounting tail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using.Grounding Mid Clamps. J Finish row with a second pair of,End Clamps. __ t Testing&Certification Module Frame Compatibility The IronRidge Integrated Grounding; _ System has been tested and certified to Dimension Range UL 2703 by Intertek Group plc.,. A. _ 31.Omm-51.Omm UL 2703 is a:proposed UL standard B. 5.08mm(minimum) for evaluating module mounting,9 s ,. _ Any module fram nes whose Parameters are not listed in the . .and clamping.devices.It ensures these ,provided table haw not been tested for compatibility., + _ o 1 3 devices will maintain strong electrical and" mechanical connections over an extended f The Grounding Clam has raven robust in grounding 60cell and f3 period of time in extreme outdoor 9 P P 9 9 environments.{ 72-cell solar module frames with box construction and a range of : anodization thicknesses. The testing process closely mirrors that 2 - - � - - All solar modules listed to UL 1703 and with frame construction Grounding Strap °,a+ {' Of UL.:1703,the solar module testing- within the parameters stated above are compatible with the Grounding Straps are Lion to y P P standard,.including temperature and IronRidge Integrated Grounding System. fin`"'"'f. •t bond r e only r required the "6►ounding Lug meyareontyreyuo-edonme � humidity cycling,electrical and mechanical :A single Grounding Lug. load testing,and marlUfaClUfln quality rail with the grounding lug. 1 o o t. .connects an entire row- 9, _. 9.Q Y O Go to Ironridge;.com/ig of ev medulas to the. .. reviews., grounding conductor. . lido - 8431 Murphy Drive -- - ' Mitltlleton,WI 53562.USA .. -. .. elephone 608.836.4400_..'- .. .. Sta rlmg..Madi.son Lofquis 1{., Ine. T Facsimile: 608.831.9279 Gnn.SUltrn� Slr.Pill.$! n ,rf -f.ra`e:h.i,ic Fngt,.`ey rS, vvn4iantertek.00m r '0.r"�; .:5224 South 341'Street,Phoenix,Arizona:85040 Test Verification of Conformity tel:(602)438-2500.fax:(602)438-2505 www.smleng.com IronRidge.: - June 16,2014 In the basis of the tests undertaken;thii sample(s)of the below(product have heen.found to comply with the requirements of. - 1495 Zephyr Ave - Page 1 of I 1 the referenced specifications at the time.the tests were carried out. Hayward,CA 94544 A licani Name ,,. pp &Address: z IronRidge Inc: : , , w' Attn:,Mr.David F.Taggart,Vice President Products 1495:Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XM 0 Rail,Roof Fldsh Mounting System-Structural Analysis USA': . - ... Product Description R'Rails with Integrated Grounding. Dear Sir ' .� .. Ratings&Principle Fire Class Resistance Rating: - - - Characteristics:. Flush Mount(Symmetrical). Class A Fire Rated for'Low Slope applications when using Type 1,2 We have analyzed the IronRidge XRl0 Rail for the subject solarmodule Support:system and ... - - compliance with the and 3,listed photovoltaic modules.Class A Fire Rated for Steep'Slope applications with Typel,,',.`.. detemun@d t hat,,for the configurations and criteria described below,it is tit - �'• 2 and 3,Iiist!d photovoltaic modules.Tested with a 5'(gap(distance between the bottom ,.,W - applic b oft wing Re a le,sections he.follo ference;Documents: module frame andthe root covering),perthe standaro this system can be installed at any gap' allowed by the manufacturers installation instructions. No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures international Building Code 2012 Edition' Models:,- 51-61GD-005,51761GD-005B,51-5000-001 and 51-65-001 - California.Building Code 2013 Edition Brand Name: trontiidge Roof Mount. Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: ,', UG2703(Section 15.2 and 1513)Standard fog SafetyMounting Systems,Mounting Devices; 'MOduleS,dated Effective November 1,2012 by ICC-ES - - - Clamping/Retention Devices,and Ground Lugs for Use with Flat Plate Photovoltaic Modules '; .- .Aluminum Design Manual,2010_Edition :and Panels,First Edition dated Jan.28,2015 Referencing UL1103 Third Edition dated Nov.18,. - 2014;-(Section 312)Standard:for Safety for Flat-Plate Photovoltaic Modulesand Panels. - The lronRidge XRl O Rail is an extruded aluminum Section with an overall depth-of 1.75 in.and a net Verification Issuing Office: : lntertek Testing Services NA,Inc area of 0363 sq.in. The rails are used to:support solar modules,:typically',on:the roof of a building. 8431 Murphy Drive Middleton,WI 53 See Exhibit A-attached'The'rails are clamped to almninuiti angle brackets Ghat are either'attached 562 - Date of rests: - - 08/g7/2o14 to 03/17/2015 - directly to the roof franting.or attached to a stand that is screwed to the roof framing. The rails.are Test Report'Number(s►:. 1017693431VID-061r1,101769343MID-001a,101915978MID-001&101999a92 MID-001arl-crl;' - mounted across the slope:with:a small clearance(flush mounting)to the underlying roof structure. This verification s.part of the full test reports)and should be read in,con)unction with them.This report does not automatically -- The.installed solar.modules are at the:sante slope as:the tmderlying.roof structure._...- ... •Imply�productcertificatlon: - All:loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by; Chad Naggs Reviewed by; Gregory Allen the rails: The maximum span of the rails is governed by either the mid-span flexural stresses or the Title:- Technician 11,,`Fire Resistance Title: Engineering Team Lead,Fire Resistance - Stgnature: Signature: IL'`•i'�'� "' ^a-`-""'�"--- requirement t the r e into _ with the deflection equirement that ail not corn contact w' te:roof. Date: 03/30/2015 ll Date: 03/30/2015 The effecfof seismic loads(for all design'categories A-F)have been determined to be less than the . � ' -. , effect due to wind loads in all load conditions.and combinations. Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4;5, &6 below for'7-27 degree slopes,and Tables.7;8&9 below for.28-45 degree slopes. This Verification is for the exclusive use of lntertek's client and is pmvided pursuant to the agreement between lntertek and its Client.lntenek's responsibility and liability... limited to the terms and conditions of the ogreemenc lntertek assumes no liability to any Party,other than to the Client in accordance with the agreement,for any loss,e,.pense o,damage oaasioned by the Use of this Verification only the Client is aUth.ns,d to permit copying or distribution of this Verification Any use of the lntertek name or one of its _ .. ..&,far he sale.,adveiti; ntof the tested material,product or Service mustfirst he approved in writing by lntertek-The observations and t- V. pe.ti.n results Starling Madison L.ofquist,Inc. Consulting Structural and Forensic Engineers referenced in this Verification 0,relevant only to the sample tested/inspected This Vefi-tion by itself does not imply that the material,product,-service is or has ever been - .. .. under an lntertek certification program. - - GFT-OP-11a(24-MAR-2014) IronRidge June.16,2014 IronRidge June.16,2014 Mr,David F.Taggart Page of:]I Mr.David F.Taggart' Page 9 of l I IronRidge.XR10 Rail:Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System-St uctural Analysis Table 7-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone I Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XR10: Wind .. .. .. .. XR10: Wind. .. . .. .. - Ground Snow Load __Ground Snow.Load Rail .Speed" `.:. _ Rail Speed 10 20 30 40 50 60 70 80 :90 10. 20 .30 40 .50. 60 70 80 90 . Exposure mph 0 psf . Exposure •'mph 0 psf . sf sf sf sf • �sf sf sf: sf sf: . sf psf -sf psf psf psf -psf psf psf - ... ..41... 38 -35.. 33 .31..., _...100 72"" .66 57 ..51" 45 41. 38 . .35. 33 ..31_.' ...- 100 72 ._66..' 57 51.. 45 105 72 66 57 51 45 41 38 35:' 33 .3.1 105 72 :66 57 51 45 41 38 .35 33 .3.1 ' 110 71 651 57 50 45 41': 38 35 33 :31 1-10 71 65: 57 - 50 45 41 38 35 33 3.I 120 .'67... 63 55'' 49 45 41 _38.. 35 33: 31 120.: .:67 63 ..:.:55 49 -45 41 .,:.38' 35 33 31 CateBgory 330 64 61 54 48 44 41 38 35 .33 31 Category 130: 64 - 61 .54. 48 44. 41 .38 35 33 31 140 :61 - 59 ..52 47 _43 40 38- 35 33 31 B 140, : 60 59 :`52. 47 ::43. 40 ..:38 35 .,33 31 150 58 57 51 46 43 40 37 35 33" 31 150 56 56 51 46 - 43 40 - 37 35 33 31 160 55' 55 49' 45 42.' 39 37: 35 33: ""31 q, 160 :53 53 49 45 42' 39 37 35 33 31 170 53 53 48 44 41 - 38 36 34 33 31 - 170 50 50 48" 44 41 38 36 - 34 33 31 100 68 63 55 50 45 41' 38 35— 33 31 ."100 68" 63. 55 50, 45 41 38 35 33 31 105 66 62 54 49 45 41. 38 35. 33 1 :31 . 105 66 .62 54 49 45 41 38 35 33 .31 110 : 64 61 54 48 44 41 38 35" 33 31 " 110 64 61; 54 48 44 -41 38 :35 33 31 120 60 58': 52 47 43 -46 38 35 33 31 120 59 ` :58 52 47 43 40 38 35: 33 31' CateCgory 130 57 : 56 50 46 42 : 39: 37 35: 33 '31 Category 39130 55' 'S5 50 : 46 42 39 37 35 33 31' 140 .54.. 54 48 44 41 . 39 37 35 33 31 140 .51. 51 48 44 41 39 37. 1 35 .33.. 31 150 51 51 47 43 40 1 38 36 34 33 31 150. 48 48 . 47' 43 40 38 36 34 33 31 160 :48 48 45 42 39, 37 35: 33 32: 31 160• ,:45 45 45 42 :.39 37 35 33 32 31 ......`. 170 .46. 44„ 41 :,38... 36 ,34;, 33 .E 46 . .. ... .... .. ,. - . ,� .3.1,.. 30 � ' "170„ .,43 43. ,,.43 41 ..38: 36 .._34.' 33 „3.1, 30 100 64 61 54 48 44 41 38 35 33 31 100 64 61 54 48 44 41 38 35 33 31 105 62 60 53 48 44 41 38 35 33 : 31 105: 62 60 53 48 44: 41 38 35 33 31 ..110 60 :58 52 47 43 40� 38 35: 33 3:1 :' : .110 59" ;58' 52 -_47' 43 : 40" 38 35- 33 31�� 120 56 : 56 50 46 42 39 37 35 33 :31. 120 55 55. 50 .46. 42 .39. 37 35 33 31 . CateDgory _ .130 53 53 48 .44 41 ..39 36 35' 33 -3.1: CateDgory y 130 51 .:::'51. 48 ::44. 41 ::39- 36 .. :35 33 31 140 50 _ 50 46 —,43 40 :38: 36 34:' 32 31 140 47 — 47 46 43 40 38: 36 34 32 31 : 150 47 ". 47 45 41 39 ..37:, 35 33:. 32 -- — "31 ,: 150 44 :44. 44 41, 39 37" 35 33 32 31 160 45 45 43 40 38 36 34 33 31 '30 160 42 42 42 40 38 36 34 33 31 30 170 43 43 41 39 37 35 33 32 31 29 170' 39 39 39• 39 37 35 33 32 `31 29 Notes-see page 1 1 - _ - Notes-see page 11 - Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers _ _" .Starling Madison_Lofquist,Inc. Consulting Structural and Forensic Engineers 8:_ 9_ IronRidge Jtine.16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I 1 Mr.David P.Taggart Page 11 of l 1 IronRid e XR1A Rail','Roof Flush Mountie System-StructuralAnal'Analysis IronRidge XR10 Rail;Roof Flush Mounting System—Siriictural Analysis g B�Y Y � - Table 9-MAXIMUM SPANS(inehes)-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes-Tabulated:values are based on the following criteria: ...XR16 Wind :. Rail .Speed' Ground Snow Load L Building mean roof height=30 ft Exposure nth 0 sf 10 20 30 50 60 70 ps 90, 2. Risk Category) po P p sf sf sf psf sf psi sf: f psf 3. Solar module long dimension=67,5:in 100 72 .66.. 57 51. 45 .41... 38 35 33 -31 ' 4. Pr6vide.2 in.clear between roof and-rail. 105 72 66 57 51 45 41: 38 35. 33 31 :' 5. End cantilever span(max)=0.40 x maximum span from above tables 110 71 65 57 50 45 41 38 35 33 -31 6. No rail splices in end spans 120 :67 63 '55' 49 .45" 41 38:' 35 .33:- ' 31 - 7. :- 'No rail splices in:rniddle;1l3:ofinteriorspans - Category 130 64 l s 61 54 48 44 41 38 35 33 31 8. Single sim e an s. Sans listed in the tables above may be.multi lied b L08 for g g P. .P P Y . P Y 140 60 59 52 47 .43 40 38 35 33 31 continuous rails of 3 or more spans. 150 56 56 51 46 43 40 37 35 33.. 31 160 53' 53 49 45 42 39 37: 35 33 31 170 50 50 48 44 41 38 36 ' 34 .33 31 ..Our analysis assumes that the rails,including the connections and associated.hardware,are installed ..100 68 63 55 "50 45 41 38 35 1 33 31 in a workrilanlike manner in accordance with the"LnnRidge Root Mount Tli§tallation Manpal"by 105 66 .62 54 49 45 :-41. 38 :35, 33. :31'.. IronRidge and generally accepted standards:6feonstructiob practice.Additional.information:is- 110 64 61 54 46 44 41 38 -35 33 31 available'at the IronRid ge web site,TronRid a com. Verification bf PV Module capacity cit to support b B. Pa Y PP 120: 59 :'58' 52 :47 43 t40' 38 35: 33 31 ' - ..'the loads associated with the given array shall:be.the responsibility oftheContractororOwner':and 'Category 130 - 55 : 55 50 : 46- 42 : 39 37 :35: 33 -31 ' - C not IronRidge or.Starling Madison Lofquist. 140 .51. 51 48.. 44 41... 39 37 35 33 31 .. 150 48 .' 48 47 43 40 38 36 34 33 31 160 45 45 45 42 39. 37 35: 33 .32: 31 Theadequacy offhe.;supporting roof framing isto.be;determi tied by,others. - - 170 ..43: 43 ";43. 41 ...38... 36 .34__' 33 .3,1�.. 30 100 64 61 54 48 44 41 38 35 33 31 105 62. : 60 '53: 48 44 41 38 35 33 31 Please feet free to contact me at yourconvenience`ifyou have any questions. 110 59 :58' 52 -47 43 —40, 38 35 33 31 120 55 55 50 46 42 39 37 :35 33 :31. Category 130 51 ...51 48 44 41 39 36 35 33 .31 p Respectfully yours, 140 1 47 47 : 46 43 40 38: 36 34: 32 31:. . 150 44 :. 44 44 41. 39 37 35 33 32 31 1H t y{ 160 42 42 42 40 38 36 34 33 31 30 RES J. ... .. . .. WARNER... 170 39 39 39 39 37 35 33 32 31 29 Tres Warner,P.E. o N Notes—seepage I Design Division Manager No.9I432:-t Ofsrs ONAL Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers - - .Starling Madison Lofquist,Inc. ... ...-Consulting Structural and Forensic.Engineers E-Mount Lag I QMSE - :LAG E-Mount lag Installation Instructions __. ......_-....... ...:.-.._.. _..,�____.. .....�..__ ..._1 , Install � i ito i bar, stu.d.fi.ndercaulki g gunsealantcompatible,.w.ithroofingmaterials,......_ drill with 7/32 long-styleb ,dl or impact gun withl/2soke GE TOWARDS ROOF RIDGE No. DESCRIPTION QTY./Box THIS ED ITEM . i 1 FLASHING,9"X 12"X D40',5052,MILL I • • • 2 OBLOCK;CLASSIC,A360.1 CASTAL MILL 1 - . . 3 PLUG.SEALING, /516"X 7/8',EPDM/18-8 SS 1 1 ` 4 LAG.SCREW,HEX HEAD,5/I6 x51/2".I8-8SS ,I. S. WASHER,FENDER,5/Ib"IDX 1-*1/4"0D,I"SS 1 s RACKING COMPONENTS - ... .... NOT INCLUDED 3'010 Locate,choose,and mark centers of rafters to be Carefully lift composition roofshingle with roofing Insert Flashing between 1st and 2nd course.Slide ' mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of Flashing is at least 3/4"higher 1 I .. ... .mounts will be placed. as required.See"Proper Flashing Placement'.'on than edge above the drip the drip edge of the 3rd course and lower next e .. a -' - edge 1st course. 450 � - t Page. Bashin 9 9 P ed 9 9UD y - Mark center for drilling. .. - _ i 2.25. .... 2 ._ I ..r ... .... ... ..._. ._ .. .,fi ;. '.29 ..,: I — quick Mount PV ..t. ... .... r 1 TITLE: QMSE LAG:QMPV E-MOUNT . 1 -AVAILABLE IN MILL;AND ) ,WITH LAGBOLT ' BRONZE ANODIZED FINISHES .DRAWN BY DF A osn o _ "N.y DATE 8/29/]0 a I l nucx" rm 1 ,Ls b .. 6 4- 3 2 Usingdrill with.7/32"bit drill pilot hole Into roof' Clean off an sawdust,and fill hole with sealant Slide the flashing p y g into position.Insert the rubber : Lag Bolt Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. - plug into the QBlock cavity. Do not use mount as a drill guide.Drill should be - sao�rmcmmy sts anon Fern mmad deem m tb:non cerr1—dean 'long style bit;akaaircraft extension bit'to drill a Doaslas FIr.Lerch so rse xas 11."deep hole into rafter. D-9111 Fir seum. - ab - 1. as. -Erg--Sprvm.Ladgepele PNa IMSR 155018 M1i61m) 70.4 215 H FIr ....... ..... _ d3 ..... 636 ... 213. 'IY' 3 ,Ri .p •H 705 _ as sour,o Pne 55 - - 367 t' '�' V r p,y� „ • FL T _X Spuce.P...Fi, AZ 815 Spruro P FI(E!2 'Ion Os end hlgner 0rodea alM6R a,d MEL) .50 7" Sources:American Wood COunC 1,NDS 2W5.Table l l 2&11 3.2 A - Notes: ..... 11Threadmustbeembedded narafteroroth...t cturalroofinember. r 2I SreNDSTabi,1151Cfor,e,rededgedlstances - 'AD T6 QuickMount PVN Slide the washer and the L-foot(not Included)onto Using a 1/2 inch socket on an impact gun drive RESPECT THE ROOF - the lag screw. - the lag screw until the QBlock stops rotating easily. - DO NOT over-torque. - BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 - .. Sep-2014,Rev 1 DIAGRAM-TYPICAL CONFIGURATION LOCUS Product DafashgetENERGY a.- - `— Shielded CATS .. ..M INTERNET .. ,... mOm C®0RESIDENTIAL SOLAR MONITORING SOLUTION . LGate 120 ( r The LGate 120 is a 0mm ve= t t�;,a jai �: t®m®•n®m j —'—� ®o®ro®m tl rcs�onwaBtr ®��1�r� - e electronic p ® ELECTRICAL.. • r • • • • photovoltaicF'*ra a.vmo«.`•a�,+, .. i0®�oO .. .. - SERVICE features a small:communications module to automatically INVERTER(s) .. LGATE 120 t*' CV ARRAY transmit meter data over cellular or Ethernet networks allowing system owners and operators to easily manage distributed solar �`- •.,. :-: DIMENSIONS. ... - ... - SOCKET METER - LOCUS ENERGY METER BASE COMM MODULE + METER MODULE ... r .. .. ....... 1 6.96 in�. The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway: ?a 0 These components work in conjunction to remotely monitor the performance of residential solar'energy installation 6.31 in .. .... .... .e I. regardless of panel or inverter type.The LGate 120 is a one-piece completely underylass meter which•insfalls '- ' ''- � '' 1 "- • easily using a.standard socket,base.Performance data is uploaded,in near real-time to the Locus Energy SolarOS `F _. monitoring platform which provides a suite of tools and analytics for asset managers. _ � I 6.00 in —. i30 in DATA COLLECTION _ .AC energy data is.collected by the meter and passed to the communications module.Additional.system performance data can be collected directly from meteorological sensors and supported inverters via available.RS-485 or Zigbee - connections.All data7is stored in non-volatile memory and then automaticaily7uploaded to theSolarOS and; - _ .SPECIFICATIONS - - _ SolarNOC platforms: ... .. P essor. .... ARM9 embedded CPU. ..,. a Accuracy ANSI 72 20(Class 0.2%) ' - OS Custom ersion or Lioux 26,OTA timrware uotla[es Voltage Inputs 120-480 VAC NETWORK CONNECTIVITY - ? Memory. 126MBRAM _ - Mo..current Input -loonThe Communications gateway inside the LGate 120 supports plug and play connectivity,through a cellular or available... .. Display LCD screen §ery ee TYPe sl Ole pbaaa,60 H2 ' .. Locker Type 25 ." 7 .. Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data ---- J without any Configuration.For maximum reliability,the communications gateway will automatically route uploads - End-1. NEMA 3R Type between the wireless and wired connections if either of the networks are unavailable. wer9bt a p2' L ANSI 1220 class 0.2% Dimensions 695"1,6.5".7.3" _ j FCC Part 15B Environment -20 to 60C,all-weather i PTCRB Warrant 5 li -te0 warrant FEATURES - - ''- ; v year v -..; AT&T Carrier Plianc .. • ANSI C12.20 power meter ••Easy;low cost installation .. , Number.. i. .. .. RS 485 and Zigbee inputs Doesn't require entrance into the building M.d.1 LGa 12-SG. LGa120-3Gy I.G-120-36, • GSM cellular or Ethernet connectivity Plug and play activation Cellular RS-495 an GSM ✓ ✓ ✓ _Z 2 and 4 Wire - • Over.the air firmware updates LCD display. Motlbus'- - ✓ " .. .. y Zi4baa...... .. ✓ Ethernet RJ-4510/100,DHCP/Static' ✓ .. or Single Meter Sockets -Without Bypass :' - Single-Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application - Single meter position _ z. Surface A flush mown atthour meters„ Receiv9 ANSI C12'.10 .. a- .. .. . ... .. - - _ - - -t(seechanl - ch ` Construction Oil : F-Flush Mount - A_ ' ANSI 61 a3Ecoat finish :" (U1204 MS68-2"Conduit Huh _. .. ... - a _ .-• Rin t .. t yp - _-'- (U1207 MS68A-MS73+MS68 _ 4F h-/ • 9 y ... .. .. wTune Ring 4G_2h:' 2 11 lb"-1/4 ` 927 MS73-AL Screw a •Aluminum snap ring included SF-Semi Flush Mount SS-Stainless Steel Top Provision Sea Chart ;Standards Accessories .. ` + UL 414 Listed 5th'Jaw Kit-,50365 - ANSI C12.7 • 200ATriplex Ground-ETB200 - Knock out Layouts gtllclosedl� �� :U204(open) - AW Hub ���� - �'� '—' � " �' "- PeNUPC catalog Amp -Service _ Connedioru Fig.1` Fig.'2,:,,: Number Number Hevng' Jews Type Access lne load' Neutral - • "?' Y 78205142000 "011• 125'• 4 10/3W OH/UG #14-210. #14-210 Y14-2/0 TOP Provision .- Top Prowsron " .78205142040 Oil F 125 : 4 10/3W OH/UG 414-210- #14-2/0 #14-2/0 - [78205142045 a_'011 MS73- -"" •Tn 125 4���0"�10/3W�- OH/UG.,• "i14`2/0' t14.2/O y"_414-216' - 78205142050 Oil SF. 125 4 10/3W OH/UG #14-210 #14-210 #14-2/0 - I82051440J0��927 30/4W OHNG.�,.:.-..#14-1/0---'-#14 1/0.--�#W4 2/0.� - 78205156000 204 _200 4 10/3W" OH #6 250MCM #6 250MCM #6-350MCM' " ..,.g...+,�.... -.......�.w. - �78205156020"�204 F,."..�.w4w�200�,L;,,-,;, �,4,,,a•�,�•10/3W,�, ,OH.,,,�'r�"kfi,250MCM�'Yfi 250MCM'�M6,350MCM �.- ` :. 78205156030 204FMS73.. 200 :: 4 10/3W OH .A 250MCM T#6 250MCM #6 350MCM '78205156040, 204 - -' MS66 200 10/3W OH d6,250MCM d6.2501 -_Yfi 350MM' ,78205156035 204 MS19A 200 4 10/3W OH 8fi-250MC ' #6:250MCM #6'-350MCM [78010849 � - �Z04 MS73�•'"v"" 200 � 0/W '� OH; 7_#6 250MCM_„#6a 250MCM 4FM � - ' 711205156005, U204 200 �4 . : 10/3W UG #6 250MCM.; #6-250MCM k6:-350MCM .. .. ... .... 78205156045""+U204F "`"`• 200 `'� 4 "� 10/3W UGC#6 250MCM. :#6'250MCM #6t 350MCMr - 4F 78205156060 -U204 F MS73 200 4 10/3W UG #6 250MCM., #6 250MCM #6 350MCM - 4A, -eate - ff78205156070 UT00 MS73,„ 200,"„ 4q•,,,,_•,•,�10/3W� UG ,ay f6 250MCM #fi 250MCM #6 350MCM} aF hLL ..:. 78205156140 U207 :.. 200 „. 7 30/4W.,:.• OH/UG. #6-250MCM #6 250MCM 06 250MCM - - - -- ,., ,. -tA .> .... - 76205156170 U207 F Y.'� 200 x'a,7 7 30/4W" UG _•a r,#6 250MCM�'t6�250MCM #6'250MCM 3 - 4F 78205156180 U207MS73 200 ' 7 30/4W:, OH/UG #6-250MCM #6-250MCM #6-250MCM Pool Catalog-:'- -Overall Dimensions Top Knockout - - - - - Nimber Number Height Width Depth :- Pmommn Layout Ftg,3 :. :.Fig.4 - 78205142000 011 12„_ 81... Ph" AW Hub Fig.1 --. :' + ;8205142040, O71 F 12" A .:>4/ - 2 ma KO Rg.1 :' .• Pro .... y - ,.., ..,,,. ..... ' :.: .. Top Provision .•� -.. Tope vision. .. 782051,420451 011 MS73 _ _-„12"��, 8 �4/_�,.....,f--'AW Hub' Fig,1w..- 78205142050 011 SF .:12" B". - .:4s/s 2"max KO~- -•Fig.1,: - ('78205144030_.u927w- �7 ..8;,••--.y,4/ AW Hub ... FIn,.' ... .. .. ... .. 78205156000- 204 1.5 . 8" Q'A". AW Hub Fig.2 .- J78205156026;.«,.200F 15`,.� g n-.....�..6 w "2 max Kd,,.._ .. 78205156030 204 F MS73. 15 8 fi .2 max KO Fig.2 .. ..- ;78205156040 _- 204 MgOi"" 15" '- 8' J 4/ -"'""'AW/2"Hub_.� "Fig:2'K,i - aF - O 78205156035 204 MS68A .15" B" 4/u" AW/2"Hub Fig.2 4G ' 78205108490 204 MS73�' 15" B' 4a/e'''"4 None _'__F ig.2 -- 78205156005 U204 15". 12 4s/," None .... Fig.3 ..... ..... ....,.. ..... .. ... '78205156045 'U2g4 F T 15 12 „6 _µ,.j2)T max KID F g.3 F 4G 78205156060 U209 F MS73 15 12 6 None Fig.3 - qF sd„b 4G `4r _ 4G t78205156070 U200 MS73- - 15 LL 12 .`�4/a' v .�� None Fg.3, d .. .:. ..,.. 78205156140 U207 - 11" 12 - 5" AW Hub Fig.4. AIC Note: '7 .UP F :1 A" 12`` 5" r 2'/z"max KO-- Rg'4'"" For short circuit current OC' O 1 W 4G '2A .. .. .. .. 78205156180 U207 MS73 18" 12" 5" AW Hub Fig.4 ratio s g see Pan 131.i .. , a Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. _ Data subject to change without notice.Consult local ut ly for areaa ceplance.All d'm ns are n inches, -1- dimensions B'�Jne ,Meter Mounting Equipment . Meter Mounting Equipment by E:2•N 5 6 ev 6:T-m .. . o ENERGY _October 22"tl,.2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively. Each of these meters was certified to the - ANSI: 12,20(class 0.2%)standard by Underwriters Laboratory.on June 7,2013 as part of the-Vision - -- - Meter Family(Project Number 12CA71134;Job Number 1001541515,and Report Number R12CA71134- .. ANSI). .. - ANSI C12.20'is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety - - standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters.are generally installed and:maintained by trained and certified professionals,rather than consumers,they do not:ft the typical criteria for additional types of UL or IEC'certificationl -' If you have any further questions regarding the:product certification of any Locus Energy LGate-branded device,please contact us at support0locusenergy:com. - - - The Locus Energy Team -- - Locus Energy,LLC .. —.locusenergy.corn Classic Conduit composition Mount 1 QMCC Classic Conduit Mounting.Instructions - - - Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,I tube of appropriate sealant,drill with T__.......__......__......_........_ ....______--_---.___.__._..__...._._...._...___....__.__..__.....__....----_._—_._..............._..._...._..._,...-.___..._.__.......__:....---_.......,.._._.__..._ 1/8"bit,drill or impact gun with 7/16"deep socket. REM NO. DESCRIPTION OTY. THIS EDGE TOWARDS ROOF RIDGE "t FLASHING:9"X 12"X.040",5052;MILL I . ....2. CROCK,CONDUIT,5/16".60617T6.MILL I..... ... WASHER.SEALING.1/4"ID X 718'OD:EPDM 0 BONDED SS 4 LAG SCREW,HEX HEAD,I/4 AVAILABLE IN MILL,CLEAR ANODIZED, .AND BRONZE.ANODIZED FINISHES. ,,." �r 4e n�.. >, {/ .12.0 CONDU/TCLAMP ,,.. ^' 1.3 NOT INCLUDE 2;3 i' - Choose placement of conduit mountsalongpath Lift composition roof the with roofing bar,Just.Slide conduit mount into desired position.Remove 2.5 : ofcorlduit.Select location over centerofraftec above placement of conduit mount.: any nails that conflict with getting the mountflush ,- 3 - i with front edge of shingle course.Mark cernter for.. drilling. 9.0 L "e .79 Quick Mount PV c TIRE: i ..: %, " ,• # d .... .... - {.. - "QMCC:CLASSIC CONDUIT. ., r , COMPOSITION MOUNT .. . "a SIZEBY: RnD REV .. Di N .. - ....._ .............. �..._..... ._.._....__..... _ _._.._.. .. ., wxcnaaus m .DAiE. 9/24/2019 4 gg 46 ....ia.".,ar.k.m.araar...o.a...u,r,ecmcmu„r.noru ;no no,.Guo ct -j Ua ;sw ( m for Using drill with 1/8"Ion bit,drill pilot hole into Clean off an sawdust,and fill hole with roof _._ �.,_.T,..,�..._— 9 P Y Lift shingle and slide conduit mount into place. - 5 :4 3 2 r roof and rafter,taking care to drill square to the manufacturers approved sealant. Prepare lagbolt with sealing washer and single hole, roof.., �. clamp(ngt,included)as shown.Insert lag through. .. hole in block and position clamp over conduit. Lag Boll Specifications n Specific cranny 114•aneX par 1311tM1reae eapU 1N•nM1al va"..'an nn, /�• - . Douglas Flr,L-1: So 3. 225 ,g Douglas Fir,South .46 353- : 202 S:.. Ingem nSpruce.loegppde Pinn(MSR 165Uf 1 hignor), .46 _. 353 IT Fir a3 313 .119 : Hem F'(NOM7 a6 353 202 SMM1emPirre.. SS 455 260- - Slxuce,Pine;Fi. a2 302 113 _ - Sp�vco,Pino.Fir(E M 2 million psi and hiBM1nr B—a of MSR aryl ME1) .So 3. 225: _ Sources:American Wood Council,NDS 20oS.Table 111 A 113I A Notes: .. ... 1)Thread m,,t be embedd,d m a raft,r,,wher snuRu,i robf member. - 2)Se IBefonegu'red edgedistancee. - Insert lag through hole in block and position . IMPORTANT:To mainta,s,atar fin it important that the aluminum flashing(Item 1)is lace&-derone full course alw,14e mountin block wrKat least some ofthe clamp over conduit.Using drill with]/16"sockeC .. .. ,. prao gi Par 9 ProFeiNP 9 - Bashingextendingupunderthecourseaboveth•r a.WWII Gro nurtMne no hxr4 drive lag until block is tight. • mQuick Mount PV" Quick MountPV 925-478-8269•www.quickmountpv.com•into@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.;Bldg 2•'Walnut Creek,CA 94598 BI 7.2.3-8 _ .Aug-2014,Rev 4 BI 7.2.3-8 _ 9 ., Aug-2014,Rev 4 62013 by,Quick Mount PV.All rights reserved. i z _ ' AV VEST' x iii �• ,� 6 .. LEGAND r WATER LINE r PROP. CONT. .. J3,9-CCU ��' EXIST. CONTJVV GI5 . DATUM :T WETLAND FLAG ST BEET 36.10' 34 TY SEAT COON 34.66' ca n� �fac ° 3a 42al- , 34.77 � � d , 2W819 IQuast lOCE :_.... .. .... 280E N4Yi EO '_T♦SpAXn" N87 00'00 E 27.00 r- �4 34 LOCUS MAP • / MUVEHAYTP 3 0.6f� CAIPROPOSED.1500 TP A TP 2A A ~32 PLAN REF 14034 H-2 GAL TAW L — `�18.7ft CERT . 66849 . 57.3f N ASSESSOR'S MAP- 291-164 0 0 �2' ZONING. RB�� SEE PROF 3\ D B, 1B \ o OF O VERLA Y DIST AP LOT 7 MR STRIPOUT � � \ LOT 5 � ��QS+ , , NOTE 0. ft TOP OF )PALL` �- sy SETBACKS.• 20, 10,�"} PROPOSED 3 BEDROOM FL- 34.4 DAM FLOOD ZONE: "C" N HOUSE T.O.F EL• 35.° G PROPOSED S..AS. o I g CA PANEL NUMBER. PANEL NUMBER. FIELD J 32 . _ -•� DATED.- DATED.• "lk 14.7ft y 2.6o` SITE PLAN OF LAND o !I 36 F ' 7YJP of WALL �� LOCATED ATt L EL 34.4 \ 69 COUNTY SEAT ROAD w `38 , /` \ \ HYANNIS, MA p' LOT 8 �; \ 0 17803tsq.fL 30 \ log, FND. vV } CB PREPARED FOR. s FM. / I i oo�, 156.26 28 JOE CLANCY 1B LOT WRE/ FENCE J zs s' s82-56'50"W s SEPTEMBER 15, .2008 LOT 14 CB FA / 2e REV 36 30 34 o►� or rf-�"5�� ®. REV. r�L» O��a 0�'STcgFp CSG� REV 24.2' Me3 EOW 4 am PR SY o PSTEPHEN E°W25 J. YANKEE LAND ' SUR VE'Y 24.4 a DOYLE LOT 15 EOWo 24.4' \ ® �37^r° 0 CO.I INC. GRAPHIC SCALEG 30 15 30 60 0 EAT AL EOIP#1 / S 87 03-08 \ A , 25z' ®�`V V U4\��®4e MARSTONS MILLS, HA02648 �.J�� p a TEL• 508—42B—0055 FAX 508—420-5553 1 inch = 30 ft. OTTLAND FLAGS BY ENSR CONSULTING" ` SHEET 1 OF 2 JOB # 54436 JF EL.=_3_5. 0' TOP OF FYI UNDA770N , r� 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P.VC MIN. PIWH 118 PER FT. NOTE: REMOVE ALL UNSUITABLE MATERIAL FIVE FEET AROUND S.A.S. FIN. 34f DOWN TO THE "Cl" HORIZON AND REPLACE NTH BMA% , , / / / CONCRETE COVER CLEAN GRANULAR SAND PER 310 CMR 15.255 (3). B 3fAX % '/ 6. / / i /✓ / / FIN. 34-1 4" SCHEDULE 40 PVC RISER II/IlllllllUllllllll lllllllllllll llllllllllllllllllllllllllllllllllllllllllllillllllllll 1� � 15' HORIZONTAL FLOW LINE GEOTEXTILE FABRICK EL 32.57BVVE ' NO BREAKOUT 10" 33.2 7 1MIN. 14"1 —2 0' INV �o� gea EL. - - LEVEL- -- BC INVERT , INVERT 6" SUMP 32.02' aDOUBLE WASHED 3/4" TOP 1H 1/2" STONE , DVVERT , EL.= 32. 72 , DvvERT , o om EL 31.42 EL.= 32..97 EL —`34-42 EL.=32 22 TOTAL FIELD LENGTH = 20.0' DISTRIBUTION NO. of FIELDS = 1 —15��__GALLONS BOX NO. OF DISTRIBUTION LINES = 3 5' 10.4 PROPOSED SEPTIC C TANK K TO BE WATER TESTED LENGTH OF DISTRIBUTION LINES. = 19.5' IF MORE THAN ONE OUTLET DIST. LINES LAID GROUND WATER EL 26.42' PROFILE OF AND SET ON 6" STONE TO EL. 31.92 0.005 0PE BOTTOM TEST PIT EL. 21.0' SEWAGE DISPOSAL SYSTEM GEOTEXTILE FABRICK NOT TO SCALE ADJ. GROUND WATER o B m4� ° MAX °�Ada TP# P TP#1 P 11428 WELL — ATW 230 MAX_ TP#2 P# 11428_ 3 1142E ZONE - D s" EFFECTIVE DEPTH OF o # ------ ADJUSTMENT = 4.5' DOUBLE WASHED 3 4" TO 1-1/2" STONE PERC <2 M/INCH PERC <2 M/INCH PERC <2 M/INCH EL. 32.2' 0 EL. 32.2' 0 EL. 32.2' 0' TOTAL FIELD WIDTH = 22,5' + SL A SL A SL S .S. FIELD END VIEW , =' .A 4w 10 32 B» 10 8" A LS 32 10 YR32 8" B 10 YR 516 36" (EL. 29.2) B 10 YR 51 s 36" (EL. 29.2) B 10 YR 516 40" (EL. 28.2) MED SAND ME'D SAND a� TO -10 YR5 8 72 CI I0 GYR 5 8 60 C F SAND 120" RED 7V MED C2 To 22.2 F7NE SAND F7NE SAND C2 , 10YR46 120" 10YR4s 120 EL. 22.2 EL. 22.2 SOIL TEST DONE BY STEPHEN J DOYE PL ,, CSE DATE OF SOIL TEST 08/11/06 WITNESSED BY: :. -- _-- DONALD DESMARAIS Design- Data: Three Bedrooms = 3 X 110 gpd = 330 gpd Required Flow GENERAL NOTES Tp#1B p# _I_2_342_ No Garbage Disposal Allowed PERC <2 M/INCH Use: Field Design 201 x 22.5'W x 0.5' Eff/Dep th 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EL 31.0' TITLE 5 AND THE TOWN OF BARNSTABLE____ RULES AND 0' (20 x ,22.5) x 0. 74 = 333 gpd Total Design Flow REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A SL 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 11 10 YR 3/2 j�®� WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" B LS �' 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 10 YR 510 DAVID �c> WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 27" (EL 28.75) MEDIUM SAND A � B. � � 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE C1 10 YR 5/8 MASON m USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. WITH GRA VEL - — — —ADJ HIGH .H2O EL. 26.42 v 9 No 106 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTERED IN PLACE. �^ — H2O- EL. 21.92 s 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 120" 0, 6 UTILITIES SHOWN ARE APPROXI V ON CONTRACTOR EL. 21 MATE ONLY, EXCA ATI IS TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL TEST DONE BY DAVID MASON , RS. PRIOR TO COMMENCING WORK ON SITE. x+i 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS DATE OF SOIL TEST OB/19/08 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. WITNESSED BY: DA VID STANTON SHEET 2 OF 2 JOB NUMBER_ 54436 ______ u l _ S ` Y ' - MOK DETECTORS REVIEWED Q BARNSTAB LE BUILDING DATE ------------ IRE DEPARTMENT . DATE N A T R E S _ H StG A RED FOR PE------ RE_,_ ..,..._. ._ ,.._: ,_.,:,., :.___.._ . _ . MITT _ - ii ll _ V _ W 1 ' 1 [ CARBON MONOXIDE ALA AMA I1STBEINSTAUfopgt T 'ill l I MA SSACHllSE FED TTS 81t i cv _ o o - �c 0 P� w FROND" ELEVATION � Z 11 1 � ■ � SCALE- 1/4 — 1 _0it T J — Z, _. _ µ _ - _ - lu p 7 H 4 N -_,.__._.............�.._.-. S Q _- - tY U-i > o � Lu Lua 1 E t } F 777,,, 7 o LLL ., ..,.: .rs ,�✓».. ., art:, ,. r«.,-. , ..--., zit._:: r-;,?;,e rv,;,. +i�td '," rc .'� .'�"p:. r :{.si i.. '�.?'fv�µ`ti' 3f:• `'S#' 4."+6. 51-IFFY 1 OF 5 REAR ELEVATION IT SC i LE: 1/^^" '0 I JOB: 0816 DRAWN BY: KW DATE: q/15/08 ��u((��] r w 12 FM V CA El 0 Q o u:.w LEFT ELEVATION w Z SCALE: 1/4 i _0' a co T - o ,x w a � w 3 x8 8M r (OX6 PT POST l..1.1 SPEET 2 F O 5 -RIGHT ELEVATION SCALE: 1/4 V-011 JOB- 081(0 DRANK BY: KN DATE: q✓15/08 e LT Lf) a lo 44-0" '- 11 , 11 u 1 1 , n -10 oil -3 8 -b W 10 -N co to m m '� q t _x `1 _x 0 Xco to to 01 V h N N �C i u N m N 3 —q w 2 all x N N N o w v— 36 � J o o L SNO R , i I i ff i I i , , I i i i i { : ow 2(p co g 1 n u , r_ i „ € I 10 6 5 8 1/2 121-2 k � r i i BATH F m K1 C1-EEN r 13AT'}-I "I" DINING x. MASTER _ o t - VINYL N EGK i - TILE m I OAK N _ BEDROOM , - i GA i I RPET m 1 i f I i r ; I O 1 i i { ( � i i i I t 1 i< i x 1 i � 2446 Lo , i t 1 REF. � 1 1 , I — 1 1 € LINEN $ 0 1/8 X 56 /$ ['T o V1 2 a i/2 LVL s ABOVE FLUSH ....: Q 6Q _�^ „ 2 a 10 0 o PULL 2 € o ' GO 2 - I DOWN i v :; � ap cr) STAIRS t { DN 5 - t 2446 ,, , 11 m 30 1/8 x 56 ,7/8 f , 2 2 2446 1 a „ ' o a 17 -3 3 5 10 -7 10'-61 30 1/8 x 56 7/$ 6 ao — UYIN , C" _ _ — SLOPED -� _ � _ OAK FLOOR s C4 v Q .. BEDROOM # E: o CARPET - � BEDROOM #2 2446 2 ;- co CARPET { a 30 i 8"x 56 7/8" : 2 5' Q Z> V 3 W }� (4)'11 7/8 LVL s ABOVE FLUSH 5 - - - - ti ,.. . i i „ W ao 4 —3 1/2 € x o J O MULLED - m - - co co to 1 n 4 -4` 1/2 6x6 PT P05 co r N h to to ,o t NOTE: o x _x `x m = � x ►� � SHEAR WALL COMPLIANCE. � CONTRACTOR TO REFER `t ao m � � cdv x v � N \ _ �� (QV p N TO WFCM 110 X 8 AND p s o W= 30% OF EACH WALL RUN CHECKLIST FOR `ADDITIONAL N N - cn VERTICAL SHEATHING WiTN HIGH" WIND TECHNIQUES _ t Sd NAILS 3" EDGE/12" FIELD SHEET 3.0F 5 RELATED TO THIS PLAN � „ `, 4 16d NAILS PER FT BOTTOM PLATE -0 -61 4 -21 121_411 51-611 ( � �- 0 -011 0 L= 15% OF EACH WALL RUN /� VERTICAL SHEATHING WIT'-i 221-011 22'-0° 8d NAILS 3" EDGE/12" FIELD 1 11 (4)16d NAILS PER FT BOTTOM PLATE 44 0 FIRST' FLOOR ' PL.AN SCALE: 114" = 1'-011 JOB: 081(o DRAWN BY: KW DATE: 9/15/08 44 -0 V 1 2 -51113 q 5 4 3 -6 • 1_ u I BULKHEAD 10 0 L DOOR 6 — — _ - _ _ _ ^ _I L — -- -------------- --- - - - V1 777 77 - - - - - - - r - - - - - - - - - - — - - — - - - - _ — f t 8x7-q CONCRETE WALLS 10 x16 , IN OU5 FOOTING NG 0 _ v r, I ^' O - .. I I I 2x10 PT GIRDER x4 P.T. POST ALV. METAL POST ANGH I ,.;., ll 1 .... I it r a _1 � `u 1 u 1 u 1 u n a 1 5 -6 5 -6 (o -4 6 -4, 6 —4 6 -4 6 —4 i 12 50N0 TUBE PIER TYP. _ o 1 I r LL1 — Ln "I r / 4 / r , � r rr , r r r ,, / / �-- //; ram✓r/, r, ,� �,r. , r f // ---------------- 77 :A � , r .• . t W /. r / r, f I PKT ,�, . r , / r / / PP, i , 3 2xi0 GIRDERco " , N 3 1/2 DIA STEEL COLUMN •. a a u 0 30 x30 xi2 ,CONCRETE PAD I ;•.; o � - I - i N — - I N FU LL LL 1 I BASEMENT VAPOR BARRIER fa U ----- U f CONE SLAB I Z — N ' x x -- ,. I-- ----1 Ltt n . ....... .. . I ' Y — 1 I 0 n In I I Ex7-q CONCRETE WALLS a a U� 16 CONTINUOUS ` IN x T FOOT IN I — . I r /... , UP 1 L - I Al — — — — — — — --- 6x6 P.T. POST GALV.- METAL P05T ANCHOR o 12" "SONO'TUBE" PIER TYP. U NOTE u 5/8 ANCHOR BOLTS 6- EMBEDDED 7" SPACED 5q" O.C. 12 FROM CORNERS 16 0 2s -o WASHERS 3 x3 xl/4 lollSHEET 4 OF 5 441-011 FOUNDATION PLAN SCALE: 114" V-011 JOB: 0816 DRAWN SY: KW DATE: 9/15/08 � i u 1 V 1 _ 0 r w v - w RIDGE VENTS �9 a O BUILD OVER" VALLEYS RIGID WIND. WASH BARRIER REQUIRED . V AT EXTERIOR EDGE OF EXTERIOR WALL TOP PLATE 1J GT s @ 16-O.C: 1 TYP, ROOF G k 2x10 s @ 16" O.G. �J Ito s : A �518n PLYWOOD SHEATHING/EA?RING/ 12 ASPHALT SHINGLES 7 h 0 P LT INGLE u ` r BLOCKING 4'-0 O.C. "HURRICANE CLIPa. iN'FIRST TWD JcUIST AT AL FASTENERS L BAYS FROM GABLE-WALL R30 F. i S G. N UL. RAFTER / TOP PLATE O JUNCTIONS'TYP. CLIP BEAM TOP TO CONFORM r a r a 2x8 s @ 16 O.G. 8 @ ,j TO S 2x s i6 O.C. RAFTER TAIL TYP_ EAVES u r , L s a r (2) q 1/2 VL 4 ii 7/8 LVL s lx8 FASCIA'/ ix4 SECOND MEMBER C ) 1x3 STRAPPING 5 STUDS EA END CONTINUOUS VENTING SOFFIT 1/2rr BOARD P A O V 1 Y . , ? ;ALUM. GUTTER * D.S. SOLID BLOCKING,TO ;s - OFOUNDATION _ 1x8 FFRIEZE BD. W/ BED MOULDING - , co 0 TYP, EXTERIOR WALL .F ED i nn c0 2x4 EXT. 412 5/8 STUDS 0 ibr O.G./ 6r r R13 F.G. IN SU L./ , -1/2 PLYWOOD SNEATI-{ISHEATHING/ 3/4 T4G CUSS SU 8FLOG R , TYVEK WRAP/W.C. SHINGLES NAI ED GLUED TO J015T 2x10's IWO.0 2x10's @_12"O.C. L 3 10 s z — - — — O 2x GIRT \SLA5 GIRT _. ._ _ —1 �_ -- — — . ,..: 3 1/2 LALLY COLUMN i i_i l f_I I 1 , •. COLUMN - TYP. FOUNDATION WALL P.T. SILL ANCHORED 5q" O.C. 8 x7-q" CONCRETE „ V 3 1/2 CO DAM 00 Q - P PROOF BELOW GRADE 6 MIL VA nn// n a7 10 x16 CONTINUOUS FOOTING .. - 1— _ U w NOTE: 5/8 ANCHOR BOLTS .� Q � EMBEDDED 7" 3011 1Y lU SPACED 59" O.C. 28 -0 r tL 4 -0 (s) 12" FROM CORNERS Z u WASHERS 3u x3 xt/4u }— Q Z S ECT I ON Lu O scaLE. 1/4" - V_orr U SHEET 5 OF 5 JOB: 081(o DRAWN BY: KW DATE: q/15/08