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0039 MAIN ST./RTE 6A(W.BARN.)
UPC 12543 Now coNSv� HASTINGS, MN �ppINE Tp Town of Barnstable ' Regulatory Services BARNSTABLE. ' MASS. Building Division i ' pTED Mpy p, 200 Main Street,Hyannis,MA 02601 ! Office: 508-862-4038 Fax: 508-790-6230 I Inspection Correction Notice Type of Inspection 5.0 ti o s Location 3 P 71 5 7- Permit Number o 1 Owner Builder One notice to remain on job site, one notice on file in Building Department. O 135 E,v v� The following items nec*er-reeting: �S liar' So�i -JS _ [= ✓c fJ �fG y c. V&f tic z--;-s — C�K To c L i �0A 7 J_ �Q Please call: 508-8-62�j 8 fWre4aspeEtim. Inspected by Date `�/ eA `� (On Sq Don a� To qxq Pf 'LA O 80 Sic S . (Nol` L/ XVO� , L5 .€lld 91 dd9�trl0 'A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `: l 2 Parcel Hipp io # Health Division Date Issued L Conservation Division Application Fee vp Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board }�U Historic - OKH _ Preservation / Hyannis Project Street Address ��l M S-�V\ S I Village- VV6 i (faro-5 loik. , Owner: f�(JL frgr� �ei l Address .Telephone 1)q 7�-6(46 'Permit Request I`�X 50 Square feet: 1 st floor: existing QCb proposed 2nd floor: existing%_proposed Total new Zoning District e Flood Plain 1�C) Groundwater Overlay Project Valuatior>` ,aw.do Construction Type Wd A y-vmq� VT kCA<, r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �LS r fi _ Historic House: ❑Yes dNo On Old King's Highway: O'Yes ❑ No Basement Type: &Fctull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) I00+ or- Number of Baths: Full: existing �•, new Half: existing new d � Number of Bedrooms: �-q existing _new ® r Z Total Room Count (not including baths): existing new First Floor Room Coin Heat Type and Fuel: ❑ Gas ❑ Oil ErElectric ❑ Other Central Air: O(es ❑ No Fireplaces: Existing New Existing woo /coal stove: 0'es ❑'No Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: 0 existing�b 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 36�i�`` �.. ��1�� h Telephone Number )7 Y436-- UOCL Address 11! License # ��• MR4&epl t , t �: �' �{, Home Improvement Contractor# 15-Ty U Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �yCJI �f�S I� Swn�a.lr 1, M di SIGNATURE DATE FOR OFFICIAL USE ONLY !� APPLICATION# _DATE ISSUED_ t; MAP/PARCEL NO. !� ADDRESS VILLAGE OWNER DATE OF INSPECTION: r MNDATIONL,4o' t_jz FRAME _:INSULATION"_- j FIREPLACE ELECTRICAL: : ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' _ KII FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services Thomas F. Geiler,Director 3• Building Division . Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 a� PLAN REVIEW � �� a/8 3� Owner. (0 /U Map/Parcel: Z 66 7 Project Address 3 V 41a S� �� Builder: `7O4e—P# The following items were noted on reviewing: t_ �X�rT T f3C c ZPTe=A sc�r-7r n,y 3 ligGoN/1`-L /x/9-GINS ��Q��i-��t� �i�'dOlti PEW r0 -PC) Do c—A C E Pt nA- �o too C Reviewed by: - Date: Q:Forms:Plnrvw r The Commonwealth of Massachusetis Department of IndustridAccidenis Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): I;C12V, Address: A44keee. mct . City/State/Zip: e Mci, Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6 New construction 2.. . I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers'comp. insurance comp.insurance. � required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4)�and we have no _— C employees. o 13.workers' ❑ Other �=ALacR'— comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contactors 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 isproviding workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 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$1,50.0.00 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 certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: — 1_ 9-of t'l Phone#: Official use only. Do not write in this area,to be completed by city or town ofj`zciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/'Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: -Information and Instructions , Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance.. requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 washiD.gton street Boston,MA 0211I TO.#617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www_mass_govfdia i r Town n of Barnstat (e _ Reguhtory Service s 110mm P-Ceffer,btrfttmr Buff ag Myfloll Tara?",Rnsaiag Co�nieaia x 200 Main.Sty 1bsrmia.MA 02E I `, w�sw.t�a�.bArm�ble,.ma.ne . Office: 508-8624038 ' Fes: 508-794-62,3 P Property Owner Mu: t Complete and Sign This c --ction If Using A B Met � ��L_"� ► ,as 0% of the subj®ct property hereoy antb ozize _ J�c,s�T�` (' & 11a act on my b eb,; f, i - !a all=tb=-td& ve'tom-WoA mt&o6Ycd by this budding p.m it (Axidress of job) **Pool f6nces and alamu are the responsibilit, -of.the applicant. Pools are not to be filled or utilized befpre fence is inF :ailed and ail final inspections are perfbtmed and accepted, r _ tt pf Owner ' Signature of, pplicant priat Na-me _ i I Date Q�O�� kS 6120iz ' 5 �N ��V I )' C' �, i ,� r'��r (fnnrtru•rttrrctr�(�c,�Flir.f9u��rr.1P//; ` Ofrrce of Consumer Affairs S Business Regulation SOME IMPROVEMENT CONTRACTOR Type: eegistration: 159476 xpiration: 4/3W014 Individual y_ JOSEPH GALLANT JOSEPH GALLANT 7664 CURRIER RD. LOUDAN,NH 03307 Undersecretary t Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supers iatr Spccialh License: CSSL-099702 JOSEPH E GALLANT. 7664 CURRIER ROAD, 1 LOUDON NH 03307 ' f j7 J.•G.-- rf tt�t' Expiration Commissioner 08/18/2014 OSHA 600279143 U.S.Department of labor Occupational Safety and Health Administration Joseph Gallant has successfully completed a 30-hour Occupational Safety and Health Training Course in Construction Safety&Health n _ 5/12/2008 (Trainer) (Date) f nn i I I f �,� 3q ��� S 1, ��, �9rv►Si�►b�e r Dec1C '>i-ze KOO (41t Q�e55ure T��;�� w lv W,, ec �nac1S X� yip s its"oc g r 2�eval�un = �� • �X(o tc,��.vw,� ho N � Y cn �c�c,n� F�e OI Surtq j�k peen;n�S _ u 3e1 w�er� ale raiy.. �ecK�nS l�Q � 3fo W1 cQr('i ?e, �Dt 5 iu R61\ X 40 loM R�L ff d House vurT� lVew lVX36" kcK l.cdyecc �ov1•j`� L2ds2r QCLir S�ic�K 0 o Double LAgS • `� � ° r�Na�e�s fir /.1Xl�r► SviS�S Ic�QI���eG� S e i (3 ScK FcaM 1 �S �eel (f3e5+� S4.c11 8e Sei b�cK Fcow� t�c4. •edge �AP(�coac 1 Ftroi Psis saq�\ b� n� Noce j�.an '7 Fees l�ejween ��cl�• aew� N��,g�n �l X(o POSI s a� c� to CC d� cc o n� OL �. r'4 w l i I 'Ol vo� FiRRi5 STABI Tr,NIN CLERK 01/23/2014 09:45 5085399179 JOE GALL. NT PAGE 01 .. Lr_!14 MAR 4 A],s i 56 Barnstable old wings Highway His ox is District Committee s 200 Maio Street,Hyannis,MA,02601, TEL: 508-862-4787 Fax 508.8624784 KARL e a ' APPLtCATIoN,) C]ERTI IcATE of APPROPRUNENESS Applicatiorde hereby made,with tive(5)eau;plete sets,for the issuance of a Cert; ic'de of Appropxiatenassonder Section 6 of chaptcr 470,Acts and Resolves,of Massachast tts; 1973,for proposed work as described b low and'on plans,drawings,of photo"hs arcompaayi:ag this applloation for. Check aU categorrtec dhatp, ri co�ast�—cti-r�: ❑New . ❑ Addition U Altc Ution 2. "type of Build ❑ House ❑ Gamp/barn ❑ Site ❑ Cormz�®rcial �Otlhez 3. E&tg uEmzoaf ❑ new roof d color/material change, ,f trim,siding,window,door 4, Si; Q New Sign ❑ Existiaag Sign L l Repainting Existing Sign 5. Structare: Feace (.7 Wa�.il [I Flagpole ❑ Retain ig wall C] Tennis court El Other 6. Pool ❑ swimmins ® OdiQr man-made poc ❑ Solar panels � Other VCi` , Type or Print Legibly: Date None•Al!APPSOMM Rani b0 s!g►Wd by*e current ow►ltr Owner(PAut): F dt,1a4 ' �� 1 Tslephm #: 71 y�- 4� Address of Proposed WorlL i�1 5r�� i Vil)ag efj•, �•uo� R'A Lot#!Leh, _fir. MaiPing Address(if dif^—__) C Owner's Signature - _ .Description of Propose orla Oive particulars of work to be done:�L� Souk.IFasi Slot oS130tsa roa_lin Q. Agent or 0mttactvr(print): _Tg 5� I c n t Telephone#: Address: 5' S u t ee t 1 4A- Contraotor/Agent'sigmmra, For committee use Only. Tlhlt Ce -tiflcate b hereby 'PROV}ED/OMM9 Date � � .i�- 1 mesmb rs signpttays APPROVE®. FEB 12 2014 Old Kin g's Highway Committee • 1 Q:'BaardjQltd doo CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 Copies Foundation Type: (Max. 12"exposed) (material-brick/cement, other) Siding Type: Clapboard_ shingle K other Material: red cedar white cedar other Color: Chimney Material: None- Color: RoofMateriaL (make& style) AWAA\T S11it\cles Color: (,-Cey Roof Pitch(s): (7/12 minimum) l(1 (specify on plans for new buildings, major additions) Window and door trim material: wood— other material, specify Size of comerboards [AZ size of casings(1 X 4 min.) l XS color Rakes Ist member IXW _2°d member 1 Depth of overhang Lp�� Window: (make/model) i' AJec'S,n material VjnN( i-L J color 8rowA (Provide window schedule on plan for new buildings, major additions) Window grills (please check all that apply_: true divided lights_ exterior glued grills_ grills between glass_removable interior None Door style and make: ATr�Vw• material u xud Color: Qrowrn Garage Door,Style Size of opening R"�'Material wJ Color wk,;le, Shutter Type/Style/Material: Wo i\q, Color: GutterType/Material: iPrl.,,r,�,� Color: (3ro;.a,n Deck material: wood?T other material, specify Color: Skylight,type/make/modeV: material Color: Size: Sign size: Type/Materials: Colo P / n I P V C.) -� Fence Type(max 6' ) Style mateMCE+ATE+D Color: Retaining wall: Material: IAA! 2A 11114 Townnf RamSjahlp Old King's Highway Lighting,freestanding on buildin illuminating sign Committee GROW 1V-1 OTHER INFORMATION: THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,lamp posts e Signed: (plan preparer) Print Name O:IBoards and Commissions101d Kings Highwa5A0KHApplicationslOK/i 2011 Cer!Approprialeness.doc Town of Barnstable Geographic Information.System January 28,2014 1t2o02 112003 00 00 136003 #u Sandwich 112= O$11 339�: O,p Ow�p pD LKottoot tv 52 o t11022 134004 010 0,134 ' 0 P 111010 027 Q1111110090011-1^ 111041 111011003 r90 10 30 � 00 00 O IPA 111001 111011004 866 Q 111OD5001 111008002 111011005 111020 025 10106k �/ iT104007 2 74 Fftt 'ss00o9 roe 0133 DISCLAIMERS:This map Is for planning purposes orgy. It Is not adequate for legal Map:112 Parcel:004 boundary determination or regulatory Interpretation. Enlargements beyond a state of Owner.ONEIL,EDWARD J&JUDY L Total Assessed Value:$528300 Selected Parcel VOW may not meet established map accuracy standards.The parcel lines an this map yy E are only graphic representstlons of Assessors tax parcels.They are not true property Co-Owner. Acreage:1.06 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:39 MAIN STJRTE 6A(W.BARN.) such as bugaV locations. Buffer ,f '-v J E ' L 0. A � - r - •tit �s',' -• •' � '�� .� " . i r RECEMD JAN 2 4 Y014 G'rR,®WTHMANAGEMEN`i' Qs�SSre 14 kiR evs W 10 Nqn cf- f\Q:AS F I � N-1< �,r4 rr r APPROVE® FEB 12 2014 Town of Barnstable Old King's Highway Committee ( {?,xj i 50A 10k(�3 4{ _ 4 � � i i e;� �Oi1') to R{r-\ zc":ZA .c�n .2x ` 3u T !4 p� I / 0 0 N d i • m 26 /0 2 _ 26 m N� r i N AO c � -T" 'L o �j,Iti r i 3 cvV -� cor� 4 . , .. �o�ti..►�tiT�otiJ G��n�I�artirn_..i On the basis of my knowledge, information and ba? ief, I certify to Ta A/ of 8R2�t/sTiaC3L6 titJ�ST pa 0 y, r I L� that as a result of a survey made on the ground on G Z5 e6, I find that: JL)O ilhe structures) are located on the site as shown. The title lines and lines of occupation of the wM' M wt`�'wl��• . AShG ,�N site are as shoi•,ni hereon. Y col Noy !"� -n^OuT4 Md.,>. The site is situated in Flood gone Non-,Vaa C" Community Panel No.z5000i oo/ic Date: B 9/85 Date: M. No. 19771 William ML. ldarwick,ILLS `�����0 FC/S.TI TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION " Map Parcelooq li i n Health'Division Date Issued c� Conservation Division Application Fee v Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis �l(, Project Street Address Village R.,a J Owne Address o t Telephone 0 171 3 3 Z ^ i 4 Permit Request �h. / o�+ f(d so E: A (�. g,lrr-cb 4- -L�t_0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3 . ' _�Construction Type_A\4egA'T, ^' Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JV Two Family ❑ Multi-Family (# units) Age of Existing Structure _ �7 Historic House: ❑Yes �!(No On Old King's Highway: VYes ❑ No Basement Type: Jk Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) PJ lAt_ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 0J /9 new Half: existing /" —new = Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: id Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ZNo 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: CID Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X No If yes, site plan review# � Current Use Proposed Use = ~� APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name ' 1,) tgot(L-- Telephone Number ,�bv'•�C��- (� Address ZS 41)0.v u 2 _ License # Home improvement Contractor# i �► - Worker's Compensation # a' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,-v g_ — t ev�pJ SIGNATURE Vi DATE S- 10 s : FOR OFFICIAL USE ONLY APPLICATION# ' t. ,DATE ISSUED;.��-t,rt MAP/PARCEL NO..:_ ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FRAME INSULATION:_:`. c ;f ?' FIREPLACE ELECTRICAL: ROUGH FINAL c PLUMBING: ROUGH FINAL ;GAS TROUGH=7, FINAL'. ' :FINAL BUILDING naPF DATE CLOSED OUT ASSOCIATION PLAN NO: -`.` The Commonwealth of Massachusetts PnnfYForm "`` Department of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 ;• Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual): ASTRUM SOLAR Address: #15 AVENUE E City/State/Zip HOPKINTON, MA G1748 Phone#:. 508-208-5614 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 15 4. 0: 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 0 New construction 2.0 i am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g. Demolition workin for.me in an capacity. employees and have workers' $ Y P tY 9. Buildingaddition [No workers'comp.insurance comp. insurance.: required'.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.0 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.E].Roof repairs insurance required.}: c. 152,§1(4),and we have no SOLAR PV employees. [No workers' 13. Other 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: INSPERITY INC,1900 CRESCENT SPRINGS DRIVE, KINGWOOD,TX 77339 Policy#or Self-ins.Lic.#: C47026878 Expiration Date: 10/01/2012 Job Site Address: 3 7�J9r�✓�I�?L/ • City/State/Zip: Q.J W/C' Attach a co of the workers'compensation policy declaration page(showing the policy number and expiration date).G'2�6 PY P P Y p g ( g P Y P 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 certifyoder the painsjan enalties o er'u that the in ormation provided ab ve is true and Corr Si afore: - - - --— �- - Date2-- Phone w Official use only. Do not write in this area,to be completed by city or town ofiiciaL 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#: ACORD.7 CERTIFICATE OF LIABILITY INSURANCE C66TEVAV °10/03/20011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION LOCKTON COMPANIES, LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5847 SAN FELIPE, SUITE 320 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR HOUSTON, Tx 77057 ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:Indemnity Insurance Co. of North America INSPERITY, INC. 19001 CRESCENT SPRINGS DRIVE INSURER B: KINGWOOD, TX 77339 INSURERC: * SEE BELOW INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I SR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO HEN I $ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ WC $ A WORKERS COMPENSATION AND C47026878 10/01/2011 10/01/2012 X TORYLIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Des describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS * ASTRUM SOLAR, INC. (2906800) IS INCLUDED FOR COVERAGE THROUGH ENDORSEMENT FOR ALL EMPLOYEES UNDER CLIENT SERVICE AGREEMENT. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. For Informational Purposes Only XXXXXXXX - AUTHORIZED REPRESENTATIVE XXXXXXXX, MD XXXXX Page 1 of 1 ACORD 25(2001/08) ©ACORD CORPORATION 1988 91te -Commv~eaa 0/ Office of Consumer Affairs and Business Regulation * : 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration a Registration: 168228 - _ Type: Supplement Card ASTRUM SOLAR INC. _ = I Expiration: 1/19/2013 JAMES STALLONE 8955 HENKELS LANE STE 508 - ANNAPOLIS, MD 20701 Update Address and return card.Mark reason for change. ❑ Address ❑ Renewal ❑ Employment 0 Lost Card DPS-CAI Co 50M-04/04-G1012160O ✓fte '(Domvrrea�uuealCf a�✓UCcr�oac�Lu6e�26 Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration:'.168228 Type: 10 Park Plaza-Suite 5170 IOU Expiration: 1 j gj2013, Supplement Card Boston,MA 02116 p - _ I) ASTRUM SOLAR INb. JAMES STALLONE 8955 HENKELS LANE'STE508 7� - ANNAPOLIS, MD 20701, = Undersecretary Not valid without signature fMassachusefts-'Depart.r�ihtofO-ub lic tafety Board of BUilding Regulations and Standards +('un+[rgctiy,n'Snii�r,+nui•, ;,License:CS-062949 C'�j :,, JAMES V STAI ONE SI PURCHASI ST r MILFORD*A 017Illy" 'Expiration Comrg ssioner, 01/O8/20.14 Unrestricted-'Buildings of:any use group which contain less than 35,000 cubic feet(991 th3)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For OPS Licensing information visit: +6ww.Mass.Gov/DPS I . z _ r I Barnstable Old Kings Highway Historic District Committee 1 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470.Acts and Resolves of Massachusetts, 1973,for proposed work'as described below and on plans,drawings,or photogr4hs accompanying this application for: —1 Check aU categories that apply; c L Building construction: El New - 11 Addition ❑ AIteration j 2. T e of Buildin : ❑ House v yp g Garage/barn ❑ Shed � Commercial El 3. Exterior Painting,roof ❑ new roof ❑ color/material change,of trim,siding,window,door ; n 4. Sian: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑Retaining wall ❑.Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool XSolarpanels ❑ Other Type or Print Legibly: Date i NOTE ARapplirations must be signed by the current owner i 1 Owner(print): r 0` i?I Telephone#: "- 2— Address of Proposed Work: ' Villa a Map Lot ff 3 Mailing Address(if different) 9 2 Lf� 11.6 Owner's Signature Dpoeoption of ropes We : Give p icu ars of work to be done: y� i t ` enT Agent or Coritractor(print): r Telephone M CC)trl— �� y : Address: A un.o U (L 4nr d ,J14 r 17t� i Contractor/Agent'signature: i For committee use only. This Certificate is hereby APPR�, VE"ENIOED D Date Members signatures RECE � I MAy o 4.20�2 0�"�xM�N�4UL i APPROVED Town of Barnstable Old Kingt Highway j QMoards and CmunlsslonAOld Kings HighivaAOKHApplicarlonAOKH DRAFT 2011 Cent Appropriareness DRAFT doc Committee i i f , 5. SIGNS Diagram of sign,showing graphics,size,design and height of post,color and materials. Spec sheet. Site Plan on a GIS map or mortgage survey,OR photographs OR to-scale sketch of building elevation showing location of proposed sign;and any tree to be removed near a freestanding sign. Fee according to schedule. 6. SOLAR PANELS ✓ Drawing of location of panels on house showing roof and panel dimensions. c%Site plan showing location of building on property. (Assessors map may be submitted) t/�eight of solar panel above the roof. RECEIVED of panels -- --— - - -- --- Finish(matt o glossy MAY 0 4 2012 7. FOR LIST OF ABUTTERS: PLEASE SEE OKH STAFF GROWTH MA"1AOL!:':1,NT SIGNED (plan prep arer) b G + Print `. , �' 6 Date: Tel.Phone no's: ''c�� NOTE The Old Kings Highway Historic District Committee MAY DENY INCOMPLETE APPLICATIONS ATTENDANCE AT MEETINGS: If the applicant or his/her representative is not present during the hearing is scheduled,the application may be either CONTINUED OR DENIED APPEAL PERIOD APPROVED PLANS PLAN PICK UP There is a ten(10)day appeal period,plus a 4 day waiting period for approved plans from the date the decision is filed with Town Clerk. This is necessary for each Certificate of Appropriateness and/or Certificate for Demolition issued by the Old King's Highway Committee. Plans approved by the Old King's Highway Historic District Committee may be picked up at Growth Management,Regulatory Division,200 Main Street,Hyannis,after expiration of the 14 day"wait"period. If the le day falls on a Saturday,your plans will be available the afternoon of the following business day. DENIALS Applications that are denied may be appealed to the Old Kings Highway Regional Historic District Commission within 10 days of the filing of the decision with the Town Clerk. For more information, see the Bulletin of the Old Kings Highway District Commission. BUILDING PERMITS,OTHER AGENCY CONTACTS In most instances,before commencing work, a Building Permit is required. The Building Division will require a certified plot plan for new construction and/or demolition. Commercial work may require Site Plan approval. Demolitions: the applicant should check with the Building Division as to conformance with Zoning requirements. Other Regulatory Agencies at 200 Main St,Hyannis MA 02601: Building Division 508-8624038 Conservation Division 508-8624093 Health Division 508-8624644 QUESTIONS ABOUT YOUR APPLICATION? PLEASE CALL THE BARNSTABLE OLD KINGS HIGHWAY OFFICE AT 508 862-4787 APPROVED MAY 2 3 2012 s QABoards and ConvnissionMld Kings lligluvayNOK I Applicatiotis\OKH DRAFT 2011 Cert Appropriateness DRAF7:doe Town of Barnstable Old Kings Highway Committee RECEIVED r 41 MAY 04 2012 sold GROWTH MANAGEMENT AST R.UM50L,AR0-�) SEE A SUNNY DAYIN A WHOLE NEW WAY® Edward O'Neil Residence: 39 Main st; West Barnstable, Ma 02668 Solar Panel Design 31'8" S1 89% Edward O'neil f S2 96% 39 Main st S3 97% West Barnstable,Ma 02668 Roof A —_ 16'6" S4 95% Asphalt Shingle S5 90% S6 95% System Size-7.44 MeanSite voldqua ty-1 panels Mean Site quality-1218-94% � Roof A 17 Panels Tilt-33 Azimuth-165 16'6" Site quality-1224-94% Roof B ��_ • Roof A 14 Panels Tilt-33 Azimuth-165 Site quality-1211-93% Nicholas Stephens 3/6/12 Meter Notes: Skylights h in both usable roofs. Summary ESTIMATED ANNUAL PRODUCTION (kWh) SITE QUALITY 9,062 kwh 1 21894% TOTAL SYSTEM SIZE # OF 240 WATT PANELS 7044 31 APPROVE® SITE SURVEYOR: Nicholas Stephens MAY 2 3 2012 3/6/12 Town of Barnstable Oki Kings Highway Committee i Visual of 39 main street from the Driveway. Taken 4/30/12, From roads edge the building is 204' to the NE corner of the garage Mom ' v' ,fir 7Lip + v r -i,i i' 1, �,y" c �f y(• Yi/yr wlh' � 1 _ RECEIVED `�' • :�'�ti�` '` ��• �°�� MAY 0 4 1012 GMVT i I31�'�,.�1A EMENT •�.,I p• - , � �,• } } �,dip_ 9 1 silo=?-' .}" .►:G �•. } �Ai►`as a�v � , �t 0q, .. oi- tiYfi r �•-' i � �"'�1F •.+,,-yy��AL"'µ' •ri.b*���.! „'xtr•RT '�'"4�• J s . •' ..tip y,!' ,yY y r � f. . .g Solar panel on the South facing roof line on both sectionsof q the house. Vw- Visual of .... fir• �� �� i o 4 �� �,,� �� �y ��� .�. -"� , -cy. __t• _ fit.T �.r �',+-.q�Y. 4~{ - - �w.� �A. •f , ' w•jf, fir: :1 W:+�4 ,r h���, !��-q'. � � �1. .. ,?� �.�,� �_� 1 .�j.���� � .��.4.. .� y~ �:1� - i , •Tay '' - Y�.:r � ` '.•Rea ! "{v r �� �- � �I",�'� - `' ' 1',�titt i r°i • Main Street as seen • the corner ofMain StreetiScorton i •, - ` ,p'r+'«`i r. f���Va��jrf�. r �iF•j r, /rN / �,i /'I a��('�^I'.1 , tS k� i'0 MhfQr il,��' 11 i•'�:.' `� `y,l .','mod'-. � ~�1 !'+►�t( q` � �:.. l � ` '4 �a ''°� 't ''' it 7N' �' y11ti � 9'S•{, h vita/, rJ ' All �`` ,� , ,) a,r �v�,, it • 1 ' 1 �t 1 J t'kl e; 77. W � SolarCD panel to be installed on • . Facing • • e C � '° ' � A � tJI mow. O 01 CD Aw jr IV y w rn � _�,� !, ° as • Town of Barnstable Geographic Information System April 27, 2012 112002 #0 S:aost�wv�cfr 112003 #0 112001 -17 112t C �1, �._i f QQ 134004 ,.� #134 111011001 In i t ti-f' ®l� #52 0� 4G t 111022 #10 G 111010 l #27 111008001 0 37 Feet #85 111021 #30 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:112 Parcel:004 Adjacent(Please choose abutter list type) N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Abutter List Type-Default buffer of parcels adjacent to the selected parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map �+ , are only graphir,representations of Assessor's tax parcels. They are not true property Abutters w .- E ,F- , boundaries and do not represent accurate relationships to physical fealwes uu Its&map such as building locations. Buffer ' Mimi APPROVE I� TOP QUALITY M Q I 2 3 ZO1Z - Town of Barnstable Old King's Hlg Committee R.ECETs -171 T) GROV ,3 ,1ANAGEMENT Sunmodule;,`/TM SW 240 poly / version 2.0 and 2.5 Frame World-class quality Qual, 1) Fully-automated production lines and seamless monitoring of the process /f\ �= Safety sl'Ecs�zis and material ensure the quality that the company sets as its benchmark for = , = s C617sted, V q y p y ,wflh,,,,,,a,� IEC 61730 D E Its Sites worldwide. % e' Periodic Inspection aaaaaa2 SolarWorld Plus-Sorting , .,r T'i Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers ( E . •t t. �s modules that have greater than or equal to the nameplate rated power. ` Intertek 25years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in C&S LISTE 105DE the course of 25 years,a significant added value compared to the two-phase Ph.t°] .M °'8'P-1 Made in USA warranties common in the industry. In addition, SolarWorld is offering a product warranty,which has been extended to 10 years.' n accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD www.solarworld.com We turn sunlight into power. RECEIVED 5v'1'NtT01�141L V I6 SunmodUjeO/TM SW 240 poly / version 2.0 and 2.5 Frame GROWTH MANAGEMENT PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 SW 240 SW 240 Maximum power Pm 240 Wp Maximum power Pma. 174.2 Wp Open circuit voltage Von 37.2 V Open circuit voltage Von 33.7 V Maximum power point voltage Vmpp 30.2 V Maximum power point voltage VmPP 27.4 V Short circuit current I1C 8.44A Short circuit current 1�� 6.80 A Maximum power point current ImPP T96 A Maximum power point current ImPP 6.37 A 'STC:1000W/m',25°C,AM 1.5 Mi nor reduction in efficiency under partial load conditions at 25'C:at 200W/m2,95% (+/-3%)ofthe STC efficiency(1000 W/m')is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 46°C Cells per module 60 TC I 0.081%/K Cell type Poly crystalline TC�o -0.37%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TC P -0.45%/K Front tempered glass(EN 12150) mpp Operating temperature -40"Cto8VC Frame Clear anodized aluminum Weight 46.7 Ibs(21.2 kg) IV-curves for SolarWorld sunmodule Plus SW 240 poly at 2VC cell temperature 9 SYSTEM INTEGRATION PARAMETERS 7 Maximum system voltage SC II 1000 V 6 _10M Wpm` -gpp Wlm, Max.system voltage USA NEC 600 V -640 yV7ma Maximum reverse current 16A 400W7m' N u m ber of bypa ss d iode s 3 3 "2W W1.1 UL Maximum Test Load" 45 psf(2.1 kN/mr) --a00 Wfm` IEC Maximum Snow Test Load.. 113 psf(5.4kN/m2) 0 "Please a pply the appropriate factors of safety according to the test standard and local 0 10 20 10 40 building code requirements when designing aPVsystem. ADDITIONAL DATA Power tolerance) -0 Wp/+S Wp J-x4 37.44(951) 1-Box IP65 Connector MC4 11.33(288) Module efficiency 1431% Fire rating(UL 790) Class C 41.30(1050) 0.6 15.3 0.6(15.3) Version 2.5 fra me 65.94 067S) bottom mounting e holes .5(12.61 1.34(34) 0.6 15.3 VERSION 2.0 FRAME VERSION 2.5 FRAME i x4 Compatible with"Top-Down" Compatible with both"Top-Down" 4.20(107)t mounting methods and"Bottom"mounting methods JrGrounding Locations: 46Grounding Locations: 1.2221(33-1) �- 39.at(to0t) - 4 corners ofthe frame 4 corners ofthe frame locations along the length ofthe module in the extended flanget 1)Sunmodules dedicated for the United States and Canada are tested to UL1703 Standard and listed by a third party laboratory.The laboratory mayvary by product and region.Check with your SolarWorld representative to confirm which laboratory has a listing forthe product 2)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). 3)All units provided are imperial.St units provided in parentheses. SolarWorld AG reservesthe rightto make specification changes without notice. Solar world 240 Poly Panel has a clear glass cover that does give it more of a glossy finish STANDARD RAIL L FOOT al I 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 FLANGE NUT 4j- t 6 T, RECEIVED MAY 0A 2012 GROWTH MAN. go . c=� �: r D/d IRONRIDGE Roof Mounts Solar Mounting.Made Simple r " RECEIVED MAY 0 4 2012 GROWT ''. ;".A;^3^EN1EN'P IronRidce Roof • IronRidge Roof Mount System is a reliable,comprehensive,and feature rich the highest quality and photovoltaic mounting solution.Anchored by IronRidge Standard or IronRidge Light rails,our Roof Mount platform includes all of the components necessary fastest s�lstern for • for supporting virtually any commercial or residential roof mount installation, installers. Our custorners regardless of roof type or pitch. appreciate the • found.appearance Mth lronRid.ge rail profiles. IronRidge Standard Rails Less Material,Faster Install,Minimized Risk of Leaks Engineered for longer spans=fewer attachments&penetrations Other roils=Longer install time and greater risk of leaks • . atom IronRidge Standard Rail Engineered profile allows for spans over 13' Cantilever can be 40%of span length \\ r ' aiC�i 3C��iD •. .' Attractive structural design,ideal for residential and commercial applications IronRidge Light Rail Light,cost effective rail system supports spans up to 8' •• Cantilever can be 40%of span length I Splices(Internal) +� Can be installed at same location as an 13i ... attachment Does not require additional attachments to support the splice www.ironridge.com ©Copyright 2011 IronRidge,Inc.All rights reserved. DSRFM0411 1 r r • , /lr IRONRIDGE Roof Mounts Solar Mounting Made Simple Maximum Span Chart: IronRidge Standard Rail IronRidge Light Rail Wind Speed Snow Loads 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 0 psf 10 psf 20 psf 30 psf 40 psf 90 mph 13.5' 12.5 10.5 10.0 9.0 8.5 7.5 8 7 6 5.5 5 100 mph 13.5 12.5 10.5 10.0 9.0 8.5 7.5 8 7 6 5.5 5 110 mph 13 12.5 10.5 10.0 9.0 8.5 7.5 1.6 7 6 5.5 5 120 mph 12 12 10.5 10.0 9.0 8.5 7.5 7 7 6 5.5 5 130 mph 11 11 10.5 10.0 9.0 8.5 7.5 6.5 6.5 6 5.5 5 140 mph 10 10 10 9.5 9.0 8.5 7.5 6 6 6 5.5 5 150 mph 9.6 9.5 9.5 9.5 8.5 8 7.5 5.5 5.5 5.5 5.5 5 Roof Zone 1,Flush Mount Only Building mean roof height=30' *For more information visit www.ironridge.com to Slope=6"/ft. Clearance between roof and rail:2" download certification letters,installation guides, Exposure category B End Cant Span:40%(adj.interior span) and to use our roof mount configuration software. Module length:77" Middle 1/3 span rail splice not permitted Attachments Clamps Adjustable L feet(4 pack kits) Panel Sizes 1.22"to 2.30" Adjustable tilt leg kits(5°to 45°) Mid clamps(require only Flush mount aluminum standoffs 1/4"between panels) (3';4",6"1 7") Mid clamps available in hex TT •Tilt steel standoffs (4",6") or t-bolt All hardware stainless steel End Caps L Wire Clips Protect against debris while \ providing a finished look for Accommodate up to eight 6mm panel both standard and light rails wires or an Enphase wire harness Why IronRidge ,. Experience-Designing/manufacturing On-line Resources Available: solar mounting products since 1996 Video Tutorials Single Source-Roof mounts,ballasted Product Configurators ,1 := mounts,large arrays,and more; a Product Certifications solution for your specific application Installation Guides = .< ' Data Sheets Customer Satisfaction-Customer service and technical support to help Reseller locator 3 YOURUMNED Sales: 800-227-9523 www.ironRidge.com MAY 0 4 2012 sales@ironridge.com 1435 Baechtel Road Willits,CA 95490 GROWTH - -';EMENT www.ironridge.com ©Copyright 2011 IronRidge,Inc.All rights reserved. DSRFMO411 1 r� 15 Avenue E Hopkinton, MA 01748 PHONE 508.649.9641 FAX 508.302.7994 ASTRUMSOLAW www.astrumsolar.com LETTER OF AUTHORIZATION FOR PERMIT AND INSPECTION To Whom It May Concerns 1 I, r-� f.J A e-- new—1 1 , as owner of the property located at r� S c L Massachusetts oa L96, Hereby designate Astrum Solar, Inc. as my contractor and registered agent for the purposes of the applying for permits and inspections of my solar photovoltaic generating unit. Signature: Customer: 14 Z.4 \1, Date: SEE A SUNNY DAY IN A WHOLE NEW WAY° I Constellation Energy ASTRUMSOLAR �'"'` J� Solar c ease Agreement-Federal Consumer Leasing ct Dis l sures Date: 3/13/2012 Lessee(s): Edward O'Neil Lessor:Astrum Solar,Inc. as shown on drive rs Iicense(s)] [Insert name(s)exactly Description of Leased Property PHOTOVOLTAIC SYSTEM Photovoltaic Modules: 31 SolarWOrld 240 watt solar panels Inverter(s): M215 Enphase Energy microinverters Design Capacity(in KWs):7.440 Monitoring system: Enphase Enlighten payments Other Charges(not part Total of Monthly Payments of your Monthly Lease (The amount you will Amount Due at Lease Payment) have paid by the end of Signing and Delivery the Lease Term) Your first Monthly Lease Payment of$0.00 is due on the first day of the month immediately following the up-Front Lease Payment due at Commencement Date(if the Commencement Date N/A`. $0.00 Lease Signing: $5,165.18 occurs between the first and fifteenth day of the month)or $17,217 26 on the fifteenth day of the month immediately following Total: $0.00 the Commencement Date(if the Commencement Date occurs between the sixteenth and last day of the month) Up-Front lease Payment due upon and additional Monthly Lease Payments will be due on Delivery of System: $12,052.08 the same day of each month thereafter. Your Monthly Lease Payments will start at$0.00#or the first twelve(12)months and will increase by o.0%for every succeeding twelve(12)month period,such that your Monthly Lease Payments for the final twelve(12) month period of the Lease Term will be$0.00. The total of your Monthly Lease Payments for the Lease Term is$0.00. See Paragraph 1(b)of the Lease for the definition of "Commencement Date"and Lease Term" See paragraph 4 and Exhlbit 4 for the timing acid schedule of Monthly Lease payments. ase Purchase optio n at End of Lease Term You will not have an option to purchase the System at the eearl f the mi anon,Term. ion on Other Important Terms. See arra ties late and default char nt for additional insurance,surance antd an security defined interest. y maintenance es nsibihties for official fees and follows: sales or use tax$0.00;property tax$0.00;official fees$0.00. These amounts are Official Fees and Taxes.Based on current tax rates,the total estimated amount you may required to pay taxes over the Lease Term Is a estimates and do not constitute a warranty.See Paragraph 6 of the Lease and Addendum 1 for tax assumptions and qualifications .and more detail on taxes. Note: Brand names and product names are trademarks or services marks of their respective holders. No obligation of any Constellation entity Page L should be deemed to arise through the use of such names and marks. ®Antrum Solar,Inc.and Constellation Energy Group,Inc.;All rights reserved -1. I I nerrgy, I I ASTRUMWLAR' 29.NOTICE AND CURE. Prior to initiating a lawsuit or arbitration regarding'a legal dispute or claim relating in any way to this Agreement or the System(as more fully defined in the Arbitration Provision,a"Claim"),the party.asserting the Claim(the"Claimant") shall give the other party(the"Defending Paten antten notice of individual bas se Any Claim Noti Claim a ce must explain the natu el of he Claim and opportunity,not the less than thirty(30)days,to resolve the Claim o bly cooperate in providing any information about the Claim that the Defending relief that is demanded. The Claimant must reasonabe sent in writing by mail to the Property address. Any Party reasonably requests. Any Claim N Counsel. Any Clam Notice you send mustprovide your name,the to us Address, shall be sent by mail,to the Lessor Add ,Attn:General Property address and your telephone number. 30:ADDITIONAL RIGHTS TO CANCEL.In addition to any state-specific rights you may have under Addendum 1,you may cancel this Lease under the following circumstances upon payment of the following amounts: At any time prior to 5:00 pm Eastern prevailing time on the 7th day after the date you sign the Lease:$0 After the later to occur of 5:00'pm Eastern prevailing time on the1th day after the date you sign the Lease and expiration of any rescission rights you may have under Addendum 1 to the Lease but prior to Permits: $2,000 After Permits but prior to initiation of mounting:$2,000 Pius permitting costs ULLY. IF YOU DO 31.ARBITRATION PROVISION.READ THE ARBIRAT IOOUR RIGHT TO REJEN PROVIDED IN. IBIT 5 CT,"IT WILL FBE PART OF THIS NOT REJECT IT IN ACCORDANCE WITH PARAGRAPH(),CAPTIONED AGREEMENT AND WILL HAVE A SUBSTANTIAL IMPACT ON THE WAY IN WHICH YOU OR WE WILL RESOLVE ANY CLAIM WHICH YOU OR WE HAVE AGAINST EACH OTHER NOW OR IN THE FUTURE. IN WITNESS WHEREOF,you and we,intending to be legally bound,agree to the terms of this Agreement,and you acknowledge receipt of a completed copy of this Agreement. Customer(s):Ed_ O' ell .Astrum Solar, Inc. ' Sig.: Name: Ed' ar O Neil - Name: / yi 7 Ole Luc l J Title: : Date: J/. I /Z z— Date: Address: 8955 Henkels Lane, Suite"508 Address: 39 Main.St, Annapolis Junction, MD 20701 West Barnstable, MA 02668 Phone: 888-603=6085 Phone: Sig.: �_ J License#: MAHIC: 168228 Name: ` #: Date: /Z Address: Phone: >2 Page 11 ©Aslruni Solar,Inc.and Constellation Energy Group,Inc.;All rights reserved (J Bk 26591 P9112 T4.7042 0 08-16-2012 a t V �j c0�✓ Massachusetts Outtc�aim Deed J�. We, EDWARD J. O'NEIOS nd JUDY L. O'NEIL, Trustees of the FRANCIS P. O'NEIL REVOCABLE C• TRUST, both of 382 Lexington Street, Newton, Massachusetts ° (CI in consideration of ONE DOLLAR ($1.00) grant to EDWARD J. O'NEIL'Cand JUDY L. O'NEIL, husband and wife as �. of 382 Lexington Street, Newton, Massachusetts, with quitclaim covenants,t ts by the entirety A certain parcel of land with the buildings thereon, situated in Barnstable (West), Barnstable County, Massachusetts, shown as LOT 2 on a plan entitled"Subdivision Plan Land in West Barnstable, Mass., belonging to Mary A. Stout"dated January 10, 1975* drawn by Nelson 4' Bearse - Richard Law - Surveyors, recorded in the Barnstable County Registry of Deeds In j Plan Book 292, Page 53, and being more particularly bounded and described as follows: 1] `' NORTHEASTERLY �- by Main Street(Route 6A), a public way, by two courses a total distance of 160 feet; SOUTHEASTERLY by a stone wall along the northwesterly boundary of Scorton Ct� Hill Road, 258.75 feet; SOUTHWESTERLY by a stone wall along the northeasterly sideline of Kalw Drive, 200.12 feet; and eit NORTHWESTERLY by Lot 1 on said plan by three courses a total distance 301.62 feet. rice of Containing 45,980 square feet, more or less. For title see deed of Cynthia Mantalos to James C Wilson, Jr. and Francis P. O'Neil dated July 24, 1989 and recorded at Barnstable County of Registry of Deeds at Book 6818, Page 20. James C. Wilson died November 12, 1995. Francis P. O'Neil died March 16, 2005. See also Certification of Trust filed herewith. Executed as a sealed instrument, this 4 day of st, 2012. Ed and J O'Nell stee d L. O' ell . rust nshQbls� COMMONWEAL OF MASSACHUSETTS SS. On this (0 day of August, 2012, before me, the undersigned notary public, personally appeared ,� nfUrl� �„� ,� L O Nell proved to me through satisfactory evidence of Identification (current driver's license or personal knowledge) to be the person whose name is signed on the preceding or attached document,and acknowledged to me that s/he signed it voluntarily for its stated purpose. N4�$+.,ub)Id;'r►i��o�nmission expires: �� U •rye. h Y'f� �., MOROAN L WATERRELD BARNSTABLE COUNTY REG ISTRY OF DEEDS ��„ A TRUE COPY,ATTEST BARNSTABLE REGISTRY OF DEEDS JOHN F.MEADE REGISTER I I E?k 26591 P9111 �47ia41 08-16-2012 0l 11 = 41a `Q Certification of Trust Pursuant to fJ Chapter 203E Section 2013 It is hereby certified as follows: 1. The FRANCIS P. O"VEIL REVOCABLE TRUST currently exists and was created September 25, 2002 and amended by complete restatement on January 9, 2005. S2.. The Settior of the Trust was FRANCIS P. O'NEIL. Fa' 3. The current acting trustees are EDWARD J. O'NEILgrid JUDY L. O'NEIL, both of 382 Lexington V� Street, Newton, MA 02466. c `- 4. In addition to various other powers, the trustees have the power under Article VIII, Sections 2 and 8, to make distribution of trust property, in cash or in kind, and to execute and deliver all instruments necessary to effectuate these purposes. 5. The trust was revocable by FRANCIS P. O'NEIL during his lifetime, and became Irrevocable �L upon his death on March 1, 2005. 6. The authority of all trustees Is required to exercise powers of the trustees. 7. At the time of his death, FRANCIS P. O'NEIL was sole owner of real property known and numbered as 39 Main Street, Barnstable, MA (See Barnstable Registry of Deeds Book 6818, Page 20). Clause Third of his Will devises this real property to the Trustees of the FRANCIS P. O'NEIL REVOCABLE TRUST, as amended from time to time. (See Middlesex Division of Family and Probate li7 Court Docket No. OSP0458 EP1). C 8. Article IV. of the FRANCIS P. O'NEIL REVOCABLE TRUST directs that the trust property be distributed to EDWARD J. O'NEIL and JUDY L. O'NEIL in equal shares. Distribution in accordance with Article IV. is made to them by deed fled herewith. 8. The FRANCIS P. O'NEIL REVOCABLE TRUST has not been revoked, modified or amended in any manner which would cause any representations herein to be incorrect. K1 Executed this le day of August, 2012 l Edw rd J O I �, y L. ' ell to%V COMMONW TH OF MASSACHUSETTS i1C�ro�ls- , ss. a this 1k9 day of Au ust, 2012, before me, the undersigned notary public, personally appeared Edux+rdJ � .Ivd L e► , proved to me through satisfactory evidence of Identification (current driver's license or personal knowledge) to be the person whose name is signed on the preceding or attached document, and acknowledged to me that s/he signed it voluntarily for its stated purpose. Notary Public;-M r.'cdj-h ssibn'SeRp1L`es: {�'.°�,�''• ° ''�•'" MORGAN E.WELD ATERFl Nay Md BARNSTABLE COUNTY ` `%.•''� .: •..• '�S�'�=�' �0ba'it20t9 REGISTRY OF DEEDS '?� r" A TRUE COPY,ATTEST BARNSTABLCREGISTRY OF DEEDS JOHN F.MEAOE REGISTER ' ASTRUMSOLAR To Whom It May Concern, Please find enclosed a permit application for a residential, roof-mounted, grid-tied, solar PV system for the O'Neil Residence at 39 Main Street, West Barnstable, MA. I have also enclosed a self-addressed stamped envelope to mail the permit to our office once it is approved. I greatly appreciate your assistance with this permit package. If you have any questions or concerns' regarding its content please feel free to contact me directly 508-208-6184 or at jim.stallone@astrumsolar.com Regards, .Stage Jim Stallone Project Lead ASTRUMSOLAR(D 15 Avenue E Hopkinton, MA 01748 P: (508) 208-6184 F: (508) 302-7994 www.astrumsolar.com iim.staIlone@astrumsolar.com r� 8955 Henkels Lane, Suite 508 Annapolis]unction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTRUMSOLAR' www.astrumsolar.com April 191h, 2012 Town of Barnstable, MA Building Inspection Department 200 Main Street Hyannis, MA 02601 Subject: Structural Certification for Installation of Solar Panels O'Neil Residence 39 Main Street Barnstable, MA 02668 To whom it may concern: A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof support structure consists of nominal 2"x10" rafters that are spaced at 16" oc. The rafters have a top span of approximately 13'-10" and a slope of 33 degrees. The rafters are connected to a continuous 2"x12" header board at the pitch, and load bearing walls on either side. The roof coverings consist of asphalt shingles on plywood sheathing. The roof framing systems are judged to be adequate to withstand the loading imposed by the installation of solar panels. No reinforcement is necessary. I further certify that all applicable loads required by IRC 2009 and with Massachusetts amendments were applied to the Unirac SolarMount rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan sheet PD-2, which is part of this submittal package. Furthermore,our installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system,and by EcoFasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. wN OF Ai Professional Certification: I hereby certify Sincerely, p y that these plans were prepared or approved � ELAINE A. N Elaine A. Huang, P.E. COD HUANG �n by me,and that I am a duly licensed CIVIL professional engineer under the laws of the Structural Engineer ,� No.49029 g �p Q State of Massachusetts; License No.49029; Astrurn Solar Expiration Date of June 30,2012. SS/ONAL ENS' SEE A SUNNY DAY IN A WHOLE NEW WAY° rV 8955 Henkels Lane, Suite 508 togsAnnapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTRUMSOLAW www.astrumsolar.com Project: O'Neil Residence Client: Astrum Solar Location: 39 Main Street,Barnstable,MA 02668 Date: 4/16/2012 Engineer: Elaine A Huang,PE Load and Load Combination: Dead Load: Plywood Roof Deck=5 psf(ASCE-7 Table C3-1) Asphalt Shingles= 2 psf(ASCE-7 Table C3-1) Insulation = 1 psf Solar Panels=4 psf(Given by product catelog) Total Dead Load = 5+2+ 1+4=12 psf Live Load: Tributary area of each rafter< 200 ftZ Slope of roof= 33' From IRC Table R301.6,the minimum roof live load is 16 psf. Snow Load: Ground Snow Load, Pg: Town of Barnstable, MA= 30 psf(Mass Residential Code, 780 CMR, 8th Ed.) Flat Roof snow load= Pf=0.7 Ce Ct I pg=0.7 x 0.9 x 1 x 1 x 30 psf= 19 psf (ASCE-7, Eq. 7-1) Ce=exposure factor=0.9, (ASCE-7,Table 7-2),Terrain B,fully exposed Ct=thermal factor= 1.0(ASCE-7,Table 7-3), heated structure I = importance factor= 1.0(ASCE-7,Table 7-4), occupancy category II Sloped roof snow load PS=CS Pf.= 1.0 x Pf= 19 psf(ASCE-7, Equation 7-2) CS=slope factor= 1.0 (ASCE-7 Fig. 7-2a), Cold roofs with Ct= 1.0 Wind Speed: Basic Wind Speed: Town of Barnstable, MA= 110 mph (Mass Residential Code,781.CMR, 8th Ed) Wind Pressure: From IRC Table R301.2 (2),Wind Load for Components and Cladding (Solar panels) Roof pitch =approximately 33' Roof zone=3 Effective Wind Area= 20 ftZ Wind Pressure= 19 psf(downward)or-24 psf(uplifting)for exposure B(surburban) SEE A SUNNY DAY IN A WHOLE NEW WAY° r41 8955 Henkels Lane, Suite 508 rb � Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTRUMSOLAR' www.astrumsolar.com From ASCE-7,for Main Wind Force Resisting System (wood rafters) Q,=0.00256 K, Krt Kd V2 1 (ASCE-7, Equation 6-15) K, =velocity pressure exposure coefficient=0.70(ASCE-7,Table 6-3),30' building Kt=topographic factor= 1.0 (ASCE-7, Section 6.5.7.2) Kd=wind directionality factor=0.85(ASCE-7,Table 6-4), main wind force resisting system V= 110 mph (Mass Residential Code, 780CMR, 8tn Ed.) I = 1.0(category 11) Therefore, qZ=0.00256 x 0.70 x 1 x 0.85 x 1102 x 1= 18.4 psf(downward) From ASCE-7 Figure 6-2, Design Wind Pressures for Main Wind Force Resisting System (enclosed building), Wind Vertical Pressure=8.3 and -13.1 psf maximum (uplift) Use downward force 19 psf downward force and -24 psf upward force for calculation to maximize load forces. Downward Load Combination (ASD): D+S=31 psf D+W= 31psf D+0.75W+0.75S=41 psf Uplift Load Combination (ASD) D+S=31psf 0.61)+W=-17 psf D+0.75W+0.75S=8 psf Roof Structures The roof structure consists of asphalt shingles on plywood that are supported by 2"xl0" rafters spaced at 16"oc. The'rafters are connected to a continuous 2"x12" header board, and load bearing walls on either side. The span of the rafters is approximately 14'with a slope of 34 degrees. Structural Analysis and Calculation Roof Rafters: Member Size= 2"x10" Spacing= 16" O.C. Span Length = 14' approximately SEE A SUNNY DAY IN A WHOLE NEW WAY@ i rmi 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTRUMSOLAR' www.astrumsolar.com w=41 psf x 16 in/(12 in/ft)=55 Ibs/ft Check moment capacity of wood rafters: M =wL2/8=55 Ibs/ft x(14 ft)2/8= 1348 Ibs-ft S= bd2/6= 21.39 in' M/S= 1348 Ibs-ft x 12 (in/ft)/21.39 in =756 psi Fb(SPF Not/No2) =875 psi x C,x Co x CF =875 psi x1.15x1.15x1.1 = 1273 psi, OK C,= repetitive factor= 1.15 (2" width) (NDS Table 4A) CD= duration factor for snow load = 1.15 (NDS Table 2.3.2) CF=shape factor= 1.1 (2"x10") (NDS Table 4A) Check uplift moment capacity of roof rafters: M =wL2/8= 23 Ibs/ft x(14 ft)2/8=564 Ibs-ft S= bd2/6= 21.39 in M/S= 564 Ibs-ft x(12 in/ft)/21.39 in =316 psi Fb(SPF no 1/no 2) =875 psi x Cr x CD x CF x CL =875 psi x 1.15 x 1.6 x 1.1 x 0.27 =478 psi, OK Cr= repetitive factor= 1.15 (2" width) (NDS Table 4A) CD=duration factor for wind load = 1.6(NDS Table 2.3.2) CF=shape factor= 1.2 (2"x8") (NDS Table 4A) CL =stability factor=0.27 Check shear capacity of roof rafters: V= wL/2=.55 Ibs/ft x 14 ft/2 = 385 Ibs Vm.= 3V/2A= [3 (385 Ibs)]/[2 (13.88 in 2)] =42 psi F = 135 psi,OK Check deflection of roof rafters: SEE.A SUNNY DAY IN A WHOLE NEW WAYO I rqj 8955 Henkels Lane, Suite 508 rw 02 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTR U MSOLAW �www.astrumsolarxom Aw,ai= 5wL4/384E1 = (5 x 0.055 K/ft x 144 ft4 x 123 in3/ft3)/(384 x 1400 psi x 98.93 in4) 0.343" L/180= 14'x(12 in/ft)/180=0.933 in, OK(IRC Table R301.7) i I SEE A SUNNY DAY IN A WHOLE NEW WAYO Oneil Residence 7.13 kW Photovoltaic Solar Array 39 Main Street West Barnstable, MA 02668 NSTAR Account Number: 14500420022 N 00 ri 31'8" S189% Edward O'neil S2 96% c Q 39 Main st S3 97% L West Barnstable, Ma 02668 Roof A 16 6 S4 95% `—° "' C- Asphalt Shingle S5 90% 3 0- ::Z S6 95% E O System Size-7.44 CL o tA (31)Solarwold 240w panels Q _ Mean Site quality- 1218-94% i Roof A 17 Panels Tilt- 33 Azimuth- 165 161611 Site quality- 1224- 94% Roof B Roof A 14 Panels Tilt- 33 O Azimuth- 165 Site quality- 1211-93% Room o: H Nicholas Stephens s Q 3/6/12 Meter 00 m N O Q v Cu Site Diagram Displaying 31 SolarWorld 230 Poly Silver Solar Modules Cu System AC Disconnect Will Be Located Next to Existing Utility Meter Y g Y C Ln ccaj m C a O m PD-1 Typical Section Description of Work 7.13 kW Photovoltaic Solar Array This solar installation is comprised of 31 SolarWorld 230 Poly Silver solar panels. The panels are mounted using the IronRidge XRL Solar Mounting Rail to the building's 2N10"rafters,spaced at 16"oc.. Each solar panel is attached to an Enphase M215-60-2LL-S22 micro-inverter also mounted to the IronRidge rail directly beneath the QVT's` -'w panel. 0` 00 C-+ The solar panels produce DC power when struck by sunlight. The DC power is converted to 240 V AC power at the �vs`` N�% n O N micro-inverter. Micro-inverters are connected in strings with a maximum number of 17 micro-inverters in each N SEE o c a C:) string.The wiring then runs to AC disconnects located outside the house near the utility meter and then into a `NG N i waterproof junction box for a supply-side connection. �Ma esP sse - +I fl The power from the solar panel feeds from the junction box into the circuit breaker panel through the service oy��N t L n O Q Qv0°' cable and is then sent to any demands from other home loads on that circuit breaker panel. If the solar panels �ooFs� E IO Y produce more power than is used by the building,the excess power flows back into the utility grid through a net : Cz o0 meter to be available for other power users. n _ Horizontal Layout All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturer's recommended grounding method and WEEB technology along with#8 AWG grounding wire. The building was constructed in 1987. 9) ALUMINIUM O O Q The system will produce approximately 8684 kWh of power per year. RACKING Pv PANEL to's 0 0 Panel Layout vA Panel Dimensions 65.94 in x 39.41 in System Weight 2172 Ibs ROOF FLASHING Q LAG SCREW- SUPPORT MEMBER•SEE NOTE 2 Panel Weight 46.7 Ibs System Distributed Load 3.9 psf SEE NOTE 1 System Square Footage 559 sq ft Roof Support 2"x10"rafters Racking Weight 587 Ibs Point Load Spacing 4 ft Note 1:Use 5116"x 4"Hex Head Stainless Steel Lag Screws Micro-Inverter Weight 136.4 Members are Hem,Fir(North)allowing 235 Ibs Note 2:Roof Support Members are the 2"x10"rafters per inch thread depth 00 Lo Variables-See Glossary of Terms for Load Calculations on Sheet SD-4 Load Combinations N h 30 ft a 3 ft Pnet Downforce 20.895 psf D 1 D 2 D 3 Uplift 0 Q H 32 ft Wind Downforce 19.9 psf Pnet Uplift -26.775 psf Dead Load D 3.9 3.9 3.9 2.3 psf Roof Pitch 33 degrees Wind Uplift -25.5 psf B 5.495 Snow Load S 23.1 0.0 17.3 0.0 psf (U ai V 110 mph Kzt 1 DWL** Pnet 0.0 20.9 15.7 -26.8 psf a ra Snow Load 30 psf Exposure Category B Total Load P*** 27.0 24.8 36.9 24.4 psf c Roo Zone 3 �l 1.05 Distrib TL w*** 74.1 68.1 101.3 67.2 If `^ N M f a� c c0 E 18 1 1 wMax 101 plf or_ .7 00 Max Span 4 ft a Actual Span 4 ft O m Rd 405 Ibs **DWL:Design Wind Load Ru 269 Ibs ***Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplift Required Thread Depth 1.14 in P D-2 Actual Thread Depth 2.25 in EjWjpment Schedule TAG Description Part Number Quantity Notes 1 PV String N/A 2 One of 2 strings is shown;Additional strings follow same wiring to PV Load Center 2 Solar PV Module SW 230 Poly 31 Total of 31 modules in system which are split into 2 strings.Max of 17 per string. 3 DC/AC Inverter M215-60-2LL-S22 31 Micro-inverters are mounted under solar panels 4 Junction Box Carlon 6 x 6 x 4 PVC 1 Junction box groups multiple strings.One is typical per continuous roof surface. 5 PV Load Center 35 Amp Subpanel 1 35 Amp Main Breaker of PV Load Center serves as a system disconnect 00 p 6 Analog kWh meter Utility Grade Analog Meter 1 Included if project is in the State of PA,OH,NJ or NY r^ N 7 Disconnect Square D Cat.No.D222NRB typ 1 Visible Break Disconnect;Minimum of 60 Amps and sized according to system output L O uo 8 Existing CB Panel N/A N/A System will interconnected using a Line Side Tap connection in the Waterproof J-Box and not by Q backfeeding the existing circuit breaker panel. -2 to C- Electrical Diagram for Oneil o E o C M 3 N Y O 2 3 4 5 6 7 Existing g N o 0 Home Q _ Circuit Breaker Panel Utility Net Meter PV Load Center g? J-BOX Waterproof J- Q N L wl ce N 1 2 3 4 5 Q u 7 L2 6 N G _ GROUNDING ELECTRODE Conduit and Conductor Schedule Conductor Number of � a Description or Conductor Type Conduit Type Conduit Size Notes W Gauge Conductors r14 1 PV Wire 12 2(single) N/A N/A Solar Panel to inverter T O Q 2 Enphase Branch Cable 14 3 N/A N/A Solar Array Inverters to 1-Box Bare Copper Eq.Ground Conductor 8 1 N/A N/A Array rack bonding a v 3 THWN-2 Insulated Copper Cond Transitioning from PV to Building Wires J-Box to J-Box(if more than one array) c a THWN-2 Insulated Copper Grdg Cond 8 1 N/A N/A } n 4 THWN-2 Insulated Copper 10 6 J-Box to Solar PV Load Center `^ to i THWN-2 Insulated Copper Grounding 8 1 PVC Min 3/4" m 5 3 AWG Aluminum 3 1 N/A N/A Solar PV Load Center Disconnect to kWh rn v Copper Grounding Electrode 6 1 Meter O m 6 3 AWG Aluminum 3 1 N/A N/A Junction box to home CB panel and to meter for line-side tap. 7 Utility Service Cable 4/0 SEU Typ 4/0 SEU Typ SEU Typ SEU Typ Existing service cable to net meter P D_3 PV Module Ratings @ STC Inverter Ratings Sign for AC Disconnect Module Make ISolarworld Inverter Make I Enphase Energy AC Output Current 34.875 A Module Model ISW 230 Poly Inverter Model M215-60-2LL-S22 Nominal AC Voltage 240 V Max Point-Point Current(Imp) 7.72 Max DC Voltage Rating 45 V THIS PANEL FED BY TWO SOURCES(UTILITY AND Max Power-Point Voltage(Vmp) 29.8 Max Power @ 40 Degrees C 215 W SOLAR) Open-Circuit Voltage(Voc) 36.9 Nominal AC Voltage 240/208 V N Short-Circuit Current(Isc) 8.25 MAC Current 0.9 A 00 o Max Series Fuse(OCPD) 16 Max OCPD Rating 20 A N Maximum Power(Pmax) 230 O Max Voltage(TYP 600V/DC) 600 — L Voc Temp Coeff -0.37 f2 Q- o < Ln >_ E pLn c m Notes for Array Circuit Wiring Notes for Inverter Circuits _ CL o CA Q _ 2 1.Lowest expected ambient temperature based on ASHRAE minimum mean 1.If utility requires a visible-break switch,does this extreme dry bulb temperature for ASHRAE location most similar to installation switch meet the requirement?YES location.Lowest expected ambient temp is-14 degrees Celcius. 2.If generation meter required,does this meter socket meet the requirement?YES 2.Highest expected ambient temperature based on ASHRAE minimum mean Q extreme dry bulb temperature for ASHRAE location most similar to installation 3.MC4 connectors are for AC load disconnects per O location.Highest expected ambient temp is 32 degrees Celcius. micro inverter manufacturer. am 4.Size of inverter output circuit(AC)conductors BONN W 3.Microinverters and solar panels are bonded to rails with WEEB grounding according to inverter 20 A OCPD ampere rating. Q i devices 5.System has a total of 2 strings of Enphase M215-60- 4.Rails are bonded with#8 Bare Solid Copper Wire.#8 Ground conductor is 2LL-S22 micro-inverters.Interconnection is between continuous from rooftop to ground at main panel.All splices of the ground are utility meter and the building's main CB panel. made with compression connectors. 00 1.0 Glossary of Terms for Load Calculations h Building Height A Adjustment Factor for height Q H Building Least Horizontal Roof Pitch Roof Pitch I Importance Factor of 1 for a single family residence N v V Basic Wind Speed W Snow Load Snow Load B Module length perpendicular to beams y C Roof Zone Roof Zone Rd Point Load-Maximum Downforce `^ N a1 C n} E Effective Roof Area Ru Point Load-Uplift CC cc a Roof Zone Setback Length Exposure B-Suburban single family dwelling c a) Pnet Downforce Net Design Downforce Pressure Category O M Pnet Uplift Net Design Uplift Pressure Kzt Topographic Factor P D-4 ASTRUMSOLAR Supplementary Electrical Notes- 1. Per NEC 210.19A(1) FPN No.4;we will design the system with wire runs and lengths to maintain a voltage drop of 3%or less. Ampacities of conductors will be derated for number of conductors in conduits based on table 310.15(B)(2)(a). We will be breaking down the 31 panels into 2 circuits. Each circuit will run down to a subpanel and terminate in a 20 amp.2 pole breaker. Wire sizes derated for solar heat exposure per NEC. 2. The AC connector of each micro-inverter has been evaluated and approved for use as the AC load break disconnect as required by the NEC. Please refer to attachment from Enphase about the listing of their cable disconnecting means. SEE Enphase Installation Operations Manual pages 11 and 20. 3. Modules are held down mechanically to the racks, through the use of a WEEB clip. Modules are therefore effectively grounded through positive contact with the racks which are themselves grounded. Please refer to attachment labeled Grounding Modules for clarification. 4. The micro-inverters will be individually grounded,to the racks via WEEB-DMC clips. Inverters are grounded through positive contact w/the racks. SEE Enphase Grounding Washer Procedure. 5. Rack system will be grounded through use of listed copper lugs. #8 bare copper will be attached to this lug, and run uninterrupted to the second rack for the same group of panels. Grounding conductors for separate groups of panel/inverters are spliced inside weather proof junction boxes on the roof. Please refer to attachment labeled Equip Ground. 6. As allowed by NEC 2008, 690.47 we will use a combined grounding conductor for the DC and AC parts of the installation. Bonding connections are made as needed. 7. All strings will run to a 2 pole 15 Amp CB in a distribution panel mounted outside near the utility meter. The distribution panel main breaker will also serve as the AC disconnect. 8. The disconnects will be located outside, and they will be rated NEMA 3R. ASTRUMSOLAR General Wiring Requirements: 1. We use weather proof strain relief connectors (Arlington Industries NMUF series). { ' 2. We do use expansion joints for PVC conduit runs of 20 feet or more on roof if both ends of the run are solidly secured to the roof. 3. All cables and grounding conductors are secured to the racking system using UV resistant, outdoors rated ties. All installed cables will be in conformance to 110.12 in workmanship. All connections are made per manufacturer's recommendations: Field installed connections and wiring conform to 690.32. I i TOP QUALITY i f Sunmodule7*/Im SW 240 poly / Version 2.0 and 2.5 Frame World-class quality '.W � 1) Fully-automated production lines and seamless monitoring of the process 3a Qualified,t EC 61730EC61215 and material ensure the quality that the company sets as its benchmark for _ Safety testad, o Tovan.im.oa& I D E Its sites Worldwide. ?o e' Periodic Inspection ooaaoa2 SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers ] , .,,• O us modules that have greater than or equal to the nameplate rated power. Intertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in C V� US LISTED 105E the course of 25 years,a significant added value compared to the two-phase thetewlbleMOCUNIPana1 Made in USA warranties common in the industry. In addition, SolarWorld is offering a product warranty,which has been extended to 10 years.' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. jj ''' www.solarworld.com/warranty i SOLAR WORLD www.solarworld.com We turn sunlight into power. Sunmodule.�/TM SW_02-501OUS01.2012US SW 240 poly / Version 2.0 and 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 SW 240 SW 240 Maximum power Pm. 240 Wp rMaximum power P 174.2 Wp Open circuit voltage V. 37.2 V Open circuit voltage V 33.7 V t Maximum power point voltage V... 30.2 V i Maximum power point voltage Vmpp 27.4 V Short circuit current I1C 8.44A Short circuit current Iy 6.80A Maximum power point current Impp 7.96 A Maximum power point current Impp 6.37 A 'STC:1000W/mr,25'C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25'C:at 200W/m2,95% (+/-3%)ofthe STC efficiency(1000 W/m�)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT 46"C Cells per module 60 TC Is, 0.081%/K Cell type Poly crystalline TC 0.37%/K Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm), TC Pmpp -0.45%/K Front tempered glass(EN 12150) Operating temperature 40'Cto85"C Frame Clearanodizedaluminum - Weight 46.7 Ibs(21.2 kg) W-Cums for ScUrWorM Suneooduk plus SW 240 poly at Irc cell tenwrature 9 SYSTEM INTEGRATION PARAMETERS s �g _ W/ kMaximum system voltage SC II 1000 V l)S _Now/m, Max_system voltage USA NEC 600 V aE 600 W/O Maximum reverse current 16 A _ -4110WAO Number of bypass diodes 3 3 - 2 -200wlm� UL Maximum Test Load" 45 psf(2.1 kN/m2) Loow/m' - - -- .-_ IEC Maximum Snow Test Load" 113 psf(5.4kN/m2) 0 "Please apply the appropriate factors of safety according to the test standard and local 0 t0 20 30 40 building code requirements when designing a PV system. r�AewluwM ADDITIONAL DATA -0 W Power oler tance�1 +5 W �x4 37.44(951) t - P/ � _ J-Box IP65 `Connector MC4' 11.33(288) Module efficiency 14.31% Fire rating(UL 790) Class C I 41.30(1050) 0.6 15.3 '0.6 15.3 Version 2.5 fra me 65.94(1675) bottom mounting holes r .5 12.65 1.34 34 0.6 15.3 VERSION 2.0 FRAME VERSION 2.5 FRAME 1 x 4 Compatible with"Top-Down" Compatible with both"Top-Down" 4.20(107)r mounting methods and"Bottom"mounting methods ♦Grounding Locations: ♦Grounding Locations: 122(31) 1- 39.41(1001)�I 4 corners of the frame 4 corners of the frame 4 locations along the length of the module in the extended flanges 1)Sunmodules dedicated forthe United States and Canada are tested to UL1703 Standard and listed by a third party laboratory.The laboratory mayvary by product and region.Check with your SolarWorld representative to confirm which laboratory has a listing forthe product. 2)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). 3)All units provided are imperial.51 units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. hase . • • [e] enphase ..,w .„ E N E R G Y - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, increases reliability, and dramatically - System availability greater simplifies design, installation and RELIABLE than 99.8% - No single point of system failure management of solar power systems..- The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24R monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk C US M215 MICROINVERTER TECHNICAL DATA Input .0 . .0 • Recommended input power(STC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 22V/45V Max.DC short circuit current 15A Max.input current 10.5A Output D. 1: Vac @240 Vac Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208W183-229V 240V/211-264V Extended voltage/range 208V/179-232V 240V/206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60,5 Hz j Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak, 1.74ms duration Efficiency CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption 46mW Mechanical Data Ambient temperature range -400C to+650C Operating temperature range(internal) -400C to+850C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket Features Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547,FCC Part 15.Class B CAN/CSA-C22.2 NO.O-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 201 1 st Street Petaluma,CA 94952 Phone:877-797-4743 Fax:707-763-0784 info@enphaseenergy.com http://www.enphase.com 142-00010 Rev 03 sw� i STANDARD RAIL L FOOT I �o Cozu5 z" OL L(o 3/8-16 X 3/4 HEX HEAD BOLT 3/8-16 , en FLANGE NUT O 4j, i T . k-}- it 19 S ca x�:�. IRONRIDGE Installation Manual XRL Solar Rail System ;4 j. } t�l V 1lr IRONRIDGE Solar Mounting Solutions June 2009 www.IronRidge.com ©2009 IronRidge, Inc. All Rights Reserved ersion .0 hFF t) k 2 XRL Solar Rail System Installation Guide Introduction The XRL Solar Rail System is a flexible and straightforward roof mounting solution for a wide variety of solar photo- voltaic(PV)needs. Due to its modular design,it can easily handle a wide variety of panel sizes and quantities. 1. Installer Responsibility The installer is solely responsible for: ♦ Complying with all applicable local or national building codes,including any that may supersede this manual; ♦ Ensuring that IronRidge and other products are appropriate for the particular installation and the installa- tion environment; ♦ Ensuring that all structural support members,including the roof,its rafters,and connections,can support the array under all code level loading conditions; ♦ Using only IronRidge parts and installer-supplied parts as specified by IronRidge.Substitution parts may void the warranty; ♦ Ensuring that anchoring devices including lag screws have adequate pullout strength and shear capacities as installed; ♦ Maintaining the waterproof integrity of the structural support or roof,including selection of appropriate flashing; ♦ Ensuring safe installation of all electrical aspects of the PV array;and ♦ Ensuring correct and appropriate design parameters are used in determining the design loading used for the specific installation.Parameters,such as snow loading,wind speed,exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2. Customer Support IronRidge makes every effort to ensure your mounting kit is easy to install.If you need assistance at any point with your installation or have suggestions on how we can improve your experience,call IronRidge customer support: (707)459-9523 3. Tools Required For Assembly The following tools are required to assemble the XRL Solar Rail System: Tool Use for Wrenches Open-end wrench,Box-end wrench,or socket drive with sockets to support the fol- lowing size hex heads: 3/8 ♦ 1/4 cap-end screws,1/4 bolts ♦ 1/4" ♦ 3/8 cap-end screws,3/8 bolts IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.ironRidge.com 3 XRL Solar Rail System Installation Guide 4. Torque Values For Dry Bolts Use the following torque values in this assembly. Bolt Size Required Torque Value ♦ 1/4-20 84 in-Ibs(unless otherwise noted). ♦ 5/16-18 144 in-Ibs. ♦ 3/8-16 180 in-Ibs. IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 fax(707)459-1833 www.ironRidge.com 4 XRL Solar Rail System Installation Guide 5. Component list The XRL Solar Rail System kit contains the following parts: Note: The component list indicated here is for reference only.The actual component quantities will vary accord- ing to the quantity and make of modules that the mount is configured for.Please check the packing list that ships with every mount for a confirmation of the items that are intended to ship with the specific product on your order. Foot(51-6000-002) Internal Splice (51-7000-000) Attaches to the roof and is the anchor point for the Ties the extrusion rails together,extending their rest of the panel assembly length. Extruded Rail(51-6000-XXX)' End Clamp(51-6000-004) Attaches to the foot via the foot clamp and provides Clamps the outside ends of the PV modules to.the support for the PV modules rails I t � Center Clamp(5 1-6000-005) Clamps the inside edges of the PV modules to the rails IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.ironRidge.com 5 XRL Solar Rail System Installation Guide Component List continued... Part Qty Part Number Comments Internal Splice Kit 1 29-7000-000 Used to join XRL two rails together Internal Splice 2 51-7000-000 10-16 x1/2",self-drilling,self tapping 8 48-1016-500 screw,SS L-Foot Assembly Kit 1 29-7000-014 Used to attach L-foot to XRL 1 kit per 4 L-feet. L-Foot 4 51-7000-001 3/8-16-1"hex cap bolt,SS 4 23-3716-100 3/8-16,flange nut,SS 4 25-2501-016 Center Clamp Kit 1 29-7000-108 Used between PV panels to secure to XRL rail 1 kit will cover 2 PV panels within a row. Part number changes depending on panel i required. Center Clamp 4 51-6000-005 1/4-20 x 2.00"hex cap bolt,SS,or 4 23-2520-200, Length of bolt depends on the thickness of 1/4-20 x 2.50"hex cap bolt,SS,or 23-2520-250, the PV panel. 1/4-20 x 2.75"hex cap bolt,SS 23-2520-275 1/4-20 flange nut,SS 4 25-2501-014 End Clamp Kit 1 29-7000-224 Used on the first and last PV panel in a row 1 kit will cover the first and last PV panels in a row.Part number changes depending on panel used.Example part numbers shown. End Clamp 4 51-6000-141 1/4-20 x 1"SS hex-cap bolt,SS 4 23-2520-100 1/4-20 flange nut,SS 4 25-2501-014 XRL Spares Kit 1 29-7000-001 i IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.IronRidge.com 6 1 XRL Solar Rail System Installation Guide 6. Assembly Step 1 - mounting the feet and the first piece of rail Parts required for this step Qty Part Number Extruded Rail 4 51-6000-XXX L-Foot Assembly Kit 1 29-7000-014 Foot 4 51-7000-001 3/8-16 x I",hex cap bolt,SS 4 23-3716-100 3/8-16,flange nut,SS 4 1.25-2501-016 Center Clamp Kit 1 51-6000-005 1/4-20 x 2.00"hex cap bolt,SS,or 4 23-2520-200, 1/4-20 x 2.50"hex cap bolt,SS,or 23-2520-225, 1/4-20 x 2.75"hex cap bolt,SS 23-2520-250, 23-2520-275 End Clamp Kit 1 29-7000-224 1/4-20 x 1"SS hex-cap bolt,SS 114 23-2520-100 1. Mount all of the feet to the roof in the desired locations. Note:Determine the maxi- mum distance between feet according to engineering specifications. IronRidge 291 Shell Ln. Willits,CA 95490 (707)459.9523 Fax(707)459-1833 www.ironRidge.com 7 XRL Solar Rail System Installation Guide 2. On the first piece of rail,slide 3/8-16" bolts into the side fac- ing t-slot on the rail.Space the bolts out to match the foot spacing. 3. On this same piece of rail, slide 1/4-20" bolts into the top facing t-slot on the rail. Space the bolts out to match the panel spacing. 4. Attach this first piece of rail to the feet mounted on the roof. Mount the rail to each foot with a flange nut and hex bolt. Hand tighten the nuts and check the level of the rail. Tighten 3/8-16 hardware to180 in-lbs. Step 2 - mounting the next pieces of rail Parts required for this step Qty Part Number Extruded Rail 4 51-6000-XXX L-Foot Assembly Kit 1 29-7000-014 Foot 4 51-7000-001 3/8-16 x 1",hex cap bolt,SS 4 23-3716-100 3/8-16,flange nut,SS 4 25-2501 016 Center Clamp Kit 1 51-6000-005 1/4-20 x 2.00"hex cap bolt,SS,or 4 23-2520-200, 1/4-20 x 2.50"hex cap bolt,SS,or 23-2520-250, 1/4-20 x 2.75"hex cap bolt,SS 23-2520-275 End Clamp Kit 1 29-7000-224 IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.ironRidge.com 8 XRL Solar Rail System Installation Guide Parts required for this step Qty Part Number 1/4-20x I"SS hex-cap bolt,SS 4 23-2520-100 Splice Kit 1 29-7000-000 Internal Splice 2 51-7000-000 110-16 x1/2",self-drilling,self tapping screw,SS 8 48-1016-500 1. On the next piece of rail,slide 3/8-16" bolts into the side facing t-slot on the rail.Space the bolts out to match the foot spacing. 2. On this same piece of rail,slide 1/4-20" bolts into the top facing t-slot on the rail. Space the bolts out to match the panel spacing. 3. Lay the rail on its side,with the slotted side down as shown. 4. Slide the internal splice half way into the internal cavity in the rail.It should extend approximately 6 inches into the cavity. S. Using two of the self-drilling,self-tapping screws,secure the internal splice into the rail utilizing the screw pattern shown at right. IronRidge 291 Shell Ln. Willits,CA 95490 (707)459.9523 Fax(707)459-1833 www.IronRidge.com 9 XRL Solar Rail System Installation Guide 6. Loosely mount this piece of rail onto its footings. 7. By moving this second rail along its foot- ings,the internal splice should slip into the cavity on the first rail,with the rails butting tightly and evenly together. 8. Maintain rail alignment while following the next steps. 9. You should mark off approximately 6 inches from the end of the first rail(where the internal splice should end).Drive two self tapping screws through the first rail in utilizing the pattern shown at right within the area you marked off. 10. Repeat this procedure for the remaining rails. Step 3 -clamping the panels to the rails Parts required for this step Qty Part Number Center Clamp Kit 1 51-6000-005 1/4-20 flange nut,SS 4 25-2501-014 End Clamp Kit 1 29-7000-224 1/4 flange nut,SS 14 25-2501-014 IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.itonRidge.com 10 XRL Solar Rail System Installation Guide 1. Lay the first PV module in position on the rails. 2. Then slip the end clamp over the ,F bolt,making sure it is firmly hooked i over the side of the module. i 3. Complete the clamp assembly with a flange nut as shown. Tighten to 60-65 in-lbs. 4. Repeat with the other clamp. i 5. Working from the opposite side of . the PV module.Assemble the center clamps by putting a clamp on the bolt,then the flange nut. I IronRidge 291 Shell Ln. Willits,CA 9S490 (707)459.9523 Fax(707)4S9-1833 www.IronRidge.com 11 XRL Solar Rail System Installation Guide 6. Place the second PV Module into position on the rails,sliding it against the first so the center clamps are in contact with the edges of both panels. i i i 7. Tighten to 84 in-lbs. 8. Repeat the procedure using center ^� clamps to secure each successive module. 9. Secure the last module at the end of the rails using the other set of end clamps. IronRidge 291 Shell ln. Willits,CA 95490 (707)459-9S23 Fax(707)459-1833 www.IronRidge.com 12 XRL Solar Rail System Installation Guide IronRidge 10-Year Warranty Terms and Conditions IronRidge warrants each Mounting Structure to be free from defects in materials and workmanship for ten(10) years from the date of first purchase("Warranty Period"),when installed properly and used for the purpose for which it is designed,except for the finish,which shall be free from visible peeling,or cracking or chalking under normal atmospheric conditions for a period of three(3)years,from the earlier of 1)the date the installation of the Product is completed,or 2)30 days after the purchase of the Product by the original Purchaser("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish.All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified by AAMA 609&610- 02—"Cleaning and Maintenance for Architecturally Finished Aluminum"(www.aamanet.org)are not followed by Purchaser for IronRidge's aluminum based products. The warranty covers the replacement cost of parts to repair the product to proper working condition. Transportation and incidental costs associated with warranty items are not reimbursable.The warranty does not cover normal wear,or damage resulting from misuse,abuse,improper installation,negligence,or accident.The warranty does not cover any defect that has not been reported in writing to IronRidge within ten(10)days after discovery of such defect.Furthermore,it does not cover units that have been altered,modified or repaired without written authorization from the manufacturer or its authorized representative,or units used in a manner or for a purpose other than that specified by the manufacturer.IronRidge's entire liability and Purchaser exclusive remedy, whether in contract,tort or otherwise,for any claim related to or arising out of breach of the warranty covering the Mounting Structures shall be correction of defects by repair,replacement,or credit,at IronRidge's discretion. Refurbished Mounting Structures may be used to repair or replace the Mounting Structures. IronRidge shall have no liability for any injuries or damages to persons or property resulting from any cause, whatsoever,or any claims or demands brought against IronRidge by Purchaser,any employee of Purchaser,client of Purchaser,end-user of the Product or other party,even if IronRidge has been advised of the possibility of such claims or demands(collectively,"Third Party Claims").This limitation applies to all materials provided by IronRidge during and after the Warranty Period. IronRidge 291 Shell Ln. Willits,CA 95490 (707)459-9523 Fax(707)459-1833 www.IronRidge.com Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber(ASD) Lag screw specifications Specific S/b" shaft,* gravity per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir,South 0.46 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 235 Hem, Fir,Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Thread d ep th Southern Pine 0.55 307 ,th Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council,NDS 2005,Table 11.2A, 11.3.2A. Notes: (1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces: (5) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.I in the American Wood Council NDS for Wood Construction. *Use fat washers with lag screws. SVLStarling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 5224 South 39ih Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 www.smleng.com IronRidge June 8,2011 1435 Baechtel Rd. Willits, CA 95490 page 1 of 4 Attn: Mr.William Kim,Chief Executive Officer i Subject: XRL Rail;Roof Flush Mount System—Structural Analysis Dear Sir: We have analyzed the subject solar panel support system and determined that,for the configurations and criteria described below, it is in compliance with the structural requirements of the referenced Building Codes. Reference documents,by IronRidge: Exhibit A-attached Codes: ASCE/SEI 7-05 Min.Design Loads for Buildings&Other Structures International Building Code,2006&2009 Editions Aluminum Design Manual,2005 Edition The XRL rail is an extruded aluminum section with an overall depth of 2.00 in. and a net area of 0.456 sq.in. The rails are used to support solar panels,typically,on the roof of a building. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance(flush mount)to the underlying roof structure. The installed solar panels are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The maximum allowable spans for the rails are shown in Tables 1,2&3 below. Our analysis assumes that the rails,including the connections and associated hardware, are installed in a workmanlike manner in accordance with the"XRL Solar Rail Installation Manual"by IronRidge and generally accepted standards of construction practice. The adequacy of the supporting roof framing is to be determined by others. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers i IronRidge June 8,2011 Mr.William Kim page 2 of 4 XRL Rail,Roof Flush Mount System—Structural Analysis Table 1= MAXIMUM SPANS-Roof Wind Zone 1 XRL Rail Wind Snow Load Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf Category 90 8'-0" 7'-0" 6'-0" 5'-6" 5'-0" 5'-0" 4'-6" 100 8'-0" 7'-0 6'-0" 5'4' V-0" 5'-0" 4'-6" 110 7'-6" 7'-0" 6'-0" 5'-6" 5'-0" 5'-0" 4'-6" Category B 120 7'4' 7'-0" 6'-0" 5'76" S'-0" 5'-0" 4'-6" 130 6'-6" 6'-6" 6'-0" 5'-6" 5'-0" 5'=0" 4'-6" 140 6'-0" 6'-0" 6'-0" 5'-6" 5'-0" 4'-6" 4'-6" 150 5'-6" 5'-6" 5'-6" 5'-6" 5'-0" 4'-6" 4'-6" 90 7'-6" 7'-0" 6'-0" 5'-6" 5'-0" 5'-0" 4'-6" 100 6'-6" 6'-6" 6'-0" 5'-6" 5'-0" 5'-0" 4'-6" 110 6'-6" 6'-6" 6'-0- 51=6" 5'-0" 5'-0" 4'-6" Category C 120 6'-0" 6'-0" 6'-0" 5'-6" 5'-0" 4'-6" 4'-6" 130 5'-6" 5'-6" 5'-6" 5'-6" 5'-0" 4'-6" 4'-6" 140 1 5'4" 5'4' 514" 5'-0" 5'-0" 4'-6" 4'-0" 150 1 4'46" 4'-6" 4'-6- 4'-6" 4'-6" 4'-6" 4'-0" Note-Tabulated values are based on the following criteria: 1. Roof wind zone 1 5.2 in.clear between roof and rail. 2. Building mean roof height=30 ft. 6.End cantilever span=0.40 x adjacent interior span 3. Roof slope=6 in.per ft. 7.No rail splices in end spans 4. Solar panel long dimension=67.5 in. 8.No rail splices in the middle 1/3 of interior spans I Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -2- r IronRidge June 8,2011 Mr.William Kim page 3 of 4 XRL Rail,Roof Flush Mount System—Structural Analysis Table 2-MAXIMUM SPANS--Roof'Wind Zone 2. Wind XRL Rail Speed Snow toad Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf . Category 90 6'-6" 6'-6" 6'4' 5'-6" 5'-0" 5'-0" 4'-6" 100 6'-0" 6'-0" 6'-0" 5'-6" 5'-0" 5'-0" 4'-6" 110 5'-6" 5'-6" 5'-6" 5'-6" 5'-0" 5'-0" 4'-6" Category 120 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-6" B 130 4'-6" 4'4' 4'4 4'-6" 4'-6" 4'-6" 4'-6" 140 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 150 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 90 5'-6 5'-6" 5'-.6" 5'-6" 5'-0" 5'-0" 4'-6" 100 5'-0" .5'-0" 5'-0" S'-0" 5'-0" 5'-0" 4'-6" 116 4'-6 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" Category 120 4'-6" 4'-6" 4'=6„ 4,_6„ 4,_6„ 4'-6" 4'-V C 130 4'-0" 4'-0" 4',0" 4'-0" 4'-0" 4'-D" 4'-0" 140 3'4' 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 150 3'-6" 3'-6" 3'•6" 3'-6" 3'-6" 3'-6" 3'-6" Note—Tabulated values are based on the following criteria: 1. Roof wind zone 2 5.2 in.clear between roof and rail. 2. Building mean roof height=30 ft. 6.End cantilever span=0.40 x adjacent interior span 3. Roof slope=6 in.per ft. 7.No rail splices in end spans 4. Solar panel long dimension='67.5 in. 8.No rail splices in the middle 1/3 of interior spans Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -3- r IronRidge June 8,2011 Mr.William Kim page 4 of 4 XRL Rail,Roof Flush Mount System—Structural Analysis Table'3-MAXIMUM SPANS-Roof Wind Zone 3 XRL Rail Wind Snow toad Speed Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf Category 90 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-6" 100 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 110 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" Category 120 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'0 B 130 3'-6" 3'-6 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 140 3'-6" 3'-6" 3'-6" 3'4" 3'-6" 3'-6" 3'-6" 150 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 90 4'-6" 4'•6" 4'-6" 4'-6" 4'4' 4'-6" 4'-6 100 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 110 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" Category 120 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" C 130 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 140 3'-6" 3'-6" 3'-6" 3'-6" 314) 3'-6" 3'-6" 150 3'-6.' 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" Note—Tabulated values are based on the following criteria: 1. Roof wind zone 3 5.2 in.clear between roof and rail. 2. Building mean roof height=30 ft. 6.End cantilever span=0.40 x adjacent interior span 3. Roof slope=6 in.per 8. 7.No rail splices in end spans 4. Solar panel long dimension=67.5 in. 8.No rail splices in the middle 1/3 of interior spans Please feel free to contact me at your convenience if a estions. • onab E A Respectfully yours, v 01 c RES J. d o WARNER fl s'gnedl...• h cr- �,.4F6x•4Ay TrA—i t`i" Tres J. Wagner,P.E. M�Ss.��1��sTT Design Division Manager g9iI0NA,u sP' 2�11-114-P� EXPIRES 3/31/2012 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -4- MATERIAL FINISH PROPRIETARY AND CONFIDENTIAL ZONE REV. REVISIONS DESCRIPTION DATE APPROVED TOLERANCES:Ax:P.'CN2T TNEQlFORYA1pNC01RAQQ:DQITN6DR 1 MwR 0 09'1 NV ANGLES:-I-1S PONRDGE NC.ANY RFPROgiCTAN WPMT OR A9AWNOLEWIIIIWTTME wNRIEN PUMSSXNI W MD SEAS QN:5 PROMIIEQ. Panel Mounting System End Clamp VARIES DETAIL 2 SCALE 1 : 4 0 Roof Mount XRL Panel Mounting System Mid Clamp VARIES VARIES 1 SLOPE 0 DETAIL 1 SCALE 1 : 4 PLAN VIEW SCALE 1:40 DRAWN pgpy-0g ppp CHECKED oeosaR y MFG APPR. I RONRI DOE O.A. .. XRL Roof Mount ..... COMMENTS: SIZE DWG.NO. REV. EXHIBIT A page 1 of 3 DE NOT o� SCALE DRAWING SCALE:I:ap WEIGHT: SHEET OF MATERIAL HNISH PROPRIETARY AND CONFIDENTIAL ZONE REV. REVISIONS DESCRIPTION DATE APPROVED DUAEN:IONS ARENINCNES, iNE 01FORLAININ COIRAOIEDNTN60RALWNI LS iNE SOLE PROPERlYOF TOLERANCES:.":•/-.I+S HRRI RPbme 00.1 HV ANGLES:/-IS° SONRUOE RIG AITY REPROWCTON W PART OR AS A WHO E WUNMTHE YlNIREN PERN6S=OF 2M SEAS NC IS PR0HUM PANEL MOUNTING SYSTEM END CLAMP DETAIL B A SCALE 1 : 5 C - EXISTING ROOF STRUCTURE PANEL MOUNTING SYSTEM MID CLAMP FLASHING - 0 ROOFING (BY OTHERS) DETAIL A SCALE 1 : 5 ROOFING FRAMING DETAIL C (BY OTHERS) SCALE 1 : 4 DRAWN 080bw h CHECKED osoeaR ENG APPR. //A& I RONRI DOE MFG APPR. O,A, XRL RootMoun. COMMENTS: SIZE DWG.NO. REV. EXHIBIT A - page 2 of 3 °E RA 01 SCALE DRAWING SCALE:1:30 WEIGHT: SHEET .MATERIAL FINISH DUAEN�.roNS ARE PI WCNEs. PROPRIETARY AND CONFIDENTIAL ZONEI REV.1 REVISIONS DESCRIPTION DATE APPROVED TOLERANCES:.XX: /•.IS >NEDI..R WMCOIRAWEDWMBDMIYDID IS ME SOLE PROPERTY OF w0a R.L— Dp.l Hv • ANGLES:aF IS ON RRWOE NGAWREPRODUCTWNNPARTOR ASAYMOLENTDWOTWWRffiEN PERNRSWN OF MD SEAS WC ISPROMEM XRL RAIL L-FOOT Y OPTIONAL FLASHING ROOF FRAMING (BY OTHERS) DETAIL Y DRAWN 0800b08 CHECKED08060RA(A SCALE 1 . 5 ENG APPR. MFG APPR. I RONRI DOE O.A. XRL RoofOUYI COMMENTS: SIZE DWG.NO. REV, EXHIBIT A - page 3 of 3 SCALE° NOT 01 DRAWING SCAlE:1:30 WEIGHT: SHEET 30F3 J .•...n x�J.�=. R",vr"�,ML � �`.1 '.Yj�.�•'w ""' ++ s$:ly'>Zs.`4kf.t; I It�.,.�;j:MM.-q' �.`r ,ny� 1 .��+d�,,°�,ilt...L°�o`t Y',f�« � jt�' � - 1. �+s� .�}.� i r�•;f� \ ..1 w^t'ry:.J" i a'yt "��l TOWN OF BARNSTABLE BUILDING DEPARTMENT = seH ru AS a : TOWN OFFICE BUILDING � 2039' HYANNIS, MASS. 02601 �OIWY M•\ MEMO TO: Town Clerk D FROM: Building Department DATE: An Occupancy Permit' has beenisssuued for the building authorized by Building Permit #:_ ... 1-5�1_......_...._........................................................................ issued .to ��- 2................................... Please release the performance bond. i DATE CONTINUATIO14 OF ROAD BOND BUILDING PEJQ11T J -7 The undersigned owner/contractor hereby agree to maintain their road bond in force until the following work items are completed to the satisfaction of the Engineering Section of the Department of Public Works. loam and seedshoulders as soon as weather permits. L/ other (explain) i(, c,;�i(c. •=i�'i ;z� �i / i�� Jl � LOCATION ; I-z 7- . - . ._ SI N /Con • NGINE NG AUTHORIZ ION / `At 1. O I� J -a ',r•:`ice:;�:- :�d,• �,••...•,". � ;ln•:6:d..t PINK'- DEPT. FILE COPY/WHITE- FIELD COPY/YELLOW-APPLICANT COPY Z° BUILDING L ya TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT VALIDATION . = A-112-004 I DATE "3 /1 T 19�,�'•"t�j�e�,�, PERMIT NO. ,5 _ APPLICANT 0wiier ADDRESS 1'iStL"' ""- OW (NO.) (STREET) (C ! •R' LICENSEI PERMIT TO bUild I)Well.11l;:; -iil�;lt? Fiiinlly Dwelling NUMBER OF . (_I STORY OWELLING.UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 39 ACOZONrNG YtbT` ij1 KO :' YI 'i"rnsLab 1 p n i/ DISTRICT RE (NO.) (STREET) is BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE BY_ FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION ) TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION I -- I' (TYPE) ` REMARKS: `in:.r•:,,:,_ ;'=S; ' i AREA OR 130nd . V VOLUME _ 17 j t'o "L PERMIT S ESTIMATED COST $ _ •�1),000.001 FEE $ 118. 15 `' (CUBIC/SQUARE FEET) )'. OWNER _(''r,�rhi:: ;ri:...�..•��1; .. . 11 {� BUILDING DEPT. � ADDRESS L�5'i i�':o:_I! C'rr+I r :.!•..e.• :.n:,l„rry BY +. C � MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPn -+ INSPECTIONS REOUIREO FOR _. ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL ELECTRICAL, PLUMBING AND MEMBERS(RE ADY TO LATH). QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET ,• BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ( -__— ELECTRICAL INSPECTION APPROVALS --- -------- Lu /// 4-- HEATING INSPECTION APPROV S l ------ - -� ' ENGINEERING DEPARTMENT / 50,3� T � GcJ.�N"LN� OTHER ^,/ BOARD OF HEALTH VVORK SHALL NOT PROCEED UNTIL THE INSPEC• PERMIT r!! TOR HAS APPROVED THE VARIODUS STAGES OF WORK I, NOT :BTAROTEDyWITHINULL NSDIXVMONTHS OFOID IF SDATE THOE CONSTRUCTION. INSPECTIONS INDICATED ON THIS CARD CAN 6E PERMIT IS ISSL.'D AS NOTED-ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTEN -• -- NOTIFICATION. ,/ Z AIL) o i m z6 62 ate, , O N s g � f i I On the basis of my kno;alede, information and belief, I . certify to that as a result of a survey made on the ground: on G Z5 86 I find that: ilhe structures) are located on the site as JuU shown. � The title lines and lines of occupation of thex site are as sho;'m hereon. The site is situated in Flood ::one Now- a a��C" ► Community Panel No.z50001 ooi1c Date: e 1 85 ��tH of Date: G 2G �� WBLI4AM ys M. VMRWICK y � No. II 0 William M. Warwick,1{La ISTER�S��,`", Application to `t L V) VAN^� 4 UM G .I I !� '5 � PN . Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a 6 JAN 2 g �98 CERTIFICATE OF APPROPRIATENESS I Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Constructio New Building ❑ Addition ❑ Alteration Indicate type of building: [House Q�Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE 86 ADDRESS OF PROPOSED WORK LOT Z 50MTON HILL AD R16 6PC ASSESSORS MAP NO. OWNER C%fFA1P'(— MANTA SOS ASSESSORS LOT NO. HOME ADDRESS __ g5VMPASNIE CIKCLC ' NEW SEPBUR )mt(o I)' TEL. NO. 11 'ZW FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of'adjacent property owners across any public street or way.' (Attach additional sheet if necessary). PLEASE Sec- A1TfK1AfT F*e ►- AGENT OR CONTRACTOR TEL. NO. ADDRESS DETr'Mt.cD !1E r 1t0T,, N...Orc PROPOSED V JCR : Give a.t particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs,give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). QLEASE SEE PT'MQKF, PAGE Z • Signed 0M �A '`r- u Owner-Contractor-Agent Space below line for Committee use. Received by H.D.C. Date The Certificate is hereby Date �'� :'7 CI U Time By Approved IMPORTANT: If Certificate Is approved,approval Is subject to the 10 day appeal period ----- . — - .provided In the Act.- Disapproved ❑ s/%c/e6 o K ss 'Assessors office (1st floor): j/ _ O 6t o�THETo Assessor's ma and lot number .. .................................... '�`' p .. . SEPTIC US Q� ` Board of Health (3rd floor): SYSTEM IVI sewage Permit number ...........................��......... 7 INSTALLED IN COIVIPLI �sTODLE, Engineering Department (3rd floor): WITH TITLE 5 'moo 1639• 60� House number ,�.9........................ ENVIRONMENTAL CCDE At"'�a m"* ...................................... . . 0 'dC, 1it�WN REGIAZT�O:S� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only t � TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ..............................................:5.......��:""1.......................................................... ' 111 TYPE OF CONSTRUCTION ....W.00P.—...WhAr.................................................................................................. ...........���.l.�f ............,9.��i. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby, applies or a permit according to the following information: ' nn tt S �e� pp �/ pRp n Location .L�.1•v .. . .......... . .. ........ ....... .......�TL...1`T��.... t�.......W.:..R/71� /� ..E ..................................... ProposedUse ......I.`.[! � N.�lc............................................................................. ...... ........................................................... ZoningDistrict ............��' ...............................................Fire District ...............45..L�...� .....�............�................................ Name of Owner C. N!.N�G� M��VIY��OS...........................Address ....... ............. ... Nameof Builder ..,........................� ....................................... Address .................................................................................... Name of Architect IXIkff JZO...Qf.POPVA;WNTARfN Number of Rooms ...11..RQ�M�................................................Foundation .�Ol..�f!I��RV. .................................................. Exterior WN.ITS.CI,�I.'--��J1�{�J��.j........................................Roofing �..................................... te' 1. .��o%rYz 0......w.1.� STEW .............. Floors .......... p�0/�i�( .....i.�.y.�/�..,n..................................................Interior Heating .......IJ.Y.r`.1...P!ll.t.lP................................................Plumbing .......1�....C/Y1.l.i�. \ / Fireplace MATMIC....8V J ILT N...........................................Approximate Cost..o ej.OQQ............f p s. . Definitive Plan Approved. by Planning Board ------ rf"D-----190%__-- • Area ���r'�- 0......... F.J.:...... Diagram of Lot and Building with Dimensions //. ,,, �,,,,,..... � Fee .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 �S sib l� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin a above construction. Name ... .. . ... ........ ... . . . . . ... ......................... Construction Supervisor's License ... ........... d MANTALOS, CYNTHIA 2 579 v' No ... ........... Permit for ....TwoStory ............ ......Si Rle Family Dwelling ...................... ... .... Location ....39... ...............o t #2 W. Barnstable ............................................................................... Owner ......Cynthia...Man.t.alo.s......................... Type of Construction .......Frame. ......................... ............................................................................... Plot ............................ Lot ................................ Jun e 24, 86 Permit Granted ........................................19 Date of Inspection .........I Date Completed ...... 19 I 't'" iL.^!+�. ��� T._ �r�!'�';-�r•�.+�^"• � -rk .�. w-..,y....�� �`�f"^�!v'=-,� . -.�r'^, �..+.w..a,y,f,i„�..o ._..r '-l.. r_ r � I ,._ TOWN OF BARNSTABLE . Permit No. ...2.95.79....... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash 6,9• X "�tc�►r HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to CYNTHIA MANTALOS Address lot #2 Main Street, West Barnstable USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT`WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL ---- --SIGNED-BY-THE,-BUILDING•INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July.11..........., 19..89........... ................../,"................ Building Inspector .. Assessor's office (1st floor): ENE • t0 Assessor's map and lot number ...................... ' J Board of Health (3rd floor): Sewage Permit number .............................................;.,.,........ V 2 EAUSTADLE, Engineering Department Ord floor): s Mae& y� 22 �O i639• House number ......................................!"...J.rl......::\.............. �0 UP a' p i�� ' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPEOF CONSTRUCTION ....W. .:'..F�ZAfYIC�.................................................................................................. i ........... .1......1.... r,.l............19..K TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �DN....IN.LL. ..... PA1?....... tL....R.T...��A ...VIL:..RA2.M CAPS. . ../1VIP�..................................... ( NJUN C� ProposedUse ............................................................................................................................................................................. Zoning District .................. . ...............................................Fire District WP.5. �.. t Name of Owner .C.`.1.N HjK...M..AQU.S. .00./.MKHS Ciz....N.V....c e:a. v .�1..,rM..�.. ..........................Address ....... .....- Nameof Builder ....................................................................Address ....................................................:............................... X FF...!C�R o ('�(ERVA� N R �2 SN IP-��.3. IINIOA�..T. N ►... � �.+N12N Name of Architect MA.,. .o....�.P................I.�.....PA..�N.....�Address y.�........ .((�..'........ .. �j.�,.,.. . .�. J. Number of Rooms ..76.9-00M(................................................Foundation .. Exlerior V 061&P.Q'.-5. fA0L1e/.`........................................Roofing .RR).. 60A �f .......................... n Floors, .......... ...............................................................Interior ... yz .�........ .......w.�.r.� STE{�,. ............ g- I /, i1..IM�� Heatin 7( .r..v."....i.....................................................Pfum6ing ::::. f.:. ! .r...: ::................. r, q �(r A h�A�F�11C Rl�t�7�LN Y� pp �iril..��i!l�.!1.QrJ.... Fireplace �............. roximate Cost ............................................ Definiti"ve Plan Approved by Planning Board ________________________________19________ . Arco Diagram of Lot and Building with Dimensions Fee. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR:NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin -the above construction. Name . . ......A ...Vv..�� .................. Construction Supervisor's License. .................................... IT MANTAXOS, CYNTHTA A=112-004 ') 29 N0 ........ ... Permit for .....Tr.,....S St or.. ..r .y............ . . .... ...... Single Family Dwelling ..................... 14 Location ......39 3xin-t-en Hill Road Lot #2 .......................................................... W. Barnstable ............................................................................... Owner .......Cynthia Mantalos ............................................... Type of Construction .............Frame ................... ........................................I ................................... Plot ............................ Lot ..... .......................... Permit Granted ......... ..............19 86 Date of Inspection ....................................19 Date Completed .........................................19 6n el 1107 PERMIT COMPLETED 1111—I1 � l Aq