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0075 CAP'N CROSBY ROAD
5 . In P e �I L III , e e III i WO#3040 2212 REGISTRATION AND CERTIFICATION FORM FOR FORECLOSING/FORECLOSED PROPERTY Thank you for registering in accordance with Town of Barnstable Code chapter 224 sections 224-3 and 224-4. Please complete one form for each property in foreclosure (section 224-3)or already foreclosed for which possession has been taken(section 224- 4). Please file the original with the Building Commissioner and a copy with the Chief of the Fire District in which the property is located. If you claim you are exempt from registering under Massachusetts law,please state the reason(s) and complete section I (property information) and the first paragraph of section 2 (foreclosing party, court, etc. and foreclosing party representative, but not other representatives and attorney) so that the Town can review the exemption and update its records: Section 1 —Property Information 1 Property Address: 75 CAPTAIN CROSBY RD, CENTERVILLE, MA 02632 Assessors Map#: N/A Parcel#: 72291507 Land area and description Number of Acres:0.37 Building(s)description and contents Single Family Detached N Occupied: x Occupant(s)(if borrowers so state and include name(s)) Elizabeth G Framson Phone: N/A email: N/A other: Vacant: N/A Date: N/A Anticipated Length of Vacancy: until sold Last occupant(s))(if borrowers so state and include name(s)) ELIZABETH G FRAMSON Phone: N/A email: N/A other: N/A Has possession been taken If so,please explain and complete and file the maintenance and security plan form(unless exempt as stated above) Section 2—Foreclosing Party Information Foreclosing Party(full name/title) Freedom Mortgage Foreclosure Case Court: UNKNOWN Docket# UNKNOWN WO#304062212 Date filed: 8/9/2019 Current Status: ACTIVE Foreclosing Party's representative(s) for property(entry,management,repair, etc.)(name, title,): Property Preservation Department Company(if different from foreclosing party). Freedom Mortgage Address: 10500 Kincaid Dr. Fishers, IN 46037 Phone: (317)537-3748 email: Propertypreservation@freedommortgage.com Other: N/A If an exemption is claimed,please do not complete the remainder. Other representative(s)'(if foregoing representative is primarily responsible for property and/or foreclosure and is most likely to be able to address town matters concerning the property and/or foreclosure,please so state and do not complete contact information(i. e. "none" or"see above")). Name,title, other: ' CODE COMPLIANCE Company(if different from foreclosing party): SAFEGUARD PROPERTIES , Address: 7887 SAFEGUARD CIRCLE,VALLEY VIEW,OH 44125 Phone(s): 800-852-8306 email($): codewmpliance@safeguardproperties.com Other: N/A . Name,title, other: N/A Company(if different from foreclosing party): N/A Address: N/A Phone: N/A email: N/A other: N/A Attorney representing foreclosing party UNKNOWN Firm name(if different from attorney's name): UNKNOWN Address: UNKNOWN ` Ph UNKNOWN one($): UNKNOWN email($): other: UNKNOWN ! I acknowledge that the information provided is accurate and correct. I also understand that any inaccurate information will result in non-compliance with section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: 08/17/2019 Name:for Safeguard Properties Title: Property Preservation Company to Receive Violation Notices WO#304062212 I hereby certify that the above-named foreclosing party is in compliance with the provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable. Date: Building Commissioner,Town of Barnstable f THE Town of Barnstable *Permit# Expires 6 mondis from issue date Regulatory Services Fee 3 5. • saxrrslnBis, Richard V.Scali,Interim Director Building Division Tom Perry,CBO,Building Commissioner A� 200 Main StreetHyannis,MA 02 AfA y 60l ,�.�� R 17 Zp�� www.town.bamstable.ma.us Office: 508-862-4038 Fax 500f—IR�M 0 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 814,Ytt I I Not Valid without Red X-Press Imprint Map/parcel Number �R3 7 Property`Address XResidential Value of Work$ AN? - Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address f 6dA W e4*"_ 76� 5 1W - &1+zerP1rho oZ63Z- ,1 .. Contractor's Name K/jUdotc) �D] /� Q� ]y Telephone Number 7RI—Q3Z- Home Improvement Contractor License#(if applicable)_!w f'p Q Email: Construction Supervisor's License#(if applicable) 0 7 ol,77Z ❑Workm an's Compensation Insurance Check one: ❑ I am a sole proprietor r ❑ I am the Homeowner KI have Worker's Compensation Insurance Insurance Company Name &V712�M FfKE- 1A) 1.01'YLp1�7C� , Workman's Comp.Policy# o?Q U/6(iLJ �� 3 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed)(not stripping. Going over.existing layers of roof) a ❑ Re-side /Q Replacement Windows/doors/sliders.U-Value 30 (maximum.35)#of win ws #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red Sand inspections required. Separate Electrical&Fire Permits required. *Wliere required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A cop of the Ho Improvement Contractors License&Construction Supervisors License is req ed. SIGNATURE. Q:\WPFILES \buildin e i orms\E)TRESS.doc Revised 0 Offices & Showrooms �ui 6e eet o25 l 15A Cummings Park 295 Old Oak Str Federal ID #Woburn, MA 01801 Pembroke. MA 02359 27-1481665um (781) 932-4805 1) 826-6281 "Simply the Best for Less" www. IindowWorldofB0 ton.com Customer: GtL / W Phone (h) Install Address: � C A -�- C.r• 1 A5� )Phone (w(-Q� City: State: MA i Q 7 3 7 E-mail WINDOW WORLD GLASS OPTIONS 1000 Series Single-hung All-Weld $189 t l SolarZone Elite L - 2000 Series DH Mech/Welded Sash $195 Triple Glazed TG2* A f 4000 Series DH All-Weld $205 ;)D!C� (*Series 6000 Only) 6000 Series DH All-Weld S240_ WINDOW OPTIONS 2 Lite Slider S334 Glass Breakage Warranty $15�NGLUDEU 3 Lite Slider om in,ini om in.im $525 _ 1/2 Screens $9d If4C, IUDF.D Foam Insulation on Jambs and Head $111 INCLUDED � Picture/Fixed Lite $334 �3`/ Awning a260 Double Strength Glass %ZINCLUDEUCLUD Casement $290 _ Double Locks (> 26") ED 2 Lite Casement $575 Full Screens f�Colonial Grids Contoured Flat) 3 Lite Casement (1,9.1r3.1-a, (114.1)7.1W $860 Prairie Grids $51;_______ Basement Hopper $334 Diamond Grids $6` _ Bav Window-Soffit Mount/ INS Seat $2660 Simulated Divided Lite $18 Bow Window Soffit Mount/INS Seat$2785 frTempered DH Sash BSo SO) S65 Garden Window $1880 -l�Obscure Glas BSO (TSO) $35__�,� Specialty Window $ Oriel Style (40/6 or 60/40) $30 Beige I Almond S40 Foam Enhanced Frame $35 Wood Grain Interior(Series 4000 t 6000 only) $100 PRE 1978 BUILT HOMES (Federal Lead Containment Law) (Light Oakl Dark Oak/Cherry/ Fox Wood Load Safe Practices Required $25 Rich Maple) MY HOME WAS BUILT IN THE YEAR I`t U Initia Brown Exterior(Arch. Bronze 1 American Terra)$100 Designer Color Exterior T $155 MISCELLANEOUS Custom Exterior Aluminum Cladding _ L!Textured $75 smooth G-8 $75 $ �2 Window Color Facing Color_ Inside outside Metal Window Removal S54 NON CUSTOM DOORS New Construction Vinyl Removal $17$ Vinyl Roiling Patio Door 5h. or 6ft. $995 _ Specialty Window Exterior Trim $ ' _ __~Vinyt Rolling Patio Door 8tt. $1095 _Mull to Form Multi Unit $3a U Add to base price for Custom Rolling Patio Door $1150 Install Interior/Exterior Stops French Rail Sliding Patio Door 5ft.or Eft. $1295 Install Interior Casing Starts $95 French Rail Sliding Patio Door 81t. $1395 _Insulate\4dill gg5es ms jI-1 $2p LOO French Rail SlidingPatio Door 9tt. $1495 rv4 r- Roof for Bay/Bow Windo 500 Custom Exterior Cladding $150 Existing New Const. Ext. Retro Fit $15Q SolarZone Elite or ETC Glass $175 _Removal of Existing Bay/Bow $25p_�;_)SQ_ Grids Patio Door $129 Repair Sill,Jamb or replace sill nosing $50 �_Woodgrain Interiors $295 Full Sub-Sill (Single) replacement $150 t Exterior Designer Colors $395 Mullion Removal $30 ^�Interior Casing 2112 31 �175 f}5 Bay/Bow Conversion Ext. Retro Fit $350, 3 y_ _Handleset Options $ ii jZ ;7 (New Siding Will Not Match) Building Permit 515b ra Door Color _ / ROUND-UP FOR WINDOW WORW CARES Inside Outside \.J r •• St.Jude Children's Research Hospital $�_ Customer declines exterior wrap and understands painting and/or repair may Pe Initial_ ('`.m4nm nr .�n..liw.�.. ...:dn ,1 , .-�. � »-+��.••^1,.1,....... /_S�?.a1//// !! - - - •, w-u ur%,wwu nbsocianon Approval,Historic District Approval.City of Boston parking&sidewalk Parmit tees in connection wiUj installation, NO EXTRA WORK IF NOT IN WRITINGI Customer agrees to the terms of payment as follows: ov L i —�- >p05 Extra Labor& Materials $ �303. Q 0 Site Set Up, Disposal & Delivery Fee $ $195.06 Total Amount $ G({ 0 Q Custom Order Deposit 50% $��_ Ck#u,, Balance Paid to Installer upon Completion $ Window World of Boston anticipates starting this work on c w���/ Amount Financed $ [, {-( $ O U Any deposit required in advance of me start of the work 5 0 ex eC�ed 331/3%of the total contract puce or the actual cost ofbeing substantlly completed in2-304s. nanynmaterial or eq menty Iterest.Yes 1 Nou special order or custom made nature,which must be ordered in advance of the start of the work to assure that the project will proceed on schedule No f{nal payment shall be demanded until the contract is completed to the satisfaction of both parties. All home improvement contractors and subcontractors shall be registered and that any inquires about a contract or subcontractor relating to a registration should be directed to:Office of Consumer Affairs and Business Regulation,Ten Park Plaza Suite No work shall begin prior to the signing of the contract and transmittal to the ownerof alCOPY of such contract Phone:{617)973-f37f)0 Window World of Boston under provision of Chapter 142A of the general laws is required to apply for and obtain all construction-related permits. Windpw World of Boston shall not he deemed responsible for delays in the work described in this agreement caused by regulatory,permit granting agencies,authorities or individuals. Notice:It the PURCHASER(S)obtains his own construction related permits for the work described under this agreement or deals with unregistered Contractors, the PURCHASER(S) is hereby advised that in the event of a dispute,judgement and nonpayment,the PURCHASER(S)will not be entitled to make a claim or collection from the guaranty fund established by chapter 142A.M.G.L. You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. f Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. JUIS IS A 99 QRW TF t r This Window World'kanchlse is independently owned and operated by Window World of Boston,LLC.under license from Window World,inc. fAdrwner:Do not sign- if there ere ny blank spaces. Date �alosman.Do not sign it there are any blank spaces. Datd Owner:D [s:sr,9n•n-as o not sign If there are any blank spaces. pate , White Copy-Original Yellow Copy-File Pink Copy-Customer i I i li i I 1 i i f Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor t} Dense:CS472 "2 . JEFF C SrEELE 24 SHERWOOD Damers NJA 01923 a ��'s )r►+�'�' Expiration �•�•� ��' 04M712016 Conunissioner R. � Office of Consumer Affairs&Business Regulation License or registration valid for individul use only. 1 OA/E IMPROVEMENT CONTRACTOR before the expiration date. If found return to: i. Office of Consumer Affairs and Business Regulation Registration'._166025 Type..; 10 Park Plaza-Suite 5170 t E7c�ratOlt' t? 016• SupptementC;ard Boston,MA02116 i ,. �MNDOYV UUORI805?ON ,_•.•: JEFF STEELE 24CUNNINGS Pai i1C; t11 IS-A VIIOBURN,AAA 01801'M'= Undersecretary /Pdvalid without signature The Commonwealth of Massachusetts Department of Industrial Accidents O,lce of Invesfigadons '1 Congress Street,Suite 100 Boston,ALL 02114-2017 www.mass gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auulicant Information Please Print Legibly Name (Business/Organiza6ongndividual): WINDOW WORLD OF$OSTON LLC Address:24 CUMMINGS PARK SUITE 15-A City/State/Zip:WOBURN, MA 01801 Phone#:781-932-4805 Are you an employer?Check the appropriate box: 1.00 I a �a employer with 20+ 4. ❑ I am a general contractor and I Type of project(required): � 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' o workers' co comp. insurance 9. ❑Building addition [N comp. P- re required.] 5. We are a corporation and its 10.❑Electrical repairs or additions q ] 3.❑ I 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.Fl Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.0—Other 1 ) comp.insurance required.] *Any applicant that checks box#1 must also fill out the section'below showing their workers'compensation polio 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractor: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 thepolicy and job site information. Insurance Company Name:HARTFORD FIRE INSURANCE COMPANY Policy#or Self-ins.Lie.#:22WECLJ2635 Expiration Date:01/27/2017 r Job Site Address: City/State/Zip Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A=of-MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against he violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA forffisuragce coverasawyerification. I do hereby certify under t pa' and p ' s of perj that the information provided abo a is t#iie and correct Signature. Date: 1,6 Phone#: 781-932 Official use only. Do not.write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: WINDO-2 OP ID:AU DATE IfEIUDD/Y"11 CERTIFICATE OF LIABILITY INSURANCE T0112512016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemen s. PRODUCER CONTACT NAME: C.Timothy Ward,CPCU,CIC Senn Dunn-GSO PHONE 3625 N.Elm St. WC.No Edl,336-2T2.7181I W.N,:338-46-1397 Greensboro,NC 27456 F"" :twardiRsenndunn.corn C.Timothy Ward,CPCU,CIC . INSURMS)AFFORDING COVERAGE NAIL# MURERA:Citizens Ins Co of America 31634 INSURED Window World of Boston,LLC IISURERs:Allmerica Financial Benefit 118 Shaver Street wsuRERc:Hartford Fire Insurance CO. 19682 North Wilkesboro,NC 28659 INSURER D. j4 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 'CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OFINSURANCE POLICY NUMBER MMIOD LMTS A X COMMERCIAL GENERAL LIABILITY. EACH OCCURRENCE s 1,000, CLAIMS-MADE �OCCUR BS7902527 04101/2016 04101/2016 PREMISES-(Ea DAM16E TO $ 5001 Business Owners MED EXP(Arty one person) $ 5100 PERSONAL&ADV INJURY S 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s Z,000,00 POLICY 1-1JEGT DLOC PRODUCTS-COMPIOPAGG $ 2,000,00( i OTH R: : AUTOMOBILELIABILJTY COMBINFO SINGLE LIMIT 1,000,00 B X ANY AUTO AW68Tb7615 06/16/2015 06/16/2016 BODILY INJURY(Per person) s ALLOVVNED SCHEDULED AUTOS AUTOS BODAY INJURY(Per accident) ; HIRED AUTOS NON- TAUTOS P 0 G ; ; X UMBRELLA L IAS X OCCUR i EACH OCCURRENCE ; 11000,00 A EXCESS LIAB CLAIMS44ABE 0B67902527 041011201E O410112016[AGGREGATE s DED RETENTION ; WORKERS COMPENSATION X I PER ER AND EMPLOYERS'LIABILITYC ANY PROPRIETORIPARTNERtE*CUTIVE YIN 2MCU2635 01/27/2016 01127IM17 E.L FACH ACCIDENT ; 500100 OFFiCERIMEMBEREXCLUDEDT NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 500,00 If y under DESCRIPTION O OPERATIONS below E.L.DISEASE-POLICY Llurr ; 600im DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Adel tlonal Remarks Schefide,may be athched if more apace La ralUlred) CERTIFICATE HOLDER CANCELLATION FORINFI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE,THEREOF, N07TCE-4MLL BE DELIVERED M For Information Only ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORBED REPRESENTATIVE 01988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � 13 Parcel Application #a 0 Health Division Date Issued �T2_1 1 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approvedby Planning Board Historic - OKH Ivy _ Preservation/ Hyannis W Project Street Address Ca_ b g Village Owner r�ty `F)at,-) Address ']�C_n CQv ow Telephone SfQ 9DD Permit Request _ Sa IShn I,t r z k�ce We S S c -r �r; , �0 )o Square feet: 1 st floor: existing —proposed 2nd floor: existing proposed _ Total new Zoning District W_ Flood Plain Groundwater Overlay Project Valuation ao O� Construction Type R3 Lot Size Grandfathered: ❑Yes 2Mo If yes, attach supporting documentation. Dwelling Type: Single Family Ek Two Family ❑ Multi-Family (# units) Age of Existing Structure 30 Va Historic House: ❑Yes O�No On Old King's Highway: ❑Yes Ja No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing — new — First Floor Room Count IY eat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other m y tentral Air: ❑Yes ❑ No Fireplaces: Existing_WkNew Existing worldAoai stove ❑Yis ❑ No Detached garage: ❑ existing ❑ new sizdgpool: ❑ existing ❑ new size AtBarn: 0 e isting ❑ new sizekk Attached garage: ❑ existing ❑ new sized: ❑ existing ❑ new size Other: `_4 Ij Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0 No If yes, site plan review# 42. Or Current Use�rS i�✓ 4114 Proposed Use APPLICANT INFORMATION _ _-(BUILDER OR HOMEOWNER) Name Y' - �r� �ks o PL Telephone Number -b 5 Address a at e S 1�r� �a�� License # C S — /Dg 6) Home Improvement Contractor# �g Email CAR t S W - C6yv\- Worker's Compensation # V '7 � CGS c a ALL CO TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO am SIGNATURE DAT FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION _t FRAME +„ INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. } r M1ul�lxhus�tti pevafrrsrent of aup►rc S4fc1y 808rd of Ouaiding Rfllutal+o4 an0 SIAMUtdll . r ,�•,":u.•,.a`aln rz x_. �cnnswr CS-108615 ` JASON PATRY 821 STEWART DRIVE t+ Abington MIA 02351 # , G+�ttnNN�au�i�wr 021OW2019 Office of Consumer Affairs&Business Rel;nlratioo ; 1 HOME IMPROVEMENT CONTRACTOR ' r a }y a R9918tradon: 168572 Type-II ; s Explmtlon: 3l=17 Supplement C SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET BLD 2UNi g UAL80ROUGH,MA 01752 ! " uddeneerenrq . e I Office of Consumer Affairs d Business Regulation ' 10 Park Plaza -=Suite 5170 Boston, Massachusetts 02116 Home Improvement,Contractor Registration Registration: 168572 ' .t Type: Supplement Card w t+ Expiration: 3/8/2017 SOLAR CITY CORPORATION CHERYL GRUENSTERN = r 24 ST MARTIN STREET BLD 2UNIT 11 -- - ----- - =--- —= - MARLBOROUGH, MA 01752 r ' Update.Address and return card.Mark reason for change. SCA 1 4) 201".Vi - Address :` Renewal .Employment r!Lost Card Ar* f Zri i':'ir1/lt =Mee of Consumer Affairs&Business Regulation --License or.registration valid for individul use only w OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: F Once of Consumer Affairs and Business Regulation ..Registration: 168572 Type: ; r;' 16 Park Plaza-Suite 5170 Expiration: 3/8/2617 Supplement Card Boston,MA 021.16 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY J, ""' c SAN MATEO,CA 94402 —% — --- ---• _._-_ Under_secretary _ -Not rth ut signature , f r ne C4flt/witwe!t[lt/t of 14 asdeltftSeft Dep nt ofdndustrfolAccldents 1 Cougrefs Street,Suite 100 Bosron,M4 0-114-2017 tvww.mrts.�gnv�dia 11 orkers'Campeandon Imuranee Affidavit:l3nil&nWCootrulws/Electriciam/Plumbers. TO BE HUX RTM THF,t?HR3ft1 ING AUTHORM. Insy.Print Legibly Name SolarCity Corporation , Address: 3055 Clcarview Way City/State/Zip: San MatapCA 94402 Phone#: 888.765.2489 Are yarn adtmployer?Cheekthe apprafWaee Sox:12,500 Type of project(required): P aY M�trdl aad�ar pit- atr) 7_ []Now construction 2.0 i am a sotr prnpriot�or patta�itga and Save no eatPlo>fis vaxkiag forme in a. 0 Remodeling Aw c+p=ily Pa wwkcw comp inwrimc required.) 3 Ql tun a hamco%mr dmog all,* k. sci£ owodoxa' r q• 0 Dt:mDliaan � [N axaP itistasence rsquitai.) 4 01 am a homoptmer avid a�11 ixi hiring cbatmstora m em> ct elf�ho[k on E 0 0 Buildfi*addition ray propet�►: 1►nll eature that AU rmuadon eitlrer lmve.rpthCM•sOU4MMdon msumY O.emsak 11.Q F.l=ftica)rzpairs or additions prPprietots witti no etaplayroa 12.I]Altanbing Impairs dradditions 5 0 t 4M a*neat MRIM=and I have fixed the sib-mmadm9 le;ted en the atwhed sheet '!here Wb-comtaemrs have etaoayots mtd im V watkas'comp.kmxaam: E 3.QRrsnf repairs &0 We area cQgwadmt and trs officers lave exucised their right ortaemption pet M{U,o 14.[EOtiter Solar Panels ii?,MO.O.and we have no ewptoyees-94 inmranea tt tired] 'A-appftenml that c1mb box 4 t mot aLa ffll Ind the sectiaa betnwshow inn their rwrkaf wmpes>satsea potiep iafnraouian. r HPfiEOLY m 4'h0=h tail rht9 mdaati the Etc all aB do wo do attd thin bit o>aslda car tCoanaam Ovid dick y O1e vaetars must udimit a neW amdant ued:catm auci>_ nos box must mtarlud en additional -o Pi sbtxtshtnatiag the aamc afire stds.cariu�dors and sate wha4ter or not dms9 rnSities have . emplrsws Ifftsub-conex"s have empiayeetft taw MMetheir workem,—PP pniicy—b- 1 rtne axt e»nplaycr r1 ispravi�ite¢tt+arlters'roerssgt�at!ir,;surattceJar ray errgJloyees Seltrw is the policy rota€Job site infarmadon. , Insurance Company Name_ Liberty Mutual - Policy a or Self-ins.Lie.M WA766DO66265024 R Expiration Date: Job SiteAddr+css-_75 Cap'n Crosby Road _Cny/stattr&iw-enterville,MA 02632 Attach a.copy o€the workers'cotmpemation paRcy declaration page(showingthe policy numberand expiration dafx). Failure to secure coverage ss n quirad mKkr:vtOL c 152.j2SA is a criminal violation punishable by a fine up to$4500.0D andlor one-year irttprisonment,ads well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a ; day against the violamr.A spy of this statement may be forwarded to the Office of Investigations of the D€A for instance coverage verification. 1 ::Z= and peaalfies of perjw y that the ie farmariou pravi�lad above k&M auad eoty� i� August 24 2015 Uf/uial>lse eely. Do rrot.ttnite Fn this arts,b be entryvldterl by c&y artexn efJtelpl , City or Town: PervdtUcertse g Issuing Aafkarity(circle one): I.Hasid of lilealtb 2 Darting Department 3.Cityfrown Cleek 4,Electrical Iraspettor S.1'1miling Inspector 6.Other Contact Person: Phone is: ' .4coRr�i' CERTIFICATE OF LIABILITY INSURANCE fWASH°'TY""' 'T4If8 CER13FIt E 13 OWED AS A MATTER OF WORIUMON ONLY AND 00Ht'=NO R10 M UPON WE GIMTFF6A7E BOLDER.im GLRMCATE VOIN NM AFPiRAAAWMY OR NEGATWELY AMEND.EtMD OR ALTER THE COVERAGE AFC BY THE POLICIM RELOK TM CEIMCAT3 OF DIOURAWA pCd6&iiOr CONS4Y'lW6 A CONTRACT 0111 AMN TM I8 WIG IMSi1RNRM, AiJnNWJMD REPRESENiATiVE ORPRODUCER,AND IMCERMCATE HOLDER. WKWANP. D the cot holder k=ADDf11IONAL INSURE1%the ondmrs tt 8UWOQATlON FS TNA L%Stt4jllet to' the tBntw and omr4tworw of the pwkv,ce nwo polhfte may M"Irm an ondommnerd. 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ACO 0O$B tM" MO.ACORO n0ft Und logo Sao at&tn"n4wtgt of ACOW Version*48.9 -- ov,SolarQt _ August 19, 2015 j Project/Job# 0261720 RE: CERTIFICATION LETTER Project: Sawyer Residence t e 75 Cap'n Crosby Rd Barnstable, MA 02632 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity: Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 110 mph, Exposure Category C t -Ground Snow Load = 30 psf - MP1: Roof DL= 10.5 psf,Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 13.8 psf(PV Areas) . - MP2: Roof DL= 14 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 13.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. w Ijcertify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions-or concerns regarding this project.: A 1 Q� JAS014 WIL'I,A TDMAN STRUCTURAL cn No.51554 Jason W.Toman;-P E. " �� 9F0/ST Professional Engineer T: 480-553-8115 x58115 Di ason Tohnan email: jtoman@solarcity.com " Date:2015. 8.19 21:55:31'-0T00' *. ' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.corn .� AZ ROC 243771,CA CSLB 888104,00 EC SD41,CT HIC 0832778.DC HIC 71101486,DC HIS 71101488.HI CT-29770,MA HIC 168572,MD NIHIC 128948,N.1 13VH06160800. - _ i 08 006 180498,PA 077343,TX T0LR 27006,WA R.CI-i 50,I.ARC'91907.0 2013 S.In10(y.Ail rights resorvaq. - i 08.19.2015 asOla��l�Y PV System Structural Version#48.9 oi. Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Sawyer Residence AHJ: Barnstable Job Number: 0261720 Building Code: MA Res. Code, 8th Edition Customer Name: Sawyer, Richard Based On: IRC 2009/ IBC 2009 Address: 75 Cap'n Crosby Rd ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/ Longitude: 41.679999 -70.356974 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Cody Raber Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category (SDQ = B < D 1/2-MILE VICINITY MAP USHWY6 � • Barnst�3ble'Stati?.Forest e• a .• • ' :, NallelVlassGIS, Commonweafth - • D• Farm Service Agencl Cap'n Crosby Rd, Barnstable, MA 02632 Latitude:41.679999, Longitude: -70.356974, Exposure Category: C r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary Horizontal Member Span Rafter Pro erties MPl Overhang 0.82 ft Actual W . 1.50" Roof System Properties - San 1 - 13.73 ft `°°' "'Actual'D V " !`__.7.25"_ `. Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin 'Material . n " °"' :Comp Roof San 3• Re-Roof No San 4 S. 13.14 in.A3 PI ood She h. ,' r at m . . t ti. .t."; r � :Yes San 5� a - " ,I -=47.63 m."4 Board Sheathing None Total Span 14.55 ft TL Defl'n Limit 120 Vaulted Ceiling : 0 , �No=. x PV 1 Start' ' "1:50 ft Wood Species, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.83 ft Wood Grade #2 Slope -.Rafter, '310 s, PV 2 Start'° u 1 ;� Rafter Spacing� 16"O.C. PV 2 End F. 135 psi g Full= .. I �,PV 3 Start , E :�. ,To Lat Bracing. ; A'" a 1400000 psi - Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch J 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.17 12.2 psf 12.2 psf PV-DL* 3.0 psf x 117 PV Dead Load._ : a .._'< .' . .3.5 psf - Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Uve/Snow Load.,n - :. « ' LL SLl'2 130.0 O sf m.,'_:' x 0:7 1 x 0.46 o21.0 psf, i,-: 13.8 psf Total Load(Governing LC TL 33:2 psf 29.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)pg; Ce=0.9,q=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD I CL + CL - CF Cr D+S 1.15 1.00 1 0.38 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 0.8 ft. 155 psi 0.23 D+S Bending + Stresses = K - 839 psi °w 7.7 ft.. .,.1389 si 0.60 '4RD4 S ` ,Bending - Stress -19 psi 0.8 ft. -532 psi 0.03 D+ S Total Load Deflection-• ', , . 9 ° 0:63 in 303` "" .` 7.7.ft. 1.6 in. : L 120 x m 0.40 a`D7+.S "' `'.., y CALCUI:ATI_ON=OF DESIGN WIND LOADS=MP1 Mounting Plane Information Roofing Material Comp Roof FV.System Type — SolarCity SleekMount" g Spanning Vents No Standoff Attachment Hardware ... ; ' s" Como MountTvoe C. :k Roof Slope 310 Rafter_Spacing . - - f 16�O.C. us . : .. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlin5 Only NA _ Tile Reveal Nile Roofs Only NA� _ TileeAttachment System Tile Roofs Only NAv7, Standin Seam ra Sp acing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design, hod - -- _ Partially/FuIIy�Enclosed'Method — - - — --- Basic Wind Speed V 110 mph Fig. 6-1 Exposure,Category _ -_ — C ' " -= Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h , , y 25 ft tt . =Section 6.2 4,f Wind.Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 TopographicyFactor s ' rt- 1:00 J Section 6.5.T . Wind Directionality Factor Kd 0.85 Table 6-4 .Importance Factor . . I u 1.0 . Table 6-1 Velocity Pressure qh qh =0.00256(2)(Kzt 5 (Kd)(V^2)(I) Equation 6-1 b Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down): GC Dow 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U 23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" .... . Max Allowableg Cantile_v_e_r• _=--- - Landscap-e_ 24" x„ rY" . Ng Standoff Configuration Landscape Staggered rc t: ar Max Standoff Tributa Area. Trib 17 sf-.,�� ` � h�• � PV Assembly Dead Load W-PV 10 psf Nit—Wind Uplift at Standoff _ 171-Actual ° " =386 Ibs r _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff'Dem nd Ca aci DCR a 77.3%° X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" R�-I - . Max Allowable Cantilever Portrait- a_ 17", _ NA { ---� — Standoff Configuration Portrait Staggered Max Standoff Tributary,Area Trib 22 sf PV Assembly Dead Load _W-PV 3.0 psf " Net�Wmd_Mphft at Standoff -Tactual =484 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 7 `96.8% ,, k STRUCTURE ANALYSIS -:LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 ° .« -11.57 ft V Actual D °9:25"' " Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin g Materials '""' "Com `Roof I '" : San 3 _ k,- ; q. 1z 13:88 in.^2.,. Re-Roof No San 4 S. 21.39 in.^3 Plywood Sheathing ,.Yes" Span 5'' Y .� 1, 4:; 98.93 in.^4k,� Board SheathingNone Total Span 12.39 ft TL Defl'n Limit 180 777 Vaulted Ceiling .,. ;. F , - .*,-Yes, PV 1,Start' ° 3.17 ft Wood Species, SPE Ceiling Finish 1/2"Gypsum Board PV 1 End 13.25 ft Wood Grade #2 Rafter Sloe ,. 7 310, PV 2 Start r. o ,,:. ,Fb� �_ � „ �•875psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing ,r u `~ - �; YFull,..w v PV 3 Start, ,x , w ,p =E 1400000 psi ° Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.17 16.3 psf 16.3 psf PV Dead Load a _ .u ri u. PV-DL 3.0 psf` °` x 1.17 1 L. .: 4 A,A Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load. , „ ._. LL S012, - ,.r~ 30.0 sf° .. x 0.7 .,I x 0.46 °" " 21:0 sf. �t .13.8. f u ri Total Load(Governing LC TL 37.3 sf T 33.6 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1.00 1. 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 26psi- 0.8 ft. 155 psi 0.17 7 D+S Bending + Stress " 419 psi .- rf, 6.6 ft. < , : . A.1273 psi ""0.33""� ... -.,mn D+ S Bendin - Stress -13 psi 0.8 ft. -1273 psi 0.01 D+.S Total Load Deflection " „ rc''" 0.18 in. `, ,918 6.6 ft. .g =_ < , 0.9 in. I L 180 w. <. 0.20 : 10 ,,D+S .S: 0 CAL'CULATION_Of DESIGN�WIND_LOADS Mounting Plane Information Roofing Material Comp Roof PV System Type k Soli rCity SleekMountT'" a Spanning Vents No0 a I Standoff Attachment Hardware .Como Mount TYDe C., .E 1N, _ . Roof Slope 310 Rafter S acin .,•. ,• 16"O.C.' Framing Type Direction Y-Y Rafters Purlin Spacing- X-X Purlins Only` __ _ NA Tile Reveal �.Tile Roofs Only NA Tile Atta_chment_S_ystem ' -Tile—Roofs Only . , NA Standing Seam/Trap Spacing �SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partialy/FullyyEnclosed Method' Basic Wind Speed V 1'10 mnh Fig. 6-1 Exposure Category= --"- '- - e C -, Section 6 5 6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height, h. - 25 ft §Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic __ K= °1.00 0 r Section 6.5.7; Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance.Factor 1 1':0 -,Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.-Pressure Coefficient Down :GC w " " ` 0.87� Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U „ -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing, —Landscapee 64" 39" �.-. LMAwaeCantlevr dcape 2_4"ry ~i _ NA - Standoff Configuration Landscape Staggered Max Standoff Tributary Area _- Trib - L 17 sf• PV Assembly_Dead Load W-PV 3.0 psf N to Wind:U-liftat Standoff_ = T-actualactual -386 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR r, 77.3% _ °_ 7777-7 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allow_able._Cantilev-r Portrait _° „ _• . 17"_ . ._A 4 _NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib 22_sf PV Assembly Dead Load W--PV 3.0 psf Net Wind Uplift at Standoff T-a_ctual %' -484 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 7 sK 96.8% L CAPE CLLOD INS U L AT iF(jN. =', 4'1 5 FIBER OLASS SEAMLESS SPRATIOAM .SUSPENDED BATTS GUTTERS INSULATMN_IXILINOSyw.uN.°rc-x° *+'- 1-800-696-661�11 1 Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 " Date: 7/3 / Y Dear Building Inspector . Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. r Property Owner Property Address Villa e YO 1&,6k,Vj 3au) -76� 6' in Nos-b J Insulation Installed: Fiberglass Cellulose R-Value " ' Restricted Unrestricted Ceilings s C-Cr t lets (x ) ( (30 ) ( ) (1{) Floors Walls Sincerely He E as y , Pre 'dent Cap Cod I ulation, Inc. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' Application # �6 la, Health Division - Date Issued Conservation Division t Application Fee Planning Dept. yi Permit'Fee Date Definitive Plan Approved by Planning Board C�Co�G�jZ Historic - OKH_ _ Preservation ! Hyannis Project Street Address I Village Owner Address Telephone Permit Reques/w �L Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District :Flood Plain Groundwater Overlay Project Valuation, 34 Z2, 10 Construction Type Lot Size _ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family &r/^ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes _'No On Old King's Highway: ❑Yes 2'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: _ existing —new Total Room Count (not including baths): existing new First Floor R Count,!;�? P�. ram; Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Otherq t Central Air: ❑Yes ❑ No Fireplaces: Existing New • Existing wood/boal stove ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑a4xisting l neT size, Attached garage: ❑ existing Ll new size _Shed: ❑ existing ❑ new size_ Other: Fv CT Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes C N= 5- If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lephone Number Address yov7t License # (2�0 lkdam�� &A Home Improvement Contractor# Worker's Compensation # W—CA Cc 0 90' ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO WAWA 12, v SIGNATURE DATE i I r `t FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED c ; MAP/PARCEL NO. .... r ADDRESS -VILLAGE OWNER— r F DATE OF INSPECTION: FOUNDATION FRAME INSULATION= FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH — FINAL " x GAS: ROUGH FINAL • r -FINAL BUIL"-DING1_- 4 DATE CLOSED OUT � 'I ASSOCIATION PLAN NO. L i 'w glow,Ca 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation & r Expiration: 12/15/2012 Tr# 206433 CAPE COD INSULATION, INCH HENRY CASSIDY 455 YARMOUTH RD. HYANNIS, MA 02601 r Update Address and return card.Mark reason for change. _f � '/ Address Renewal ❑ Employment ❑ Lost Card DPS-CA1 0 50M-04/04-G101216 Office o mer Affairs Bus ne ReguI tion License or registration valid for individu! use en!; HO 1 6�G�&WMA before the expiration date. If found return to: Registration: 153567 Type: Office of Consumer Affairs and Business Regulation Expiration: 1f2/15/2012 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 OD INSULATION HENRY CASSIDY 1 455 YARMOUTH HYANNIS, MA 0260i1 Undersecretary t alid ith t A ture Vl»s -tchusetts-department of Public Safeh' Board of Bt°ifdina Rc�-ulations and Standards', . construction Supervisor License License: CS 100988 HENRY CASSIDY '° 8 SHED ROW : ; WE%T`�ARMOUTH, MA 02673 �+ ' c— �" j�. Expiration: 11/11/2013 ('umuii...i mcr Tr#: 7620 4P' The Comn2onwealth-of Massachusetts Department of Industrial Accidents x � . m W Office of Investigations W`° 600 Washington Street Boston, MA 02111 wwvv.mass.gov/dia Worker's compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): e G-) ( t . G , la ridao P . Address: City/State/Zip: YG�' del l S_ WA ©�C� 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 have 6. ❑ New construction employees(full and/or part-time)." hired the sub-contractors listed on 7. ❑.Remodelings the attached sheet.$ 2. F� I am a sole proprietor or partnership r These sub-contractors have 8• . ❑ Demolition . and have no employees working for employees and have workers'. comp., 9, ❑.Building.addition me in any capacity. [No workers' insurance$ 10. ❑ Electrical repairs'or additions comp in required.] 5.❑.We are a corporation and its officers have exercised their right of, 11. Plumbing repairs of additions 3. ❑ I am a homeowner doing all work exemption per MGL c. 152§(4),and 12. Roof repairs myself. [No workers' comp. '' we have no employees. [No workers' 13., Other insurance required.] t 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. tContractors that check this box must attach 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: l.) Policy#or Self-ins.Lic,.#: y(/� ©©-1 � �% J • Expiration Date: IL6L 6.1_� Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition,of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.Be advised that a copy of this statement ma e forwarded to the Office-of Investigations of the DIA for insurance coverage verification. I do here c i under the ins and penalties of perjury that the information provi d above is true.and correct. Signature: Date: Z Phone#: �+ Official use only.Do not write in this area,to be completed by city or town official . City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department_ 3.City/Town Clerk, 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: r Da tr: -4/19/2012 Time: 10:13 AM To: Cape Cod Insulation, Inc @ 1508-778-5735 Rogers tx Gray Ins. Page: 002 Client#:4597 CCINSUL ACORD. CERTIFICATE OF LIABILITY INSURANCE:., F DATE(MMIDDIYYYY) 4/19/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS _ CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY.AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - .NAME:A Margaret Young Rogers 8 Gray Ins.-So. Dennis v PHONE 508-760-4602 F^X" 508-25&2102• LAIC.No, Ext: AlC,No 434 Route 134 - AD Bess: youngma@rogersgray.com P.O.BOX 1601 PR Du R CUSTOMER ID#: South Dennis, MA 02660-1601 - INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A,Peerless Insurance • • _ 18333 Cape Cod Insulation Inc INSURER B:Ohio Casualty Insurance Company. 455 Yarmouth Road INSURER c:Atlantic Charter Insurance Hyannis, MA 02601T INSURER D:Commerce Insurance Company 34754 r INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N R DDL UBR - POLICY EFF POLICY EXP TYPE OF INSURANCE ..POLICY NUMBER MMIDDIYYYY MM/DD1YYYY1 LIMITS A GENERAL LIABILITY CBP8263063 04/01/2011 04/01/2012 EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY - - DAMA E T RENTED PREMISES Ea occurrence $1OO OOO" CLAIMS-MADE XJ OCCUR - 4 " ; - MED EXP(Any one person)'' $5,600 - • �> ,+. . •PERSONAL 8 ADV INJURY $1 000,000 , 'Y GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC - $ p AUTOMOBILE LIABILITY 11MMBCKVMK 0112011 04/01/2012 COMBINED SINGLE LIMIT ANY AUTO •- - (Ea accident) $1,000,000 ' + BODILY INJURY(Per person) $ ALL OWNED AUTOS _ BODILY INJURY(Per acradeni) $ X SCHEDULED AUTOS ,3 PROPERTY DAMAGE - X HIRED AUTOS - (Per accident) $ • . , X NON-OWNED AUTOS $ . - B UMBRELLA LIAS X OCCUR 0001254514645 04/01/2011 04/01/2012 EACH OCCURRENCE $1 000 000 EXCESS LIAR- CLAIMS-MADE ' AGGREGATE $1 000,000 DEDUCTIBLE $ X RETENTION 10000 $ C WORKERS COMPENSATION WCA00525902 6/30/2011 06/30/201 X WC sTaTu oTH- - AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVEY I N , r. "" E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED?, a NIA (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE$500,000 If yes,describe under - - - DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $500,000 .. DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,it more space is required) - Workers Comp Information Included Officers Or Proprietors 'CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE •� THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN r. ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE - c 01986.2009 ACORD CORPORATION.All rights reserved.- ACORD 25(2009109) 1 of 1 The ACORD name and logo are registered marks of ACORD #S80552/M68179 MEE r a OWNER AUTHORIZATION FORM 91 CAG f d' �A( , •'e r ; (Owner's Name). • owner of the r o P petty located at . �-g Cc•P'n 'Crosby 120a•� (Property Address) C-e n t-e-rv,",Ile A1. Oar. (Property Address) hereby authorize (Subco ctor)., an authorized subcontractor for RISE Engineering, to act'on my behalf to obtain a building permit and to perform work on my Property. Owner's Signatu e `Date • . .. ` r III ' . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. 1 Map . Parcel Application # Health'Division f Date Issued l Conservation Division, Application Fee Planning Dept. _ Permit Fee S� Date Definitive Plan Approved by Planning Board 3�Lz�L Historic - OKH _ Preservation / Hyannis Project Street Address n• C cc 2. Village C e. 6k P C tl o Owner 1�1�C ha,t R- Address n- Telephone Lq ,� Permit Request U Ord a .I-- ,et Square feet: 1 st floor: existingcJSG proposed O t 2nd floor: existing O proposed --C—Total new 3o Zoning District Flood Plain_ Groundwater Overlay Project Valuation Construction Type v Lot Size_ I LI S 4 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Farnily(# units) Age of Existing Structure 37 Historic House: ❑Yes 0'No On Old King's Highway: ❑Yes Cab Basement Type: ❑ Full ❑ Crawl W alkout ❑ Other Basement Finished Area(sq.ft.) -7 3-0 _ Basement Unfinished Area (sq.ft) a cm Number of Baths: Full: existing___ new Half: existing new Number of Bedrooms: _ existing 0 new Total Room Count (not including baths): existing CP new First Floor R iam Courts y o Heat Type and Fuel: ❑ Gas W.,( iI ❑ Electric ❑ OtherZE Central Air: ❑Yes &�o Fireplaces: Existing New �_ Existing wood/coal stove: 0% ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: O existing�0 new, size_ Attached garage: ❑ existing O new size _Shed: ❑ existing ❑ new size _ Other: c" CO rn Zoning Board of Appeals Authorization ® Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use---- - �_�,._� ry� - proposedUse APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C e�c > C �P _ Telephone Number 6g� Ll a O - 9 0 O P Address �!! i1 ct 5 ./ License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO n v M , 4ec SIGNATURE DATE 10�I�L } FOR OFFICIAL USE ONLY ' APPLICATION# f 0_ =')ATEISSUEDi:-a,, MAP/PARCEL NO. ADDRESS VILLAGE OWNER ; DATE OF INSPECTION: ' r FOUNDATION,, + _ FRAME Sp I INSULATION: o FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: c:. y ROUGH FINAL _ ,ijF.INAL BUILDING x s _ DATE CLOSED OUT ASSOCIATION PLAN NO. , r r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street' Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Buflders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizataon(ln&vidaat):_� Address: `7.1' City/State/Zip:_ /� Phone Are you an employer?Check the appropriate bog: Type of project(required): . 1.❑ I mm a employer with 4. ❑ I mm a general contractor and I employees(frill 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 9. Demolition working for me in any capacity, employees and have workers' o workers' comp.insurance comp.ingurance.t 9. ❑Building addition required.] S. ❑ We are a corporation and its 10.❑Electrical repass or additions 3. I am a homeowner doingall work officers have exercised their [I g repairs or additions. lI. Plumbin myself [No workers' comp. right of exemption per MGL 12,❑Roof repairs insurance required.]t c. 152, §1(4),and we have no 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 inh oration, t Homeowners who submit this affidavit indicating they are doing aA work and then hire outside contractors must submit anew affidavit indicating such, tContr-actors that check this box most attached an additional shoot showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they mast provide their workers'comp,policy member, I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Inmmmce Company Name: Policy#or Self-ins.Lic.#: Expiration Date,- Job Site Ackiress: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature:ure: .�0 �Y � �� Date Phone#: �%,►�' y r>G / fo Off cial use only. Do not write in this area, to be completed by city or town off ciaL City or Town: PermitUrense# Issuing Authority(circle one): 1.Board of Health Z.Building Department 3; City/Town'Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: . TKE Town of Baragta.blo y�P Reg-arafbry services su�T_;r Thomas F. Geiger,Director fiwa QED A6 EnEding DNISIoIl Tom P ! erry, $ul7ding Commissioner ., 2DD Main-S_k-cct,_ffysanis,MA_02501 - x�.tolsn.bar-ustB.ble.tna..us - - E= 509-862-4038 Paz: 50&=790-6230 EIMMO"R r1CFmIRM=h=ox Plan Print ` DArE 3dB IIDCAT70N• uumbc rat Rxol�tEowrt�^, . �ri �.�1O �—,�`��•r� �'l� ����r'Jl� _. n midhome phone a%ork phone CLJRR \rr 1LAn NG ADDRESS:_ `�ha°t° rtaiz zip code � Tlkc c==.t exemption for"hommow="was extsnd.ed to include owner-Decupied dvrTQnEs of Sin units orlcss and to BLOW hommowners to engage an individual for birc who does not possess a lie=nsc,provided the thr owner acts as su�cryisor. impuanDx oR Horemc)WN-R P mrson(s)who owns a parcel of land an which hc/shc sides or iatcnds to reside, cm which there ia, or is intcndcd to bc, a one or two-fatly dwalling, attgch d or drtanhmd stm.ctrscs accessary to such IIsc and/or farm sfructrurs. A person wbD canstr4ccta more tbaa Dmm home in a two-year period'sh&a not be c:onsi.dcrmd a hommownar, Such- "hommowncr"shall submit to the Bmldiug official on.a fo=acceptable to the Bulhiag Dffn'A 1, that bc/she shaD be anstblc for aIl such work performmd under the bmldinz permit (Section I D9.1.1) Chm undersigamd`bommownrt:'assumes rmsponsilili:fy for compliance with the State Building Cc)dc and other :pphcablc codes, bylaws,rules and rmgandiom, It undersigned`bomeownzr"ccrtifics fat he/she understands the Town of Bamsfable Building Department. xini—ima =Hon prof mdnres and rt—*�t s and that hm/shc wt71 Damply with said proccdarm and =zT.TIr'emr��nt��S. PIkKUTZ of Homcowncr pm-nl of Building Dfacial Mote: Three-fam y dwellings containing 3S,DDD cubic feet or larger:wi71 be rcgtzucd to cotxiply with the _ce.B ilding CDdc Section 127.0-Const=ti.on Control. . HQMEOwh'E.R'S EJ�h�ZTOAr: .The Code stales that: "Asry bomeowac'r pafmmmg wort;for which a bmiding p=-a t is requires shaD be exempt fnm the provisions ur section(Section 1D9.1.1 -.1a=L iug of canshvrtirm&Lpenzsors)t prmvidmd that if the'homcowner mpgrs a pasrm(s)for hirt to do such that such liomeowna sbaIl art as suppYisDr."' 1 y hrnncosenas Who use this errmptiom are unaware that fhcy art zssuming the rrsp mi'bilitim of a sup=yisor(see Appmdk Q, s&Rrgulattons for Licensing C®shue6rsl SupaYi.T=,Section 2.15)-This leek of awararess hftra resutts in serious problcras;partieuiar}y i the hom=*wDrr hires unlic=cd p=m m ha:this ease,our Board camrol proceed against thr unliaased person as it would with►Nocrised rYisor. The homeowo a actatg as Supervisor is ultimatr ly responnble. To ensure that the homeaoenar is fuDy ewmz of bislhersrspoasibilitia,many communities rcgtra-e,as part of the panrit application, oe homeD{Yner e:c*that btlshe understands the responsibilities of a Supervisor. Dn the last page of this issue is a firm munzntly used by Ll towns You may care t amad and adopt such a formlmettifi=6m for use im your morrm pity, :it:homcn:cmpt � - j �TME Town of Barnstable t Regulatory Services t '"ir,i►u►& Thomas F. Geiler,Director s6;q. �m 0. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: 509-790-6230 Property Owner Must Complete and Sign This Section . If Using A Builder as Owner of the sub)ect property hereby authorize to.act on my behalf; in aIl matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to.be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPEPUMSIONP00LS 1 I ' � I I t.rt I ^� n 20y—;le In 4 � 41,0 1 J SEWAGE DESIGN PLl�11 ' L DCATION PLAN REFERENCE . •'. .........:.... LAND SURVEYOR �ja� I,F«`.t; 1/T�1L9�di'' CIVILMqy ENGINEER PETITIONER: E {�`-r of ASS ., �qA OF � „/� . :.}r'•'r"� /� i!/(io/p..k :,'� L TH L ,f: Qw�y ......... ... . .. ....-....... ?� S�, „.,/ THO G ,�:..f!�!.rr4•a <. .: .t'.... :.. K .1 M04145 E. KELLEY ENGINEER— SURVEYOR Y yyt��pdo Q N �IST�a ypN 346 LONG POND DRIVE °p ,ST& 0 SUP'J, SOUTH YARMOUTH, MASS, sS/ONALEt��\ W02664 • .., � f .�..,,.`� _..,c�re.M, �.a` ,:,.. ._. ,. _ �af, .. r,,:iw.�t$..,M�� .,.,�.. 9�.ti.-3YrtS`,�. '110 MPH EXPOSURE B WIND ZONE ✓7 5 �� ��Y Checklist � �����, MA � 2 Wind Speed (3-second gust).........................................................................................................110 mph Wind Exposure Category....................................................................... ......................B 31 Number of Stories ..................................................:........... (Figure 2 stories <2 stories Roof Pitch ........................................................................... (Figure 19) ............................ �� Z <_ 12:12 Mean Roof Height ..............................................................(Figure 2)..........................:......��ft. <_33' Building Width,W .............................................................. (Figure 4).................................. ft. <_80' Building Length, L ...............................................:..............(Figure 4).... .......... ft. <_ so' ................. Building Aspect Ratio(L/W) ............................................... (Figure 4)............ .................... 3.0:1 General compliance with framing connections?..................(Table 2).......................................:................ ,t Type of Foundation ......... ......... ......... ......... ........... (Figure 5).khl4t .. ?)r'X'6 Foundation Anchorage Proprietary Connectors �I Uplift. ...................................................................... (Table 3).....................................U= pff Lateral...................................................................... (Table 3)......................................L= I 2 pff Shear...................................................................... (Table 3).....................................S pff 5/8"Anchor Bolts ! . Bolt Spacing........................................................... (Table 4)......W.V. S/ A$s* .... .......=in. Bolt Embedment.....................................................(Rgure 5)............ �!.t'CT?-�........=in. Washer Size ..... (Figure 5 --in.x_in. x=in.thick L0 Moor4r ming member spans checked? .. (!RC or WFCII� 6 l 1: k.—ft: <_12� L m Floor Opening Dimension ....:..: ..:...... (Figure )... ......... ....... .. to Maximum Floor Joist Setbacks ` (' Supporting Loadbeari Wails or Shearwall:................(Figure 7)......................... ........... — ft. 5 d Te r Maximum Cantilevered Floor Joists . Supporting Loadbeanng Walls or Sheorwall-....:............(Figure 8).................................... . ft. s d floor Bracing at Endwails. (Figure 9). ...................................... ...5:.... Floor Sheathing T : IRC or WFC .... Floor Sheathing Thickness QRC or WFCM) 3 in. Floor Sheathing Fastening ......................(Table t) .....54cp.14-ft Y. �4�° o .r a d' WaII Heigh Loadbearing Walls .... . .... (Fgure i 0): .......... .. ft. < 10' .. .. ...:. gure 10);............ ...... ft: <20'Non-La Walls R :Wall Stud Spacing >: .. ..... ..... ........ ........: ...... ..... (Figure 10)........................... in.<24 o.c. Wa{I Story Offsets ( g: ....:.... ........ . ........... Fi ures 1 .................... ......... �- in: <_d Wood Studs Loadbearing Walls......... °F... 4 (Table 5) .2X-4 - ft. in. 1 .....:.............. Non-Loadbeann Walls �•.MV •• yam g ���. (Table 5).....................2x - ft. v in. �° '% CUDILO o 14..34774cn h STRUCTURAL a�- , R -eo 5� / F ��I c N,4� F J140. W-NOW7 110 MPH EXPOSURE B WIND ZONE Bracing Gable End Walls WSP Attic Floor Length................................................. (Figure 11)... ft. 2!W/3 Gypsum Ceiling Length................................................. (Figure 11)............ �:0.9W Double Top Plate SpliceLength................................................................ (Figure 13).................... Splice Connection(no. of 16d common nails) .............. (Table 6) ......................... ................ ......... Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 7)...... lb. Lateral (no.of 16d common nails) ................................ (Table 7) ................................................ Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 8)............................. ..U = lb. Lateral (no. of 16d common nails) ................................ (Table 8)............................. ............. — Wall Openings HeaderSpans............................................................... (Table 9)...............I.......... ft. in. 511 Sill Plate Spans.. ........................ (Table 9)......................... ft. in. 12' Full Height Studs(no. of studs) (Table 9)................................................ Connections at each end of header or sill I Uplift. (proprietary connectors)............................... (Table 9) ............................................. .- lb. Lateral(proprietary connectors) ............................. (Table 9)........................................ lb. Wall Sheathing Minimum Building Dimension,W SheathingType...................................................... (Table 10).......................................... Edge Nall Spacing.................................................. (Table 10)........................... in. Field Nail Spacing...................................................(Table 10)........................... Shear Connection(no.of 16d common nails)........ (Table 10)......................................... Hold Down Capacity............................................... (Table 10).............................. ........ Percent Full-Height Sheathing................................ (Table 10)........................... Ail Maximum Building Dimension, L SheathingType.................................................. (Table 11).......................................... Ed Spacing ............. . ... ... ...............I.............(- Edge . Table 11)......................................... in. Field Nail ................6....... .......(Table 11) Shear ...................................... ....... C.Qnnection(no.of,16doo'y'w.nai, m ........... ......... Hold Down Capacity......... ................. Percent Full-Height Sheathing..,.............................. 11)......................... (Table ....... ... ..... Will Cladding Rated for Wind Speed? .......................................................................................................................... S11 ROOFS Root framing:member spans checked?.............I................. (IRC or WFCM)........................ ...................... Roof Overhang..... ...... ....em........ . re 19)................ ............ ............ (9 ..........4��ft. <Z*or L13 Truss, I-joist,or,Rafter Connections at Loadbeatind-Wotils Prop rietary Connectors Uplift. ..................................... ......... ......................... (Tole 12) ............................. U. 16. Lateral.......... .............. .................... (T ............................. Shear............... . . . (r 16 .....................;......................... ......... 12) ............................. Ridge-Strap Connections—Tensio n ..... .. ..... le 13).. ....................... .. - T Gable Rafter Outooker .......11.................. ................... ... (Figure 20).................... Jft.::.: Oudooker.Connections at N66-L On '-,-Walls proprietary Connectors Upll�. ............... . . .. ................ . . ..................... (Table 14)........KA..................v lb. ............................. .0-F"kf4S ............... (Table 14)........................... lb. "oof Sheathing Type........ �k . . .......... .........L= ....... . ........... (IRC or WFGA4)................. --ioof Sheathing Thickness...... . . QiF.`E... . ...................:.4..............................11 Roof Sheathing Fastening..... CUDILO �—'in. �t 3/8-wsp ......I......47 ...... . ....... e (Tabl `2 ! ..... STRUCTURAL GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered. co ntact the Engineer of Record. 4. Concrete: Minimum 28 day strength, Pc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage, Basement•etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. . 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50,shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns-,shop weld bearing plates to beams;use E70xx electrodes. Alternatively field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4."Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. Fc. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi, Fc_per=750 psi, ear=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi, Fc�er-750 psi, Fear-2900 psi. Note that Microllam and Parallam-maybe used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional:;Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co..shall be handled and installed per manufacturer requirements,with all nail holes f lled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c Rafter to Ridge Plate: Collar ties min; l k6@ 16"o/c at top or Simpson Straps over top of plywood spaced:16"o/c b. Rafter ends to top plate:';Stmpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS=1 6.Bolts 4R48"centered at band joist Bolts in wood framing shall be standard machine bolts unless noted otherwise:Bott Boles in wood shall'be I/32" larger than bolt diameter. Bolt heads and nutsahall bear on standard malleable iron washers,or square plate washers:All nuts shall be retightened at completion of'ob.' 7.Blocking: a.Blocking shall be solid blocking,2x minimum;and full depth of member. b. Stud Walls:provide.blockmglat 8'.-0 o/c,maximum height: Corners to be blocked at 48"..o/c with plywood iedge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid.Blocking to Bearing 2-8d.toenal4ea:side Blocking Between•Studs 2 lOd toenails,ea,end,;or 2-16d end-nails ea.End . d. New Framing: Provide.2.x blocking for 2 joist/rafter bays and spaced 48"ok in joist:and rafter plane at all edges;att plywood edges to this blocking OF Mqs q 8.Nailing Scheduler s All nailin0hall be in accordance with Appendix.120.Q;unless noted herein specifically. 2� o Multiple Studs 16d,@.12" taggered �o MICNELE tiGm a:All nails shall be common wire nails. CUDILO T °less hNo.34774 9. Headem b. Sub=bore where,nails tend to'split wood. A-111A U STRUCTURAL rs an 4'-0' use 2=2x6 all others.per MA State Building Code Table 502.5(1)and(2). �~i e-ft MICIIELE CUIDILO, P E. J1 `f w _- h-p� , Consulting Structural Engineer 123 Cotton+rood Lane. Centerville, Mono hua% 02832 Drown By: MD Dote: 2 D r awi n g . cole: AS NOTED Rev. p File Name: Project No.:zoiZ— S K_ �._ compliance-report-20120312_123653_387 REScheck Software version 4.4.3 Compliance certificate Project Title: sawyer/sunroom Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 23% Heating Degree Days: 6137 Climate zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 75 capn Crosby lane richard sawyer Centerville, MA 02632 75 capn Crosby lane Centerville, MA 02632 508-420-9000 " Compliance: Passes using UA trade-off Compliance: 1.9% Better Than. Code Maximum UA: . 54 Your UA: 53 The % Better or worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Assembly. Gross Area or Perimeter cavity R-value Cont R-value Glazing or Door U-Factor UA Ceiling 1: Cathedral' Ceiling 308 0.0'30.0 10 wall 1: wood Frame, 16" o.c. 280 0.0 ,19.0 9 window 1: vinyl Frame:Double Pane with LOW-E 63 0.380 24 Door 1: Solid 4 0.380 2 Floor 1: All-wood Joist/Truss:over' outside Air 292 0.0 30.0 8 compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in - REScheck version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name -Title signature -Date Project Title: sawyer/sunroom Report date: 03/12/12 Data filename: .C:\users\bob\Desktop\sunroom\rescheck. rck- Page 1 of 4 REScheck software version 4.4.3 Inspection checklist Page 1 compliance-report-20120312_123653_387 Energy Code: 2009 IECC Location: Barnstable, .Massachusetts Construction Type: Single Family Glazing Area Percentage: 23% Heating Degree Days: 6137 Climate zone: 5 Ceilings: q Ceiling 1: Cathedral Ceiling, R-30.0 continuous insulation Comments: Above-Grade walls: q wall 1: wood Frame, 16" o.c.', R-19.0 continuous insulation ~ Comments: windows: q window 1: vinyl Frame:Double Pane with tow-E, u-factor: 0.380 For windows without labeled,u-factors describe feat ures: #Panes Frame Type Thermal Break? Yes No es: Comments: Doors: q Door 1: solid, u-factor: 0.380 , Comments: This door is exempt from the u-factor requirement. Floors: .q Floor 1: All-wood JOist/Truss:Over outside Air., R-30.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ' Air Leakage: .Joints (including rim joist junctions) , attic access openings, penetrations, and all other such openings in the building envelope that are q sources of air leakage ,are sealed with caulk, ggasketed, weatherstripped' or otherwise sealed with an air barrier material ,: suitable film or Sol i d material. Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between q window/door Jambs and framing. Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the"interior wall or ceiling-covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or Page 2 compliance-report-20120312_123653_387 ~ q damage) to at least the level of• insulation- on the surrounding surfaces. where loose fill insulation exis ts, a baffle or retainer is installed to maintain insulation application. wood-burning fireplaces have gasketed doors and outdoor combustion air: q Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. q Air sealing and Insulation: Building envelope air tightness and insulation 'installation complies =by either 1) a post rough-in blower door test result -of less than 7 q ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.- , (C) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: sawyer/sunroom Report date: 03/12/12 Data filename: C:\users\bob\Desktop\sunroom\rescheck.rck Page 2 of 4` (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and ,wiring. (f) corners, headers, narrow framing cavities, and rim joists are insulated. (g) Shower/tub on exterior wall : Insulation ,exists between showers/tubs and exterior wall . Sunrooms: ' Sunrooms that'are thermally isolated from the building envelope have a maximum fenestration u-factor of 0.50 and the maximum q - skylight u-factor of 0.75 New windows and doors separating the sunroom from conditioned space meet the building "thermal envelope requirements. Materials Identificatibn; and Installation: Materials and _equipment 'are installed in accordance with the manufacturer's installation instructions. q Materials and equipment are identified so that compliance can be determined: q Page 3 compliance-report-20120312_123653_387 Manufacturer manuals for all installed heating and cooling equipment.and service water heating equipment have been provided. , q Insulation R-values and glazing u-factors are clearly marked on the building plans or specifications. q Duct Insulation: supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are q insulated to at least R-6. Duct Construction and Testing: - Building framing cavities are .not used as supply ducts. q All joints and seams of air ducts, air. handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means q of tapes, mastics,. liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated uL 181A or uL 181E and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1. 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. where a partially inaccessible duct connection exists, mechanical fasteners can be . equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in: w.g. (500 Pa) . Duct tightness test has been performed and meets one of the following test criteria: q (1) Postconstru'ction"leakage to outdoors test: Less than or equal to 8 cfm, per 1.00 ft2 of conditioned floor area. 4 (2) Postconstruction total leakage test (including air handler enclosure) : Less than or equal to 12 cfm per '100 ft2. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to- Page 4 f compliance-report-20120312_123653_387 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary q heating system and has set-points initialized at 70 degree F for the heating cycle and .78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the q compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are includedby an inspection for compliance with the International -Residential code. q For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial q Building Mechanical and/or Service water Heating (Sections 503 ,and 504) .- Circulating service Hot water systems: Circulating service hot water pipes are insulated to R-2. q Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the q _ system is not in use. Heating and Cooling Piping Insulation:. HVAC piping conveying fluids above,J05 degrees F or chilled fluids below 55 degrees . F are insulated .to R-3. q swimming Pools: Heated swimming pools have an on/off heater switch. q. Project Title: sawyer/sun- room Report date: 03/12/12 Data filename: C:\users\bob\Desktop\sunroom\rescheck.rck Page T of 4 Pool heaters operating on natural gas or LPG have an electronic pilot light. Page 5 a t. • e compliance-report-20120312_123653_387 q Timer switches on pool heaters and pumps are present. - q Exceptions- Where public health standards require continuous pump operation. where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover. has a q minimum insulation value of R-12. Exceptions: - Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: q (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 other Requirements: snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting q off the system when. a), the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c') . Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window q u-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or,obstruct the visibility of the circuit directory label , service disconnect label or other required labels. NOTES TO FIELD: (Building Department use Only) Project Title: sawyer/sunroom Report .date: 03/12/12 Data filename: C:\users\bob\Desktop\sunroom\rescheck.rck Page 4 of 4 Page 6 f compliance-report-20120312_123653_387 2009 IECC Energy , Efficiency Certificate Insulation Rating R-value Ceiling / Roof 30.00 wall 19.00 Floor / Foundation 30.00 Ductwork (unconditioned spaces) : Glass & Door Rating U-Factor SHGC window 0.38 0.50 Door 0.38 NA Heating & cooling Equipment Efficiency Heating System: Cooling System: water Heater: Name: Date: Comments: ti Page 7 ,�• "� TOWN OF BARNSTABLE Permit No. Building Inspector BA"STA. Cash 7 A YY• OCCUPANCY PERMIT Bond ____�__� T;.sued to " '� Address Wiring Inspector Inspection date 71-1 Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date 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. Building Inspector y :J- -E-.- ♦� 4` fr K.n,�.: 5 1 .. .•,i . � '?' � a �. do"i 1 ."...-< V :�:.� :! ,,,,-.F,. "1 r t� ��..� °•.ew TOWN OF BARNSTABLE BUILDING DEPARTMENT = DAH37T S TOWN OFFICE BUILDING rAa t6J9' � HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department , DATE: ,f � S _ An Occupancy Permit has been issued for the building authorized by Building Permit $ ....T?�.... C„.P.�_..........._ �1. ..... .............................. issued to ................ I? ��-�... ✓ � :..� ................._... _ Please release the performance bond. t .' t { �I 41f 1. CERTIFIED PLOT PLAN SH OF MAss9 LOCATION ... ... �O THOMAS yG�, g KEE. SCALE ./. ._. .�Q�:f . DATE a PLAN REFERENCE .07.NC, . . ... . .... . FQ,STe 3/. r" .94 . SUR a z 1 CERTIFY THAT THE (GK!/Ur� .. ...... CIVVI& =S �AJ LS-41' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON PETITIONER: REGISTERED LAND SUFfiEYOR Assessor's map and lot number 1 "'.. INSTALLED THE Sewage Permit number `....�:.Z: ...........:........> t I 34 TITLE 33 STAX House number :...:3. .:�...................Ll............. .�.... r , `�"011� RE GU E AND '��"b 9 a Lei j t a TIGws 3a� ' a MPS TOWN ' OF • BARNSTABLE z BUILDING INSPECTOR • APPLICATION FOR PERMIT TO .... .. ..... ........................:.... .:......... ..................................:..:............::........ 3 TYPE OF CONSTRUCTION ......... ........... ....................................................................................... ... L ...&-i-- 21.... .. ....................19�1.., TO THE INSPECTOR OF BUILDINGS: j The undersigned hereby applies fora permit according'to the following. rrinformation: < Location ........1.�..r�.. .. v..... f�` ... L�`�... /2�`. ........ t . ProposedUse' ......... ................................................. .......................................................................... ... .. Zoning District ............... Fire District :.�' Lf:...- ��. ...................................... Name of Owner ..c/I ....1. �yr �, G'6!:�,G'cj...........Address ..�I !.1... v .j`:.....'"Z` :�'...........................``-"'��6 It Nameof Builder' ......................:........:...................................Address ......................... ............................................................ Name of Architect .......... .............Address �r Number of Rooms ..... ..... ......:...................... Foundation .. Exterior ....d..!!....�........��`."`r.�. ................ Roofing ..... .sue' �i�.................................... ....... Floors. ..................................f%rGG� ``?... G. Interior .........h am ..... `�"":7.... / (� ..... ....... :. ..4101' .. .. Heating !..... ,! r4 .............. .............. . umbing ......... ....�........................... Fireplace ........1.......................................................... ........Approximate Cost .......l.: r ..................................... .... Definitive Plan Approved by Planning Board ----------------__—-----------19_______." . Area ....... $.E............ Diagram of Lot and Building with Dimensions Fee ............ITQ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH r✓40 14)AO A3 / A f i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstabl/rega ding the above construction. Name .1,.x �l� ./.. �'` a/C 2- STANLEY, CHAMES F. wNo 2.7201..... Permit for " ...................... t Location Wt..0......89...Captai•a.Qxosby..Road - Geritezw.i.11e....................................... J . Owner .Cliarles..F.....Stanley...................... Type of Construction .....Frame......:................... ..................................I............... . ... .. • ; i Plot ..:......................... Lot ' . Permit Granted ......November..:... ......19 84 ol Date of Inspection t Date Completed �� .......19 fill 6r' �` t r _ 1021g AI D. , >z- Assessor's map and lot number ... .. Of THE Sewage Permit number ...p :. z�a. ...... TOEy w" Z HASBSTABLE, House number ......: .. ' rasa..................... 039. 9� 'F0 MAY d� s s TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... .................. ...`...,"'`�f CRC TYPE OF CONSTRUCTION ..............Lf.�.�c'�'f'��:'.. ?Q�Y'. �+ ..................... ........................................... ....................19` f TO THE INSPECTOR OF BUILDINGS: ' The undersigned hereby applies for a permit according tothe�following information: Location ......... G'.. .. .. �.... �:'�P.4 ... { � 1� ' d.. !� I,.,y t.� •1r2� L. f ``�.. f � ..............................................Proposed Use ...... .................. ........... ........ .............................. Zoning District ...................Fire District .... :.�.... .{�.'..:�: ..................................... r - � Name of Owner ......... . ...... 1....... Address ............... f . , , /.... ,. Name of Builder. ................ .....`...........................................Address .................. Nameof Architect ....................:.............................................Address .................................................................................... Number of Rooms / " ....................Foundation r C/'y? 1.(,,, Exterior ... �jl�....-.....:.. MCA-' � ...................................Roofing ....:... �!`1,'� �?...'�.......:................... Floors ..... . .....`.... ......... j r .......... 1/...............Interior ........... ............................ r l + ! 7 Heating `/ f 1 .................t ..... ¢.:?` ... t�..p Cf......:.Plumbing .......... Fireplace .........f............................................... .........:...... .Approximate Cost ........�) ..f ........................... ............ Definitive Plan Approved by Planning Board -------------------_-----------19________. Area A ..: :: .: ... ... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i t,� ZeNc� /"kno ._ (1 f V OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .X /, ..If�.. f No /A3- 27201 � Qxy . Location — —A. . .Josd ..................--'--''----.................................... - Owner —.! ..FA.. ..................... Frame Type of Construction -------------- � —^'—`—'^—~^'^^----^^—~--------- Roi ............................ Lot -----.----- momssnUez 7' 84 Permit Granted -------------.lV Date of Inspection -----------..l9 Dote Completed -----------'—]g . � IS / / �. / ' - i iChGcto SO vi I �SCUon.cmS'�ce�.�Qc.L, �tQ aa ')( jN C� OF Mgss�MICHELE o CUDILO m� !•l'`� u N0.34774 STRUCTURAL cn RFGiSTER��\ �UNAL E i � p r✓bp d � ) � ` � Z�c%� 3/q y,tt7�'a' M�t��)Icyv, -71 / p�!` a`rr M � I Ng� s ,�,5 �,v, Room 13 4 itl �Jvcn +e L c�� m2' rgec�.M��nca�-►�(AC�/''� �12�cio P�-t; A��►�org�t+. �zLl P,T OS4 fl1o.,5 i � lK .yr as -0 4 � id u Sip ------- Ieq,.u`_ a ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT � VOLTAGE AT MAX p VOLTAGE AT OPENPOWER VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT Ili P 11 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) ' • ki HIM OUR CONFIDENTIAL — THE INFORMATION HEREIN EVERTER J B-0 2 61720 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE SAWYER RICHARD SAWYER RESIDENCE Cody Raber BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M: solarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt T e C 75 CAPN CROSBY RD 8.48 KW PV ARRAY ►� PART IZ OTHERS OUTSIDE THE RECIPIENT'S BARNSTABLE MA 02632 • ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE ho Q—Cells # Q.PRO G4/SC 265 24 St Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Mar borough, MA 01752 PERMISSION OF SOLARCITY INC. SOB-42O-9000 T: (650) 638-1028 F: (650)638-1029 E SE760OA—US002SNR2 COVER SHEET PV 1 8/19/2015 (Bea)-sot.-CITY(765-2489) www.solarcity.com PITCH: 31 ARRAY PITCH:31 , MP1 AZIMUTH: 113 ARRAY AZIMUTH: 113 MATERIAL:Comp Shingle STORY: 2 Stories Inv STAMPED & SIGNED PITCH: 31 ARRAY PITCH: 1 FOR STRUCTURAL ONLY MP2 AZIMUTH: 113 ARRAY AZIMUTH: 113 B MATERIAL:Comp Shingle STORY: 2 Stories PV3 ' d JASON W1L [AM AC z TOMAN In ED 0 . STRUCTURAL cn A 6Ua:5i5a4 Q O �fi F /ST `�° �SS1t7h1AL���' AC , Di Jason Toman , Date:2015.08.19 21:55:54-07'00' LEGEND R, Front Of House 0 v(E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO g Inv & WARNING LABELS A PV3 © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX,,& LABELS DISTRIBUTION PANEL & LABELS cn Lc LOAD TER CEN & WARNING LABELS O > DEDICATED PV SYSTEM METER (E) DRIVEWAY n Q STANDOFF LOCATIONS o CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR_ GATE/FENCE a Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT 1S DASHED L=J SITE PLAN N Scale: 1/8" = 1' 01' 8' 16, W q Id �51 5 J B-0 2 617 2 0 O O PREMIX OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: �\`!s CONTAINED SHALL NOT BE USED FOR THE SAWYER RICHARD SAWYER RESIDENCE Cody Raber : ,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING:SYn:M::NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com nt T e C 75 CON CROSBY RD 8.48 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULESp BARNSTABLE MA' 02632 ORGANIZATION, EXCEPT IN CONNECTION NTH ' 24 SL Martin Drive Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) HanWha Q—Cells # Q.PRO G4/SC 265 SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSIONOFPMENT,IWI INC. INVERTER- 508-420-9000 SITE PLAN PV 2 8/19/2015 (888)—SOL—CITY(765-2489) www.solarcity.com SOLAREDGE SE760OA—US002SNR2 4- •J (E) 2x8 S1 4" 11'-7" = 0 } (E) LBW (E) LBW A g SIDE VIEW OF .MP2 NTS' SIDE VIEW OF MPI NTS MP1 X-SPACING X CANTILEVER Y-SPACING Y-CANTILEVER NOTES - MPZ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" PORTRAIT • 48" 17" ROOF AZI 113 PITCH. 31 ROOF AZI 113 PITCH 31• RAFTER 2x8 @ 16"O ARRAY AZI 113 PITCH 31 C STORIES: 2 RAFTER 2X10 @ 16° OC ARRAY AZI 113 PITCH 31 STORIES: 2 C.J. 2x8 @16" OC Comp Shingle Comp Shingle PV MODULE 5/16" -BOLT WITH LOCK INSTALLATION ORDER y & 1FENDER WASHERS STAMPED & SIGNED LOCATE RAFTER, MARK HOLE FOR STRUCTURAL ONLY ` ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. - (4) (2) SEAL PILOT HOLE WITH A POLYURETHANE SEALANT. ZEP COMP MOUNT CQ� RJAS014' 'IL fAt ZEP FLASHING C' (3) (3) INSERT FLASHING. TOMA STRUCTURAL (E) COMP. SHINGLE "(4) PLACE MOUNT. 11c:51554 �rSTirp' • (E) ROOF DECKING U (2) @)F7 INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. D son Toman STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES F INSTALL LEVELING FOOT WITH Date:2 9 21:55:49-07'00' WITH SEALING WASHER g(6) BOLT &. WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER _ #_5TANInF F � • CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0261720 00 PREMISE OWNER' DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SAWYER, RICHARD SAWYER RESIDENCE Cody Raber �-`'s SO�arC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •• NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 75 CON CROSBY RD 8.48 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS I„ e ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE 32 Hanwho Q—Cells Q.PRO G4 SC 265 24 St Martin Drive, Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) / SHEET. REV: DATE: Marlborough,MA 01752 INVERTER: PAGE NAME T: (650)638-1028 F: (850)838-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 508-420-9000 STRUCTURAL VIEWS PV 3 8/19/2015 (BM)-SOL-CITY(765-2489) www.solarcfy.com 4� UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0261720 00 PREMISE OWNER' DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: ���ls ■ CONTAINED SHALL NOT BE USED FOR THE SAWYER, RICHARD SAWYER RESIDENCE Cody Raber i�� �OhrC'ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 75 CAP N CROSBY RD 8.48 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Mooul BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION NTH ' 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ISCLAREDGE # SE760OA-US002SNR2 508-420-9000 UPLIFT CALCULATIONS PV 4 8/19/2015 (888)-SOL—aTY(765-2489) www.solarcityaem ZI GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ## SE760OA-USO02SNR LABEL: A -(32)Hanwha Q-Cells ## Q.PRO G4 SC 265 GEN #168577 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2280792 Tie-In: Supply Side Connection, Inverter; 76'0OW, 240V, 97.5%q w/Unifed Disco and ZB, RGM, AFCI PV Module; 265W, 241.3W PTC, 40mm, Blk Frame, H4, ZEP, 1000V, ELEC 1136 MR Underground Service Entrance INV 2 .J Voc: 38.01 Vpmax: 30.75 ` INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER I' �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER. Inverter 1 (E) WIRING CUTLER-HAMMER - Disconnect CUTLER-HAMMER 1 10OA/2P 4 Disconnect 3 SOLAREDGE DC+ A 40A SE7600A-US002SNR2 DG MP - 1x13 B ----- ----- ----- EGC------------------� q L1 I _ B_ - L2DC+ (E) LOADS GND _ ---_ GND ----- ---_ EGC/ DC+ ' _ - - - ----------- -- - GEC ---I DG . c MP 1: 1x19 U3 "Ir-- -- ---- ------ ---=- ----- ------ --- _J - GND EGC --- G ---- *J N j (1)Conduit Kit; 3/4" EMT_' •` + - c EGC/GEC GEC--- + _ TO 120/240V _ a SINGLE PHASE I _ - UTILITY SERVICE I s' .. - PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN ' ..r . Voc* = MAX VOC AT MIN TEMP O1 (2)ILSCO!IPC 4/0-$6 A (1)CUJLER-HAMMER #DG222NR8 + V (32)SOLAREDGE 300-2NA4AZS Insulation Piercing Connector Main 4/0-4, Tap 6-14 Disconnect; 60A, 24OVac, Fusible, NEMA 3R A� Y PowerBox Optimizer, 30OW, H4, OC to DC, ZEP DC (1)CUTLER- AMMER gg DG100N8 (1)AWG#6, Solid Bare Copper " SUPPLY SIDE CONNECTION. DISCONNECTING MEANSSHALL BE SUITABLE Ground�Neutral ItiL- 60-100A, General Duty(DG) nd AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER-HAMMER DS16FK. Class R Fuse Kith -(1}Ground Rod; 5/8"x 8`, Copper (2)FERRAZ SHAWMUT TR40R PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE:,PER EXCEPTION NO. 2, ADDITIONAL Fuse; 40A, 250V, Class RK5 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE B (,)CUTLER-HAMMER #DG222UR8 Disconnect; 60A,g24OVac, Non-Fusble,•NEMA 311 -(1)Grnou�nd�Neutral Kit; 60 100A, General Duty(DG) 1 AWG#6, THWN-2, Black (1)AWG#8, THWN-2, Black (2 AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG#6, THWN-2, Red O (1.)AWG#8, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 'VDC Imp=9.71 P'ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 Conduit Kit;.3/4";EMT. .'• -(1)AWG 6,.Solid Bare•Copper• GEC. . , .-(1)Conduit•Kit;.3/4'.EMT. . •' . • . , . . . . .. . . .-(1)AWG ,.hIWN-2,_Green . . EGC/GEC.-(1')Conduit.Kit;.3. .EMT.. .. . .. . . . (2 AWG 10,PV Wire,BOON, Black C Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EG Vmp =350 VDC Imp=14.2 ADC -(1)CBr�k H 15A 1#1 CHT15 1 Space, Twin, Tan Handle . • •. . (1)Canduk Kit.3/4" EMT. . . . . . . . . . _ • • . • • . . . . . _ . -(1)CUTLER-HAM #CH 020 Breaker, 20AP-20AP, 1 Space, Twin, Tan Handle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 1 7 2 0 00 PREMISE OWNER: ` DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SAWYER, RICHARD SAWYER RESIDENCE Cody Raber SO'a��� y. BENEFIT of ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �..� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 75 CON CROSBY RD 8.48 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS I,` m ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES • BARNSTABLE, MA .02632 THE SALE AND USE OF THE RESPECTIVE (32) Hanwha O-Cells # Q.PRO G4/SC 265 24 St. Martin Drug Building012,Unit 11 - PAGE NAME SHEET REV: 'DATE Marlborough,MA 010) F1 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ���: - T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE760OA-US002SNR2 508-420-9000 -THREE LINE DIAGRAM PV 5 8/19/2015 (888)-SOL-CITY(765-2489) -mm.solarcitycom . i e o o o Label Location: Label Location: Label Location: (C)(CB) io (� (AC)(POI) 0 (DC) (INV)Per Code: _ _ Per Code: Per Code: NEC 690.31.G.3 00 0 0 0 - • e NEC 690.17.E • o o ° o- •o ,, NEC 690.35(F) Label Location: o o e - o 0 0 TO BE USED WHEN (DC) (INV) o•°� " ----o o e -o o s • s INVERTER IS Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: , - o 0 0 0• .c ° o[p (POI) rN• -o - (DC) (INV) •. _ o Per Code: ° Per Code: -o Ioo 0 o NEC 690.17.4; NEC 690.54 • -° NEC 690.53 ' 0 0 ° WOOS Label Location: O (DC) (INV) Per Code: - �, NEC 690.5(C) x Label Location: F (POI) -o • s .(�1' n ° .e e - Per Code: NEC.690.64.B.4 . Label Location: o (DC) (CB) • 1 _e Per Code: Label Location: NEC 690.17(4): (D) (POI) • o .o e Per Code: r Ip Q�Ji •.° ° - e NEC 690.64.B.4 � ., .. :> swum Label Location: - (POI) - Per Code: Label Location: ° e NEC 690.64.B.7 r (AC) (POI) s e o - o (AC):AC Disconnect Per Code: ° (C): Conduit = °NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center °' • Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 Qearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �• San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, •4F►` T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set ����SolarCity. (888)-Sol C1lY(765-2a89)wwwsolarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. i 'NSOlaf�lty I ®pSolar Next-Level PV Mounting Technology t rr SOIafGty I ®p$olal? Next-Level PV Mounting Technology Zep System ! Components for composition shingle roofs y- �A .•�''�.�U roof Grwnd Zep InterlxN txer sae stmmn) ". Lerelug loot ^' - •\ JT _ jam. Zc eom ible PV Module P oat. i r i —, M O - 1 6 _ �? Description v PV mounting solution for composition shingle roofs 1GMPP1\ Works with all Zep Compatible Modules o • Auto bonding UL-listed hardware creates structual and electrical bond ; - • 'Zep System has a UL 1703 Class"A"Fire Rating when installed using ' Interlock Leveling Foot Comp Mount 1 9 "T r' p modules from an manufacturer certified as a 1"o T e 2" UL LISTED Y YP YP. _ N -1 7 Part N 1382 Part No.850 1388 Part o 850 39 O _ a o 850- 1. - Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 • Designed for itched roofs 9 P Installs in portrait and landscape orientations P P • ZepSystem supports module wind uplift and snow load pressures to 50 sf per UL 1703 Y PP P P P • Wind tunnel report to ASCE 7-05 and 7-10 standards f) . .1 4 , i - Zep System,grounding products are UL listed to UL 2703 and ETL listed to,UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" V • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL fisted to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for - each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely ' responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZSfor Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 - 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 - solar=oo ] So I a r �oo SolarEdge Power Optimizer Module Add-On for North America O P300 / P350 / P400 SolarEdge Power Optimizer C= P300 P350 P400 Module 'Add-On For North America (for60.ell PV (for 72-cell PV (for 96ceII PV • modules) modules) modules) P300 / P350 / P400 ° (INPUT ' Rated Inpu[ 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 .. ... .60 .. .80. Vdc .. - _ ........... ........ ......................... .. -. .- MPPT Operating Range. - ...... 8 48 .......8 60 <......8.:80.. ... ... ... ... - .. Maximum Short Circuit Current(Isc) .10 .. Adc - ........ ................... ............ .. .... Maximum DC Input Current 12.5 Adc .. ............... ................. ........ ... ............. ......... ........ .. Maximum Efficiency ......................... ........99.5 ..... .. ....... .. % .... g ......Y... .. .... ...: r Wei hted Efficient ° .................:.... ...98.8 ..... ..... .. ..�° - Overvoltage Category ` II 1OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) )- �1 M.aximum.. ...Ou[. .pu t Curent..... .......... ......... ......... ........ .....15 ....... ........ ... Adc .. ..... .. .. . Maximum Output Voltage 60 Vdc f i OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE • - - :+ { EMC .... FCC Part1..Class 8,IEC61000 6:2,.IE...... 6,3... ... Safety IEC62109 1(class IJ safety),UL1741 ... ... .. ........... .......... ... .. .......... .. ..... ........ .Yes... INS ,INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc 1 Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x834 x159 mm/in .d .... .. ..... ...... .. Weight(including cables) ... ...... .. .............. .... 950/2:1. .... gr/Ib.... = Input Connector MC4/Amphenol/Tyco • ` +. • ' Output Wve Type/Connector Double Insulated Amphenol ' ,.' .. .. ....... ....... .. ..... .. ......... .. 4 Output Wue Len n'. 0.95/3.0 m/k Operating Temperature Range -40-+85/40 +185 '.0 .. .. ................ .... ............ .. .Protection Rating............ ... .. ..... .. ............. ........ .. ..IP65/NEMA4 ...................... ..... ..... Relative Humidity.' 0-100 % - .� ..... ..: ... ... - ... .. ....... ..... , ��nmea sre oo.•:e.orme maaek moawemwwsaoo..enae.,ounnowea S USING L ,. - THREE PHASE .THREE PHASE - - z - - PV SYSTEM DESIGN IGN NG A SO AREDGE <*' R • SINGLE PHASE )INVERTER 208V 480V PV power optimization at the module-level Minimum st ing.Lengtn(Poweroptimizrs) a 10 1g ........ so ., Up to 25%,more energy _, _ x er per String _...... ....... .. ..... 6000 12750 .. .. Maximum String r Optimizers) 25 .. .. .. ...... .. ..... .. .. ...... .. .. ..... .. ., -Maximum Pow St ....... 5250. ....... .. ........... ....... Superior efficiency(99.Sgo) _ .,...aI1! .g.......... .gt ....0 ....... . ..... ...... - _ � � Parallel Strin s of Different Len hs or.Onentaeons Yes _ -• Mitigates all types,of module mismatch losses,from manufacturing tolerance to partial shading '" ""' "" -� --, •,„;,, - Flexible system design for maximum space utilization- - - - - - - - ... .• _ ,. _ Fast installation with a single bolt - y _ _..� _ 71 _ - Next generation maintenance with module-level monitoring - - • - Module-level voltage shutdown for installer and firefighter safety - .. _ __ ._ _ •-.-' - -- _._ _. - ---�— - ------ - ..- - - - •--'-- -_. a-_ �v._. V.7��I USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SO(aredge.u5 % "'t�- t ( Format 65.7 in x 39.4 in x 1.57in(including frame) (1670 mm x 1000_ 40 mm..-- -.�,..,. w_-...._.._ •�.•-.•._..,.. ,,..Po..°.., - _ mm _ e Weight 44.09 lb(20.0111 - - - - - Front Cover C.13 im)thermally pre-stressed glass n(3.2 m ❑-..,,,;,�,.,, j ,. •, - - with anti reflection technology - - _,k+:•^ Back over - Composite film --,•- ,,,°,,,,� k C From Black anodized ZEP compatible frame e 6 x 10 Polycrystalline solar cells-_.•�-- r - r�f f, Junction box Protection class IP67,with bypass diodes I--•- .-^-'T;�„_..�•"' # Cable 4 mma Solar cable;(+)z47 24m(1200 mm),(-)a47 24im12( 00 mm) - CmmedOr Amphenol,Helios H4(IP68) PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/mI 25•C,AM 1.5131 SPECTRUM)' �- POWER CLASS(+SW/-OW) �~ RTr [W] 255 - 260 - 265 . Nominal Power r P•„ [WI 255 260 265 - a Short Circuit Current Isa [AI 9.07 9.15 9.23 - - . • ' • L ' L • ' t ,o - ---. .j•._�-.-...,. :�.vim..-,-•.-.� „ � ...�._�<--••,•.-•-•�-.�. ` Open Circuit Voltage. ,V0t [VI ,. - �� 37.54 - ...37.77: ��-�~ 38.01 - - - - Current at P1O° Iy„ [Al 8.45 • 8.53' - 8.62�- _ - Voltage at Pam, VRrr M` 30.18 - - 30.46 .�_�......_..._,._30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications;with - ^a Efficiency(Nominal Power) : ` 4 [%1 ?15.3 a15.6 a15.9 a black Zep Compatible TM frame design for improved aesthetics, optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE INDICT:800 WAn',45 m3'C.AM 1.5 G SPECTRUMY _ •' OI. .,. POWER CLASS - [W] -.. 255 ^260 - 265 In material usage and increased.safety.'The 4 solar module genera- e_..� - - Nominal Power- P„µ [Wl 188.3 - 192.0 195.7_ tion from Q CELLS has been optimised across the board: improved output : . •: Short Circuit Current I [A] _ 7.31 - - 7.38 7.44 _ yield, higher operating reliability and durability, quicker installation and r opencircmtValtage �„ [v1 34.99 35:16 sass _ y _ more intelligent design. ' ! current atP _. - Ix�- [Al 6.61 - _ 6."8 6.75 Voltage at P_ - v- [VI 28.48 -28.75 29.01 'Measurement.tolerances STC: 3 k(P 0°);x log,(Iu,V:,I °,V_ t 'Measurement tolerances NOCT:x5%(P W);x 10%(I.,Vim,ImpO,Vim) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY j O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE -•Maximum yields with excellent low-light •Reduction of light reflection by 50%, At least 97%of nominal power during - K and temperature behaviour. plus long-term corrosion resistance due t -M�.� first year.Thereafter max.0.6%degra ! i ---------------------------- At- __ _ dation per year. W •Certified fully resistant to level 5 salt fog to high-gliallty least 9za of nominal power after 10-years. •Sol-Gel roller coating processing. ;� ------------------- A Y t least 83%of nominal power after r F ENDURING HIGH PERFORMANCE e 6 25years. s • r_ All data within measurement tolerances. _ •Long-term Yield Security due to Anti EXTENDED WARRANTIES 4 a Full warranties in accordance with the - - - - - - - PID Technology',Hot-Spot Protect,. •Investment security due to 12-year warranty terms of the QCELLSsales iRRAowxUW"I organisation of your respective country. - < and Traceable Quality Tra.Q11. product warranty and 25-year linear _ ° ° A ss The typical change in module efficiency at an irradiance of 200 W/Me in relation z -. ,;,,,M,p;;,'s°„`",,, e;o;� rrtufs - to 1000 W/m'{both at 25°C and AM 1.5G spectrum)is-2%(relative).• - •-Long-term stability due to VDE Quality performance warranty . J � a-- ' • Tested-the strictest test program. _--- TEMPERATURE COEFFICIENTS(AT J000W/M',25°C,AM 1.5G SPECTRUM) Q CE��S l; TemperaWre COefficiem of lu a - [%/K] ?O.04 Temperature Coefficient of V - ff [%/K] - SAFE ELECTRONICS TOP-e)wNo-Pv j Temperature Coefficient of P,•, V [%/K1 -0.41 NOCT _ Un 113:5.4(45 t 3°C) •Protection against short circuits and, ` thermally induced power losses due o 4 2015 Maximum System Voltage V_ - M 1000(IEC)/1000(UL) Safety ClassMaximum Series Fuse Rating [A DC]P 20 Fire Rating C/TYPE 1 breathable junction box and welded - • * Max Load(UL)2'- [lbs/ft'] 50(2400 Pa) Permitted module temperature -40'F up to+185°F - cables on continuous duty. '(-40°C up to+85°C) _ C Phntnn - Load Rating(UL)' - Ilbs/fP] 50(2400 Pa) 'see installation manual - 1z ` : Quality Testetl aCElls � t I �• r e- - - - i raer„amaN Beat aotycpahllim �°'- - °°°"°^. sofa am RBIs UL 1703;VIDE Quality Tested;CE-compliant; Number of Modules per Pallet 26 IEC 61215(Ed.2);IEC 61730(Ed.l)application class A '"`" '*"""' "``" "-"'" ""-"-" THE IDEAL SOLUTION FOR: ID.40032587 Number of Pallets per 53'Container 32 - h® Number of Pallets per 40'Containers - _ 26 Rooftop arrays on - Gpl4pq)j wE•. C E - •" Pallet Dimensions(L x W x H) 68.7 m x 45.0 in x 46.0 in ®residential buildings - Q R _ __ Y_� _._,. , lr,a c us `iepO` __ (1745 x 1145 x 1170 mm) • / -... __. _ -,„ Pallet Weight ._ 'x ~_.-. ..�_-. 1254.lb(569 kg)., o 'R•p 0v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of ` •' APT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, COMPP� - this product.Warranty void if non-ZEPcertfied hardware is attached to groove in module frame. - y 25°C,168h - - - ' See data sheet on rear for further information. Hanwha Q CELLS USA Corp. - - 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 449 748 59 96 1 EMAIL gcells-usa®gcells.com I WEB www.gcells.us Q CE llS ) (M CE I IS Engineered in Germany Engineered in Germany d1 y • ly saC`x� 3 7 73 ' F S Single Phase Inverters for North America s o I a r 0 P SE3000-US/SE380OA-US/SE5000A-US/SE6000A-US/ oa r Q SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US -SE3800A-US I SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US _ E UTPIUT JJ pp��� SolarEdge Single Phase Inverters Nom Nominal AC Power Output 9000 3800 5000 6000 7600 100 0@240V. 11400 VA • 1� ............... . .. , 5400 @ 208V 1o800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America = . .............. .. ....... ... ..... - .545o @240V .. :- .. -109s0@240V. . AC Output Voltage Min:Nom:Max.iy L - 183 208;229 Vac..................... ........ ......... ..... J J SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US AC Output Voltage Min:Nom:Max.(y ✓ ✓ ✓ ✓ ✓ J ✓ SE7600A-US/SE10000A-US/SE1140OA-US 211-2a°-264Vac ... ...................... .............. ................ ............... ................. ................ ................ .................. .................. ........... AC Frequency Min.:Nom_Max.ly .3-60-60.5(with HI country setting 57_60;60.5) Hz _; • 4 @ 208V 48 208 1. - •� Max.Continuous Output Current 12.5 16 2 25 32 @ V 47.5 A ........................................... I.... ..21•�1p,240V.. ........ ..... .... ......... .. @ 240V .... ...... ... ............... ........... .. .. .. .... GFDI Threshold 1 A Utility.Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT. wet 6, - Maximum DC Power(STC) 4050 5100 6750 8100 10250, 13500 15350 W - - V�d .25 °.i ': ,.. Tra9#Ft mer-less Ungrou .Yes ... .... ..... ....... ..... .. :... r nded .. 1qr .: ............. ............-.. ................................ 4 Max.Input Voltage ...............................500.. ................... ..... ... tm Vea ................... ...................... ..... ............................ ................... .................................. . . Wa Va�tY.ram - Input Itage - 325 @ 208V/350 @ 240V .... N.... . ......... ....... ............ ....... ..16.5 @ 208V. . ............ ........... 208V... .... - om.DC VoVdc e72ena���t , ' " - Max.Input Currently 9.5 13 18 23 -345 Adc r ... ................I...............I...:..�°.240y, ...................... ........... .....:......... ................ ..305 @ 240V.. ......... ......... ....... .... Max.Input Short Circuit Current 45 - Adc " ........................................... ...................................................................................... ................................. . - «�.- -Reverse-Polarit Protection............ ........ .. ............ ............ ..... .Yes....... ........ .................... ....... ....... . . - ., ,� Ground Fault Isolation Detection .:.... .. 600kn Sensitivity......... .... .................. .................: - CEC Weighted Efficiency ffi enc4.......... . 98 2 97.5 8 98.3 98 5.....'......97.5..... ....7 98 97.5 8 .... ....%.... .............Po...wer.....Cons.....umption ...... .I 998 @ 240V .L...............I................ ..97 ,�?Z240V..L................. .....Nighttime .-. <2.5 <4 W _ .._ ADDITIONAL FEATURES ( - Supported Commun¢ation Interfaces RS485 RS232,Ethernet,ZIgBee(optional) ........................................... ............................................ ......... ............................. ............ ... --. - Revenue Grade Data,ANSI C12.1 Optionali'i . .. ,. ........................................... .................... ... ................................. ........... .............. . .................... ...... .. Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(0) ry - --•, �.. STANDARD COMPLIANCE _ Safety__ UL1741,UL1699B,UL1998:CSA 22.2 --- ---. .......... ....... Grid Connection.5tandards IEEE1547 -, ............................................ ....... ......... ....... ..'.........:........P. Emissions FCC art15 lass B - W:`�_ tt +INSTALLATION SPECIFICATIONS J - t- AC output conduit size/AWG range 3/4 ..... minimum/16-6. . . . ...... AWG ...... .. 3/4"minimum/8-3 AWG ...................................... .... ............................ ... .. . . . ..... . ............ .... . ` DC input conduit size/#of strings/ - - 3/4"minimum/1-2 strings. . - 3/4"minimum/1-2 strings/16-6 AWG - ., L •AWG rang?...........I......... .................................................... ....................... .._. 14-6 AWG .... ............ .. Y..«»- -.,..�....; Dimensions with Safety Switch.... .... ..30.5 x 12.5 x 10.5�. ...in/ 4`. .30.5 x 12.5 x 7.2/775 x 315 x 184 .: :.. • ..... ..... ...... .... .. . ... ..... ......... .. v. ..�.......�........................... ...:...... .. ... . ...... 75.x 315 x 260:....... mm.... Weight with Safety Switch............. ..... 51.2/23.2.• 54.7/.24.7._- _-. _- - -7.88 4/40.1 lb/.kg... .. ..... ... ....... ................... .N......l.. .. . . Natural convection Cooling Natural Convection and internal Fans(user replaceable) - fan(user { . . ...... ..:................... .. replaceable). .. The"'best choice for SolarEdge enabled systems. ..NaSe <25 <50 dsA". .............. ......................... .. ...................................... .. .. .. .... ......................... ...... ......... Integrated arc fault protection 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature -13 to+140/ 25 to+60(40 to+60 version ava ilableis)) 'F/'C .................................. Superior efficiency(98%) ; R otection Rati .......... .... .... . ............. ..... .... ..................... NEMA 3.11 ............... ............ Small,lightweight and easy to install on provided bracket alror other regidnal settings please contact SolarEdge support Built-in module-level monitoring aA higher aurrentsoume may be used,the inverter will limit its input current to the values stated. pi Revenue grade inverter P/N.SEx_A US000NNR2(for 760OW mverter.SE7600A-U5002NNR2). Rapid shutdown kit P/N:5E1000 RS0 SI .40 version P/N:SE-A-US000NNU4(for 760OW inverter:SE7600A-US002NNU4). Internet connection through Ethernet or Wireless _ Outdoor and indoor installationlwx Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional-revenue grade data,ANSI C12 1 E sunsaEc FRANCETHENETHERLANDSISRAEL GERMANY-ITALY- JAPANCA-AUSTRALIA . C . I y0IMMS "USA i