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0136 CLIFTON LANE
Q �� o � _ ._ 11 _ h � o .. � ,e -Jan, 24. 2020 9: 16AM Marpac LLC No, 5173 P. 1 ALTERNATIVE WEATHERIZATI.O.N w' O Date: ` OZ . lAot,6 :Z :4 C> o Town of Barnstable 200 Main St Hyannis,MA 02601 :5t Re:Permit# ` I• J '.;, Village g _ :V 1 'r ;The fnsu atio weat � e:: n r ai` `'orkat- as 12B um let ed f :c'' dance withr8 .'C : ;% P •:''ai, ''.;� :irk` .,•.;. Re ards�� Timothy Cabral, President CSL-105454 58 DICKINSON STREET I FALL RIVER;MA 02721 1 (508)667-4240 1 ALTERNATIVEWEATHERIZATION'GMAIL.COM Town of Barnstable Building Cert.dScosCaTios tila eIn;ospf eOcctciou'n aHnacs.Bise eRne Mua�rdeed,suc h Bui4l dm shall Not be Oµs ccu ied until a F_in al Ins ectiAo nhas be#eb°n made 4 xf , Permit AM PostedUnFinaltWhere P Permit No. B-19-4131 Applicant Name: ALTERNATIVE WEATHERIZATION INC. Approvals Date Issued: 12/13/2019 Current Use: Structure Permit Type: Building-Insulation- Residential Expiration Date: 06/13/2020 Foundation: Location: 136 CLIFTON LANE,CENTERVILLE Map/Lot: 247-014-002 Zoning District: RB Sheathing: Owner on Record: CAIN, MAURA E Contractor.,.Name. ..ALTERNATIVE.WEATHERIZATION Framing: 1 Address: PO BOX 827 INC. 2 Contractor,,ticensec 175683 WEST HYANNISPORT, MA 02672 Chimney: Description: weatherization f Est Project Cost: $3,650.00 Permit Fee: Insulation: $85.00 Project Review Req: Final: f Fee Paid: $85.00 Date ,, 12/13/2019 Plumbing/Gas f. rr .1 Rough Plumbing Building Official Final Plumbing: t T •' This permit shall be deemed abandoned and invalid unless the work authoeiz d y this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the°approved construction documents for whith"this permit has been granted. All construction,alterations and changes of use of any building and structure shalbe in compliance with the local zoningby laws and codes. Final Gas: s This permit shall be displayed in a location clearly visible from access street or roadpand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ' Electrical 3 s Service: The Certificate of Occupancy will not be issued until all applicable signatures by Budding andkFire Officials areprowded�on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final:Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT v. lication number 1 Date Issued. ..L2l,.�T 3 • a r. e 1 Buildsn sped oeg In itialsloll �c M .... .... 0\J\j mac` < ap/Parcel TOWN. OF BARNSTABLE EXPEDITED PERIVIIT.APPLICATION::`= w_.,-} ROOF/SIDINGNVI NDO-WS/DOORS/TENTS/STOVES/WEATBERIZATION 5_rt a 3 x PROPERTY INFORMATION a y 3 Address,of Project. 1 i1/ 1 . I un. , NUMBER ka� fi: STREET '. « Vt AGE 5 Owner's Name: '. Phone Number _.. 5�JoZV ,.h y lEmail Address: V jgo l CtMMcA_g+. i'1 l'.. Cefl-PhoneµNumber Project cost.i$ SO `— Check one: Residential V Commercial ,s. OWNER';S AUTHORIZATION As owner of the above property I hereby authorize to make application for a build permit in accordance with 78 1VIR � _.._.._ ing Owner Signature: J1 e,Q Date: - =j TYPE OF WORK ` r ..s q; ..a _ �. r:+e � ''• ter.., v.. ., . • - Y y } r t 0 Siding ' s-� Windows(no-header:change):#>: ; � *Insulation/Weatherization r Doors (no'header change)# Commercial Doors requare do mspector'srreview .r Roof(not applying more than 1 layer:of shingles) x Construction Debris will be going o r. CONTRACTOR'S INFORMATION Contractor's name 9 A a .fl .. Home-Improvement Co"nis1't"r a?c?torsa f 3R§ egistration(ifpcable)# f3 A y) Construction Supervisor's License.# (attach copy) Email of Contractor Q�fi'Q/^r/� jGe1j7j7ti:,: Phone;numberst'U�` o7'�i�o��0 VER5OOIFTEALL PROPERTIES THAT HAVERUCUESO H PERTY51N A.HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE PERMIT CAN BE ISSUED: APPLICATION NUMBER............................................................ r *For Tents Only* Date Tent(s) will be erected Removed on number of tents total Does the tent have sides? Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department.approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CAM the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APP IC 'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. x Permit Authorization; mass save Form Site0:.3908882 CustOrnes:,.,Maura Cain i• �.Q �7(C� _ C�i�� ,owner ofthe property located at `i%vrier's Name,"printed] 13"6 Clifton Lane Centerville, MA 02632 (Property"street Address). (City) herebyautharize the::Mass Save:Home Energji Services Program.assigned Participating Contractor"listed below to act on my behalf and obtain`a building permit to perform insulation and/be'weath'erization work on my.ptoperty. "dwner's Mgnature; Date: 0000, 141,0400,400 41*0rxe ell se-ho,,osiwee acoaoo0a>0o"s 2isgii.,r ea,�/.* FOR OFFICE USE:ONLY We;have assigned,the:.followitig Mass<Save Home Energy-Services Participating Cohtractor to"ttie; 'above"referenced project Parta ng Contractor Date Name: RISE Engineering Phone: 401-784-3700 ; Email: Page 1 of 1 Faoffit.UJ bnN /ReV..102015 r The,Common'wealth,o.ltlassachusetts f Department of Industrial Accidents I;Congress Street,Suite 10.0 -Boston- MA-'02114=2017 wtvw mass,gov/dia . Warkers'Compensation"Insurance Affidavit;Builder's/Contractors/Electricians/Plumbers: TO BE FELED"WITHTHE PERMITTING AUTHORITY. Applicant-Information flease�Pnnt Lembl : Name(Business/Org"tion/Individual): ALTERNATIVE WEATHERIZATION, INC: Y ` Address:2'LARK STREET Crty/State/Zip:FALL RIVER, MA.02721 . Phone,# 508-567-4240 Are you:.an employer?Check the appropriate box: ' Type of;, f protect(required) 1.❑✓ I am a employer with 6 employees(full and/or part-time).* 7. �_New construction 2❑I am a sole proprietor or partnership and.have no;employees working for me in $. Q Remodeling ; any capacity:[No workers'comp.insurance.required.] s 9. Demohtion 3 Liam a homeowner doing all work myself.[No workers'comp."insurance'required_]t 10 Building addition 4.F1 I am a homeowner and will.be hiring contractors to conduct work on my.property. I will ,ensure that all contractors.either have workers'compensation,insurance or sole l l Q Electrical repairs or additions proprietors with no;employees. ; 12 Q,•Plumbiig repairs or additions . 5. I am a general contractor and I have hired the'sulrcontractors listed,on:the attached sheet. . • 13 Roof repairs These sub-contractors have employees and.have workers'comp insurance.t are.a.corporation and its officers have exercised their rightof exemption,perMGL.c. 14 �✓':OtherINSULATION 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any:applicantthat:chicks box#I must also fill out the section below,showing their workers'compensation policy infommhon t Homeowners:who submit this affidavit indicating they.are doing all work and hize outside,contractors must submit a new affidavtt indicating such' tGontractorsahat check this box musYattached air additional`sheet showing the name of the sub contractors.and state"whether or not those enrihes have employees. If the:sub-contractors have employees.they must provide their workers'comp policy,number. ranceormepIam an employer.that is-providing workers`compens.don insu mloyees Belofv is the policy and�ob site tnfor.'mation; Insiiralce Company.Name: LIBERTY MUTUAL INSURANCE i X1 e06/07N0588671"5 ExirtioPolic #orSelfins.Lic. n Dat /2020 . j Job"Site:Address: 13� C � �L City/State/ .` Atta¢h.a copy of the workers'.compensation policy declaration page(showing the policy number and pi-anon to 2,"§25A is a criminal uiolaho11 punishable by a fine up to$ t',5 00 ` Failure xo secure coverage as required under MGL c 15 and/orone-yeai:impnsonment,as well as civil penalties m�the form of'a STOP WORK;ORDERand a fine of up to$250 00 a day against;the violator:A copy of thsstatement may, a forwarded to the Office of Investigations of the DIA for insurance coverage verification. er 4 an alti. of a ury that the`informatton provided above s trlfe and eoireeL I do hereby certify"and 1 Si ature. 567 508- ,4240 ., Phone•#:" - Offictal use.;only."Do not-write in.lhis area,to be completedby city or.town..:officta _ t City:or Town: PermitlLicense;# Issuing Authontiy(circle one):_ 1 sBoard of-Health:.2 Building!Die 4rtmeat 3 City/ToWn Clerk 4 Electrical Inspector s Plumbing Inspector 6:•Qther Contact Person:. CtxnmonwreaofAAassac#�usetis , Division of Professional .ice»sure Board of Building Regulations and Standards Con , �antiso CS-105454 kc Tres: i?5l0812021 TIMOTHY 68 DICKINS S FALL RiYER " Commissioner P Gl2�'�CiCrC% / r/TC/!� Office of Consumer Affairs'and Business Regulation 1000 Washington Street- Suite 710 Boston, Mks§achusetts 02118 Home ImproveiTq ntractor,Registration Type Corporation. t / Registration: 175883.. ALTERNATIVE WEATHERIZATI©N, INC. Expiration: 05/28/2021 2 LARK 5T FALL RIVER,MA 02721 lei .w, Update Address and Return Card. SCA 1 0 2OM-05/17 ,;��3 !'J/IrJrrJzc�t,✓.Cl(YbC(���,!/�✓ia2�i,!Y1lGsf.'��`. , - Office of Consumer Affairs e»Busing Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TY,PEt Comoration before the expiration date. If found return to: Reg stration Expiration Office of Consumer Affairs and Business Regulation' 175xt;8S 05/28/2021 1000 Washington Stre -Suite 710 ALTERNATIVE W�EATJ,41E I T,fON,INC. ton,MA 02118 Mf `y3.J TIMOTHY CABRa1 � } , 2 LARK STF FALL RIVER,AAA 02721-1 Undersecretary t)t vaki withou ignature .�7"w1i y; DATE M/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 05i24119 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anthony F.Cordeiro Insurance Agency PAIC o E 508-677-0407 aIC No): 508-677-0409 171 Pleasant Street ADDRESS: HSouza@Cordeirolnsurance.com Fall River,MA 02721 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual INSURED INSURER B: Ohio Security Alternative Weatherization INSURER C: Ohio Casualty 2 Lark St INSURER D: Fall River,MA 02721 ` 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. lNSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE p WVD POLICY NUMBER MM/DDNYYY) (MM/DD1YYYYL LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _ $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence S 300,000 MED EXP(Any oneperson) $. 15,000 A Y Y BKS68867158 06/07/19 06/07/20 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 0 PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 OOO,OOO Ea accident ANY AUTO BODILY INJURY(Per person) $ Brx OWNED X O SCHEDULED Y BAS58867158 06/07119 06/07120 BODILY INJURY(Per accident) $ AUTOS ONLY AUT S HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE' $ 1,000,000 A EXCESS LIAB CLAIMS-MADE Y Y US068867158 06/07/19 06/07/20 AGGREGATE $ 1,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE I ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICERIMEMBER EXCLUDED? n NIA XWO58867158 06/07119, 06/07/20 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 600,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Action Inc and NGRID,USA,its direct and indirect parents,subsidiaries and affiliatesshall be named as Additional Insured on commercial General Liability and Automobile Liability polcies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN NGRID USA ACCORDANCE WITH THE POLICY PROVISIONS. 40 Sylvan Road ESEN Waltham,MA 02451 AUTHORIZED REPR ©19 -2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,, Map-0147 Parcel,- Applicatiori # Health Division- Issu, _j Z, i t fioc�f Conservation Division '"ApOlibatioir Fee , Planning:Dept' -Perm.it Fee 14` Date Definitive!Plan Approved b p y Planning Board Historic - OKH Preservation Hyannis Project.Street Address 13 6 C t V:TDM Lk-1 Village hem 14%M' &M.As.en 9X G"'Wtij Owner MWL 411W Address 61%6 Ik VAPM% aD . Pn4 of79 Telephone St b%�Permit Reque -a -141� r"ov-.e, A&4 wit( woT ,e t6 Square feet: 1st floor: existing -100 proposed 137 a 2nd floor: existing AA proposed_N.4 Total new 19a Zoning District Flood Plain- Groundwater.Overlay Project Valuation 9�5,000- Construction Type vleu Ldi Size Grandfathered: Ll Yes LJ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family LJ Multi-Family (# units) Age of Existing Structure 3o Historic House: L3 Yes ZNo On Old King's Highway: LJ Yes tr'No Basement Type: Q Full LJ Crawl U Walkout Q Other 3�1 I f- 0_0 0dAJL4&* R� Basement Finished Area(sqft): Basement Unfinished Area (sq.ft) AU Number of Baths: Full: existing, A1* new —X* Half: existing &A- new Ad Number of Bedrooms: Alk existing k/Yew Total Room Count (not including baths): 'existing new 5AAe— First Floor Room Count 5— Heat Type and Fuel: 2(Gas LJ Oil Ll Electric Ll Other Central Air: Ll Yes Gras No Fireplaces: Existing I New A14 Existing wb_qj/coal stave: Q4bs Fa C5 Detached garage: LJ existing 0 new size—Pool: Ll existing Ll new size _. Barn;`:'�i existing" ne:R size_ C) Attached garage: lexisting Ll new size •--.,Shed: LJ existing LJ new size Othem 71 Zoning Board of Appeals Authorization L3 Appeal # Recorded Ll Z: 0 Commercial LJ Yes U No If yes, site plan review# Na Current Use Proposed Use r%j APPLICANT INFORMATION Nru L at*-..L26LA_ (BUILDER OR HOMEOWNER) eet-L -so@ -7?,6 -4491 Narhe :ruc-' Telephone Number a J)p - 4d8 -410 34 Address G44 Pivzt i2b, License # C 5 57ct3,+ Nck -------------— Home Improvement Contractor# 1 :51)Q:53 Workee!s Compensation # yjC0C*_7,037+ ALL CONSTRUCTILOEBRIS RESULT71NGXOM THIS PROJECT WILL BE TAKEN TO. -IZWJ &444**;1 > t ly A SIGNATURE6 DATE %g! a _ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS i VILLAGE OWNER 1P s DATE OF INSPECTION: FOUNDATION �oa+bs ow y } FRAME b W 46,11 INSULATION y��Qa xv, , FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL .E GAS: ROUGH FINAL :M . FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO. Town of Barnstable. Regulatory Services > MAM na Thomas T. Geiler,Director 1619. . BuRding.Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Owner of the subject property herebyauthorize L �i�Q �,k C to act on my behalf, in all matters relative to.work authorized by this building permit application for:—Aa , (Address of Job) Z� Signature of Owner Date Print Name WORM&OWNWERMISSION 'A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 136 CLIFTON STREET CENTERVILLE, MA Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)............ ......................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories s 2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................8<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................16 ft <_33' Q Building Width,W ..............................................................(Fig 3)................................................. 14 ft <_80' Q BuildingLength, L ..............................................................(Fig 3)..................................................24 ft 5 80' Q Building Aspect Ratio ............................(Fig 4 ...........................1.75 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)................... ........................6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)....................................................... in. N/A Bolt Spacing from endloint of plate ............................(Fig 5)........................................12 in.:5 6"—12" N/A Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.z 7" N/A Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" N/A PlateWasher...............................................................(Fig 5)..............................................a 3"x 3"x'/4" N/A 3.1 FLOORS Floor framing member spans checked ................. .............(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).......................I.........................._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................._It 5 d N/A FloorBracing at Endwalls...................................................(Fig 9).............................................•..................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................:...............(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)..........................................._ft _<d N/A 'A WC Guide to Wood Construction in thigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x4-8 ft 0 in. Q Non-Loadbearing walls................................................(fable 5)........................................2x4-18 It 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft a 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...................................................:....(Table 9)..........................................6 ft 0 in.5 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_I Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.5 12' N/A Full Height Studs(no.of studs)...................................(fable 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(fable 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(fable 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(fable 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................34% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)....................:.......................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................13% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q 'A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMIR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 pif Q Lateral.............................................(Table 12)...............................................L=176 pif Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q 136 CLIFTON STREET CENTERVILLE, MA MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i 1: J 'A WC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone Massachusetts Checklist for Compliance(7so CNm 5301.2.1.1)1 --WHEN THs EDr.E Fms off F3lAAAING LW8d NAIZ ATSbr- It 11 1 /1 11 11 1/ 1 y H i 11 11 1 11 Ir j 11 11 , 11 11 M FI 1 11 11 t 11 I1 11 11 N .[[ 1/ 11 1 Y 11 11•� 1 - O 1Y 1"1 F m 1 Q tl 1I 1 � II 11 (j 11 11 93 11 If 1 W / Z 1r it Q Q 11 tr W 11 I t or r ii ii 3 1 u n r1 11 11 11 11 4OU9LEEDGE NALSPACM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment `A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 � r � , Ts 1 r r 1 1 O i r i i FMMING MEN�r i l i i 1 EO(-.E 06RUENAR r � Ir , z r k STAGGERED 3� HW PATIERN PANS. PAN4EL EDGE DOUM E NAIL SIWKG DML Detail Vertical and Horizontal Nailing for Panel Attachment - 1 l�t�i7ZG Y COI�ISERYATION APPLICATION FORM FOR ENERG X EFFZCXCIEl�FC S!FOR E ONE; AND TWO-FAMILY DETACHED RESIDENTIAL•CONSTRUCTION (780 cmM 61.00) l� /lam Site Address: Applicant 1�Iame: print Town: Applicant Phone: Applicant Signature: Date of Application: (I NEW CONSTR:U choose ONE of the foUowin two'o tions 790 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS v1iJM MINIMUM Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor Perimeter Wall A.FUE HSPF SEEI U-factor floors R-Value R-Value R Value R Value R-Value and Depth National Appliance EncW R-10, Consvrvafiob Act(NAECA)of .35 R 38 R-19 R 19 R-10 4 ft.. 1987 as a,nrndcd,minimums or catty a5 livable Note: This form is not required if you choose either of the two versions ofREScheck as listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis,must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http //www.enf,-rgyc des.gov/rescheck/ ARCS YE.. .•, . .RAT;--. OLD ADDX'� O1V5'OR AY,'X� XOT�YS.TO EXaS'T]TIG$ ;DXNGS.O SIER *)Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the.following formula to determine the % of glazing: ' (a) Gross Wall& Ceiling Area equals Formula:.(100 x b_ a) _ # i ! I V.•'}_ SF 100 x .t�_ ' � �% of glazing (b) Glazing area equals � l,� SF b a 4 NROOM" sectionIf lazin i <40%.iLgqthechartbelow. If lazin is> °% " U - 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAX[MUM �JIv1 i Ceiling and Slab Perimeter' I Fenestration •Wall Floor Basement Wall R_�/atue Exposed floors R Value R-value R-Value U-factor R-Value and Depth .39 R-37 a R-13 • R-19 R-10 R-10, 4 feet' �r a VR-3. ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling i.e•not compressed over exterior walls, and including an .access o enin s). I SIJNROOM—An addition or alteration to an existing building/dwelling unit where the total i glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. ------ N-of e:_Owner to fill out.Consumer-Iii ormation Form- found-in-A endix 120.P i� Single 11-7/8" AJSTm 20 MSR JoistW01 ° BC CALC®2:0 Design Report-US 2 spans I Right cantilever 1 0/12 slope Wednesday, November 04,2009 14:14 Build 276 16"OCS I Non-Repetitive Glued&nailed construction File Name: GCI-CAIN.BCC Job Name: CAIN ADDITION Description:J01 Address: 136 CLIFTON STREET Specifier: City, State,Zip:CENTERVILLE, MA Designer: FINE LINE DESIGN Customer: GCI BUILDERS Company: Code reports: ESR-1144 Misc: 13-00-00 03-00-00 BO B1,3-1/2" LL 347 Ibs LL 525 Ibs DL 123 Ibs DL 197 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 40 15 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,504 ft-Ibs 34.2% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -330 ft-Ibs 7.5% 100% 16 2-Left be verified by anyone who would rely on End Reaction 467 Ibs 38.8% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 701 Ibs 23.9% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 491 Ibs 33.0/0 100/0 1 1 -Right properties and analysis methods. Total Load Defl. U1,268(0.123") 18.9% 14 1 Installation of BOISE engineered wood Live Load Defl. U1,685(0.093") 28.5% 14 1 products must be in accordance with Total Neg. Defl. -0.072" 14.4% 14 2-Cantilever current Installation Guide and applicable Max Defl. 0.123" 12.3% 14 1 building codes.To obtain Installation Guide Span/Depth 13.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM-, Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTO,BC RIM BOARD-,BCI®, BO Hanger Load n/a 470 Ibs Unspecified n/a Hanger BOISE GLULAM-" SIMPLE FRAMING 131 Beam 3-1/2"x 2-1/2" 722 Ibs 19.4% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Design assumes Top and Bottom flanges to be restrained at cantilever. L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ja00 " Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam1F1302 BC CALC®2'.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Wednesday, November 04,2009 14:18 Build 276 File Name: GCI-CAIN.BCC Job Name: CAIN ADDITION Description: FB02 Address: 136 CLIFTON STREET Specifier: - City, State,Zip:CENTERVILLE, MA Designer: FINE LINE DESIGN Customer: GCI BUILDERS Company: Code reports: ESR-1040 Misc: RIM JOISTS 1 12 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I I I I l l l l l i l l l l l I I I I I I I i ii 11 I I I 1 I t l I I I I I I I I I I I 13-00-00 03-00-00 BO B1,3-1/2" B2 LL 414 Ibs LL 1,210 Ibs LL 114 Ibs DL 215 Ibs DL 631 Ibs DL 0 Ibs RLL 2,582 Ibs RLL 7,564 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 1250/6 Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16.00-00 40 10 01-00-00 2 ROOF LOAD ON WALL Unf. Lin. (plf) Left 00-00-00 16-00-00 40 20 500 n/a Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 8,294 ft-Ibs 31.2% 125% 55 1 -Internal Completeness and accuracy of input must Neg. Moment -10,802 ft-Ibs 40.6% 125% 57 2-Left be verified by anyone who would rely on End Shear 3,336 Ibs 33.8% 125% 55 2-Right output as evidence of suitability for Cont. Shear 4,166 Ibs 42.2% 125% 4 1 -Right particular application.Output here based Uplift 2,783 Ibs n/a 55 2-Right on building code-accepted design p o g properties and analysis methods. Total Load Defl. U738(0.211') 48.8/0 55 1 Installation of BOISE engineered wood Live Load Defl. U791 (0.197") 45.5% 55 1 products must be in accordance with Total Neg. Defl. -0.01" 2.0% 55 2 current Installation Guide and applicable Max Defl. 0.211" 21.1% 55 1 building codes.To obtain Installation Guide Span/Depth 13.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARD-,BCI®, BO Hanger Load n/a 3,211 Ibs Unspecified n/a Hanger BOISE GLULAM- SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 9,405 Ibs 74.5% 81.9% Southern Pine SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Han er Load n/a -65 Ibs Unspecified n/a Hanger PLUS®,VERSA-RIM®, g p g VERSA-STRAND®,VERSA-STUD®are B2 Hanger Uplift n/a 2,668 Ibs Unspecified n/a Hanger trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 2,783 lbs found at span 2-Right. Bearing length at bearing B1 should be at least 3-5/8". Notes Design meets User specified(L/360)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b[— d a c •� • a minimum=2" c=7-7/8" b minimum=2-1/2" d=24" Member has no side loads. oapelctor$are: 1/2 in. Staggered Through Bolt .........u�..ua�..a.+ ' —1-4e ve a uun♦ .I.UIQ. Board of Building Regulations and Standards Construction Supervisor License License: CS 57934 Restricted to: 113 PAULJ MAZZOLA PO BOX 509 MARSTONS MILLS, MA 02648 Expiration: 6/19/2011 vnunisciuner. Tr#: 17589 . . Bo�i1`o u� Ong .0 a gods ni an a HOME IMPROVEMENT CONTRACTOR Registration: 152253 Expiration 8/11/2010 Tr# 276039 s TYpe; Pr.:ivate Corporation GCfi BUILDERS INC: PAUL MAZZOLA 644 RIVER ROAD. •-� MARSTONS MILLS,MA 02648 Administrator The Commonwealth of Massachusetts ,Deparitnent of Industrial Accidents r Office of Investigations' 600 Washington Street Boston, MA 02117 w www.mass.gov/die Workers' Compensation Insurance Affidavit: Builders/Contractors/;Electricians/Plumbers Applicant Information Please Print Legibly n Name(Business/Organization/Individual): C Z +Ilc9ert� _'P C_ Address: �p 1�ox �4 . City/State/Zip:MAASjCt,, K,.(kS +Mtt 09f646 Phone.#: 5'68'4aa-g834 Ar�yon employer? Check the appropriate box: Type o reject(required): 1. a employer with _ 4. ❑ I am a general contractor and'I 6. New construction employees (full and/or part time).* have hired the sub-contractors listed on the'attached sheet. T. E]Remodeling 2.❑ I am a soleproprietor or'partner- . ship and have no employees These sub contractors have g• ' j Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'-comp.-insurance comp. insurance.# ited]u S. We are a corporation and its req . [] 10.❑ Electrical repairs or additions 3.El I q a homeowner doing all work officers have exercised their I I.El Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12•❑Roof repairs insurance required.] t c. 152, §1(4), and we have no -employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant,that checks box#1 must also fill out the section below showing their workers'.compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: POW A!5S"�p LQ444' Policy#or Self-ins. Lic:#: Expiration Date: S Ais//0 Job Site Address:15(, o'M—" LN . City/State/Zip:� e- 1U Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure io secure coverage as re der Section 25A of MGL c. 152 can lead to the imposition of crimiri4l'penalties of a fine tip to$1,500,00 and/o ne-year impris ent, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00�thm ay gainst the violator, e advised that a copy of this statement may be forwarded to the*Office of Investigations of IA for insurance c era e verification. I do hereby certi under the pains nd penalties of er'u ation provided dbove is true and correct. Si atuze: Date: Phone- 4 Jb -77( -445 1 PA(1C 0 A-22bLA, Official use only. Do not write in this area, to be completed by city or town officlaL City or Town: Permit/.License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other ( nntart Persnn t Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation 'for their employees. Pursuant to this statute, an employee is defined as every person in.the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more. of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or tivstee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such cmplo}ment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states`Neither the commonwealth nor any of its political subdivisions shall . public work until acceptable evidence of compliance Frith the insurance enter into any contract for.the performance of requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contzactor(s)name(s),address(es)and.phone numbers) along with their certificates)of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not zequired to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required 13e advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the autrlber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit'vindicating current Site Address" the applicant should write"all locations in (city or policy information(if necessary)and under"Job town).".A copy of the affidavit.that has been officially staniped.or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Depazftnent of ladustHal Accidents Office of flayestigatians, 600 Washington Street Boston, MA 02111 Tel. # 617-727-490.0 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia r tt-/04/2009 WED 9: 55 FAX 15087901677 FAIR INS /2005/006 ACOR�r, ATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE D11/04/2009 PRODUCER (508)775-3131 FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES.NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED The Waquoit Group LLC DBA GCI Builders, Tnc. INSURERA: National Grange PO BOX 509 INSURERS: Savers Marstons Mills, MA 02648 INSURERC: INSURER 0. INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ..-�. _._.................._ ___...._...._.......__.. .. INSR•ppDD'L�--...--'.._...�-----�-•---•----_--_'--_..._._._.._..._..__..__ POLICY EFFECTIVE POLICY£XPIRATIONL-_."'...__---_-•--•--.._..__-__.___.-____..__._..._... LTR INSRD TYPE OF INSURANCE I POLICY NUMBER DATE MMIDDIYYYY DATE MMlDD 1. LIMITS GENERAL LIABILITY C MP143707I 05/28/2009 05/28/2010 (_EACH OCCURRENCE l$ 1,000,000 X COMMERCIAL GENERAL LIABILITY ! j OA�IA b kCNYEi5 _ " I I _PREMISES(Ea occurrence)_ i$ -_ 50,000 7 CLAIMS MADE L 1 OCCUR I MED EXP(Any one person) I$ 5 1009 --------------- A `s PERSONAL&ADV INJURY $ 11000,000 f I GENERAL AGGREGATE - GENERAL .$. .. 2 -. __.._.-_ I GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS;COMP/OP AGG 000,OLIO I i 1 POLICY I ..1 JJEC L.- LOG . f AUTOMOBILE LIABILITY ` E$ COMBINED SINGLE LIMIT ANY AUTO (Ea accident) ................. .......... ....................._._..-_. ALL OWNED AUTOS. - I onURY I SCHEDULED AUTOS BODILY person) s t I HIRED AUTOS ......_ BODILY INJURY Is ! NON-OWNED AUTOS i (Per aocid ent) _..._..___..__......._.._._.._._._......_....... f I PROPERTY DAMAGE r t (Per accident) ' GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ - ---- --- - -- -' ---- --- — I ANY AUTO OTHER THAN EA ACC]S i I I AUTOONLY: AGG I$ 4I EXCESS f UMBRELLA LIABILITY, I EACH OCCURRENCE is ......_.l I i I OCCUR CLAIMS MADE I i AGGREGATE_... .._..__....._._.._I.$............. ._.,.,._............_ f I _ is 'DEDUCTIBLE j i '$ _-._.._..._:.-......................... _.t_...._................_ - ..._.__._._.... j I RETENTION $ WORKERS COMPENSATION I W A EMPLOYERS'L#ABILITY j WC00023741 05/28/2009 1 05/28/2010 TORYLIMITS £R i ------ AND fYIN, { i-- ------ --..._.......L. y.,$-............. 100,U0 ANY PROPRIETORIPARTNER/EXECUTIVE I ` E.L.EACH ACCIDENT ' I-- -..__..._..._.._..._........_.._.........-.......................... B OFFICEPJMEM13ER EXCLUDED? _. (Mandatary In NH) E.L.DISEASE-EA EMPLOYEE'$ 100,000 If Yes,describe under I , _.-___.._...._.,__--•-------....-_...._.W______-. SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT;$ 500,000 OTHER J E 11 f I I DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE.TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE T000$0 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Maura Cain REPRESENTATIVES. 136 Clifton Lane AUTHORIZED REPRESENTATIVE �,- Centerville, MA 02632 11(athySilvia FAI7S1 ACORD 25(2009101) FAX: 508.428.9834 ©1988.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r JOB J F TAYLOR DESIGN ASSOC., INC. SHEET NO. m OF- P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY Gs Y DATE Tel./Fax: (508) 790-4686 CHECKED BY DAB i C41 T ST `���✓IK,� SCALE /+ . Y m i p� a, ........... -- 7 7 ... ...... 0 _ 4i . 1.L. . .. . . t?...... Gr er c r .... .. oea.,H Z.xF'tt,.,. .. ktso .... 4, , `-�- i ^ e.. t� . ... Q• .;Sf"4 p _ 2: �Z . Wit.. 8 .. ... .%J,79. ' g {.. tom. �.. .�': Z G ..... ..... r' .►s.�ru,F. :.�.-;..�-v�-� — � — `t®a ..............cps. .1Z. . . t4 q®o c -raw ci .. C� ,.� I. ..... . .. ... . �.� ... ... ... �.'�.4 P. _ ... r .......................... i ed �z... ._ 3 .................... ...... ."... .. ► - 1 . k l.� o.... 4 esz. . ._..: ....'.. . .... . c. .... .. _ ...........(�; �4-j . ............ JOB CAA TAYLOR DESIGN ASSOC., INC. ' SHEET NO. I OF 4- P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY � DATE Tel./Fax: (508) 790-4686 CHECKED BY DATE lip C C--t rravo Sm Cdffhpsg&ojA& SCALE . _ _.. .. . .... ..... _ :.. : ... _ .. _...r ._. ... .� . - t 4?z. ...... _ n. . 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Box 1313 ` Forestdale, MA 02644 CALCULATED BY ��� DATE L Tel./Fax: (5508) 790-4686 CHECKED BY DATE 1-6 cpv C ALE ........ /r - -- -416 C .........., ............ .......... )i............. . ... w ..... ' ;.... ... ..... .... .........,... .._ 14 ZZpfR,Pa Ca ... .. ., . .. . r t q l............. . _ �r ._.-... q ..4 . .. ...... .. ...... .....:....... .:.... .: ....: i........ ...... .... _ .. .....5C=....- _...:.......: 48 ...... =. . 1.. . ....... . : ... :..... . ........ .. ..... _ _ . . .. .. 's • ° IZcZ2Vl2G'NrtL-'M'S T /J t G' STtr-G- co °i , * VJ N - 20Sou 1 - f �av l2 ?r, ci 15, D77Y ` l'G:�t� z�ri, c (►+eTic.ac T�j Cl/A/'i �f �E /�c Tl`. /'.it G2.a.�r� 1=.��ru� ce��sr . 20 rx �-,�,,-r �e<r-ra.a•ci /U - .. 'l�NS'Tn.VC.JhVN..Dr7 i C' UI✓KI`OW A� _ .. : _ - - .. CERTIFIED PLOT PLAN �a�ti� ROBERT y Lo-F 3w, =9 r :A P,f •r� / . r;ci BR UCE ��/ s y A/�",•�' 1' .'M NEW CONSTRUCTION ONLY f� ELDtE TOP OF FOUNDATION IS FEET `" IN ABOVE LOW POINT OF ADJACENT, ROAD. sued SCALES l - ��' DATE : ?,!-2_o/g:-z (EL D E ENG E°E ING CO. -3 u a N CD CERTIFY THAT THE - EGISTE E REGISTERED SHOWN ON THIS PLAN IS LOCATED CIVIL ' LAND J08 NO. - ON THE GROUND AS INDICATED AND ENGINEER BtURVEYOR pR,®Y$ r�"7': CONFORMS TO THE ZONING LAWS OF' DARNSTAB E b ASS ....._ 7 12 MAIN `5 T R E E T CH.61YM �HYANI�IS .° MAS5. OFiAOE REG. LAND SURVEYOR TOWN OF BARNSTABLE Permit No. _________25377 Building Inspector I wsn . Cash +wa` X / OCCUPANCY PERMIT Bond .___.__-_.� _lk Issued to Address 4 yside Building Co., nc. ., lot k32A 136 Clifton Lane, West Hyannisport Wiring Inspector C i �f , 4 Inspection date Plumbing Inspector/ Inspection date Gas Inspector J .r � Inspection date -:� hfn t) 83 Engineering Department�— ��"'i �J Inspection date— Board of Health, r — r �j 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. 19—r ...................... :Z Building Inspector 2 UM Yf- Amessor's map and lot number ............................................ N9 rALcFTHEtO 6, Sewage Permit number .........93- WITH TITLE 5 . ........................................... MENTAL,CODE ANn. t SARIST LE. 3D ............................. TOWN REGULATIONS mAem House nuimber...'-A-1-1....... • t639. 0 MAY Ar, OF B,ARNSTABLE T 0 W. ON BU11D1NG,.,. 1N,;PEC R APPLICATION FOR PERMIT TO ......... ................... ..... .......................... ................. ..I-L TYPEOF CONSTRUCTION ......LQJON). ... .................................................................... .................. 7�..........a .....................19. TO THE INSPECTOR OF BUILDINGS: The under Vigne, iereby applies 'for 9 permit actor ing i;p the following 1pformation:, Local 7&� ......................................... .............. ProposedUse ... PA A; I..... ........................................................................................... Zoning District .... ..J ................Fire District ........................... ......... ........t44 . . . ............Address .. ..................Name ?().'R . ....9.of Owner t*A* Nameof Builder ....... .........................................Address .......... ..................................... `�o ...................:...,:....Address . . ...... ....................................... Name of Architect ....S... C).... ... Foundation Number of Rooms ..... ...................................................... -K-6 ...............:.............. Exterior ..... .......................................Roofing ...... It. ..... .................................. Floors ........L..) ....... ...t."...6y..U.0�nteriori . .... ...... . .. . ...... .V,..... .. Heating- . .. . ...... ... . ..... .............................................Plumbing ......... p ... . . ..... .. Fireplace ...... .. . .... .............-)-Q.111........................:.. .........Approximate. Cost ................. Are, Definitive Plan Approved by Planning Board --- ---------19--- ............ .6o al 0, 0 5; V/t-& C r'qCq, Rr - c i � , Diagram of Lot and Building with Dimensions 7W r-Cr Fee...............T........................... SUBJECT TO APPROVAL OF BOARD OF HEALT f 912 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town f Bar le regarding the above f the f Bar,'e To construction. �Db • Name . ... ........ ... ............ .......................................... Construction 's? I Su visor Construction Supervisor's icense BAYSIDE BUILDING CO. ;'--INC. -: 25577 . One Story ` '. o ........ Permit for ....... y '.. Single 'Family Dwelling r ......... ....................................................... ...... » Location Lot 32A, 136 Clifton Lane r - �West..H`..'.annis ort ................ ..................-�».. .1.......................................... �. rr '_. -...� • t a � � _ Owner `Aay,si"de...Building...CO............. -_ ame - .'�• .�; ..... � .(, � - .� r ; � ` - TYPe of Construction ...Fr ..................... ....... r ................... .............................. Plot .. ...................... Lotn .................................. 4 - Permit Granted ................... 2 3..'. 1,9 8 3 -4: .� a CI Date of Inspection & !....�.L........r..193 Date Completed zG Assessor's map and tot number �` � l........................................... f c"S ...! THE t0 Sewage Permit nuihber -7 '��� ..i..J��. .........�................ ........... Z BABB9TADLE, i House number ...::,. .. ................{ n /(.............................................. 9°O 2639 O:YPY a' i TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .................la 'ri r� ....... .�(?.ri. f,., ....... TYPE OF CONSTRUCTION :.....A.I .. ..: ! : TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accord to the following information: Y Pp P 9 9 r Location .. I ii,� .. 2i t-!4 � ....!....,ti .. :!':� a,.: .:............ i:��1��,e,�: 1. � �: ... ...�.:.� ?.......... ................................... ProposedUse .. :.:9 .. ................................................................I......................... Zoning District ... fr .... ?. .. ..Fire(District ....................... ................................................. Name of Owner . :a�. `>.,•r� ...... .Y�.�:.. .. Address .................... Nameof Builder :: ................Address ..................�.................................................................. Name of Architect .. � }r\ ...............................Address ). �.:.�..� 1 .%.................................... Number of Rooms .... .............................................:......Foundation .... .. .6;C!1. : s............................... Exterior ..... ?...<...::......L� .... ti ............................ .f/.................Roofin ;.. ..................{ I ( f - Floors r �� - -(I, tr• . G."?..d.A, ?...'....... 1 It�t1d (:� F✓�'� i1 t \ ,�,a.!! . '.�.d"n ?.... e I, y.. .. Interior ............._. ....... 1= .. . ...... ............r......... lumbing ..................aI't .Heating� - ......................... Approximate Cost . .......... ...................................� ��fit� T Fire lace Definitive Plan Approved by Planning Board ----___-(I--ZL -- - �-� b . ! .... .t-?,19-_:___ Area Diagram of•Lot and Building with Dimensions -1. s".r-1'97- , Fee .............t!.............................. OBJECT TO APPROVAL OF BOARD OF HEALTH , c � - "" r� ��J � i P r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS - 3 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. i � Name y.. ,f • Construction Supervisor's L'•icense ....:::.....::.......... BAYSIDE BUILDING CO. , INC. A=247-14-2=9i 25577 One Story No ..........`...... Permit for .................................... Single Family Dwelling ................................................................ Location^Lot....3.2A, 13. . .... 6 C l i f ton Lane ....... . ............... .. . .......... ............ 2 West Hyannispott ............................................................................... Owner ....Bayside Building Co. Inc. .. Type of Construction Frame I ................................................ ............................ Plot ............................ Lot ............................. Sept. 23, 83 Permit Granted ........................................19 i Date of Inspection. ....................................19 Date Completed ......................................19 Assessors map and. lot'riumber ............................................. S`YSTE &qU Toy "YSTALLED IN P o Sewage Permit number ..................... J-<<4!lL�....!..... �� ¢�@ -- WITH TITLE AHHSTOBLE, A R®Na` 4 ! Houser number ........................................................................ (�� `yo. 0,39 'E p MFY a' TOWN OF BARNSTABLE DUILDIN INSPECTO APPLICATION FOR PERMIT TO ... .............. ............ ......................... TYPE OF CONSTRUCTION :. .... .... .1 ... .. .... ......................19..� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies f r a permit according to the following infor ation: Location 1 J[J( / �'V ljf.!vc.......................... .��n. .....©r��r.................. ProposedUse ...... .N .. .... ................... ....... .................................. ..........Zoning District ............................................................Fire District ......................... .................................................... l (q.0�5Name of Owner .. ... . !- �........... N�.......Address ....... ........OlrK-OV ........................ ... ................. 7 1rVTzw,1k , Name of Builder .. .. . ........... Address ..... .�........................ .a Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms .... ..........�..... .......................................:....Foundation ......................................................................... Exterior ...............................................................................Roofing ......... GJY..� al.. ............................................ Floors J. .t%.. p......................................................Interior ............................................................................:........ Y Heating ..................................................................................Plumbing .......... ............................... ................................. Fireplace ................... ...........................................Approximate. Cos Definitive Plan Approved by Planning Board ________________________________19________. Area .....:. ....,.ry.. .... ..................... Diagram of Lot and Building with Dimensions Fee ........ 4/i. ®G......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY XPERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town o Ba stable reg ding theabove construction. Name .!! ./.. . ... .............. . ... .......................... Construction Supervisor's License .P.17.01 .0............. ,BUONO, CHARLES 27953 Enclose Deck No ................. Permit for .................................... Single le Family Dw6lling .................... .............. Location '.'...1.3.6....Clifton...Lane ( ..... ........... . .. . .. .... .. .... .. .. ....... ............. ....... . ..... .. ..... ✓ . . .... Owner......Charles Buono ...........:................................................. Type of Construction .....Frame............ ............. .... .. .. ............................. .............. ....................... .......... Plot ............................ Lot ................................ June 3, 85 Permit Granted .......... .............................19 Date'of Inspection .....?/..Z.....19 Date 'Completed ......................................19 Assessor's map and lot number ............................................ %THE Sewage Permit nmber .........CO........... d Z BARNSTOBLE, i House'`number ......................................................................... r MAO& ° �p 1639. \00 0 NO A'' ! TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ;. .... ...f..... .............................................................. TYPE OF CONSTRUCTION ...........: . 'f art .. 3!s ,z ' 1 F .............. ._ r') ........19.......e ............ . l TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies f(ora permit according/to the following information: Location .......... . ................ ...lr' ... .......................... � �GTI?6.�.` . ........................... Q ProposedUse ................ N...........[ ?.............................................................................................................................. +; Zoning District .......... .Fire District Nameof Owner r' � kDJ'1f �O Al Address ......... ......................................................................... Address ' Name of Builderef> •••• ✓I&Ot-le Nameof Architect ..................................................................Address .................................................................................... j ` Number of Rooms fr^.� .l................... Foundation .....................�......./.................................................. jctleExterior ...........W...................Q ....................................................Roofng ..................:........................., Floors ........... .... ...........6.........................................Interior ....................................•............... ................................ Heating ..................................................................................Plumbing ..........,, . :! �~:............................................. Fireplace ................... P........J............................................Approximate Cos ..wc�, t . .. ......r Definitive Plan Approved by Planning Board ________________________________19________. Area ........... .... ......................... Diagram of Lot and Building with Dimensions Fee ..... . ......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH i i t r 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. / //)/{/ �1 j`I t 1 � Name .!�1/.? ((( � �. ........... ��1 ................ 0 gl11 a Construction Supervisor's license ..........:......................... ' - - »� ' ^ ' ^ � ' v - -;~ - ' - -- Penn forEnclose ~~ - S.ija Location ^l.3G...Clif-ton ------ ' \ ............... Owner .....Charles'Buono.......................... Type of Construction -.F -------_ - --------------------------' Plot ............................ Lot ----------' ~ ' ' June 3, 85 Permit Granted ................................... ....lP ' - Date of Inspection ------------lP Dote Completed ...................................... _ ^ � . ° � � \ ~^ \ \ - `j .' - . ' ' . � . ' | rh NEW RIDGE NOT TO N EXCEED IRIDGE EXISTING RIDGE IMPORTANT ------ ---- AW 6MISTRUCTION THAT J �E!{SES LIVING SP CE-, - ---_ - - --__ REYOFIQ�1200 8Q, Or PER LEVEL. w.YlEEVRE --- ------- - ---- -- . INSTALIATION OF A601TIONAL ' E D�+ECr SEA i p r Qu> D FOR 4 �T - - 61I 9�T Kf '0 Tt7flHS-THE I=SC — _—.._. .... — — -- _— — — —-- — — —...... — SWEAR a ._ 50 SF %L REQ TW 284 TW 2 ITW 284 IL �141 ,1 O• X EXISTING ADDITION �, _ _ EXISTING ° REAR' ELEVATION SCALE: 1/4" I'-0" W Z SMOKE DETEC TORS R5,V;ElMLm-D 'RIDGE VENT A _. - -- 280# ASPHALT SHINGLES Wjl:TA �i1_DING DEPT. DATE m OVER 6/8^ COX PLYWOOD (2).11 7/5'LVL RIDGE -- GT' ® ib° FIFE DEPAR, '' DATE 8 2 BLOCKING W-o^O.C. IN FIRST TWO J0I5T AND RAFTER p')TH SIGNATURES ARE Retr,01 FOR PERMITTRIG +Ot;• 2Fjo SAYS FROM GABLE WALL e� Os� R 30 FG INSUL \ �6p SIMPSON H2.5 ry�� 8 s® I6 O G. C I FASTCNERS AT ALL RAFTER / TOP PLATE JUNCTIONS TYP. In Ix5 STRAPPING V Z 1/2 GYP. BOARD W RIGID WIND WASH BARRIER REQUIRED Z ju AT EXTERIOR EDGE OF EXTERIOR WALL �y j Q - TOP PLATELu , ® � �, O NEW . . VENTED SOFFIT ((, w VYCOR CORNER AND =' N 1-I055Y RM, GREAT RM- z—1 WINDOW SPLINES t7 t. - R-13 INSULATION PRIMED PINE TRIM w c0 ° IX4 WINDOWS - 1X5 DOORS = ' 2x4's 0 IV Or- Z I—, Z IX6 CORNERS - IX8 SOFFIT E —WHITE CEDAR SHINGLES OVER O 1/21 GDX PLYWOOD 3/4" ADVANTECI-I SUB FLOOR W/ TYVEK HOUSE WRAP —IIJi }- MATCH EXISTING it 1/5, I-JOISTS® 16" O.G. - ----- --- - - - Lu Z . FIRST FLOOR -- - -r� —+ (2) it 7/8^ LVL RIM,JOIST TYP. ti tu R 30 Fr. INSUL y (n U (3) 2 IR-e 1/2° CDX PLYWOOD BETWEEN JOISTS w y SIMPSON H25 SIMPSON ABA POST BASE.CONNECTOR tKOF TYP. P 12^ "SONO TUBE" PIER W/ f } 28" °BIG FOOT" FOOTING TYP. / 2-4° 2-4° 2-4' 2'-4" a� , 1 CR®S5 SECTION 'z JOB: Ogl2 SCALE: 1/4" = P-0" DRAWN BY: KW DATE: 12/4/0q cNi m A I I !!I ' ! jlIjlj jlj' iIl'll I IjII! 'il'I!I!Ii ! il'IIiI�I,!i II ! 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A a � D r TW 2642 Q Z o ��Z '0 34 1/8" X 53 1/4° F (2) 2x8 HEADER � 1 w r, _ 1r 60° CASED OPENING, - — © O £X[STING WALL el N — a TW 2642 p c _ r pe— --- — ------ --� nr 1 D 34 I/8° X 53 1/4" A A m O O r (2) 2x8 HEADER I D to m <�� ro i i p > 7°0 � a A o cr I ar r 0 1 ❑ � r TW 2842 N 34 1/8° X 53 1/4° —————— a (2) 2x8 HEADER - I r � Is f I � � IX4 MAN ANY STEP j L X N 7. X $ w D � 1 5'-0" 6'-6" 4,-6" i W • I — I j i i n p = I m QFOIO aFnO N n to 'Tr- N Im 3 Ma°AD -u �O=r � _� z r r. nfz p0TIZ M ; M { 3 3 --I -I M m ° ° `o THE GAIN RESIDENCEIB6 LINT" M z CE TE STREET FINE ARCHITECTURAL � GENTERVILLVILLE, 1"fA Tl---)%ESIGN ff ilk 8 WEST BAY ROAD OSTERVILLE, MA 02055 PROPOSED FLOOR PLAN PHONE: 508-420-12-00 3'-0" D D 1 1 (2) 11 7/8° LVL RIM JOIST j s � , 1 i ® w � \i i. iJ! < I Z 3DU (Nl � _ � l�n�m1 Z nl �_ a A D 2 II 7/8° LVL j n 70 - e 3 w N 1 11 7/8" [-JOISTS w C7 - D i - ® 1 (2) 11 7/8° LVL RIM JOIST \ j - 0 Z � 6 j iul — Z -IDS i i ! g— N �61zo `e ctp D Z m <O i T p 15 j Za A m N i � 1 Im z � v ; i N C1 Z �J g--p-g 7 n i e l �✓, � ' 1 ttii)1 1 _ clI ail . THE CAIN RESIDENCE _ F�ITECTIJRALTij m 13/ CLIFTON STREET' FINE ARC I 1 �9 CENTERV I LLE, MA ul > 8 WEST BAY ROAD OSTERVILLE, IA 02055 FRAMING / FOUNDATION PLAN PHONE: 508-4204230 � ; I n I � r - � Ij I j; I: ® I II I ? II I II ij I ii� it I it I l litII I � I I (z) Ill 7/6° 4VL. RIDGE �# O DA I I O \ I II 1 li If rZ I �g I•. II ii it 70 - it — � 1 I I ' I I I " j I� - X - O r ppitis it _.. 1it 4 la D T \ t C • TH cAIN RESIDENCE f 13(o c!_IF`T'®N ° ° ° �a`1STREETFINE. LINE ARCHITECTURAL.. I m E< Z CEN`i"ERV I LLAE, MA 8 WEST BAY ROAD 05TERVIL LE, MA 02055 o $ 01 �� S-rRucTuRAL. PHONE: 508-420-12J0 CENTERVILLE PINE STREET O SOP ��OP PARCEL ID: F GQ-P N Rp Tp 247/019 o�p � LOCUS tor'$� PARCEL ID: vP x 247/020 F -7 OQ BEACH ROAD r.,� CRAIGVILLE N SQ+' oho SNEp OSEO LOCUS MAP N PROP-�\ON N Pgg\OpNC LOCUS INFORMATION SEPTIC �.�. ON . S� LOCATION wg� LA PLAN REF: 118/123 PER TIE CARD TITLE REF: 9997/154 12 QO' 20.7 �+ PARCEL ID: MAP 247 LOT 014/002 PARCEL ID: ZONING: ZONE" "C^ .- SETBACKS: 20'F-10'5-10'R \ , 247/014001 COMMUNITY PANEL: 250001-81) DATED:07/02/92 UI S\ACo. iii 1�jg ,,,, CERTIFIED do. PLOT PLAN � o �. • o LOCATED AT: 136 136 CLIFTON LANE ""�----,~WATER CENTERVILLE, MA. 24R/o13D: '0 1Q $, \\ Nz; \\ PREPARED FOR o N� \ \ GCI BUILDERS o- HYANNIS, MA. I PARCEL ID: \\ \ C/O PAUL MAZZOLA 247/014002 to AREA=7,500f \ AND OWNER: MAURA E. CAIN SCALE: 1"=20' _ NOVEMBER 9, 2009 UPOLE of \� ! \\A OF MASS E. A. S. 4, SURVEY INC. o� EDWARD tiG , 141 ROUTE 6A GRAPHIC SCALE A. �, . o STONE N SALT POND BUILDING " No. 28 P.O. BOX 1729 20 0 10 zo ao ao T� SANDWICH, MA. 02563 Q/ Ak ( IN FEET ) �✓� BUS:(508)888-3619 FAX:(508)888-2496 1 inch = 20 ft. SHEET 1 OF 1 J 1206