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HomeMy WebLinkAbout0170 SEAPUIT ROAD �� � � '�� � . r -- r �� - / 70 5Er9�U/T ° ° e .� ,. Town of Barnstable Build* n Post This Card So That it is Visible From the Street=Approved Plans Must be Retained on Job and this Card'Must be Kept M' Posted Until Final Inspection Has Been Made. - 163P ear ` Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final In"spection has been made. Permit -- Permit No. B-20-669 Applicant Name: Mark Mordini Approvals Date Issued: 03/04/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/04/2020 Foundation: Location: 170 SEAPUIT ROAD,OSTERVILLE Map/Lot_ 095-025 Zoning District: RF-1 Sheathing: Owner on Record: BENTIVEGNA, LAURIE A Contractor Name.'�,.POWER HOME REMODELING Framing: 1 GROUP LLC. Address: BOX 73 2 -_.-Contractor License: 168616 OSTERVILLE, MA 02655 .� Chimney: Description: install 5 replacement windows-same size and location as existing- Est. Project Cost: $5,678.00 i ' Insulation: NO STRUCTURAL CHANGES Permit Fee: $35.00 i Project Review Req: Fee Paid: $35.00 Final: Date:,' 3/4/2020 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: i 1 This permit shall be deemed abandoned and invalid unless the work authorized by 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 which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ..'� Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on this permit. Service: 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 Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �t f3 � o — e6 � 17 Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 9/29/17 Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 17-2454 v Dear Mr. Perry This affidavit is to certify that all work completed for 170 Seapuit Road, Osterville has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey TO 00 E ®�'� � ti 10 �A? O,�e99 oa '�s�. a4 a17r.1::;1 F-i 8' i 7 Town of Barnstable FZE`cE�PT t ►StirAatB; ,.200 Main Street Hy annis MA 02601 508-862-4038 Mass: Application for Building Permit PP g Application No: TB-17-2454 Date Recieved: 8/3/2017 Job Location: 170 SEAPUIT ROAD,OSTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSLA02776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 E (Home)Owner's Name: BENTIVEGNA,PETER Phone: (508)776-7072 (Home)Owner's Address: BOX 73, OSTERVILLE,MA 02655 Work Description: Add R-37 cellulose and R-38 fiberglass to the attic.Add 2" rigid insulation to the crawlspace.Air seal the attic plane and crawlspace with expanding foam.General weatherization. 7 4O p Cn Total Value Of Work To Be Performed: $5,000.00 �? Structure Size: 0.00 10.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the, Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 8/3/2017 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 1 8/3/2017 $35.00 XXXX-XXXX-XXXX- Credit Card 0299 Total Permit Fee Paid: $85.00 ' 8/3/2017 $50.00 XXXX-XXXX-XXXX- Credit Card 0299 � I,HI IDS N .41I TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION, " Map 7 Parcel `J Application #_ � ZdD Health Division t �/ ' Date Issued r _ Conservation Division `;;Application Fee Q uC Planning Dept. 'Permit Fee (: 61 Date Definitive.Plan Approved by Planning Board rh Historic = OKH Preservation/Hyannis t r , Project Street Address 17 D: i fi Village� ('� !/� d-e, Owner /-'L I 'C/ Q'en1'I`it e,� Al 4 • Address 1 7D �QAAW,T Telephone i Permit Request Oil t d T'� T P(,tc7 Wr 4 U G PAw Square feet: 1 st floor: existing271-Itpropose nd floor: existing I b�S proposed Total new Zoning District - Flood Plain Groundwater Overlay Project Valuation ®'�Construction Type Lot Size 25 S i2 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 2a ' Historic House: ❑Yes 1XNo On Old King's Highway: ❑Yes )(No Basement Type: Full 6r ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)_ ?_QLZ Number of Baths: Full: existing new _0 Half: existing new O Number of Bedrooms: existing -a new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas X Oil ❑ Electric ❑ Other Central Air: 14 Yes ❑ No Fireplaces: Existing 4—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Jkexisting ❑.new size _Shed: ❑ existing ❑ new size _ Other: I "' Cm c_) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � o c w Commercial ❑Yes ❑ No If yes, site plan review# CD a Current Use W ALL- I o C Ia5'r-i Proposed Use VaLg -161 u ag N P*7 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name K&�4 1.( c)L /& C_`OAT T Telephone Number 5C?P Ll 2- Address Fi�u 1401 19 pS f-UAI �,. MR t22C�� cense# 7 p�� 00Man, Home Improvement Contractor# I2- of Kn1J&((J �e Oi?n1'C— Worker's Compensation # We, S.:S-q 7-7 gale p. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOSi� SIGNATURE- DATE ��ar p r� FOR OFFICIAL USE ONLY APPLICATION# , } ♦DATE ISSUED , MAP/PARCEL NO. � ADDRESS VILLAGE OWNER_ { f DATE OF INSPECTION: Y FOUNDATION FRAME INSULATION ��� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL -� •FINAL BUILDING , r DATE CLOSED OUT ; ASSOCIATION PLAN NO. �,. r I . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations• ' 600 Washington Street Boston, MA 02111 www.mas is Workers' Compensation Insurance Affidavi Builde /Contractots/Elee'tricians/Plumbers Applicant Information Please Print Le ibl Name(Business/OrganizafiorAndividual):_ Kewa6o &tA WalL 0LvSreL I )&d Address: -Q Q6OX yI 0 City/State/Zip: ���L�(�' MA Phone.#: ca Are you an employer? Check the appropriate box: Type of project(required): am a employer with 3 4.)4 I am a general contractor and I employees(full and/or part-:time).* have hued the sub-contractors 6. New construction 2.❑ I am a sole proprietor or'partner- listed on the'attached sheet. T. ❑ Remodeling ship and have no employees These sub-contractors have g•'❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• # 9. �Building addition [No workers'-comp.-insurance comp. insurance. '10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 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 12.0 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 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. ZContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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. 1 -7-� Insurance Company Name: L i6ev& M. 6 1 I U� 4.n15. Q r-f Policy#or Self-ins. Lic.#:VG 1.31 S�S5`477`E 0 2q Expiration Date: d y�-10'f a fob Site Address: `-7® SQ�t��"C �Fj c, City/State/Zip: 0-41iLa �z 64T Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator. Be advised that a copy of this statement may be forwarded to the'Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ains and penalties ofperjury that the information provided above is true and correct Si afore• �R`� Date: i d Phone#: ®F `7c-Co Official use only. Do not write in this area, tb be completed by city or town officiaL City or Town: PermitfLicense# 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#: 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 trustee of an individual,parthership,association or other legal entity,employing employees'. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." .Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, it necessary,supply sub-conti actor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please-call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Offrsials 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy'information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (Le. a dog license of permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to-thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The e6mmonwealth of Massachusem Department of ladustrill Accidents Office of IuVes.tigations- 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727=770 Revised 11-22-06 A, www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 17en.dy�' Site Address: print Town: /u Applicant Phone: $—1 _Lf 10D of Applicant Signature: ya Date of Application: 31,39101, NEW CONSTRUCTION: choose ONE of the following two,o Lions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS NfAx11v1um 'MINIMUM Ceiling or Slab EJ Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall . R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R=19 R-10 R-10, Conservation Act(NAECA)of q ft.• 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck 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.energycodes.gov/rescheck/ ADDIT)ONS:OR ALTERATIONS.TO EXISTING BUILDINGS.O.: .R 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b—a) 100 x - - .332. _ % of glazing (b) Glazing area equals SF b a If glazing js<40%.u4e the chart below. If glazing is > 40 %'pr6ceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and .Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 . R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total FT glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in Appendix 120.P massacnitseris une.cwisi ion t—ur puLlact; lieu b-iur 1-)] Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..................................................... J Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)........................................................... Load Bearing Wall Openings (record.largest opening but check all openings for compliance to Table 9) HeaderSpans .............I..........................................(Table 9)............I..................... ft 3 in.5 11' ✓ Sill Plate Spans .........(Table 9).................................. ft 3 in.5 11' Full Height Studs (no. ofstuds)..........................:.........(Table 9)........................................................ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.5 12' Sill Plate Spans.... .......................................................(Table 9).................:................_ft_in.s 12" Full Height Studs (no. of studs)......: ..... ........................(Table 9)........................:............................... �— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension, W Nominal Height of Tallest OpeningZ ............................................................................... 5 6'8" SheathingType..............................................(note 4)....:.............................................._._L?_ Edge Nail Spacing.........................................(Table 10 or note 4 if less)...........,............ in. Field Nail Spacing............................;.............(Table 10).:............................................... in. Shear Connection (no. of 16d common nails)(Table 10)....................................................... % Percent Full-Height SheathingTable 10 ........ 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening Z......................................................................... <6'8" >l/" SheathingType........................... ..................(note 4)...................................................... Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ in. Field Nail Spacing Table 11 .........:........................................ in. S ?e S hear Connection (no. of 16d common nails)(Table 11)........................................:.............._ '2- Percent Full-Height Sheathing.......................(Table 11).......:....................................:......._% 5%Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).................... Nall Cladding Ratedfor Wind Speed?.....-.'........................................................ ............................................................... ZOOFS. Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. . ft 5 smaller of 2' or U3 -- Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.....................................U= plf Lateral...........................:.................(Table 12).............................................L= plf Shear...............................................(Table 12)..............................................S= plf Ridge•S(rap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf �C Gable Rake Outlooker..........................................(Figure 20 ft s smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................::........................(Table 14)............................................U= lb. Lateral (no. of 16d common nails)...(Table 14)... .................L= . lb. ..... Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............ Li Roof Sheathing Thickness.....................................:.....'............................................._in. _:7/16' WSP ei Roof Sheathing Fastening.............................................(Table 2).....................:..................................._ _-& is checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 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 uired per the WFCM 110 mph Guide: a. Steel'Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b eption: Opening heights of up to 8 fL shall be' permitted when 5% is added to We percent full-height sheathing iirernents shown in Tables 10 and 11. bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. IT'I LL 33 CL l,IA.Lk O LO v.........��.� .. .. - A. LJ Chcck Compliance SCOPE WindSpeed.(3-sec. gust).................................................................. .............•......•._...._.................... 110 mph Wind Exposure Category .............. ..................:................................... ......B Wind Exposure Category Engineering Required For Entire Project ....................................... APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) �- stories/ s 2 stories 12. RoofPitch ....................:.........:............................................(Fig 2) ....._..:.,;:....:.._............_.....•...1©J1, s 12331 • (Fig 2 i;L.D ft 5 33' � MeanRoof Height ...................:.................................:........( 9 )................... ......:...... ..... ......... < ....._.!..(Fig 3 ................................... -E ft _ 80, Building Width',W ................................................:....... ( 9 ).............. � 10 •ft S 80' 3 -Building Length, L ..................................:.......•...................(Fig. ......_............._... ... ......... .._.. . .. (Fig 4 o2S s3:1 Building Aspect Ratio (UW) ................................................( 9 )...............,...._.•......... <6'8" � Nomir;pl Height of Tallest Opening ............................. .....(Fig 4)................................................ FF7AMING CONNECTIONS General compliance with framing connections.:....:.............(Table 2)............................................................. FOUNDATION Foundation Walls meeting requirements of 780•CMR 5404.1 „ A Concrete............ .............................................. �L* ConcreteMason ............................................................... ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts:imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only �n" y BollSpacing-general .........................................:.(Table 4).................:_.............: ..... .. .. Boll Spacing from endfjoint of plate.............................(Fig 5).....................__I............ -li in._< 6 =12 Boll Embedment-concrete.........................................(Fig 5)......_......................:.............:....._in. z 7" Fi 5 1S• in. Bolt Embedment-masonry....:..........I.............-............( 9 ) ...........r.... !/ z3"x3" x /+ Plate Washer..................................................:.............(Fig 5).................,• : ......... ................. " =LOORS t/ Floor framing member spans checked :..:.(per 780 CMR Chapter 55 ................................... maximum Floor Opening Dimension....:..............................(Fig 6)............................. ..... ...... ..... ._ ft512' =ull Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)....... ................................ vibximum Floor Joist Setbacks Supporting Loadbearing Wails or ShearwaB................(Fig 7)....................................................T ft•_d Aaxirnum Cantilevered Floor Joists '^IA - Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft .<_'d -�t✓r -.loor Bracing at Endwalls....................................................(Fig 9).............................. . ..... . .. ................... :... =1oor Sheathing Type (per 780 CMR Gha ter 55 •` : Jc (p P )................ .. ... loot Sheathing Thickness ..........:......................................(per 780 CMR Chapter 55)....................... �s in. ......•................. Table 2 d nails at�in edge/ in field =loor Sheathing Fastening..............:........... ( )••�-- HALLS Nall Height Loadbearing walls..........:..........................:.........:........(Fig 10 and Table 5).........................�H'�ft _< 1D' Non-Loadbearing walls ......:.........................................(Fig 10 and Table 5)....................,....�-+1r �20' [/ F 10 and Table 5 1 in. <_24"o.c. v 'Jail Stud Spacing • ............................•.......I................ (Fig )......._........... .•.. _ft _< d VailStory Offsets ........................................ ...............(Figs 7 & e)............................................ XTERIOR WALLS' flood Studs ,( ...,.. Table 5 q Loadbearing walls.................................................. ( )...........................�_,2 — � ft � in. x -_ Non-Loadbearing walls ................................................(Table 5)..............................2x ft In. 1/ able End Wall Bracing 1 Full Hel9.ht•Endwall Studs.............. (Fig D)............•......:................................ WSP-Attic Floor Length.................:...........................:.:(Fig 11)...................................:......... ft>_W/3 ........_ftZ0.9W Gypsum Ceiling Length (if WSP hot used)...............::..(Fig 11)................... �'"••. and 2.x 4 Continuous Laleral•Brace @ 6.ft. o.c. .. (Fig 11 ............•• ••-•••........................•• or 1 x 3 ceiling,furring strips @ 16'spacing min. with 2 x 4 blocking @ 4 ft..spacing 1h end joist.or tr_us5 bays ouble Top Plate (Fig 13 and Table 6 '? SpliceLength ...:...:............................................... ( g )...........,.... ..... ,-........... ..R � Splice Connection (no. of 16d common nails)..............(Table 6)...........................:............................ . 1 oFT"ETo,=,� Town of Barnstable Regulatory Services . sAxNsr�.g, _ ruas g Thomas F.Geiler,Director 16 Building Division , Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, Cez e- , as Owner of the subject.J property hereby authorize /,,!l 9h 044 to act on my behalf, in all matters relative to work authorized by this building permit application for. Iu (Address o Job) S' of Own Date ' 14� -emu Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable THE Reolatory Services BAarvsrwsre, ; Thomas F.Geiler,Director aes9 .� Building Division PlFD" A Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601.. www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: nu-beX street village "HOMEOWNER': 7 name home phone# work ph e# CURRENT MAILING ADDRESS: city state zip code The current exemption for"homeowners"was a nde-d t/FH wner-occu ' d dwellin of six units or less and to allow homeowners to engage an individual for a whossess a tense,provided that the owner acts as supervisor. DEFINITION I\ Person(s)who owns a parcel of land on which he/she resi to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached shsory to such use and/or farm structures. A person who constructs more than one home in a two-year not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a foble to the Building Official,that he/she shall be- responsible for all such work performed under the buildin bon 109.1.1) The undersigned"homeowner"asm es responsibili or compliance wi the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifips that_h he understands the Town of B ble Building Department inspection procedures and require cnts and that he/she will comply with s 'd procedures and requirements. Signature of Homeowner Approval of Building OX,ction Note: Three- wellings containing 35,000 cubic feet or larger will be required to comply th the State Building Code27.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code tes that Any homeowner perfomring work for which a building permit is required shall be exempt from the pro 'lions of this section(Sccti 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a pason(s)for hire to do ch ' work,that such Ho cwwner shall act as supervisor." Many h cowncrs who use this exemption an unaware that they art assurring the rapormbilities of a supervisor(see Appendix Q. Rules&Regulations for Iaeensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it A Duld with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her•responnbilities,many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may cart t amand and adopt such a fomdcertification for use in your community. Q:fotnu:homw;cmpt i 91?e -P Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2009 Tr# 129989 KENDALL & WELCH CONSTRUCTION., DAMON KENDALL 54 KOMPASS DR. , FALMOUTH, MA 02536 Update Address and return card.Mark reason for change. 3-CAI 0 50on-05/0&PC8490 ❑ Address 0 Renewal ❑ Employment E] Lost Card Massachusetts- Department of Public Safety Board of Buildin;; Re;;ulutions and Standards` Construction Supervisor License License: CS 70086 Restricted to: 00 DAMON L KENDALL + 48 KOMPASS DR FALMOUTH, MA 02536 Expiration: 11/21/2010 ('ununiNA4 One r Tr#: 6479 11 / lY / UO 11 : 40 : 10 HIVI 4 1 / U 0 UU/ Uj ACORD,„, CERTIFICATE OF LIABILITY INSURANCE i1/19/20' PRODUCER (508)540-2400 FAX: (508)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION i— -ray & MacDonald Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR -j MacArthur Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURED NSURER A:Quaker Special Risk Kendall & Welch Construction Inc NSURERB:Safety Insurance 39454 874 Main Street 'NSURER c:Liberty Mutual Ins Corp PO BOX 490 INSURER D Ostervllle MA 02655 INSURERE: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING AW-' 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 ADD'L POLICY TYPE OF INSURANCE POLICY NUMBER DATE MMFDO/VYE POLICY EXPIRATION O/YYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00( DAMAGE TC RENTED 50,00( X COMMERCIAL GENERAL LIABILITY PREMISES!=a oxunence) $ A X CLAIMS MADE OCCUR LH810000343 6/15/2008 6/15/2009 MED EXP An one arson $ 5,00( PERSONAL&ADV IN.41RY $ 1,000,001 GENERAL AGGREGATE $ 2,000,OOI 'HXGE'NL AGGREGATE lIM1T APPLIES PER: PRO UCT -CO /O G $ 1,OOO.00l POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) B ALL OWNED AUTOS 5055064 6/15/2008 6/15/2009 BODILY INJURY X SCHEDULED AJTOS (Per person) $ 250,OOI X HIREDAUTOS BODILY INJURY $ SOO,OOP {Per accident) X NON-OVLNED AUTOS PROPERTY DAMAGE $ 100,00 {Peraccident) 7A,GE LIABILITY AUTO ONLY-EA ACCIDENT $ Y AUTO OTHER THAN EA ACC $ AJTO ONLY, AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE Is OCCUR CLAIMS MADE AGGREGATE Is Is DEDUCTIBLE Is RETENTION $ $ (,` WORKERS COMPENSATION AND TORY LIMITS O R: EMPLOYERS'LIABILITY El EACH ACCIDENT $ 100,0C ANY PROPRIETOR/PARTNER/EXECUTIVE 100,0C OFFICER/MEMBER EXCLUDED? WC131S354774028 6/15/2008 6/15/2009 E.L.DISEASE-EA EMPLOYEE$ If yes.describe under E.L.DISEASE-POLICY LIMIT $ 500,O C SPECIAL PROVISIONS belal OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THI ToWn of Fa3=uth EXPIRATION DATE THEREOF, THE ISSUING- INSURER WILL ENDEAVOR TO MAI; 59 Town Hall Square 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BU' Falmouth, MA 02540 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TH INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE c S Harrington/SMH v ACORD CORPORATION 1! ACORD 25(2001/08) Page' INS025(111:18).088 9219 U1/1'L/GUU`J MUN 14: 1J FAX SUtf '/9U 1677 FAIR INS 1&001/002 ACORD CERTIFICATE OF LIABILITY INSURANCE 01/12/z o9) 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 P.O. Box 430 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. '9 Main St. itervil l e, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED Aal to, John C. INSURERA: National Grange P.o. Box 339 INSURERS: Safety Insurance Co. Marstons Mills, MA 02648 INSURER C: AIM INSURER D: 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 0kDD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY MPI70531 EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ S00 000 CLAIMS MADE a OCCUR MED EXP(Any one parson) S 10,000 A 10/02/2008 10/02/2009 PERSONAL a ADV INJURY S 1,000 000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 21000,000 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY 1900809 12/01/2008 12/01/2009 COMBINED SINGLE LIMIT ANY AUTO (Ea accident S ALL OWNED AUTOS BODILY INJURY S B X SCHEDULEDAUTOS (Per person) 100,000 HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accident) 300,000 PROPERTY DAMAGE S (Per accident) 100000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ S FR LIMITS WORKERS COMPENSATION AND AWC7011579012009 01/01/2009 01/01/2010 WC sTaru• oTH• EMPLOYERS'LIABILITY C ANY PROPRIETORJPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYE $ 100.000 SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS J VEHICLES I 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, KENDALL & WELCH CONST BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY BOX 490 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. OSTERVILLE, MA 02655 AUTHORIZED REPRESENTATIVE KathySilvia/FAITUI A tD 25(2001/08) FAX: (508)428-4907 OACORD CORPORATION 1988 NOV-19-2008 11:52 From:ALMEIDA CARLSON 5084577660 To:5084284907 P. 1/2 A CORD TM CERTIFICATE OF LIABILITY INSURANCE DAT„/l�NDD/8 Y) PRODUCER Phone. SOW1540-6181 Fax 505+107-78110 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ALMEIDA a CARLSON INSURANCE AGENCY INC. ONLY AND CONFERS NO RIGHTS UPON THB CERTIFICATE P.O.BOX 564 HOLDER, THIS CERTIFICATE 0088 NOT AMEND, EXTEND OR FALMOUTH MA 02541 ALTER THE.COVERAGE AFFORDED BY POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A Travelers Insurance Comegny D P FUCCILLO CONST INC INSURER B• AIG Insurance Company 848 THOMAS LANDERS RD INSURER C E FALMOUTH MA 02636 INSURER D INSURER IS -COVERAGES THE. POLICIES OF INSURANCE LISTED BELOW HAVE BEEN IHHUED TO THL INSUHLD NAMED ASOvE FOR THE POLICY I-EHIOD INDICATL'D, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THG INSURANCE:AFFORDED BY THE POLICIES DESCRIBEO HEREIN 18 SUBJECT TO ALLTHIZ TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGORBflATE LIMIT8 SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS rA AD TYPE OF INSURANCE POLICY NUMBER POLICY 8pR8CTIY8 POLICY pIWIRATION LIMITS INBR er O W GENERAL UABILITY 5803071A408 10/20/08 10/20/09 EACH OCCuRRENCE m 1,000,01 X COMMERCIAL.GENERAL LIABILITY �`°GTo�NTIM 1 300.01 PRQI�IaW(Ps oo mame) _ CLAIMS MADE m OCCUR MCD CXP(Any ona poroon) 5 — ^_6.01 X BLANKET ADDITIONAL INSUREDS PERSONAL&ADV INJURY S 1,000101 GENERALAGORCOATE 1 _ 2.000,01 GEML AGOREGATE LIMIT APPLI08 PER PROOUCTS-COMPIOP AGO $ 2,000.01 POLICY PRO LOC �...—... AUTOMOBILE LIABILITY COMOINCD SINGLE LIMIT ANY AUTO (Ea aoeSGaril) S ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Par parson) 6 HIREDAVTOS BODILY INJURY NON-OWNED AUTOS (Par accldonl) 1 PROPERTY DAMAGE 6 Par Amidanl GARAO9 LIABIUITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN —aAaL 1 AUTO ONLY. AGO 1 EXCESS/UMBRELLA uADILITY EACH OCCURRENCE B _ OCCUR n CIAIMS MADE AGORCOATE 1 1 DEDUCTIBLE & RETENTION i 1 WORKORB COMPENSATION AND 6880532 10123/08 10/23/09 1ro v ub O OTMCR EMPLOYERV LIABILITY B ANY PROPRIRTOMPARTMORftlx4CUTWO B L EACH ACCIDENT 6D0,01 S 0PFICdRIMgN86R 41CLUDII07 P.L DIGCASC-CA P.MPLOYOF 1 600,0E 11 yee,deuarlb.„114m OPIKIAL PROVISIONS below EL DI8EASC-POLICY LIMIT 5 800,0E OTHER: DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF TIHE ABOVE DESCRIBED POLICIES BE CANCELLED OEFORET110 aXPIRATION DATE T141!RROP, TIiRI ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYI WRITTEN NOTICE TO THL' CERTIFICATE HOLDf'-R NAMED TO THE LEFT,BUT PAILURE KENDALL 8 WELCH TO 00 60 SHALL IMPOSE NO OPUGATION OR LIAOILITY OF ANY IOND UPON THE INSURER, ITS AGCNTB OR REPR08ENTATNE6 428.4907 AUTHORIL'1110 RUPRL'SUNYATIVI: Attentlon: ACORD 26(4001/08) Ccalf ame# 6657 0 ACORD CORPORATION 1988 a° IS, Sf v �`tj h� O a Colo tv O `r- e i LOT U) i S 37 4,21 A rcQ. co s. RES. RFJ- FOUNPATLON CERTtF :rCA`rXCiM TOWN 3RRNS7 A84,E PLAN RE F. L . C . 57ZS'- 4-O DATE SCALE l••` � � ELEVATION HEREBY CERTIFY Tt-iAT THE ADOVE OUNCATIOICJ I5 LOCATED ON HE GROvND AS SHOLL N, AND �`t� OF Kassa Yd.R1.EE . '� 5U.�2a0E9 r5 POSITdON DOES o`'� PAUL �. c0TLS(4LTaLYlTS ONFORM TO -fkE ZONING Z a MEMAi HEWAW SET BACK . (JlPE m-r No. 32098, 7O RA5PgF-Rt-ty L_N. )� SARA)S 1984.E 9o�F � °FrrStih�QiCJ`�� MARSToMS MILLS PAA oy � Pf3UL A. M&RITHEtA.) R P.L.S. I Z�f Map ® 3_ Parcel '0,Z..(S Permit# �(oss9 Conservation Office(4th'floor)(8:30-9:30/1:00:2:00) - ate Issued �Jr '514 i Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) pFee Engineering Dept. (3rd floor) House# IKE 0o t r M1 tp� ,a' 'Oiq� P RARNSTARLE. MAS& De 3 19 r 1659. !' •'his FDIM�� - TOWN OF BARNSTABLE Building PeiieitApplicatio`n ` l'. .�t,• Project-Street Addtess170 Seapuit Roadd� _, ,� t , 0. Village ' Ostervi.11e Owner Dr . & Mrs . Peter Bent ivegna fI 4Address 170 Seapu i�ti Road, "O'stervi 11 r Telephone 420-4335 Permit Request Construct a new breakfast/.,f-ami.ly room with a second fir . guest bedroom and bathroom. First Floor X88 528 square feet , Second Floor 360 square feet Estimated Project Cost $ 104 ,900 _0o Zoning District R F 1 Flood Plain Water Protection Lot Size 2+ Acres Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Residential Proposed Use Res i den t i_a 1 Construction Type Wood Commercial Residential X Dwelling Type: Single Family X Two Family Multi-Family Age of Existing Structure Basement Type: Finished X , Historic House Unfinished Old King's Highway Number of Baths 1 No.of Bedrooms 1 Total Room Count(not including baths) First Floor Heat Type and Fuel F H A G a s Central Air yes Fireplaces y e s Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other • Builder Information Name E .J . J a x t i m e r , Builder , Inc . Telephone Number 7 7 8-4 911 Address 48 Rosary Lane , Hyannis License# 003251 Home Improvement Contractor#110 6 0 9 Worker's Compensation# w c 2 O 4 2 3 9 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Macomber ' s Dumpster SIGNATURE DATE 7/9/9 6 BUILDING PERMI ENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NOi; ADDRESS t VILLAGE I OWNER DATE OF INSPECTION: FOUNDATI FRAM r . + l i' INSULATION FIREPLACE.•- - ELECTRICAL: ROUGH 1��� Kell FINAL _ ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. � s �u4 J ct V, Pr verify all exist+ng,ys. proposed conditions +or o it o esses to provide fof make alterations 904./or`djustments to-WQdRa* t pr 9r completed project.ir comPliance.Wi6 design m parameters and minimu ,swn'- set forth in 1yf q` Biliiding Code and applicable town,codes!ordinances ,- with proposed', Should'concealed ditions be designer p t r to making any evealed m dificztions as f- condrtion ccjntrador shall:notify may be required. ` 41 1 Cep&r-OLAVUe tPf. NNBf _ - — w- -. r* evsr k COAX �r� __ _ - i �•�+�t�.�".�. *F. _ _ ! :�$,'-L7"C7�TO 1rf�TG1't 2/4Yxb rst IK - .. it , � - _ _ :► �. _ � 1-srrt sHHUiA R�g DCiSTiN Sr ZZ G .ILia Oj 19 3 — Pare _ - AA I N�. _ --Up _95�sr — - -ter-- ani 1 These drawings as shown are for illustrative purposes only �Contraaor'i"sjo safe:. t�4 = ► t� verify all existing vs. proposed eoiidittons pno"r.to fd Cu n oi�stnii iorr ajo:to' ' make alterations end/or•adjustments to wprtc 8S`1t prggr8stes o provide.for a,>.' com . ted:'ro ect in'com fiance:mirth desi i � ' P� P 1 2 P gn.perameters and iriinirnuin�standard's t.foith:ir-MA`State'Bufld/ng-Codeand appticable town codes/ordinances. khoalQ corioebled:coiiditioris be re vealed that are at variance with proposed `�cOr i6o"n cx Air8ctor:shall notify designer prior to making any modifications as. . may be required. t I i � ':�i i a�'.fiAll 4. 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TYP• --- �i If , •� l___.__.- FTG{. - .._ -....r 1• - - - I I I 1 .d•1LIGN� ` #�� .�^,gfi t: yIi Z sFl 0!1 F.Er, 0i i AZ x}•' I OI d1 L— ! •wlsu:-so .>,n K�"7parSY. ��•,.�� ry<" y;? 11 �-- - ��I s�i j7 `•- a r' .__o l .3•Id�2�_ ` Ea• �Q 'II ,� •�,� aau mew Ar =�I ' .__---�._ •. � (tom. I� • 1���� ,' '. Z665 . - r� co co-r �� ti ao ILI ^ v, a L • C'f 7 „ O-i . - O a 2 _ !; li it q �•; +: `•. t X 28' I - goo ' C• I! i.I!! II % 'll 'd ,s it it L 2x�0' �`� Diu 'j �`•y. -},N� L ;q T.lrc• CuntnidnH�ea1111 ojAtassucllusctts ,on: .. _... 4_ .y:: Depart»rcrlt nj Industrial Accidents ` Ageeolioyes#9allotts '?: ;l'_ �•;a`` 60011 asbingtun Street :�• Bustun,Alas. 02111 Workers' Compensation Insurance.Afftdavit E . J . Jaxtimer , Builder, Inc. 48 Rosary Lane fit Hyannis , MA 02601 Phone# 778-4911 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity .,..tea.,,. ® 1 am an employer providing workers' compensation for my employees working on this Job. m SAME nddrecs• Sit3 phone#• incurince co Liberty Mutual policy# WC 204239 I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comrianT n Sri) phone#• - curnnee Co. ' nelicv# . • ... • «-- - - .en ar-�y .sa v�-=T�"�""T,�'F'" 9F'e�'• �"r7Ct r'�1�r7�%?"'f�S '�^S�" I 'E'it�W�' S m v e• nddress• city: phone#- .Atiach-!dditi6i.zl if iiiiessary , � i%s A�-;'mot` �''�Yr*':—`'`"'="t►`' " alai:.'.+><.� Failure to secure coverage as required under section'3A of h1GL 152 can lead to the imposition of criminal penalties of a fine up to$1.500.00 and/or une years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the OMce of investigations of the DIA for coverage verification. I do hereby ccrtij• the pains and penalties ojpeduq•that the information pnnided above is true angd correct Sienaturc �• ate -I/ J 19 axtimer Phone 778-4911 Print name official use only do not write in this area to be completed by city or to% official city or town: permit/license iY I.9Building Department E31.1censing Board check if immediate response is required 13Seleetmea's Office [311calth Department contact person: phone#;. nOther The Town of Barnstable ,$ Department of Health Safety and Environmental Services °,39. ` BuiIding Division 367 Main Street,Hyannis MA 02601 Ralph Crosses Offii= 508 790-6227 i Building Commissio Far- 508 775-3344 For office use only Permit no. ; • t Date AFFIDAVIT HOME MOROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,reaovation,repair,modernization,conversion, improvement..removal, demolition, or construction of an addition to any pm cdsting awner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain c=pdons,along with other requirements. Type of Work: riexk."r em! 15" D 1T Est Costa 10-41 Address of Work: 1 1 oe ulf K d • 0e*g-U I t 1 c Owner.Name: b f • I f'nrt=S PaA2 r 6tp,+i Ve vl$� Date of Permit Application: l�' I hereby certify that: Registration is not requited for the following teason(s): i Work excluded by law Job under S1,000 Building not owner-Ooarpied Owner pulling Own peraut Notice is hereby given that:OWNERS PULLING THEIR OwNIIvIP PERMIT ROVEMENTWORKDEALING DO_NOT HAVE HA ACCESS TO THE ORS FOR APPLICABLE HONE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner l to coo Date Contractor name Registration No. OR 0 n^ A Owner's name 4 i I TWO VW SINNH,IH 801VUISINIW4V N1 ,A8HS0b 0- °- 83WI1XVf 'f 1SH83 a301If19 `83WI1XVf f 3 I T09ZO VW SINNVAH N-1 A8VGO�J et 96/£0/11 u011e11dz3 I �J3WIlXdC ' C 1S3N63 N0I1d80dd00 31dAIdd - edAi I d�0-lIn£3 ` 63WI l};VL' f 3 609011 U011P11ST688 8013VdiNO3 1N30A08dWI 3WOH NOI1d80d8O0 31d/1I8d - adXl 96/CO/TT UOTILJ.TdX-� 6090TT U0T'1LAjST6a�J ---------.._... -- - -- ------------ 2i010d>J1N00 1N3W-�3AO0 IdWI 3WOH I I 80TZO sq.g9sngoesssW ` uolso8 I TO£;T UJood - aoeTd uo--tnqL{sd aup IspaepuejS pue suOT-eTn6ad 61-ITpTTne 4o paE?o8 NOIldb1SI9-A8 S: 301 DVW.N00 .l.N3W�IAO?3dWI �3140H I I V -P 40142 =� DEPARTMENT OF PUBLIC SAFETY 40742 ONE ASHBURTON PLACE , RM 1301 C BOSTON , MA 02108-1618 CONSTRUCTION SUPERVISOR LICENSE Number: Expires: Restricted To: 00 ERNEST J JAXTIMER Detach bottom, fold sign on 48 ROSARY LANE back, and laminate license card. HYANNIS , MA 02601 Keep top for receipt and change of address notification. i Assessor's offioe Ost floor): Assesssor's map and lot number ......��_ ...0.(R... `TMEto` Board of Health (3rd floor): Sewage Permit number ............... .� T 7CoC� y ti BASIISTAXIM i Engineering Department (3rd floor): . d. c r House number ...:........................f: ....�Q... zl.?.............. ��OYPY.6\0� APPLICATIONS PROCESSED 8:301;9:30 A.M. and, 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... C101 Z'vG/ ...... �i�lj'i�s/ LyfdfrC TYPE OF CONSTRUCTION � .a..7....................19 � TO THE INSPECTOR OF BUILDINGS: The undei�sipned hereby applies for a perrni•t according to the following information: Loco tio �v�!!!.� h/i// ©ST.2v�//z6gr.o..q :'........................................................................... ................................................... /. Proposed Use ....:......................... - ....................... �.Q-Tcz V./�� Zoning District ...................�.�. .......,.......................................Fire District .........--.............,...,-...QS/£ff 1//✓� Name of OwnerT.9!ri�� �= Address ��....�ST7!! ....................................... ............................ Name of Builder �' zT.! !s' � .►!�✓c> .....Address ��.. fir...... ..................... Name of Architect v. !ft'... �L ..v Address ... �`1ILfG.rc'�'.........' / �. .�............. Number of Rooms ........f< 7........................................Foundation w—. ./........�0® ................ Exlerior .... £sf�/� LsG.ry/���ri-eL.......................Roofing .......... L ......5 �.''� ��Z..... ................................................. ..................... Floorsii �Glivo� .Interior......................................................................... ................................. Heating .................................... ......: �tJ% �ile g 2 .. ....................................................................Plumbin t��l .. h"7rh.................................::................ Fireplace ���� "� � ' �T�.Approximate Cost � 1........,. ................... ............... Definitive Plan Approved by Planning Board -------_------------------------19-------- - Area ....................... Diagram of Lot and Building with Dimensions Fee .. .... .... . ..................... SUBJEOT TO APPRqVAL OF BOARD OF HEALTH I ' ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS -I .hereby agr""ee to conform to all the Rules and Regulations of` he Town of BarnstabWe regarding the above construction. V1 j ~ Name ...................... ............. �. tC "A Construction Supervisors License .,...................... ............ i - MACDONALD, ALBERT & CAROLE A=095-025 G No ...30.9.0B.. Permit for ...l ...,StOXY. ............ ....S.i.ngle...FAMil.y....D.We.J.1in. ........... S �►�f Location ....Lot...#.9.44.......1.7.IJ��l�t3��TT`r-1 a—�t,�ad Osterville ............................................................................... Owner ....Alb.ext &...Cax.ale...NacA.Qnald Type of Construction ......F.r.ame....................... Plot ............................ Lot ................................ Permit Gran',ed ......June.. 2.5................19 87 Date of Inspection ....................................19 Date Completed ...................................°...19 G� G, 4 (� A J7 i o�rNc>, TOWN OF BARNSTABLE 3090a � Permit No. ................ • BUILDING DEPARTMENT 1 s.a,n I TOWN OFFICE BUILDING Cash ................ 7 rYl .679• '�tcr►r HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to ALBERT & CAROLE MacDONALD Address lot #94 170 Bunker Hill Road, Osterville USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. A ril 12 ........., 19.8$............ / � Building Inspector t �IJILDING �' ;TABLE, MASSACHUSETTS �-'Z } DATE 9 PERMIT NO. ;;.I•" ADDRESS_ IcoNTR's LICENS A PPLff:l:•/i- _. .'� (NO.) (STREET) Y - , NUMBER OF .. {,��'�;• DWELLING UNITS (_) STORY PERMIT 1'Os.•• (PRO �SEO USE) :'!TYPE OF IMPROVEMENT) N0. •� .'.' _ • ZONING ATI,Ok1•. /' �U OISTR6 AT PIOC CT , (NO.) (STREET) BETWEENyf' • (ERoss STREET) (CROSS STREET) 4: ' - '* •; LOT •' 2., e LOT BLOCK SIZE SUBD I V IS I ON;•; 1 . WIDE-By FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION BUILDING':IS' .TO.j FT ,E,'" y' TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) 'REMARKS: PERMIT sAREA OR',. ESTIMATED COST FEE VOLUME .,'(CUBIC/SOUAREaFEETI OWNER BUILDING DEPT. - - BY 1 ADDRESS — THIS PERMIT CONVEYS.,NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARI BE AP- PUBLIC OR PERMANENTLY. ENCROACHMENTS ON PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUS-iD ® PROVED BY THE. 'JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE 0:iTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CON"TITION3 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS PERM ER TS APPLICABLE REQUIREC,SEPARATE OR INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND ALL CONSTRUCTION WORK: I. FOUNDATIONS,OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECH ANICAL'INSTALLATION Z. S. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE ' OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREE _- PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS__— BUILDING INSPECTION APPROVALS —' - . pool 2 -� :. 2 • „� fit HEATING INSPECTION APPROVALS ENGiNEGHING DEVARTMENT I~ i /y_ •� Jam_ �J�t.,.:: 1/.��/ ! . ..���'----- /f� � •� G�Ci{/ BOARD OF HEALTH� 'I �,'�P' ' i•'_ti:n,C�l'rNOCF.ED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ':G1HI'2 CARD,CAN BL" y ,PROVEDTHEEDUNTIL STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TEI. ''"•NI`.? 04 VVA;TTEi`' i PERMIT iS ISSUED AS NOTED ABOVE. NOTIFICATION. 9 ►, a rm� ti `r �R 6S•S'+ ti so a0 �• 'I (V a /011 s� �o CO a i> ro M tiM (Y n o Q f. �k U) LOT 94 � 3,7 P� �0 A a 88. 77 P►v R ' too. oo PLOOD ZONE w G N RES. R F1 FOUNPATLON C9RTZFICA'rI0P4 To wN BA RAJ STASLE PLA N RE F. L •c • 572 6*- 4.0 DATE SCALE ELEVATION I HEREBY CERTIFY THAT THE ADOvO FOUNDATION IS LOCATED ON OF M aht4EE THE GROUND AS SHOWN. AND ����`N ass9cy y CORSGtLTd1'lT5 ITS POSITION DOES o PAUL �s A. CONFORM TO THE ZONING IT HEW LAW SETBACK REQUIREMENT � ME. 32098 � ?O RASPSERRy LN. OF 13A iU5 ASLE 9�� 9. szoso J M ARS-r O N S M I L L S M A Fps/O E61SLpN�SJQ O Z 4 48 rAUL R-P.L.S.- /Z// A. -� Osess&* offioe (1st floor): fTHE Assessor's map and lot number ......C1.40s ...v.n?.5 ..... ;C'k— SEPT#C SvS.mM M o Board of Health (3rd floor): EB�'�ai�T'ALLE® IN Co Sewage Permit number ............... .^..`..... .. .. WITH j"BTLI � vN LL. Engineering Department (3rd floor): i ,!`,,aa��,�,�� p House number .......::...............:................0... .f. .............. �`` � APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P,M.' only, ULATIONq TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ................a 12e e�-e-r` -''� ��� l��c.... TYPE OF CONSTRUCTION ...................................................................................................................................... �7 ........... .................19............ TO THE INSPECTOR OF BUILDINGS: i The undersigned hereby applies for a permit according to the following information: Locatiori ................................................... �.....� 2.ram ................g./. ....... ProposedUse .......................?!I6 .......................................................................................................................... ........ ....... .... ...................... ' Zoning District ...................�. .. .....................................:........Fire District�.......... ✓.. 2 QS�.�s�f//�� II Name of Owner .��zT",�, ?AAA ��dress .a 61..... TIP'e-i '.s�ce L�''ti'.. �STc.2✓./� .... ..................... ......................................... ................ Name of Builder .....�1`� /'..lsa .�li r ....Address .44 ...S Zf ,. ✓lei GlSyTi?(li��� Name of Architect Address ... Number of Rooms ......... < ?�✓.................................:..Foundation ....... Exterior ....e�oss. � .�t� SLy`Ea ...........................................................................Roofing ................ , �' ......................... Floors ......................................Interior Heating 11 Plumbing .. .N .. T.......i.r............................................ Fireplace .... i2� � Approximate Cost O V................. .......................... ............ .....�.................... ............... n Definitive Plan Approved by Planning Board ________________________________19-------- . Area ....................... Diagram of Lot and Building with Dimensions Fee .. � .'. SUBJE TOYAPR VAL OF BOARD OF HEALTH ?k; OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations offta Town of Barnstable regarding the above construction. Name . ..................................................... .............. r l Construction Supe'rvisor's License . ........ ........ ........... MACDONALD, ALBERT & CAROLE 3. . . Permit for ...Story......... N.0 ..... .... ..... ........? ........... -ij ...Familv D '. 11 .......... ..... we ....................... ...... Location ................................................... O�terville . ............................................................................... Owner Albert & Carole MacDonald .................................................................. Type of Construction .......F...r.ame....................... . ....... ............................................................................... Plot ............................. Lot ................................ Permit Granted .... June 25 I 19 87 ..................... ... Date of Inspection .................19 .........................9.19 1 1 I I ' =RED CEDAR BLOCK WALL n • • i i aPRox.->ic _E _ . EXISTING nnrcw DOSr.D RD CEDAR= DAMP. PROOFING CSA >i TYP. IXB/IX3— '.APROVED. .' RAKE BIRDS.— I'.'�.'•',.- 3"CONC.DUST'COVER I I NEW IrX6 SIDING 1 ••' �2X6 KEY • J e ade.ad� ade..°d,Q ad•e ad. -••10•X22"GONG.FTC. `d_ d•a •' ...'"•' ." NEW I/2X6 SIDING— I 1/2X6 SIDING_ \ �� .e COMPACTED GRANULAR• 1 `dn•`dc• 1 NEW TYP. N5/rX6- TYP. IX5/UC6— _ I r—CNR.BRDS.: I CNR.BIRDS._— TYP. IXS/IX(. CNR. BRDS, Fpo ING FOOTING DETAILS REAR ELEVATION LEFT ELEVATION FRONT ELEVATION 8" BLOCK WALL NEW FOUNDATION BLOCK WALLS 1• NEW EXTERIOR WALLS ' 1 LATERAL NEW INTERIOR WALLS ' TYP.ANCHOR BOLT AND UPLIFT '• 'e. 'o. '°. •°. '°. 'e. SIDING g'x3'xv4'PLATE WASHER EXISTING FOUNDATION WALLS r TYP.5PACING SHEAR EXISTING WALLS W 2 TYvEK OR EQUAL 2X6 PT PLATE d d' ' 112"SHEATHING d) EXISTING .. n e4 If MASTER I •�' LL BEDROOM < •s ° add. •d b. ! IL ;m 'U - .°d•e .°C�• .°O�e- doe .,°C�e I � _Z •e Z o . >. • a�. a ".d<•.° D b'-0° W ID'-0" SHINGLE STARTER ° •°• ° a ° •e d•e .°Oe da 11°Ce d•�d,° __ ----------_----------.___ O COARSE 0e d• d•° . 2X6 P.T.SILL 6•-tr F=M END o . .� ° a < <• ° •e Hr SILL SEALER d.e OF PLATE.. .a °d.° �d.• - --------------- -- W . `Q NEU I[I Will I r-e OPTIONAL 2-•5 ROD CRAWL ,O Q TOP RING 2°CLEAR �d° ' •ad'°•° O SPACE '`_4 pY 0 O; 14;d , EXISTING a, U= OF W.I.G. EXISTING 5/B'XI7/ANCHOR ` Q' �• BOLTS c6Hc ®' x °d•a °d•o °d•• Q• BASEMENT n rnuL W.I.C. ° n < a •' v ; ; J_ - NEW `Ca 0• 10•-0" Tl'P, ANCHOR BOLT SPACING -0• EXISTING SILL SILL DETAILS A --------' ; ; BATH "1 _ EXISTING t NEW _--__:_ _ EXISTING 4 NEW FOUNDATION PLAN FIRST FLOOR PLAN KENDALL WELCH 110 SEAPEUIT ROAD I PROPOSED EXTENSION OF EXISTING REVISION DRAWN BY PAGE SCALE 9I CONSTRUCTION CO. Q OSTERVILLE MA, n WALK-IN COLSET, [3-FC3 M I .l �4.>d d �8 Deslglns � � ail y�9E a•aemu�a a«xta nua�+a:ex RF�axer rav ea•o=uaere mrw ate z oreer a�axv arwsoler�>'mrr eP att ewxRtTe rmrwxss _ a au rer�rard eNaet E�rrBm enw rrawrao.E`fnFT e£PrK � •'..'• '• O .crcc eianar,cmcs arm a�mo°a>e�'s��aeaue ru•rwr ee wcLo�Ara�n� rwr ee nntmmrEn er ltreL eoa ernemara axo aa�nrAerE r�wesr erxu<iwsi mrt�v+a mew et�rwu.a� .I�III,, va ear ass ,mae'�.-ssa. 2 roue acre eoimnva,n ae raa n�eue cr»�•e aaauur<aoxur.eau^.rr�rrrx <+eeen�•s a•eoe�anerrrne vo;rrtr uarnr urw recce o� o°rw sec aim eusoues e�rsua 4P afar eaawraei.e nA meae �EXP00URE Z0 WIND 2X8 RAFTERS a I6"O.C. RIDGE VENT 1/2'PLY.SHEATHING I 2XIO RIDGE 15•ASPHALT PAPER -- — ASPHALT SHINGLES - �'o_APROX. I _ MATCH EXIST. I R3G WfI,1L I%]6TRPPPMG 3 Y!-0<LLBOPRO 1/2°WALLBOARD '^ Go 2X4.o 16"O.G. 3 R13 INSULATION _ m 1/2"PLY-SHEATHING 1 TYVEK WRAP OR EOUAL ` — — 3/4°T/G PLY. SIDING AI ` NLED I GLUE y I EXISTING — 19 INSUL. _ 3°GONG. I DUST COVER 1 i v lo ti CROSS SECTION (A) SHEAR �T WALL /O,WALL WITH OF FULL HEIGHT SHEATHING-4�_0_96 e 1-dS RATIO NAIL EDGE_iL"O.C.FIELD L22 O.G. SHEAR WALL I '•'` (SPEAR) REAR ELEVATION _ WALL WITH- Q _OF FULL HEIGHT SHEATHING=/eD% 1... •:+: o 1.29 RATIO NAIL EDGE,�°O.C.FIELD LA2 O.C. (SHEAR) LEFT ELEVATION BLOCK FIRST TW �_...,.,..•..•. I SPACED AT A M 48"O-C. SHEAR SHEAR L15LAFTE WALL WALL 10'-O" TYP.BLOCKING /O,WALL WITH_�OF FULL HEIGHT SHEATHING = % ABOVE 70P PL o LFRATIO NAIL EDGE�°O.C.FIELD L2 °O.C. ASPHALT ROOFING (SHEAR) FRONT ELEVATION 15•ASPHALT PAPER . '-"'--'----• I/T°SHEATHING SECOND FLOOR TYP.H5 TIES BLOCK FIRST TWO BAY5 DRIP EDGE 5PACED AT A MAXIMUM 5"GUTTER 48"O.G. I FACIA _ I •:IX SOFFIT ' V� _ __ 2-1/4'VENT : p : TYP.2X6 PT SILL B - 4'BED MLDG. 34 FIRST FLOOR NOTCH FRIEZE TYP_RIM 2X8'e a I6'O.C. _ JOIST TO RECEIVE SIDING. Ty`Jv n B p BLOCK FIRST TWO BAY5 � SPACED AT A MAXIMUM .'/ryryt = 2XIO RIDGE 48°O.C. �+ Ej/ 2X8'e o 16'O.C. R9 JOIST EAVE .- •:.:. is "► EAVE DETAILS FLOOR' ROOF FIGURE 20. RIDGE CsE BRACE FRAMINGFRAMING PLAN. :__- _ PLAN FIGURE S. FLOOR E RAFTER BRACING KENDALL 3 WELCH a 1-10 SEAFEUIT ROAD IgI PROPOSED EXTENSION OF EXISTINGDATE REVISION DRAWN BY CONSTRUCTION CO. 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RED CEDARP. PROOFING GSA v EXISTINCBTYP. iX8/1X3 OVED. " RAKE BRDS.V V V♦ ♦ - vn )- V A > VA > vA ' vA > YA >- —'tA" '(A" '(A" '(A" 'tA" '(A" 3" GONG. DUST COVERY V Y1/2X6 SIDING � � / \♦ rA V"�'I V"�> V"2XV KE1' V A,> A • 4 e 4 , 4 ° 4 e , 4 A v ` v `A" v ` v `A" v v v ^ v " `o D'4 4'0 D'n D'o 4 Y 10"X22" CONG.0 FTC."" 4 4 -" ' " ' " ' " ' " ' " ' " ' NEW 1/2X6 SIDING i/2X6 SIDING Y Y Y V V V V Y }�Y �V t�.� !Y Y Y V A - V.A ' V A - V A - V A ' V A ' D' D D A D D V A " COMPACTED G4RANULAR''^ LLLJ (A" lA" lA" lA" tA" to ° 4 ° 4 ° 4 � tA` to to to to to V V V Y V 1^ • 4'0 • 1614 V V V V V V " ' " ' " " ♦ " - " " " " " " " TYP. 1X51IX6- TYP, IX51IX6 " ' " ' " ' " ' " A " ' " A " � " A " A ' GNR. BRDS. = GNR. BRDS. A" (A ( (A t o t o t o (A t o (A t t o Y L A Y Y V Y V Y V Y o Y YtA Y Y A >- V A >- V A >' V A >- Y A >- V A >- v A >- V A >- V A >- V A >' t A" t A" t A" t A" t A" t GNR• BRDS. Y Y v V V Y Y V y ♦ V A I V A ♦ V A '. V A - Y A - v > > > > D FOOTING FOOTING DETAILS— FREAK ELEVATION. LEFT ELEVATION- FRONT ELEVATION s" 15LOCK WALL ........I -.. I o 1 . 1 C , 1 1 1 NEW EXTERIOR WALLS NEW FOUNDATION BLOCK WALLS 1 1 1 v I o 1 1 LATERAL a a 4 a C 4 4' NEW INTERIOR WALLS TYP, ANCHOR ISOLT AND UPLIFT , a o a'o D'a a'n a,� ' v SIDING 3"x3"x1t4" PLATE WASHER EXISTING FOUNDATION WALLS � 4 I I TYP. SPACING•: L � SHEAR EXISTING WALLS ttu P•'�.SI I . 1 1 1 TYVEK OR EQUAL P 2X6 PT PLATE o D` � � o � � 1/2 SHEATHING d O EXISTING ° Qde d°II 0 ill MIN MASTER ° 04. % u• p 'p . A Q> > ° 14 ------ I i 4 ; BEDROOM deb d° eb dea P 4` ° 4'0 , �f/ I , I •,,, n D'n D' a 1'0 4`0� p Apo ., 4'0 'a ° } Z .e >• D D A D I D �e�• D P. �° 4 d ° P D I n SHINGLE STARTER de ' 4 0° n 4 d° �, << ° 4 ' . ' 4 d,41a 4 de o 10-O I 10'-0'1 COARSE a 4% 4` D'o a 4% 4`0 4`0 n4% 4'n4 0 •- ------------------------- -� 4 D D D u o D D D D P- D P- D D• D 2X6 P.T. SILL d ° d 6 -12 FROM END ° ° o ° d ° o ° o ° i - ----- e . e e a e e V 4 D,o OF PLATES o < 4 4,0 4 410 4 4,0 °41 - - i r------------------'I ° 1 11 SILL SEALER o , , y - ` °° 1p NEW U c : U 7-a A D O D O D A. D D D D P D P A d ° d ° d ° d d d ° ° i_ OPTIONAL 2-1'5 ROD '7 ° 4 0 , 4 . 4 •< • 4 . 4 4 . ` o I 1 CRAWL TOP RING 2" CLEAR. 4'0 , . , . , , ' 'n 4'n _ I I , �q 1 t t . , D D co D A D O �; SPACE _ } t Q Q -, � EXTENSION 11 ' A - e 4 d° q < o° 0 4 d° ° _ o`° O t�t V OF W.I.C. EXISTING 5/8 Xfvl ANCHOR a a n o 4 a 1 I a TQ I t I EXISTING C>w1 BOLTS ° 4'0 4'0 4' _ c6uc. I _O Q BASEMENT X VAULTED W.I.G. P A co - - P A P I 1 DUST OVER I x 1 1 , ° d° ° ° ° d° ° 1 I .r,,/J N 1 Q 4 4 4 •d I NEW I A31 A cD 1 �c •� , 1 d r Y— -------------I__ 1 D ° ' 5'-011 51-011 IO-O" ' BILL TYR. ANCHOR" E:03" OLT 8row_'o%AC: 1NG � o � BATH EXISTING ��' SILL DETAILS A _ i 1 1 1 1 ° 1 -------------- 1 4 I EXISTING 4 NEB EXISTING 4 NEW - 6------------------ FOUNDATION PLAN- FIRST FLOOR PLAN WELCH110 SEAPEUIT ROAD PROPOSED EXTENSION OF EXISTING DATE REVISION DRAWN BY PAGE SCALE 1 KENDALL WELCH ✓� ��'S j l�:3 OSTERV ILLS MA. WALK—IN COLSET, 3-Z�J"-O9 '�` � � +r -�... OF -�- 114"SILO" � CONSTRUCTION CO. , 7 , . s Io 11 17 13 w ro I& PURCf"W OF ZW 4W1NGB LEAVES FOWA"ER RESPONS/BLE FOR COMPLIANCE 9/iN,ALL eV EXACT SIZE AND REINFORCEMENT OF,ALL CONCRETE FOOT/NGS W ALL FOOTINGS 694U EMND ABLOW FRABME VISIR Y DEPTM. � P.O.O. BOX 988 (506>494-9534 LOCAL BUILDING CODES AND ORDINAAcw. .a DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED Zr LOCAL SOIL CONOMONS AND ACCEPTABLE eW YER/FY STRIACTURAL ELEMENTS FOR DESIGN t SIZE P P.O. BARNST.4BLE M.�{ O?66B FOR SITE CONDITIONS OR FOR NE USE OF THESE DRAWN"D ING CONSTRUCTION. PRACTICES OF CONSMICT/Ol1L YER/FY DESIGN llIlTN LOCAL ENGINEER, UIITN LOCAL ENGINEER AND BUILD/Ad OFFICIALS. AWC GUIDE TO WOOD CONSTRUCTION iN HIGH WIND AREAS 110 MPH WIND ZONE MASSACHUSETTS CHECKLIST FOR COMPLiANCE ( 180 CMR 5301,11,1) � CHECK COMPLIANCE MPM EXPOSURE Cl 1.1 SCOPE WIND SPEED (3-SEC. GUST) --------------------------------------------------------------------------- 110 MPH wlhfD ZONE WINDEXPOSURE CATEGORY-------------------------------------------------------------------------------8 1.2 APPLICABILITY NUMBER OF STORIES (A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF ._STORIES < STORIES JOiNT DESCRIPTION COMMON NUMBER OF NAIL SPACING ROOF PITCH---------------------------------------- (FIG 2) ------------------------------------ !� < 12:12 \ NAILS BOX NAILS MEAN ROOF HEIGHT ------------------------------- (FIG 2) -----------------------------------�s°}�-?FT < 33' BUILDING WIDTH, W----------------------------------- (FIG 3) ------------------------------------ 9 r < 80' TYP, FIELD NAIL SPACING ROOF FRAMING BUILDING LENGTH, L --------------------------------- (FIG 3) ------------------------------------ 10 FT < 90' 8d COMMON * 6" O.C. BLOCKING TO RAFTERS (TOE-NAILED) 2-8d 2-i0d EACH END BUILDING ASPECT RATIO (L/W) ----------------------- (FIG 4) ------------------------------------ IS' < 3:1 "y "y RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END NOMINAL HEIGHT OF TALLEST OPENINd --------------- (FIG 4) ------------------------------------- < 6' 8" TYP. 11/16' WOOD y `" " - ^'', WALL FRAMING ^ 1.3 FRAMING CONNECTIONS STRUCTURAL PANELS ,>, ^, -*, ^ c c" �^,> ^,> TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d 1 5-6d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS_._. (TABLE 2)___________________________________________- `, Y y `. "• "A " " ; y `^ y STUD TO STUD (FACE-NAILED) 2-16d 2-trod 24" O.C. > " ' -t ' ' HEADER TO HEADER (FACE-NAILED) 166 trod iro" O.G. ALONG EDGES 2.1 FOUNDATION '"V `" '`"V " " ' "^''- y y FLOOR FRAMING '� , V A , Y A ; 11 •' V n,>, V 11 �, V","may t FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 IL '�^ '�^V ',^ • t" y t^ 1, t" JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-I0d PER JOIST CONCRETE --------------------------------------------------------------------------------------------- � . `` y y , , " , " , TYP. EDGE NAIL SPACING V^ >' �^,>' n,�V ^,> " > - BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END CONCRETE MASONRY_____________________________________________________________________________ BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3_I( 4-trod EACH BLOCK ------ (8d COMMON roll O.C.) �<^ ` V, LEDGER 2.2 ANCHORAGE TO FOUND,4T101�'3 '=* - Yy - Y~ ' LEDGER STRIP TO BEAM OR GIRDER (FACE-NAILED) 3-16d 4-16d EACH JOIST ' �� �� ",' ^,> JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-iOd PER JOIST 5/8" ANCHOR BOLTS IMBEDDED OR 5/8" PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE iN CONCRETE ONLY' RAFTER CONNECTIONS y `" BAND JOIST TO JOIST (END-NAILED) 3-16d 4-trod PER JOIST BOLT SPACING-GENERAL -_______________________. (TABLE 4) ----________---___-__________-_ _- �.� IN�� y/ NON- TYP, H1 TIES "" BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 3-16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE--------- (FIG 5) --------------------------------- iN. < 6 -12 -- SOLT EMBEDMENT-CONCRETE--------------------- (FIG 5) ------------------------------------ IN. > 1" LOADSEARING --;.� " • ROOF SHEATHING BOLT EMBEDMENT-MASONRY---------------------- (FIG 5) -----------------------------------t'5— IN. > 15" STUD HEIGHT ,> " >, • UPLIFT � � WOOD STRUCTURAL PANELS PLATE WASHER - __--_--____ _____- (FIG 5) -___________________________________- > 3"X3"Xl/4" y `" y `" • LOADSEARiNG RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d lOd roll EDGE / 6" FIELD -------------- MAX. WALL n • "" > " • "" >` STUD HEIGHT RAFTERS OR TRUSSES SPACED OVER 16" O.G. 8d lOd 4" EDGE / 4" FIELD HEGHT 20' A3.1 FLOORS / �<"� �c"V c"" �c" GABLE ENDWALL RAKE OR RAKE TRUSS 8d lOd roll EDGE / roll FIELD FLOOR FRAMING MEMBER SPANS CHECKED----------- (PER 180 CMR 55.00)---------------------------------- " �• "n ,• "" �• . WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION. MAX.--------------- (FIG b) -_--___-------------__------_-------- FT < 12' - • - MAX. WALL GABLE ENOWALL RAKE OR RAKE TRUSS 8d lOd roll EDGE / roll FIELD • " HEIGHT 10' FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2' FROM EXTERIOR WALL (FIG 6)__________________________. - �. Y A >, Y^ �. " , V^ , W/STRUCTURAL OUTLOOKERS MAXIMUM FLOOR JOIST SETBACKS „ A � � � �' .> GABLE ENOWALL RAKE OR RAKE TRUSS 8d iOd 4" EDGE / 4" FIELD SUPPORTING LOADISEAR ING WALLS OR SHEARWALL . (FiG 1)_____________________________________ FT < d N�A' `, Y y •, "V `, " . , "y `, W/LOOKOUT BLOCKS " ' " ' ^ ' ' " ' CEILING SHEATHING MAXIMUM CANTILEVERED FLOOR JOIST � � � - SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 8)-____-----_ `" `" `" `^ `" • " ED- ll GE / 10" FIE1..D FLOOR BRACING AT ENDWALLS----------------------- (FiG 9) ---------------------------------------- --- �'' "V n " ", V ^�' V ` ^I' GYPSUM WALLBOARD 5d COOLERS 'i FLOOR SHEATHING TYPE-----------------------------(PER 180 GMR 55.00) --------------------------------- `' `; `' Y° `" WALL SHE ----- FLOOR SHEATHING THICKNESS------------------------(PER. 180 CMR 55.00)-------------------------- IN. ^ - ^ • y "I " > - "'' WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING-______________________-(TABLE 2)�d NAILS AT EDGE/ i IN FIELD `" ``" `" y Yy Yy " Yy STUDS SPACED UP TO 24" O.G. ad iOd roll EDGE / 12" FIELD > ^ > " > " ' " > _ i/2" AND 25/32" FIBERBOARD PANELS 8d - 3" EDGE / roll FIELD 4.1 WALLS , , "V V • V y, "V `^V y `" 1/2" GYPSUM WALLBOARD 5d COOLERS - I" EDGE / 10" FIELD WALL HEIGHT n ,' Y n ,' "n ,' Y V n , _ ' • '= v , LOADSEARING WALLS---------------------------. (FIG 10 AND TABLE 5) _______________ ___-- r T < lO' t" <" t^ t^ �" FLOOR SHEATHING NON-LOADSEARING WALLS------------------------ (FIG 10 AND TABLE 5) .-__---_-_____________ T < 20' LATERAL y • Y" • Y° • Y y • y WOOD STRUCTURAL PANELS WALL STUD SPACING--------------------------------- (FIG 10 AND TABLE 5) -------------------- < 24 O.C. V A A V > 1" OR LESS 8d iOd 6" EDGE / 12" FiELD WALL STORY OFFSETS ------------------------------- (FIG 1 t 8)----------------------------------- Ft < d ° - YV , GREATER THAN I" lOd loci 6" EDGE / 6" FIELD V n t^ 4.2 EXTERIOR WALLS3 ' y TYP. HORIZONTAL DOUBLE TABLE 2, t..�ENE�f-�� NAILING SCHEDULE. WALL STUDS , V ^ ' LOADBEARiNG WALLS -----------------------------(TABLE 5) ---__ -` " > "" > "" > NAIL EDGE (STAGGERED NAIL _____________________- ZX�- F i�IN SHE ^, "V y,•�—� " . PATTERN 86 COMMON °1 3" O.G. NON-LOADSEARING WALLS------------------------ (TABLE 5) --------------------------- 2X�-.2F IN �— GABLE END WALL BRACING / , FULL HEIGHT ENOWALL STUDS---------------------- (FIG 10) ---------------------------------------------- ,`"V" ,• `^ �" `" •�— �- � � YA >- Y'•�- YA - TYP. 1/16" WOOD STRUCTURAL ,. WSP ATTIC FLOOR LENGTH------------------------- (FIG 11)------------------------------------ FT > W/3 V V ' V VERTICAL PANEL SHEATHING GYPSUM CEILING LENGTH (IF WSP NOT USED)--_-__. (FIG 11)___ FT > 0,9W • `"V ,`^ ` " Milli V y y ' • 1'�I WI AND 2X4 CONTINUOUS LATERAL BRACE s 6 FT. O.G. (FIG 11)--------------------------------------------- V y V ' OR IX3 CEILING FURRING STRIPS troll SPACING MiN. WiTH 2X4 BLOCKING a 4 Ft, SPACING IN ENM--__-___-_- `" `" " `" `^ TYP. VERTICAL EDGE NAiL • V V y JOIST OR TRUSS SAYS--------------------------------------------------------------------------------- V " - SPACING (8d COMMON DOUBLE TOP PLATE • l"v V ;""y t"V .l•V D • O.C.) ' DOUBLE TOP PLATE SPLICE LENGTH ---------------------------------(FIG 13 AND TABLE 6)--------------------------- — FT >" ^,>" "" ' V ,> ^,>' Pill SPLICE CONNECTION (NO. OF ibd COMMON NAILS) (TABLE .6)------------------- — " `" `" `" • ------------------- y" y y TYP. FIELD NAIL SPACING LOADSEARING WALL CONNECTIONS n V . V � V � V 8d COMMON a O.C. LATERAL (NO. OF 160 COMMON NAILS)----------- (TABLE 1)--------------------------------------- Y `" ^ "y NON-LOADSEARING WALL CONNECTIONS • >� " "" >� LATERAL (NO. OF trod COMMON NAILS)------- ---- (TABLE 8) -------------------------------------- �— 1t t^v DOUBLE HEADER • V y LOAD SEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE�9) Y ' VA >' HEADER SPANS--------------------------------- (TABLE 9) -----------------------------�-FT -_I-JN, < il' '' . • SiLL PLATE SPANS------------------------------ (TABLE 9) ------------------------------�FT _'�IN. < 11' VA" •= FULL HEIGHT STUDS (NO. OF STUDS)---------_ ° °' FULL ----- (TABLE 9) --------------------------------------- —�-- D < > y `" D D HEIGHT NON-LOAD SEARING WALL OPENINGS (RECORD LARGEST OPENING SUT CHECK ALL OPENINGS FOR COMPLIANCE TO T� LE 9) ° e o o �" �~_ ^ ,' : ® > o STUD HEADER SPANS --------------------------------(TABLE 9) ---------------------------- N. < 12' /"� ° °% ` ° ° , SILL PLATE SPANS ------------------------------(TABLE 9) ---------------------------------FT IN. < 12 D D ,rD. n - •roll D D D JACK STUD FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9)--------------------------------------- l e e U o .1A REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEQUSL+ o° ° o° ° a ° MINIMUM ,o D,o D,o -- �. D.o 4� HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW SILL PLATE MINIMUM BUILDING DIMENSION, W D D D < a > > D D D (FT.) SIZE FULL-HEIGHT (L8.) (LB.) NOMINAL HEIGHT OF TALLEST OPENIN&-------------------------------------------------------- < 6'a" o : o ' N o n A ' STUDS SHEATHING TYPE-------------------------------- (NOTE 4) __________-- ° 24" O.C. MAX, ° a a 24" O.C. MAX. ° --------------------------- O o n D n o . 16. STUD SPACING 1 STUD SPACING , 'll , . N , . 2 2-2X4 1 211 132 EDGE NAIL SPACING.---------------------------(TABLE 10 OR NOTE 4 IF LESS) ----------_-____-- IN. Q a2 Q , - , b D b �� D D ih D . ---- ---- ----- ----- ---- ----- ----------- FIELD NAIL SPACING-__________________________- (TABLE 10) ---------------_ -------__ IN, ° ° a °• ° ° °• ° ° °• 'u�. °• ° <°° ` „ a °° 4 °° a °° 31 2-2X4 2 41(o 198 SHEAR CONNECTION (NO. OF trod COMMON NAILS) (TABLE 10)------------------------------------- , D o D o D o D o 4 9 0 D'n D 4 D' - PERCENT FULL-HEIGHT SHEATHING.---------------- (TABLE 10) ------------------------------------ go D 'b' D 'b' D D A> 'D. D D 4` 2-2X4 2 554 264 5% ADDITIONAL SHEATHING FOR WALL WiTH OPENING > b 8 l DESIGN CONCEPTS) _______________________ ° ° °° ° ° °° 4 a °• ° 5` 2-2X4 3 (0153 330 MAXIMUM BUILDING DIMENSION, L ^'� D,o D'a A D.o D , 6 2-2X6 3 831 396 --- --,------------------------------------------------------ NOMiNAL HEIGHT OF TALLEST OPENING 2 _____ ______ - < 6'8" " ^ •=�' •=fit'' ' :�'' .X ------------------------------------- 1 SHEATHING TYPE-------------------------------- (NOTE 4) --------------------------------------- -- 2a -i 2-2X8 3 970 462 ° • ° . Ir ° 4 4 a 4 Ie d ° U a 4 it EDGE NAIL SPACING---------------------------. (TABLE It OR NOTE 4 IF LESS)--------------____-- IN. a M,�X11'�iU1"I WALL STUD HEIGHT STUD SPACING " D'o D a . '� D Q D 4 D '� . D'o D'o . '� D'o D'4 D'ii. . 8 2-2X12 3 1,108 528 m 1 . 0 u FIELD NAIL SPACING----------__ -- (TABLE 11) -------------------------------------- IN. D '�' D D Al D D ' u 'b' D qi D 'b D 'D' , SHEAR CONNECTION (NO. OF trod COMMON NAILS ) (TABLE 11)--------------------------------------- RAFTER CONNECTION �� � �� SHEATHING 9 3-2X10 3 1,24'i 594 0• ° 4 < � 4 0, ° 4 0° 4,o• 4 0° ° 4 , o, 4 o° 4,o, 4 0° a 4 °,•� PERCENT FULL-HEIGHT SHEATHING (TABLE 11) -------------------------------------- i�l 10` 3-2X12 4 1,38r✓' 660 0 U'o D10 D10 . 4% t�•" AI^ n,. A_, 6% . D o 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > ro'S" (DESIGN CONCEPTS)---------------------- • ' - ' TYP. ANCHOR BOLTS AND ' I . co,D Q t b e D D o D co o D D o D II 11 11 e D IN" o D co WALL CLADDING -- Ill 4-2X10 4 1,524 126 °, . 4 0° a °, 4 °, 4 °° . 4 3 X3 XI/4 PLATE WASHER , 4 °° 4 0 RATED FOR WIND SPEED?.-------------------------------------------------------------------- o D o D o Dm Dm D o D o D o D o D D o D ---------- TABLE WALL OPENINGS - HEADERS ' • ' - ' • ' . ' • ' � ' • ' �! D D b D D D D D D D b D b D D D D D D D D D 5,i ROOFS °• n 4 °• n 4 °°n 4 a 4 0• c 4 °° n 4 n 4 °° n 4 °• n 4 °° n 4 °° �- IN LODBE�fi�ING U�f-4�L5 D D D D D D a D D D ROOF FRAMING MEMBER SPANS GHECKE07 (FOR RAFTERS USE AWC SPAN TOOL, SEE SSRS WESSiTE) ROOF OVERHANG ----------------------------------- (FIGURE IS)--------------AFT < SMALLER OF 2' OR L/3 TRUSS OR RAFTER CONNECTIONS At LOADSEARING WALLS ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° NOTES: Da Dm Do D% Do 0n Do Do D% D vA PROPRIETARY CONNECTORS Al i. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY, EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2, TO COMPLY WITH THE ' • ' • ' • ' • ' ' - D ' D D D A D D D D b D b D b D D D D UPLIFT.______________________________________- (TABLE 12) --______________----_____--________-U-_PLF REQUIREMENTS OF 180 CMR 5301,2.1.1 ITEM 1. IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL------------------------------------ ------------------------------------L-_JPLF AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE: SHEAR--------------------------------------- (TABLE 12) ------------ --------S--PLF ---------------- A: STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 13)-------------------------------To PLF N S: 20 GAGE STRAPS PER FIGURE 11 GABLE RAKE QUTLOOKER---------------------------- (FIGURE 20) --_____--__-_—0 Ft < SMALLER OF 2' OR L/2 C: UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS At NON-LOADSEARING WALLS D: ALL STRAPS PER FIGURE 11 PROPRIETARY CONNECTORS E: CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE lab UPLIFT._____________________________________- (TABLE 14)-___----_-__-____------_-_---______.U-_j_B, 2. EXCEPTION: OPENING HEIGHT OF UP TO 8 FT. SHALL BE PERMITTED WHEN 5% IS ADDED t0 THE PERCENT FULL-HEIGHT SHEATHING '-t LATERAL (NO. OF trod COMMON NAiLS) ________. (TABLE 14)___________________________________.L-__LM, REQUIREMENTS SHOWN iN TABLES 10 AND 11, FIGURE 1 i. STUDS AND HEADERS ROOF SHEATHING TYPE .____________________________- (PER 160 CMR 58.00 AND 59,00).--_-__ _ 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2" IN. NOMINAL THICKNESS PRESSURE TREATED 02-GRADE. ROOF SHEATHING THICKNESS ------------------------------------------------------------ - t- IN. > 1/16" WSP 4 A. FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO, DETERMINE PERCENT FULL-HEIGHT ROOF SHEATHING FASTENING.------------------------ (TABLE 2) ------------__ ---- W OPENINGS S ------------- --------- SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND U1�4LL OPENINGS fGEND,�LL. � WELCHw 110 SEA�='EDIT ROAD PROPOSED EXTENSION OF EXISTiNG DATE REVISION DRAWN BY Pp_ SC_ALE, , OSTERV iLLE MA. Q WALK-IN COLSET, 3-25-OS # 1 •�•' CONSTRUCTION CO. � I Pt D 10 It 13 I! 4{7 4 ! ° � ! ! 1! M Amy �U eV *CHABE OF DRAli/INGB LEAVES PMCN4.5M RE8PON8/"FOR COMPLIANCE IU/TN ALL W EXACT 3/ZE,AND REINFORCEMENT OF,444 CONCRETE FUMIN" W,ALL FOOTINGS 8N,4LL EXTEND,6a0 /FR08TL/NE VBW/FY DOWN. ( /=; 2 Box?B5 130BJ 494-9534 LOCAL BUILDING CODES AND ORD/NAA� .6 DESIGNS MAY NOT BE HELD RI5A-0t 0iX MUST BE DErM111NED®Y LOCAL 90/L CONDITIONS AND ACC.EPrABLE M.) VERIFY STRLICmeAL ELEMENTS FOR DESIGN!6/,WueoT�gRNgT,48L,E MA. O?6iB FOR 8/TE CONDITIONS OR FOR THE USE OF THESE DRAM("DIVING CONSTRUCTION. P ,4Cr10ES OF CONSTRUCT/OM VERIFY DEB/GN VIM LOCAL ENGINEER, WI N LOCAL ENGINEER ANO BUILDING OFFICIALS. 110 MPH URE W/A 00 ZONE 2X8 RAFTERS 0 16" O.C. RIDGE VENT 1/2" PLY. SHEATHING 2XIO RIDGE 150 ASPHALT PAPER —: - — ASPHALT SHINGLES —- -— 2X to APROX. �--- � MATCH EXIST. x8 e3 G.J. � ltio O. —- - — R30 INSUL. IX3 STRAPPING 3 I/2" WALLBOARD 1/2" WALLBOARD c� W.I.G. 2X4's 16" O.C. Or VAULTED R13 INSULATION 1/2" PLY. SHEATHING TYVEK WRAP OR EQUAL 3/411 T/G PLY. SIDING > NAILED 4 GLUE > > EXISTING — - - IS INSUL. ; = , ,3,1 GONG. �';� '' '',•• p ;d DUST COVER : , > ' •.I�,. —- -— Abe' ' �.v°. • ' ",i ",: ,>' > h I//rye—.�/7\/,\/• , ` , ' , , , " 6'-O" SHEAR CROSS SECTION (A) 10-O" WALL i s ; "i "i i i •i i O—WALL WITH OF FULL HEIGHT SHEATHING = t�_O % +� I RATIO NAIL EDGE " O.G. FIELD ° O.G. SHEAR WALL ; 05HEAR) REARO" ELEVATION WALL WITH __9.__0F FULL HEIGHT SHEATHING ice? S RATIO NAIL EDGE " O.C. FIELD L ' O.G. `y i (SHEAF) LEFT ELEVATION i BLOCK FIRST TWO BAYS SPACED AT A MAXIMUM 48" O.C. 31-ro" 31-6" SHEAR SHEAR WALL WALL fff RAFTERS 1 I1 1 1l II ,t 11 II 10-O TYP. BLOCKING 0 EACH BAY u �1 /O 'WALL WITH y L OF FULL HEIGHT SHEATHING = �90 ABOVE T T 11 , +� ��RATIO NAIL EDGE �" O.G. FIELD L1" O.C. OP PLAE '� ' „ II I1 �I 11 I 11 11 , 11 it II ASPHALT ROOFING 11 i � _.`--- _ (SHEAR) ONT ELEVATION 150 ASPHALT PAPER it I 1' 11 II '1 1/2" SHEATHING 11 SECOND FLOOR TYP. H5 TIES 1, II II ,I 1 11 1 „ 11 II It 1� I BLOCK FIRST TWO BAPS o DRIP EDGE 11 1 ii II II , it 1 1 11 II ,I , SPACED AT A MAXIMUM u 1 511 GUTTER II 1 I 11 II II m U it 48it O.G. II I , 1 11 it if---III I , I) II 11 11 1�� �� � " �� II II 11 11 III • IXS FACIA �a IX SOFFIT it 1 11 II 11 11 II II i i -• II II II I it 1 11 �1 11 II II II i ' �-�--x���-•._ c:�..-?_: _—"� 2-1/4" PENTIt 11 I II II 11 i . _•._- 1-3/4" BED MLDG. 0 TYP. 2X6 PT SILL�� z u - --- --- --- --- ---�--- ---FIRST FLOOR ;; ; 1 11 2x8 s 16 o.c. II --- `✓ �' ~� TYP. RIM ,I , 1 u _.�....- NOTCH FRIEZE 11 11 I 11 wu, !n 11 TO RECEIVE SIDING. JOIST BLOCK FIRST TWO BAYS r 2XIO RIDGE SPACED AT A MAXIMUM �" Q z `/ 1 1 Ii II II �(c = 48" O.C. O ' ' 11 r 11 I 11 lu 11 r sr F4 {1 0 �� , I 1 „ � II I' 1 n 11 ul 11 ��� VT•y 40 , 1 „ 1 II 1' if i 11 1�1 II I II fIl II 2X8's IP 16" O.C. I1 �,,,-.....•- K.:��_,', +-�_�--'"""'• 1 1 11 II it 1' 4 II II III 11 ' "" If c_.�MS••'».::.—.' G.=.-Y::'.._•'' , , II 11 II Ii Tr -- --- --- --- --- --- - ---M---µ---NI It it r•^---` _- 11 11 II 1, -- 1 II 11 IIl II ,I e 1 I 11 tl II 1, it ° >aL EAuE JOIST 1� 1 11 " ROOF 11 II ,I EAVE DETAILSFLOOK ,i I " " FIGURE 20, RIDGE E3RACE BASEMENT II II II ,1 ,, , „ tl 11 11 ,I it FRAMING.FRAMING 11 II PLAN PLAN 11 I 11 11 r--Ir---il---- FIGURE S. FLOOR 4 RAFTER BRACING KENDALL � WELCHw 1�'O SEAPEUIT ROAD � PROPOSED EXTENSION OF EXISTING DATE REVISION DRAWN BY PAGE SCALE OSTE 'YILLE MA. � WALK—Ill COL.SET. 3 25 09 # i CONSTRUCTION CO, � 1 , A . s , , a 10 11 0 3 4 ro Y Ll f(V PURC94M OF ZWW/NGO LEAVES PMCHAOER RM'O16/BLE FOR COMPLIANCE X/rk ALL (w EXACT 3/ZE AND RF/NFORcoffiNT OF ALL CONCRETE fOOT/NG8 W ALL AOMN68$MAU DCTFND BFLOW FROSM#W VORPY DZw7N. I P.O. BOX ma 15O0.)494-M34 LOCAL BUILDINO CODES AND ORDINANCE& Ag DESIONS MAY NOT BE HELP RESPONSIBLE hwT BE L e7seMINED er LOCAL SOIL COWMONS AND ACCEPTABLE (4) VERIFY STR=n RAL ELEMENTS FOR DES/GN$SIZE mar BARNST,4BLE MA. mo" FOR SITE CONDIT/ONO OR FOR THE L/SE OF TNAW DRAWINGS LIMING CO1V97RUCT/0& PRACTICES OP CONSTRUCTION. VERIFY DES/GN Wrk LOCAL ENG/N$R, IUITN LOCAL ENGINEER AND BUILDING OFFICIAL& O n Of II J J Li �� .►� SETTS ��. Q a0 j Q v Z 76- d0` c U cOn SEAPUIT RD �� �, 1 y �b J Q O LOCUS p �y µn v W N Q _ S�AEON ROAD S6 0=�O 20Q 0 O < 2 Q 036 ��a�� O J 01 FI- 29 Lij 96 IF L,C C LT.S MA P ASSESSORS DATA: MAP 95 PARCEL 25 ^q� ZONING DISTRICT: RF-1 OVERLAY DISTRICTS: ESTUARY Z.O.C., WP AND RPOD ZONING SETBACK REQUIREMENTS: FRONT-30' SIDE AND REAR-15' 0 z 0 0 VOL S REFERENCE CERT. - 168805 h' REFERENCE PLAN - L.C.5725-40 181, z FEMA DATA: ZONES "B" & "C" Mo' > FIRM PANEL: 250001 0018 D 17.5' "� W o 0-1 MAP REV. DATA: JULY 2, 1992 68' x 17.7' z x Qra� 6 ® o 17.5' 17.2' PLAN LEGEND x F+`P x �r x 17.2' SPOT ELEV. PROPOSED °'� 6S4 ADDITION ® AC UNIT CATCH BASIN SEPTIC AREA a '�,.. •'''. . PER TOWN AS-BUILT x t' ., ,. CARD z u1 17.2' ^,' un <v \ / L w N o� \ \/ Z O x 3 Z Q 17.4' �\� x O W =ry p 16.1' F- 07 w ` L Q J aO W > Q�P X H 0 ¢000 LOT 94 p'b M 96,705f S.F. o 0 �N O (n U Ld N Q O 91 o Q) - Ww \� 00 Q Dconn \� 16g2 W __- VE►AENT 12g4 w � Q N \� S7$ _ --"-� PA GRAPHIC SCALE >- � o 1 12.26 O Z 4 88.7j _ OF O A 30 0 15 30 60 120 O ~ �\\ R,10 __EpGE N00 R1M E�, 11 62 v 1 1 S� �P Z J ( IN FEET ) _ z U) O 1 inch = 30 ft. w < _ � a � C/) WW J W