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HomeMy WebLinkAbout0098 MARSTON AVENUE 9g l��Qrsa., Ave, i N' k" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0� _ Application Health Division Date Issued A Conservation Division 2N Application Fe Planning Dept. Permit'Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis 1 _ Project Street,Address Q it'SjoW Y! t F1Y, g F e'f 11WI-i 7 .: C > Villages = GVY1,261,A4C.F Owner W14 e. _19e>,91_! Address sf3�c Telephone 2 �r- 71t01-3 PX PermittRequest� !. 0 �`r �02 o C �� _4 r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project�V luluation`l/o woR .,o Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing vd/coal sve: 8Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:;Lp existin@�-❑ rtew size_ c� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Othdt: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# z y^gy. Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR�OME�OWN�ER) Name N1 L dr S. E® e- > Telep Number. S'p&- 7.7e- 7/013 Address ,�.e License# Y. Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO B11,*NSPt? ,4jd Ile 10 SIGNATl1Rf *- �J�� - DATE '�" � - F } FOR OFFICIAL USE ONLY APPLICATION# :. DATE ISSUED MAP/PARCEL NO. 6 P ' ADDRESS f ' '`' VILLAGE OWNER r - i DATE OF INSPECTION: 4 FOUNDATION FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH j ' FINAL A GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT f ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts 1 { Department of Industrial Accidents Office of Investigations 600 Washington Street �iH /f v i Boston,MA 02111 e l=` www.mass.gov%dia = Workers' Compensation Insurance Affidavit: Builders/C'Ontractors/Electricians/PIumbers Applicant Information Please Print Leeibly Nye usiness/Organizalio dividual): L Address: 78 /".es-;rmA/ �liE/✓��' City//Staite/Zip: 7^0 7 M - �Pbone #:' jd�?- Z -7/� Are you.an employer?Check the appropriate ox: T of e. - r-m,_ —. Type pro] ct(required):' 1.El I am a employer with I am a gener- on tractor and I l 6. 0 New construction employees(full and/or part-time).* . , ha ev I i d`ttie sub-contractors, 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7• 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. workers' comp. insurance, g. Ej Building addition [No workers' comp. insurance 5. ❑:We are a corporation and its required.] officers have exercised their 10•0 Electrical repairs or additions L3 EI I am a_horneowner doing all work right of exemption per MGL I].E] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required]J_ employees. [No workers' comp. insurance required.] 13.0 Other *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. #CDntractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. ]'am an employer that is providing workers'compensation ixsurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required:under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a--day against the violator.-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance.coverage verification. I do hereby certify under the pains and penaldes ofperjury that the information provided above is true and correct= Phone#: official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town CIerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other, N. 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, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.", MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C()states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)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 required to carry workers'compensation insurance. If an LLC or LLP does have U employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure thatrthe affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or gown)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would ae 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.Com monwealth of Massachusetts Department of Industrial Accidents G.f ice of Investigations 600 Washington Sheet Boston,MA G2111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Revised 5-26-05 Fax# 617-727-7749 www.m,am.gov/dia AIYC Guide to 1,Vood Constnictio:r in High Mud,,b-eas:,110 fup/c;iYi�jrl Zoncs Massachusetts Cheeldist foi- Coll pljaRce (780 C5411 5301 2.I.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................. ......... ........ ..... .............. ....... 110 mph Wind Exposure Category................................ :::...B Wind Exposure Category.•..............Engineering Required For Entire Project .......................................0 ' 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch (Fig 2} :..........`........ <12:12 ......................................................................... Mean Roof Height ..................................................... ........(Fig 2)..............................::................. .. . ft 533' Building Width, W ............................................. ,(Fig 3) .... ............ ._ft 5 so, Building Length, L . .. ..:...... (Fig 3) ................_-ft 5'80' Building Aspect Ratio (L/W) .......::...........................I..........(Fig 4) 5 3:1 ......................... Nominal Height of Tallest OpeningZ .....:.............................(Fig 4)........ ................................ .... 6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connection ... ..............(Table 2):... ..... . ......... . .. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 MR 5404.1 Concrete.............•........................:....... .................................. ..... ........ ............. .... ConcreteMasonry........................:.............. .....:...................... .... ..............................:................... ....... 2.2tANCHORAGE TO,FOUNDATION1,3 5/8"Anchor Bolts--imbedded or 5/8"Proprietary Mec anical chors as an alternative-In concrete only .:.(Table 4 ................................ • Bolt Spacing—general .....:...................:........ . . ).,.... ........ in.. Bolt Spacing from end/joint of platex............. .... .... .....(Fig 5).................................... in —<. 6"—12". Bolt Embedment—concrete.,.........:...........: ........... ...(Fig 5).......................I......................... in. >7" Bolt Embedment—masonry.:.............. • .......... ..... (Fig 5)............r............................... . in.>: 15" Plate Washer...............:... ig 5).................. :....: _3"x 3"x'/4" ..... .................... ..... • 3.1 FLOORS Floor framing member spans check :...:........... .........(per 7 CMR Chapter 55)... :........................... Maximum Floor Opening Dimensio ...................... ..'...:,.(Fig 6)..... .... .......:.. ... .... ........... ft 512' Full Height Wall Studs at Floor O eninBs less than 2'from Exterior Wa Fig 6).. ........ ........ Maximum Floor Jost Setbacks Supporting Loadbearing aIN or Shearwall.. .........(Fig.7) .. ...:........ ............................... ft s d Maximum Cantilevered Floor oists: Supporting Loadbearin Walls orShearwall... .......(Fig 8) ........................ ........................ ft s d Floor Bracing at Endwalls... .......................... '......... .........(Fig 9)...................... .......................................... Floor Sheathing Type ......... ......................... ...::....(per 780 CMR.Chapter 55)............ ............... Floor Sheathing Thickness ....................(per 780 CMR Chapter 55) _ in. Floor Sheathing Fastening............. ............................ .....(Table 2).._d nails at in edge! infield, 4.1 WALLS 1 Wall Height Loadbearing walls..................... ......... ............. .. ...(Fig 10 and Table 5).............................. ft s 10' ' Non-Loadbearing walls .....(Fig 10 and Table 5) .. .ft Wall Stud Spacing .......: (Fig 10 and Table 5).... . ... in.524".o,c. Wall Story Offsets .. . ................................(Figs 7&8). ........ :..... ................ ft s d r 4.2 EXTERIOR-WALLS Wood Studs Loadbearing walls ... .......... —........ .. (Table�) .... - ....2x— in: Non-Loadbearing walls.............. .:............................(Table 5)...... : .. .. ... ...2x -_ft_in: Gable End Wall Bracing . Full Height Endwall Studs.......... ..................... .........(Fig 10).. ......., ......... ... ...... ......... . . .......... ( WSP Attic Floor Length....:.:..:......... (Fig 11)........,................: ft zW/3 'Gypsurn Ceiling Len ihi if WSP not used (Fig 11 and.2,x 4 Continuous Lateral Brace.@ 6 ft. o.c... (Fig 11).............................................................. or 1 'x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ......... ..................... ...,........:,_:.(Fig 13 and Table 6)....... ;....... .... .. .., ft Splice Connection (no. of 16d common nails)..............(Table 6). .................... ......,........................ AF-VC GWde to TVood Constr'crcdorr`in Higk 1•lVtnd itr•ea,F: 110 tirph IYtird Zone " Massa chusetts .Checklist f6r Compliance (786 Cil,1R'5361.2.1.1 Loadbearing Wall Connections Lateral (no.of 16d common nails).......................:........(Tables 7).....................................I............... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table B)....................................................... Load Bearing Mall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)................I............ . ft in.s 11' SillPlate Spans ........................................................(Table 9)..................................—ft—in.s 11 Full Height Studs (no. of studs).......................:............(Table 9)......................................................... . Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).......... .. ft_in. 5 12' Sill Plate Spans...........................................................(Table 9)...�...:.......... ..—ft in. 5 12" ............._ Full Height Studs (no.of studs)....................................(Table 9).................................... .. ..... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'4 Minimum Building Di erasion, W Nominal Heig f Tallest opening Z ........�1... .............................. s 6'8" ................................... . Sheathing Type..... .................................:: .. note 4 — Edge Nail Spacing..... ..........................f. Table 10 or note 4 if less)........................ 'n. Field Nail Spacing. ....:......f.+1:........... Table 10 Shear Connection (no. of 1 d common nails)(Table 10)......................................................._ Percent Full-Height Sheathing..::..................(Table 10).................................................. % 5%Additional Sheathingrfor Wall with Opening> 6'8"(Design Concepts).............. .. Maximum Building Dimension, L. r' Nominal Height of Tallest,Opening2 <6'8" Sheathing Type... ..........................\...I. ....(note 4)....:........................................I....... Edge Nail Spacing...-..................................... . able 11 or note 4 If less)........................ in. FieldNail Spacing`........................................ le 11).................................................. in. Shear Connection (no. of 16d common nails)(Tab 11)........................................................ Percent Fu-Height Sheathing.......................(Table 1 ..... 5%Additional Sheathing for Wall with'Opening>> 6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?........................ 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) ' Roof Overhang ................................:..................(Figure 19) ............. ft s smaller of 2'or U3 , Truss or Rafter Connections at Loadbearnng Walls Proprietary.Connectors Uplift................................................(Table 12)......:.....................................U= pif Lateral.............................................(Table 12)..............................................L= plf Shear............................::.................(Table 12)............................................S= pif Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= pff Gable Rake Outlook er............................................(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) Roof Sheathing Thickness.....................................:.....'..................:.........................._In. >7/16'WSP Roof Sheathing Fastening...........................................:(Table 2).....................:1........... ................... otes: — 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 1Be and Figure 18b 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. The bottom sill plate In exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-9rade.. ' AI.VC Gclirle to H,00(1.C'or1,g1'1lction in Hi h 1,'indAi-e6s: .110 1.11ph 1•,VindZone MassaCIlilSettS ChCCIdisf f0f.CompliallCe(7S1] C1:1R _5301.2-1:I) 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nall 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 tad staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition-required if project is 1 mile or closer to shore (generally, south of Rte.28 or north of Rte. 6) b) vertical addition-not required unless there is'extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. -WHEN THIS EDGE RESTS ON FRAMING USESd NAi S AT6"o� Ir 11 - it t Q 11 II 11 11 11. 11 I t I IL 1/ II Y 1 I t F1 o x Il 1D 'i Il a. 1 I l 11 II I ° l I' d 11 Ir (g 1 ' 1 I I tbo n In a ; , ��'•II �I II o I� tl I 1 i i 1 FRAMING MEM8ER5 1 r 1 10 ' 1 EDGEEITERMEotATE an - �f ' 1 ` I 14 • rl '. - •,-tea ._ _ I�t.r - � 3"Mlt� DDLISLENAR; CkJG `------- STAGGEFIED i` NA L PATTERN PANEL PAtJEt— — � 1, II 1' v` PAh7Et EDGE � ROUBLE NAIL EDGE SPAC11C DETAL See DeWl on Next Page Detall Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment QFTHE lti a: P� o t t sTAHLE, " Town of Barnstable y Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry, CEO Building Commissioner 200 Main Street, Hyannis,MA 02601 f wwwtown.barnstable.ma.us - Office: 508-962-4038 Fax: 508-790-6230. A. Property Owner,Must Complete and Sign This Sec If Using A Bull I , as Owner of the subject'property hereby authorize to act on my behalf, in all matters relative to work uthorize by,this building perrivt application for: (Address of Job), r, Signature of Owner Date Print Naxhe --If=P-r-operty Owner is apptyingfor permit,rp(es_USompiete the-HomeownerszLicense Ezempt�on Form_on the rever-se-side. C:IUscrsldeco)IikVippDatalLoca[\MicrosoftlWindowslTcmporary lntcmct FiledContent.outlooktDDV87AA—^,EXPRFSS.doc Revised 072110 � Town of BarngtaWe ViE Regulatory Services tiixrtstAare Thomas F. Geiler, Director t63¢ % Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.t6wn.barnsta_ble.ma.us Office: 508-862-4039 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB. CATION: number street village 1C HOMEOWNER":" -A/ ie t-101-1 .j1 '1725'—714 3 name home Phone# work phone# CURRENT-MxlJN DDRESS: —'P—.-` AR dIr F7 city/town ' state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or.detached structures.accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall tie responsible for all such work performed under the building permit. (Section 109.I.1) The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations_' The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will.comply with-said procedures and requirements. • �Signaturc of Homeowner-­ 1 Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any hbm=wner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licrnsing•of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.- Many homeowners who use this exemption-are unaware that they are assuming the responsibilities of supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in scrious_problens,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fmrmtecrtifeation for use in your community. Q:forms:homccxcmpt r a April 23, 2012 To the Town of Barnstable, I, Nick Scioli, will be doing a portion of the work. I also will be hiring sub-contractors. At present, I have not hired anyone. When I do so, I will submit forms. f Sincerely, c s- ` `" -Nick Scioli Town of Barnstable Regulatory Services w anxxsTea , MA.S& Thomas F. Geiler,Director 1639 Building Division Thomas Perry, CBO. Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.b am stable.maxs Office: 508-862-4038 Fax: 508-790-6230 May 23, 2012 Mr. Nick Scioli 98 Marston Avenue Hyannisport, MA 02647 Re: 98 Marston Avenue Dear Mr. Scioli, On April 24, 2012 application was made to convert the area above a garage to, "office space/study.with a wet bar"at the above referenced property. Please be advised that the plan submitted constitutes a dwelling unit and therefore fails to comply with 780 CMR 8th Edition MA amendment R311.1 (two means of egress)and Zoning .Ordinance 240-11 A-1 (single family zone). A permit for this project cannot be issued at this time. If you feel aggrieved by this decision or have any questions,please contact this office. Sincerely,:: Paul Roma Local Inspector THE COMMONWEALTH OF MASSACHUSETTS m (� 0 ► BARNSTAB, E,IVIASSACHUSETTS .�� C� Certificate of Compliance- THIS IS TO CERTI that t e On-we e Se�sposalstem Constructed ( ) RepairedAbandoned( )by / � �; at "t N s has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Per it No. 2-goO— 2.3 dated . Installer k2,.: Gt �' SON Designer C6,t)..&LA C #bedrooms N 1A Approved design flow N Jk gpd The issuance of this permit s 11 n be c strue as a guarantee that the system will net rL s d i ed. Date Inspector 7 , -- ------ rn ; ---------- N/F h BUTLER „ry PROPOSED SEWER04 / PIPE DO a 4OO' t ' ^�. v, agea 2 .".� �"•ot t K} , HOC,' hti 9� T'°OLFI�ST 770 f` goPe obcp F��q ass�d.,s 87 nO/V o9 Qo _ off( Invert 95.14t Invert 95.67 Exist. Septic Tank 7 ®Existing Hole Og, a ° � h 2S SnN MAHER c ...... Np 98 CONC. BOUND 248' BENCH MARK--TOP EDGE CONC. FND. OFF h PIER @ DECK=97.97 ASSIGNED (® WHITE PAINT SPOT) 0 �,a• 2.0. N SgSSJ3. �^ V Av. SR 3S t O ' �Y CONC. BOUND I CERTIFY THAT THE LOCATIONS SHOWN ON THIS FND. & HELD PLAN WERE MEASURED IN THE FIELD ON 6/3/08. ASBUILT PLAN FOR " F"�S NICK N. & SUSAN B. SCIOLI R �ONA o LOT B, 98 MARSTON AVE., HYANNISPORT, MA a CAD N , IL N p #1060 #35779 JUKE 3, :2008 SCALE: 1 =30 so STERN �gNOSsv�'l°e RONALD J. CADILLAC, PLS, IRS, P.C. ANITpR�P SUR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN' P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 16 voi 4 464421 vfig. IN810! WA L �INbiDR WALL rrm��r� CARBON MONOXIDE ALARMS MUST BE INSTALLED PER �d S rlmf- t ir MASSACHUSETTS BUILDING CODE A 161f71,moo° US-do ED do SM KE DETECTORS REVI D iL. � $ARNSTABLE BUILDING© NG DEPT. DATE •' FIRE DEPARTMENT t BOTH SIGNATURES DATE ARE REQUIRED fOR P ERMITTIN _ VL RRXGll IW 442 U24 12 T1192142 WZ�R7 41-r @,mo• 5 4E NOTES JOB NO. B08-06 1. LOCUS IS A.M. 288, PARCEL 100. N/F SCIOLI.DWG 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1942. MELODY 4. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING 6't BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. Tt EXIT.; S 684g• ;•SHED SEPTIC NOTE: ASBUILTS DO NOT PLOT WELL. : 90,�), f TANK LOCATION FROM FIELD, LEACHING CONC. BOUND LOCATION FROM TITLE 5 PLAN, WHICH LOT B . FND. & HELD SHOWS FIRST FOUR FLOWFFUSORS AS EXISTING. 17971 0±S.1 , % K ' IZ BUTLER PROPOSED SEWER N PIPE 00 xx � c k Fou 401 F �q 1 0 9epN Invert 95.14t '1 5.67 Exist. Septic Tank *Existing Hole Q9. 3 ck ryo,� ti N/F oNc y y M AH ER 248' BENCH MARK--TOP EDGE CONC. CONC. BOUND FND. OFF y PIER ® DECK=97.97 ASSIGNED (0 WHITE PAINT SPOT) 240 / '/ rS Y T O 00 �! CONC. BOUND I CERTIFY THAT THE LOCATIONS SHOWN ON THIS FND. & HELD PLAN WERE MEASURED IN THE FIELD ON 6/3/08. ASBUILT PLAN FOR NOF S OF NICK N. & SUSAN B. SCIOLI LOT'8;-98-MARSTONW AVE; :HYANNISPORT, MA o JA E O JAMES a S CADILLAC cn CADILLAC JUNE 3, 2008 CALE: .1 =30 #1060 0 #35779 AGISTS ONAL J.P� lgNO SU '( PROFESSIONAL LAND SURVCADIEYOR & REGISTERED SANITARIAN NITAR P.O. BOX 258 WEST YARMOUTH. MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 �` THE COMMONWELT.1 OF MASSACHUSETTS ® 0 i� . BARNSTAB E,MASSACHUSETTS Certificate of Compliance a � THIS IS TO CERTI that. a On `e Se a�Disposal stem Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at (t- '( c j has been constructed in accordance with the provisions of Title.5 and the for Disposal System Construction Per it No. 2-00�" 2 ' dated Installer 12�. + +". 54,E Designer (74,06-LAt #bedrooms N 1A Approved design flow gpd The issuance of this permits Il n be c tru as a guarantee that the system will Date Inspector (� --------_-- ------.--- ———————— - - a I _ TOWN OF §ARNS11din 49 Application Ref: 200801251 sI= I Issue Date: 04/14/08 -P rm* 1639. Applicant: SCIOLI NICK N&SUSAI�l B '®TFp a '.. Permit Ntitaiber: B 20080686 Proposed Use: SINGLE FAMILY HOME Expiration Date: 10/13/08 Location 98 MARSTON AVENUT Zoning District RB Permit Type::RESIDENTIAL:ADDITION/ALTERATIO Map Parcel" 288100 Permit Fee$ 164.00 Contractor .PROPERTY OWNER Village HYANNIS . App Fee$ 50.00 License Num Est Construction Cost$ 40,000 Remarks APPROVED PLAN'S MUST BE RETAINED ON JOB AND DETATCHED GARAGE(UNHEATED)WITH STORAGE ABOVE THIS CA"MUST BE KEPT POSTED UNTIL FINAL TWO CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SCIOL{,NICK N 8i SLLSAN B. BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address:. . P O BOX 802 INSPECTION HAS BE N MADE. HYANNISPORT, MA 02647 Application Entered by: PR Building.Permit Issued.By: THIS PERMIT CONVEYS NQ RIGHT TO OCCUPY ANY STREET ALLY OR SIDEWALK OR°ANY PART TI2EREOF xEITHER TEMPORARILY OR PERMANEIv7 LY ENCROACHEh1ENTS ON PUBLIC F120PERTY NOT SI'ECIFICAL LY PERMI I'TED UNDER THE BLILDING CODE MUST BE APPROVED BYTHE JURISDICTION :STREET ORALLY-GRADES:AS WELL AS DEPTH AND LOCATION OF PUBLICpSEWERS MAC BE`;OBTATNED FROIVI THE DEPARTMENT OF PUBLICWORKS THE ISSUANCE OF THIS PERMIT DOES NO is RELEASE THE APPLICA*IT FROI1f THE COI�TDITIOAiS OF ANY APPL ICABLE SUBDIVISION RESTRICT[ONc MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL;BEFORE FIRST FLUE LINING IS-INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL,MEMBERS(READY,TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL;PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED.UNTIL THE INSPECTOR HAS APPROVED THE-VARIOUS STAGES'OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOH)IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OFF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. . PERSONS CONTRACTING WITH.UNREGISTERED CONTRACTORS.DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 tip edl Alt-) 3 ® 1 Heating Inspection pp ovals Engineering Dept 19, Fire Dept 2- Board of Health ~3 " EVE Town of Barnstable Regulatory Services BARNBTABLE, � Mass �, Thomas F. Geiler,Director .i639 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,NIA 02601 www.town.bamstable:maxs Office: 508-862-4038 Fax: 508-790-6230 May 23, 2012 Mr. Nick Scioli 98 Marston Avenue Hyannisport,MA 02647 Re: 98 Marston Avenue Dear Mr. Scioli, On April 24, 2012 application was made to convert the area above a.garage to, "office` space/study with a wet bar"`at the above referenced property. Please be advised that the plan submitted constitutes a dwelling unit and therefore fails to comply with 780 CMR 8th Edition MA amendment R311.1 (two means of egress) and Zoning Ordinance 240-11 A-1 (single family zone). A permit for this project cannot be issued at this time. , If you feel aggrieved by this,decision.or,have any questions,please contact this office. Sincerely, Paul Roma Local Inspector TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,.. .7,006 04 z51 Map : �r /0 0 Parcel _Application#' .r Health Division_ � ► — `��`� bate Issued': Conservation Division Application. ZOO. Tax Collector Permit Fee Treasurer' Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address &&2fP 72-;— �d�if/f1� Village .giffi�/1� Owner lV/«' S'C/A41 Address - 79 ^011Ps 7 oN Telephone b f 77 - 7/W-I-q V Zoe Permit Request er A? V- If q&i"157 u�< i s rP1?VgAF Square feet: lst floor:existing /eine proposed 2nd floor:existing 6q,o proposed a Total new Z� Zoning District Flood Plain Groundwater Overlay Project Valuation Q oe o�c Construction Type ' Lot Size /?71.0, G!� �1� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family.,' Two Family Multi-Family(#units) Age of Existing Structure 7.� Historic House: ❑Yes +o On Old King's Highway: ❑Yes ❑ No Basement Type: 'Full ❑Crawl. ❑Walkout ❑Other Basement Finished Areas .ft. Basement ''( q ) ,lT�,� Unfinished Area(sq.ft) �, -3,� Number of Baths: Full:existing new 0 Half:existing new 69 Number of Bedrooms: existing new D Total Room Count(not including baths):existing // new p First Floor Room Count Heat Type and Fuel: 9Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing / New_0 Existing wood/coal stove: ❑Yes .I�'No Detached garage:❑existing 14 new, size 42e Pool:❑existing ❑new size o Barn:❑existing ❑new size Attached garage:❑existing ❑new size 0 Shedexisting ❑new size Other: �- Zoning Board of Appeals Authorization ❑ Appeal# 'Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# -- Current Use - --- -J---- -� - - - Proposed Use Ee 7 7- 5127 BUILDER INFORMATION Name Zt/Ze, <Y S c-!o,4 i Telephone Number Address 99 mollPsrp<l Ail.--' License# l'y"o-v odd/z Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO fJ SIGNATURE�_ DATE�� w. _ 1 FOR OFFICIAL USE ONLY i= •APPLICATION# r d DATE ISSUED ; / MAP/PARCELNO. ADDRESS VILLAGE w , r OWNER a DATE OF INSPECTION: FOUNDATION FRAME nc- (�I3y1oS INSULATION 4" FIREPLACE ` ELECTRICAL: ROUGH FINAL c PLUMBING: ROUGH FINAL R. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. k . 's ` JOB t c_l C?� TAYLOR DESIGN ASSOC.,-INC. SHEET NO. ` OF P.O. Box 1313 FORESIDALE, MA 02644 CALCULATED BY�� 'T DATE TEL./FAX: (508) 790-4686 �N OF CHECKED BY- Z'm'1ti� �""�/Lr t-��p.(�y�1S� ALE - _... .._. ...... ... ... _..._ ...... :............:.... _. s I f S _ t- t S'tf c - ..... _....._ ._... - - - -._ . -` ------------------ 2 t -_37Z c ...._.--.'.._J _..__.. 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SHEET NO. OF Ilk P.O. Box 1313 FOREWDALE, MA 02644 CALCULATED BY �?�' DATE •�—l- TEL./FAX: (508) 790-4686 CHECKED BY DATE Rpn �J` J 7 SCALE .,....... z... i ........ ... ..... - __.__.._.._-_.... - - - - .. ---....: -- - ---- -... - . _-.. -- Z . u ....._:..... ..... . - _.. .... - - -- - .. - - - - - - - ....--- --- -- - --- - - - -- - - - - - z - ILL z.._.�- 4 z _. 7�.. _......_......_. .-.- ...._ .. -------- ...............__. .$ .. -- ... ...... _ - - .... __ . - -... - - ---- - _ ... z.3S ... ----------------.. ._... .... ...o ..... _.._ems.. ---------------- _. - - - - - - - _..._ ............----------- ... --- ---._ ...._ -...... _ .... - "" 2 s 4 t 4 ........:........ _. z� �f x ..... - / t . .�..�-�. -- -_....._..._._.. .._......_.v--__--._-__�. ..art_.._........ _.�......__-.-...__e..................fit,..._...__..._. .. _. - . - ............._............. ._.. --- - _ - -........:........._ ...... - - - - - ►s- .._..---_.....---°-__..-..�._._......._..__........_..._..--.�.._..._......._.._.�-coo..... ............... _._ - .. ... -t.cr..- - ----. �CQ._�._��-�.._._....... �t - -`----- - - - - . ....................... .. -- - ------_ ....._ - ._ - : t-� ... .__...... _.... - - _. _-- - --- - - - - - - .......: .....:_...._ ..:-.......r._._.._:-.... -- _ .... - - — -- - - / � _emu .._ Iry � _ _ .. _ ---- .- ...... ....:..... :_ _ � .' . . - AWCG�i��&m ��»�d �m ��nd'�x�ws- 110u Wind Zone x.���x��c��� u���^ ' u��� ,`�-'- MassachKDsettm Checklist for Co00plim8Dce(78 CMR 5301.2.1.1)/ ^"""" Compliance 1.1 SCOPE _ Wind Speed(3-sec.gust)................................................... -A10 !nph ' ^ Wind Exposure ----------------_---------_'_---__-',--_----B � � X- vvmd Exposure Category.................Engineering Required For Entire pnojauL----,',.�-,^-__/�. �N/A ' 1'2 APPLICABILITY ' ' ' Number cf Stories(a roof which exceeds 8in12 slope shall be considered a story) 2 stories :5D stories ` � ' RoofPhrh -------------------------.(�Q2) Gambrel ..............................512 �1 �12 ~ - -- Mean Roof Height --------'_'-.—.--.`---- 2)............ g33' � Building Width,VV ------'------.------''(Fig .--�-',-----_---_! � s0� -X-_ BuUd�gLang�. L ---.—.--------.—._--.-�lg3)--'----------'--26_ft :507Building Aspect Ratio(-8N) ...............................................(Flg4)_.—.-7--'_---�----..1�U_g�t1 �%�� Nominal Height of Tallest Opanng^ -.----------(�g4)---..�.--------.,-.-._7,U_5G'8^ 1.3 FRAMING CONNECTIONS General compliance with framing conneoUonu.--'—'�ab� ' _�-�__---.-- -'--'----- - 2.1 FOUNDATION Foundation Walls meeting requirements of780CMR54O41 Cuncn»te------'''—'-----''-�^-----�'.-''-------`'---'---' Concrete Masonry........------'-_--._----.--.-.._-.--_---------__---__. ` . ' _N�� , ` ^ ' ~ ` ^ ' 2.2 ANCHORAGE TO FOWNDATNON,� 5/8^Anohor Bolts imbedded uv5/8�ProprietaryMachonk�|Anohn�ouanabarnaUveinooncn�aon� 8 ' BoSpac� d Spacing ` .' .�''._'__.[[ab�4�—_-'---.------` �� BubSpacing fom`and�urtufp�� -__-_---_.(Rg5)-----.------,_yes-�.g8^-12^ ` ;X�� Bolt uonura�-_--.�-.---,_--...U�g -_-----------__min.7�.�7~ � � Bob masonry`_.__----'__---.(�Q 5).---.-------��'---___�_�h�? 1br ' ' - -- Plate vvoohar..--'_r._�--_.-.--.�._—_-.(Fig 5)............... -----_'__�3^x�rx�� �� � 3.1 FLOORS Floor framing member spans checked .................................(per 7OUCMR Chapter 55).--��_-----_-. |X Maximum Floor Opening Dimension...................................(Fig 8).............................................__16_ft:5 12' ' . X Full Height VVoU Studs at Floor �oomon2'hnmE�er�ryVm|(�g6)!'.._,'.._'- ---',- �% Maximum F�orJo�tSe�acko ' Suppud�gLnndbeohngVV0000r�haanwoU-.----(�gT)-.-,._.--.��__------._. � gd _N�` MoxhnumConU�veradF�orJo�� ' ~ ' ` SupportingLomdbeohng Walls dvShaonwalL-_--.(Fig 8)................................................... � ft g d Floor Bracing otEndvwdls.................................................�.(Fig O)----------�----_-_-----. F�orGhao�ingType --_-.�-.-----.--.��--,.�_.(per78UC�RChop�r56) ��_.-------.� - Floor Sheathing Thickness��_-.-.--.-.------__-(per 7BOCMR Chapter 55).........................3/4_in. ' Floor Sheathing Fastening-----^,--,,'-,'�-_-.�ab�2L10_dnoUomdGjn edge/�12infie� .� ` -_ 4] WALLS VVoU Height Loodbearingvwdls----'-_ .................. ..............(Fig 1O and Table 5)..........................8-1Uft :510' _s�__ ^ walls................................................(Fig 1O and Table 6).......................... 12'Gft :5 20 ' ' _X�_ VVoUS�dSpacing ----.��-----'.`----.-','--( O and Tab�5)---.-_-.1G_�.�24^o�. _�__ Wall Story Offsets. ----�._�--'_�_'__-'_(Figs 7&O).---...--'__�_',_.. ft �d _N�. 4.2,EXTER|ORVVALLG^ � 'VVoodStudo .` . vwnN�------�.��-,�.�'-�-�..-�[[ab�5�'.—..'--.—� � � h�' ' Non-Loadbearing walls —�^'��.—.�-__----..�ab�5L,-�._-'-- 7 � 4���� GoU�EndVVnUOroc�g ' ~ Full Height Endwan Studs........... ...................................(Fig 1O)........... . VVSPA�cF�orLeng�...............................................U�g 11� / ' � ^ �u�V3 ^ -� Gypsum Ceiling "=eu/(if vvSr/xu '. and ux4 Continuous Lateral u n)............................................................. ` �X-- �1x3�������1� m�,�2x4 @4� �����b� ys Doub�TopP�� � -- ' Splice Length ` ' � Table ^ � ` —_---_--___---_ '-y';]luanu u�.--.-.—_—.-'-= `_N/A Splice Connection(xo.of1Gd common maib).......^......(Table 8)....—_,'—.. ...................................... `' �N/A . ' ` �. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1:1)1 Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Tables 7)........................... ..................._2_ X Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...........:..........................................2 _X_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...................:....................................(Table 9):..............................._5_ft—in.<_ 11'. X Sill Plate Spans ...........................................:......(Table 9).................................._5 ft_in.511' =X Full Height Studs (no.of studs)....................................(Table 9)......................................................_3_ _X_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)................................_9_ft_in.<_ 12' _X Sill Plate Spans....................... _..(Table 9) N/A Door................_ft_in:<_12" N/A Full Height Studs(no.of studs)...................................(Table 9)..................r:.................................._3_ X_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ...................:..........:................................................6-8 <_6'8" Sheathing Type.:..:.::. ....................(note 4)structural panel.:......... :........._112 _X_ Edge Nail Spacing.........::............................`..(Table 10 or note 4 if less) '8d................=3_in. _X_ Field Nail Spacing......................................I...(Table 10) 8d ........................................_12 in. X_ Shear Connection(no.of 16d common nails)(Table 10)........................................._730 plf/4'_' _X_ Percent Full-Height Sheathing...:...............:...(Table 10)..............:. . ........ .........._21_% . ............ . 5%Additional Sheathing for Wall with Opening.>6'8"(Design Concepts)..................... X Maximum Building Dimension,L Nominal Height of Tallest Opening2......................... ............:..... ........ .... ......7_5 6'8" Sheathing Type ....... .... .....................(note 4 structural panel P ...................................... X_ Edge Nail Spacing........................I.................(Table 11 or note 4 if less)8d..................-3_in. _X_ Field Nail Spacing Table 11 _ _X_ Shear Connection(no.of 16d common nails)(Table 11).............................................._730 plf/4' Percent Full-Height Sheathing.......................(Table 11)............ ............. ._21% ........................... 5%Additional Sheathing for Wall with Opening>•6'8"(Design Concepts)........:.....:...... X Wall Cladding — — Rated for Wind Speed? Yes X 5.1 ROOFS } Roof framing member spans checked? X...................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) _8"ft 5 smaller of 2'or L/3 • _X_ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................. .........(Table 12)....I... ........U=_269 plf —X_ . Lateral......................... ........ ......... . ...:.....(Table 12)........ .:....... ......... ......::L=_176 Of _X_ Shear......... ...... .........................: ............................. .(Table 12) ..... ...........S=_77 Of _X_ Ridge Strap Connections,if collar ties not,used per page 21... (Table 13)................................T=_194 plf _X_ Gable Rake Outlooker. ....::'....... . :............(Figure 20):,..........._0_ft 5 smaller of 2'or U2 X : 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)........................r..............L . lb. _N/A Roof Sheathing YPe...............:.••. .. . .. ........•.•..:.....••.(per 780 CMR Chapters 58and 59)-...CDX......... _X_ Roof Sheathing Thickness..............:....................::.. .... ...............................................5/8 in.z.7/16"WSP X. Roof Sheathing Fastening...........................................(Table 2)6"edge-6"field 10. X ..... ..... 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. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Kigh Wind Areas:110 mph Wind Zone Y Massachusetts Checklist for Compliance (7'80 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d o- staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing Protection:a)new house or horizontal addition-require if project is 1 mile or closer to shore(generally,south of . Rte.28 or north of Rte.6) b)vertical addition-not required unless there is extensive renovation to the first floor c)replacement windows-needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website -WHEN THIS EDGE F&M ON - RRI4MING LWSd MAYS Ir it 11 11 11 / n 1 0 1 1 JJW U r '1 / II / (Q� a Yr 1 ' ' [NO 1 i �. _ !G8 r ii it 1 n 11 t U 1) r 11 Q I, ., It q 3'MIN. DOUBLE EDGF ------ , &TAWARED NAILSPACM i NAIL PAT EM PANEL d PANM EDGE DOUBLE NAIL EDGE SPASM DETAL See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing. for Panel Attachment for Panel Attachment. s , OF SHE Tp� ` Town of Barnstable Regulatory Services + BARNS'rABLE, • Thomas F.Geiler,Director 9 MASS. q,A 16g9• .� Building Division T6n �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 3-7— OS— JOB LOCATION: number street village "HOMEOWNER": /1//G k �C/rJL/ �O S= 77e_ 7113 IRC T//1?f1> name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code a The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and. requirements. Signature of Homeowner ;pploval.of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt l _XkI The Commonwealth ofMassaehusetts Department of Industrial accidents Office of Investigations 600 Washington Street Boston, M4 02111 , www.mass.gov/dia Workers"Compensation Insurance•Affidavit•;.Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):. If SC OIL / LO Address: City/State/Zip:114� �Ilj % o,2dd4Z PhoneA �"®�- 77�' Are you an employer? Check the appropriate box: -Type of project(required): 1.❑ I am a employer with 4. E] I am a general contractor and I :employees(full and/or part-time).* have hired the stib-contractors 6. []New construction . 7.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 9. Demolition working for me in any capacity. employees and have workers' $- 9. []Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required] 5. We are a corporation and its ❑ P officers have exercised their •3.(� I am a homeowner doing all work l 1.❑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 wu 2d�_�r,,,t�-���`T' employees. [No workers' 13.[] Other comp. insurance required.] . *Any applicant that checks box M 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. 4C6ntractors 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. rf the sub-contractors have employees,they must providb their workers'comp,policy number. I am an employer that is providing workers'compensation insurance far my employees Below is the policy and Job site information. Insurance Company Name: Policy#or Self-ins.Lic.M ExpirationDate: Job Site Address: h&f1As%�itI 7YEA9 y lz aiZ City/State/Zip: yVh-1- a..2 e417 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),• Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 16 hereby certify andder the pains•and penalties of perjury that the inform ation provided above is true and correct Simature• ,/ Phi Date: 2 —7 08" Phone #: ,;—a R-_ 7 7 Official use only. Do not write in this area,Yo be completed by city or town of 77clal City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuUdingDepartment 3. City/Town CIerk 4.Electrical Inspector S.PIumbingInspector 6. Other Contact Person: Phone#: Engineering Dept.(3rd floor) Map= Parcel /,010 Permit# House# Issued — Board of Health(3td floor)-(8:15 -9:30/1:00-4:30) Fee .� Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 7 L Planning Dept.(1st floor/School Admin. Bldg.) 1„E L. Defi ' ' e Plan pproved by Planning Board 19 s��Tt �,:i�1Srd� � IN B PLIANCE T G�I�E AND OWN OF BARNSTABLE Building Permit Application TOWN RGULATIONS Project reet Address �ew z. rCJ Villagef Owner &l CO.4 W.6!fWke6l) 1j/ Se-lhe f Address Telephone ��— Permit Request First Floor /d o&2 square feet Second Floor ,J'"o® square feet Construction Type Tl?,4f4,�5 Estimated Project Cost $ CO.-® m fl Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes YNO On Old King's Highway ❑Yes 4No Basement Type: X Full ❑Crawl ❑Walkout ❑Other / Basement Finished Area(sq.ft.) ae Basement Unfinished Area(sq.f/t) p Number of Baths: Full: Existing I New Half: Existing l New No. of Bedrooms: Existing New j7 Total Room Count(not including baths): Existing New _�First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes No Fireplaces: Existing — New ap Existing wood/coal stove ❑Yes )(No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) None ❑Shed(size) " ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name /f/ SG/epL{��/j/fL�� /y ' 1eZ Telephone Number Address License# D� � s 02 AIAI �v/�! Home Improvement Contractor# Worker's Compensation# 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 SIGNATURE K DATE BUIL IN PER-MIT E I F LOWING REASON(S) ........ .... FOR OFFICIAL USE ONLY PERMIT NO: ` DATE ISSUED' T" MAP/PARCEL NO. ADDRESS VILLAGE " OWNER • DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING ROILOH FINAL GAS: iH FINAL 4 FINAL BUILDING DATE CLOSED OUT-- ASSOCIATION PLAN Nb. dFTMe - °� The Town of Barnstable ' ental Service Department of Health Safety and Environms a i�N,o�• Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Cr0ssen Fax: 508-790-6230 Building Commissior. ' f For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of as addition to any pre-existing owner 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 exceptions,along with other requirements. Type of Work: 57i,.Z>i// Est.Cost Address of Work: Owner's Name A l ea- Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING IBM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE 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. R .- Date con6actor Name Registration No. OR Tlrc� Crrnu�rurril•cuutt �tj r><fuslQclrustls, Deparuncirl Of 111dUsVial Ae dents ' � 1 is ' :!� Oflfc�allm�estlgallolrs \..4;�' i•�+` 6XI if ashi g-run Street i`� • . Bustr n..ltusx 92111 Workers' Compensation Insurance A>fidavit dririlicant information= _- _ Please l'RINfe—r-biv name* ! a !¢ A/ SC/GL lorttinn• �� /Jl'�ft'S%�� �l/�i�lU%� 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working, in any opacity M I am an employer providing,workers' compensation for m}•employees working on this job. enn►tt:tm•nnmt•: add rrcc- city nitanr/H inctrr�ttcr cn. (irt•fl G I am a sole proprietor. 'general contractor, r homwoner 'girdle otre/and have hired the contractors listed below who cs•. the following workers' compensation polices: comrt:tn�• n:ttnr• adrl rrcc• cir,t•' nhnnc Ih iwmrnnrr rn. nniicc•d •t- ti�.�.�-- T:.T'•• -� Sr�w�-\��T••f•A.^.lY.�. .mow •�.TR�.�_ � �.ti�...t��.�...-_ cmmnnn%• n:tinr• addrccc- -in•• nllnnc#t ncurnnre rn nniin• ltta[h eddili0nai Sheet ifntCCSJary. ..•..+.r "-_-•• " %"a••-'i= ""- _"'•�•.-..•.'••�'• ''...",i.',"`"•• "���" ..:'''�= _�..�.:..�. .yam•_.. ..,.rr.�ti 'rilure tti;;cure cuvcrare:is required under section 3A of AIGL 152 can lead to the imposition of criminal penalties of a line up to 51300.00 andlur Ile' cars'imprisonment as 0ell as ciril penalties in the form of a STOP WORK ORDER and a line ofS100.00 a day apainst me. 1 understand that a OP) .if tlti.s.statemeni mac- be furn•arded to the QMce of larestit ations of the DIA for coverage yeriGcation. ' do hercht•crMj•under the pains and penal'irs of perjurr Ilia'the informadon prodded above is'rat and come= ^stun c Daze 'rint name /f//e, S C l0 G/ Phone* ofriciai use uniy do not write in this area to be Completed by city or town ollTcial city nr town: ttermitilleense if Muilding Department (3Uccusiar Board �. ►- C:;beef:if immediate response is required - Selectmen's 011ice contact pc �tlglth Department phone tt: MUther�� ; r" �. • Information and Instructions •Massachuscits Gencral Laws chapter 152 section 25 requires all employers to provide workers' compcnsation einpicn•cts. As quoted lean the "lativ"•an e'mplr{ree is defined as every person in the service of a not r'hcr unde contract of hire. express or implied. oral or aTitten. An emplm•rr is defined as an individual. partnership, association. corporation or other legal cntit}, or any two the foresoin_s engaged in a joint enterprise,and including the legal representatives of adeceased employer. or t receiver or trustee of an individual . partnership. association or other legal entity. employing employees. Howe owner of a dwelling linttsc having not more than three apartments and who resides therein. or the occupant of tl d�+clli,tg house or another who employs persons to do maintenance, construction or repair work on such dwell' or oft the grounds or buiiding appurtenant thereto shall not because of such employment be deemed to be an err MGL cha' ter 152 section 25 also states that every state or local licensing agency shall %ithhuld the issuance a business or to construct buildings in the common+ealth for an relic++:tl tif:t license or permit to operate applicant who has not produced acceptable evidence of compliance with the insurance coverage required Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the ceptable evidence of compliance with tite insurance requirements of this ch: performance of public work until ac been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation supplying company names. address and phone numbers as all affidavits may be submitted to the Deparunent of Industrial Accidents far confirmation of insurance co+•erage. Also be sure to sign and date tine nflida� t. to 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 ME y. please call the Department at the number listed below. to obtain a workers* compensation polic City ar Towns Ple-e be sure that the affidavit is cot»plete and printed legibly. The Department has provided a space at the bon. the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/Iicense number which will be used as a reference number. The affidavits may be retu• the Department by mail or FAX unless other arrangements Itave been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have my quf please do not hesitate to ;,give us a c:11. •The Depar*rmenrs address. telephone and fax number. jgy _ The Commonwealth Of Massachusetts Department of Industrial Accidents -•. office of investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. . DATE 71s JOB LOCATION 96 S & V-,r Number Street address Section of town "HOMEOWNER" Name Home phone Work phone PRESENT MAILING ADDRESS %� /IJygr1�'S%o✓�' � _zc , /City/towff State Zip cod The current exemption for "homeowners" was extended to include owner-occur dwellings of six units or less and to allow such homeowners to engage an is dividual for hire who does not-.possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (s)' who owns a parcel of land on which he/she resides or intends to _ side, on which there is, or is intended to be, a one or two family dwellin( attached or detached structures accessory to such use and/or farm structure A person who constructs more than one home in a two-year period shall not I. considered a homeowner. Such "homeowner" shall submit to the Building Off: on a form acceptable to the Building Official, that he/she shall be resnon: for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" , assumes responsibility for compliance with the Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requiremen and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note : Three family dwellings 35 , 000 cubic feet, or larger, will be require to comply with State Building Code Section 127. 0, Construction Control. NOTES JOB NO. B08-06 1. LOCUS IS A.M. 288, PARCEL 100. N/F SCIou.DWG 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. MELODY 4. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING B't BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 7't :>:HED. S se 49 02. SEPTIC NOTE: ASBUILTS DO NOT PLOT WELL. 9 f :...... TANK LOCATION FROM FIELD, LEACHING CONC. BOUND LOCATION FROM TITLE 5 PLAN, WHICH LOT B FND. & HELD SHOWS FIRST FOUR FLOWFFUSORS AS EXISTING. 17 9 710±S.F.\, A, BUTLER PROPOSED SEWER N PIPE ' DD Jr r , c�oP vb p NQq 124, °�e�a no Invert 9 .14f 1 v 95.67 Exist. Septic Tank ®Existing Hole Og, `VF k` o^ ry N/F M AH ER 98O�S�..:.:;.;: CONC. BOUND BENCH MARK--TOP EDGE CONC. D. OFF h PIER ® DECK=97.97 ASSIGNED moo°' (® WHITE PAINT SPOT) 0 A l N F O ti 0 �Y CONC. BOUND I CERTIFY THAT THE LOCATIONS SHOWN-ON THIS FND. & HELD PLAN WERE MEASURED IN THE FIELD ON 6/3/08. ASBUILT PLAN FOR OF S F�gs9 NICK N. & SUSAN B. SCIOLI LOT B. 98 MARSTON_AVE..,HYANNISP_ORTsMA JAMES o _ JAMES �1 CADILLA CADILLAC JUNE. 3. 2008 SCALE: 1"=30' C " `� #1060 o #35779 01 S T'S (,y0 S s\0 oe RONALD J. CADILLAC, PLS. IRS, P.C. SgNITAR\Pa P / ^'o SURVEY PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 13I Q P.O. BOX 258 lll WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A �� ��O Parcel iv 7 Permit# Health Division D IWO- �0I -7 74 Date Issued Conservation Division s 13101 Fee Id ' / /o?J Tax Collector AA11 AAA CAOD10t U& Treasurer . SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND ` O!O,R4 REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address ` IV V f s iaiy' #1/F qa z Village W"W/Y?,OR 7- Owner Alledr ►r .511s11i✓ .'Clue/ Address ye- �1'leRSTb✓✓ WG'�/V(J)C Telephone / -So $'- 77 9- 71,162 Permit Request a C-S/0 E.,V 7 :9? 4 a5�t) -r« N f � G4)/2 MCI, �o• a� ® .G✓ b o ' U Square feet: 1 st floor: isting 9'c2 o proposed 2nd floor: existing proposed 4eTbtal new a Valuation Zoning District J3 Flood Plain Groundwater Overlay Construction Type W o R ig th E. Lot Size 7lem 6 Grandfatliered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure go ? Historic House: ❑Yes 4No On Old King's Highway: ❑Yes 4No Basement Type: kull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) D U)ri ,J `To Basement Unfinished Area(sq.ft) &,2 Number of Baths: Full: existing / new b"L Half: existing / new O Number of Bedrooms: existing 3 new o2, Total Room Count(not including baths): existing 91 new First Floor Room Count Heat Type and Fuel: kl Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes WNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn: O existing ❑new size Attached garage: ❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use L BUILDER INFORMATION ` . ;:r ` Name Ah If I S Gla r / Telephone Numl3'TIT� ' �dFs'- G'�S- . 5-3 6 Address yr� Allf P5/ate l�U� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE . DATE - -aa`'_Z ` FOR OFFICIAL USE ONLY •s PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION ®'Z + FRAME 6 1-if�?' INSULATION 6f�✓d U f FIREPLACE 4. xt ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH j U-) _ FINAL GAS: ROUGH ; *'`; FINAL FINAL BUILDING - •• r -• vr� C) DATE CLOSED OUT t+Z � ASSOCIATION PLAN NO. i g M CMR Appendii J t. Table JS 2 Ib(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling U-value= It-value; R value' R valuie Wall Pftimeta Equipment Filicienryr Page R value°, R valud 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% -0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE 19% 0.32 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal 19% 0.42 38 13 19 10 6-1 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: Y? /l1t�iPSTo41 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): " 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J r D Footnotes to Table J$.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall o area,expressed as a percentage. Up to 1/o of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ftZ of glazing area. Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must me-t the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 7 The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 r OF IKE rpy,. The Town of Barnstable � * &UMSTABM • M g Regulatory Services �'OlE059. ' Thomas F. Geiler, Director, Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-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 exceptions,along with other requirements. Type of Work: 14 dd gj®a e o At!;7ya--rt�)Al Estimated Cost__. 0 ��c� Address of Work: Tr y S Taa P OV N Q E Owner's Name:_&e, C10L J Date of Application: - o a I hereby certify that: Registration is not required for the following reason(s):. []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH'UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE 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: Date Contractor Name Registration No. OR Date Owner's Name l� q:forms:Affidav:re v-070601 The Commonwealth of Massachusetts Department of Industrial Accidents :,� � ::_- •. , _ ._ Office of/naestigadoos - _ 600 Washington Street Boston,Mass. 02111 - '` Workers' Com ensation Insurance Affidavit i ON i// r /M/M ���� name: location: r-VA/ �.N�/%S/��'R / hone# /— Sofr— 77� city I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one workin in any ca acity dpgn iin an/%/////armitv%%/%%/%/%%/%%/%%%%/%%//%%///%%/%%%%%%%%/%%%/�%%/%%%%%%/�/�%�/�%/�%//, workers' compensation for my employees working on this job. ❑ I am an employer rovidm mp P g aom :address:...: h one# insurance co. .: oitcv# ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have kern compensation polices: r 0 w the following mP coin any name. .;., :... a ddress.: ' _._... k ho »' ....: 11711117111711, xxxx .....::.... ...... Insmm�ce ca arty.-nsme. address. one:# 36.66 insurance co Failure to secure coverage as required under Section}t25f form of as STOP WO ORDER and a Sue Of Sl nal penalties a day against me. understand that ar one years'imprisonment as well s,civil penalties copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification 1 do hereby certify under the pains andpenalties of perjury that the information provided above is true and correct Date --------- Si Phone# ' Print name official use only do not write in this area to be completed by city or town official city or town: permit/license# Building Department ❑Licensing Board ❑Selectmen's Office ❑check if immediate response is required ❑health Department contact person: phone#; ❑Other (tensed 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all ein?'loyers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 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,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. FIN Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate.of.insurance as all affidavits 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 e not the Department of Industrial Accidents. Should you have any questions regarding the"law'or if you being requested, ep . are required to obtain a workers' compensation Policy,please call the Department at the number listed below. City or Towns 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 pe i it/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Ipvesduadens 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 r -`"fi' aiGM1 +r r.�-t :...ti :`w*s h:•. f F }- -r`'. ' .n..:�OO�/C _, Y ".h.'- /O ZD r f t 68 49 x M1 'U p F f �.�• s s� h � 4 =.1` �� r �� ... � Y` 4 ..,.,� � v 'ro �y_,.. ,n,�` �.�� S - 8. _ .. „Cf}t.-';.�. r r a k '� O :.:� C"°:y8"k}'� .fit . �4 (� L>A TE 44 / Y 1 ��s r�` r '�` ; .' f _.♦ ��� � ice_`/tz" C � 7, { i 4'3,7.,. >~,t t', %i ..1 ' V fi-v a_ `B'* 'E^` Y ,.✓ VV .� �.:3 ... s x 3 4 19 '� a # } :r .,3 .N 2500 3¢ S.F 71-1.6 Av x � r /¢,�� PURSUANT ' Y CERTIFY TH: PLAN ARE SHIPS. AND OR WAYS AL TY LINES FOR D �4EGUL.9 T/O/YS NEW WAYS A S OF �E�p�S' OF Th1 E y OF /'�A SSAC.yUSE"TTS CEO LAND �S�/�Q l/EYOR 1-1>.41VN/S0R7—, 7—�//�S �L A/Y 1�✓.qS /�J,�pE 'T c.STePIVO QROS OF FOR a - RESIDENTIAL BUILDING PERMIT FEES o - APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE p square feet x$96/sq.foot=� 3 2 x.0031= t f Z plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft.€° >120 sf-500 sf $35.00, >500 sf-.750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf } " 100.00 >1500 sf-Same as new building permit: - square feet x$96/sq.foot:= x.0031= STAND ALONE PERMITS Open Porch x$30.00= x (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) F Permit Fee �� r l 2 projcost Add.,, ��ors�z�r �lur_ rVal LARGE ROLLED PLANS ARE IN BOX is FOR ARCHIVING. Address: Scid 6l Permit#: Date: M/P: LARGE ROLLED PLANS ARE IN BOX FOR' ARCHIVING. _ y Date: Y/6/0 TOWN OF BARNSTABLE WIRING PERMIT PARCEL ID 288 100 GEOBASE ID 19198 ADDRESS 98 MARSTON AVENUE PHONE HYANNIS ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 64821 DESCRIPTION ADDITION PERMIT TYPE BENBR TITLE WIRING PERMIT-NEW HOME CONTRACTORS: BARTHOLOMEW GAVINI ARCHITECTS : TOTAL FEES : $50 . 00 BOND $ .00 CONSTRUCTION COSTS $. 00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE PROPERTY DATE ISSUED 10/25/2002 EXPIRATION DATE Department of Health, Safety and Environmental Services IHE vF' o * BARNSTABLE, 9 MASS. g► qj 1639. ArFD MPS a BUILDING DIVISION BY: TOWN OF BARNSTABLE WIRING PERMIT PARCEL ID 288 1.00 GEOBASE ID 19198 ADDRESS 98 MARSTON AVENUE PHONE HYANNIS ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 64821 DESCRIPTION ADDITION PERMIT TYPE BENBR TITLE WIRING PERMIT-NEW HOME CONTRACTORS: BARTHOLOMEW GAVINI ARCHITECTS: TOTAL FEES: $50 . 00 BOND $ . 00 CONSTRUCTION COSTS $. 00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE PROPERTY DATE ISSUED 10/25/2002 EXPIRATION DATE OCT 29 2002 47 Department of Health, Safety and Environmental Services �o BARNSTABLE, 9 MAss. g, qj 16g9' BUILDING DIVISION BY: 1P1 )q1 y o F. S ' rr S Y"S TAM Qg r►� .s r-ow1 / Vew L) E 1. G gCNc.,f���./c �+�srirv(r hlo.aj� PRoPo�Ba 413J^eCLi7loaoo f leg stoo. f Ad�lr/cal 71P OF Sroo P .2 EOKov�'+S l 3,61 x t$'r/ FFI . Z DLYGK � Z gi!st'tn& P n PN�l D SC+K-'it �1*4Sr<K6 pR�YL W�► t/Ng / p� ALLonI 6SE c N ores S&L. gTlo z P/toPCSn .! q"3cN Qo G;�tE24L 8tFlsr/K!r P / W 96 C�(p�L7� f3''1N x f q"FcIi40 1,4r'o-4 3 F�:o,N o�Fcvsoa-s . / 1 qlo 4�u'N a o - - — - . -• 4 NOTE: 1 FLOORBRACENG/BLOCKING 48" NOTE: 14 2L'-O" O.C. FOR FIRST (2) JOIST SPACES FLOOR BRACING/BLOCKING 48" FRAMED FROM LOWER 4, FRAMED FROM DORMER FRAMED FROM LOWER 2L -Oa O.C. FOR FIRST (2) JOIST SPACES PLATE PLATE PLATE ---------------------------- ------------------------------------------------ , rr 1 X 2XI XI THICKENED SL B 1 s I O. " n � a IL O.0 UNDER STAIR IALL F ' — ! 9 DORMER LINE, I!ORMER LINE (2) 1 3/ X s OUTLINE iOF 'STAIR I- LAYE - L J L J Ly 2 10 RAP ER I D. ! p RUN --- __t---- P ST - ABQILE_ _ ==l==t TYPOE PROVIDE FIR CODE GWB ABOVE___ POST O Z Z� O /2" GOLDBOND RESILIENT 9 /4" .J.I. IL" D.0 a PO T X X _U' S LOAD; LOAD' FURRING CHANNELS a CEILING FR M cv � (2) 10 V LIN OF CEI NG EL W - CARAC;E SLAB FROM POST — — w _ FROM � � + � � AS V >2 "" (n W _ .�-- P S7 ABOVE r, ABOVE ® DOOR OPENERS SHALL BE MOUNTED FROM ! r r_-I G� 0 U PITCH 1/8" PER FOOT N RESILIENT MOUNTS. X X r 1 r 1 y - = I TOWARDS DOORS ' ABOVE POST ? •V ® I i i 3 I� LALLY i POST T O CAR GARAGE — ON A'X36"X12" _ _ _ __-------- T O FT111 -------- - ITCH SLAB 1/8" PER FT BACKFILL W/ CLEAN Q POST TOWARDS DOORS _ - PO T A- 1 / TED ------- -, POSTCOM -- - - ,� II \ LOAd �� CO RACCOR SHALL FROM FROM �N -------- -i ! TROPED X�' FRECODE8GWB ABOVE (2) I --- 9 4 n AB V 1 I I I I I I II II „ „ k 1 I I I I I I I I I I I � II 4 X4 X.21p'O ABOVE MAINTAIN 48 MINIMUM I I 1 04 x � LOAD i T.S.COL� \ FOOTING COVERAGE Q __------ i ! a Q - -------- FLU H S EE BE M 1 1 `. --- - C NNECTIONS W/ LIVING SPACE I 1 II \Q Z = FROM ON (d X36'X12'� p O �I ABOVIr CON , OT I POST _ _.,."_ FLUSH STEEL BEAM ,. _ _16I _ _ _ _ ST13) i113/4 Id LVL RID E AM p 1 GARA E OTHER FILLED FOUNDATIONS: Q FROM �� W12X30 +� 'a 'r - n �' t 8" W/2a#5 TOP ( BOTTOM BAR. X4 X.250 cl T.S. T.S. N T.S. T. 1 II 1 2 k i REST FOU DATION ON 10"X16" STRIP FOOTING, T. OL. W/ ABOVE D POST POST FROM PO T P ST I 1 I I I I II I I M� a __i_ „ „ ABOVE 11 II --i- PROVID 2 tt5 HORIZ. BARS CONT, IN STRIP ® NJ 6"X36"X12" w W 4 X4 X.250 FOOTING W/ KEYWAY. LAP TOP u5 BARS TO LOAD SON . FTNG. POST \ I II 11 OS MAIN ALL BARS. PROVIDE TRANSITION FROM - F- FROM I II j REINFO CING W/tt5 HORIZ. BARS SPACED ABOVE! ! a ABOVEcr 1 II II 1 VERT. a 12" O.C. PROVIDE 5/8"X12" ANCHOR 1 ,� O 9 %4" J.I. IL" O.0 11 II 1 BOLTS a 4'-0" O.C. MAX. ! POST X PO I II POST im FROM POST ­ POST V pL I I I I 1 I ` ---------- ------� r----------------A$pV M �- p -- -- -- -- - -- FROM' ROMD; ® t 1 I I N 1i Q ST ABOVE ABOVE I I I I 1 (2 XIO cXv 2)2 O p r T POST OJ �� ' POST 9�ITE I I 1 I j 2 10 AF ER s I D.C . w o w t 1 I I I to R OF R ING s E OW LS �Qq ZWFzo A.2 XIO ( OC ING O EC ION SH LL E P OV ED �Xlo w J N Q l ISED CONG. Q 9 AB ON FTNG. \ 0 9�LI E I I I 1 IL" D.C. A P EL OG S RP NDI ULA T RO F IL" D.C. a z¢o z LOAD FROM `� ,� 9 AMI M MB S I FI T l ) T SS R 15 x o z•�z ABOVE - �' STOOP I 1 I I 1 1 AC ADS AL BE M X 4' C. w 7 a. o d w o ----- -- ------- ---------------------------- 9 x'1 OHD y PST 9 x'I OHD IPS S P 1PS 1 5 m o w o`►, a z 4 IL I .._.......�.�...�.�.�.._.. �. ._.. - - -- - w U cn�p w O z p ----- -� ------------- -------------- - ---------------------------- -- (3)I 3/4 X 9 I/4 L L HDR l3)I 3/4 X 9 1/4 LVL HOR (3)I /4 /4 L L R (3)I 3/4 X 9 I/4LVL HDR W w w v z W FRAMED FROM DORMER FRAMED FROM LOWER w -- w�jEW z�I_I- A RON APRON FRAMED FROM LOWER A PLATE PLATE _ �,� I:w O a N 9'-L" t 9'-6" '-1" ABOVE FROM PLATE U)T-0 w o=N O ABOVE 41-0„ 22'-0" 9'-0 9'-0. 4'-O" I'-4" I'-4" I'-4" NN y ,� o � 2L -O O owooxo xzw A A A v zwwozc�w wao '�• V Z CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT TW2442 TW2442 TW2442 TW2442 N m o im mol w Q <M — — — - - ---- - - ------ — - - — — — — — 00 — — — — — — — — — — — — - - — — - - - — C3 I a 0 fie L-10 � _ N��N � INSIDE WA L i INSIDE WALL � FZ4� � � a 3: _ �a Q f m 1 J- plvn X 1 L,_I • : W _ W QII � T---- L ------- o NJ' 01 = 01 ~ w W� T 24 2 T 2 2 T1112442. T 2 42 O Z T 24 2 t 2 42 T 24 2 T 2 42 O z N cNv J V _ �LLI ZM OOFII�!, TO MATCH EXISTING - <.... z 2 I. ESID> `',ICE D STORAGE a- TW2442 a F t,0 • O Q IV W X Q Q _ - - - - - - - - - - - - - - - - - - - - - - - - - - cnI- �Ll �' RIEZE TO — — — — —.— — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — MATCH EXIST — — — — — — — — —. •r 2 --1 }R �' o; RESIDENCE MJ = o�mm�w� ?Pzz W��(n~=Oq�ZOQKXZ�V \ \ X SIDING TO MATCH QQ O EXISTING RESIDENCE WE z rn i �W gf5T_mlly) Q�� AWN W Z a III Z O SIDING TO MATCH z � 4! z EXISTING RESIDENCE J M a ui b O �5�<o�v�iai, 0zeiE o " O FRONT ELEVATION REAR ELEVATION RIDGE VENT TO MAT C X-AS-HWG RESIDENCE ' CONTINUOUS RIDGE VENT CONTINUOUS RIDGE PENT CONTINUOUS RIDGE Y�1dT \`%(3) 13/4 X 1L LYL RIDGE TW2442' TW24 2 TW2442 TW2442 ROOFING TO MATCH EXISTING R-30 FBGLS. INSUL ROOFING TO MATCH EXISTING I A,_pa .Z RESIDENCE TO HDR POST IN WALL RESIDENCE POST FROM RIDGE IN WALL 5/8" COX SHEATHING \ 12 12 FROM RIDGE 12 —121 15# BUILDING PAPER 12 `w 12 5 n — — — — — — — — — — — _ — — — — T3— — — _._ — — — 5 � 2 X 8 s IL" O.C. � 1L w A. — — — — — — — — — — — — — — ALL EAYE DETAILS O / CONTRACTOR NOTE: 7'�/p A NFILL TO ° /gyp < < - _-- MATCH EXISTING � � 2XI0 S BEYOND O C (3) 1 3/4 X 9 1/4 LVL HDR _ ( )2X' HORS RESIDENCE DETERMINE ON SITE ------ i� , 1 ----- - (2) -------- 2X10 (2) ROOFING TO MATCH EXISTING IL Z 11.E r— 12 BEYOND BEY2XIOND a "'� -1 ! ! RAKE TRIM TO ! = 18.5 ! ! NOTE: O MATCH EXISTING RESIDENCE pt7 STORAGE � ROOF BRACING s ENOWALLS � O W a ` (BLOCKING CONNECTIONS SHALL BE PROVIDED '� Lo I p= �: \ AT PANEL EDGES PERPENDtCULAT TO ROOF I O O FRAMING MEMBERS IN FIRST (2) TRUSS OR JOIST AL LL/ Z UT ! 18.5 T 24 2 ! T 24 2 18.5 z ! ! S S AND ;SHALL BE A MAX OF 4'-0" O.C. d (n < i� W 3/4' TEG PLYWOOD SUB-FLOOR ! 4 ! L) GLUED AND NAILED TY , POSTS IN WALL A"2 �.�•� URRICAN� !CLIPS W12X30 HURR ANE CLIP (p MATCH EXISTI EVERY RAF f FLUSH STEEL BEAM EVE X RAFT NOTE: Z ALL EAYE DETAILS Tuj RESIDENCE 1 nu a FLOOR BRACING/BLOCKING P48" FRIEZE TO ---- ----- 13/4 X 9 I/4 T.J.I, s 16" O.C. 1„�---------1 O.C. FORFIRST O JOIST SPACES - - - - - - - - - - - MATCH EXIST - - - - µme — �T- - - - - - - - - - - r- --1 — a — RESIDENCE _ __-� ' — PROVIDE 2 LAYERS 5/8" i i BE -- --- BEY —2XLsIL O.C. ! (3)1 3/4 X 9 1/4 L L TYPE "X" FIRECODE GWB —'- l/IL" STRUCTURAL SHEATHING T SIDING TO MATCH L ON 1/2" GOLDBOND RESILIENT i ��- " EXISTING RESIDENCE � FURRING CHANNELS a CEILING i i -� STAIRS I/2 GWB - BEY DOOR OPENERS SHALL BE MOUNTEDI I I VAPOR BARRIER 4 ON RESILIENT MOUNTS. L-, - ITE t9 cD -�I I 2 C,4 R 0,4 R A C TY VEK HOUSEWRAP T 24 2 _ z PITCH SLAB 1/8" PER FT,-- SIDING TO MATCH I I EXISTING RESIDENCE A.2 =1 TOWARDS DOORS I I E-----SIDING TO MATCH EXISTING 1 1 � i i i i i i i ' i i i i i o- � �� ,• `` �♦ PROVIDE I LAYER 5i/8" 1 [BEYOND�D 4a CONC. SLAB � L COMPACTED FILL ♦ TYPE X" FIREC;OdE GWB I I .. 0 ------rr- aONNECTI-O-N- Ud/� LIVING SPACEI I --..— LXL L/L WWF TOP 1/3 OF SLAB 1 1 i i 1 1 IQ 1 1 1 �J _ 8" POURED CONC. WALL N ----- "______ ------J --- -------- y ; THICKENED SLAB ♦ UNI�tR STAIR WALL GARAGE I OTHER FILLED FOUNDATIONS: 1 t ♦ J. 8" W/2895 TOP � BOTTOM BAR. � RIGHT SIDE ELEVATION LEFT SIDE ELEVATION _ , REPROVIDE FOUNDATION ORIZ� BA�RSsCONT. IN FOOTING. ' o FOOTING W/ KEYWAY. LAP TOP US BARS TO r N Z MAIN WALL BARS. PROVIDE TRANSITION (W- REINFORCING 1/45 HORIZ. BARS SPACED W VERT, a 12" O.C. PROVIDE 5/8"X16" ANCHOR SECTION "A" BOLTS a 4'-0" O.C. MAX. p STRUCTURAL PIPE COLUMN OR: STRUCTURAL PIPE COLUMN OR: 4"X4"X.250 T.S. COL. BIT. JT. FILLER, 3 1/2" CONC. FILLED STL. COL. NOT TO EXCEED 10 KIPS LOADING TOP OFF W/ FLEXIBLE NOT TO EXCEED 10 KIPS LOADING Jolxt SEALANT t/OR 8' IN HEIGHT. MAX. SPACING BITUMINOUS JOINT FILLER, 7'-0" O.C. ° ' BITUMINOUS JOINT FILLER, TOP OFF W/IFLEXIBLE 4" CONCRETE SLAB TOP OFF W/ FLEXIBLE 4" CONCRETE SLAB JOINT SELAW, WWF 6x6 6/to, TOP 1/3 JOINT SELANT, "SIKAFLEX IA" OF SLAB 6 MIL. POLY VAPOR BARRIER ; CONCRETE FOOTING "SIKAFLEX IA" 6 MIL. POLY VAPOR BARRIER e 4" coxc. SLAB CONCRETE FOOTING __..__ 421IX42"X16" 3,—O„x3,_0"xI'—O" ASE PLATE ASE PLAT DO NOT BACKPILL WALL I= 6" COMPACTED Z p 6X6 6/6 WWF, TOP 1/3 a FILL Y 6X6 6/6 WWF, TOP 1/3 OF SLAB UNTIL CONCRETE HAS ° 43 0om U OF SLAB ATTAINED I DAY STRENGTH °' cnd W AND BOTH TOP ItBOTTOM v d ° e ° °• ° ". , :° ' a C] 0OF WALL ARE PROPERLY ° a ' AA., v ° ° e SERCURED. ° e 'a:' .a•`• 4e • e 4• e r" v _ a d ° e d e e �d ° g '--------'------ - ------- ------------------------------- ------------'----'- ----------'------------- v a ° e � v ' d ° ° ° d e.d A. .O r ,, .. a 29 US KEBABS. CONT. °. . d n e : :'ti • TOP It BOTTOM 4 a 0 f:. r • 4 9 44 REBARS CONT_ ?: iv e 4 9 44 REBARS CONI. •BOTH WAYS (TYPICAL) CARRY DAMPROOFING d ' BOTH WAYS (TYPICAL) _ d 4 ' • 4 - OVER TOP OF a w . .. d O d d d iy FOOTING e'.. .e e•' d I — 4 d O . - -.. �-- - . - ------------------------------- 4 . - � . . d 2X4 KEYWAY--- - - --- -- ---- ° ° : a__. - - a e: . a a a• v , 4 e• .e. \ \ W w \�\ J<'Q }WF-p00 3�� 3„ wJz0-6 o4rr�oic� V) N. 3,_O�, MIN MIN. 36" MIN W�0-:3 01 a a o +� 8 >-mmow r Z mowoaxm WQWWoWoZQ NOTE, FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR w 2 W 0 Z H NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY. PEAT, NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR W N W Z _F- NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY. PEAT, =F- Q�. Z NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT. IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED- LOAM, VEGETATIVE OR ORGANIC MATERIAL. N071FY ARCHITECT = W— w 0 .W LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. (' 0 N m m N IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. (7 O W 0 0 of cn 0 T.S . COLUMN FOGT1NG DETAIL TYPICAL SLAB AND F- OOTINC� ° owooz0 zw COLUMN FOOTINGS DETAIL 2 � o owoo�o�XZW I SCALE 1-I/2" = I'-O" ca z��z���W Q o SCALE:I 1/2"=1'-0" SCALE:I I/2"=1'-O" CD �C4 n0 (n woo 0 01 � w Q <M F--� E...I Vu'j + pip � 0 ASPHALT RIDGE CAP ►� m ov E-{ p 5 � � 0 1 1 ROLL VENT COORD. DIM. W/ DOOR LOCATION w V APRON. THICKEN TO 6" i i RIDGE BEAM F ° DOOR OPENING 1 1 (%) w o 1 GARAGE DOOR SIDING (SEE ELEVS) (3) I 3/4 X I� LVL �N '- / 1 1 cn I. TYVEK HOUSEWRAP ASPHALT ROOF SHINGLES iM 29 #5 REBAR 1 1 I ',d "x " CONT. • I 1 GALV. ANGLE m/ #4 00 PERIMETER ANCHORS 9 3'-0** 1/16" STRUCTURAL SHEATHING Z -0 1 1 O.C. MAX. 1 6" STUD WALL 18U BELT PAPER o �" 4x6 4/4 WWF S/8" CDX PLYWOOD i 1 1 TOP 1/3 OF SLAB Ro a 6 MIL. POLY VAPOR °dw�m�� m� wzgF�va� �� w y - azgK3�Nzz°du 1 I tnawtri OOODP0: _JM2 1 I/2 G.W.B. 8>:992 'E / 28 wR ONTZZ ����5y15::1l WZZo 1 1 OZTZmpT�i.a0aWU06rz _ C9 p ww d Z�>(�WVOm�fn�a2Zr7d' aVf d d d m -PC F-5 ogpxm�W°ab Q a 1ta/K I M 2 4 • ,' 2X R,4FTERS ��� owwy c>shg Z' L 1 4' .' 2x4 KEYWAY U� ma do d :� ` � aaIYi z 3c w :,:: .. .: .:� �... . ,�:. .. :Y:. TYPICAL STUD WALL �a � �W��>_ �RE �� 1'• !'RlL��de�StCcNt.� ~• r a ti to E r i m •t,• :a, ..t' T' •,�''t rY. ..1'.•�,- p•�.':` ••A••.`,.••..Y 't• - $$ ZZ3 aF IL ',. O O \ : .' ,.: :r...:.�•�. i'' •' °t a e.:;'.�r.: • • :` ..." • '` SCALE 1 1/2" = 1'-0" RIDGE VENT DETAIL L COMP, FILL " SCALE 1-1/2" = 1'-0" ll1 GARAGE APRON DETAIL � SCALE 1-" = 11_011 AC _1 O _! z W O � Q lU d to < ac I m w � z TAY4J0l1 Go i WW 1A 1-- Q N G .� z N