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0030 FULLERS MARSH ROAD
�30 �� ,f1 i� - r Fi,vr OF Lo 7 AVIS # m,- C�0T tok-0 4� Q�oFTHETo�° TOWN OF BARNSTABLE BAHBSTADLE, i 0 pYp�e�O - BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....�U.,.L:�b..`.....®............. � �"............................ .. .. .. E( TYPE OF CONSTRUCTION .............................. ....... ..^�! '. ......:: ' . ............................. t ......................... ..p. ................119.J.... TO THE, INSPECTOR OF BUILDINGS: a.> _ The undersigned hereby applies for a 'permit according to the following infor ation: L .......... l Location T V 1. �—l: ., M 1 4 E"� !....... 4 ........... .........". . ................................... Proposed Use --�t°`1 t J � ............................................................................................................................................................................. Zoning District //°° �. . ... ::... ...................................Fire District ...4::� .. . Name of Owner v!. 1 ,Z► ��a "S� � �t 41; ` . . ..................................................Address ................................................... Name of Builder .0 C tV.U.LT. ......`" .PM. ..k.......Address f .... .... .......t Nameof Architect ...................................................................Address .........................................:................,......................... Number of Rooms ............... .... ...........................................Foundation .� .....�.... .....C.Q VC I ETC...10'VVA LL I M Exierior �11. ..=�.x.. ...: .:�6..:.5...'.............:................Roofing /�r.. ... ..... ^�I '.` .. .� � �� Floors .. �.....�.A. .......:....F'........... ' Interior ..I.....-...... / `........ ............ ........................... R v Heating L. ...�... `�..... ...........Plumbing 1 .a............ ........................................... ApProximate Cost ...... ,,,,,,,,,,,,,,,Fire lace l� Definitive Plan Approved by Planning Board ________________________________19________ . Diagram of Lot and Building with Dimensions V SUBJECT TO APPROVAL OF BOARD OF HEALTH ��ls �- 0 4— n m < 4y (nna < o ; ' 1 _.� WZ, WQ (n N a C O_ b > �.a hereby agree to conform to all the Rules and Regulations of the Town of Barn ding the above U ¢ Q < construction. Nam l .. .A.�4............... Ego, Marian No ... Permit for ....... ....... . .......... .7/1 single family dwellin ........................................................ ....... .. ...... Location,,,3.()...?ujler Marsh Road ............................................... Cotuit i. ............................................................... ............... Owner ............ ........I...................... Type of Construction ...........fX*a'4m.Q..................... ...................... .......................................................... Plot ............................ Lot .........#86A............. January 25 73 Permit.Granted...................... .......... a�d� A Date of Inspection ... .....19 V7' Date Completed ..... ...........19 PERMIT REFUSED 000' ................................................................. 19 ............................................................................... ................................................................................ ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f Ailed Map 150(o Parcel d Application # Health Division Date Issued Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address _ �c� r ti�� 2s w�,�-2s 2D� Village Ca r-c c r- Owner ►M R 2.ic- '✓�-.M �(o �c� Address ,(b H R_Z> Co a•G Co�2� .v..dt- Telephone Permit Request 1�:K-7 R P4 C> 07 E _� evf- (Z-?_0Ag-cz- c5 f I vc,`s � I O X (z i�b zA� Z�Pc,✓t c� i�sc�'t'� Gy, raS _� :i® = C cs S y 1L� � ��, Square feet: 1 st floor: existing proposed q Y1 2nd floor: existing proposed Total new Zoning District fz r- Flood Plain �4 o Groundwater Overlay Project Valuation (o c u o Construction Type e000a re_A-,�^ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Ll Historic House: ❑Yes )&No On Old King's Highway: ❑Yes A No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 9 G Number of Baths: Full: existing I new © Half: existing D new O Number of Bedrooms: 7� existing 0new BUILDING DEP E. Total Room Count (not including baths): existing15 newirl��� oom Count Heat Type and Fuel: ❑ Gas ❑ Oil 1 Electric ❑Other 11 I U F BAPNSTAPi_E Central Air: A Yes ❑ No Fireplaces: Existing d New 10 Existing wood)-coal stove: ❑Yes ONo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 9-i"T4 T7T-- 2F- fcLC•TeIephone Number E5q6-,?_ Address To 4(,o Cho _t,c T- ✓KA4 License # 04-1 foci: Home Improvement Contractor# l S*1 (ciq Email �^^CC-� �0 cl e u �a�s Cro Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE C ...-I/"`��. DATE I o o g i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER ti DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .Floe Comrraorrfslealilt a, -Vassaclrusetts Dgpaa rhrtert of Inrlastrial Acciderds Owe Of rM..,1fftigaiioras 600 Wash zrgtou Srtreet Boston,M4 02111 • '' `• t4'TVt1?717fls�gftP�l�Irl Wur.leers' Campensai ma Insurance Affidavit:Builders!Canfrac-tctrsMectricianslPlumbers Applicant Infc;►amafraa Please Print LedbIy Dame Business rganiz3tianfFndit nal S'T7 A! ��t b-t'et—+-J a LA c L-7r ZS— t v-( C, Address: 3 o-,c: c-FCo o ' �ityf tatel igc Co ' 5 Phone _Seib - -1 —'ba Are you an employer?Checicthe appropriate bar: Type of project(required): I.A I am a !`�em to v,ith � 4 El °I am a general contractor and I 6. ❑ �v P New constructionemployees(fishand(orpar#-time * have hired the sub-contractors 2.El I am a sole proprietor orpastnee- Usted on the attached sheet:_ I El-Remodeling ship and have no employees. . These sub-contrac#ors ba a 8.,❑Demolition worl-ing for aTIP is any c employees and have wot ere , ��3`- 9. ❑Enilding addition o wpdoaW comp-insurance coIDp.tnsuranml required] 5. ❑ We are a corpmzation and its 1�Q_❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1L❑Plumbingrepairs or additions. myself-[No workers'comp. right of exemption per MGL 13.❑RDofrepairs inomanceregM;*pdl[ c.152,§1(4k andwehaveno employees:[No workers' 13-❑Other comp.insurance required.ji •Any wuc=tdmtchedshox it tma.-t also fMoutthe secti=beIaa shawkr.dieauroliere compwmmtI upoT�pinfarm ion I Homeowners wbo snbmitthis af5dmg-a—tmg they arnd-a.-RU-aic a 4d—him Gum&conhactorsamst mbmitanewafr2davk indicating snr1 rCbntraciors thzt rhwk this bmc must attached sal addilians2 sixeat showing the narne of the sub-ccntrsctars and state whether or not thnse a dties bave employeas.If the sub-cantautneshace empiafees,theymustgmsadetheir workEn'remp.parley numben I aeec art efrtpIv}�r flertt is prm.�eiirtg,n�arkees'con�esra�iare iresrirruica for m}•enipla��ees BeIoav is the policy road job sites iaeforraraiian. Insurance Company Name— Lk rt-2 "Policy-A or Self-fins.I.ie.,4,L MxpitationDate: t -a_A ?ob site Address: S6 15— A-9154 K-3> ci yrstatemp: Cb M t T- ► -- (nF"35 rlt#ach a'copy of the workers'campensalianpolrcy declaration page(shoving the policy member and eSpiration dafe). Failure to secure coverage as requim under Section 25A of MGL c 152 can lead to the imposition of criminal pwalfsesofa fine up to$L5t}a OD aadfor one-yearimprisoumeut,as well as civil peaalties,in the form of a STOP WORK ORDERand afrme of up to$,250-00 a day against the violator. Be advised that a copy of this statement.maybe farwarded fn the Office of Iovestigations of the DIA for insurance covetage mciffcation. "I do hereby re&fj-rauder thepaires andpereawas ofyer'ur),dwtt he ircformatLw;praezrTkd a bare.is tries and correct Sitmature: " Date: Po t r Phone gr- 5 O,fasiat use rarely. Do not wrke in this area,to be wmpleted by city artown officiet i City or Town: PermitUcense if Tsui g Authority (c rde one): L Board of Health 2.Building Department 3.City1rown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Con-fact Person: Phone#: o rmation and lastructiolas Massachusetts Geheral Laws chapter I52 requires aII empIoy�s in provide workers'corrtpensation for their employees. pm -fo this sue,au m1pk yee is defined as."_.ev=y personin.the service of another under any contract of hue, eggress or implied,oral or wtifi " Au employer is defined as"an mc3ividnA partnersbp,association,corporation or other legal eddy,or any two or mare of the foregoing engaged in aJoiat= ,and including the legal representatives ofa deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dweIla?g house having not more than three apartments and who resides themm,or the;occupant of the- dweIImg house of anofher who employs persons to do mafi2tenanoe,construction or repair work on such dweIling house or on the grounds or building appurtenantth(--Mto sbaU not becanse,of such maplayment be deemed to be an employer_" MGL chapter 152,§25C(6)also sues that"every state or local licensing agency shall withhold fhe issuance or renewal of a license or permit to operate a business or to construct bnfldmgs is the commonwealth for any applicant Who has not produced acceptable evidence of cdmtpfiance with the insurance coverage regarred-" Additionally,MGL chapter I52,§25C(7)stales-Neither the cammgnwealfTi nor iiny of its political subdivisions shall enter into any contract for the performance ofpublic workunff acceptable evidence of compliance with the;,,tea,ce•- r f--.nts of tlai s chapter have been presented to the contracting aathojity_" AppHcan-ts Please falDist the workers'compensation affidavit completely,by checl ,�.e boxes That apply to your sitaaiion and,if necessary,supply sob-contractors)name(s), addresses)and phone numbers) along W&thrr certificez(s)of ce. Limited Liab Companies(LLC)or Limited L iabfiity Partn ershigs(LLP)witTino employees oi3i er than i�me inFTSI"� .� members or partners,are not requn:ed to carry workers'comp ensafion insurance- Iir an LLC or LLP does have employees,a policy is requited. Be advised that this affidaTit may bes,hn,�-dto the,DeparfinentofIndustrial Accidents for con6rmafion of insm�ce coverage. Also be sure to sign and date he affidavit: The,affidavit should bc-, -etumed to the city or town that the appficaiion foi the permit or license is being rrgwsted,not the Department of „ . Accidents. Should you have any questions regarding the,Iaw or if you are required to obtain a workers' compensation policy,please,caa the,Depart neat at the m=ber listed Wow. Self-hmzed companies should enter their crose,number an the line. self-;r,cry ce Ii aPProPn� City or Town Of mdals as vided a ace at the bottam l� . The De ar[m.enth sp Please be sore that the affidavit�ca�Iete and prn�ed Iegr ly P Pro of the affidavit for you to fill out is tb.e event the Office of invesdgati ns has to contnt you jegu-dn,g the applicant- Please,b e sure to fill is the permitllicense mnaber which will be used as a reference number. in addition,an applicant that must sabnnii m_uhlple p=:ij icense applications m any given.year,need only submit one affidavit indicating rrtrrent u o]icy ml�miatian if necessary)and under"rob She Addr=7 the applicant should write"all locations in (�Y or be rovide:d to the " _� de,. ' t3�at has be n officially stamped or marked by the city or town may P town). A copy of the-affi vit �Y�P �each applicant as proof that a vand affidavit is on file for fufm 'peumis or.li=mts_ A new affidavit must be filed o year.Where a home owner or citizen is obtaining a license or pmmit not related to any business or commercial venom (ie_ a dog license or permit to bum leaves eit•)said person is NOT required to complete this affidavit; I ' The Of of Investigations would like to thank you in advance,for your cooperation and should you have any questions, please do not hesitate to give us a call The Depaitme fs.address,telephone and fax number: C )-.MMMWMjffiE of Massachnattbs • I�egarbrnent�f yud�iay Arcz�.e�-� Boston.,MA QI II ` f,-L 617- -4900 c-xt 4€l6 ar I-.9 MaR FE Fait 617` 27.749 Revised 424-07 .ma_.s. Wdia. DIME„ Town of Barnstable Regulatory Services BMMSTMiE. Richard V.Scah,Director o�N, Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property.Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize ? � �'��-"'1 �7 ''` `�et � to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature o Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OVNMERMISSIONPOOLS Town of Barnstable Regulatory Services , dr'THE Richard V.Scali, Director Building Division sA STABLE. ' Paul Roma,Building Commissioner m 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityltown 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 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 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 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 to amend and adopt such a form/certification for use in your community. AWC Guide to Wood Construction in High Wind Arens:110 inph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust) ................................ ............................ .................................. ........110 mph WindExposure Category................................................................... .................................................... .....B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories _<2 stories RoofPitch ........................... ..........................................(Fig 2) ........................................ 512:12 MeanRoof Height ..............................................................(Fig 2). ............................ . ft <_33' Building Width,W....................................... ...... ............(Fig 3)............................................. .... ti®ft 580, ✓ .... ......... ..... . BuildingLength,L ..............................................................(Fig 3)..................................................eft <_80' ✓ Building Aspect Ratio(L/W) ......... ...........a......................(Fig 4). ....:...........................................: t�i 5 3:1 r Nominal Height of Tallest Opening2 ...................................(Fig 4). ............................................ <_6'8" 1.3 FRAMING CONNECTIONS / General compliance with framing connections..............::....(Table 2)...........:..................:................................. ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.......................:..............:................................ ...................................................... Concrete Masonry................................................................... ........................................................... .....' 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(Table 4)............................................... in. Bolt Spacing from endfJoint of plate ............................(Fig 5)..................................... in._<6"—12" Bolt Embedment—concrete.........................................(Fig 5). .................... .................... .- in.z 7" Bolt Embedment—masonry...................... . .........(Fig 5)........................................... in.>_15" Plate Washer.......................... .................n................(Fig 5). .............................................z 3"x 3"x VV 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... ./ Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig ., ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................._ft _<d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).............."........................ Floor Sheathing Thickness ..............:.................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening .............. able 2 d nails at in ed e/_infield 4A WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5 ft 510' Non-Loadbearing walls............................. ............ (Fig 10 and Table 5)..........................._ft 5 20' ... .. . Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft _<d 4.2 :EXTERIOR WALLS' Wood Studs ` Loadbearing walls.... ` ............. (Table 5). ............ 2x ft_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 20/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft>0.9W 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).............(fable 6).......................................................... AWC Guide to Wood Construction in Sigh WindAreas: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) Non-Loadbearing Wall Connections Lateral(no,of 16d common nails)............................... able 8 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._ft_in.511' SillPlate Spans ........................................................(Table 9)..................................—ft_in.511' 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) HeaderSpans............................................:................(Table 9).................................._ft_in.5 12 SillPlate Spans...........................................................(Table 9).................................._ft_-in.512" Full Height Studs(no.of studs)....................................(Table 9)..........,............................................. Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Openingz " SheathingType.............................................(note 4)....................................................... Edge Nail Spacing.................................:.......(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)...................................................... _ Percent Full-Height Sheathing.......................(Table 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L ningZ ........................ _5 6'8" Nominal Height of Tallest Ope SheathingType....... .................................(note 4)..........................I......................... Edge Nail Spacing. ..........:............................(Table 11 or note 4 if less) .................... in. Field Nail Spacing.........................................(Table 11). ......................................... in. Shear Connection(no.of 16d common nails)(Table 11)...................................................... _ Percent Full-Height Sheathing.......................(Table 11)........................... ° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................ .......................... ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............—ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= Of Lateral.............................................(Table 12).............................................L= plf Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14). ...... . ...............................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type.............................................I.....(per 780 CMR Chapters 58 and 59)............ RoofSheathing Thickness........................................................................................._in.Z 7/16"WSP RoofSheathing Fastening...........................................(Table 2).......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11, 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Sigh WindAreas:110 mph Wind Zone Massachusetts Checklist for Compliance'(7s0 CB'IIt5301.2.1.1)t 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: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN TNIs EDGE R Em oN FRAhA1NG UM8d NA44 AT6�o,c ' 11 11 11 11 11 1 !I 11 1! 1 Y 1.1 ' 11 11 11 11 11 ,1 I 11 11 1 11 11 11 1 M H 11 11 1 1 ' 1 II 11 1 II 11 N F- • it F ii i4 0 1 , I I � fi i•I� r Z - 1 1 V] 11 t l f 1 II • Ir o !I I I ,1 LI II w !e 7� 11 11 p 1 II /1 Ir uJ 1 ' i if ii i ii 1 ii II 1 " hL4ILSPAGpJf3 ' VA1fEC See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in Sigh Wind Areas:110 mph Kind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)` W 1 i� 1 � 1 • i ; z-cc W 11 It COD iI FRAMING MEMBERS 1 / EDGE 14TERMEDIAT£ • 1 1 1 ' I I ;E ' 3w 1 1 1 1 1 STAGGEREDI3'M •• MAIL FATTE7iN � r PANEL PAWL EDGE DOUBLE NAIL EDGE SPAUNG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Coustruction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so Cry 5301.2.1.1)1 FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a i10 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM 1 oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well,[that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past io to 15 years which has performed well in severe hurricane weather in that state. Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. rl # Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-047693 Construction Supervisor 1 & 2 Family STEVEN P MCELHENY P.O.BOX 460 COTUIT MA 02636 Expiration: Commissioner 09/23/2017 i ��G= C� /�l o���1ac�Zuaetta r ie Tparrvrrao�ccuea a Office of Consumer Affairs&Business Regulation License or registration valid for individul use only GME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: I Office of Consumer Affairs and Business Regulation '.Registration: 57699 Type' 10 Park Plaza-Suite 5170 Expiration : 10/29/2017 Private Corporation Boston MA 02116 STEVEN MCELHENY'BUILDERS-IN;C STEVEN MCE:LHENY r� 56 BOWDOIN RD c_� ,r- - L?��1► M'� MASHPEE,MA 02649 Undersecretary Not valid without signature Building Detail Page 1 of 1 �A G. ! Logged In As: B I.I,I I t 1 I I7 C, Detail Wednesday,June 7 2017 Parcel Lookup Parcel Detail Building 1 of 1 s: Code Description Gross Area Effective Area Living Area BMT Basement Area 1032 0 0 BAS First Floor 1032 1 032 1032 FOP Open Porch 192 0 0 WDK Wood Deck 1 120 0 0 .Extra Features Code Description Units Unit Price Year Built Value Comments BMT Basement-Unfinished 1032.00 26.01 1992 $20,600 FOP Open Porch-roof-ceiling 192.00 49.37 1992 $5,600 Out Buildings. Code Description Units Unit Price Year Built Value Comments WDCK Wood Decking w/railings 120.00 17.68 1996 $2,000 !!pl�I �410 . http://issgl2/intranet/propdataBuildingDetail.aspx?PID=121&BID=126&N=1&NN=1 6/7/2017 Town of Barnstable Geographic Information System June 7, 2017 C 006030 > #10 1n a tfi Oil w N 006063 0060 #666 < #312 tr W lsi. y1 9 (t CIS ^Jl 006031 #30 RD po Z � W 006041 #35 F-r � w C= 006033 #309 006034 #50 006040 O #51 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:006 Parcel:031 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:HOWELL,MARK L&PAMELA J Total Assessed Value:$300100 Selected Parcel Lj 1'=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessors tax parcels. They are not true property Co-Owner. Acreage:0.93999082 acres Abutters bountlaries and do not represent accurate relationships to physical features on the map Location:30 FULLERS MARSH ROAD f f,, such as building locations. Buffer TOWN OF BARNSTABLE LOCATION fzr\?j SEWAGE# VILLAGE CO�V��- ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY , aoa q�kcr LEACHING FACILITY: (type) \ �� c14iwn Q1+ (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by S• �1CCiC.t F 1� ytj_SNUVS�0 NM01 LcoZ Z i Nnr H30ONiaiinEj 'fl38 A� 5 _ CERTIFICATE OF LIABILITY INSURANCE DATE'2o017 a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY,INC. NA E- 150 SAWGRASS DRIVE JAM,NOPHONE • 877-266-6850 FAX • 585-389-7426 ROCHESTER,NY 14620 E-MAIL Certs@paychex.com ADDRESS INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: NorGUARD Insurance Company 31470 STEVEN MCELHENY BUILDER INC INSURER B: P.O.BOX 460 COTUIT,MA 02635 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE:NUMBER: , REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL SHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS TYPE OF INSURANCE ADDL XBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR NSR D (MM1)D/YYY1) (MM/DDIYYYY) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ �LAIMS-v1ADE�OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY =PROJECT=LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL AUTOS AUTOS $BODILY INJURY AU OWNED SCHEDULED a - -. (Per person) - HIRED AUTOS NON-OWNAUTOED - BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per acdiderd) $ UMBRELLA Lws OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS.-MADE _. AGGREGATE - $ - DED RETENTIONS .. $ . WORKERS COMPENSATION AND - - X WC STATU- EMPLOYERS'LIABILrrY STWC885806 - 01/29/2017 01/29/2018 FIR - - E.L.EACH ACCIDENT $ '100,000.00 ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? _ E.L.DISEASE-EA EMPLOYEE $ 100,000.00 (Mandatary In NH) YYM N/A E.L.DISEASE-POLICY LIMIT $ 500,000.00 If yes,describe under - - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER -` CANCELLATION Steven MCElheny Builder Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICEE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) 1988-2010 ACORD CORPORATION. All rights reserved.' The ACORD name and logo are registered marks of ACORD I I f. ! i S I I I _ i I _ _ S i i ��-0 / i "Y I •z �, � i 1 _-. ___.___--_ — .i�'. -;Z>.^•{ r(<r#,v,� v`•:,�,v:" -r:;.,nr� IYY iya la. i ---_ 1riL CUf,l, � 7 , SCALE: APPROVED BY: ,7'_ 1'�.'•• DRAWN BY DATE: REVISED DRAWING NUMBER 16E1M RE1R10 OR IID.100011 CCANigORs I, I j I I , i b I 1 I I v .......... ------------ • I I j I j j� el_' SCALE: APPitOVED RY; DRAWN BY DATE: REVISED i• DRAWING NUMBER • ` 18 A 9� R61IED OII tl0,/00018 CIPMNINf s . i I , -1 I � i • I 0 r.'L-.K.• t i— —.._ III a f 1 s 1 — 2- '; I :-T— I I ' I �� - -- - - — ----_.. -- __..-----�f i, - - -. ail ------ ------------ ------------'----- - ------ I � � SCALE: APPROVED BY: H f� DRAWN BY DATE: `� ! e REVISED DRAWING NUMBER tptl f� Y'Y/Ik9vY0./00l1 CleAYfRs11a - .. BUILDING DEPT. JUN 12 2017 TOWN OF BARNSTABLE