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0116 OLD POST ROAD (CENT.)
. . _ , , � � � �s x � � � i r ! . i � a. .L+ r Y _ 4. e, a . .i.. .. - ' � n G 4 - � .. r .. t n. � ` .. .. ,. r^ .. ., _ .. � n 1 e .. X - - .. r� �I}ti r, .. x # � N l .. c i W .. -. N u .. .... .. p a r � o• - � e _ 1 _ .. �. ., � � ' � Y i e n o Y . s � 51. s ...� .. ,.. 1, _........ :_ .. v.:_: � .,.,,: _ _ m _ u. -. _. 1' - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma - �6 arcef G�� - O�Z �-r ; - p �= pplicatio Health Division 1, 261 Date Issued I J Conservation Division �� Application Fee ( ;&D Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic.- OKH Preservation/Hyannis ,- Project Street Address �I 0 l�� /' S Village Owner e 1c h C, Address Telephone Z — 7 Permit.Request ,1 '� s�� ®. r �k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes cNo If yes, attach supporting documentation. Dwelling Type: Single Family .al� 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.) l 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--LN� Existing wood/coal stove: ❑Yes 41V0 Detached garage existing ❑ new size❑existing ❑ new size rr ❑ existing ❑ new size_ ❑existing ❑ new size ed: ❑ existing ❑ new size .f Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . <- Commercial ❑Yes No If yes, site plan review # c). w Current Use Proposed Use r cri r— APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) - - Name �zY M e Telephone Number -o -77 I d Address s C r e,t t License # 6.1' l"� - Ar % "n")t7 17-g.-_QZe-d) Home Improvement Contractor# Worker's Compensation # LIC Z —31 S' 3�' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE //� ,�G DATE d// -711, - FOR OFFICIAL USE ONLY APPLICATION# _-DATE ISSUED T MAP/PARCEL NO. A ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION .FRAME ac t 15fa4 — l do9 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ! g' S PLUMBING: ROUGH FINAL GAS: ROUGH FINAL nt , FINAL BUILDING ,Gl'�-lo`� DATE CLOSED OUT ASSOCI°ATION'PLAN NO. ' .t L) r[Merr.1 of 1_/7IJLGJtI L'L/ L Lu. i . ✓ _ - Offr_ce of rrGNe.strb�ia�rs 600 Washbl-gion E Peet` Gzfz1 , . ' • rurvrv.rrLass.gov/dia • orkers' Compeusatio>� �nsrt> aidda�t: S3�ttiders/Confiractozs(J:7ec'sicians/�'.Xuzn.bexs MY A Iicamt Iniorinabox� C'lease k'z ntS�e 1�Iame (73usmcSslOr�rurdhDnlf�rLvidua.I). ��� r r �+�) ��'/' r"I ��� � r11� . . Addr c,1.1 �z�G City/Statczip e.»n , ^ .c, �Z6© � - P�1o.ne.#: ���-`��I- Ar e you an etnployer7 ClicEk the appropriate box: Type of project(required). 1.❑ I am a employer rrilh 4• [ 1 am a genera)contractor and 1 6 [ N"cw construction r mployccs Gill and/or part-tune).* ktavc hired the mb-contractors ji tc:ci on t'nc alaached sheet, 7. - _ Rrraodcling WYK 1 araa a so).c proprictar Of prrincr- Thcsc su-b-contractors have ship and have cc w cimploy . 8. ❑ Dcmolitiou worlang for me in arty capaoiiy, employee, and have warkcrs' 9 , n [ Lluilding audi(Zn nrnsurance.k r. p. in [No workeru' comp_. i.nsurauce 10_❑ )✓1cc(aieal repairs ox ad.clztions r�grlircd 5. ❑ Vrc arc a corporatiou and its 3.❑ 1 am a.homcomrx doing all wort; officers havc cxvrc-iscd their. 11.[ P).m:obing rep-,j or ar-IFUE ns rrtysclf [No workers' comp_ zzgllt.of exc-o.ptim per MCY 12_[:]Roof repairs zvc irrsnr.�ncc rcT-I-UGCl_J crs employees. [No��orkrs'J-Lav no 13.❑ Other comp.msucanu rcglurcd 'Ally aprp)ieant that c:hcckc bar.ff1 �vus't LLco f A ovt lfic cccion belowshovring theirwmr,c: ' compc[Lm4oti'po}cy infonTratirni_ t)IomrOwna-r ylno submit thu.affid;`Vif ind ertiizg ffi arr.Being rill work and t}irs hire outr rSr.eanYrn�wrs mug[subririt renew ai davi[indiedlin g such. XCrMLmrtau limit ebcckthis box must alb e)',cd m aridltim-al cb=t ebD-Waig the Warne of the su)rcanlncl'uta and Blatt rrhrt]�rr rrrnot tl�osr eni:i.iics IZavo snployccs. if the sub-conL=-tory h rvc crrrp)oyccc;d r-y marl prut�db Ihcr worY.crs'comp.policy ntcrnbcr. ——1— -- —_ I aw wt ern�aloyer lhrd Ls providLng workers' corrtpen.sation. fr4surrmce.•for Wilt ernpT.ayees $elort u'tltr_1�oltcy and job site info rmatio rc yv/ I:osurranm CompunyNiuuc:_ / ) r O� � ,lax: u-atio:o D arc: Policy#or Sclf i-ns. L ic. tf: U G Z - 3 7 S- 3 7 Z) p � / q `—y—j fob Sitc /address: //-_0 �'l ��S� r Ciiy/Stake/Zip: Attach a copy of the worlcer.s' compcasaidon policy declaration page (showiuff the policy aumber and expiration date). Failure to sceltre coverage a rcq�urcd Yandrr Section 25�.of MOL c. 152 cw Lead to the iropositZan of c�ianizial penalties of a Em dp to S 1,500,00 and/or one-year imprisoaroLnt, as:well. as ei)'il pcnallirs in.the form of a .STOP WORK 0R- DEIZ asl a.fine of lip to $250.00 a day agai)rst the Niolator. Dc adyiscd that a copy.of this sb.tcnacrit may be forw—udcd to the Of cc of: 1_nycstlgations of the)ALA for innira.ncc cc ycrigc — I dahereby certify unrl lFee airs'rrgd penalh:es of perjury.i'Ir.al the i tform-tu5-on provided above'is lme and cancel_ Phone t>" .Offccinl arse only. Do not Write in tifi_r areri to be corrrpl�Ged by city or town offci.aC City or Towa: PermitJ7 icenst:f�— Euuiz ff A uthorit-Y(circle one); 1. Board of Health 2.:[3tdldiag Depa-traent 3. CU7fT0Wxl Clerk 4, Electrical Inspector S. F1u.tnbing Inspector 6, Other •Contact person: _ Phone MassachusctJs Gcncr�] La'�vs Gliaptcz 1)G rc:quares aL crnpauycrs LujIIU)Iu�- rr�,.— - -- - pursuant to this stat Lle, an employ e employee is defind as "...evca)'pcz-son in the scrYicc auotha under r.Lny contract of hue of cxpress or implicd, orat or written:" Au emp[cyer is cic5J7cd as "an individual, partnczshi.p, association, corporation or other legal entity, or any two or more of the foregoing cogagcd in a joint cntcrprisc, a.od including the legal represcntatives of a deceased employer, or the receiver Or trusteo of anindividual, putacrship, association or other legal entity, enoploying employcts, However the owner of a dwelling 4o[1sC havtrig not more than three apartments and who resides thcrcin, or the occupant of the jwcUing house of motJicr who employs persons to do masntcn?acc, construc(zou or repair work on such dwelling bousc Jr on th.c grounds or building appurtenant tbcrcto shall not bccaLtsc o"f such employment be deemed to be iw cmlJloycr." vlGL cbapter 152, §25C o also stales that "every strati or loc.a.l Licensing regency shall withhold the issunnce or r.UCW21 of a License or permit to operate a business or to construct buildings in (be coramonwealtL for any ippRr2pt who )Jas not pro dnced•acceptablc cf-deuce of compliance frith fhe buurauce coverage required." uJI additionally, MGL ohapter 152, §25C() states 'NritbCr tbC commonWCallh nor any Of Lf5 pOlILlCaI subdzvLSLons S1lac ;ntcr into any contract for.the pero:ormancc of public work until accept blc evidence of corsgJli race with the insura-*�Gc cquircmonts oftbis chap tor havc bccnprescacd to the contracting authority." 'pplicants lease Ell, out Lhc workers' compensation affidavit completely, by checking the boxes that apply to.yolrr sit]xation and; i ,essary, supply i;- b-coat actmr )namc(s), acictress(cs) and phone nambcr(s) al Ong with fhci"cr--dEeatc(s) of Lsraranea: Limitcct Liability Corupanics7(LLC) or Limitcd Liability Partocrships (LLP) with no cmplDyeCs other than the acrnbtrs or. paz ln�rs, azu not required to carry worl:crs' coLupcnsation insucancc. 7f au LLC or LI does bavc pployces, a policy is rcquircd. 13e advised that Zhu ifidavit may bc,submitted to the DcparLoacnt of Industrial rcideats for conEam3Rt,oa Df insurzacc coverage. Also be sure to sigzL and date the;2f davit c aE6daYit should rctunocd to the city ox town that the application for the pGrzrsit or license is bciug rcqucstcd., not the Department of idushri.al.Aeci.dcAts. Should you have any qucEC ons rcgarding the law or if you aro rcquircd to obtda a.workers' ,ucpcnsa.tio.0 policy, plmso Dal.1 the DGpartnacut a.1:tllc nurrlbcr lrstGd 17L'1oF/. SCl LTISLAZ d CorllpaLUCS ShDTlld[DtCr t17Llr :1_f insurau '0 JIDCIJ.SC number 0-0the appropri_.Ltn line. -- -- -- -- ity or ToWP Of lcl>ds uuo be s-i that the atfidavztis c oroplctc aDd printed legibly, The DcpiLraacuthas provided a.spact at the bottom a$ldavit for yov to fill out in tltt cvcnt tb.c Otfacc Of ba-Vcsti-gations has to coat�Lct you regarding the applicant case be sure to fill in the per:miVliccnsc number which will be used a_s a rrfcrcncc niLrab I Ln addition an applicant Lt uwst submiL nzultlpk permiUhGcnsc appLica.Liow in arry given)car nrcd. only submit oar, agidnvit incLicattng cuzrcnt J Cy inforroatioa(ifncressary) and under "Job Siic Adclress" Lhc applicaiLL ,hould vaitc "till locations in (city or vA)."A copy of the affidavit that hR—s been.officially st�iUpcd or mazkcd by the city or town ma.y be provided to the plieant as prool'that a valid of 6davit is on file for fuhuc pcaaits or licenSe.s. Anew affida)dt.must be fillet out:each rr. Whtrc a lJomc owncx or citizen is obtaining ci J-irct�sc or.peraut not rrIatcd to any btisincss Dz cozrnncrcia_t venture a dog liccaisc orpermit to buzn leaves ctc.) said persoia is NOT rc cquixcct to complclz this aff-Ldbvit- C Df1cC of lnvcstigaL7ons would IiIL to tha-➢k you in ar1)'&nGc for your coopGratlon and should you have any questions, asc do not hcsi fate to give us a call Dc-pa;trocnt's aAdress, tcicphoac,and fax number. 'rho CbmDionwQz1.th ofMassarhu5as D e lm ent of ladust vial A,cci clQ-,nt5 Dike at'TxtVestiga ans 6Q0 washi gtan Street Boston., MA. 02111 Tel. # 617-727-4900 ext 406 ar 1-V7-MASSAFE Fax # 617-727-774-9 11-22-06 aYwW.m asS. o�T/chi a �0p THE rp� 'down of Barnstable Regulatory Services B.A-RNSTABLE, Thomas F. Geiler, Director v hcw5II� $ �ArE'o}A'd` -Bt ilding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town,barnstahle.ma•us Office: 508-862-4038 Fax: 508-790-6230 Pfope ty Owner must Coniplete aril Sign This Section If Using A Builda X> x, �, =. as Owb.er of the sllbject toroperty � .b hereby autkiorize " '� L°� to act on rrzy behalf, in a1mattets relative to work authotiz:ed.by this building permit application. for: ----- (Ad cb.cs s of j o o l -7j� Sig attire of O ' ex Date Pont- Name If Property Owner• is applying forpM it Please complete the Homeowners License Exemption Poi.-rn on the reverse side, 1 Town of Barnstable 6f7He r� Regulatory Services Thomas F. Geiler, Director « BArtNSTAHL$ ! . TI IMAss. Building Division AT�D �A Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 j�-my,town,barnstabl e.ma.us Office: 508-862--4038 --_--_ _----_--_—Fax: 5.08_790-6230 HoM oWl IER x.ICI N.Sr;EXEEMPTfON Please Print DATE: _ JOD'I-OCATION: ---- -- -- - number sb,cct vill,ge name home phone f work phone# CURRENT MAILING city/town ---- state rip code The current exemption for"homeowners"was extended to include owner.-occupied dwellings,of's.ix units or less and to allow homeowner's to engage an individual for hire who does not possess a license, prl ovidrd that the owner acts as supervisor. DBIrINITION OF HOMEOWNER Person(s) who owns a parcel of land on'which he/she resides or intends Eo reside', on which there is, or is intended to be, a one or hvo-family dwelling, attached or detached structures accessory to such use and/or farm.structures. A person who constructs more than one home in a itivo-ycar 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/slit shall be responsible for all such work performed under t1:te building perixiit, (Section 109.1.1) 11ic undersigned"homeowner"assumes assues responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that.he/she undersgnds; the Town of Barnstable Building Department ts and that he/she Arill comply with said procedures and mixurrrum inspection proced>res and requiremen requirements, Signature of 1-lomeowner Approval of Building Official. Note: Threc-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Codc Section 127.0 Construction Control. STOMEOwNERIS 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 Io9.i,I -Licensing of constmction`Supccvisors);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 arc unaware that they arc assuming the responsibilitics s a supervisor(sec Appendix Q. Rules &Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly ur Board cannot proceed against,thc unlicensed person as it would With a licensed when the homeowner hires unlicensed persons. In this cast,o Superyisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilitics, many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilitics 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/certifica(ion for use in your community. FROM T.Williams Septic Inspections PHONE NO. 508 385 1300 Nov. 18 2006 01:38PM P8 cfs � M1, ar9• p,sf �°x�a � , 4 l oaolFv/ r�.,k �►.: �_ SO s awo • �� •� '/•a: dud,/t Z 14 S if 1 r Pr I � r LEGEND EX M40 SPOT LMEVATION O,tO - - 1 CER a WIED PLOT , PL6.N f ?('a`YiAil� I :�'R;TOUR ----O ;•� '�'`tr, ke 2 FIMl3t-4Kp CONTOUR —�? %�� rt�ur_r,t, V. Ai G?i I •^_A�tD :� M ar.. -' 1 bil►vinas 1�y I Y {}� T� r_ THE PR P 0 IE ''Tctitl ..sD CIVIL � � 1 � w 1 VO Itq ._.Q��—_. � �Nie.�►�%�� �1�t)1Ik� ���� lY ENtfi kEp i ggE��vl.�r�u �� SxII.BY�_ {I 'r►:.t�� �wi"wi T' 'i:'•it zoRlpgj„jkWS` r KEO. t: -6!- aiiKYIoVOR lee -Pom�mzo�nGse � i ;Board of Building Regulations and Standards •HOME IMPROVEMENT CONTRACTOR License or registration valid for individul use only t before the expiration dater If found return to: Registration 158588 Board of Building Regulations and Standards . S Expiration _�2/11/2010 Tr# 264154 One Ashburton Place Rm 1301 ,Ef T t YPe =PaN hip nersBoston,Ma,:02108. W S MA . S.BUIL DIN G SYST STEPHEN BOBOLA ,& r 24 ST. FARNCIS CIRCLE / HYANNIS, MA 02601— Administrator. " tt Not va id w hou t signature ft E Z`r b Fi.. y g g�� • i ;ry �: " Bod of Buil'dinoand< taarar ds s Constrict nSuerv►sor License r STEPHEN � s l 24ST FRANCIS C R ; $ ,.. rf+.x `� ry"� ks`.`Comm-swne �HYANNIS MAgR0260yE s,s .-1`'�..�� e3�s`',�..§�+57"SF� sT�A�.�3i�� 4� rk'^"7_�t=• J s I�+:l � Massachusetts CI�e.c.l' l.ist foi- �onjph�z1ce (?ao cn-i>zs3oi.z.l:i)' Load bearing Wall Connections �. Lateral (no. of 16d common nails). ..............................(Tables 7).......................... ........... ........,..,... Non-Loadbearing Wall Connections Lateral (no, of 16d common nails)................................(Table 8).....................................................,. �L Load Bearing Wall Openings (record.largest opening but check all openings for corfiplian fable 9) Header Spans ....... .:......I........(l able 9)....................:.............9 11 in.s 1'I' .T Sill Plate Spans .... .............,........................ Table 9( ).............................. �ft n. 5 11' ............ .... Full Height Studs no, of studs ..................................... Table 9 Non-Load Bearing Wall Openings (record.largcst opening but check all openings for compliance to Table 9)' HeaderSpans...... ............... ......................................(Table 9).......................I.......... ft in. s 12' Sill Plate Spans.... ........ (Table 9)...............:..................,ft in.s 12" . Full Height Studs no. of studs ..(Table 9).......................:............I.................. Exterior Wall Sheathing to Resist Uplift and Shear.Sirnultaneously, / Minimum Building Dimension, W •✓ Nominal Height of Tallest Opening z ............. . .. �-6 s 6'8" Sheathing Type . ..............................................(note 4).. .:........... ................................. Edge Nail Spacing................................... (Table 10 or note 4 if less)........................in. • Field Nail Spacing �Z,.irr' (Table 10 Shear Connection (no. of 16d common nails)(Table 10).....I......... fod� Percent Full-Height Sheathing.......................(T:,ble 10)...........................:........,............... n/� 5%Additional Sheathing for Wall with Opening > 6'8".(Design Concepts)..................... / Maximum Building Dimension, L 6'13 ✓ Nominal Height of Tallest Openingz........................................................ �.k ! SheathingType..............................................(note 4)...... .....................................•-:.... Edge Nail Spacing.....•......................... ..........(Table 'I 1 or note 4 if less)........................jUin. 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.Opcning > 6'8" (Design Concepts)... ................. Wall Cladding . Rated for Wind Speed?................................................. ....... ....................:................................... . 1 ROOFS Roof framing member spans checked?.........................(For Rafters use AWC Span Tool, see BBRS Website) (Fig ure 19 ft 5 smaller of 2' or L13 Roof Overhang ...........:.................................... g ) ........... �— Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors q Uplift................................................(Table 12)......:.....................................U= Lateral ..............................................(-fable -12)............................................_L=/7_plf _ Shear..................................::...........(Tab)e 12)......•:......,.............................S=:77—plf Ridge Sirap Connections, if collar ties not used per page 21... (Table '13)...............................T=�plf Fi Ure 20 ft s smaller of 2' o U2 171 Gable Rake Ou(looker..................:.:......... . (-g ) .......,.....— . Truss or Rafter Connections at Non-Load bearing Walls Proprietary Connectors ...(-rable 14).. .....U= lb, Lateral Uplift...............................:.........•. . ................................ _ Lateral (no. of 16d common nails)...(Table -14)............................. .......L =�1b. Roof Sheathing Type.............:..:..................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness ...........: ...:........... I............'.............. ............,................._�Ilin. ?7/16" W5f' „ Roof Sheathing Fastening....... ............:.......................(Table 2).....................:...................................( s: This checklist shall be mel"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 rnet in its entirety then the following metal straps and hold downs are not required.per the WFCM 1.10 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 ixception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing equirements shown in Tables 10 and 11. -he bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.' i Nlas'S«c��Yl�cl`ts C �zec�c.1>s� �'0y �'0111I .11-11CC (780 C1fft530f:Z.l.t) Check Comptianc 1.1 SCOPE - WindS eed. .3-sec. usI ................................... .......................... ................................................ 110 mph V1/ind Exposure Category............ .............................. .................... ..... . ... . . .............................................B Wind Exposure Category ....Engineering Required For Entire Project ...................... 1.2 APPLICABILITY Number r5f Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 stones 5 2 stories Roof Pitch ...:.......... ...............:............................................(Fig 2 -- iZ s ( 9 ..............I..... 1?_:12 ...../. - ft 5 33' Mean Roof Height ................... ..........................................(Fig 2)........... ...... ................ .. BuildingWidth, W ......................:........................................(Fig 3).............................................2J- it s 60' -- -Building Length, L ......I-,............... ...............I............... (Fig,3)..,.........,................................ _ ft.s 80' ..................................... Fi 4 . �• -< 3:1 Building Aspect Ratio (LNV) .......,.; (Fig )................:.............................. .+s-< Nomin)al Height of Tallest O pcnin 1 .......... (FigZI • •• •jl -- 6 1.3 FRAMING CONNECTIONS General compliance with framing connections.:..................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 760 CMR 5404.1 40 Concrete.......................... ............................................ Concrete Masonry :.......... ...................................................... 1..2 ANCHORAGE TO FOUNOATION1.3 / 5/8' Anchor Bolts:imbedded or 5/8" Proprietary Mechanical/anchors as an alternative in concrete only r !/ Bolt Spacing-general ...........I............................:.(Table 4)...............................................� n — Boll Spacing from end/joint of plate .................. ..........(Fig 5)....................................— 5" - Fig Boll Embedment- concrete..........................I.... ........• Fi, . ........:......:,....................... _ _in. 1 n r > Bolt Embedrneril - masonry..............:.:: ............. . .. . .( g ). .. - - (Fig _- 3 x3 x / Plate Washer............................................................. ( 9 ).................. .1 FLOORS Floor framing member spans checked ........... ...................(per 780 CMR Chapter 51 ....... . Maximum Floor Opening Dimension....:.............................:(Fig 6).............. .,....... ........:.............:.,. fl 12' Full Height Wall Studs at Floor Openings less than 2' from Exterior Wal! (Fig 6)............:.........................• d9 Maxirnum Floor Joist Setbacks Supporting Loadb.earing Wails or Shearwall ................(Fig 7)..................................................... T fl.< d /d/�2 Maximum Cantilevered Floor Joists hllAl Su ortin' Loadbearin Walls or Streanvall................(Fig 6 fit ._. d PP 9 9 ( 9 )................. .......I...... ...I.. ......... .._ < t/ Floor Bracing at Endwalls....................................................(Fig 9)...................................:....................... :........., Floor Sheathing Type .......................................:',............... ...(per 780 CMR Cha ter p 55).. ........................ ....in Floor Sheathing Thickness .................................................(per 780 CMR Chapter u5 . Floor Sheathing Fastening .......................................:..........(Table 2).._3_.d nails at__6__in edge /j:Z„in field 1 WALLS Wall Heigh( r . ....... F 10 and Table 5 ............ fit s 10' • Loadbearingwalls..........:..........................:........... (Fig )...,........... � • Non-Loadbearing walls .................... ...........................(Fig 10 and Table 5)......................... _ ft 520' Wall Stud Spacing (Fig 10 and Table 5)................... in. <_24" o.c. WallStory Offsets' ........................................ ...............(Figs 7 & e)............................................ fit _< d ? EXTERIOR WALLS' Wood Studs Loadbearingwalls........................................................(Table 5).............................._2x ft4in. Non-Loadbearing walls .................................................('table 5)..............................2x4-_�7_f __6 in. Gable End Wall Bracing i Full Height Endwall Stud. ............. (Fig 10 : ...... WSP•Atlic Floor Length.................:...........................:..(Fig >_W/3 11).............s �fit...................:.......... - Gypsum CeilingLength if WSP hot used F! 11 ft.� 0.9W and 2.x 4 Continuous Lateral Brace @ 6.ft. o.c, .. (Fig 1 I)............................:. ......................... ..... or 1 x 3 ceiling,furring strips @ 16' spacing min. with 2 x 4 blocking @ 4 ft.,spacing in end joist.or truss baysy_ Double Top Plate '. Splice Length ......:.:..................................... (Fig 13 and Table 6)...........,,,........... �� fit Splice Connection (no. of 16d common nails)..............(Table 6)........:.... _^ r AC6dd E. Brdntan, P.E. OL or Pro 'nwqmart --02637-0361 g.T-1 C_U� 41 \A C 2. 7r ,T ®, bQ L e7. Nt D N rye v jz uc 4 � JAN-99-2ab9 bti:by rrt NARROW DRACINO OPTIONS FOR A FYLLX SMEATMED HOME Because fully sheathing a home with plywood or OSB creates a rigid shell structure,the APA Want+N.ili ►t���'ii!c�ir:'t,,` nu tr,, continuously sheathed method,referenced in Section R602.10,5 of the 2006 IRC.solve the prohlt m of Imctttti;ttnlc riya::rai :it. while permuting narrow walls. The IRC R602,10.5 method allaws for wall segments as narrowx, 24 tnrh: bill i;,t•;tl'A N:tPf,nt Wall Bracing Method takes the concept a step further with a configuration that adds enough struc:t,r:d mipru�rt to ,:;wy rriiv; bracing width to 16 inches,Both methods can be used all around the house at garage,window and door arrn,r.l :, ain:_t a nwrc pleasing appearance both inside and out.Table] summarises minimum allowable bracing uidih�f,cr-uitrd 1)%.i'u 200v 1Rt:,210r. with the APA Narrow Wall Bracing Method. TABLE 1 ALLOWABLE BRAONG SEtiWW VWMHS MR FULLY SHEATH®140MB mWarvert Width of Browd Most Opine flrvcing Wan sgmt fW Vku"Vid of: Height Nat to Conswvction 8 fowl 9 ferM 19111101111 taw Brotsed Wei Inc 11602.10.5 32" 36' 4W 85%of watt height (ee IRC for Lmitodone) 24' 27" 30• _ 65i of tnON IwipM '- A!'A baftm Bracing Method ib" 18° 20" ohm tsee,ft um 1,3.4) a}l The mini nue.Wdrh of'- wan-cm-to the Aft Me hod is baW an die height hwn die coo of Y'� _ •a haade ro baton.d cal erne,m dtewn in fiche 1,hemmq rwdt m a bip�v,pQ,ewer ise trd6 an '� ' cap •ti;i:i= of the"odw,bur A don nw oKW dne%@4N vied to der mdn.N•e twirtintvm brecad•.eN trepnnNN r•idlh. O The APA Narrow Wall Bracing Method permits 1&inch--wide bracing sgpents new to most envy doors and windows. Q 6r 0 Using IRC R602.10.5,bracutg segments can be as narrow as 32 inches wide next to entry doors and 24 inches wide neat to most windows.No header tnttentaons or special nailing schedules arc nctessaryt ©Builders can use 16-inch-wide bracing on raised wood floors including those over basements and crawl spaces•on second and third stories and in swooms. ®Builders can easily utlhtc designs as mirtow as 16-inch-wide garage return walls without using etotic syxaw or foundation hold-down devices,The APA Narrow wall Bracing Method is permitted in Seismk Design Categories A,B and C matt to garage decor openings,with up to one story above,in the 20061RC,see IRC Table R602.10,5 footnote c.Approval of other applications•as shown in this brochure,is pending IRC apprmal,but in the interim IRC Section 104,11 may he used to permit use based art testing cnmplcted. : Note:Drevnngs art tot 1111MM vt gtn"es onn:Use Figum 1,3 and 4 and time IRC for emstrveuoe Bracing }detaik and huauttn 16•us. •• n9 Best •. to entry doors . - ••• . or window I :.AN Kn-a. •� Wuii Bic;-it! of T ® D�NI v BI .4 E' a • ��s$i ua I JAN-09-2809 08:03 PM P.02 CONSTRUC"ON DETAILS FOR THE APA NARROW WALifL BRACING METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY SLOCK FOUNDATION Outside El"ien Side Elevation Extent of headw(two braced wall t egm ants) �—Extent of header(one braced wall segment) Top Plate continuity is /required per R602.3.2 11 MI&.K 1.1, eN";,y�Y�;'S� 1 . •, h-a°thJ'neT filler .t :to 18'(rmished width)— 1 16d sinker nails fasten sheathing to header with 8d common %i nails IDA 31°x 2.1�l2)� *grid�opnd a6rn os shows �� ! in 2 rows •• �;� �; in 2 rows and 3'o.c.in all %)to_ `i3° (� o.c k +� 1.0D0 lb.heade%ta•irtck-ltudsttop k K on both sides of opening ;f 1,00016 header. Max (invoil on backside ct shown on to-l�k-sNd shop Side Hetorion,Ref,►o.LSTA24) I: Y an both sides Min.12)2.4 typ, 7' of opaannyy IRA It portal splice is needled it shell B►aaadwvn �� " No.LSTAZ6) occur within 241 of mid-hegtM, per ' Mocking is net required. 1t602_10.5 3/8'min. thickness wood Min.width btsed an b 1 No,of/ ': " tdrucutrol panel it •7 ;, height-w-idth rade:nor ; , :7 I°`. sheadlung jac. : osotnple:I e min.for E height, per bblo :`(�tik'�r' .,:?� '•: „ 20'fw I&lWgM,etc. R502.5(1S2) •� Irk. e.._ ••±ate'' "n.2V*x3f161 plum wallito •: `'' — Anchor slob per A103.1.6 TM `-fowtdenon per Code owe M" 1ns+vte.s pni-wi ntott W-1 ents ttttual to or wow then the pmvw noilR Not to toot i Note:Thu narrow wail bracing seguieet.nux:s the inknimunr requrremrnt5 for wall btsemg FIGURE 2 (raeldas loads In the plane of the wag).Tat budiding deogner shouW determine with ape. EXAMPLE OF REQUIRED OUTSIBE CORNER DETAI PC R6o2 10.5) dRe details ere neettaarp to•proAde a complve fold path for ttsm&thu btacuts to the stmentre At Connate,eenrmct tiro , two ttnolla w 16d noll at 12,o.e. audined in 04 d*Wl to prtwide tweifuming restraint. /"•Orientation of stud in"voty / Gypsum.when required,installed in accordance ' with(RC Chapter 7 Wend structural panel � ® CIA e ._R --h .op ISTE tca tt i • �Ffsl©del �•"��� THE ipk,� Town of Barnstable BARNSTABLE. Regulatory Services MASS. 059 ,0� Building Division piFD MA'S A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Fir?"rv%t j Location t)f d eos 4- 12c! Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: .A rr,r..a w c C'1 i a; D�M•5 s 1 n c �orw- /'Z�fit-C� Y-d . c�`Ft con.✓e[.ct�E/►. C� J ► � r I A=r 4,r.S /3nf S SI x. 4 1 yU3y Please call: 5/08-862-4038 for re-inspection. Inspected by ! _.,-Z— Date EL i RU r 3 l IST ��` t s PQ�ttS'(e - O�Y. U Y?�;•1'.:n l � 1 31�'MA ��,.-- ----�j Garage Portal Systems AJ c.Y•�f 3)S � �: �j I ��lj:�s �•'d'�.E!•vY5 '��IF �! 1 i !i _Sc_OiOt! ��i( •�-�•W1t i . 'F =re��. ._-. GA.�, - ,�._.�.. ,.ter' . •: :. VIC Y,f-I 1 7r x 10 'f"[--FAI�t •T� F 1 1 r o El Vft .,eT. zxg f'/_ _ E --i - T o,cA m ..._. �. j.1e'�•l. fjt6!o.aG 1./e�l4v.r _ '-. .. I , r H U O TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C� Parcel U %l — 01- Application# _] Health Division d Conservation Division Permit# - Tax Collector Date Issued L4 J Treasurer Application Fee Planning Dept. Permit Fee *Y0 Date Definitive Plan Approved by Planning Board y�3�67 Historic-OKH Preservation/Hyannis Project Street Address �j � (9 / � -S Village C e- n :L r 112 1 1-c Owner Xla `b Address 9 Z -��,✓���fi e. r� ,s„ t Telephone 0 2 — Permit Request (,e r, 5: L4 L� r 0C Square feet: 1st floor:existing 2—Proposed 2nd floor:existing 1?3 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �O b Construction Type L,X. Lot Size I. Gfl D Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes T 0 On Old King's Highway: ❑Yes o Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Z Half:existing / new Number of Bedrooms: existing .3 new Total Room Count(not including baths):existing 7 new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ,C filo Fireplaces: Existing Newer Existing wood/coal stove: Liles c to v Detached garage existing ❑new size Pp _ —existing ❑new size existing ❑new size AtWGh@d-gauge;❑existing ❑new size ❑existing ❑new size Other: <sCD Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ c. Commercial ❑Yes A(No If yes, site plan review# Current Use Proposed Use _ BUILDER INFORMATION Name y ' �-- Telephone Number Address License# Home Improvement Contractor# y , Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING ROM Tf PROJECT WILL BE TAKEN TO SIGNATURE i DATE /Z, / ° F FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ! MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL • i i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT T ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts Department of Industrial Accidents _ Office of Investigations d 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensatidn Insurance Affidavit Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organizatio&lndividual): . �n Address: City/State/Zip:�c�.—,,\2 , ok--•,. �(''� � Phone.#: Are you an employer?Check the appropriate bog: -Type of project(required):. } 1.❑ I am a e to er with 4. ❑ I am a general contractor and I � y * have hired the sub-contractors 6. []New construction . employees(full and/or.part-time). 2.❑ I am a'sole proprietor or partner- ' listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g,. ❑Demolition workingfor me in an capacity. employees and have workers' yt. 9. ❑Building addition [No workers' comp.insurance comp,insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3 I am a homeowner doing all work officers have exercised their ME]Plumbing repairs or additions ' Vmyself. [No workers' comp. right of exemption per MGL 12,❑Roof repairs insurance required.]t c. 152,§1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fil out the section below showing their workers'compensation policy infomnation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors bave employees,they must provide 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.#: 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under poi and altie perjury that the information provided above is true and correct. . Signature: Date: G Phone#: e r Of use only. Do not write in this area,to be completed by city or town offrciaL City or Town: Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and. Insttuctions _pm} 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 rep esentatives of a deceased employer,or the TPceiver nr--of an individual,partnership,association or other lea entity,employing employees. However the owner of a dwelling house having not more than three apartments and w o resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,co ction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of sui h employment be deemed to be an employer." MGL chapter 152, §25C(6)also stat s that"every state or local licens' g agency shall withhold the issuance or renewal of a license or permit to'oper`ate a business or to construct uildings in the commonwealth for any applicant who has not produced�acceptable� evidence of compliance 'th the insurance coverage required." Additionally,MGL ohapter 152, §25C(7)states"Neither the common ealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until'accepT.ble evidence of compliance with the insurance requirements of this chapter have been presenteditoo the contracting auri; Applicants Please fill out the workers' compensation affidavit completely,by c Irecking the boxes that apply to your situation and, if necessary,supply sub-contcactor(s)name(s),address(es)an hone umbers) along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited L bility artnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compemsa' n insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit n a submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure t �ss,ign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.o Nense is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the lawyr.if you are required to obtain a workers.' compensation policy,please call the Department at the number ' ed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly The Department �s provided a space at the bottom of the affidavit for you to fill out in the event the Office of Inv stigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will a used as a reference nuber. In addition,an applicant that must submit multiple permit/license applications in any ven year,need only submit°one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write'it locations in (city:or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or'commercial venture (i.e, a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in alvance for your cooperation and should you have any questi ns,__ please do not hesitate to give us a call. ti The Department's address,telephone-and fax number: e COMMORW L of Massachusetts Depar€memt Q£IndusWal Awidents Office of Investigatiow 600 Washingtofi Street; Bostm,MA 0-2111 Tel. 617-727-4900.ext 406 or 1-$77-h1ASSAFE Fax 0 617-727-7749 Revised 11-22-06 wwwmass.guldia T1�E i V T T &A v• r..:�. .. Regulatory Services Thomas F.Geller,Director. -MASS, $ 9 ,s3B• Building]Division �pTfD �' Tom.Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.town,.b arnstabl e,m a.us Fax. 508-190-6230 Face; 508-862-4039 permit no. Date • AFF aDANU HOME IMPROVEMENT CONTRACTOR LAW •SUPPLEMENT TO PERMIT APPLICATION NIGL c, 142Arequires that the"reconstruction,alterations,renovation,repair,inodemization, conversion, �rQyement;removal,demolition,or construction of as addition to any pre-existing owner-occupied b-alding 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 certai'1 exceptions,along with other 1 1eq�•�ents. , i Type of Work; �, . Estimated Cos���� Address Date of Application I hereby certify that: RegistM6gn is not required for the following reason(s); ❑Work excludedby law ❑Job Under$1,000 []Building not owner-occupied �wnex pulling own permit Notice hereby given that, OWNERS PULLING THEIR OWN PERMIT ORbEALING WITH UNREGISTERED CONTy ACTORS yOI�APPLICABLE HOME IMPROVEMENT VORK DO NOT HAYS ACCESS TO TEE ARBITRATION PROGRAM OR GUARANTY`MM UNDERMGL c,142A. SIGNED UNDER PENALTIES OF PERMRY I hereby appl r a as the ent of a owner; ' Date Contractor Signature. , RegistrationNo. Z �� OR Date Owner's Signs e (Z ti*rpfiles.f5rms:hameziiidav gey: 060606 1 � N koT r V � 7 q- �✓ -f- ` � Vj LOJ q � 134 �-7.� Fes. J RWAKED Sm.�Y GA:1� WIaOD�• " ► � p A.Dv/770N PV 5 T /z o D �vac./c CERTIFIED PLOT PLAN ^IoT�, EX/STi/`l G BV1 .D11V G- 7-0 Be DErnaL/sNEd 4ND LOCATION //6,�au�c>oNEw�T��uG f- EV71FA r�D �ovHDPgno�. P��/p ?s7", NOTE:Tffic P20/F/Z TY Do ES NON �+�L lvrTNir�q ,�/Gy - L SCALE /. . � rD�. DATE . N*ZI*ftD =Z�.Z>zonr,5, ZOVe "c_)AS s'/oC&.) any Going»c1i✓lTY.�ft/Y�z NO. ?5-aoo/_ 0a o sG �I�P PLAN REI`EERENCF L9n!�i 3i41z wSR � . 7iisED �vFvsT r cr i 9Bs 6Y E. .n. � ,[�c,� �s. 'pa-a ui1ua, " cz CEv rZc F?zpArnIeAd-- z 15'�9.�/, c�p�coosycsL�s. ys zN !r15� s �'LgwBtt, �;SZ p� f3 %:P� rv� ffDusEG,! . . . . • . . . . . . . . �`` �. I CFRTIF1f THAT THE o`a i tiG SHOWN ON THIS PLAN IS T THE GROUND . g L E m AS SHOWN HEREON • � U �NEWTON ,A 17030 O /STS 41.1 � DATE . , PETITIONER: SUR A W3TyA/44o�,�1If}-S S REGISTERED 1A1NO SURVEYOR 3'7 ,h bet .__ pp u ID- F,a, -.�,..�..,..a.........:.,.�. w..»... M..,,,....�., ",.< >«- ..�.«... �'✓B G} <6...._wwir ,G L.�h Y)"�- T v e!r �.m p 2 ry t` 9 i y ..per,...—.w:+...a.», .,a...r.-w, w..:,.:s�n.rnrw:n /�® .. ,...�^m=•u+,xi..-..ma,-*�. .,m::rv.aw�,m. ..,w.,.+e.u�a�..�..une... �'«.�� ., A,�v��,�p.��� __ ...���:6 dG �,,�,._.. �_�"�_`n..:.�' �_..�:�:.����,a�� ��-�t:..� �.:w.�"���.� �..,1����;►_..�Y � N�.� ,�'.:�,e.,.�.3�.�'"� `'�`I,`�.� 0 Us. a �. ,,,:.:?::..., .. � .�� «.,.,.,,w•�'�M»u9r.«.�.w'+.�,�,�n„��1.�, �..,....'..,.v„s�.��n?L".�..:j..c.-. ..sn1l.�,..SR: ,.,«w�n`N': �.n.,,�rrwtiewy,wnrs+urrem�n:..iw.,00-�ac.,v Re L&� ,- „ t . if .....,......._...-....--....,.,,..�._... ... _...__.....,_.. + � S .1 S .�M1�� ..'Y e__ , �� +. �",i.... �; ' „r.ru n� � _,......,...... :.,,.............w...�..............o-..,. .,. ....�... I k r y �t r Town of Barnstable Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director Y etas. �+ �A 1639. A,� Building Division rFt)MA'I 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/z l 4 JOB LOCATION: number J street village village .HOMEOWNER": e�JPi f C✓Y h G ei c3 d r7Z� cam..V_7 name q 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 inspecti n roce ures and requirements and that he/she will comply with said procedures and requireme ///61 Signature omeowner 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 t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 1 � ' i �oT Z I 4 4 i q !34 1}7 -P �Ry- - _A1 bLD PDST Iz o4D vac-,c CERTIFIED PLOT PLAN ^07WE. EX/57-/1yG' 51111-vla16- TV Be pErl1®�7SHE6 f}ND LOCATM ;P St/ic7D�E.X75T6NG E5VrV1Vt7&D OC)AaPP 77DA.). A407-45 7',4� /OaO/1,571z 7Y Do ES NO7- =4"-WrFMOa q 1�15# SCALE . ./ �.���. DATE . N i92D >=�avo zoN�- Czo�v6 "c'> Rs s+/ocua� a�v PLAN REFERENCE Lo ri 'h J pf9NEL Mo. ZSdOo/- OPT oSG P />sE� .4,vFvsri 15 i-j8s SY E. .n.fq, � i �! t�s. �rz �u>c c»g9r►. . rzI ��i�...Z o� Pcc. g 7- Z - !s�9'�/. CA�?�C.�?� . ,p, s��s•� s o , orb yG�. I CERTIFY THAT THE �-57? )4F . . . . . . . . . . g L SHOWN ON THIS PLAN IS TED-'f THE GROUND . . o N TON N AS SHOWN HEREON 14 .170 /STEM, No su�'I�' DATE PETITIONER: W�TyfIlOV7�� /�S• • REGISTERED LAND SURVEYOR . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a77C� 0 Map c�?D Parcel O 87460 Application��� �C'�J��� Health Division Conservation Division Permit# Taz Collector Date Issued Treasurer Appkcaflip Fee 00 Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 014 �s Village Ge., Owner v fi Lh C. Address Z� ��,���, ��� Telephone Permit Request ,h �! c , T-I'` u r�o .-.�e, a e 1�0 E�! /� ell e. 1 h Square feet: 1 st floor:existing 7 0 proposed //16 2nd floor:existing proposed 9 Z 0 Total new /z d 0 Zoning District Flood Plain Groundwater Overlay Project Valuation /7 S,, 0 U Construction Type Lot Size 3 / . 0 $ y Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure V Y ,,f Historic House: ❑Yes 4No On Old King's Highway: ❑Yes ❑No Basement Type:*ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 7 8 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 t 4: ' Heat Type and Fuel: as ❑Oil ❑Electric ❑Other ` Central Air: ❑Yes ?WNo Fireplaces:Existing New Existing-wood o I stove:�U Yes `�(No Detached garage;'"existing ❑new.size �v' "existing ❑new size Brr'Ll xisting 0 new-size Attac e:❑existing ❑new size c:❑ O existing, tnew size r'" Other: Zoning Board of Appeals Authorization ❑ Appeal# '+ Recorded❑ Commercial ❑Yes Jo If yes, site plan review# �" 77 Current Use �� Proposed Use ,- _ BUILDER INFORMATION Name At15e. 4/,Y r r Telephone Number Address //j< s-71 License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ' SIGNATURE DATE 9 A 7/o d FOR OFFICIAL USE ONLY n - PEFMIT NO. ' P DATE ISSUED ,� a MAP/PARCEL NO. C 1 c f ADDRESS VILLAGE OWNER DATE OF INSPECTION: L y-'ED j'123107 S FOUNDATION tv FRAME INSULATION ?= 71o'P' J`` ? FIREPLACE ELECTRICAL: ROUGH FINAL s - r PLUMBING: ROUGH FINAL JJ P sC GAS: ROUGH FINAL 4 FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. 3, �INET TOWN OF BARNSTABLE Building . °�► Application Ref: 20064686* BARNSTABLE, * Issue Date: 12/11/06 Permit y MASS. �p i639• Applicant: LYNCH ROBERT E JR Permit Number: B 20061953 Proposed Use, RESIDENTIAL Expiration Date: 06/10/07 Location 116 OLD POST ROAD Zoning District SPLI Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 209087002 Permit Fee$ 717.50 Contractor PROPERTY OWNER Village , CENTERVILLE App Fee$ 100.00 License Num. OWNER Est Construction Cost$ .175,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY HOME AFTER TEARDOWN THIS CARD MUST BE KEPT POSTED UNTIL FINAL =INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LYNCH, ROBERT E JR 'BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL A•:: Address: . 92 KENDALL AVE INSPECTION HAS BEEN MADE. ;F FRAMINGHAM,MA 01701 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY.OR SIDEWALK OR A (PART Tf-I -1-1719RJEMPORARIL,X,ORTERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED.,UNDER THE BUILDING CODE MUST.BE APPROVED BY=THE JURISDICTION. STREET ORALLY GRADES AS WELL'AS DEPTH AND LOCATIOMOF PUBLIC'SEWERS MAY BE OBTAINED FROM DEPARTMENT OF PUBLIC WORKS..,;,, THE ISSUANCE OF THIS PERMIT'DOE.S NOT;RELEASE'THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: Ei- 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 VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. . PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND.(as set forth-in MGL c.142A). .» a e' tx BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Z. 6,/(6 7 1 lop/ 1 r r �.I7 � � C 2 0 Seib TR�"'r C �' 23/6'7�0-- 2 �,a��fF ? ( /y 3 1 Heating inspe on Approvals Engineering Dept f Fire t - 2 Board of Health r —\ The Commonwealth of-Massachusetts Department of industrial Accidents Office.of Investigations. 600 Washington Street Boston,MA 02111 '°,M 5••'' www mas&gov/dia Workers' Compensation.Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Orpnization/Individual): ®S �e r_ L_ 4 h C �r Address: �r✓�i��, 14 vt,. = City/State/Zip: tC�"!jzJ A,r'n �"i'� Phone#: S..O' g7 Are you an employer? Check the-appropriate box:. Type of project(required): 1.❑ I am a 4. El am a general contractor and I employer with * • have hired the sub-contractors 6. ❑New construction employees (full and/or part time). 2.El am a sole proprietor or partner- listed on the attached sheet $ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor mein any'ca aci workers' comp. insurance. 9 p ty. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 101-1 Electrical repairs or.additions required] officers have exercised their I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: `• ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new aff davit indicating such. tContractors.that check this box must attacbed an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site information. Insurance Company Name: Policy#or Sells ins.Lie.#: Expiration Date:' Job Site Address: 116 Q/W /06154 ��e� City/State/Zip: Ce,4,r z,, Attach a copy of the workers' compensation policy declaration page(showing the policy number andexpiration 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 forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifyyundepins pe ' s of perjury that the information provided above is true and correct Si atare:. Date: Z (} 6 Phone#: a Of cial use only. Do not write in this area,to be completed by city.or town offic&L City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i _ 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(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence.of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,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 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 we 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. ro riate line. self-insurance license number on the appropriate � City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"*the applicant should write"all locations in (city or town)."A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is-on file for.fixture 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 like to thank you in advance for your cooperation and should you.have any questions, please do not hesitate to give us a call. The Department's address,telephone and,fax number: The Commonwealth of Massachusetts . . Department of Industrial.Accidents ..Office of Investigations ,. 600•Washingfon•Street ` Boston,MA 02111. r Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727,7749 Revised 5-26-05 www.mass.gov/dia I pF 14E,, Town of Barnstable ti Regulatory Services ruxriSTAB ` Thomas F.Geiler,Director y WAss. ��Eo 03q. a,• Building Division r g Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMTROVEMENT 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: WC_ '>14 , �d/t Estimated Cost ��Si e-0 Address of Work: //,o t9 Owner's Name: oz e z e. c ✓h G 4 Date of Application: / / Z 7` e 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 'gnature Registration No. R= Z .7 /d Date 0 s Signatur - Q:wpfiles.forms:homeaff day Rev: 060606 Town of Barnstable y�P�OF THE Regulatory Services + " Thomas F.Geiler,Director STABLE. y Mtnss. ,g �p 039. .m wilding Division lfc �s 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: !�Z 7 X, ,( JOB LOCATION:_ //1 Q/ l,0 ,S 7L / number J / street village "HOMEOWNER": ofe n �TJ [ ✓A. SU a—'�'7 S— O/ZS name L home phone# work phone# q�7 CURRENT MAILING ADDRESS: / (v /C K YI d(/4 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 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 roce res requirements and that he/she will comply with said procedures and requireme Signature f Homeowner Approval of Building Official Note: Three-family dwellings containing 35,600 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 t °FtHET° The Town of Barnstable F De artment of Health Safetyand Environmental Services BARNSTABLE. • n MASS. j� t639• ♦0 ArFD MP� Building Division . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection I-0 m e Location ��� �vs 4 1? Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: r� 06( /) fc4ed ct S�ztr3 /'' Jlor � S f ) 1 ``/ � r 4 A Please call: 508-862-403-8 for re-inspection. Inspected by �, r Date7��7 J ��` dV Lem 17 lJ � 1 i 3 nvi N A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide , TjxPert. + + See Trus Joist Framer's Pocket Guide for Product Trademark Information P&gBItl,MM - 1 �� JOB COMMENTS CREATED BY �_ STEVE BOBOLA�1 �r MID-CAPE HOME CENTER LYNCH 465 ROUTE 134 SOUTH DENNIS 116 OLD POST RD South Dennis, MA 02660 t MARSTONMILLS MA Y 508-760-4410 FAX: 508-760-4559 A3 ' O SYMBOL LEGEND Point Load Rml Y 1/16" 4 1/16" __ Line Load Area Load. O llutLb Detail Ca o Label See Framer's Fr m is Pocket Guide ( A2 71 Length in inches Req uired Bearing qu 9 16" o.C. o (Adequate bearing has been Provided if ^ i bearing length is not indicated.) m .o c i -- LEVEL NOTES C CS Al•(70) M2 ( 17) _ Al (72)" File Name: BOBOLA 116 OLD POST wRNEEWALL.JOB 83 1 H3 - Level Name: FIRST FLOOR 12 I Plotted: 12/8/2006 07:34 -I - Design Status: M2 ( 15) FIRST FLOOR....12/7/2006 16:45 H2 _ H2_> SECOND FLOOR...12/7/2006 16:45 ROOF LOADS.....10/11/2006 10:41 NOTE: Level design times indicated above provide assurance for proper level stacking. A3 (73) Design Methodology: ASD 16" o.c. I _ Floor Area Loading Is: m 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection:. L/480 Live Load Rml L/240 Total Load ILL __..--- ----. -. .---- - - - --- TJ-Pro Rating Information: Weighted Average. 42 A3 Lowest Rating: 32 39' — - -..Highest Rating: 67 Glued 6 Nailed Decking is Required Direct Applied Ceiling of 1/2",Gypsum is Required JOIST AND BEAM LIST 1 X 4 Strapping is Required' Floor Decking: 23/32" Panels (24" Span Rating) Plot ID Length Product Plies Qty Normal O.C. Spacing - 12"" *Unless noted otherwise Al 28' 9 1/2" TJI 230 joist 1. 27 A3 10' 9 1/2".TJI 230 Joist 1 8 Layout Scale: 1/8" - 1' Ml 20' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 M2 10' 1 3/4^ x 9 1/2" 1.9E Microllam LVL 1 2 Page 1 of 3 HANGER LIST - Simpson Strong-Tie Company, Inc.® ACCESSORIES LIST FOR THE TJ-XPERT WARRANTY Plot,ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 16 IIIT3510 8-N10 2-N10 Plot ID Length Product Plies Qty SEE FRAMER'S POCKET GUIDE H2 2 IIIT9 "10 2-N10 Rml 18' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 8 Preliminary Layout H3. 2 H09 18-108 6-N10 Rm, Rim Board � Y for Review and Approval Hanger Notes; TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide 40-ii- pert. See True Joist Framer's Pocket Guide for-Product Trademark Information • 4W)W/ HH RARYURANG - JOB COMMENTS CREATED BY 39, STEVE BOBOLA - MID-CAPE HOME CENTER LYNCH RES. 465 ROUTE 134 SOUTH DENNIS ` 116 OLD POST RD PO BOX 1418 - - MARSTONMILLS MA South Dennis, MA 02660 508-760-4410 FAX: 508-760-4559 A3 - SYMBOL LEGEND Rml x Note from operator Point Load -- Line Load 16" {.= Area Load Al (28) O Detail Callout Label e (See Framer's Pocket Guide) LEVEL NOTES El File Name: BOBOLA 116 OLD POST wKNEENALL.JOB o M m _ Level Name: SECOND FLOOR N . Hy 3 g3: -a Plotted: 12/8/2006 07:34 El H1 Design Status: ' - - FIRST FLOOR....12/7/2006 16:45 M3 ( 13) SECOND FLOOR...12/7/2006 16:45 Al (23) H2 H2 ROOF.LOADS......10/11/2006 10:41 1 B1 _ .NOTE: Level design times indicated above provide 30# DEAD LINE LOAD FRGN .N. Al (29) assurance for proper level stacking. 16" NON-BEARING I I ) r `' Design Methodology: ASD KNEE WALL PERINSPECTO v REDDEST I. I I ` A2 (27) Floor Area Loading Is: 40PSf Live Load and 12 psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/480 Live Rml. L oad L/240 Total Load IF IF TJ-Pro Rating Information: Weighted Average: 54 Lowest Rating: , 52 A3 39' Highest Rating: 64 Glued &Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Strapping is Required Floor Decking: 23/32" Panels (24" Span Rating) HANGER LIST - Simpson Strong-Tie Company, Inc.® Normal O.C. Spacing 16"' Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes. "Unless noted otherwise El H2 53 U143512 - 14-1:d 6-N10 Layout Scale; 1/8" • H3 1 Hull 22-1d 6-N10 Hanger Notes: - Page 2 of 3 JOIST AND SEAM LIST ACCESSORIES LIST FOR THE TJ-XPERT WARRANTY Plot ID Length Product Plies .Qty Plot ID Length Product Plies Qty SEE FRAMER'S POCKET GUIDE Al 14' 11 7/8" TJI 230 joist 1 48 A2 30' 11 7/8" TJI 230 joist 1 8 Rml 18' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 8 Preliminary rY Layout MS- 40' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 35 M2 14' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 Rm, Rim Board M3 10' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1 for Review and Approval TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 A complete TJ-Xpert framing plan requires the _ Trus Joist Framer's Pocket Guide ®n TjxPert® m.f See Trus Joist Framer's Pocket Guide for Product Trademark Information PRaR11NARYRRAWE - - JOB COMMENTS CREATED BY STEVE HOBOLA MID-CAPE HOME CENTER LYNCH RES. - 465 ROUTE 134 SOUTH DENNIS 116 OLD POST RD PO BOX 1418 - MARSTONMILLS MA South Dennis, MA 02660 508-760-4410 _ FAX: 508-760-4559 39 SYMBOL LEGEND x Note from Operator — Line Load 2= Area Load Joists By Others - - - - co LEVEL NOTES File Name: BOBOLA 116 OLD POST wXNEENALL.JOB Level Name: ROOF LOADS Plotted: 12/8/2006 07:32 — —--— — — -- —---- -- — _-— — — -- — — - - - Design Status: - x LINE LOAD FROM ATTIC LOADS FIRST FLOOR....12/7/2006 16:45 SECOND FLOOR:..12/7/2006 16:45 30/10 10'O ROOF LOADS..:..10/11/2006 10:41 NOTE: Level design times indicated above provide assurance for proper level stacking. - Design Methodology: ASD Roof Area Loading Is: 30psf Live Load (115% LDF) and 12 Psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof- Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 1/8" = 1' Page 3 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.42(#693)C6.42 06.42 S6.42 P6.42 Member Calculations Report MID-CAPE HOME CENTER 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis,MA 02660 508-760-4410 508-760-4559 Level Name: FIRST FLOOR Status: Plotted Application: Floor Non-Residential: No J ' 1 l � i4' Design Date:12/7/2006 4:45:06 PM Report Date:12/8/2006 7:34:48 AM Obiect: Flush Beam#18 General: Product: 1 3/4"x 9 1/2" 1.9E Microllam LVL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 4.8 Design Value Control Value Result Moment (Ft-lbs) 1490 5887 Passed Shear (lbs.) -539 3159 Passed Live Load Deflection (") .12" .46" Passed Total Load Deflection (") -.19" .58" Passed Reaction (lbs.) 2847 2847 Passed Bearings: Bearing Location Input Length Required Length 1 Wall#2 0 3 1/2" 4 1/16" 2 Wall#6 20' 3 1/2" 3 1/2" 3 Column By Others#67 14' 3 1/2" . 3 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1 (lbs.) 2" 1087 1813 2900 0 2(lbs.) 19' 10" 0 156 156 0 3(lbs.) 14' 912 2055 2967 0 Loads: Roof Load Duration Factor: 115% Load Location Live Dead Type Concentrated(lbs.) 1 3/4" 0 108 Floor Concentrated(lbs.) 1 3/4" 336 403 Roof Concentrated(lbs.) 1 3/4" 388 0 Floor Concentrated(lbs) 1 3/4" 336 403 Roof Concentrated(lbs.) 1 3/4" 388 0 Floor Distributed(plf) 0 to 14' 53.3 to 53.3 16 to 16 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.42 (#693)A Page 1 BOBOLA 116 OLD POST wKNEEW.ALL.JOB' r Design Date:12/7/2006 4:45:06 PM Report Date:12/8/2006 7:34:48 AM Distributed(plf) 14'to 18' 26.7 to 26.7 8 to 8 Floor Distributed(plf) 18'to 20' 53.3 to 53.3 16 to 16. Floor Concentrated(lbs.) 18, 0 70 Floor Concentrated(lbs.) 14' 1372 482 Floor Notes: Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.42 (#693)A Page 2 BOBOLA 116 OLD POST wKNEEWALL.JOB I Member Calculations Report MID-CAPE HOME CENTER 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis,MA 02660 508-760-4410 508-760-4559 Level Name: FIRST FLOOR Status: Plotted Application: Floor Non-Residential: No 6' J 3 1.4' 1 Design Date:12/7/2006 4:45:06 PM Report Date:12/8/2006 7:34:56 AM Obiect:Flush Beam#16 General: Product: 1 3/4"x 9 1/2" 1.9E Microllam LVL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 4.8 Design Value Control Value Result Moment (Ft-lbs) 1490 5887 Passed Shear (tbs.) 539 3159 Passed Live Load Deflection (") .12" .46" Passed Total Load Deflection (") -.19" .58" Passed Reaction (tbs.) 2847 2847 Passed Bearings: Bearing Location Input Length Required Length 1 Wall#2 20' 3 1/2" 4 1/16" 2 Wall#6 0 3 1/2" 3 1/2" 3 Column By Others#68 6' 3 1/2" 3 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1 (tbs.) 19' 10" 1087 1813 2900 0 2(tbs.) 2" 0 156 156 0 3(tbs.) 6' 912 2055 2967 0 Loads: Roof Load Duration Factor: 115% Load Location Live Dead Type Concentrated(tbs.) 19' 10 1/4" 0 108 Floor Concentrated(tbs.) 19' 10 1/4" 336 403 Roof Concentrated(tbs.) 19' 10 1/4" 388 0 Floor Concentrated(tbs.) 19' 10 1/4" 336 403 Roof Concentrated(tbs.) 19' 10 1/4" 388 0 Floor Distributed(plf) 0 to 2' 53.3 to 53.3 16 to 16 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.42 (#693)A Page 1 BOBOLA 116 OLD POST wKNEEWALL.JO$ Design Date:12/7/2006 4:45:06 PM Report Date:12/8/2006 7:34:56 AM Distributed(plf) 2'to 6' 26.7 to 26.7 8 to 8 Floor Distributed(plf) 6'to 20' 53.3 to 53.3 16 to 16 Floor Concentrated(lbs.) 2' 0 70 Floor Concentrated(lbs.) 6' 1372 482 i' Floor Notes: Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.42 (#693)A Page 2 BOBOLA 116 OLD POST wKNEEWALL.JOB, i Mid - Cape Home Centers Route 134> South Dennis, MA 02660 J I 508-398-6071 508-398-4559 I� FASCIMILE TRANSMITTAL SHEET Date: Total no. of pages including cover sheet: 8 • To: JEFF Company: BUILDING DEPT Fax Number: From: J A Shakliks Sender's Fax Number: 508-398-4559 Re: Notes/Comments: • � JEFF PLEASE FIND THREE NEW DRAWINGS AND TWO BEAM CALC'S FOR THE:LYNCH JOB AT 116 OLD POST RD MARSTONS MILLS THANK YOU Andy MCHC (90� ' � 4 O Res ereh RePwt�e-63 Pe9e 3 of 4 Table 1 ALLOWABLE AXIAL CAPACITY COLUMN LENGTH 1%-Inch COLUMN 44nch COLUMN (feet) ;' (lbs) (Ib6) 2.0 19900 24700 3.0 10100 24400 .4.0 18500 23400 5.0 . 17600 22400 6.0 16500 21300 7.0 15200 20000 8,0 _ 14000 = - 16700.• I 1 9.0 12600_ 7771,717300 10.0 11300 15800 11.0 9900 14400 112.0 8700 12900 13.0 75W .11500 14.0 6400 10200 15.0 5600 - B870 16.0 4900 7800 17.0 4400 6900 18.0 3900 6160 19.0 3500 .6530 20.0 3100 4990 21.0 -NA- 4520 22.0 -NA- 4140 23.0 -NA- 3770 1• Cdwrn capacities have been determined by RISC LRFO procedures,as such a 8=.63 mw a load factor of I-S has been uli6zed to Convert cokm atrenglh CapaOlies t0 Bn BQowsble load for ewh column length end size. 10 DEC-08-2006 06:51 F'rorr:MIDCAPE 5083984559 To:15087906230 P.1/2 [c;r ember Calculations Report MILD-CA.11"E HOME,CENTEit 465 RAUTZ 134 SotJI'll DENNIS 110 BOX 1418 S1111111 DMli116,MA 02660 508e7604410 5atto760.4559 Laval Namo: SECOND R1.001% Stalaea I'lollud A14111calioa: Floor NoW11ar1dnluUd: No, 2 Deelpa Date:1217120tt6 4:45:415 PM Report Dula: 12101210 9;116:50 AM Oblect:Mush Benin_0-11 General, Product: 1 3/4"x It 7/8" 1.9E Microllum I.VI. Plies: 3 Doflout:ion Criterin: Slandurd.Live load L/360,Toml Load L/240 Member Weight(pIt)Per lily; 6 i Design Value Control Value Result Moment (Ft-lbs) 18573 26772 Passed Shear (Ibs) .6432 11845 Passed Live Load Deflection (") .4811 .56" PLINSeci Total Load Deflection (") .64" .83" Passed Iteaction (lbs.)' 12417 13781 1'�assed t3eat rinse Bearing Location Input Length Required Le f%th I Wall# 1 0 3 1/2" 3 1/2" 2 Wall#3 19, 3 1/2" 3 1/2" 3 Column By Others#8 16' 10 1/4" 3 1/21, 3 1/2", 4 Column By Others#9 27' 1 314" 3 1/2". 3 1/21, Reactions: Assumed Member Weight Q10: 14 Location Dead Load Live Lond 'Total-Load Uplift I (lbs.) 2" 1341 .4010 5351 0 2(1bs.) 38, 101, 1017 3116 4133 0 3(lbs.) 16' 10 1/4" 3099 9254 - 12351 0 4(lbs.) 27' 1 3/4" 1904 68151, 8719 0 Lontilm Load Location Live Dead Type Distributed(pit) 0 to IT 2773 to 277.3 91.4 to 91.4 Floor Distributed(pll) 17'to 271 274.4 to 274.4 82.3 10 82,3 Floor Distributed(pl* 27'to 39' 274.4 to 274.4 82.3 to 82.3 Floor Distributed(plo 0 to 17, 274.4 to 274.4 82.3 to B2,3 Floor Distributed(pit) 27 to 391 2773 l0 277.3 91.4 to 91 A Flwr See'1'rus Joist Framer's Pocket Guido I'm Product'lraclemurk Inl'ormation 'I`J•Xpert 6.42 (4643)A Pugc I DvC,-08-2006 09:51 From:MIDCAPE 5083984559 To:15087906230 P.2%2 rFL.� I)eslgo Hate: I /2(N06 4:45:05 P Itulwrl Dale: I 8/ 106 9;060 AM Concentrate Ills. ) IT 968 49 i±l or COncen 2T 96f1 49 l nor NOrCYi Dcsigny, SDIMPORc natysis presented above i output rrom softwar eveloped lay Trus Joist('I ), Allowable oduct valuesshown u nee with current'I'J materin and code accept design values. The specific roductnploads unensions have been provided' others,have at been checked ibr eortl'ormanee ith ciesign drawings ofthe buildingnot been reviewed by TJ Engin •ring. et0 G� Yj � �- "& c Soo Trus Joist Framer's Pocket Guide I'or Product Trudemurk MIbrntntion TJ•Xparc 6.42 0691)A Page 2 U40KE DETECTORS REVIEWED 777 eels ®e�c�e71 7'e P—AR�IAE�T E BOTH SIONATURES ARE REQUIRED FOR PERMIMNC3 39 Z Ice-81+7 2hce�S -�j�Aee /A/° ��Y' !'�els� �ot i ! J n �y C e J/ / f 7 cab j G `'S C., clIV %l G G C f S Z . 'l L�X C C 3 l�f q ` oI?^A l o 4j'o" 0 /n/A//j 0-,7 ?no 7 J�JQ 4 40 6 0 ` T e'on r / lI� / L ncx AS , 17Qs5 Flo o t LJ IS z icy CO&IS1. le "' 01C . p/�� F.,c�� pT /I0 /-/4Je5 &. /;A - ll lis$e _ 1. i� � Fa�cec S�.b F�oer3 y '/��Vah�eo 2 3c ►0 ifsef A4 1-e r i *�—. 1 i VqAi /I + .� a /� _ _ }� to � t d• r _ �� T��`,�/l n' /�'i„j'��../���1''_'`_' GV 1 � f s " F/06/��jC6M9S. .D GG C/79/ao4.CI'Ca� _ �Q Y� S0 � I 1 C14 t.r e ese 1 3 _ �� ,� ;b ? ¢SIT,_ Z.X10 /c 9y /(n�' Erg zxto 5. 1?3 0 Ln R I. 1p , f ! � } .._.w .._ ..�.._ 7-9 t I . i 1 ... . . ... sa. ka , (\� i i � (//l.7 1 ( /ndl oW S C,4) z S X ��) (13 ) 2 l -y 3q — FJD / isCIrm� fl1 / sr IA/ u 4 Cps (A) CAS (.4) G JX Cl) 64) 64) . :4 �!�®r 14vV v,.n 1�.,5� s ,.,:,. s�;� µ>, :.�/ ,.., 4, �L��'?�_. Gc �,.__�� 0•5 .., P^d f� >v� 2,7/`4 r' 1 r BF'tI397E-flI1G 9�;-I2-IE I1 4i #ilhglp • M.... u"as Quitclaim Dad I, BARBARA VACHON, see Barnstable County Probate Court Docket No. 94P 1474 EP1,for consideration of THIRTY-FIVE THOUSAND DOLLARS($35,000.00)--------' f hereby grant to ROBERT E. LYNCH, JR9of�� � �Framingham, Middlesex County, Massachusetts, of 70 with quitclaim covenants all my right,title and interest to a certain parcel of land with all buildings thereon, situated in the Village of Centerville, Town and County of Barnstable, Commonwealth of Massachusetts,bounded and described as follows: 41 A certain parcel of land shown as Lot 2 on a plan entitled "Plan of Land in s j ¢ Barnstable(Centerville)Mass. Prepared for: William J. Fitzpatrick;dated "� s^ April 15, 1981.and prepared by Cape Cod Survey Consultants, recorded , with Barnstable County Registry of Deeds,Plan Book 352,Page 43. a Containing 31,084 square feet of land,more or less, according to said plan. H Being a portion of the premises conveyed to Robert E. Lynch and Gladys E. Lynch, by deed dated May 2, 1956, recorded at Barnstable County Registry of Deeds, at Book 940, . Y 9 Page 25. See also Death Certificate of Gladys E.Lynch, recorded at Barnstable County Registry of Deeds, at Book 3.t,,, Page d, See also at Estate of Robert E. Lynch, Sr., f a Barnstable County Probate Court 94P 1474 EP-1. h O WITNESS my hand and seal this S day of 1995. c ARBARA VACHON COMMONWEALTH OF MASSACHUSETTS SS. D,-,/_,,6--. 1995 a Then personally appeared the above named BARBARA VACHON and acknowledged the foregoing instrument to be her free act and deed,b ore me, Notary Public " My commission expii- P _V y .� ? 01 10 CC t, Co w BARNSTABLE REGISTRY OF DEEDS y; Property Location:116 OLD POST ROAD MAP ID:209/087/002// Bldg Name: State Use:1010,. Vision ID:14946 Account#128962 Bldg#: 1 of 1 Sec#: 1 of 1 Card 1 of 1 Print Date:11/20/2006 13:47 . 1 evel ublic Water`., ly+ LYNCH,ROBERT E JR awed Description Code Appraised Value Assessed Value S LAND 1010 197,900 197,900 801 2 KENDALL AVE as SIDNTL 1010 83,400 83,400 006 Barnstable Data,M. eptic ESIDNTL 1010 7,200 7,200 RAMINGHAM,MA 01701 „;:%„ ' SUPPLEMENTAL"DATA dditional Owners: Other ID: Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR VISION Life Estate DL 1 LOT 2 Notes: DL 2 GIS ID: 14946 ASSOC PID# Totall 288,5001 288,500 RECORD OFQWNER$H�P,.;; , BIC;VQL/FACE• S:4LE:DATE PREI'IOI/S't1SSESStYfE1VTS HISTOR _ LYNCH,ROBERT E JR 9976/116 12/15/1995 U 1 35,000 A Yr. Code Assessed Value Yr. Code I Assessed Value Yr. Code I Assessed Value LYNCH,ROBERT&VACHON,BAR P1474EP1 11/15/1994 U I 1 A 2005 1010 158,300 2004 1010 158,300 2003 1010 68,400 YNCH,ROBERT E 6400/140 08/15/1988 U I 1 A 2005 1010 79,600 2004 1010 64,600 003 1010 58,300 LYNCH,ROBERT E 940/ 25 Q 0 2005 1010 7,400 2004 1010 7,600 003 1010 71800 Total: 245 300 Total- 230,500 Total: 134,50 °OTIiER`ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year Type Oescription Amount. Code Description Number Amount Comm.Int. APPRAISED VAL`(IE SUMMARYTotabl V. Appraised Bldg.Value(Card) 83,400 ASSE.SSIIVG 1VEIGHB'ORHOODf :, Appraised XF(B)Value(Bldg) 0 NBHD/SUB NBHD NAME STREET INDEX NAME I TRACING BATCH Appraised OB(L)Value(Bldg) 7,200 0106/A Appraised Land Value(Bldg) 197,9.00 „ r;' '.•1V Special Land Value OTES 1 Total Appraised,Parcel Value 288,500 Valuation Method: C Adjustment: 0 et Total Appraised Parcel Value 288,500 s .::BUILDING PERMIT REC',ORD . . :VISIT%CHANGE HISTORY =r Permit ID Issue Date Type Description Amount Insp.Date %Comp. I Date Comp. Comments Date Tvpe IS ID Cd. Purpose/Result 9/25/2001 PT 00 eas/Listed 10/1/1996 LK 01 eas/Est LAND LINE VfI LUATION SECTION..;; y w B Use Use Unit I Acre C. ST. # Code Description Zone D ionta a De th Units Price Factor S.A. Disc Factor IdXST Ad'. Notes=Ad' Spec I Pricing d'. Unit Price Land Value 1 1010 Single Fam MDL-01 RC 3 1 0.71 AC 170,000.00 1.31 5 0.0000 1.00 0106 1.25 197,900 II a Total Card Land Units: 0.711 AC Parcel Total Land Area: .71 AC Total Land Value:1 1979900 Property Locatifon: 116,OLD POST ROAD MAP ID:209/087/002// Bldg Name: State Use.1010 Vision ID:14946 Account#128962 Bldg#: 1 of I Sec#: 1 of 1 Card 1 of 1 Print Date:11/20/2006 13:47 CONSTRUCTlONDETAIL . CONSTRUCTIONDETAIL CONTINUED Element Cd. I Ch.Pescription Element Cd. Ch.Pescription tyle i 1 Ranch odel 01 Residential Foundation 01 Poured Cone. ade C Average 39 tones 1 1 Story Bath Split 10 1 Full Occupancy MIXED'USE Exterior Wall 1 14 Wood Shingle Code Description Percentage Exterior Wall 2 1010 Single Fam MDL-01 100 Roof Structure 03 Gable/Hip Roof Cover 03 sph/F GIs/Cmp Interior Wall 1 05 Drywall BAS Interior Wall 2 COST/MARSET,V LUATIO: . 0 BMT 2 Interior Flr 1 14 Carpet Adj.Base Rate: 18.50 Interior Flr 2 12 Hardwood Heat Fuel 3 Gas Replace Cost 101,673 Heat Type 5 Hot Water yg 1957 C Type 1 None EYB 1987 Total Bedrooms 2 2 Bedrooms Dep Code A 39 Total Bthrms 1 Remodel Rating Total Half Baths Year Remodeled Total Xtra Fixtrs Dcp% 18 Total Rooms 4 Rooms Functional Obslnc Bath Style External Obslnc Kitchen Style ost Trend Factor Status /o Complete verall%Cond 2 pprais Val 33,400 ep%Ovr ep Ovr Comment isc Imp Ovr isc Imp Ovr Comment ost to Cure Ovr ost to Cure Ovr Comment OB OUTBUILDING& YARD ITEMS(L)lXF BUILDING EXTRA FEA.TURES(B) Code Description Sub ub Descri t UB Units Unit Price Yr Gde DP Rt Cnd %Cnd Wpr Value GR2Garage-Avg L 80 25.00 1965 1 100 7,200 No Photo On Record BUILDING SUB'ARE.9,Si7MMARY,SECTION Code IDescription Livin Area Gross Area E .Area Unit Cost Unde rec. Value AS First Floor 780 780 118.50 MT Basement Area 0 780 11.85 0 ,5 TOWN�OF BARNSTABL! ►e' !ye ASSESSORS Isis - �• P ' got ° Ile9� 14. 4.41AC TEL EA S EOE NT - •D6ti 0 �._ TEL.AND L ® 4 �.•`. BELL TOWER MALL .zonas (D 1� � 2-i�- 1 ��� ,; , 7 L �. \ Q �` 4f4SS. ` E` F4SEM t\ �: 1*.► E 10 $ e�•JTE OFFICE _ h r z9AG 4.60 4; ` ® ,� n,•2 z•3 I 1 I.00AC 7 F'ALMOUTH RN R 0 U T E 2@ 26 Z 275 eo e4 321 OB SOO APJi t . LOY�,IMIV�ISr B5 .. AC. \ hF ' ` ae 3qO 1 G WA h < Q I V•l � ((..i Q•B�� a 1 w '•• .4.4AC. ee 10.30 AC: , 'y6 96 10 2 Q n _ TOWN OF sA.LN&T^I&u9 • 63-4 63-1 .38AL • o .4BAC. 52 96 1.5 p3 O a e SPLVIA Lp v ?O OPs 5 ua s' ri O \°\ " O y 63.3 a 43.Z L\/.' Q Cg ,y4� •r, 9` ,6rAL ~0. .63AC W O y U ? f �O u 0O 0 O O O RQ S)• %0 40 61 PL s 1 35r(. ^ \O hO1 0, %.00' h\5b 6 35w . sy \� BAC' m b$. O� " 3S " 0 001 ° `0g0g, I.00AC. l'0 O O \0 A 015 qpw- 61 P .IJ •3g p� f 4 002 •2B'L 69 ":S „3y►'�• N wJE I A complete TJ-Xpert® framing plan,xequires the iLevel® Framer's Pocket Guide See iLevel® Framer's Pocket Guide,for Product Trademark Information s 'TJ'mXpert .. - software • 1 1 1 ' 0 25, 8" HANGER LIST - Simpson Strong-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 2 ITS2.37/14 4-N10 2-N10 (5) H2 4 ITS2.37/14 4-N10 2-N10 (5)(6) Han A3 (5)g Backer er eBlocks Required (6) Filler.Blocks Required Rml q III III � q i III III _ JOIST AND BEAM LIST . I' III III 1 Plot ID Length Product Plies Qty I I I I III III A2 22' 14" TJI 360 joist 2 14 III A3 III A3 10, 14" TJI 360 joist 1 2 M A4 2' 14" TJI 360 joist 1 2 ' ; III III � i 111 III I f I I III III ACCESSORIES LIST S2 III Plot ID Length Product Plies Qty H1 i I I - .II Bbl 1' 1" net Backer Blocks - 1 8 - H2 H2 Rml 16, 1 1/4" x 14" 1.3E TimberStrand LSL 1 6 II 1 IL Fb1 8' 2x8 + 1/2" plywood Filler Blocks 1 1 !! Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 18 Rm, Rim Board Al I I N ' I I Al I I ; LEVEL NOTES . 16" I i File Name: BABOLA-116 OLD POST.JOB I it II.. .. - � Level Name: 2ND FLOOR H II A4 2 IIH2 Plotted: 10/23/2008 07:30 Design Status: I H? II III 2ND FLOOR....10/23/2008 07:28 I III III NOTE: Level design times indicated above provide f I I ... ... - assurance for proper level stacking. III III Design Methodology: ASD E I ; I it III Floor Area Loading Is: E I i 40psf Live Load and 12 pef Dead Load I j I I I.I III Maximum Joist Deflection: L/480 Live r j III L oad E' II� L/240 Tota1 L ad.- . j TJ-Pro Rating Information: ! III III LweightowesteRating: .Averag 444 Highest Rating: 69 Glued &Nailed Decking is Required - - III I III - Direct Applied Ceiling of 1/2".Gypsum is Required Aml ; 1 X 4 Strapping is Required Floor Decking: 23/32" Panels (24" Span Rating) - .. .. - Normal O.C. Spacing =.16"• - *Unless noted otherwise - Layout Scale: 1/4" _ 1' - - " SYMBOL LEGEND CREATED BY /� Point Load mid-Cape Home Centers ` Line Load JOB COMMENTS PO Box 1418 — ' - - 465 ATE 134 — "Area Load STEVE EAHOLA South Dennis, MA 02660 O Detail Callout Label 116 OLD POST RD 508-398-6071 (See Framer's Pocket Guide) CENTERVILLE MA FAX: 508-398-4559 Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE: TJ-Xpert 6.45(#694)C6.45 D6.45 S6.45 P6.45 j j cp� 14 I �. lol �` . ` , ry C-pr'Gcfi�f S _ �f f SCALE:-�j�A, I At'PROVED BY: DRA&pBY DATE: REVISED DRAWING NUMBER .� ,,x ,.