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HomeMy WebLinkAbout0107 STANLEY WAY � ���. '' w�_ �„ {�� ��� 1 — ;eta � '• ` .L.. a �" , t AT" _ Y k 'y fix, F'�� ,.�s� �. � u �'`° a 'r .;y,, ;• .. a . a I� P o � , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .228 Parcel I Z-O Application # 361P.— Health Division Date Issued l Conservation Division ' Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village 0-eV "te Owner N rko S� a �-S Address Telephone_ .Permit Request � �LA--SA Square feet: 1 st floor: existing oWproposed Q"� 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation \0,.000 Construction Type 4�AMR_ / o Lot Size Grandfathered: Yes ❑ No If yes, attach sip orting Acun-retation. `yu� Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure jd' Historic House: ❑Yes 1:i�No On Old King'sHighway:ct9 Yes;ANo Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) C) Basement Unfinished Area (sq.ft) C7 Number of Baths: Full: existing new (D Half: existing new Number of Bedrooms: ','�5 existing 0-new Total Room Count (not including baths): existing _: new C) First Floor Room Count Heat Type and Fuel: 4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes O-No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: *existing 'knew size _Shed: ❑ existing ❑ new size _ Other: 61Q°() — �Y-1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X-No LT yes, site plan review # (� F Current Use S\ r /v\ o Y\e- Proposed Use �- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name V-4- \-� ht� '� Telephone Number Address `3u of CA License # ©35 Home Improvement Contractor#izm fv\ an: �� �� J C Worker's Compensation # a..1{�(o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,ei �4C-e>A� SIGNATURE 0J,,464 DATE lD I I F — FOR OFFICIAL USE ONLY — APPLICATION# _DATTE ISSUED_ t: MAP/PARCEL NO. 6= ADDRESS VILLAGE OWNER i t DATE OF INSPECTION: r "f.1fiFOUNDA]O.Ni'� d r. FRAME �sINSULATION. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING- 1A 0 r s _ • s DATE CLOSED OUT ASSOCIATION PLAN NO. 27ze Commonwealth of Massachuseta .department oflnArstrial Accidmtis � Office oflnvestigations if 600 Washington Street Boston,MA 02111 wmwunass gm dia Workers' Compensation Insurance AMtdavit:BuildersJContractors/ElectricianslPlumbers Applicant Information Please Print L bIy Dame(Businesslorgan�iicmJlrldivdnai): � tJ. ��"1� .2tA Addrem: _,S'5 0-\ �-- er- City/StatrJZip:C`_� egv,���2 S5 Phoneak Are you an employer?Check the appropriate box: Type of project r . 4. I am s general contractor and 1" � .ew c �( � �= 1.� I am a employer with � ❑ g 6. New oomstricfion employees(full andlorpait--time).* have hired the sub-cantiactors 2.❑ I am a sole proprietor trpartner- listed on the attached sheet T.E]Remodeling ship and have no employees These stab-contractors have 8-.❑Demolition. working forme in any capacity. employees and have wod=s' 9_ []Building addition [No workers' comp.invttAnre comp.insurance.1 required] 5. ❑ We are a corporation and its 1010 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11-❑Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL 12❑Roof insurance d. T c.152,§1(4�and we have no repatm required] 131DOilier employees_[No workers comp-insurance required.]; . •Any apptic=that checks boa#1 ams1 also fill out the section below showing their woke&eompeusatiom policy bformation. Homeowners who submit this affidavit iadicsting they ate doing all wa r and then Lire outside contractors must submit a new&Mdavk indicating such_ tCoatmctors that cLecit this boa must attached an additional sheet showing the name or the sub-ccmnamn and state whether o<not tbnse entities hm employees. Ifthe sub-contactors have employees,they mustpmvide their workers'comp.policy number. I inn an errtptoyer illatisproviding it�orkers-compertsatfon iiisrrrance for my enipleyees. Bebtr is thepctit7 and job site i formadfolL Insurance Company Name — Policy 4 or pelf--ins.Lie. (�,CtQ 7�` Expiration Date: Job Site Address: `Q �l City/State/Zip:Ctes,� t^o k-e_ Attach a copy of the workers'eompensatr . obey"tion page(showing the policy number and expiration bate). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition ofcriminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties iu the fiomt 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 erti under th a. rtabies ofpedury that flit inforrvatianpro dedahoveis Inca and corra t Si ture.: Date: t'J ''�>\4" Phone4: d rD ra O,�zciaT use only: Do not writer in this area,to be completed by city ortmm olfi iat City or Town. Perm tUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Hmnibing Inspector 6.Other Contact Person: phone#: 6 i Town iof Barnstable Regulatory Services BARNfiTABM >xes. Thomas F.Geiler,Director .19. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete_ and Sign"This Section If Using A Builder I, \ MC> 1-4,S ,as Owner of the subject property hereby authorize O ear a �- to act on my behalf, in all matters relative to work authorized by this building permit , (Address of Jo **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 j inspections are performed and accepted. C&7 Signature of Owner Signature of Applicant QV�> r Print Name Print Name Date QTORM&OWNERPOWSSIONPOOL•S 62012 7 Town of Barnstable Regulatory Services WASn" S. ' Thomas F.Geiler,Director r�,;;, •`°� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, Za.us www.town.barustabl Office: 508-862-4038 , ^ Fax: 508-790-6230 HOMEO R LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number n s village ••HOMEOWNER": � ��' name home phone# work phone# CURRENT MAILING ADDRESS: Q city/town state zip code The current exemption for' meowners"was extended to include own cu ied dwellings of six units or less and to allow homeowners to engage an' dividual for hire who does not possess a license, ided that the owner acts as supervisor DEFINITION OF HOMEOWNER Person(s)who owns a cel 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,atta ed or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two=year eriod shall not be considered a homeowner. Such"homeowner shall submit to the Building Official on a form acceptable to the B 'lding 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 t amend and adopt such a form/certification for use in your community. C:\Users\decollilC\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContenLOutlook\QRE6ZLMN\E7 PRESS.doc Revised 053012 DATE IMM/DD/YYYY) • CERTIFICATE OF LIABILITY INSURANCE IFICATE 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 and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: 27JDD PHONE FAX NORTHWOOD ESHBAUGH INS A (AIC,No,Ext): (A/C,No): 540 MAIN STREET E-MAIL HYANNIS,MA 02601 ADDRESS: 73K6G INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA DEAN F STANLEY BUILDING CONTRACTOR INC INSURER B: INSURER C: INSURER D: 359 CAPT LUAHS ROAD INSURER E: CENTERVILLE,MA 02632 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,TERWOR CONDITION OF ANY CONTRACT OR"OTHER'DOCUMENT WITH RESPECT TO WHICHTHIS CERTIFICATE MAYBE ISSUED"OR-MAY"PERTAIN:THEINSURANCE" '- AFFORDED BY.THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE I$ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. DAMAGE TO RENTED $REMISES(Ea occurrence) ED EXP(Any one person) I$ ERSONAL&ADV INJURY I$ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE I$ POLICY PROJECT❑LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY I$ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY I$ (Per accident) ! NON-OWNED AUTOS PROPERTY DAMAGE IS _ (Per accident) UMBRELLA LIAB a OCCUR EACH OCCURRENCE Is EXCESS LIAR CLAIMS-MADE AGGREGATE Is DEDUCTIBLE Is RETENTION $ I$ A WORKER'S COMPENSATION AND _, X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-4869PO81-13 10/05/2013 10/05/2014 LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE s Y❑ OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT Is 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE I$ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below- E.L.DISEASE-POLICY LIMIT ($ 500,000 D DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. r t CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 230 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT VE HYANNIS,MA 02601 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rights reserved. I - ' c;5 ,L�p ait 2C/� aa��ivael License or registration valid for indrvtdul use only d I Office of Consumer Affairs&Busi ess Regulation before the expiration date. If found return to: ME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Type. We, istration: ]32149 10 Park Plaza-Suite 5170 piration 11128/2014 Individual Boston,MA 02116 DEAN F.STANLEY DEAN STANLEY <s j 359.CAPT.LIJAH RD ���--� CENTERVILLE,MA 02632 i Undersecretary Not valid without signature i j Massachusetts -Department of Public Safety Board of Building Regulations and Standards i Construction Supers isor -= License:CS-035037 LM `SETTS �^A DEAN F STAY 359 CAPTAWLLT RD: CENTER MA 02632 Expiration Commissioner 01/19/2014 I LOT 12 S 8 O'45'4Q.. E - 1 P0.14' LOT 16 D D N , \ l N 0 PLAN DEED LOT 11 ASSES ,,,/,// J„ ,,, /,/,,, ,, s 13216.8 SQ. FT. ZONINI. 0 0.3 'ACRES SETBA o o FLOOD N ,,,,,;;;;;;' - PANEL DATED OVERL DECK W 5 #107ss'sssssss/ N 1 f} 46.8ft 7 LOT 9 N REV: REV: . S 80.45'4p.. 1j0.14' REV: .l I =' I .... .: ... I... r _ I I ! , I ,It5 P1.1'Li'�'T 4411•.14Cy.'S - :' VS[•EX lLUt2���/�Tt02�1 __..- SiFi-e'sow l0 8 u:ies - aw &ULlfl' CSC„ I , - � �.:' � II �a .� 1k6'.bRFG T wL VEu•{•. ', ,. -.. � W p W ELT.,6W 1w�1.L•S..'--r `_ — _ ..—. .—. _-_._—.. >_.1w�:t. _..5 _ .. : k LU—U Collen, ... ._.. I '\v _ ..FS_U 5.31 4_U..E. ��Tfi hL � �. _— I • --- � � �-!��� � � I t •k16\v -�[oo �. -.FX4S2lu4 U'W.1]nUQ• 2x�n 6 � E.tLI-..R.._... . '1. -1 I I_ I aiw ;_�-I I�._ I'r '�e m-tiWwue rsx„xs.�L a.3-,��• �' w_c.6 w tom:•�5.... - :-i—I t I.I.- _ <. ,: .I - � o•'. a .:. � ... aN • l c�F'T�EL���T SON_ _ _ _. , . . sclan t�i.c3t,<G_aa ac ro5..9uTer�tCFvC�)isiic5 I EACH N KO[�S�bSriS�L I � Sw4cT ui[cwc„F,Q.F7�R ,IL ....Itt U1d _UG II _--12L {2kj,.lOVL LX�bIlW 6:. `�•� I t �CFnhS t N- Uh\1 4`4111. 4G'� k ..:.O I n4 I \ .-�, -rlowc.♦1-�-burg-I — IZtiuH rM1 v ., n I4 SFSzEf_.._ er. cI ZSO=F .. I � I I I CV'wncCDCy:FUR. I I PAM14 coW I rUUI�IhJCT(dY.L�l.7.'�I. _ _ � -- -'— -- -- -- •CEN�75[O�j .____ rsCL-4�=MI.N:.- $�_ ..� I C PC/LtJ'--— g3nn Bruce Design® .774 2ti-O 773 ——-- ------ ----- 3 Clot Z l _ AWC Guide to Wood Construction in High Wind Areas:110 n,ph Wind Zone • +• APPLICANtTOCOMPLETEBSUBMITWITHPERMITAPPLICATION AfVCGuide(aI'Vr10dC_.f(lrlc/it if,ffighJViar/Arerls://gnfPhIVhrdZPne _ MassaehusettsChecklistfdrComplianee(Teoc)trns3bl.z.Ll�' AwecnrdefawoodconsaucnBntnxighwtrrdAreas:llo,nphwindZBne AWcr;nrd<•toWrrarlcbP.+rrrrLenrli„uiFhTrr,dArenl: rgr,,el,twrrtZBna (vtassachusettsCheclilistt'orComplianceoggcrvlRsaBl.z.l.l)' Massachusetts eckhstfor Co p cT cAms3ola. ) - . VtassadItIsettsChecillistf'orGctni.�tlance(Txncnnsvna,a•t)' �C1ccL Loadbearingwe,,Conn t _ a deal Aspect Percent u ll ...__...... ........(rabll:s 7 ¢vo1....NrS:ls£R........L From Tables 10 and and location of wall sheathing an Building Ap ec etermina t F II-Height . Lateral(nP.al 16d common Tans). )^ - She hung and Nell S odng requirements C-pli ice Non-LPadbearing Wag eonneamna s)........_ (Table e)._..........:............................. _ 14 b. Wood Structerel Panels shell be minimum thickness of 7/16'rend be Installed as follows: 80 1. Leleml(no...(16d common nail ......"."............ ........,.110,mph W Load searing Wolf OPa I9...(redordlargeelopeningbutcheck off�openaI VrcfoLmpllanr-,nic I. I..All nels horizontal l be jonsshall ccuwith atrength-anexie nailellel dttodude, 1.1 SCOPE ......-' (Table 9).... Q. L/...... t<; In.517' �� II: All holizanlel Jolnte shell occur over end be nailed to framing. -sec.gust)..........:.. '. "......" '..:..e Herder Sppnn •-....-.---.-.--................. ..•""' III story Construction.panels shall be attached to plates and ember of the double . Wind SPead(3. 9 """"""' (Teets 9)...............:.............. ,l f 511' �� On single eto w n en h'd boltompla top m """'-"""""""""""' I SIII Plate Spans r ........................................ .........'........................,.................... ......... In. 1. top plate' Wind Exposure Category............................... � ..(Table e).................................... ...'_ �/ I Fun Height Studs(no.e_studs)........."larg..,.......enin. � ) a sto. _sto es s2 stories Non-Lead Bearing Wall Openings(record largest opening but check all Openings!....comp"lnce•+Table 9 e me ' iv.�On story conetmctlon,upper aerate shall be attached to the top member of the upper double top 1.2 APPLICABILITY robte a).............................. b':O`_In.s 12' plate and to bond hmentjoist at bottom oiPenel.Upper era@[matt of lower panel be made to bond slat r df.6torler(a reef which exceeds a In 12 slape,ahnil be ednsldered ry) ._ �,r,s 1212 Header SPp^s""'-^"-"-^----"""""""""""'"""""'"I In.s 12" / nd IOWerettaehmentmede to lowest late at(rat floor framing, Numbs ...:(Fig 21-.."...................._.......r../f. : 533 Sill Plato SPens...................................................._(Table 9)..............,................ '3:t O_ '-aJ P g, n Irtl shall be a double row of 8d , Roof Pitch.:......:................................... ( ) Table B ....... v. Haggere l nag epedng et double t palates,band jalete,and A eor .. ..........:...........:...(Fig 2I.................................... /,72:%R.. 9 no:olstuds.. -..( )........................". ................... n analAttachment Morn Root Ha9N..........:........_:.........,. Zy<,:T1t s so" �J. .Full Hai ht Studs ift a.................."... gg nohea on cent P A s below:Venlcal a d Horizontal Ne 9 Building Wldlh.W..:...........:.................;..........................(F19 3)......:............................. p. .R•_s BO Exterior Wall ShaalhinB to Realst UPlifl and Shear Slmuilaneously A Building length.L (Flg'3)............ ...l.y (::.:'::s 3:' _ Minim a ....... .......... ...... B um Building Olmenof T W' Z1 Nominal HType..T Iles..Openings ....G g Aspect .....i58'B' _y .."................ __ / Building Retie( t0)o�i�...................................(Fi�aj....l.,�/J/J�lL� 7 shaelhin8'Type........................ .........."(Table)....................f wc.,....,....i11:`.O.g.2 s staggered Is center per figures Nominal NaiBnl or Tells P 9 """""""" Tabfof0orn01e4.floss)......................._In. • Edge Nall SPacing.".....:........._....................... 1.3 FfiAMING CONNECTIONS FIeItl.NgJI S'pacing.".........,................:...........(Table tO)................................................... _i •"'-""""""- no.o!16d common Toile bl 10 (Tnble2........;..:.... Shear Canll-Hei ht _ "CI'. ) General comPlianca with homing conned,ons........i�:�•�-� ) � a e ...........................................-....'24.,....� . Percent Full-Haight Sheathing..:...................(fOpenin)....6-6-(O.....,..............ate)... .... -�. I i � F � M g G tI I 2.1.FOUNDATION S%Additional Sheathing for Wall with Opening>6'S'(OesiPn ConcePLs)..................... Fodnbotion WPIis meeting requirements of'7B0 Cl: '04:1 ..... Maxi .... _.. .................. mum Building l Olmenslon,l .... ......,"... pminal HAIBht of Talles40Pe...nBs.. -NHENmIe FDPERE81a..N l l L N _t CaPcreto Masonry.............:........................... Sheathing T (noble.....:.............ffle................!.2GW+S Edge Nall Spacing, (I able17 or note 41(leas)... in. _ eteonl' Field Nell Spacing............................ .(Table ll)_..:...._.......:............, ...... lit. IPANUfaa¢aeJrr0. 1 2;2 ANCHORAGE TO FOUNOATION ne os 6n altemativo In cono. Y -/ fCom-.n�-. „........................... v PC, Bolts imbedded or 5/B'Proprielary'MechenieacAneho : Shear Connection(no.of commoq nolis)(Tablo 11)................ __ .._('fable 4)...............;...._........ t1AilZ: ).. �. Percent Full-Helg[[Sheafhlne----^•^ ---(Table ll)........................... n,rt Bolt�Paun9_9oncml.............................."...... in_56' v """""" 5%Addilfonal Sheathing,for Wall wlFli Opening>e'8'(Oasien Concepts)........._.....- I -- li1l __ ' , J x Belt spacing from eddloint of plate..........................(Flg 5).. In.x T �_ ., aka ~y�• N •� dmant•-corer.ta.......................................(Fi85). Pa 1 i Bolt Emba ,(Flq 5)."...................................:..__Ire in,i 15' _Y Well Cladding _ e m _ amacna oEr4A Boll Embedment-masonry............:........................ ......................_..........."..................................... - ..(Fig 5)..................................."........2 3:x 3'x/•• _]� Rated(or Wlnd Speed?.............."......"... / Plata Washcr.............................. ............ ".................................. Detail 5.1 ROQFS - Roof framing member spans cheeketl7...........".,:..:.....(For Rafters use AWO Rnan Tool;see BBRS Websi[e) 3.1 FLOORS er 780 CMR Ch,p or 55)..:......... • Fi ure 19 f 2 or L13 - / r Ior Pen chm one ..........:.....:. (P erhen9 f 9 ).....-...... .esmallaro l/ 'aming membotspa. F Roof Ov ........".......................... ant , / : a m' enin901mensicn.. "('d8)""""""-"'""- -� Truss or Reiter Connecllons at Loadbeadng Wells s 11� Maximo ,r 8 tl nl N ' FUII Height Weli Stu oor Openingc less then 2'from Extefier Woil(Fig 6)............:. proprietary Connectors � � it ✓ ...............U='jd{�PIt f Maximum Floor Joist6etbac ft sd.' Lateral ....(Table 12)...................._...... � ring Walli ors .....(Fi97).."............_ ...._...... ....... , Supporting)-mola L ....".........(Table 72).............................................L= PIt d 1' `/ Vertical and Horizontal Nailing ave'red F.focr Jals)s • 1x _ .. Shear.........._.........:............".._......Gable l2)............................................. ,Maximum Cantil ,.... ft -- S- PIt _ !wall...............F .. ..................."............". _ SUPportln9 Loadbeerin9 Walls or Shea ....Fig 9)................ ............:."............"........... a e o Ssma 2 or - FloorBradngofEncwable..................:.................. Ridge Slydp Connactlons„Il Coll rll sit tusatl per pate2l...Gable l3). .... ......T!(Loll f „•,,,,,,-,....(vet 780CMR Chapter - - Gala Rake OuUooker...........................:.:...........Figure 20).. A ..... Ilarol' U2 Floor SheatNng Typa............ ....... .. (Per 780 CMR Chapter 55). n �� Ca at N 4. Walls ............. Truss ar Rafter Uons oadbea(Ing W 11 Floor sM1eath'nq Thickness........ .................... ,,., `/ nnec on ...(Tablet)..�dneils at,y'�in edge/fd,l(I'i•V-•��' Proprietary FonnectoraE Floor Sheathing Fastening. .. ........... + _ ab o t4 IJx6 b �- aJ_P1i+Et 1 4 latehai(no of tetl common na ls)..(iaq�14).......................................L=jLQIb. 4.1 WALLS. ✓ Roof Sheathing Type...:......... ......................._....(per('80CMR Chapl..58 gryd5S)...,....... e9 a Dx Vvall ldei ................(F.i97b and Table 5).... R510' -_ Roof Sheathing Thlckness.....................................................................................t_In.27/16'WSP S OteilonN iP �FnVl+eerin9,yells...........:..................:...... R 520' ..............."".... ............................................. g s......."........... ,-,,,,......(F7g..and TeUle S)..'" ....." (� O.USheathin Faslenln ....(Testa 2l.... None-oasttilaatin',giwe8 -. _ _•.......".... J for Pa eh H t g 9-. .... .... .Wall Stud Spacing .............:.:...........:.......................,(Fig I anq Table 51..,.:...:.."......tC in!524'.o:c. Notes: .. VaAcel and Horizontel Nailing e Tel Atta mart Walbstory�.lfs2ts ........._(Figs i&8).............;,.........................' -R 9•d'• L This Mecklist shall be met In its entirely,axcluding lhB apadfic'xc n tion noted In2,to comply with the of ._..._"."_.._..............:............. en the lollbwl 780 CMR 5101.2.1.1'Iten,1.If the checklist is met In Its enarety�l hg metal straps and hold dawns are not 4.2 EXTERIOR WALLS' - r We. - Wood Studs (Table'S1.:F ... 0;fi O-In.in: f�. (Y equlred p the WFCM 110 mph Guide: a. Sl I Sir ps per Rgura 5 Loadbear hg yells..... `.. "b, 2U Gag steps per Fgure t1' , ............................;..........Table 5):.. .. Non Loadbeanhg 1r ........:......• -- =Its.................... ( d Uplift P• l'Flgure 4 Gable End Wall Bracing s .- Su t p o dure�7 per Flgure 188 Flg ra 18b Full Height Endwall Studs:. .(Fg 10) ...................... ft2VJ/3 WSP Attic Floor Length...................................(Flg 1'I).. .....................................�a 0.9W ExcePll�P SS8 do Table 10and1 shall6e Permitted when 5%Is added to lha Pe entfull-hel8ht sheathing . Coiling Length If Y✓SP not used)...... ..(Fig 11) .............. :.. , ^ rc h ptog Gypsum g $ ( "' / requirements shown in Tables 10 end 11. and 2 x 4 C-Unuous Lateral Brace Q 6 R..c...(Fig 11, �.-- ""' """'' '� Tha bottom i In plate In exladorwalls shall be a minMdm 21n.nominal thickness ores§ure Treated 1!2-grade. or 1 x 3 telling furring strips Q 16,spacing min with 2x4 bl.Wng(M 4 fL sparing in end)o'St or truss bay,,�/ Double T.P Plata (Fig l3 and Table 6)........... _.... r - SPI'ce Length ....... .............. � � • a.... (Table .:........ - 1 Splice connect on(na.al i6d common nabs) ( �-�^����'-'-""""' "' "' DOUBLE TOP PLATE\ I 110:MPH EXPOSURE S WIND ZONE \V. Table 2.General welling Schedule. E .JOINT DESCRIPTION _ Number of Number of Nall Spacln-g - - - -- _ Comm6n Nall. B4ox'N-0-2 Roof Framing L - each end ckin to Rafter oa-netted '2 Btl 210tl .. I Blp g CI ) _ each end � 3.16dRlm Board to Rafter(End netted) '� 2 16d.WallFraning :., ,4-led 5-tad At Joints MINIMUMREQUIREMEN70 AT EACH END GF.HEADER Top plates etlnteraactlons(Face-palled) 2-16d 2-16d. 24°o.c.Stud to Stud(Face-netted) DER.9PAN' HEADER NUPUPLIFT LATERAL _ 1Ed i6"o.a.aiang.edges - HEA18d' FULL-HEIGHT (L5) (LB.) Header to Headef(Face-palled)��' :(FTJ � SIZEFlooi FramingSTUD .E%tEND HEADER D TO KING.IUD Joist to SIII,Top Plate or Girder(Toe-Nailed)(FIg,14) 4•ed '4-1 Od :perJolst .2'• 2-2X4 8TU1 9 211. IN e BloddrigloJolsl(Townalletl 2-8q 2-10d each antl ATEnlnsl extend ) 348d' 4.18d oaj.h[lock' 3' 2-2X4 2 41(. 198 up over - •.;• .Bloeking.to SIII or Top Plate(Toe-nailed) heed=r ', - '.':: .Ledger Strip to Beam or Girder(Face-nalled) 8-16d 4A(ld each joist 4' 2±2X4 2 D54 264 - Joist on Ledgelto.0eam(Toe-NeIIOd) 3�8d 3-t Otl perJoist' _ �`. Bend Joist to Jou st(End=nellad)(FIg.14) '3°16d A.16d panJoist ---- -- • Bond Joust to Sill or Top Plebe(Tee-neiletl)(Fig.14) 2-16d, 3-1fitl per toot 5 2-2X4 3 693 330 r _ 6' 2-2X6 'B B31 396 ,rv:.. .. •p 'Roof Sheathing:', _ ' • Wood Structural'Panes 8' 2 2X 2 3 1,108 528 NAIL TOP PLATE 8d 10d 6"edge/6"field • Rafters or trusses spaced up to 16•'o.c • TO HEADER WITH Btl 10tl .4"edBe(4"geld --- -- ------ ---- rTj ,1 NAIL 3CHEDu E;,i:; ' ^ Rafters or trusses spaced over 16'oc.,.' r� - - - --- ----- Bd COMMONS ' TWO ROW O OF Ibd ° i, I: Gable endwall rake or rake trues w/o gable overhang' 8d.1 10d' 6"edge/6"field 594' ..t:•• .:t -- R - st% _ _1- 3-2J<IO 3 2 - AT 3"o.c. NAILS AT 3"0.0. •Gable andwall rake or rake.truss wl structural out lookers ad` 10d 6°edge/6"field r'4 u 3-2X2 4 1,385 660' 9' Gable andwall rake or rake truss w/lookout blocks 6d -lpd• 4°edgo/4"field °> d•s .°0.4 ."d4 �m ,4ds -40•a .e0.4 .qd•4 A•a .°d�,, 10' OR n Coiling Sheathing •o, a, ,°• o•^a , °n.� n.� °• s II' 4-2XIO... .4 1,524. 126 . Neil rchedule sd molars "edge/,o°riela °B�o1 eo'a .°a4 .°oa�°n•• A: \• °a'a�a"g� �TABLE:�S, � �WALL OFF=•NINGS - HEADERS ad common I Gypsum Wallboard TYI.ANCHOR BOLTS AND s . '- EXT ERIOR ot.3•o.c. .. '°• °, °, e• 3"X4 XI/4'PLATE WASHER,' c - VIEN/.: _ Wag Sheathing IN L'OADBE..ARING WALLS - if Stud Structural pat ed up to 24"o.c. ... .. .. °I..•.°A4 °d•4.4t1.4•°d 4' -0 din 'A.. G'e.'.a Btl 10d 6"edge/12"feud •" �, �, •". ,• •. :. i Wall qldl W and 25/2"Fiberboard Panels 5d 000lanJ) '7°ed e110°ftle d °' °' °• °• °• o °, e• e• . MhV51hmB . K"Gypsum Wellboald g .ed'e•.4r1•a•.4 Gn•.°dn•.4 d•4•. d4 d•a•.40.4 .'4 •.�/ p over - Flbor Sheathing heoder - 'Wood Structurat Panels Ed 10d 6"edge/12"ffeltl 4dn .4 A•4 .°,1A .4d.,,--440 ,aria ,40A .°0'A .°d'4 1"or less' _ - Greater then i' 10d t6d 6"etlge/6"1ield n ShaothinB 'Y.- ocinftll ppmx Nall sskedWe (11}Corrosion resistant 11 gage palls and 16 gage staples are permitted;ch@ck IBC for additional requirements.' \ mid'hpighi ed common of 3•..c. ' Nail:Unless otherMso stated,sizes given for falls are common wirfi oizee.Box and phbumationall;of equlvF I.nt diameter end equal or greater length do the speoiBed oommon halls may be substituted unless otherwise prohlbited. A PA ra.lap,arrRra u-Ts ° wa oo usonanoN - p'Bruce pevlLn DeaFFgtko . Az �9 7?4238�517'?3 rG ' a I i x LOT 12 j - S 80'45'40.. E 110..14 $ i LOT 16 N .. N _ - 0 -254-Feet LOCUS MAP I PLAN REF. 118-151— ,,,,,,,,,,,,, DEED REF. 25706-137 LOT 11 ASSESSOR'S MAP: 228-120 132168 SQ. FT. ZONING: RC SETBACKS: 20'-10'-10' 0 0.31• ACRES f o FLOOD ZONE: C N PANEL NUMBER: 250001 0008 D 3 DATED: 07/02/1992 0 OVERLAY DISTRICTS: AP, RPOD, MASS ESTUARIES p _ DECK ' w PLOT PLAN OF LAND % #107s;s;'„%' N LOCATED AT: 30.1 ft 46 8ft 107 STANLEY WAY f' CENTERVILLE, MA a 0 • U - W PREPARED FOR: ALIPIO SIMONS OCTOBER 27, 2011 �i LOT 9 REV: s so 45 k F, REV: 40 E 170.74' i l> REV: A -� YANKEE LAND SURVEY CO, INC. r� 119 ROUTE 149 . LOT 10 ���� '� "=% - MARSTONS MILLS, MA TEL: (508)428-0055 FAX: (508)420-5553 yonkeesurvey@comcost.net www.yonkeesurvey.com SHEET 1 OF 1 JOB# 54770 SH