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0473 SANTUIT ROAD
/ i OKL.f S, !N UJ grT3 S�t.►�i�t-r�- . { PC C,-7c,f- i i c TOWN OF BARNSTABLE BUILDING PERMIT'APPLICATION r y Map pp Parcel A lication —I �� I Health Division Date Issued Conservation Division Appli i ee Planning Dept. Permit ee Date Definitive Plan Approved by Planning Board 81 /1t®1JVG Historic - OKH _ Preservation/Hyannis e ES 1,6 Project Street A dress ) . "A/OF Village n Owner Address Sam& Telephone r- Permit Request GZ b oVi!XYZ'tVt, Square feet: 1 st floor: existing proposed 2nd floor: existing _proposed J,Q Total newI70'6 Zoning District r Flood Plain Groundwater Overlay Project Valuation 1 J V66 Construction Typer> Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )d/ Two Family ❑ Multi-Family(# units) Age of Existing Structure x/S Historic House: ❑Yes and No On Old King's Highway: ❑Yes No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)��,� Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 2- existing ne Total Room Count (not including baths): existing new ! Fst Floor Room Count S Heat Type and Fuel: /Gas ❑ Oil ❑ Electric 71New ther Central Air: ❑Yes o Fireplaces: Existing xi ` sE stin wood/coal stove. ❑Yes ® No p 99 Detached garage:'�existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new, size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Y V ' Telephone Number L /C/1 Address License # � Pomp Improvement Contractor# Email �� 17 1► orker s Compensation # ✓ d �l�✓ ' ALL CONSTRUCTIO EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE p� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: Q FOUNDATION FRAME INSULATION l FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 r e,. • . The 129 FlffiOM♦Derlfth E? ffCtiYSEtlS DT parfineut qfrnd=ftid Accidamir fie aArpestudttos. $ . 600 TFas&irtgi n Skreet Bas&t,MA 02HI � 4 Wrv>4a.maxfdrac Wnrrlmrs' 1<compensatimtInsarmce Af Edavit Bmilder-J !ontr ctarslElectriria„ aluu mho Ple=&Frint Name Addrc= All ° ire an employer?Chiecicthe appropriate boa; . Type of project(required)_ L oat a employez v i 4. ❑.I BMa geuetal confmctor Md I ` employees(�a�for * ,`1�e hired th cMe Sdb_ MdUES _ 7. [-]'Rem❑ ei�oo rut g Esog 2.El am a so-le pmpsiox orparfnef listed ou.fhte aEUt�d shee€ ?- o sip and ham n6 employees 'These sdb-cau�racio have & ❑Demoldion w dt6 forme i a any capacity. e�ayees.a�have x�o�s' g- ❑Dig ad3ifroa [N°jyQdonrg'gyp_in=mnce • . Comp_ina�ranr� . 1 - 5_ We are a arai�cn au its ❑ r � �adds regatFed_j ❑ �P repatEs 3.❑I am.a bomeovmet doing all ur do _ offsets hm ewrcised they 11-❑Bmnlb ngrepaim or ariXtions; tight of per 1t(M Elreps ,�€=��rl�sfcamF C. §I( dwefiave� '� Loaf - `• emplogee�[bi'a��s• i�.porher: . camp-==ante mq irect]' •dapapg6��atchedsbosrlmastalsoffio thesechioabr7mv ic9oag►�eirworkeJs'm��•�++,••pnyrgi a� , #�eoa aestelm saber iris af5daeg is ag Siey a�d�m�eg�a�c sudffiea7gxe autsie eaa�ac�amst suh�t a neeva�d t mdiea��=CIL• AMMt= 601c must attadsed aaa;K�.9�she `x=ingthenameof the Viand sla[evheffm ornotfhnsa eat s]*M ' empkwem If emgIQFers,they ,Pmuide du* -mP.Pa&y--h- I am ma eriip r tLat is prauidutg trarkets'caatpensr i�rt i wzramcafbr my. em1rl`ayeeL B'efow is iffiapa&y od jah sits - Ia�e PoRCY 44,or f-im%.Iic_ rob Sife A&ke Attach a cogp of the wo-rkers'compensatio-agoIrc dsclarafiaa page(showing the paTicy mrm3er and expiration hate). Fare to swam coverage as mquimdnader Secfi=25A of MQ.c_157—cau lead to Sie imposition of csimmai peuahi of a fine up to$1,5410D an&or one-gesrimpdsmmeuk as well as civil penalties is the form of a STOP WORK ORDER-and a fmo of up to S250 Q a day against the violator. 13e adidsed that,a copy-of this stalement may be fk-vended fn the Of Ece of Investigations of the D.TA for ins=co-COYerap Ida hereby Cary &r t-6 fheflre iqfdruzaamp.rmlm d trans a ui carrmt:VAI gimaaftarm PbQne J 0 ffiddumonly. Do trot write in ifzs amrr;to be rsrrrsglet#1 by city artarr u offrcraL City or Ta wm Permikl icense# Fssming kzfh arm(Cade one): L Bwa'd ofHAml& ..lhMIring Dgmtment 3.CiY-"eown clerk 4.Electrical hm ednr S.Plumbing star .OUHW Corgi Person: Phone#- .09I,a.. - ■r_ .■a•t� :■an i.. .I aa/l• r•a+s. u u •` ■- ••aim.r■. rnnu.fl .n•n tll i• [ .+uo • 'la ■Y■■I ■o is a, r_n■Ie' .■■ �.+l / - •:Ian r/ :i - - r r •]l .t i■ - • .■■•■■ tl•. =1. r•nn :r • ■tl ■ /i e. / •% ■and./ _ .n n•1 .l■Y ..I la�..mat. 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Wind110 mph — ExposureCategory.................................................... .................................. .. B 1.2 APPUCABI[17Y ^ L y - Number of Stories ..... 'stories 5 2 stories Roof Pith ....._................ ................:... :..:._..(Fig 2)....... — , Roof Hei lit ...... . •Fig 2) ........L.............. 512:12 Mean 9 ......(Fig 2).............. ........ '. , - ft 33 Budding width,W:........................... ..0. ....::.............(Fig 3)........_ ............ .: .._:...... ....._ft 5 80' Building Length,'L ............................., s (Fig 3)......... ...._.... .. ft s 80, Building Aspect Ratio(L/W) ............................................. (Fig 4)................................................... 5 3.1 — Nominal Height of Tallest Opening2 .................:.................(Fig 4).............................................. 5 6'8• -, -- 1.3 FRAMING CONNECTIONS General compliance with framing connections .......(Table 2)............... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................................................... ..... .... . .................................... Concrete Masonry............:............................... ......................... — 2.2 ANCHORAGE TO FOUNDATION ' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete•only Bolt Spacing-general.....................................:....(Table 4).......... ..-•.........., .................:... in. Bolt Spacing from end/joint of plate . .........................(Fig 5)........................ in.5 6"-12" Bolt Embedment-concrete...............::.....................:..(Fig 5).. .............................................. in.z 7" — Bolt Embedment-masonry.................0.......................(Fig 5).._........._............................... in.z 15' _— Plate Washer.....::.:.::.....:.. .........Z 3'x 3'x'/• ............(Fig 5).......... 3.1 FLOORS Floor framing member spans checked .... ...............(per 780 CMR Chapter 55)..._. .......... = Maximum Floor Opening Dimension.. ............I..._.......(Fig 6)......................:...::.-L_ft 512'or /2 or W/2, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................................... .. . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall........::......(Fig 7)..................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall........:.......(Fig 8)........,............:..............................:. ft 5 d Floor Bracing at Endwalls... (Fig 9):.........:..............................................' ...... ° Floor Sheathing Type :........ .....(per 780 CMR Chapter 55)................... ....._. Floor Sheathing Thickness (per 760 CMR Chapter 55 .. ......... ....••_•_ ........... P )........................ m. Floor SheathingFastening-- .......(Table 2).._d nails at in edge/ in field 4.1 WALLS ' Wall Height. �.` Loadbearing walls,-.,_.;..:........... :_. ...(Fig 10 and Table 5)... A 10' _ Non-Loadbearing walls (Fig 1.0 and Table 5)... It 5 20' Wall Stud Spacing .....(Fig 10 and Table 5).. in.5 24'mc. Wall Story Offsets ................................1. ...............(Figs 7 8 8),... ........................ ft 5 d 42 EXTERIOR WALLS Wood Studs Loadbearing walls...........................:.............................(Table 5)..............................2x_ ft in. Non-Loadbearing walls ... able 5 _— —• n. Gable End Wall Bracing Full Height Endwall Studs............................................ (Fig 10).......... ..........................` - '.:..: WSP Attic Floor Length.............................." .(F•g 11)............................. _. ft>W/3. . Gypsum Ceiling Length(if WSP not used). F' 11 "(Fig j..........................:_.__.........._ft 2 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)........................................................ :.... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... ft Splice Connection(no,of 16d common nails)..............(Table'6).__..............._......................... _......... AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist-for Compliance(780 CIMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of endnafled 16d common nails)..._.........{Table T).._...................... ........................... Non-Loadbearing Wall Connections Lateral(no.ofendnaffed 16d common nails).._...........(Table 8).............................................._.__. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .................................................:...(Table 9)........_........................_ft_in.s 11' Sill Plate Spans ..................................................(Table 9).....................:........_ft_in.511' Full Height Studs (no.of studs).........................._....(Table 9)....................................._..._........... NQn-Load Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................................ ....I.........(Table 9)..................._........... _ft_In.512' .............. . .. SillPlate Spans...........................................................(Table 9).................................._ft_in.912 .............. Full Height Studs(no.of studs)............_..............:.......(Table 9).................................................._.... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...................................................:._...................... 5 618' SheathingType................_............................(note 4)...................................................... Edge Nag Spacing.................................._._..(Table 10 or note 4 if less)........................_in. Field Nag Spacing.......................................... able 10 .............._................. _.._._- ....- Shear Connection(no.,of 16d common nails)(Table 10)_..._.._...... ..................................... in. Percent Full-Height Sheathing..................... 10)_.....:.........._........... ..................... 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)........._. ... Maximum Building Dimension,L Nominal Height of Tallest Opening2.......................................................................... c 6W SheathingType................................_.......__-(note 4)..........................................-.......... Edge Nag Spacing......................._.................(Table 11 or note 4 If less)........................_in. Feld Nail Spacing..........................................(fable 11)............................................ ... in. _ Shear Connection(no.of 16d common nails)(Table 11)..................................... ................. Percent Full-Height Sheathing.......................(Table 11)............................_.................... 9'0 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Wail Cladding Ratedfor Wind Speed?..............._.....-........................................ ........................................._..................... 5.1 ROOFS Roof framing member spans checked?..............._......(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).................................._........U= plf _ Lateralable 12 ................................I............L= plf Shear........................_.._............._..(Table 12)...........................................I S=—Of Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T= plf Gable.Rake Out(ooker.........................................(Figure 20)..............._ft s smaller of Tor L/2 Truss or Rafter Connections at Non-Loadbearing Wails Proprietary Connectors Uplift_............................................(Table 14)............._I...........................U=_lb. Lateral(no-of 16d common nails)... able 14 Roof SheathingType.....................................:. . IT )........................... Roof - .L= lb. _ YP ..........(per 780 CMR Chapters 58 and 59).................. RoofSheathing Thickness................................_............................:.........................._in.a 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)........._..................................._........- Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the.requirements of 780 CMR 5301.2.1.1 Item 1.If the checkist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 m mq P Ph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 fL shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. -FF`C Grrfde to Wbr d Corrsfruc[iort ur.F�)i H LzdArerrs_119=11r ff�=LfZaa ' Masaa chus'eits'Ch eck for Compliance pia cvin 53D I T:1)4. r a. Fram Tables 113 and 11 and lorSan afwaff stt'eaf*U and guild V Aspecl:Rafio,detemune Percant Fu&Helght Sheafiimg and IA Spacing raqulranmr fs: - b. Wood Struc irat Panels shall be-n*ft=Nckness of 7116`and be installed as fblbw-- - L Panels shall be installed WD*mngth azis para al is si k - I M haimnial joins small o=ir aver and be mailed ID fanning M- Dn_single&inn ►cnn&tucfion,panels shall be alla Bd to bottom plates and fn .member of the dovble IDPI —----_.-_---- ----�t�Dn t1ala-Stott + ► onrLPPer panels.sfsat[be�tadled todtie fop memberzftu upper daubia top-- --- plate and b band jots#at batbm of panel.Upperaf arh of lower panel shall be made to band joist . and ioweraffschmerrf:made to lowest plate at first fioarfiaming. v. HDriznnial nail spacing at rimiale top phtm, band joisis,and girders shall-be a double row of ad - stagged at 31)dits an c>ailas pir figs es below:Varn"nd-and Horrmnfal Nag-ling for Panel A&tchment 5_ Gk6ng pmtec6art a)ttew horse car horizzir taladMon-required ifprojedls 1 mule car ciQaerto share(genmally,south of Rim.23 or north of lam.6) b)verfical addffian-nat requlrad r mless them is wive rmmAan to the fast-frmr t)rt_piarrnentwaidows-needs energy cansw aiion=npGaitc;only(chap 93) 5-Wood Frame Carvexudion Manual MR34 for 110 MPH,Fxpasure B may be obfainedfram the Arneric:E�n WODd Council (AWb)vrab-,;Me. - EMMAIMUSEysca War, Lz 4 Li - LL 11 L L tf rc it it o L i i It 11 IL 11 r t t Jr m r[ i k r r r 1 (r . L It Lk zkE l pp a • - - It s[itt i = j�•• - 3a5� •S I[ [t ra L I Cl Z ` l ` i 1. } ZC It n -i!-i! _k 46 PlF>•�R ; l r See-Bala on N�Cd page _ and Har t rgr I ¢�nW t4aTTng � V for Panel Aftarhmeztt �ernGal 9nd Nofimrhrz[Nai�mg • - . for�eI Aftsrl�ntt?rif - - • Town of Barnstable-----a Regulatory Services Richard V.Scal4 Director ` Building Division • > esrs. ` Paul Roma,Building CommissionerNAM " es� �.� 200 Main Street, Hyannis,MA 02601 , `www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EIiE1V MON Please Print DATE: JOB LOCATION: ' number { street village "HOMEOWNER": < name home phone# work phone# CURRENT MAU ING-ADDRESS: 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. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or.intends to reside,on which theie is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory.to si- - 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, n".al bylaws,rulos 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 3 5,000 cubic feet or larger will be required to comply with the. State Building Code Section 127.0 Construction Control. HOMEOWNER'S ERENIPTI0N 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 p# h_B omeowmer`shall acf ' as supervisor." r .... Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a'supervisor(see Appendix Q,RuIes&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 Iast page of this issue is a form currently used by several towns. Yon may care to amend and adopt such a form/certification for use in your community. Town of Barnstable Regulatory Services MAM $ ` Richard V.Scab,Director ` Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 0260.1 www.town.barnstable.maxs Office: 508-862-4038 _ Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I , as Owner of the subject property hereby authorize G to act on my bebA in 0 matters relative to worm authorized by this building permit application for. - G hi (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S' of er Signatate of Applicant - Print am a Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS -- WORK_'F$COMPENSA bN AWY,�MPLOYEAS.LIABfL". INSURANCE POLij I INFORMATION.PAGE AssadiatedN pro"rs lasursnce.Com y 476-27 65 NCCI NO 410959 POLICY NO. WCC-500-5006114-201-A PRIOR NO. WCC-500-5006114 2016A ITEM 1. Tfe Jrasuisecl fmXicJ:iaeJ DaJuga . , ,DBA: Vila a Crat!;;B xidn &.Remor+e!!'va Legal Entity Type: Sole Proprietor Otherwor,kplaces not shown above: 2. The pojicy,perdod is from 12/23/2017 to 12l23J20k-W. ?,2 0t1 a.r*siand''d tlm 'ar rho ! sr�rei+'s !di address. Workers Compedaci a poled'dpplbs da 6t►e.fditarktets Gorr�peosa am Law: i'€rim. . . states Wed here: MA B: Ermloyevs:LiabldNtyGrrsurarJoe: Part,Two of the polcy;appdies tawork:iin t each{state listed m,.iterra 3:A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000.,policy limit Radi"�kn(Liry by nt 4 7)nlA,F(1l9L0>each.,grm 6r i g �C. 4ONer Sketes Pnsrsr"ajr": fuvere ae y Endiorse eW WC:.2,0 03�06 D. Th�g'_Py6� lrtG!l LIESth' p FnLIL�►5�r�?£ntS anii'Srhari{�lag; ° F:F HFfI IE F.' 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Cl3esificatiorfs' P'rernium;Ba'sis Rates Code Estimniated P,er$00 ( Esdmated� Na- ..TMai+�'t�tctval Gk llrettc t �. `R>vrrairmera rorz uneeatiare 4'.: Premium, INTRA 355380 JNTER SEE CLASS CODE SCHEDU E Tua1 ,tarnated ►nrrt9al?Premtgm. 874 KaO�' �V Opposrt.Preminm $1,+009 .STATE; .CL 5S MA 5645> State Assessments/Scrrcharges $3,522.00 x 4.5600% $161 i nis:policy,!nciudir g.aii eriaorsements,!s riEreoy°countersigned by Authorised(S'igpatcre Dg.. Servscp C ' bdIrm&?Parsons hstllrance Airer Icy!mac 54 Thlr@ Av enue, ve Nye, f?t?Box 527 Btxrtngtori.IvtA;ai8fi33' Stoughton, MA 02072 I • 1"l w materaal of theiwitionai Council on Compensa't'ion1nsarance., ' -3t�s�iennission, L Massachusetts Department of Public Safety ®` •Board'of Building Aegulations and Standards License: CS-050234 Construction Supervisor MICHAEL DELUGA 568 SANTUIT RD' `� k COTUIT MA 02635 Expiration; Commissioner '07/09/2018 j • t ° cJ/ae c(.o�rivr�ao�raulecrlll a��Zcctmcr,��cc�eCly Office of Consumer Affairs&Business Regulation I: a HOME IMPROVEMENT•CONTRACTOR Registration 05548 Type: ` ? Expiration = /17L2018 DBA --• �'' VILLAGE CRAFT BUIh�Q�NG REMODELING Michael Deluga ; 568 SANTUIT RD. COTUIT,MA.02635 Under3ecretary j {ri i btu, License or registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 { Boston,MA 02116 Not valid Wit out t re ° AWC Guide to Wood-Consiruction in I igil Waaad Areas:110 mph Wind Zone Cheeldi t for complflaslace(780 CMR 5301.2 1 1)I Loadbearing Wail Connections Lateral(no. of endnailed 16d common nails .............. , Non-Loadbearing Wall Connections ) (Table 7)................; Lateral(no.of endnailed 16d common nails)...............(Table 8)............ ....:......................:...:: °.....::. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) SillHeader Spans ...................................I.......I............(Table 9 Plate Spans ).................................. �- ft-D 1 ...(Table 9 ._ in s Full Height Studs no. of studs )..""""""""""••.......•• d/ Non-Load BearingWall Openings ) ••'•'�"""""""'"""(Table 9 (record largest opening but check all openings for com lance to Table 9 Header Spans.. p )...........................................................(Table 9)..................... Sill Plate Spans.... ••••••••••.aft a in..5.12' ................)....................................(Table 9 �ft Q in.512°- Full Height Studs(no. of studs )""""" _ ....................................(Table 9).................... .....Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 "'"""''""'� Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...•.. . Sheathing Type......................... (note 4).......,....................,..........:.:.....:.:1 �s 6'8" v' Edge Nail Spacing.......................................:.(Table 10 or note 4 if less).;.....;.,........,.:::: m. Field Nail Spacing...............•..... - ...(Table 10) Shear Connection(no.of 16d common nails)(Table 10 Percent Full-Height Sheathing )............ ...........`'r.......................(Table 10).......................:... % - 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..:.................. Maximum Building Dimension, L Nominal Height of Tallest Opening2.................. SheathingType...............:...... to )..................,.,................;........,Y Edge Nail Spacing.:................................:......(note 4)....................... . 8" ✓ (Table 11 or note 4 if less).............•.......... in. Field Nail Spacing....... (Table 11 '— ShearConnection(no. of 16d common nails)(Table 11 ................ `f m. ............................................... v" Percent Full-Height Sheathing .......................(Table 11).......................................... .......... %;, 5% Opening>6'8"(Design Concepts)................ Wall Cladding Additional Sheathing for Wall with Oi Rated for Wind Speed?................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ......... (Figure 19)..............Eft s smaller of 2'or U3 Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....................................... (Table 12).. a U= gip Lateral ....................... ,. .. (Table 12) Shear... ................ _ If ....(Table 12)....................... S=� P Ridge Strap Connections, if collar ties not used r 1 """"' .,ag,e% .... (Table 13). pif Gable Rake Outlooker............... a � /-� ......•.T=b'7Zplf (, i pure 2Q)..............�I s smaller of 2'or U2 uss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................... ...{Ta�,le 14).................,... _�/' Lateral(no.of 16d common nails)...(Tehle 14)............ b v' Roof Sheathing Type L= Ib. r� s ... ............... .......................(per 780 CMR Chapters 58 and 59). Roof Sheathing Thickness..�........................ """.••.•••••• Roof.Shea.hin Fasten' .........1........................ ...•.... ill. z 7/16"WS Notes: + 9 g ................... .......... . (Tal ,e 2).., ................� 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 r b. 20 Gage Straps per Figure 11 Y,. C. Uplift Straps per Figure 14 d.' All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted vvh•en,5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. 5 t C Cow l; �y>i) ) "ii �?'r •• .. f t , 'I V t }Ifj S Y� � ,8� � ' •' '.t r { : 4 .� nt ., l N, � � .�;1 r y�'y h� �, s� �,�1� Z- � w� .}ti},4 �_ � t r;9 M „ I . ry s ' 4 :�+ '` II'i a k�i ? . Fr -�' 4+� T S�c 4 J�e':f ?M."•, k t.a PF ^ f i k✓ `fi e4,,� +� p / r, .I° 4 - t 'r{ : '- °.' '��... ,t t#";.x3 i v r?r, t Is ti td^ a>•t r. . y' l EleamChek v2013licensed to:Giampietro'Architects Reg CBD-Finigan residence new.•Livingroom beam I •, t: Beam#1 ''Prepared by: LFG r Date. 12/19/17 ,a' ;, ' y ti, Selections {3) 1-3/4x'16 1.9E TJ Microllam LVL ; �;; : . � Lu r Conditions NDS 2012 t S ' Min Bearin Area'• R1='5.8 in R2. 5 8 in 1 r n k" of g ( :5) DL Defl 0.38 I r rr Data Beam Span 16.0 ft r i�, :r t; , p4 ii;z N o Beam Wt per ft ;' ,21,58 # Reactiomi TL '3752#, Reaction 2 TL„ s Bm Wt Included,; 345# r Maximum V 6' "3752# '"s 411 Max Moment .;19631 '# Max V{Reduced) tC;3319 k" TL Max Defl t. L'/240, TL Actual,Def14 L/506 �� k ;�p��� �� " r �X Y} p # i 9+ j' Attributes . Section (in° Shear(in') TL Defl (in) Actual 224.00 84.00 0.38 •°t f Critical 108.87 26.21 f. ' 0.80 ': ,`af 4 s aY k A ' < Status t -OK OK OK t t;, Ratio•. 49% 31%. c 47 p' 'Fb (psi) Fv psi E'{psi x mil) Fc si v f g. Values Reference Values 2250 ; _'¢ 190 +- 1.8 650 g �;r i 1 ' i t' Adjusted Values 2164 190 1.8 °Y'a 650i °¢..`i,:;, `1 Adjustments ,CF Size'Factor 0.962 � . - i• a � �` k E° g Cd 'Duration 1.00 ';, .1.00 M t < Cr Repetitive,` �F 1.00 t ,� p. ` Ch Shear Stress t,'f f i N/A 1 t Cm Wet Use' .1.00 1.00 V,1.00 e. 1.00 _ ' CI Stability. 1.0000 Rb=0.00 Le-0.00 Ft «u ! Loads .Uniform TL: 303'=A Point TL Distance A, r B 2311 8.0 *''SPED AfjC, r w 0 t29 90 N NO.'49 i, .4 c-) FAL MOUTH , hk: It Uniform Load A IPt loads: © M:y r R1 = 3752 f rtv �t ' x 1 ,• � - rt R2 3752 SPAN = 16 FTt Uniform and partial uniform loads are Ibs per lineal ft.': t t' t5r w. i Notes CBD-Finigan Res for Coyuit Bay Design 473 Santuit Road, Cotult, MA ! 'Y 41 .. a . - ... �. i i G.A. Project# 1796 M1It r F - , AVdWC(guide to Wood Construction in Agii Wind'Areas: 110 t��h Find Zone=rt Massachusetts Checklist Checklist f®jr COMPHmce(780 CMR 5301.2.1 1)' gj 1.1 SCOPE Check C Wind Speed(3-sec. gust). ompliance Wind Exposure Category..*..'.g .. . .......................................................... .....:.:................. ....110.mph ..............................................' B 1.2 v APPLICABILITY Number of Stories ••... 4.. Roof Pitch ............................................ .... ....•...(Fig 2). stones s 2 stories` Mean Roof Height ....•.......... (Fig 2) _Jc?_.s 12.12. Building Width,W ............(Fig ) ...... (( ft s 33�' Building Length, L . ............ (Fig 3)..... ,.•.......•....::... ft s 80' i Building Aspect Ratio(L/W) •...•.................•.... ...............,..(Fig 3)........................... ... ... ft S 80' - -" Nominal Height of Tallest Opening Z ...................................(Fig 4j.•..•.,........... ........•...... s 3:1 �. 1.3 FRAMING CONNECTIONS F � General compliance with framing connections.................. (Table 2) 2A FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete,......•. ". Concrete Masonry.......................................... ... t � 2.2 ANCHORAGE TO FOUNDATION''g 5/8"Anchor Bolts Imbedded:or 5/8'Proprietary M , Bolt Spacing general p rY Mechanical Anchors as an alternative in concrete onl —g. (Table 4).......:i............Bolt Spacing y from end/Joint of plate • ""•'••••••••••• ••�•� !�� m• ' ..............(Fig 5)......•.......•.................. Bolt Embedment—concrete..:.....•...................... ....--�, in. —12 Bolt Embedment—masonry ... ,(Fjg 5)'........ :.... n, 2 7" ��• Plate Washer'....... .................................................(Fig 5) ...................•. . ....... in.Z 15" I ( g ).. , ° 3°.x3 x/. I 3.1 FLOORS Floor framing member spans checked ........:...................... (per 780 CMR Chapter 55).. Maximum Floor Opening Dimension............. Full Height •.......•...(Fig 6)...........................:�ft 5 12'or L/2`or W/2 ` Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................. `�— Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall Maximum Cantilevered Floor Joists (Fig 7)"""""" ®ft s d Supporting LoadbearingWalls or Shearwall a Floor Bracing at Ende alis... . .................(Fig 9) ...................•............. .. -� Floor Sheathing Typ ..... ••...(per 780 CMR Chapter 5 . . Floor Sheathing Thickness ••••••���•......•••""" (per 780 CMR Chapter 55). ✓° Floor Sheathing Fastening .. fi in. T� (Table 2).. d nails at�in edge/ eld _1G 4.1 WALLS Wall Height Loadbearing walls......................:................... ...............................................(Fig 10 and Table 5)...................... _7 ft s 10' Non-Loadbearing walls ••• � � �� Wall Stud Spacing g .....•..........""""•'•"•"""""......••(Fig 10 and Table 5 Wall Story Offsets .....................................................(Fig 10 and Table 5)............... s.... ,in. 24'o.c. (Figs 7&8 .................ij(Z�ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....... .......................(Table5)..... 2x� Non-Loadbearingwalls - ftIn. ............(Table 5Gable End Wall Bracing' )............:..... .........2x�-� n Full Height Endwall Studs.............. WSP Attic Floor Length........•......,. (Fig 40)......................... ; Gypsum Ceiling Length(if WSP not used). ................(Fi(Fig 11).................... ...... •ZW/3 .e'J 2 x 4 Continuous Lateral Brace Q """' 3j ft z 0 9W tt Double Top Plate 6 ft.o.c. . (Fig 11): ..... . t Splice Length ` k .....nails).....•........(Fig to and Table' 6 Splice Connection(no.of 16d common nails )............. ' [/ .�_/ AWC Guide to Wood Construction in High Wind Arens: 110 tnph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2a.1)E 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -FT HEN THIS EDGE RESTS ON AEING EJS£Sd NAILS b c f1------T_____ - 11 11 1! 1 Y 1.1 11 11 11 11 It I 11 11 1 11 11 11 1 11 1l 11 11 _ O ft 1•! Il 11 !1 Q 1 . ..I! 1" 11 1t CO ao h it � Q 11 11 1r I W ii il_� 1 - I1 1.1 11 7 - I1 lY 11 11 1 1 W II !1 11 • II DOUElL.EEDC� •-__ � MAILSPACM } PANEL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mnph-Wind Zone Massachusetts Checklist for Compliance (7sa Cmx 53O1.2.1,I)l + u k m i 0 I FRAMING MEMBERS � i + EDGE UTERMEDIATE + z r STAGGERED 3"MMd MAIL PATTERN � PANEL PANeL EDGE DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment - I cry I I O I YOU WISH TO OPEN'A 6USINE58Y For Yourinformedan: "Businessaertigoates(cost$40,00far4years).AbusinessterdliiceteONLYREGSMREYOURNAMEIntown[Mbliyou I I u - must do by M.G.L-It does not give you permiselon to operate.)You must first obtain die necessary signatures on this form at 200 Main St,H Vann Is. Take the completed fomi to the Town Clerk's Office,Ist FL,367 Main St.,Hymnle,MA 02601(Town Halo and get the Business Certificate that Is - - . - --1 I I •- required bylaw. _ - I E OATE, 1 s Fitl,, leaseQ am : . APPUCANTS YOUR NAMqee- iP➢�L et-j B ESS -YOUR HOMEA➢ORES?a.�s- I c�r m I I u 2z H--Lt4v) _ rd - HONE M Home Telephone Number CV I I NAMEOFy(:O.RP.ORATIO CV o NAIVIP,OF NEW'SUSINES - V6 TYPE OFBUSIN�B� I I m z IB:'hB9 A HOME.000UP.ATON°• .Y NO - - i A.OMSOF-SUM -i' �MAtijaliiiCgt'Ni)111186N'�Kt'� � .-rn�=sm N - When starting a new business there are several thing you must do in erderto be in aamplienoe with the rules and regulations of the Town of I I Barnstable.This form.ie intended to assist you In obtaining the Information you may need. You MUST GO TO ROO Main fit-(turner of Yarmouth_ Rd.S Main 6traeti to make eum you have the appropriate petinics and drcnses required to legally operett your bydnese in this sawn. - I 1 4. BUILDING CO fi810 R'fi O pE TTIs Indwldp I h in e a arm' ure� m_grate that pertain io this»ype of buslneMUST COMPLY WITH HOME OCCUPATION I I �"�— RULES AND REGULATIONS.FAILURETO a l MMEN Aurh gin • COMMYMATFINULTINPIN€S. a� 1 - . 2.BOAR.OFHEW. - I This lndNiduai hoe bean lhfarmed tithe p—la requtemant.that psrmin to this type of bualneas Authaued Sianaturs- - _ - sn COMMENTS• 3.CONSUMER AFFAIRS(LICENSING AUTHORrrYI - c Thla Individual has bean Warmed of the lloendng requirsmama that pertain to this type of bualnass - o - _— o I. rn I ._ ._ - Authorized Signature•' � I as d - COMMENTS: .. . ra I rn I E . e o I 1 Ltsrtv v aso X dE CAI 1 Cif I I 0,-, I I v-�mLn - �. I .X F— I cwww - - I I o rt — o YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You'must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st Fl., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: ( Fill'n pleas tst ;64 1 . � 3 APPLICANT'S YOUR NAME/S: ��CRI BL)SINESS YOUR HOME ADDRESS: '7 `5 � A.y, LEPHONE # Home.Telephone Number _ NAME OF.CORPORATION.; NAME OF.NEW BUSINESS` '� t- TYPE OF BUSINESSTA IS THISA HOME.00CUPATION?_ ,3C YES NO ADDRESS OF'BUSINESS 'MAP/PARCEL NU 11 MBER ( 1�13 (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need._ You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO R'S OF RP This individu I h e inTb a an erml requirements that pertain to this type of busineq%UST COMPLY WITH HOME OCCUPATION Auth ri gsat e** RULES AND REGULATIONS. FAILURE TO . MMEN COMPLY MAY HIMAT IN FINES: 2. BOARD OF H TH - This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3 CONSUME R AFFAIRS (LICENSING AUTHORITY) . This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: i Town.of Barnstable Regulatory Services o Thomas F.Geiler,Director Building Division &UMSTABLE y Mass. g Tom Perry,Building Commissioner 039.iOrFn 39.t a� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: DD Permit#: FIOM E OCCUPATION REGISTRATION Dater Name:G 1�5 t —&C— Phone#: Address: W '7 Z 5f�N 1 q-kT "D. Village: C O T Name of Business:_ L1GL Type of Business: l A tic;I C)Gg-fty HY Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be pemutted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a'single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations.to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes: • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. , • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard.. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the d,have read and a ee with the above restrictions for my home occupation I am registe Applicant Date: Homeoc.doc Rev.01/3/08 i Rental Agreement and Lease This rental agreement'is made between: Jeffrey C. & Linda S. Richardson (Landlords)_and Steve Fitzgerald (Tenant) For the property located at 473 Santuit Road, Cotuit, MA The lease is for one year starting on August 1, 2011 for the amount of $600.00 a month, payable on the first of each month.. The rent will be paid monthly for 12 months for a total annual amount of $7,200; (the term"of the lease).: This lease automatically'renews on August 1st and any change to the monthly lease amount will be effective at that time. There shall be no sub-leasing of the property. If the Leased Premises or any part thereof shall be destroyed or damaged by fire or other casualty following the execution of this Lease and .during said.term, then this Lease.and said term shall terminate at the option of Landlord. Landlord may terminate the tenancy or modify the terms of this Agreement by giving the Tenant 90 days written notice. Tenant may terminate the tenancy by.giving the Landlord 30 days written notice. (Tenant) is not responsible for the electric, gas, telephone, lawn care. (Tenant) is responsible for insuring his personal property. (Tenant) agrees to use the premises for residential purposes 7nd not for illegal, immoral or hazardous purposes. (Tenant) may not have animals. (Tenant) (Date) (Phone) 508-944-5551 cell; 508-339-8600 work (Landlord) (Date) 508-944-8842 cell (Landlord) (Date) YOU WISH TO OPEN A BUSINESS? For Your.Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not giv,e....you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St.,.Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall),and get the Business Certificate that is required by law. il+§i> �S"rs3i ,• DATE: 2 ( Fill in pleas APPLICANT'S YOUR NAMES LPN CQ B INESS YOUR HOME ADDRESS: +-�? 15M t►2d� G© (mil 1 y.( dh c�7.€,3a� aA rif l a -T L PHONE # Home Telephone Number -L NAME OF,CORPO.RATLON. <: •. NAME OF NEW:BUSINESS f- C- QC�, TYPE OF BUSINESS T— CX IS THIS A HOME OCCUPATION? "YES NO` ADDRESS.OF BUSINESS ! MAP/PARCEL NUMBER Z�( 13 (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form.is intended to assist you in obtaining the information you'may need.; You MUST GO TO 200 Main St.'- (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIOL F EThis individu I h elil an erm' requirements that pertain to this type of busineUST COMPLY WITH HOME OCCUPATION A ith ri gnat e** RULES AND REGULATIONS. FAILURE;TO . MMEN COMPLY MAY FOWLT IN FINE& 1 2. BOARD OF H TH This individual has�been informed of the permit requirements that pertain to this.type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: i Rental Agreement and Lease This rental agreement is made between; Jeffrey C. & Linda S. Richardson (Landlords) and Steve Fitzgerald•(Tenant) For the property located at 473 Santuit Road, Cotuit, MA The lease is for one year starting on August 1, 2011 for the amount of $600.00 a month, payable on the first.of each month. The rent will be paid monthly for 12 months for a total annual.amount of $7,200; (the term of the lease)_ This lease automatically renews on August 1st and any change to the monthly lease amount will"be effective at that time. There shall be no sub-leasing of the property. If.the Leased Premises or, any part thereof shall be destroyed or damaged by fire or other casualty following the execution.'of this Lease and during said term, then.this Lease and said term shall terminate at the option of Landlord: Landlord may terminate the tenancy or modify the terms of this Agreement by giving the Tenant 90 days written notice. Tenant may terminate the tenancy by.giving the Landlord 30 days written notice. (Tenant) is not responsible for the electric, gas, telephone, lawn care. w (Tenant) is responsible for insuring'his personal property. (Tenant) agrees to use the"premises for residential purposes on nd not for illegal, immoral or hazardous purposes. (Tenant) may not have animals. 1 (-2�`�. z-z � (Tenant) (Date) (Phone) 5.08-944-5551 cell; 508-339-8600 work (Landlord) (Date) 91T 508-944-8842 cell (Landlord) (Date) Town of Barnstable Regulatory Services Thomas F.Geiler,Director • Building Division snexsrnsM MASS, Tom Perry,Building Commissioner AiFo A` 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Z. Name:Z!_C—:i?Q F 0 r i Z,6C—91ki.-b Phone#:�E�1 2 7 q"2 2.qq Address: irl '7?. S Pf lzD, Village: Name of Business:L--J)-0 s Type of Business: �l/@�'i������Q Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal_residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be pemutted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one.van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to F exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the ; dwelling unit I,the etS d have read and ee with the above restrictions for my home occupation I am registe Applicant _ Date• Homeoc.doc Rev.01/3/08 g TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 'Application # Health`Division Date Issued Z Conservation Division ;Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic '- OKH Preservation / Hyannis Project Street Address _ ��1 sAls ly 1-7 Village ` c Owner -0-EFFR11�1 Fk(Ah�I:BDSD/ ) Address �m t- le-� Telephone Permit Request 101cDT> 2--tA C&I-LQ L WI-ff -M -OPT &I IQ cS�L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed __Total new 4 , Zoning District Flood Plain Groundwater Overlay Project Valuation OD Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)_ Number of Baths: Full: existing _ new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New _ Existing wood/coal°stove: L Yes 'J�t No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ n6a size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: ? ' ' =4 ;L91 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �? rt Commercial ❑Yes ❑ No If yes, site plan review # _ Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name coNo►2 Telephone Number 33 1- n-Z- 2923 Address 3-1 (3 y1 Iff C License # 0Z71 SPfNJb Wit* r MA Home Improvement Contractor# I Wes 14 Worker's Compensation # L 01 7,66 L4D 12612 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO g1DOZA) SIGNATURE_ DATE 112 I FOR OFFICIAL USE ONLY APPLICATION# t _DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' 't 3,;_-FOUNDATION , FRAME INSULATION. FIREPLACE ELECTRICAL: ROUGH FINAL - . PLUMBING: ROUGH FINAL ` GAS: v ROUGH n- :! FINAL r :FINAL BUILDING'k_ DATE CLOSED OUT ASSOCIATION PLAN NO.-, y I _ OWNER AUTHORIZATION FORM (Owr;er's Name) owner of the property located at (Property Address) (P or perty Address) f hereby authorize {, ,_. �C Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. OF Uwri nat re Date f, The Commonweulth.of Massachusetds print Form Department of Industrial Accidents Office of Investigaztions 1,Congress Street,Strafe 100 $oston,MA 02114-2017 w►utv.rnass,, ovldia Workers'Cilimpensation-Insurance Affidavit; iBuilders/Contracltors/Electticians/Plu;<nbers ADt Hl ant Information Please Print Legibly Name(Business/organizatiordindividuai):FRONTIER ENERGY SOLUTIONS Address:376 ROUTE 130,SUITE.i✓ city/state/zip:SANDWICH,MA 02563 Phone :339-832-2823 Are you'an employer?Check the appropriate boss Type of project(required): I 'a I am' a employer with $ 4. ® 1 am a general contractor and 1 g have hired the sub-contractors 6. Q New construction' employees(full and/or part-time).- 2.Q I at'n a sole proprietor or partner- listed on the attached sheet. 7. Q,Remodeling ship and have no employees These sub-contractors have g. Q Demolition woikin for me in an capacity. employees and have workers' � y � ry� 9. Q Building addition- [tdo workers'comp.insurance comp.instttance? required,] 3. Q We are a corporation and its 10.Q Electrical repairs or additions 3.[ I aitf a homeowner doing sell work officers have exercised their f I LEI Plumbing'repairs.oi additions myself.[No workers'comp. right of exemption per MGL. I2,0 Roof repairs insurance required]i c. 152,§1(4),and we have no employees.[No workers 13.0 Other { comp,insurance required.] ',Any applicant that ducks box#!1 most also fill out the section below showing their workers'compensation policy information. Homeowners who submit this of dwit indicating they are,doing all work and then hire outside conuuctors must submit u nety affidavit indicating surfl TCotttraetors that check this box must attached an additional shect shoving the name of the sub-cDwractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provid;their workers"court.policy ounibu. I am an employer that is providing workers'compensation insurance for my employees. Below is die policy and job site informauohe Insunince'Company Name AIM MUTUAL INSURANCE Policy s or Self-.ins.Lic..#:6012954012012 Expiration Date; 7/2512012 Job Site Address: —1 _ �'n`�i t I" City/Stare/Zip: Attach a copy.of the workers'compensation policy declaration page(shorting the policy"umber an expiration flare). Failure toisecure 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 agaainst the violator. Be advised that a copy of this statement may be#'orwarded to the Office of Investigations of the DIA for insurance coverage verification; I do hereby cerfify under the pains and enaldes o !rju that the in ormadon provided above is true and correct Phone# .339-832-2823 tOfftraaJ use art/y. Do not write in this area,to be completed by tits or town ojf ciul City or Town: Permit/License 4 21 Issuing Authority(circle one): 1.Boord.of'Health 2.'Building Department 3.City/Town Clerk 4.Electrical inspector 5.Plumbing.ittspectvr 6.(Other � a Contact Person: Phone f#: f ' CERTIFICATE OF LIABILITY INSU ANCE' innx�zu�i THIS'CERTIFICATE IS ISSUED AS A-MATTER OF INFORMATIONS HD ONLY A CONFERS NO RIGHTS UPON THE-CERTIFICATE HOLDER.*THIS CERTIFICATE': DOES ROT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE-COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE,:OF y INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ( ,. niPOATANT: If the certificate holder is an ADDITIONAL INSURED, the poliey(ies)-must be endorsed. I£ SUBROGATION IS FIAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this.cert9,ficate_ :does not confer rights to the certificate holder in lieu of such endorsement(s).' - . Rogers & Gray Insurance Agency 1 Inc to/C. n.. Eat : IAyG: Rol: p}��//�� E-MAIL ' PO BOX 1601 ADDRESS: PRODWER . South Dennis, MA 02660 00mun IDS. IPSVSWD S)APYORDIN0.O0MERACI RAIC A ' SNaPReRA:.A.T.M. Mutual Insurance Co 33758 Frontier Energy Solutions LLC IusonER B: 39 Siasconset Drive/ JJ,ADRER D; Sagamore Beach, MA 02562 _ IXSDReR'0: - ti SN^aUNEft F:. tee. - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS'IS TO CERTIFY-THAT'THE POLICIES OP INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PEPAOO INDICATED. NMITHSTANDING ANY REQUIRDWRT, TIRd OR CONDITION OF ANY CONTRACT OR OTHER DOCDt+Q?T WITH.RESPECT TO WHICH THIS CERTIFICATE NAY BE ISSUED OR MAY - - PERTAIN, THE.INSURANCE AFFORDED BY Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS'AND CONDITIONS l P SUCH POLICIES. LD3ITS SHORN MAY HAVE'BEEN.REDUCED BY PAID.CLAU0. - v FOLICY EFF _. POLICY ENTw eDLxcY NtIMBF1l LDUTs TYPE, oMSePlrYwn nM/PP/vl'r» .-.GENERAL.LIABILITY '... ' BACM OCCURANGE -b Qs-*W.A71AL GEtric^^•AL..YAFILIV � � 'DAta=TO RUWKD - 'S . PREMISES;E'.000uzrancn) 00CL+',IN3 - / ; ❑ i Lisp CID DAM Ono-Peroon) r ❑ i - PERSONAL A ADV'IWOAY S' OP,NdPJ°L JdsP9.H0AT8 S.' L'S:!'L AriF6DiaATE 1IkfIT A:I'LIEa Rtt, ' �F'UJ3r" ❑PPy510.`T DU;•: PRODULTD-IXMPJOP AOG 8 � AUTOWOSILE LIABILITY - C IBRO$IN=Lim? - • 'BODILY INJURY tpaa yaawn) 8 ^ QA4L C4 rl WT:e f DODIL?IWORrt),az accadeotl P Omar, DAMAGE 8. - tfI6EI!e21PiS IP4r•ecaaeP:) - ° ®!Sir£:Ciz.0 L'L?S+ p CAM QOCUXXFNOS $ . LIM � t.A1tL.XAI•E I AOGRPJL.TE 8' ' ❑LE1JA TIFIE , 8 �q.EIRtRIvt1 5 - 8 WOR1QW'COWNWSATION - ' ac crew- ate• - AM FD 40YEES-LIABILITY THE:FR'r':RDETyFJfAf: NEf;S;t E.L. cum ACCIDarr. S J�1,000,000� &%5nJTIV-E FFICERS ARE 60129540 2011 R.L. Smug- ue L'UnT s 1,000,000 07/25/2011 07/25/2012 nIPEABE-sa ENPLOYER 5 1,000,000 COCgtN?i(OBBWIYTIOE OF.OPRIWI0"OR LOCATIOBbt. '.. ALL MEMBERS ARE EXCLUDED FROM THE WORURS'COMPENSATION POLICY, CERTIFICATE BOLDER . CANCELLATION CONSERVATION SERVICES GROUP. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE . _ EXPIRATION DATE THERTLOP, NOTICE WILL BE WELIVERED IN.ACCM AM--WITH THE. 50 WASHINGTON STREET• POLICY PRDVISIOHS, • AUTXDR[RED REPRASoNYATJV6 ' WESTBOROUGH, MA 0158.1 r • --. S1�.i��:1i'1111e�t6*:I,1c1+�i•tx:�Cxxt s,t f'u{�1i `��►lc3t , ' B ; a oral istzn xc4, �, ;. _� _e: .. _ . . . ....,.. mm•s„,, .. .� �. .,«�- i 9 ti ;ter►+l-iz'c'I� � to c�lrs� 1 rrense: CS SL 102778 , � Rectsretet7 to: IC. , - GONOR MCINERNEY W SIASCONSET DRIVE SAGAMORE BEACH,MA 02562 8f1912093 Try; 102770 t ;a _� C• :IfF r,r:riiefn rirl.W�.',r.li r# "'� is — � O'(Iiect�FCnnsun�cr 1f[airsh 1;til�sinessltel:nla;�+� ' c n fo HOME IMPROVEMENT CONTRACTOR: � e: Registration: 160854 Y1s u c s m. Expiration: 31812012 I LG f Ftt) ITtEF2 ENERGY SOLUTIONS Y r ry p R MCINER1dEY Gt7NpR m: trs =e_ 135 STATE RE)51117E#d SACAMORE(3EACH,MA 02562 [Fniier^ru e�Mf7 n p: . .. �... ` ..+. r. —tit r ..� '8':.. r, _ _ • �t r Town of Barnstable *Permit#20�19z)q d^] '4 Expires 6 m the o ssue date Regulatory Services Fee MRNSPABLE, : Thomas F.Geiler,Director �G 16j;9 ,�� Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Prope Address /7 J S24ki-1 AV 7Residential Value of Work �_ C�JQ Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Contractor's Name .G'l/'r�, � b�' � n' � � Telephone Number 52 �G'- � Home Improvement Contractor License#(if applicable) 6 7 36 ❑Workman's Compensation Insurance Che one: I am a sole proprietor -PRESS PERMIT ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance AUG 12008 Insurance Company Name TOWN ena N F E3ARNST.ABLE Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request eck box) Re-roof(stripping old shingles) All construction debris.will be taken toa`�S �f ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum y *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A co of the Home Improvement Contractors License is re uir�`eil"----NYPV1- �l.l PY P q � t SIGNATURE: QAWPFILES\FQRMS\building permit forms\EXPRBSS c Revise020108 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name(Business/Otw&-ation/Individual): Address:_ n-Al f led . � � VZO City/State/Zip: LA Al, � Are you an employer? Check the appropriate box: Type of project(required): 4. I am a general contractor and I 1.❑�Ia a employer with 6. ❑New construction oyees(full and/or part-time).* have hired the stab-contractors 2. a sole proprietor or partner- listed on the attached sheet 7. El Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 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]Pymbbing repairs or additions myself; [No workers' comp. right of exemption per MGL 12. Roof repairs 152, 1(4),and we have no insurance required.]t c. § 13.❑ Other employees. [No workers' comp.insurance required] *Any applicant that checlo;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 them 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-contractmrs have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and jab 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 scone 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 statcmerit may be forwarded to the Office of Investijzations of the DIA for insurance coverage verification. I do hereby c7T u er the pains.Mlfop erjury that the information provided aboveis true and correct. Si ature Date: O —� Phone# Official use only. Do not write in this area,to he completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: defined as"...eve person in the service of another under any contract of hiie, this an employee rs efin Pursuant to thrs "...every 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 a deceased employer, or the 'se and including the legal representatives of the foregoing.engaged m a�omt enterprise, g g p 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 t Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,i.f necessary,supply sub-contractors)name(s),address(es) and phone number(s) along with their certificate(s).of insurance. Limited Liability Companies*(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be,advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and-under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related 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 C6mmonwealth of Massachusetts Dgmrkment of Industrial Acci& is Office of Investigattans 600 Washington Street Boston, MA 02111 Tel. #617-727-4.904 ext 4-06 or 1-977-MASSAFE Fax# 617-727-774.9 Revised 11-22-06 . www.mass.gov/dia Town of Barnstable Regulatory Services. vLei« Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r I, I CGfI /pTe , as Owner of the subject property 0 hereby authorize otZlEy"o-L104-1 to act on my behalf, in all matters relative to work authorized by this building permit application for: 73 (Address of Job) Jo Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Cl - i Town of Barnstable c1HE t ti y� o� Regulatory Services -- Thomas F.Geiler,Director • BAMSTABLE, . M'`S& Building v� i639. `� Division ATf° �A Tom Perry,Building Coriossioner. 200 Main Street, Hyannis,MA 02601 vt7nv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 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 horneowner 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. T Board of Building Regulatio s and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registr ton 157230 Board of Building Regulations and Standards �` One Ashburton Place Rm 1301 Expiration 9/14/2009 Tr/t 259320 I: lug h Boston,Ma.02108 t. yp Te Individual CHRISTOPHER'Jt . . CHRISTOPHER MAYO 534 SANTUIT RD COTUIT, MA 02635 rt Administrator Not valid wit o signature Assessor's map and -lot number ...... . . Id_1 P . ...... 0 S. xpv C C.6, THE iewage Permit number ........................................................ SYSTEM ?A House number ..................417 3 ALLED IN C041 ...... ..........X....................... WITH PTL 39- ..?rtv.r E AL C 03 ' TOWN OF BARNSTABLI, BUILDING -INSPECTOR APPLICATION FOR PERMIT TO APO....rA...4527 yls..n.1q..o.....D.k2og�-. CA C................................ TYPE OF CONSTRUCTION ..... ................................................................................. ........... .................1 9.Ar TO THE INSPECTOR 'OF BUILDINGS: The undersigned hereby applies for as permit according to the following information: Location !:-Zq.!�T.U.fll-.. ..........C.S=, .. ......................................................................... ProposedUse ...... .....rA3.( R. ...................................................... .............. .Zoning District R ..................................... .......:.............Fire District ... q. 71......................... .. .... . ............................. I Name of Owner 817. ........A d d r e s s A' . .Y..)DY 6.Q.,k A.t.q.r--...Nn,I ZT 14.F45.:ro t 0 ._Name of Builder Add ....qv ..0.o...C oaa..V..c F Name of Archit ct .......... Qj�ell I J..,E...............................:.........Address ................................. .............................................. Number of Rooms ............. .................................................Foundation..............................Foundation 00 rj,c-Rr,-rF............ ............... ............................ ............................ Exterior ...W.0:-A�?.V......—z.,R k-N.r-,kc................................Roofing ... a. ..T..... .................... Floors ......0. P ..................... ..................Interior ..QP?.x..W4 ,L . A .. ............................................... Heating ...... ;A/. I..\.r .G........ l ..................Plumbing ........... ........................................................... Fireplace .............AL-1.............................................................Approximate Cost ..... ....................................................... Definitive Plan Approved by Planning Board --------------------------------19--------- Area 13Z.A ............ Diagram of Lot and Building with Dimensions Fee ...... ......................... SUBJECT TO APPROVAL OF -BOARD OF HEALTH Seq tv-T Q A -r NO. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. gName ......................... Construction Supervisor's License .................................... �7HITE, BENJAMIN V 27091 ADDITION: No ................. Permit for ................................... Single Family Dwelling # Location ..4.7a..Santuit..Road.......................... �' y • f Cotuit ......................................................................... te Owner .Benjamin V. WTd ..... -.- _ - Type of Construction' ..Fri............................. r' .... .......................... T Plot ....... : ............... . Lot ............................... Permit Granted .....October:15,G .. .19 84 Date,of Inspection ............... .....� ....19 Date Completed ' �19 ..... ....... s: `` t l9 %� Assessor's map and lot number ................. ........�:.f5:..::..... �. ;`� / ��� ��/° THE t0 Sewage Permit number ..........................................:.............. �, �/� Z 8ABB9TODLE, i Housenumber ...................1........`'....:. ..................:.....}:' 9 Mne6 �p a639. `0 E YPf a' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO APO....IP- ..../�-.;�L S.T�.I��D......L �................................ r^ TYPE OF CONSTRUCTION .... .Q.Q tip....,F?. r:.'ff.................................................................................. ..........1..- ..........19.E TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .7. a_7... / �J T U..I-! .0 A.l ,............ ...................................... ................................... ProposedUse .. ..1 ..R,.'T!...ill ......5P ......3... ............................................................................. Zo,t , ning District ..............................................................Fire District ... Name of Owner ', .+ ,l. .rl!!.! N....Y....IIY. !..T.. ..........Address6..N.&6.!..! . ...!. ?.5..... �V.nT. ,+ �� I z . wTU Name of Builder .(,:... f1!�f-F.. .......�.............d3F�...!��..Address .�........... ............................ ................ .a..........s�.l..,.. Nameof Architect*:` ^.4.sF..........................................Address .................................................................................... r--- _ Cp�,e(2ETE1�V�Ic Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ..... .!..N.Ca�^.0................................Roofing l S..hk.�1.' ' S' � f tvl'a� ................ Floors ......� A �S' ....................................................Interior ................................................. Heating ...... ..�...`...l. !.Ir.:........./;/ Plumbing �/�rV� I........................... g .................................................................................. FireplaceV �J.0.............................................................Approximate. Cost .... ............................................................... Definitive Plan Approved by Planning Board ________________________________19________. Area ................... � Diagram of Lot and Building with Dimensions Fee •�� SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 NTV FY13;r N0 n j]w cv G ' _,d- � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I herebyagree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above'g g g g e construction: Name Ae4 .. .....,,,1/....t�2�.. ......................... Construction Supervisor's License .................................... WHITE, BENJAMIN V. A=19-13 No ..27921... Permit for ..ADDITION............... ...........Siaale-F.a.mily...Dwe.11in'q................... .... .... .. . ....... ...... ........ Location .....47.3...Santuit..R.oad............................ . ............... .. ...... cotuit ............................................................................... Owner ..Benjamin -.Y. Whi.te................................. ......... .... White Type of Construction .....K�m............................ ................................................................................ Plot ............................ Lot ............I........................................ Permit Granted ......Oc.tober...15.,....-....:-jq 84 .... .......... .... . Date of Inspection .....................................;19 Date Completed ......................................19 20 Engineering.Dept. (3rd floor) Map Parcel� L2 Permit# House# Z 3 1:-J$ Date IssAd Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) 90 '3 6,;;- Q Fee / `_40 c9 O P r®1.19 TOWN OF;BARNSTABLE Building Permit Application Project Street dd S d1 Village - Cotuit (508) 428-6579 3 Owner Dr. & Mrs. Ben 'amin V. White Address 232 Spencer Drive, Amhersr, Ma. 01002 (Marjorie ennett Telephone (413) 253-9768 Permit Request Replace two existing window units with Andeesons X445 & //W245 .First Floor 1100 square feet Second Floor None square feet Construction Type Wood f rame Estimated Project Cost $4000,00 Zoning District RF. Flood Plain No Water Protection No Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family a Two Family ❑ Multi-Family(#units) Age of Existing Structure 60 yrs. +- Historic House ❑Yes E]No On Old King's Highway ❑Yes ]a No Basement Type: ❑Full 10 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 1 New 0 Half: Existing 0 New 0 No.of Bedrooms: Existin_�--N®�— Total Room Count(not including baths): Existing 5 New 0 First Floor Room Count 5 Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes E]No Fireplaces: Existing 1 New 0 Existing wood/coal stove ❑Yes E]No Garage: ❑Detached(size) 12 x 20 Other Detached Structures: ❑Pool(size) 0 ❑Attached(size) 0 ❑Barn(size) 0 ❑None ❑Shed(size) 0 ❑Other(size)' 0 Zoning Board of Appeals Authorization ❑ Appeal# Recorded p Commercial ❑Yes IL3 No If yes, site plan review# - Current Use Vacation Home Proposed Use Same Builder Information Name �i?� ��'�Pit Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Barnstable Transfer Station V_�IGNATURE ',�,t,P�;� 72 - DATE A17/V- 2 -/J I I G"� R � K 3 3 OWING REASON(S) V FOR OFFICIAL USE ONLY P PERMIT NO. DATE ISSUED, MAP/PARCEL NO. r VILLAGE ' ADDRESS OWNER .71 DATE OF,INSPECTION: r ; r FOUNDATION FRAME INSULATION FIREPLACE r - - ELECTRICAL: ROUGH . ' FINAL PLUMBING:;. ROUGH FINAL GAS: = A` � CROUGH FINAL - - } FINAL BUIL'DJS .ct.`'t , - 3 1 r DATE CLOSED OUT a .ASSOCIATION PLAN No. Y X g gay a r--A b Es I l ley------------ ------ - w141 j� } 3 a i { 1 r '�7 err s .ST/"�.._.... JACK .S 3 i V/141 T ' r I 1 1 . i 1 _ f t t w4 r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE DPI JOB_ LOCATION 473 Santuit Road, Cotuit Number Street address Section of town "HOMEOWNER"-Dr. & Mrs. Benjamin V. [white (413) 253-9768 (508) 428-6579 Name ( Marjorie Bennett) Home .phone Work phone PRESENT MAILING ADDRESS 232 Spencer drive. Amherst Ma. 01002-3365 City town State Zip codE The current exemption for "homeowners" was extended to include owner-occsu_ dwellings of six units or less and to allow such homeowners to engage an is dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (sj who owns a parcel of land on which he/she resides or intends to r side, on which there is , or is intended to be, a one or two family dwellinc attached or detached structures accessory to such use and/or farm struc-uze- A person who constructs more than one home in a two-year period shall not b considered a homeowner. Such "homeowner" shall submit to the Building Offi. on a form acceptable to the Building Official, that he/she shall be respons: for all such work performed under the building permit. (Section 109. 1. 1) The undersigned !homeowner" assumes . responsibility for compliance with the ; Building Code and other applicable codes, by-laws, rules and regulations. The undersigned " " . - "homeowner" certifies that he/she understands the Town of arnstable Building Department minimum inspection procedures and requirement nd that he/she will cc y with said procedures and requirements. :HOMEOWNER'S SIGNATURES , kPPROVAL OF BUILDING OFFICIAL ate: Three family dwellings 35 , 000 cubic feet, or larger, will be required 0 comply with State Building Code Section 127. 0 , Construction Control. HOME OWNER'S EXEMPTION _ The code state that: "Any Home Owner performing work for which, an-building permit is required shall be exempt from the provisions of this section (Section 109.1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person (s) for hire to do such work, that such Home Own shall act as supervisor. " . Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix 0, Rules and Regulations for . licensing Construction ' Supervisors, Section 2.15) . This lack of aware::: often results in serious problems, particularly when the Home Owner hires ;unlicensed persons. In this case our Board cannot proceed against the 4nlicensed person as it would with licensed Supervisor.. The Rome ''Owner.' act: as supervisor is ultimately responsible. :. .,. To ensure that the Home Owner is fully aware of his/her responsibilities, ma ;ommunities require, as part of the permit application, that the Home Owner Zertify that he/she understands the responsibilities of a supervisor. On th Last page of this issue is a form currently used by several towns. You may :are to amend and adopt such a form/certification for use in your community. �mEr�°♦ ThL . Town of Barnstable e$ Depai-tment of Health Safety and EnvironmeIIinI Services Building Division 367 Main Street,Hyannis MA 02601 Ralph Crosser- Office: 508-7 90-6227 Building Cam.= Fax: 508-i 90-6230 For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SPpLEIVMNT TO PERMIT APPLICATION ` MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition,et one but oi�taoreon f an than addition dwelling units aring to owner occupied building containing at registered contractors, with structures which are adjacent to such residence or building be done by certain exceptions,along with other requirements Type of WorlcoRe lace two windows Est.Cost $4000.00 Address of Work: Owner's Name Dr. & Mrs Ben iamin v White Marjorie Bennett ) Date of Permit Application: Dec 1 1 997 [hereby certify that: Registration is not required for the following reason(s): Worst exciuded by law Job under S1,000. Building not owner-occupied wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE OR GUARANTY FUND UNDER MGL�4�iMpROvEMENT WORK DO NOT � ACCESS TO THE ARBITRATION P SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of th owner. jVev• 2 G - ���� 7•u�. Registration No. Date I . •..."' Tlr c• f`!//1 JIl1 U/1 II'Cttltli of:)tussurlr u ti cttr • �"! �`--_=��_ Qe11llftlllC/It of hidzutrial Accidems \i `1 Of fCZffflJ7yeSlfgSlfoaS iiw• •.\1=;= { :; 6UU Washim im Street c= - 4;- Vi _�:• Bt�sturr. ,91u�s. (J2I11 Work-ers' Compensation Insurance Afriilavit �pPlicinrinforniatinn - PlcnSe PRfNTledi1jjv'•��— name Dr. & Mts 'Beniamin V White (MarioriP RPnneff) Inc^+inn 471 gAT\MTTTsROAD city COTUIT nhnnc I(CMP) 428-6579 1 am a homeowner performing_ all work myself. I am a sole proprietor and have no one working_ in any capacity I am an empiover providing workers' compensation for m\ employees working on this job. cnmunro nnmv- .1tirirrvc- nhnnc fl• incrtr^nrr rn nniic� >Y [y�I am sole proprietor. ;t'neral contractor, ar homeoi% _?(etrcte oire� and have hired the �. i listed beio« w r e individual the "ollowing workers• compensation polices. OO CHARLES E. HAMBLIN 1tirirr— 1Y26 NEWTOWN ROAD, cite COTUIT nhnnc+• (508) 428-2890 incur^nrr rn $C7 Py,-,>VrL- niict ii _ • _ _ rmmninx mint• �tirirrcc• tin•• nhnnc i+• nniicl• incnrnrr rn _ Attach addition Si Sheet if necessity _o' __J:'":v.� y.� .. ..+......r. •...._..•_.. �.+:...v�._.�.v: ai��-`__..r�...�. Fatiurc to secure curcrace as required under tection;SA of AIGL 152 ran lead to the imposition of criminal penaines of a line up to SUBUxU anuiur uric cars' imprt%onment a.s �%01 :ts cis ii pCnaitiCS in the form of a STOP WORK ORDER and a fine of S100.00 a dag against me. 1 understand th=t:: copy of this a:ticmcut mai be funwarded to(tic OlTce of Invcsticntions of the DIA for coverage verification. !do hercnt• -- iit•under rile pains amrd penaities of perjur% that the in ormarioR prot-id ed above is trur artd correct. ^, J,l " Date A4ffy- 2.X "�I t_ ..turc �'o�=7G�Gt'c•cwt U �h.z �. Phone>~ �W3 ) 25 3 - 9 7 Print name - -' otTiciai use drily do nut��•ritc in this area to be completed b�•gin•or town otTicial {{t' E prrntidlicense it rttluiidin,Department L city nr ro��n: C:LIccnsina 13aard check if inttncdiatc response is rcuuircd 0sclectmen'-S Ufficc r.. t- rillcaith Department ' cont:cr ncrsnn: phone fit• r-Other Information and Instructioas MasSachUtictts General Laws chapter 152 section 25 requires all employers to provide workers' compcns.ttion emnim'ees. As quoted f Qom the "law-. all enlplaree is defined as every person in the service 01 ;hiu)ther under contract of hire, eapress or implied. oral or a-rinen. i y� An empiorer is defined as an individual. partnership. association. corporation or other legal entity•, or any tt%•cl or the foregoing en_au%:d in a joint enterprise, and including the legal representatives of a deceased employer. or a;: reccl�'er or tntstee of an individual . partnership. association-or other legal entity. employing employees. Ho«e-. o"Iller of a dwelling_ house having not more than three apartments and who resides therein. or the occupant of.he do ellin�_ house of unother N%,Iho employs persons to do maintenance ;construction or repair work; on such dwelli►:: or on tlhe __rounds or building appurtenant thereto shall not because of such employment be deemed to be an ti1GL chapter 15: section "5 also states that ever• state or local licensing ngenc}•shall withhold the issu.Zncc e 111•al of a license or permit to (){berate a business or to construct buildings in the cornmonivealth for sn`• !c:hnt who lens not produced acceptable evidence of compliance with the insurance coverage required. AaL�.:ionally. nccither the commonwealth nor anyof its political subdivisions shall enter into any contract for.lie pert�Jrnhz::ce of public work until acceptable evidence of compliance with the insurance requirements of this chap: he= prezznted to the contracting authority. �{711i1C::f11$ Ple::se ili in the workcrs• compensation affidavit completely, by checking the box that applies to your situation c: suCpiN.in_ company Haines. address and phone numbers as all affidavits may be submitted to the Departme:a of �l1C !$trial .-\cC:dethts for confirmation of insurance coverage. Also be sure to sign and date the afCdavit. The - :grit should be returned to the cin• or town that the application for the permit or license is being requested. :he Dcpanme::t of Industrial accidents. Should you have any questions regarding the "law" or if you are tee: .o ubtzin a Nx,cl-:ers compensation policy- pie--se cell the Department at the number•listed below. za C:ty Ilr Fwxns Ple_-_ ile .urc that the affida%•it is complete and printed legibly. TJte Department has provided a space at the 5ot:cr the :!"am-it for you to liil out in the event the Office of Investigations has to contact you regarding the applicznt. be _ : to fill in the permit/license number which wiII be used as a reference number. The affidavits may be return: -:he DL!parrtnent by mail or FAX unless other arrangements have been made. Tile Office of I11vestications would like to thank you in advance for you cooperation and should you have any que=: piecse do not hesitate ro _give us a call. The Deparnnent`s address. teiepihone and fax number. TIhe Commonwealth Of Massachusetts Department of Industrial Accidents -• Office cf Investigations LL 600 Washington Street Boston, Ma. 02111 fax R: (GIB 727-7,749 ni:onc =. "6 i"� -,-_�90Q c�:r. -t06. -WO or -:* ., - t•- TYPICAL ASPHALT - ROOF SHINGLES " v _ - PLYWOOD SHEATHING 2.12 RAFTERS. 15#FELT PAPER q- d WIND WASH SIMPSONH 2.5A HURRICANE CLIPS BARRIER - 3'0"WIDE ICE/WATER SHIELD- ' '4x6 POST Ai EACH CORNER �- � -FASTEN TO , - a >+ - SIMPSON LCE4CORNER'— - - ,. ALUMINUM DRIP EDGE ' 2K,2J+ '1J - - CONNECTION 1%61=A5CiA BOARD nt%8HDR. LJ 2h,2J 3 STRAPPING W/ _ - _ "GYPSUM BOARD .o... • 2K,2J ARD 2K,2J - , - 1 x CONT.VINYL SOFFIT VENT J, B �_B 3 SOFFIT BOARD , TVP.2 x 6 WALLS 1 3/4"CROWN A - I +, - _ 1 x 6 FRIEZE BOARD d " § 2J I o _ 5 I § DETAIL AT WALL ce zK.zJ SCALE:1/2"_V_D„ - .. . SOLID BLOCKING IN THE OUTSIDE a - TWO JOIST BAYS AT48"o.c. w 2K,2J '• O NEW2-1 3/4'x 11] "LVL BEAM ABOVE(FLU S J. Q.. O Y - - o %�--y J. � o Y �%� tt � M'/ BUILT OVER m VERIFY CRICKET V ROOF O DETAILS IN THE 0 FIELD n' EXIST.RIDGE I - ' ROOF 4 EXIST.RIDGE jf_A c r m • r 2x 6 RAFTERS l�16"oc. - - - FASTEN BEAMS TO POSTS - t, c a - :.. - W/SIMPSON LCE4 POST CAPS w ROOF FRAMING PLAN • NOTES: - 1.) ALL ROOF RAFTERS TO BE 2 x 8''s - - UNLESS OTHERWISE NOTED - _ 2.) USE SIMPSON H2.5A HURRICANE CLIPS - AT ALL RAFTERS ENDS - _ - 3.)VERIFY GUTTER TYPE/LAYOUT ` - - W/OWNERS - REVISED: 2/28/2018-, THE DESIGNER SHALL BE NOTIFIED IF ANY - BC�E� NEW ADDITION/REMODELING FOR ERRORSCTON. H OMISSIONS ADINGCODDN SCALE ::, bRAWiN�No. COpTpUIT TBApYpDESIGN, LLC 43 BREWS TER E R ROAD THESE DRAWINGS PRIOR TO START OF ' �, � �,, �, CONSTRUCTION.THE BUILDING CONTRACTOR A WILL BE RESPONSIBLE FOR THE CONTENT ',/4!!. ',1_O!1 �+ IN THESE DRAWINGS IF CONSTRUCTION-' MASHPEE ,MA. O2V49 /� 5 COMMENCES WITHOUT NOTIFYING THE F I N I GAN RESIDENCE DESIGNER OF ERRORS OR OMISSIONS PH. (508)274-1166 ' 88H THESE DRAWINGS ARE SOLELY FOR THE USE /A THESE THE OWNER NOTED.ANY OTHER THE USE DATE " FAX(50 539-9402 THESE DRAW NGS REQUIRES THE WRITTEN 12///201 473 SANTUIT RD., COTUIT, MA p ' CONSEECTURAE DESIGNERU PROTECTION 1C s C ONSEECTU ARCHITECTURAL COPYRIGHT PROTECTION .H" - ACT OF 1990. - - ^ 1Y73 r 1� C) C-,Zr ELEVATION VIEW y SIDE ELEVATION Q o N o FROM EXT RIOR Extent of header(two braced wall segments) � Q ~ Cn G-1 lci Extent of header(one braced wall segment) I'- o0 0 � W _ 0 0 0 0 0 — — O o E o 0 0 _ (� X of°—°°—° ------ - Min. 1000 lb tension strap1. Strap 0 c� Q z Q Pony of � 10 shall be centered at bottom of header. U GL wall of p is 9 hei ht1 . oE — I coo_o o [INTERIOR] o _ 0~0 00-0 A I 1 190 . o 10 01 0 0 o kJ II 1 1 1 N o 0 0 0 10 0l 0 0 0 Min. 3"x 7-1/4"net header l 1 I I I A 0 0 0 0 10 Sheathing filler if needed oL o o 11 1 1 k{ 0 0 0 0�0 0 0 —5-o o - h— —T I I 1 I' T o o_o 4o olol l01�1 11 I I I W I lolo I I Ill Header shall be fastened to the king Top plate continuity is III I I I II I I I olol l stud with 6-16D sinker nails required per R602.3.2 II I 1 I AI°I Ho 16d sinker nails in 2 olol I°Ib ll I I I J of lolo rows @ 3"o.c. Max. olol Iol" Fasten sheathing to header with 8d common Ill I I �101 IoIo olol 1 nails in 3-in.grid pattern as shown and 3 in. III I l �I°I I°° total olol loud o.c. in all framing(studs and sills)typ. I I I 4jlol lolo �e wall I I I I �I I I I �I h ght o1°I I°I° I I I I °I°I I°I° olol lolo I I I l olol lolo 0101 l01° 16 I I °I°I 1010 Wood Structural panel must be I I I I Minimum 1000 lb header-to-jack-stud strap shall be I I I I I I I I continuous from top of wall to ^ olol lolo centered at bottom of header and installed on I I I I olol lolo bottom of wall, or from top of H - olol lolo I I I I olol lolo wall to permitted splice area backside as shown on side elevation,each side of II II II If II FI olol IT opening. (SIMPSON LSTA240) I I I I °I°I I°I° olo o—o—o olo I I I I olol.- __iolo �..� 10, o0 0 0 o I I I I oo+o=0 0 00 I t---- I Max. 0101 1010 For a panel splice(if needed), panel edges shall occur over and be I 1 1 I olol solo h ight olol lolo nailed to common blocking and occur within the middle 24 in.of wall I I I I o101 lolo I I I I height. One row of 3 in. o.c. nailing is required at each panel edge. I I I I I I I I olol lolo i I I I olol lolo olol lolo/ 2'to 18'(finished width) I I I 'I olol lolo II II II II II II o101 logo I l I I olol Ho 0101 IoIo Min. length based on 6:1 height-to-width ratio I I I'I olol lolo For example: 16 in. min.for 8 ft. height. Braced wall line with I I ol01 10I0 II II II II II 8 olol o o Min. number of studs continuous sheathing °° lolo Full-length king studs - - � - II II II 11 II II R602.10.5 ry olol lolo .shown-(2)2X4 I I I.I olol lolo II II �II II II I1 olol lolo I I I.I o1°I Io1° olol lolo No. of jack studs per I I I I olol lolo °I°I o Full-length king stud table R502.5 1&2 I I I I o101 1010 r1 I I ( ) I I 11 11 I I 3/8"min.thickness wood olol lolo . Min. 3"x3"X%6"plate washer,typ. I I I I olol lolo structural panel sheathing 0 o E o 0 0 '-' ---11--- o o E o o a ' a 2 Anchor bolts per 1 Per table Foundation per code 5CA F . R403.1.6 required R602.10.4.1.1 PATS ; II/25/2016 APA APA NARROW WALL BRACING METHOD NOT TO SCALE 2W6. NO.: Ll OVER CONCRETE OR MASONRY BLOCK FOUNDATION Al 1 NOTES: 1.1 CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD '°`E 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER j °'.3- 3- 3.) ROUGH OPENING HEADHEIGHT OF WINDOWS AT I C FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR A3 _ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,BTH EDITION AMENDEMENT 8 IRC2015 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I DERSEN ANDERSEN ANDER EN OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING GLIDING G°NDOIpIrvG GAS GL LNG 7 L.E.! 1NDDw —GLID NANDO a .) ALL LVL LUMBER/BEAMS TO BE 7.9e U360 LOAD `,, < _ 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES Lu ( � FOR ALL PROPOSED&EXISTING DETAILS ( O B — 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF g 0 ! N z B A3 NEW CLOS. ALL SIMPSON COMPONENTS '� ANDERSEN DECK 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS G°5 GLIDING ANDERSEN , TO BE 3000 PSI 4 WINDOW - ® '~ F -WINO.. E, 1 b 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS Wt OWNERS ON THE SITE LL sLID�NC Iwoft DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCEIPINE/FIR NO.2 GRADE ANDERSEN 13•)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED /y� I o c4NcuoING W I ANDERSEN ANDERSEN - ° °O`^' EXISTING EXISTING 14.)FOLIOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY r'•`'p6` """°a2 HVAC BEDROOM EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLEP)CONTRACTOR. NEW j NEW I - 15.)ALL HEADERS LESS THAN.4'0"TO BE 3-2 x 6's UNLESS OTHERWISE.NOTED BATH _ 1 NE 2-1 i�4',11 71V LVL BEAM ABOVE FLUSH, _ W j 31 c, W.LC. I __ 1=--r—�== ON0 / \ ^If CCESSI? I GAS FIREPLACE It- -j I VERIFY ALL I4E NTING IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS OI EXISTING CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION LIN. _ TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) PANDED KITCHEN ® B FENESTRATION I SKYLIGHT CEILING WOODFRAMEDWALLFLOOR BASEMENTLNALL BASEMENTSA9 CRAWL SPACEINAL NDERSE 'FA LY ROOM - U FACTOR U FACTOR R VALUE R�VALUE R VALUE R�VALUP R-vnl UE R-VALUE l OPEN UP 030 MA'END- 0.55 49 20 or tS•5 i0 15119 1014FT.DEEP) 15119 2 2E 1 \. WALL AM eunT.IN NOTES: REF 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. CLO Cl 6 , 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR BunT.IN 4 OF THE HOME OR R=79 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL NEW J - 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS BEDROOM 3" " ` °-` 4.13-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION - - EXISTING /; _ T G �� A3 LIVING ROOM V OOM RE USE E%IST. RE-USE E—T RVEV avEY - � 'N.SNCOw wnnDOW .• - I NAILING SCHEDULE NEW INCH,STE= A COVER 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 2E'-r ,5'1- 2— ')• ROOF FRAMING: _ BLOCKING TO RAFTER(TOE NAILED) 2-Ed 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d - 3-1Ed EACH END - - -WALL FRAMING: - TOP PLATES AT INTERSECTIONS(FACE NAILED) —6d - 5-16d AT JOINTS ' STUD TO STUD(FACE.NAILED) 2-16 d 2-16d 24'o.C. - 6"-a- HEADER TO HEADER(FACE NAILED) - 16d tad 16"o.c.ALONG EDGES - FLOOR FRAMING: _ - ( JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) _ 2-Bd 2-10d EACH END - _ BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d 4-16d EACH BLOCK + - - FIRST F�OO R I�U \N - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.160 4-16d EACH JOIST' JOIST ON(EDGER TO BEAM(TOE NAILED) 3-80 310d PE JOIST - BAND JOIST TO JOIST(END NAILED) 3-1 60 4t6d PER JOIST LEGEND: BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-lad PER FOOT ROOF SHEATHING: - SMOKE DETECTORS REVIEWED EXISTING WALLS WOOD RAFTERS RTU SSESSELS(PL UP RAFTERS OR TRUSSES SPACED UP TO 16'o, -8tl ,Od 6'EDGE/6'FIELD � � CONSTRUCTION TO BE REMOVED � RAFTERS OR raussls SPACED OVER,6-D.�. ad ,od 4-EDGE/4•FIELD NEW CONSTRUCTION' ( GABLE END WALL RAKE OR RAKE TRUSS WlO OVERHANG- - Ed iOd 6'EDGE/6'FIELD 6d GABLE END WALL RAKE OR RAKE TRUSS 10d E"..EDGE/6'FIELD ©SMOKE DETECTOR W/STRUCTURAL'OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS 'ad 10d 4"EDGE14"FIELD BARNSTABLE BUILDING DEPT. DATE (D CARBON MONOXIDE DETECTOR CEILIiJG SHEATHING: GYPSUM WALLBOARD 5d COOLERS -- 7 EDGE/10-FIELD WALL SHEATHING: STALED UP TPANELS - �lGld-FI p p r STUDS SPACED UP TO 24"o.c 8d ,Oa 3"EDGE,12'FIELD FIRE DEPARTMENT DATE - - - - - 112'A 25Q2'FIBERBOARD PANELS 8d --- 3-EDGE'6 FIELD 1/2'GYPSUM WALLBOARD 5d COOLERS -- 7'EDGE:10`FIELD BOTH SIGNATURES ARE REQUIRED FOR PERMITTIIUG FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - - 1-OR LESS THICKNESS 8tl 100 6'EDGE/12'FIELD - GREATER THAN 1-THICKNESS 10d 16d 6'EDGE16"FIELD TIFIED IF COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. IHEOESIGNERSHALL RTOSIARIOF SCALE . DRAWING NO.: u ERRORS OR OMISSIONS ARE FOUND ON 43 BREWSTER ROAD THLSBE SPONSIBLLE ORTHEACONTENT CONSTRUCTION THE BU LDING CONTRACTOR IN THESE DRAWINGS IF CONSTRUCTION 114' 1'—OIL MASHPEE,MA. 02649 DESIGNER HDNS. - COMMENCES ANY ERROR$FYING THE FAX(5 8)539.1166 FINIGAN RESIDENCE Al8 THESE DRAV.'INGE ARE SOLELY FOR THE USE ' FAX(SO 539,9402 - 7 ERE RAIMAGOTED.ANYOTHEHE I USE OF DATE : ! 473 SANTUIT RD., COTUIT, (VIA CONSENT OF THE SESIGNES UNDER CONSENT TU THE DESIGNER UNDER THE 12/7/201 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF f99J NEV.'PVC RAX"BOARDS EXIST OMATC EXISTING I MATCH EXIST. EXIST. I:I II II J �_ •�II- "" �TI U �;.LJ( ~• I It I rl uL i I11 II I MEWCASING P [ <POSTS G II4' � of ITII El. El !3 - 1 I 1 J LI II I, II J 1 I ITT i T 1 :.I FIRST FLOCF ' ' 1 1 T'1 1 T 1 I 1 1 .I I I I I I 11 NI t'�I L II;I I� SUBFLOOR _ II I I I I, I I I II I I REAR ELEVATION RIGHT ELEVATION T NE4v ASPHhI,T ROOF SHINGLES EXIST MATCH� . EXIST. NEW PVC FASCIA,FRIEZE,fi SOFFIT EXIST BOARDS TO MATCH EXISTING EXIST �10 I III I � - II I'iT ! I P➢F ELATE I tl:'I 'It I!II.�' "II ; '!I. II : OP➢f�LATE I I 11 I 1I• -S � �� I�I 11 TI•. if�• it iII I II111I - , l STFLR FISTFOR I1 1, �I I I I I IIII AIl:iI i I I II 1�I 1I�:I r_I I 444FIRST II I � �1�I _ - NEW PVC TRIM TO - - NEW PVC CORNERBOARGB li • •. FRONT ELEVATION MATCH EXISTING EW W C.S SIDING TO MATCH EXISTING TO MATCH EXISTING LEFT ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY - ERRORS OR OMISSIONS A-E FOUND ON 4COTUIT3BREW BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: CONTRRAVdNGTHEBUI TO DINGCNTR SCALE : 'DRAWING NO.: CON S DF.AIACN.THE PRIOR BUILDING 0,ACIOR 43 BREWSTER ROAD WILLBERESPONSIBLEFORTHECONTENT I/d" C 1'_0" N THESE DRAVANGS IF CONSTRUCTION 4 - MASHPEE,MA. 02649 CGMMENDESL„THOU�TNDTIFYIICTHE AAA PK(508))274-1166 FINIGAN RESIDENCE IRESEDROFANYENESOLE OMISSIONS �� FAX(508)539-9402 - - OF owNea Moir o.A°Lv o1.Fi°e usE ESE DATE' 473 SANTUIT RD., COTUIT, MA TCEOECTURAGS COPYRIGEOU3RESHT TROTS TIO CONSENT OF THE DESIGNER UNDER THE 12/7/2017 ARCHITECTURAL CDPYR GHi PROTECTION NEW ROOF CONST. 2.E HOOF RAFTERS @ tE-o c NEW,(,'CIA.CONCRETE S°NOTUBES 7ml III GE RID BOARD ON 21 DIA.BIGFOOT FOOTINGS 10 FASTEN JOIST5 TO BUJ., _BELOWGRADE.USE SIMPSON 'C WI SIMPSON H2.SA TIES S;B"NDL PT.YWK)OD ROOF SHEATHING POST BASE A3 FSLB.FELL FP°PEF SHINGLES -SPRAY FOAM INSULATION @ SLOPED CEILINGS L-9) - S lIP50N N 2 5 HURRICANE CLIPS a \ \J I \ / ^ I ! CO'OOI RE NT BEIWEE BOTTOM 5 Al ALL R FIERE.VS ACPESS P 1 2 x 10' t c c MATCH R N RAFTERS ——— —— F--L ———————— — 10 SPAN HLOCKING EXIST. NAND WASH BARRIERS EDGE .ALUMINu!I DRIP EWE TOP OF PLATE j 2r Bs/a t5'c c. B I I I I B I L,.4'G_BOARD NOTE DROP TOP OF NEW FOUNDATION ON TO MATCH NEW SUBFLOOR V,11 THE ON,o3c5TRAvvING EXISTING SUBFLOOR.(VERIFY IN FIELD @t6 NEW WALL CONST. I I IF REQUIRED). c BASEMENT I I rvEw 2.:0's@,6"Pc. NEW STDDs@,6 0 'q VArvDOVJ IMIp--SPAN BL WKING! 31d"1BG PLYVJJOD 2.,(1'PLWJOOD SHEATHING SUBPLWN.GLUED 8 NAILED- BEDROOM S IP AGYFO M NSULATi R2D) I m l i NI - YPSUM FASTEN BEAM TO HOUSE W' 5.W.C. HINGLE�G BOARD HDI FIRST FLOOR NEW¢"CONCPF.TE FOUNDATION I SIMPSON HUCO 1ANGERS E-PAR W,R0.-RRIEN SUBFLOOR B'6" WALLS=12)HORIZONTAL BAR ' AT,OP&BOTTOrd OF WALL b N I-J - NEWP E'.,B"CONCRETEFWTINGS -P,T.2r,05 WI SEALER ACCESS CIA P C NEW W12 X a KEY - EXISTING PANEL "I .s W; MB CRAWLSPACE - CRAWLSPACE- NEwE-coNCRETE FOUNDATION --— ------------- ---J POLY U DER EAT .NEW SPRAY FOAM 1 1 I _ T CONE.$LAB WI6 MIL INALLS WI(2)HORIZONTAL BAR — _L J— I j _ NEWINSU IR001 pOIY UNOERN EATH AT TOP 6 BOTTOM OF WALL 8 I rill . ¢'r,¢"'CONCRETE FO°nNGS 17E P.T.2.,0 LEDGER BOARDSCREV.EOTO SOLID BLOGKI GWl12iLEWERLOK5CRE4\5 9 I I I E'-<- R I ,6'Pc.VJrZMAx LU2i0 JOISTS HANGERS P „ ,,, TENSIONTIE A SECTION BEDROOM INSTALOCA SIMPSON° ZS @ I I AT ST LOCATIONS FROM HOUSE TO DECK A3 JOIST ItI EACH ENO - I 4 'I{I- NEWS,n CIA, �1 E STEEL LALLY COLUMNS jCRAWLSTH) CONCRETE FOOTINGS 12 iL2C UNDERNEATH) �. �l2"C0rvC.5� MATCH - WINDOW I I - W.MIOSPANS—l"NG I TOP OF PLATE EXIST, BASEMENT N W x:0'z ,6'0_ I n EXISTING - EXPANDED as CRAWLSPACE FAMILY I ROOM FIRST FLOOR - SUBFLOOR - NEW P.T.I SILL NELv'e.,Os@,6"e.e . WI SEALER - NEW CRAWLSPACE -A-CONC. I NEW B'CGNCREFE MaSONFY-. - SLAB PLATFOP11 -DEEP.2 W.E FTG.TO—BELOW GRADE FASTEN L———J I P.Ts MPscN ABUn,I POST BASE ----- W SECTION @ FAMILY ROOM 20 FOUNDATION PLAN NEW AZEK RAILINGS -I - - 8DECKING FASTEN JOISTS TO BEAM - I INSTALL FLASHING UNDER - WI SIMPSON H2.5A TIES ' HOUSEWRAIP 6 DECKING MOM INSTALL 516'SIMP50N,TEN HD ANCHOR BOLTS AT _ DECKING 1Dz@IE P.c. - . c c MAX WI S MPSON EPS Slfi-3 BEARING PLATES - B, g, PIACE BOLTSWITHN6' 5'OFEACHCORNERAND _ - TOAE MINIMUM DEPTH,DOLT LENGTHS 10' SP.T.2.,05 j SPT.2rIPS FLOOR JOISTS - PT.2,t0's@ 16"P.c. 9 u NEW"DDIA CONCRETE TISONCTURE O INSTALL PEEL b STICK ON C BE DIA.BF FOOTFOOTING TO DUBBER MEMBRANE <'0'BELOW GRADE.USE SIMPSON - BETWEEN LEDGER b ABU.POST EASE SHEATHING Ie P.T 2.6 SILL W.'SEALER F T.LEDGER NOAP.ATTACHED TO BAND ' I'. INSTALL EDP I'),E 0L25PA REWE C-SECTION DECK - 0R INC DECK DETAIL ao°,SSHA«a�NSTALEprvNDIB,SPAN A9 - - APPROPRIATE HANGERS SIZEDF'OR JC:STS - ANCHORBOLT DETAIL MECHANICAL CONNECTION FOR DECK LATERAL LOAD RESISTANCE 10000 LE LOAD - - TOTAL)REO'D.USE SIMPSON OTT2-2, IN 2 - LOCATIONS)OR DTf-(IN<LOCATIONS) - - ONE CONNECTOR 10 BE INSTALLEC WITHIN - I.OFEACHENDOFTHEDECK.MINIININ'll' - - LEDGER BOARD SHALL BE P.T.2r¢. ANCHORED TO STRUCTURE PEN IRO THE DESIGNER SNALL BE NOTIFIED IF ANY ®Q NEW ADDITION/REMODELING FOR: ERRORS DRDM15BI°NSAREFW"°°" COTUIT BAY DESIGN, LLC THESEDRAWNGSPRIORTOSTARTOF SCALE : DRAWING NO.: CONSTRUCTION 1 HE BUILDING CONTRACTOR 43 BREWSTER ROAD "uBERESPONSIRLEFORTHECONTE"' 1/4"= 1'-OlF IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 COMMENCES MTHOLJT NOTIFYING THE FI N I GA N RESIDENCE DESIGNER OF ANY ERRORS OROMISSIONS.ORTIFES-PH.((50d 2CI4-1 1�66 HESE DRAV NGS AFE SOLELY[OR THE USE FAX(50 )`3 ^ 02 OF THE OWNER NOTED ANY OTHER USE OF DATE 473 SANTUIT RD. COTUIT MA _ ACHITERAVANGSREOUIRES THE PROTECITION. - ' CONSENT OF 1'HE DESIGNER UNDER THE 12/7l2017 II ARCHITECTURAL COPrft,GHl PROTECTION ACT OF•c_y , IS C - TYPICAL ASG'H s - ROOF SHINGI ES S.R'COX PLYWOOD SHEATHING —------------- 2.12 RAFTERE 15A FELT PAPER I� it - SIMPSON H 2 5A.HURRICANE CLIPS %i eF ARIER 3'0'-DE ICE-ATER SHIELD IER AL VMiNUM DRIP EDGE 2K,21 21 2-2.6 HOF 21 vaK�J 1.6 FASCIA BOARD t r 3 STRAPPING I — - -- — tfi-GYPSUTA BOARD 2K aJ .<501111 BOARD 1 --- -� t.3 G F VINYL BOARD VENT t r 3 SOFFIT BOARD A ' B �' 7mi' 1 —— —--1' TYR 2.6 WALLS3 II q3I _ f 1.a rRIEZE BOARD r = 2J I � DETAIL AT WALL SCALE:1/2"=V-0" SOLID BLOCKING IN THE OUTSIDE n TWO JOt51 BAYS AT 4'a c. 2K.21 1[if NEA2 t 31a'a tt ilk'LVL BEFM ABOVE IFlUS�_ 1 —m BUILT oe'ER /-1 •�� — --' VERIFY CRICKET kOOF DE'All L51NTHE FIELD M1 J E%IST RIDGE - I I. OVER L 1 ROOF RIDGE 1—— ------- 2+5 RAFTERS Q tE' FASTEN BEAMS TO POSTS _ lv/SIMPSON LCEa POST CAPS - ROOF FRAMING PLAN _ NOTES'. 1)ALL ROOF RAFTERS TO BE 2 x8's UNLESS OTHERWISE NOTED - - i 2.)USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS - 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNER S - THE DESIGNER SHALL BE NOTIFIED IF ANY C� COTU�T BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRDRSDRDM1TPRIC TO TART SCALE : DRAWING NO THESE DRAI'JINGS PRIOR TO START OF 43 BREWSTER ROAD COnsRucTloN,aEBuaolnGcoNTRACTOR 1,41E= 11-Oo LL BE RESPONSIBLE FOR THE CONTENT IN THESE ORAW—IF CONSTRUCTION MASHPEE,MA. 02649 PH.(508)274-1166 FINIGAN RESIDENCE COMMENCES D O NOR Q /� FAX(50 )539-9402 DESIGNER O OF ANY ERRORS D.ANY OTHER USE O. ' ``'t THESE DRgATNGS ARE SOLELY FOR THE USE DATE R OF THE OANER NOTED.ANY OTHER USE OF 473 SANTUIT RD., COTUIT, R A THESE SRYRIGHT THEWRTEN 7 CONSENT OF THE DESIGNER UNDER THE 1 2/7/201 I ARCHIT[CTURAL COPYRIGHT PROTECTION ACl OF 14BD. I �-►�"-,�..''",--• LOT 44.4 LOT 468 CB/DH � PROJECT ,..._.:.J L, �'/� FOUND CROSS /'1 H P LOCATION /� QP S EE I 2 \ 10.4 COTU/T 9.8 ROAD B, ,y / PAVED O�� EDGE OF / WOODED }10.3 VEL 0.0 1Q o" BASIN PAVEMENT CATCH N 6'pp W 9 15 B ' / 4.01' ZoNEw,, , 9.5 v 9.9 LOCUS MAP, / / F 0 9 NOT TO SCALE / = / 10.7 as r EXISTING / / v ro10.2 9.1 HOUSE / 0.9 OAP /M WOODED J / 11 7 d / 11.6 REBAO & CAR 13 7 P�4 'c \ t 8 CB FOUND\ 3.7,_ PG,yg ` " �'_ FOUND/ \ P� 12.9 13 0 FOC V-' 3 '12.8 �O LAWNps o a` i , EXISTING LEGEND / SEPTIC SYSTEM \ o s or $ � +13 3 (LOCATION LOT 40B N S O APPROXIMATE) 13 3 12 --= EXISTING 2 CONTOUR XIS'' 13.7 O 1 - EXlS77NG 10' CONTOUR ZURL & t�LIZAB.e 'T1Y - r�E i�� /-*P YASILOFF REBAR 5 Ppp /�� / �, GUY p''16� -��` +11.5 EXISTING SPOT ELEVA77ON & CAP A v�P/ '� p. FOUND to 2p y wiRFi Q PP `7Dl EXISTING U77LITY POLE \ LAWN O \ j - __. _ _ _ g GUY FOUND El CONCRETE BOUND W TH DRILL HOLE 12 7 WIRE PPS ?Oiy 14.6 409-10 2,1 O WOODS QO 127 o I LOT 00.4 12 9 R6,615,E S.F. REBAR \ WOODED & CAP FOUND I I \ I �B/DISC FOUN SITE PLAN D �J (,o15.7 FOR JOSEPH & LISA FINI GAN REBAR Q & CAP FOUND- \ GEN #473 SANTUI T ROAD 7g 46'000 \\ PP 1116.3 ORAL NO TES. LOT 39 30.56' B/DH 1. HOUSE NUMBER. 473 CO TUI T MA N/1Ti' OUND \ TTHTL � S4 URY 16,0 2. ASSESSOR'S INFORMATION: MAP 019, PARCEL 13, LOT 40A J. FLOOD ZONES. X & 0.2�' (FEMA MAP 25001 C0752J) „ , /•� p I BENCHMARK: Scale.- � =20 OQ�$: L/EC�MOp E/Z 15. 2017 NAIL & CAP 4. ZONING DISTRICT RF EL. 17.02 _ 5. OVERLAY DISTRICT- RESOURCE PROTECTION DISTRICT 6. LOT COVERAGE BY- A. EXiS17NG STRUCTURES• 1,729 S.F./ 26,615 SF. = 6.5% // anwick OG 4ssoc a es Inc. 8 .• 2208 S.F./ 26, S.F. = . .t' DRANN 8)4 LM., R. 4W. DA7F 071-YO117 B. EXIST)NG & PROPOSED STRUCTURES' 3 88 County Road Box 801 7. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY 20 0 �O 20 ¢o_ North Falmouth, Mass 0,0556 Gf�IECK£D Bri 8. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. (508) 563 7777 DRAWNG NAME.• SS1703950.DWG 50A[E.• 1 /NCH = 20 FEET