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0002 CHEQUAQUET WAY
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' +,.'s c.- ... .: s .: �, ., - es 4, rs e' "r + r .h, I a� .eI j ;a� _. b a. F �.,� h %..5�. 1 G t1 .t' b Y. _ 1 ,. M r t a t fi.°. A; C . *::,. -'.�'+ , c yd,K ^ `4+ .�~ k -f.r `y..,. S, d`.•- ,y: n. •} , C 1. RR t�:. '" 5 r c i� C: t ,r. > ^ m e .. r y, �, t j ' � ,,:, , "' ......,, _ a, •� _I 11"a ,r7 Y. ,. '�1 , "h .} r tom. ; § r.., , � .. ^• "~ .. Y ♦ ,sir '".I, .'' rr. .. , - Gy _ J .t, b'J, 'I-'J l4i �,14 a �4 G +, G. 4 r5' ,'", N ;'2-^ `'� �'R• � .:7;• 4 z ', ��.st, , . I e,. Ge °.: , n .- .., r s'4 �'` - "F* n j-... -,p kr' °, `r V. - y :{ yr; v ' r t " ' 8 t J 'a r ° r }a k s c „ _ ,: . w 5 .- I r a es .: „' .: ,. < .,r.:, ., -. ,, � -. �.. .,' " 3 tom. ..k.,, ^_. ,. ' f TOWN OF BARNSTABLE BUILDING PERMI 'APPLICATION r Map Parcel Application o pp Poe Health Division Date Issued 5�v 7 Conservation Division // Application F e Planning Dept. T *4y0 Permit Fee c o Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis tic t'�I Project Street Address r- Village ✓F�� Owner Address oZ Telephone '717 S/ 47 Permit Reqlgasr- Square feet: 1 st floor: existing TVproposed 2nd floor: existing proposed "W Total new lG �c Zoning District )CC Flood Plain Groundwater Overlay Project Valuation'//->'O"T Construction Type Lot Size gZ o-25 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ar Two Family ❑ Multi-Family (# units) Age of Existing Structure 70 Historic House: ❑Yes 4(No On Old King's Highway: ❑Yes 0"No Basement Type: AV Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) R(;cv Basement Unfinished Area (sq.ft) oZ d C3 Number of Baths: Full: existing new Half: existing O new 0 Number of Bedrooms: existing 62 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 4rGas ❑ Oil ❑ Electric ❑ Other Central Air: 46 Yes ❑ No Fireplaces: Existing X New Existing wood/coal stove: ❑Yes 'VNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing genew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 41Tlo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _ Y (BUILDER OR HOMEOWNER) Name / - _ Telephone Number u - .7 4/1- Address/�O �/ License # © '�7/$-c9 7 ' f�� Home Improvement Contractor# /o2,0,6 5� Email 2 ,WArA cv^' Worker's Compensation # 6vC SryySyo�y'i��o1�<6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO P 74 ,Y eJ_,C-gr- SIGNATURE - DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED A MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ��" FRAME ,&c ZLI�d INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , 21z Commompeakh rz Massadrusetts Deparfrffent of ludus-frid Acdlier'ds ONTwe ofrM-V_sitga4VM .. 600 Washington Street.-. B&S14071,IM4 02UI ' }�tvtumr�gt�v�ii�ia Wcwkters' Campensaff-i Insm-ance Affidavit$mlder-dCantr-adursMectric-ians Phmihers AJ3PEC2MtIUfMM3fiUU Please print Le Na= .„�s„RaaizaGianlrncT�vdnal Address: /0 4 S' AreTou an employer?Cheekthe apprapriafeb= ' Type of {ect pr oject r L I am a I 4 ❑I am a general contractor and I ❑I�e e an-ed}_ employer Keith.�— 6. nv can�•ction ' employees(full andfor part-time * have hireddihe sub-contractor 2.❑ I am a sale proprietor orpartm!r- Tided on the attached sheef, I-` odeling These s-ob-c=tradais have sh€p and have as employees 8.,❑Detnalififln: la are walkers' worming far.rlae in any 4Y-" emF3�andh$ 9. ❑Builditrg adtiitio>p. J . LNQ W0635[S' camp.ksur Moe comp.kMxana required 5..❑ we are a corpozaficaand ifs lik❑Eleoiwal repairs or adcgfions .3-❑ I am.a Immeovmer doing all;work officers have e=med thew - 11-❑Plumbingrepaiss or additions. mysalE[No workers'comp- tight of exempfibn per MGL 12-❑Roofrepaim ias ce requir•edl i c.152,§1{96 andwe have no employem[No wormers' 13.❑Other cane.iasur=wxequised_) � Bp�FriCL73't.�74t CT9e[3cshaS c'�l nm-t nlsoi�atL.e:SectiaaheIaw�aidagpy �ppecnfi nafpat7CF]nfaLL]II9IIt� - .. ffa�lEOW34lS WhD Sa�Et�]iS Ada«in ng Yie daing aIE W�3G eatthen h¢e autsid�coatrnctiotsmast mlimitanawsffi 1avk Indicvtinr smeh fCauuactaist5x[che&t&bvx must z tads M addifional sbea slowing tbaa of the sob-ca&zCtoM end=ft Whathet arnot those endaeshng-a emp4ayeEs.Ifthesub caatractashave e�gta5ees,they 'pmuidether warka&--p.pahcg aurobcr. I aut art enipboyer drop is pravidug uarkers' Halbiv is thepolacy and job site ircformatrarL ^�G� InsmancecompanyName d✓S — •Policy,Aor-SeF--ins-Uc.40- / 7 Job Site Addross City/S#atefg: Atfat h a copy of the.workers°conLp ation policydeclarat n page(shaving the poricy,giber and expiration Fate). Failure to secure coverage as required under Section:25A of MCL e.157 can lead to the iroposi i of criminal penalties of a fine up to$L50D OD and'or one-year imps imnmed.as went!as civ1 penalties•in the form of a STOP WORK ORDER and a fine of up to$250-00 a dap against the viOlatOr. Be adidsed fiat a copy of this skdemewt maybe forwarded to the Office of Iavestigatians of the DTA.for insrtrancJff cavemge ymdfrcation. Ido Ifemby cwt&u andpsrtaIfnes afjetpery ffu&flte i aforma#z apron ed aboiv is bars and cm'rect Si�ature- `� Date: Phone 0joi d ass MJY.. Do twt avrita in thb aree,Sri be crrirsP&Od by city artoroH ajo7ciat City or To= FermilLicense ig Lmain5 Auf h@rity(d ck one): L Board of Heal& Building Department 3.Cit3-froym Clerk- 4.Flech ical Iuspeetor S.Mmmbmg Inspecfer . 6.Other Contact Person: Phone#- ormation and Ins c o1CLS ' MassachIIsdfs G-)a=8i Laws chapter 152 req=es an employes to provide workers'romp=saticm for their employees_ p fn•ems fie,an M1710p=is defined as":e�ay Person m.fb a sea�ice of anther ceder any contra.ct of hie, empress or iinpHr-A oral or wrM=n" arts association,corporation or oilier IegaI entity, �Y • ar two or more Air eurpT�yu is defined as as mc�i�dnaI,p e�, ofthe foregoing a joint e�p.IIse,and�h�the:legal=Fese�tives of EL deceased employee,ar the receiV e%r or teastee of an individnal,pmxix�asbip,association.Or. Iegal entity,employing eurpInyees. However the owner of a dwelling horse havmgnot more t3 an flw=apartmItS'andwho resides therein,or the o=apmt ofthJ--- dWeIlmg horse of ano$er Who employs pans to do maiht=Laace,t onsf uc on or repair wank on such dweIlmg house iuten theae�shaIlnotbecayse of such emplaymentbe deemedtn be an.ealploYer." or on iiie grotmds or bm7d"mg app MGL d1spter 152,g25C(i7 also stairs that aevexysi nr local Ticerr g agency shall witbhoId ffie issuance ar rEnev�aI of a Ticerzse or perms to operate a basiness or to construct bmldap in the commonwealth for any t .ho has dot raduced acre fable evidence of compliance with themrane cove_rage required- a Bran P PP P Additiona lby MGM chaptx 152,g2 dM stairs aldeither the nor day ofits poIsttcal subdiv'-dms shall eater min any contract forthe perfmmanoe;ofgabIic watic�I acceptable evidence of campIiancewitTi the msnt'ance.. refit =cfe of this chapter have been prese�d in the c on �,�ardb o Ly." Applicants Please fib oil the workers'compensation affidavit completely,by checking the boxes that apply to your siinafion and,if necessary,supply sab�tor(s)name(s), ad&�Cs)andphonennmbmr(s) alongwiththeir oertffic tc(s)of msm-dace Limited LiabditY ComPmries(LLC)or Limited Liab�P s(LI P)wifiino eaFpIoyees other tjian the members or parines,are not regt to c=y woiJcess'ccmzpensation insorance. If an LLC or F LP does have =pI0-YWS,a.policyisreqnkejL Beadvisedthat this aihdayif maybe snbmittDdtnthr,Depxtnmtoflndustrial Accidents for confrimatim of msnranoe coverage Also be sure to sign and date the afffdavit: The affidavit should beretomed to ffie city or town that the application for the pea it or license is being refine steel,not the D eparfm-enf of L,A ref,-iai.,cddc=iN Manldyon have day gnesilons regm-dmg thU law or ifyon are req-ed to obtain a worlo<is' compensation poHcy,please can the Department at the member listed below. Self-km=d companies sho-aIcl mtez tiieik self-msuran ce license nnmbex on$ie apprapaaie Ime City or Town Officials Please be sure that the affidavit is complete and pried legibly. The Deparimenthas provided a ce spa of the both= ofthe:affidavit for you to fid out in the event the Office ofInvesdg ems has to coidaztYourc9niffig ffi•e aPPv-cant- Please:besinetofMinthepctmn iccnsem=,berwhkiLwffibe;used as a.=frn=comnmbcr. In addition.an.applicant that must submit multiple penmxVlicease applit at ons in any gives year,need.only suhmit one affidavit indicating=cut p olicy i afomation Cif n=&e --('Y)and under°Tob 5-A,-,A d& ss"the applicant should write-aH locations in (CitY or town)_"A copy of ihe•affidavitthathas been officially stamped orma'cdbythe city or townmay be provided to the applicant as proofthaf a valid affidavit is on file for futare'pe or licenses A new affidavitmust be fMed out earh year.Wi here a home owned or citizen is obtaining EL license or pennitnotr@zt:d io any business or c ve�n� - (ie.a clog license or penmit to bum.Ieaves etc-)said person.is NOT rcT*cd to complete-ibis affidavi t The Office of Invesogaiinns wouldlilyto thankyoumadvance faryour coopeaatian and shouldyonhave day qu•csti=> please do not hmibfe to give us a C a11. The Departmmfa address,telephone and fax number _ 'Ihe�CG=MQn *of M ssa.ch-nsetfs, Depadamt cif][�lAccidant a face�-f�e�tig�fio� Baste MA 01 111 Ta 14 61 7- -4 eat 406 or I 477 Ia SAF` Fax#617 727 7749 Revised¢z4-o7 W -masac" gfdia y �"E Town of Barnstable Regulatory Services BAMSTABM Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property.Owner Must Complete and Sign This Section If Using A Builder I ✓\G"�J G\ as Owner of the subject prop" _ l P p" hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit'application for. (Addy of Job) **Pool fences and alarms are the responsibility of the'applicant: Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant . Print Name Print Name Date Q'.FORMaSOVNE RPERMSSIONPOOLS Town of Barnstable Regulatory Services , prr Richard V.Scali, Director v Building Division BAaivsUMM Paul Roma,Building Commissioner MAes. � 019. 200 Main Street, Hyannis,MA 02601 prED www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE=MPTION 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 duig Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. . The undersigned"homeowner"certifies.that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official ' Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act.' as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor.. The homeowner acting as'Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many.communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. 06-05-1996 08:05PM Fl20M YANKEE SURVEY TO HENDERSON P.01 LOT A LOT D LOT .. i'cs5� \ 50 LOT 6 \ a DECK LOT 7 k) 5 ;:40.2.::.... a Q U4 zf 8.5 P RES. ZONE., "RC" This MORTGAGE INSPECTION Pian is For FLOOD ZONE Hank Use Only TOWN. �E 7 2Q REGISTRY OWNER: �A�&_ZV�, ALUILA DEED REF: � L_ _.. _BUYER -EDIYJJ2DLA ALJD[ 1 W L RQSA RA — r" DATE: B�5/� _ _ PLAN REF: 3237,9R-1-23M 22V1P,SCALE!1"w 40_---FT• I HEREBY CERTIFY TO �'dP�s'Q11_$����R IQ,�p�vx ITS SUCCESS : AN�O_F._ASSIGNS ,_THAT THE BUTLDING th 0i � , YANKEE SURVEY SHOWN ON 'PHIS PLAN iS LOCATED ON THE GROUND AS 3�� y CONSULTANTS ti • SHOWN AND THAT ITS POSITION DOES `__ CONFORM �' FA L � TO THE ZONING LAW r TS�ETBACK REQUIREMENTS OF THE MEAITiiEW V 40B INDUSTRY ROAD TOWN OF __BdW,,2Z4 _�_ __AND THAT H0132098 a MARSTONS MILLS, MA. 02646 IT DOES_19_L_ LIE WITHIN THE SPECIAL FLOOD HAZARD 9�ClSTER``� 43� TES: 425-0055 AREA AS SHOWN ON THE N.U.D. MAP DATED / 9/sF .� �n:oh�tk9�� FAX 420•-5553 CO ` i��-•Panel' R 250001-0015—C THIS FROM AN INSTRUENT SURVEY AN T O OM BE USED FOR FENCES,ETC. 19165 TOTAL P.01 Q-%J7iY/L692(067, O��C���CL:iSCLChLLQ6 .. License or registration valid for individul use only Office of Consumer Affairs&Business Regulation g c oOME IMPROVEMENT CONTRACTOR _ before the expiration date: If found return to: jD-IJ'Registration: 120659 Type: Office of Consumer Affairs and Business Regulation Fja Expiration 2/19/2U18 DBA 10 Park Plaza-Suite 5170 i 1 . e Boston,MA 02116 ENS LINNELL ENTERPRISESW31� —I i {j tDAVID LINNELL ( .r "•. -7 .>,59 FREE BOARD LANE, fARMOUTHPORT,MA 0AW Undersecretary Not valid without signature Massachusetts Department of Public Safety Board of Building Regulations and•Standards License: CSFA-071507 :. Construction Supervisor 1 & 2 Family DAVID J LINNELL RJR �� •� 4 ` 59 FREEBOARD LANE s YARMOUTH PORT MA, - f a ' r--j Z Expiration: Commissioner 08/11/2017 I CERTIFICATE OF LIABILITY INSURANCE ACC3�R© ' 702/27/2017 (MM/DD/YYYY) `-►� PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Blackstone Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 3144 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Worcester, MA 01613 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: A.E.LC. i Linnell Enterprises INSURER B: 59 Freeboard Lane INSURER C: Yarmouth, MA 02675 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DDlY ) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurence S CLAIMS MADE OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY S GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY R PROJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $(Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY - EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION s $ WORKERS COMPENSATION AND If - EMPLOYERS'LIABILITY TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE WCC50050074472016A 8/1/2016 8/1/2017- E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? If yes.describe under E.L.DISEASE-EA EMPLOYEE $ 100,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMITI$ 500,000 OTHER David Linnell is covered by the workers compensation policy. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 200 Main Street DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRI rTEN Hyannis, MA 02601 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 z CS Beam 2016.7.0.11 LINNEL 5-1-17 kmBeamEngne 2016.7.0.2 2 2 CHEQUAQUET WAY 10:35am Materials Database 1955 CENTERVILLE 1 of 1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 40.0 PLF Filename:Beaml Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 28' 0.00" 14' 0.00" 40 12 Live 2800 ' 2800 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" N/A 10456# -- 2 28' 0.000" Wall Steel 5.500" N/A 10456# -- Maximum Load Case Reactions Used for applying point loads(orline loads)to carrying members Live Dead 1 7624# 2832# 2 7624# 2832# Design spans 27' 2.759' Product: W 12 x 40 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 8.005" Actual Depth 11.94" Web Thickness 0.295" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 71.18'k# 142.73'k# 49% 14' Total Load D+L Shear 10.46k# 70.45k# 14% 0' Total Load D+L LL Deflection 0.7705" 0.9076" U424 14' Total Load L TL Deflection 1.0566" 1.3615" U309 14' Total Load D+L Control: LL Deflection All product names are trademada of their respective owners Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED. "Passing Is defined as when the member,goorjoist,beam orgirde4 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this street.The design must be reviewed by qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers sp% ations. - e li.wiv 4u% �T.�i �t��s..i.��`.Jt�:14yY_� rSti.>.i.4� vE�,'cy��.L�..f.rt��!: �±i('+Sit" �^�j�--I'�11' -z� � v• , -Gu VET .w � �f'�E M�4 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .......... 110 mph ....................................... Wind Exposure Category.............................................. ..............B . .................... ............................................... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z stories <_2 stories Roof Pitch ......................... ..(Fig 2) < Mean Roof Height ...........................................�0 _12:12 ............................................................. {Fig 2)............................... <_33 ✓' ft 'Building Width,W ••••••••••••••••• (Fig 3)................................................ Li3 ft _<80' —�Building Length, L ..............................................................(Fig 3)..................... ............................'�ft :5 80' V Building Aspect Ratio(L/W) ................... ..(Fig 4).................................. �_3.1 —tom Nominal Height of Tallest Opening2 (Fig 4) L1 .......::.................... _6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2).........AT. ... ............................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................................... ConcreteMasonry.................................................................... ........................................:....................... 2.2 ANCHORAGE TO FOUNDATION'•3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4 Bolt Spacing from endfjoint of plate )................................................ (Fig 5).................... _in.<_6"—12" V Bolt Embedment—concrete.............................. (Fig 5 ..........( 9 )...... �in.>7" Bolt Embedment—mason ••'••••""' """""""""""•••••masonry.............................:...........(Fig 5)................. 1....... r in.> 15" PlateWasher.................................................... >_ " n 1/4" _Lc (Fig 5)................. ... 3 �� �... 3 x 3 x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).............; Maximum Floor Opening Dimension.............. ..... t:512'.....................(Fig 6)............................ �O ft<_12' !�Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................... ......._.•.•__........�.�ft <d Maximum Cantilevered Floor Joists "". Supporting Loadbearing Walls or Shearwall................(Fig 8).............................. :5 d A}Floor Bracing at Endwalls _ft ...................................................(Fig 9)............................. V Floor Sheathing Type ""•.................. ••••••........................................................(per 780 CMR Chapter 55)-• V Floor Sheathing Thickness .................................. -(Per 780 CM Chapter 55 .......� m. —� Floor Sheathing Fastening • (Table 2).. d nails at�in edge/ in field 4.1 WALLS Wall Height Loadbearing walls............:................. .(Fig 10 and Table 5)...........................�ft 510, V Non-Loadbearing walls............... ...................................... .. (Fig 10 and Table 5)...................: ft <20' Wall Stud Spacing ...................(Fig 10 and Table 5 Y� i :5Wall Story Offsets ....... 24" L........................................ (Figs 9 7&8)..............................................ITft <_d - .— 4.2 EXTERIOR WALL S3 Wood Studs Loadbearing walls......................... ....(Table 5)...........................:..2x�- 10 ft O in. t/ . ........................... Non-Loadbearing walls........................................:. (Table 5) 2x Ip -10 ft Q in. 1� Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)....................... WSP Attic Floor Length....... .......................... .........................................(Fig 11)........................• ft>_W/3 Gypsum Ceiling Length(if WSP not used) """...................(Fig 11)............................................ >0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)................... Splice Connection(no.of 16d common nails """"""" ft )..............(Table 6}..........................:................. OPT � / ',?ems..�t�s:✓�l T�t._:t�l�.�.C.lss� t.,i Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)...................................................... Z Non-Loadbearing Wall Connections Lateral no.of 16d common nails able 8 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9). Header Spans ........................................................(Table 9)....................................$ft Q in.511' y SillPlate Spans ........................................................(Table 9).................................. ft in. 11' . Full Height Studs (no.of studs)...................................(Table 9).................................. �.........� <...... - tI Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 10 ft 0 in.<_12, V Sill Plate Spans...................................................... (Table 9)......... ft O in.<_12" 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 ....................,............:.............................................jja_;5 6'8„ (/ SheathingType..............................................(note 4)......................................................wS t/ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. V Field Nail Spacing..........................................(Table 10)................................................... in. V Shear Connection(no.of 16d common nails)(Table 10)............................................. V Percent Full-Height Sheathing.......................(Table 10)...................... ZS.. ° /o 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)...............✓.... V Maximum Building Dimension, L IAPA pWAL- iw u-S uJEp#- Nominal Height of Tallest Opening2.........................................................................�<_6,811 V SheathingType..............................................(note 4)...................................................... ws± (� Edge Nail Spacing......................................... Table 11 or note 4 if less)........................ G in. ✓ Field Nail Spacing...........................................(Table 11)..................................... ......... in. V Shear Connection(no.of 16d common nails)(Table 11)........................................................'� Percent Full-Height Sheathing... ..............(Table 11)....................................................7 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).............. ... _ Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ i'✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................:................................. (Figure 19)..............4#6 ft<_smaller of 2'or U3 V Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors �,,2 Uplift................................................(Table 12)............................................U=.L plf Lateral.............................................(Table 12).............................................L=A?-(a plf Shear...............................................(Table 12)............................................S=__M Of 1L Ridge Strap Connections,if collar ties not used per page 21... (Table 13)................................T=�plf J� Gable Rake Outlooker......................................... (Figure 20)..............�ft<_smaller of 2'or U2 �. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. �v Lateral (no.of 16d common nails)...(Table 14)........................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............WSp V Roof Sheathing Thickness........................................... .............................................`C"-in.>_7/16"WSP I/ Roof Sheathing Fastening............................................(Table 2)................................................$d..�� Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required,per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ATA ?oQ-N, WAL( )FTAIL- ATAC C-D f gq \-ec),< P,2,r Lr\A K\0 o`qa ...... Ov , G�� t R ti TOWN OF BARNSTABLE BUILDING,PERMIT•APPLICATION .Map Parcel O. G Permit# Health Division Date Issued t if Conservation Division Fee Tax Collector Treasurer" Planning Dept. ; Date Definitive Plan Approved by Planning.Board Historic-OKH Preservation/Hyannis ;Project Street Address i � F Village Owner Address Telephone Permit Request �a 4 Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay 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 Cl 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 t Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ` ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal`stove: ❑Yes ❑No Detached garage:❑existing ❑new size .Pool:❑existing ❑new -size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing.❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 13 Commercial ❑Yes �-TNo . If yes,site plan review# Current Use Proposed Use kV BUILDER INFORMATION ot Name l/vJV Telephone Number 4) " Address ��j2Q �Ati License# 7/ 07 . 7 ,i Home Improvement Contractor# J LJ Worker's Compensation# LvC TO-2 �l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 4 s ' FOR OFFICIAL USE ONLY z PERMIT NO. _ 1 DATE ISSUED ` r i y MAP/PARCEL NO. w , A ADDRESS VILLAGE ' OWNER J DATE OF INSPECTION: FOUNDATION. FRAME INSULATION -. FIREPLACE - ELECTRICAL: ' ROUGH " FINAL - r' - .. S � i PLUMBING: ROUGH FINAL S GAS: ROUGH FINAL Y� FINAL BUILDING; DATE CLOSED OUT a s ASSOCIATION PLAN NO. r a P . t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division Date Issued Conservation Division " Fee Tax Collector Treasurer �m�, /b12.J Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village Owner 7A f �(.Z�7 / Address ChQ L-1-3tg oo,4--o 11 Telephone Permit Request n7 _f Square feet: 1 st floor:(e�qsting proposed 2nd floor: existing proposed Total new Estimated Project Cos f Zoning District Flood Plain Groundwater Overlay 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 umber 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: ❑Yes ❑No 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 BUILDER INFORMATION Name 1, LL an � . Telephone Number Address_ � ( � A , License# 0 7/ O'Lc f_ C �. �O D�bJHome Improvement Contractor# 1D Worker's Compensation# L�2 A Or-)9 ZZ/T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY .",PPRMIT NO. DATE ISSUED - r f MAP/PARCEL NO. F , ADDRESS VILLAGE t OWNER y DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION ` FIREPLACE - ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT ASSOCIATION PLAN NO. ' ; may; - _�.___. The Commonwealth of Massachusetts . r.: Department of Industrial Accidents • A — , ill == , ._ — office otl0c8098908S . 600 Washington Street {cA Boston,Mass. OZlll Workers' Com ensation Insurance davit name: location: city phone# ❑ I am a homeowner performing all work myself. . ❑ I am a sole proprietor and have no one workin in any ca aclty ''//////%%�%/%%/%/%%�% ��%%%%%%/%///////////////////��%%%%/ ❑ .I am an employer providing workers' compensation for my employees working,on this job. :... :,..::..:...:::..............::.:.:.:.:.:::::::..:::.. ...::::. .... ......... ..:.::.:::.:.::.::::::...:....:.:.... :::::::::..:.::.::.:.:.:.:::. ijiai :.:..:::..::.:..:............. comVanv name. ;.:>:';<:;::,:::::::>::::': ::.:;::.::::::::;.:;>::>:>::::;'::;;; ........................... ...............:......:::........::.,...........:::.........: ............ address ::::;::. >:: insurance co.: >:. '.::.::. olcv#:: /%/ 1. ❑ I am a sole propri or genes eral contractor,o-r'h eowner(circle one)and have hired the contractors listed below who have the following workers'..compensation policesr..... _ _......,:..:::,..:::: ::: :.::::.::: ......::::::::.::::.:::::::.: :::::::,:.::::::::::::::::.:::::::.::.::::::.::::;::::::;.;.:.»:;,,..;."";:' ::>::;' .:.:,::...:.:.: :. coin anv name.. . ::::;::.::.::.:':.: >. :.:.:.:...:.. .:. 4 address.; :: »::.;:: :.;;::.::.:: :. �::. :<:'::..;.;::;::> :::::,X . ..::.:..:::... _ .._.. . . . .... .. ......................... ....................::::.:.:::::::.::::::::::::::::::. ................:.:.:............................................::::.::.................... .....................................:........................................................................:..::::::..:::::::: ::::::::::.:...::•::::.:::::.: :. ................... ::::: .:...... . ................... .................. . ... .......................:::............:............... ...:.....:.:.:::::.I..,....... .:::::..:::. ..... ................ ....... .... ..................................................... 11 4 •i:�li:::':i::i n4:.: :::: hone :.. . :::.. ci :. ::: ... .. ; n <:::» >, X. ::: :• ........ .....: f....,.............. ::.: :::::::,•:.::"',,_,:::::.:::•:::::: ......................::.... ...... ... .:::v: ::•:::..:: ...... .. ... .vtrw........:...:.....:. insurance ca>::; ,:.:..: ::.,. . ;:: ol+icv# _ .. ..................... ..............xx-., ............... . .::::...::.:::::. address. ::;::::<:>:::«>:>: phone atv » vz nsnran oiim 1.1...11_1.....11.10" .�/. Fafiure to aecare coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one yeah'imprisonment as wen as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me. I understand that a ' .1-111 copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verincation. I do hereby c fy the p and pen les o edury that the information provided above is trw.and correctt�p Signature - Date /&?, ., �l — Print name Phone# wsmnam official use only do not write in this area to be completed by city or town ofncial city or town: perm it/license# � ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; _ ❑Other (trAsed 9/95 PIA) I . Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fiR out in the event the Office of Lnvestigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. The affidavits may be returned io the Department by.mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce of Inllesugatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 i The Town of Barnstable 163¢ `0�' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 ' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions_,along with other requirements. Type of Work: Estimated Cost �i5a Address of Work: Owner's Name: ,per Date of Application: o h/ ?v I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date— Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav _ The Commonwealth of Massachusetts " --_= Department of Industrial Accidents v is office Of/OYBsfiffa/0OS - - . 600 Washington Street �,,, Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r. or and have no one kin ' ca aclty /%%%%%/G%%% % %%/%%%%/G%%%%%%%%�%%%%%%%%:::::: //% I am an employer providing workers'compensation for my employees working on this job. . sonaanv name. / i ' . ., !? . �r crtv � ,' - phone#` ✓ insurance co. .:'olicv# G t ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who haveI. the following workers'compensation polices: . . comoany>name. address. :;:;::. -- >: ........ .;:.:.> .; .........X. >::: .... .................. .......... ..........................::.!:.!::.`�:...::::::.:::.:::::, .......:::::::::::::::.:::<:e't. 3 p ..:......................................::::::::..<.. ... .... ...::- phone .,.......................... :.::. . ......... . ... ..: .....:. ............... . . ....... ..... .......... . •:::.;:.: ...: v:::... .. .............. .v:4:::::.:..... m. nanrance.co. _........ .._.......... ..........:.,........ .....I....::. ..:....... ...::. olrcv.#..:.:.. .......................::.::::::::,;:.> >, , ,.a.. ::::::::. .... /. :;::y}H... iRHRIe:i:: ':?2%?:`2<i�i isi i is i:i:i :'>� i 2 i is c isi: '::<`i i ii i+;iyt``it;X... .. ....... ij;%..::::::;:i?':?%;':%::`ii ?:i:`<i::?::`:`: iii'' ;iii:2: t i?:;';":" `?i:;.2y"``f 45` l ?":':canm nv1. e s. addr s city: :;: :>.:,:<;.>::::>'>.. bhene#: ....;:.... ... ..... ... ...:::;: :: e surnnce co. ..::>:::::>:.:. :, _..'.. pint v# <: ..........:•::.-.*-.-..-. .:.>.:.::.:.;::.:.;:::::::•::;<:::..: _ _ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,600.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pe ojperjury that the information provided about is true and correct Signature� Date �—�/ �-���— . Print name�`.�U/� i�/1'?�/z./.=��/ Phone#��1 /rAp- official use only do not write in this area to be completed by city or town official ' city or town: perndt/llcense# ❑Building Department ❑check if immediate response is required ❑Licensing Board ❑Selechnen's Office contact person: phone#; _ ❑H��Department ❑Other Oriimd 9/95 PJA) a Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the:.r employees. As quoted from the "law", an employee is defined as every person in the service of another under any corer of hire, express or implied, oral or written. An employer is defined as an individual. partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receive: c: trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew,: of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be rearmed io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Inves"gadons 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 ✓fte �s,�nmtanweaUh `7 `lal:aclrrt t1Y DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Number Expires: Restricted Tos 16 DAVID J LINNEIL JR 59 FREEBOARD LN YARNOUTNPORT, NA 12675 G v�r ` r" f OME MPROVEMENT.CONTRACTOR = it 60 659� C 2/14/06 KKt IN RISE V D ,INNEII`JR w FREE BOARD LANE `i l A RHOIUT NPORT NA,02675 r \ *THE tp�y TOWN OF BARNSTABLE i 8AHH9TADLE, i 9 ,639. - D I L p G I S P C O _ pp,o�i6;q `00 0 MPY a' C2F�.7i'Cf�`� �`t✓iN� " APPLICATION FOR PERMIT TO ................................................................................................................................ TYPEOF CONSTRUCTION ............................................................................................................... ............ .......................... .`'....19. /... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... .?.... �.... .......................�a'=� �C...... C",:(Z``:�0,`:�..� )� 1...1a!:7Q....0�o �rAtrL:. Q � Nr�2✓«�c.... .... .. .. .. .... .. ... ..f. .. ......... Proposed Use Zoning District ......2:.. :.. .:..........................................Fire District ,.� :�................... ...................................... Name of Owner .....° ia��, :�� !Z`sr�� .............Address .y`+:!?..Yx.r� —�•, �. .................................................... .............. Name of Builder q...............Address .... .....5? :..=oaM1 S .�................................. .................................. Nameof Architect ..................................................................Address ...................... .......................................................... Number of Rooms Foundation �" ` X 3 a .......................................................... .............................................................................. Exterior .1�!ci%: Sc►:'�. .` ..... . .Roofing .l^.`.'.?.'. ....1�1 ......SS'arai.� S:'W� .................. . .......................... Floors ........ ......... ...............Interior �.... ...7 Heating �` `�..... hS..a!?.... ear... tl" ._......Plumbing .:.. ....vs\Z G— _ a ,..... .... Fireplace v� Y: ....�'..�-'...... ... ..n�.?:-.;olZ................Approximate Cost ..... ..`. .;.`�o.. ................................... Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions —s-- 9-a,Al Ot 31 Al J� `CD����j� i hereby agree to conform to all the Rules and Regulations of the Town4ofregarding4abovconstruction. Name ................ ....................... J Bryant, Bradford P. t DEC 311971 /h134 No ...�3M... Permit for ...... story,..... I .........single. f...... .a� ................... i Location ... .CheQLiaS�1d� ..Way. �`o—F a i At ..................................... { Owner ..... �xyant..................... i Type of Construction YP ....................frame.......... . ................................................................................ f H' Plot ............................ Lot ...........#8..................... tt Permit Granted Ka..rch 19 71 t .... ...........29............ , nn ry I Date of Inspection .... ..../....................19 Date Completed k.�........19 PERMIT REFUSED ....................................... 19 _ . ............................................................................... ................................................... ........................ r - ............................................................................... i .a Approved :............................................... 19 ............................................................................... i 1 a. ti J. cn a = 1 � T m W m .� C 0 m 0 ro D c a � � m •'O _ rn c rn V cn o � rz, m C3 O rm m m uz 51TE ADJUST TO EX15T.GRADE ,. O - - - C o o p n> O� O oo m 3T .� n D y O .- la g — 0 0 — m II II - II Il ' II II II II rr------ II I I I I 14 1I- L�—ram=== II -- II II II II `o II N II I I °' I I 4 I I i, m . II 0 II II S I r. °v I I y I II a g II 0 v o I s$T f Z I - � - 1I I I o 'b,_. LULU � a ii V g ww II II 11 --- II o If Z II II � II Im P I I o II 1. F, b m 0. w I 1 f m 1 -- I I S Z I ��-- * m I �� m < ' D m l I 9; I O II II z o I .~ II II I II � II II o o v I I a a. O mo I I i O 0 o I r a I I � � g 1 I b Z a 1 9 L -- o o I I I- A I m $ i I r o m , v I I I I n °' 00 D i i g o A Q 3 II I q z II O lFR I I m Z 0 0 I =0 D - _ I I I I lr Q �N I I $oyy I' I z I -06w I' m 'o rI ® o I err------ ' o Ib c �rI n� o ° o I oc o iA n n i �T a L------ - S2 - Fo $ IDO IfNN N� I o D 41 (�c O - O,Ni D 0 p N 4 'o - - o In u�'I k, o o c o._ - O ® • to NZ D ¢ Nc N O �A - 5 0' I I'-2' 7-8 I/z' SITE ADJUST TO U15T.GRADE Ia-a A 0 ° PROJECT: _ - PREPAREDFOR: REVISIONS m proposed additions&renovations at .a 0 g WELCH RESIDENCE LINNELL Ent. , N 0 2 CHEQUAQUET WAY•CENTERVILLE•MA m "d - (508)344-8858 r- CI TITLE: - - ELEVATIONS David Linnen s 1 1'-z' T-a Uz' ��io4 a Dii O D O m D a f O D O 8a ° g a _ a °�pb0 8 n *gg m o °a $ A�g � n A2 1E o o 8 o a it s �o o� oAm ° ° g g= II II II Il II 11 • II II II - II II o II II II II II m I II o. II a 3 I o II b o I I v I I II o 0 p l l s r v °z I I m ° i i g� R A -n o m o II i C/) a < D g ii I v I a � z l l �� I m I I O o m Z I II II II < II II LI OUM: II II Z II II _ III � I I ������������������������������� D MUMMMU I - ° r ® MUM :ffram— o I _ $ - - o a V J m aoD A s o o S_oo ug = pa x o° a z o° ° Io z o z gq A 0 n PROJECT: PREPARED FOR: - REVISIONS m m proposed additions&renovations at N g WELCH RESIDENCE LINNELL Ent. v o m 2 CHEQUAQUET WAY'CENTERVILLE•MA a (508)344-8858 TITLE: David Linnell ELEVATIONS / 1°, / Dias / / / / 4-4, DaN N ;u � � m Q G m wm _ O G� a � y - AUGN`Min MST.WALL m 2 O' I I a x. Ili lily, o D? rslsa 4_10,R. I I -- r xg �2TI r3�• © n 1 I I I I O p= LcJ �� cQ 1 I I 1 I 0 O � - od X 3� m --j I I I I (- 0 I BA-- I I I I D a'a --� I Z N4, L --------- I Ga r-- 11 O �i�1 ��7" f 0 ---------J J II II n y a -- L�®�J m 4 O p 8 , o� ° 000000000 � z ® g 8x 09 I 10.0 A N I I �' I UP 3R5 /, 3-� �y (� Oi m m . 8 . I I A I I IIII 11 I a N S m I 1IIII1 I I I i I - o O 5 b I I o I a a I I O l_l -- ---_ oa x a o� m m� y oa a! X � N N rNa ® [Q 9 III n S z y m a Z olll m A. 8 : O Qo° a m o m O - �? D 8 8 8 Om z m 0 o Q r m 5'-4' EQUAL EQUAL i i A A s 6 m D n o °n PROJECT: PREPARED FOR: - REVISIONS: 8 m m proposed additions&renovations at W > WELCH RESIDENCE LINNELL Ent. z m 2 CHEGUAGUET WAY•CENTERVILLE•MA O o (508)344-8858 TITLE: David Linnell _ O� FIRST FLOOR PLAN/SCHEDULE 14'-0" 14'-O° 3- I I r _ CLOSET I - I r------1 I I I I I I BATH b zess• _ i .� roof I r 3-5,10WER f I I o ________________-___---_____---_--__—_L____, r4•.6e \UNEN/ -J 5EAT W EITORAGE BELOW rproposed GUEST ROOM " —_ MASl�EA BPd+Fy I = T VANITY 4k61CU5M 5M RbMENi ? L]— I roof �` �p� L__ �T-�r _ J. ' \—� z sed 4 I' �� MASTER BEDROOM =_ REM sT G 0 . I waLLs pooRs rlxruRa.Erc:.. S _ _ As snowN _ Prof � WALK IN CLOSET . _ � 'IBUIID IN OPPOSIT I ION REMOVE EXIST."AI b 1OB b ----- i`-- — l ' 12'-6' 12'-6' -•- - 6. - 25-6 6. I 4 v 3 W r -. 0.' J N L 28'-0' L--_____ _— O v c Z A 101-01 proposed n 20'-o' SECOND FLOOR PLAN PROPOSED DORMER ADDITION 1/4" T-D" EXISTING WALLS e -—— DEMOLITION - o t NEW WAUL5 r - ®ROOF RDGE: _ , CONTIN.COR-A-VENT ROOF RIDGE VENT 51MP50N LETA 16 STRAPS®EVERY RAFTER - SIMPSDN 2x12(or1.3/4'x111/4'LVL)RIDGE BD 2.IO ROOF RAFTERS®IG'O.C. 2.1 O ROOF X RAFTERS®16'O.C. H2.5 HURRICANE CUPS / \ r ''A 5/B'CO.ROOF 5 SHEATHING N12 RIME BD. WJ SB'COX OOP 5 INEATHING ®EACH RAFTER ASPHALT ROOF SHINGLES 9 ASPHALT ROOF SHINGLES 2 / • - ALUMINUM GUTTER ON�� 3+� / / \- 2.10 CEILING JOISTS®16'O.C. �. 1.3 FASCIA BD.ON B'O1 h. - / // \\ \ ——————————————— — — ----._________ , proposed top of plate / --— EXTEND EX15T.ROOF TO- a PROPOSED DORMER FXI5T.CW G JOISTS-BEYOND 12 SOFFIT VENT n �T existing ceiling ht. u R D D D SIMPSON W U / // proposetl \ \ - ' t12.5 HURRICANE CLIPS N J Z / / \\\\\ 12 xB FASCIA BD.ON B'O.N. EACH RAFTER C '� ROOM �10 prop.knee wallet. « > IX15TING 2. W �. r u / / \ \ EXIST.2n2 FLOOR ROOF RAFTER5(ait,vent') W W V . 18' // / \ \\ 18 EXIST.2.FLOOR WFFITVENT 0 v F W // ',N4'TW PLWiD.SUBFLOOR ON \\ (STORAGE) O H Z rn proposed SBCOntl FIOOr 2.10 FLOOR J015T5 QI6'O.C. N I I 0%� V BLOCKING _ IX15TNG 2x1 O SECOND FLOOR JOISTS(ante wny) {III z Z propose top or plate existing second floor _ ALUMINUM GUTTER ON 1^/ x STL.BM. _— existing secOntl floor r212xta 1/2 STUD WALLS WITH ALUMINUM FASCIA U ON 8"O.H. \ EXIST.EXTERIOR __ -- ——— WRAP COX,PLYWD,SHEATHING.HOUSE r8 a a 5/8'FIRECODE GIPS.BD. I I \� GABIP WALL .ex15t1ng top Of plate WRAP 9 W.C.SHINGLES Qa 5'IXP. fi exlsting[op of plate R.G.CLAPBOARDS ON FRONT WALL O Y; 2aG STUD WALLS WITH ®WALLS 4 CEIUNG I I \ I - s b + N II' REINFOE UNDER Q COX.PLYWD SEAT 0 1I/2WSH.NGIF , DORMEREANGWALLS ___ JWRAP t S5-EXP. 5TAIR5 BEYOD QEXIST.IY FLOOR EXIST.14 FLOOR __—fl d V ANDERSEN DH WINDOW I I \\l I (BATH) ___— I O J W O P.T.S SILL PLATE 0.5�B'ANCHOR c W = U BOLTS®MA%.45'O,C.9 6'-I 2'FROM I BEYOND \\l I ___ I V V - l.Ll END OF PLATES,USE 313'.I/4'PLATE I I 3 I/2'DIA.STEEL 1_——— I existing first floor ——— I O. N N WASHERS.BOIi EMBENTMENT MIN.T� ®® LALLY COLUMN TO ———�—— 11 12'x30430'CONC.FTG. F exist./prop,top of foentlation �F prop.top of Cont.slab I I D W O F J 14'-0' 4'THICK POURED CONCRETE 51A5 FLOOR I EXIST.BASEMENT 11 WITH 6'v6'-10'.I O'W.W.M.ON CLEAN 8'THICK POURED CONCRETE FOUNDATION WALL WITH 6 MIL VAPOR RETAINER I - DATE: 04/28/2D17 ON 10'.r20'LONTINWUS CONC.FOOTING PROVIDE CONTIN,14 REBAR5 OVER COMPACTED GRANULAR BASE EXIST.FOUND.WALL BOTTOM TO BELOW FROST LINE(4'MIN.) 1 (2)@ TOP 4 BOTTOM OF FND.WALL (3)IN FOOTING SECTION PROP.FRONT DORMER 28'-O' S2 @ SCALE: AS NOTED 4 1/4"=V-D^ _ - DRAWING# S1 SECTION @ GARAGE \jN4 =,'p A4 - 6 8 ms� �S� �Ng� o. u`,o� - 3> ;� 9 04 zW¢2 $Om 09 g82 Rod 32�0' _ o � i0 qu 3 y U I I I I w I I I I Im I _ I $ 4 4' O z gym O Ovp o�oo F ° 4 0 o m� ic icN I I m N AA°� o°D ®al , o m �o m o =� I I o o= I I I I�an ii I I o I I o ®o wu II 0 z o n$ II I I 'a Fo ZsoG II I I m N $id$ II o II in "go 1.1 I 2-O I I I I I I m x o i m m' m I I I I a v I -------J I ° zz I m L----------J / . P.T.WO DECK JOISTS@WO.C.- J T a F 9 If0 N J Z n I\ / P.T.2v@s 2 rTTTTTTTTTTTT� I L 9 O I � PT@-O-c. - � O Z S I lm ° I m --- CHIMNEY a Z x° I D y�8 � \ T--- I a< m $ I ;ado �� Io ----- o���o r o b g��8� mod O� o� I I oo Z so � 3 §m - serve' o��yn �N.. zF - �8A ? m� m o g Av T2"2 � ' ��dtziOz0 fig A5Eo yN �sf A A n j PROJECT: ,. PREPARED FOR: REVISIONS: m m proposed additions&renovations at ul Z a WELCH RESIDENCE LINNELL Ent. N z 2 CNEQUAQUET WAY'CENTERVILLE MA a 3' (508)344-8858 TITLE: David Linn ell O� FOUNDATION If BASEMENT PLAN { =.S O� �NOZ . R Zm y�®o �.4r E s �5 s.2 °^ E�aE �a � NS 32'-O'oz S t II I 6 4'-0' z ^o 0���o 3✓ N A —— � N a25 3 A= I • i v I I I X Z h F� F I'I I I o n Lc•� z_p O m t I I 0 G) T I A I j 1 l 1 I O o x I I I I I / �I I I v v Q m I I I I I / x a -----__I I I I I a o � I I I �I N Z I I I --------j L----------- I / F. /\ U I I P.T.2vt00ECK J013fe�1SO.C. _ I y 4'-l o• b Z KI,N4 2 4TTTTTTTTTTT� I 6 air O.C. -1 I Ila I I I I I I I I I I I I I O $ Z � £ I I CHIMNEY i m a) � I/ �� I �-ZI$ NN m °�a4 am Io ----- Ifl'N so" Z8rp g�gg2 I Ny D p ® A�s: ^g Om o Z � XNc Q ¢ 60Y6'& �O ApO mg A ^o og li� A TW2442 A Rg8 Tnn� Y a D' �F �F T ° n y PROJECT: PREPARED FOR: REVISIONS . proposed additions&renovations at g WELCH RESIDENCE LINNELL Ent. o m 2 CHEQUAQUET WAY•CENTERVILLE•MA m o (508)344-8858 TRH David lJnnell _ O� FOUNDATION/BASEMENT PLAN 2 x 10 ROOF RAFTERS @ 16"O.C. SHED DORMER 26-0' a� 7T ,, III iwll IIti III Ilo °II ' II ®� II II 0m - I 2y12(or 1314'k11114'LVL)RIDGE m 2`- T, II II - �I Q AO r.n -n 0 w m I ➢ C �1 IT 0 Z z Oi r op Z I T J, 1 z F > M �� _--- _— _ _ __ _ — — — — — — o � I.. 0 1 �C 511ED DORMER 25'-10' I ® � 0 cNi R I Q I zlK .. a - m .l 2 x 10 SECOND FLOOR JOISTS @ 16"O.C. 8 I I 0 I SOLID BLOCKING UNDER d o° I DORMER BEARING WALL ABOVE E% G ROOF RAFTERS(ails verily) l' 1. -- — — — — ---— — — — — — — (3)210sorLVLs — I � Q I a I i o I yo ® m soh r A l OT 0 o I 4 `i A 2172 RIDGE BD. o O W _ EM bebwflorj_b Q [ EELB _ (2)N10 n 6 p V < z n $ O i v z N # tt OP I MIME Q (3)2xlOsor LVLs ° � 8 I Z (2)2.10 m I t I - O L-- --J SOl1D BL(LTJNG UNDER. +aa n mm 3 DORMER BEARING WAll ABOVE X r N z (1 O C !n m n O a" Z EX TING 2s10 SECONDFLOORMISTS(d.verily) -n --- — r --T- y2 � O uu& X o �7 90 �,0 o i;> n Z (3)2c8 f z G O n RI z o mm " p - 2 - zo ' 2x10 z g_ w—O m 0 � 0 'z (3)M EMSTING'2a10 SECOND FL RMOTS(sh,v Wy) (3)2a8 HDR (3)W HDR (3)2aB HDR n0 °y PROJECT: PREPARED FOR: REVISIONS I m proposed additions&renovations at > g WELCH RESIDENCE LINNELL Ent. q N z m 2 CHEQUAQUET WAY CENTERVILLE•MA (508)344-8858 _ TRIP: - David Linnell O� FRAMING PLANS BUILDING DEFT MAY 0 3 2017 TOWN OF BARNSTABLE