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Home My WebLink About0265 OLD OYSTER ROAD , .. ,. , w �.^ _ _ . , a�� .e� �9 �� - c � �. ,, -�.-..:.ter..; _.—:.J.. ............ .. _ ...-.._�-..: •+.. .... :Y- : --.. ,.'.- r -.v .r-r r .. r. -.. -- •.-'- +--.rr..-- __ - n �f//��./•��(�/� --._._. _ .. V v-TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I Map 0 2-( Parcel OF L Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 4 Project Street Address Z-a S O 60 e) 6? Village 7�l Owner Address (oS W,D A7R 10-b Telephone Permit Request do"5lrzo(4 Q- Woo,96u n e1'9 X ZY` Ah)D/t Yt olq Ag- /51RI-00 r &m4?i,4 s f i sf�a�y�3 i°ay ZL4-J*Cl AA40 Square feet: 1 st floor: existing/09Y proposed 43-L 2nd floor: existing proposed 6 Total new 2�6 Zoning District Flood Plain Groundwater Overlay Project Valuation 0 0 Construction Type Lot Size A-c.. Grandfathered: ❑Yes #lo 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 14No Basement Type: AFull ,WCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 79/ neW0-vawt 399's� Number of Baths: Full: existing Z new 3�'r � Half: existing d new Number of Bedrooms: 3 existing new 637vfL) Ll L,"law J Total Room Count (not including baths): existing I new First Floor Room Count -� Heat Type and Fuel: V-ISas ❑ Oil ❑ Electric ❑ Others Central Air: �es ❑ No Fireplaces: Existing L New !- &_ �g wood/coal stove: Yes. No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ximing ❑ new size_ Attached garage: .existing ❑ new size1`�41Shed: )LAsting ❑ new size/-OK&Other: ,rD 9.0 20�� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ TOWN 0� Commercial ❑Yes 'I-No If yes, site plan review# Current Use i`Z-es/g a Proposed Use Qt5iR"gh APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - --- -- ---- Name D/ 6 Y �D / Telephone Number "�� '3h `�13e6 Address 2 6 S 06) O Z5,�Z l0�1 ) License# Home Improvement Contractor# Email ��l:�D�sl�e�/ G YYI t4r��o"Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��rzrt sM&E SIGNATURE " DATE ZO 016 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED '+ MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: I FOUNDATION ? FRAME S�Q 1--�h� d� J -" INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH . FINAL ? FINAL BUILDING DATE CLOSED OUT 'r ASSOCIATION PLAN NO. y The Comte. anweak3e qfManvdi=dft . ' 0111ce OfBrpesaguaow. 600 Washington Sh d Boston,MA. 02�3I ►WarI;:,ers' Cumpensa6mIasunnce Affidavit 11underslE;m ers Infarmlaf as Please Print A &e= 2.(05 OLD' +� � Are you an employer?fheckthe appropriate ban Type of project(required}-- LEI I air a empoyes vui& 4. ❑I am a gems and rector and I employees Pull aralfor pamt-time f- * lmve hiredlhe sub-coat�ss 6. [:]New cons 2.❑ I am a sole psopdptas or partner- fisted c m&-attached sheep 7- ❑Ran odermg These sub-caa tartars have,ship and hwe employees. �o�assdhave xgori�ss' � ❑Demolition Wazldng far me i a any capacity. 9. ui trMg a&ition INo 'camp.iasutanCe COMP-ksuranc I j 5. We are a cotporaticaand its 1Q❑] ical vapour or a ions 3_ ama bomeOu*nw doing all work officers have eirzmad tiler 1L0 Plutabiugrepais s or adcrxaam [No 'gip- dght of esemghon per M L 1?❑Roofrepais insurance r d-I i c,M§IM andwe'hBve no employees.[NOworss' 13.0'£Dther coMJx insurance ) •Grip 6.. cber s bow n must Elsa mvulthe sectianbeLva shavmng dwea°aadceze®poindoupeRcyb oa �eoerasswha sahagt rdus�daog i g ehep¢xg3am�e7F�sa�c sa d eheahizE as caatmc�samst submit a mew affid eft indineia Q+`x fCoatacfos$ss�daecl[ihis bocc mast shed'�sddiiiffist sheer shvz*W thea,,aeof the sub ca Zad stda whe lm eanot theme e I emP103MM Ifthes&htam=�h=e=T10yas,dieY=Srp=M &w wow'—mp.3aalicymmuber I am mt errigIQ!Fer ak7t is prauibng warkers'tra srdi4m iitscirat"for my dutplez Wg& Belaev is iliapaUCY and jab Z�e �,�ormaiion - Iasamance Company Name y PO&y,4tI Or Self--igs.IIC_AL EiauDafe:. Job Mte Address= Qtf tdelzip teach a copy of the workers cbmpensationpoRcy declaration page.(shm wing the policy number and expiration d:at* Fame to secum coverage as required under Swbon 25A of MCL m 1572 caa lewd to the imposid=of meal permhi.s of a 5ne up to$UOD OD an Uar one-gearimprism=Hm;as-well as civil p—I i es n the fozm a€a STOP WORK OR DER and a fine of Bp to$250M a&y agaittst the violator Be advised that a copy o€this slatemed maybe fx varded to the Office of Iavesttafiems of the-IDIA far insmxanca covezage I do hereby_ Perizuy fhatthe utf arwia€raa.pr av de d abom is true and correct SiM3Mb3,L- Date- 'Zd LoZ l'�ane S .02ici L am anly. Do riot write in areq,to be comet d by city artairn officiaz City or Tower pernehfT ac,ns e L=*AuflMrity(tom oar): L Board of H•nl* .2 BuMm g Dq=tmmxt 3,CUylrowa Clerk 4.Electrical Easpmdnr S.Pk6bing bmpecfr►r Ci.MEW Coact Person: MOM 9: ! 1 If if 11 1 I 11 �/: Y "t t.i.Win. - ■�+ .■•••t► !.1■1 w _I Mtn. .•�R I• n ■• ■- •••I■1�R V.1.■n ra :.r.l• (•: r■ ■ r■■I/ • � �+.a.l .•a. • nn■ �. •Ir_ a •••n\r■ . ■ I�II i r% ■�]nl�■ = -la at•■ •1■/: r.■ .■�w/t/. :•ti.wYI..)■ r.1 ■• _.■•/■ •1 •/\�' �'J: �i.t•t • ■1 _■.• ••• • .■•1 ' ■ n- 7u -••n �■r: i/ It •I■ �1t1■�' tl•�" _..■ .■ 11■II■ at ": - •1 �.r.a■:■•w • : •i 1 �■ rlln. /•r •] ■■ • aI n■ •n. •_nn rR nt. .►�-•wrn u. n •n r -r as n rnu ■• u: :;nu ■•�-•- :■•. •a it" a • ■ • - r .n a m maw a.■ ^.• :.•t/- i■� rIn u n ■ .w.■n • n" •■. env •• t�w u■ n ■• u ann:�a.n. n. r ■ra■■ a -r.n •'•■. .n .l i ■•• Im_ ■•■w • •all So— Delta a• •of ■n .1■..1 tii■.Ip O sf r n .. ■• .►✓.■. ■ ■ .■ ant. .•■■r■1 • a iiin�■ n . :a■ run ••r ■-n tr+ • e rna a-t -•❑ r r . _a r_ _ -_ - - � - . • �iT 1 . ■■ t •. a •- t" _ . 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Town of Barnstable Regulatory Services Richard V.Scali, Director Building Division emu' ` Paul Roma,Building Commissioner 1639. `�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print .DATE: JOB LOCATION: 2415- number street village "HOMEOWNER": name home phone# work p one# CURRENT MAILING ADDRESS: cityAMM state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwelling 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 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 perm (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"certifi -that he/she understands the Town of Barnstable Building Department minimum inspection procedures d egwements and that he/she will comply with said procedures and requpmen % r Signature of Homeowner r 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 109:11-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such world,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 g as Supervisor is ultimately responsible. To ensure that the homeowner is folly 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/certificationfor use in your community.A Town of Barnstable ILd Regulatory Services Richard V. Scan,Director IMAM Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 . Property.Owner Must Complete and Sign This Section If Using A Builder I XOwnetof the subject property hereby authorize to act on my behA in all matters relative to work authorized y this building permit application for. dress of Job) **Pool fences and are the responsibility o e onsibi i f the applicant Pools aPP are not to be fille or utilized before fence is installed and all final F inspections are erfonned and accepted. Signature of Signature of Applicant Print N Print Name Date QYORMS:OWNERPERMISSIONPWI S AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(ego CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ................................................ 110 mph ✓ WindExposure Category..................:............................................... .............................................................B ✓ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2. stories <_2 stories ✓ RoofPitch ...........................................................................(Fig 2) ...........................................__?- <_ 12:12 ✓ MeanRoof Height ..............................................................(Fig 2).................................................aft <_33' BuildingWidth,W ...............................................................(Fig 3).............................................- 68 ft <_80, BuildingLength, L...............................................................(Fig 3).................................................2y ft `-80' Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................ . 3J_<3:1 ✓ Nominal Height of Tallest Opening2 ...................................(Fig 4)...................................................<_6'8° 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................:...................................... ✓ 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)............................................... 39 in. Bolt Spacing from endloint of plate.............................(Fig 5)....................................^9 in.<_6°-12° Bolt Embedment-concrete..........................................(Fig 5)...... ......................................... . $ in.>_7" Bolt Embedment-masonry.........................................(Fig 5)............................................ — in.>_ 15" PlateWasher................................................................(Fig 5)..............................................>_3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ✓ Maximum Floor Opening Dimension...................................(Fig 6)........................................I......... ® ft:5 12' ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or S'hearwall................(Fig 7)...................................................Ja ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................:.. O ft<d Floor Bracing at Endwalls....................................................(Fig 9).................................................... .. Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)........................// in. Floor Sheathing Fastening..................................................(Table 2)..,g_d nails at ( in edge/_ZZin field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................I:ft s 10, ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................- L ft _<20' ✓ Wall Stud Spacing ....................................................... (Fig 10 and Table 5)...................T in.<_24"o.c. Wall Story Offsets ..................:......................................(Figs 7&8)............................................ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(fable 5)..............................2x G - 7 ft in. a� Non-Loadbearing walls................................................(Table 5)..............................2x--__Z ft in. —� Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. D ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................eft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. f- 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).................................... Z-ft Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... e/ 7 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... 2-- Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2-- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft U in.<-11' Sill Plate Spans ........................................................(Table 9)..............................:... ft j in.511' Full Height Studs (no.of studs)....................................(Table 9).......................................................?z ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 7 ft in.<_12' O Sill Plate Spans.... .......................................................(Table 9).................................._3�ft in.512" 1� Full Height Studs(no. of studs)....................................(Table 9)....................................................... -L' Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W / Nominal Height of Tallest Opening2 .............................................................................42�<6'8" SheathingType..............................................(note 4)......................................................JA&� Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ & in. ✓ Field Nail Spacing..........................................(Table 10)................................................./Ts in. of Shear Connection(no.of 16d common nails)(Table 10).................................................... Percent Full-Height Sheathing.......................(Table 10).................................................... it.(. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension,,L p Nominal Height of Tallest O enin 2 ................................................. <6'8" SheathingType..............................................(note 4).....................................................WS Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................_V in. Field Nail Spacing..........................................(Table 11)................................................. /2' in. Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11)...................................................:�% !/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ..........i9s& ft<-smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=3S plf Lateral..............................................(Table 12)............................................ L=—'j(plf Shear...............................................(Table 12)............................................S=J&pif ✓ Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=�2 plf Gable Rake Outlooker...........................................(Figure 20) ............. 0 ft<-smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=f0?S'lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=22-74b. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ......................... ....................�in.>-7/16"WSP ✓ eaing ..................................(Table 2)......................................................... Not .1 This checklist shall be met in its entirety,eKlKing the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist i m in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figur 8 and Figure 18b Exception:Opening heights of up to 8 ft. s 11 permitted when 5%is added to the percent full-height sheathing equirements shown in Tables 10 and bottom sill plate in exterior wal e a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 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 7116"and be installed as follows: i. 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 WHEN THE EDGE FMM ON FQiAMING USE&!UMS _-..�.. ----'-T---- -- 11 11 1 11 It 1 11 11 1 Y 1-t it 11 /1 1 1 11 11 11 I r I 11 11 11 11 , N 11 ..LL 1 1 11 I t 6 1 11 1 t I 11 11 '4 1 Ir 'a a Ir a It ~d ii ii � 1 11 O ri I Ip 11 If 1 `; 112 11 l 1 g ;1 11 1 0 1 Ir 1 W =1 1•I W it 11 1 I Q ILIJ I r 1 IJ yr I _$ /1 11 1 1 Q 11 i t W 1 f.] t l 1 1 F• I 11 11 1 1 I1 11 � 1 IA II rl I • 11 Tl 11 ll t NAILSPACM I 1 PAN See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMx 5301.2.1.1)' 1 i ` : 1 1 1 I 1 I i 1 1r iI u m 1 1 a b4. {I I1 + ' FRAMING MEMBERS IIJI I E E WERM TE I I fftf 2 STAGGERED 3"Mrl NAIL PATTERN PANEL PAN L EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment TILE#'MIP 29794 CENSUS TRACT# 132 CLIENT: DUNNING&KNUUME, L.L.P. DEED BOOK 9677 PAGE 193 IN GA M. EUMBM P LOT 4'3 APPLICANT: HUBERT A.&SANDRA M. D'AMBROSIA ASSESSORS PLAN 021 PLOT 092 MORTGAGE INSPECTION PLAN OF LAN I LOCATED AT 265 OLD OYSTER ROAD' BARNSTABLE, MASSACHUSETTS SCALE: 1 =50' February 24, 2003 L-g' 46 ; . LOT �•,5 � t 28406tt,� LoT 43 t , LOT 42 x o' ;SU4 ' N s �- CRAWMRD O N Pro 160 00 N ADS s J/a.-MY. 14,0 OLD OYSTER ROAD I CERTIFY TO: DUNNING&KIRRANE, L.L.P., CAPE COD BANK&TRUST COMPANY,N.A.,AND ITS TITL INSURANCE COMPANY,THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT A SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISION. THE LOCATION OF THE DWELLING AS SHOWN HEREON IS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING OF BY-LAWS WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS. THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A r c�xt�a�tb= s: BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 Boynton Residence Alteration Beam btwn Lining rm/Hall Prepared by: LFG Date: 12/13/16 Selection (2) 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.7 in R2=3.7 in (1.5) DL Defl= 0.28 in Data Beam Span 9.0 ft Beam Wt per ft 8.32 # Reaction 1 TL 2377# Reaction 2 TL 2377# Bm Wt Included 75# Maximum V 2377# Max Moment 5349'# Max V(Reduced) 1970# TL Max Defl L/240 TL Actual Defl L/384 Attributes Section (in3) Shear(in 2) TL Defl (in) Actual 49.91 32.38 0.28 Critical 27.54 15.55 0.45 Status OK OK OK Ratio 55% 48% 62% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2331 190 1.8 650 Adiustments CF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 520 =A BUILDING DtEPT. JAN 112017 � `�F�GI� �5 Atij TOWN OF BAFRNSTABLE � o a ca N0.4929 FALMOUTH. MA. � P q 0 S i Uniform Load A 0 0 R1 =2377 R2=2377 SPAN =9FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Boynton Res. For Cotuit Bay Design 265 Old Oyster Road Cotuit, MA G A Project.#1681 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® Parcel fry , A;, Permit# �GiI IP� TOYRN OF BA IV,STABLE Health'Division V Date Issued 123I614 Conservation Division �/ n{''' j ' �� Application Fee Fee Tax Collector' 1 415038 SYSTWMUST BE Treasurer �+ I S 1 Olsd INSTALLED,INN COMPLIANCE Planning Dept. TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board -TOWN REGULATIONS/ ) Historic-OKH Preservation/Hyannis Ab,,,°/J- s.Pn �,u+w�eJo r Project Street Address Village GO rely Owner 1&A6oW#-,41,c161 o RM 8947 S//9- Address Z1GS0430 Telephone .SOf -LYA9 C0/7- Permit RequestQl� $X!� L=��TPI/.S/oi✓ To �X�S/.y'C�OO�'J• r9S 7`1 e-j°i Square feet: 1 st floor: existing 910 proposed 2nd floor: existing �'�� proposed — Total new Zoning District Flood Plain Groundwater Overlay Project Valuation/22gA�10- 00 Construction Type VtwoQ { Lot Size ,D,dn o Grandfathered: ❑Yes . ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure I G. Yil,5 Historic House: ❑Yes UK On Old King's Highway: ❑Yes alo Basement Type: M"Fu II ❑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 3 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ` 'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes YNo 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: ZoningBoard of Appeals Authorization ❑ -Appeal# Recorded❑ Commercial ❑Yes W/No . If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name&gN1, • <,�/ 4y. Telephone Number 7Z1� Address 7-3— Lyi Voo 4Ze License# ole 3�� a2 Home Improvement Contractor# Worker's Compensation# L1�G�-J�wZ9/90/ 2.2AV ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /�-�- r SIGNATURE DATE FOR OFFICIAL USE ONLY Y PERMIT NO. d - ! DATE ISSUED ` ' MAP/.PARCEL NO. - ADDRESS VILLAGE t ' OWNER - DATE OF INSPECTION: ;r FOUNDATION looll FRAME 3~t die. —a , fO'®y *e,?,O'.. INSULATION ! mS&,-' <&awA &Au� ti FIREPLACE } -ELECTRICAL: ROUGH FINAL ,Ac PLUMBING: RgkJM- FINAL 1Y 0- # GAS: R ( I 0 FINAL j co FINAL BUILDING ' :�✓• � � $/ rmi' 0 x � rtl0 . Er to DATE CLOSED OUT- 0m I '. ASSOCIATION PLAN ffb 1 - r r 1 FILE#MI;P 29794 CENSUS TRACT# 132 CLIENT: DUNNING.&KnULANE,L.L.P. DEED BOOK 9677 PAGE 193 INGA M. LUNDBERGj PLAN 4 APPLICANT: HUB RT A.&SANDRA M. D'AMBROSIA ASSESSORS PLAN 021 PLOT 082 - M� ORTGAGE INSPECTION PLAN OF LAND r , LOCATED AT , 265 OLD OYSTER ROAD BARNSTABLE, MASSACHUSETTS SCALE: I"=50' February 24, 2003 �T 45 5 L40T 43 , LOT 42 Sxlor � NIT Aborhoo SW $S,o• `�., y u CRAWMRD 160 00 tv 4 y`Z65 f; \r 40,0' 1%ysrt l4,6 112-:_/d l � O LID OYSTER R AD I CERTIFY TO: DUNNING&KIRRANE, L.L.P.,CAPE COD BANK&TRUST COMPANY,N.A.;AND ITS TITLI INSURANCE COMPANY,THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT A` SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISION. THE LOCATION OF THE DWELLING AS SHOWN HEREON IS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING OF BY-LAWS WITH RESPECT TO HORIZONTAL DIMENSIONAL : REQUIREMENTS. THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A . . ens faz��l MAP OF COMMUNITY#250001-0021D DATED 7/2/92 BY THE F.I.A. > ; NOTE: DUE TO, HEAVY SNOW COVER ONLY MAJOR STRUCTURES ARE SHOWN AND THE DECLARATIONS MADE Kenneth R. Ferreira HEREIN ARE WITH RESPECT TO SAID MAJOR STRUCTURES. r Eng Bering;Inc. ONLY. q P.O. Box 1903 New Bedford, MA 0274 I-1903. 508-992-0020 lax: 992-3374 'ENERAL NOTES:(1)The declarationtt made above are on the basis of my knowledge,information,and belief as the result of a mortgage plot plan tape stune. inspection made to the normal standard of care of registered land surveyors practicing in Massachusetts. (2)Declarations are made to the above nwndd client only as of this date. 3)This plan was not nude for recording purposes,for use in preparing deai descriptions or for constructions. (4)Verifications of property line diribmsions.building offsds, antes,or lot configuration may be accomplished only by an accurate instrument survey. I °FTME ta,� Town of Barnstable Regulatory Services 3 Thomas F.Geller,Director Muss. Building Division - Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as..Owner..of the subject property. hereby authofizeAPA Je l iPD�/b°�`f S p�°�t5�l.� T.f. .to act 0n my.b ehalf,. in all matters relative to work authorized-by this building.perrait•application for: (Address of Job) Signature of Owner Date 4pjjata�me ,.,-„n .�c.nurnrFuvFRr„rT.c.crnN • oFTMEr . 'Town of Barnstable Regulatory Services ya rt sset $ Thomas F. Geller,Director qp 15g9. �,� Building Division TfD MPy ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PEMM APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, irgrovement,removal,demolition, or construction of an addition to any pre-existing ovvAer-occupied building containing at least one but not more than four dwelling units or to stmctures which are adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. OW Type of Work: /Q,D/�l Estimated Cost ��©�, ov Address of Work: Owner's Name:_ Date of Application: X"62 -ay I hereby certify that: Registration is not required for the following reason(s): 0Work 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 EYVROVEMENT 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 u Date Owner's Name Al The Corrimonweatth of Massachusetts r Department of Industrial Accidents Office ofioyes02005 600 Washington Street � , T Boston,Mass. 02111 Work ers' Cam ensation Insurance davit Warne Llt/��.� T- location. -2 V/- city G rJI W T phone# yZ riv/ 7 3 ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one workin in ca achy % / %///�%%%%%%% 1 :v din workers' compensation for mp employees working on this job. lamahemP. ;•}%4Y• :,;{:xn••: .?,...:{{•}f;,`:c•?}ra£ti:z:S:::j::SSfiri::i:,'•j;+hun} ::hg;,'..,L;i,'Sa>5:;3:�:?�>:z �'P $ nty7..,:..` .:�:r:.3.,. :j;;v33.. ..�:{Y:•,,. ,,.a.r f•:4' ?}S^: v:•�3 rnV•:S..r }:•'{•rx{{,{:ri ,,, ..... ..... ..rovi.. vn a.v::::::.vmv:{{-}:4 xJ:??+•}six•%v'?•}'r,'4?.. 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I do hereby certify under the pains and enalties of perjury that the information provided above is trae avid correct: Signature -k- Date . -`Z-'°� Pont name �/,y�o-41 � Phone# ZZ 3'�""•� gsr�� _ . official use only do not write in this area to be completed by city or town ofilcial perndt/iicense# ❑Building Department city or town: ❑Licensing Board ' ❑Sdectrnen's Office ❑checkif imnrtedlate response is required ❑Health Department eontactperson: phone#; ❑SOT (��9ros Pia) „ • Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 101014 Expiration: 6/24/04 Type: Private Corporation CAPE COD HOME IMPROVEMENT ffoVer Mact-aughlin 25 1yanough Road Hyannis,MA 02601 Administrator • > ✓�ie 1�onirrcarcuretz�i o�✓�ctc`ivae�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number:.CS 010350 ' B%rthdate;:07/23/1941 Expires.:07/23/2005 Tr.no: 13205 Restricted: 00 ROBERT A MACLAUGHLIN. 25 HARVARD.STD S YARMOUTH, MA 02664 Administrator . J S 1 / Kitchen GARAGE' / I step�wn 12'-6"x 21 4"- \ Step down ! i � I E>osting flat ceiing I O � I o i �- - - - - - - - - - - - - - 1 \� 1 ,.._ VVP - - - - - - - - - - - - - - - - - - ! O o 00 Vaulted ceiling `� I Q ( I I 1 1 Unheated 3-Seasons Room 2�-2 3/4>,� Addition Floor Plan Home.Improvement Specialists Sandra & Hugi D'Ambrosia Page # 26 Iyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 GARAGE — - - — — — — — — — — — — — - - .2 ~� , ' y 121-2" /� 0r-8rr .a i c II— — — — — -- — — — — — — — __ I . I Existing slab room I ICI . I I I I IS I 2x8 PT joists @ 16" o.c. w. 3/4" - - — — — — — — — — —J L — — — — I CDX PT sub-floor S o 12"dia. concrete F, bo sona-tube piers to 48" below grade with 2-2x6 PT girt 5'-6 5/8" 5'-6 5/8" 6 3/4" 6 3/4" 12'-2 3/4" Floor Frame Layout Home improvement Specialists Sandra & Hugi D'Ambrosia Page # 2 25 lyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 Existing House Existing 9 Y Garage Be ound Additon End Elevation Home Improvement Specialists Sandra & Hugi D'Ambrosia Page # 3 25 lyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 fill I III Existing House IIIIIIII III fill IIIIIIIIII MILLI 1. 1 -1.1 LUL 111 ir Right Side Elevation Home Improvement Specialists Sandra & Hugi D'Ambrosia Page # 4 25 lyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 Jill IIIIIIII Hill III IIIIIIIIIIIIII Jill Existing Garage Left Side Elevation Home Improvement Specialists Sandra & Hugi D'Ambrosia Page # 5 25. Iyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 /"' 7 2'- 1 3/4"x 9 1/2" LVL Existing roof Versa-Lam beam & ceiling 2x10 KD rafters @ 16" o.c. w/ 112" CDX ply, asphalt roof shingles, 8" (R-30)fiberglass insulation . II 2x8 PT Joists @ 16' I I Addition Roof o.c.w/3/4"PT ply Remove 3/12 pitch sub-poor,41rz" 1 \ \existin (R-32.4)High R rigid I I g insulation w/PT ply 1 I exterior wall soffit below 1 II a 'I 2x4 PT I I sleepers I I 17'concrete sona-tube piers to 48" below grade w/2-M PT girt& dura rock skirt to grade. Exist slab ''Ol—Oil 8��olt Addition Cross Section Home Improvement Specialists Sandra & Hugi D'Ambrosia Page # 6 25 lyanough Road Hyannis, MA 02601 265 Old Oyster Road Date: 4/12/2004 508-775-2815 Cotuit, Ma. 02635 RESIDENTIAL BUILDING PERNIIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKS NEW LIVING SPACE �o square feet x$96/sq.foot x.0031= � 5 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 1 square feet x$64/sq.foot= (off x.0031= t25 plus from below(if applicable) GARAGES(attached&detached) .. r square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) , Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (.plus above if applicable) From:Joe Madera 508-862-6007 To:AI Date:419/2004 Time:7:16:58 AM Page 2 of 2 BC CALC®2003 DESIGN REPORT -US Friday,April 09,2004 07:14 y Double 1 3/4" X 9 1/2"VERSA-LAM®3100 SP File Name: C C Home Dambrosia.BCC:RB01 Job Name: Sandra&Hubert D'ambrosia Description:BEAM SUPPORTING ROOF Address: 265 Old Oyster Road Specifier: City,State,Zip:Cotuit,MA Designer: Joe Madera Customer: Cape Cod Home Improvement Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: �0 12 t Standard Load-W psf 115 psf Tributary 09.00-00 I ` - :---. w�-`- -.- '=--=a^ c ia- ss----_----_ _---__--::---_—-_---__- ...:. ... .. AL BO Bi 2266 Ibs LL 2266 Ibs LL 1190lbs DL 1190 Ibs DL Total Horizontal Length-12-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load UM.Area Left 00-OD-00 12-03-00 Live 30 psf 09-00-00 115% ' Member Type: Roof Beam Dead` 15 psi 09-00-00 90% NrimhPr of SWns- 1 1 attic_ Llnf.Area Left 00-00.00 12.01.00 Live 20 psi 05.00.00 100% Left Cantilever: No Dead 10 psf 05-00-00 90% Right Cantilever. No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 09-OD-00 Moment 10586 ft-Ibs. 66.0% 115% 3 1-Internal Neg.Moment 0 ft-Ibs Na End Shear 3010 Ibs 40.7% 115% 3 1-Left Total Load Defl. L257(0.572") 70.0% 3 1 Live Load: 30 psf Live Load Defl. L/392(0.375") 61.2% 3 1 Dead Load: 15 psf Max Defl. 0.572" 57.2% 3 1 Partition Load: 0 psi Duration: 115 Notes Disclosure Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-10. who would rely on the output as Minimum bearing length for B1 is 1-10. evidence of suitability for a Member Slope=0,consider drainage. particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable builcling codes. a2" d To obtain an Installation Guide or if b you have any questions,please call b=3" (800)232-0788 before beginning c= l3 d= " product installation. 12 BC CALC®,BC FRAMER®,BCIS, C BC RIM BOARD rm,BC OSB RIM. BOARD'"' BOISE GLULAMTM-, VERSA-LAM®,VERSA-RIM®, long I ■III■I I IW VERSA-STRAND^", VERSA-STUD®,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation: Page 1 of 1 - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V�I Parcel " U y Application# �. Health Division Date Issued is Conservation Division Applicatior(yee Planning Dept. Permit Fee j Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/Hyannis Project Street Address o:j s� Village ��- Owner Address s.., Telephone (Y5Q) I)-C33 Y Permit Request ,_� Square feet: 1 st floor: existing proposed 2nd floor' existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1 `` Construction Type Lot Size Grandfathered:-.❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ZTWoFamily ❑ 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 L�fr of,--Bedroom : existing _new Totalom�Count (nit including baths): existing new First Floor Room Count Heat iple and Fuel: has ❑ Oil ❑ Electric ❑Other Centrir: Yes o Fireplaces: Existing New. Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ ex g ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Aftachegarzge: ❑ 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 Telephone Number Mire McCarthy Construction Address PO Box 52 License # Nest Dennis, MA 026'70 Cell (508) 2RO-6964 Home Improvement Contractor# CSL-58633 HIC-169393 Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ylp, SIGNATURE DATE f FOR OFFICIAL USE ONLY APPLICATION# ;'.��;,'�'��.•_ . , � DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: r A FOUNDATION a. FRAME INSULATION J FIREPLACE tit ELECTRICAL: ROUGH FINAL t ° PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 1 "k ASSOCIATION PLAN NO. {4 ' f 4 LA 03tj OWNER AUTHORIZATION FORM 4 ( wn 's Name) ' owner of the property located at (Property Address) �o t' KAb D2 � 35 (Property Address) hereby authorize _ (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature Date • 4 1 Massachusetts -Department of Public Safety Board of Building Regulations and Stand ards Construction Supervisor License: CS-058633 MICHAEL J MCC [R PO BOX 52 M W DENNIS MA 4 67 � 1 Expiration Commissioner 04/10/2016 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 169393 Type: Individual Expiration: 6/16/2015 Tr# 238121 MICHAEL MCCARTHY M ICHAEL MCCARTHY — --- ------ - - ----- P.O. BOX 52 - ----------.—..-- - -------_ WEST DENNIS MA 02670 ------ - ------ - _—__ ' Update Address and return-card.Mark reason for change. Yp SCA t Co 20M-05/11 �•,r'/ ❑ Address ❑ Renewal J 'Employment E] Lost Card i The Commonwealth of Massachusetts, Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston,M4 02111 wimp mass gov/dia Workers' Compensation Insurance Affidavit: tnilders/Contractors/Electdei,,immlumbers Applicant Information Please Print Le 'bI ike McCarthy Construction Name(Business/Organization/tndividuai):_ PO Box 52 Address: West Dennis, MA 02670 City/State/Zip: CSIpht§Q,3 HIC-169393 Are y u an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 1 4. ❑ I am a general contractor and 1 6. []New construction employees(foil and/or part-time).* have hired the sub-contractors 2.[_1 I am a sole propridtor or partner- listed on the attached sheet,t 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity, workers'camp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.) officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL ME]Plumbing repairs or additions myself.[No workers'comp. a.152,§1(4),'and we have no 12.❑R f repairs insurance required.]t employees.[No workers 13. er comp.insurance requited.] *Any applicant that checks box#1 must also fill out the seetlon below showing their workers'compensation policy Information. t Homeowners who submit this affidavit indicating thcy are doing all work and then hire outside contractors must submit a new affidavit indicating such. IContmetm that check this box must attached an additional sheet showing the name of the sub-conhactors and their workers'comp.policy Ir6nnation. I am an employer that Is providing workerl'compensation insurance for my employees Below is thepoM-y and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: VWL 1res-�d t 7G -fir HA EViration Date: Job Site Address: (i<— 0,& City/Statelzip: Attach a copy of the workers'compensation po cy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition ofcriminal penalties of a ' fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ! I do hereby ceriTfy tt d e pa a enatties ofperlury that the information provided above is true and correct. s � Si lure: Date: y '�YJ, Phone P Qjflcial use only. Do not write in ihls area,to be completed by city or town officlaL } City or Town; Permit/Lieense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#; ,,ACORU> CERTIFICATE OF LIABILITY INSURANCE °"�`M0' o7/1a20142o1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 01962-001 NQg€/1CT Bryden&Sullivan Ins Agcy of Dennis Inc REV.Ext: (508)398-6060 W No•: (508)394-2267 PO Box 1497 �"S{ ssc So Dennis,MA 02660 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: A.I.M.Mutual Insurance Company 26158 INSURED INSURER B: -------_- - ---_ Michael McCarthy Construction Inc --- IN U E P 0 Box 52 INSURER D: West Dennis,MA 02670INSURER F — INSURER E I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO"P ITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 'Al-licil 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�1s TYPE OF INSURANCE 1 yP � POLICY NUMBER AM ANS LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ P MISES Me occurrence) _ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ LG N'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG $ __- OLICY F UECT — OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident �I ANY AUTO _ BODILY INJURY(Per person) $ ALL OWNED I— SCHEDULED _AUTOS i AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS I AUTOSWNED PROaEERde DAMAGE $ $ ---- UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ yypRKDEEDDg �M RETENTION $ yy�g7 TH $ AND 9FIXA LIABILITY X TVA LAPS OER AN yPR To R�pqR7NER�XECUTIVE YIN N E.L.EACH ACCIDENT $ 500,000.00 A oFFICE�BEREXCLUDED? NIA VWC-100-6017656-2014A 7/17/2014 7/17/2015 I(rMYaflnddatory�(In�NunHd) - E.L.DISEASE-EA EMPLOYEE $ 500,000.00 UTCR�R9ON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,0130.G0 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,K more space is required) Workers Compensation Coverage applies to MA employees only. CERTIFICATE HOLDER CANCELLATION Thielsch Engineering 195 Francis Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cranston,RI 02910 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �'A ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r^ s ` Town of Barnstable FSHE Tp�� Regulatory Services Thomas F.Geiler,Director snxxsreBr.e, • 9 . . Building Division 059. MA1 A, Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 G PERMIT# I FEE: $ . UU 0-©3 SHED REGISTRATION 120 square feet or less Location of shed(address) Village. Telephone number Property owner's name v Size of Shed Map/Parcel# s F Si afore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN E A�RE�WJ ROCESS AND APSDICTION OF PLICATION ATION OF THEEEo� COMMISSIONS,THERE MAY PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg , REV:121901 /€N,tf.EA,Fitt 24 T4��y��/_.��.�j {tF. .`r hN EM -434 APPLICANT. �A.� � �3'��A �SSC3RS.� tom, ��A�' �82' 26 aOYSTER ROA : �JUR T1 to f _ 4 t. t � h ,. �T _ C :- OL ,` OYSTER A E, E7RT FCTa:f)UNN G&KHMA E"L L.Pl.,CA ..c BAN.&nUSTOOMPANY, N.A..,ANDITS TITLE. NSLMAN A # s` ` `, ARE N4 VWLE_.� [�� RQA :Ol�.EASENiE EYCEFT Ac SHOW AND'THAT T =P I-WAS- PARED,UNMR f E SEPERYISI4N: . `II�T C1A�IP iAN£ .1 € 'FEE 4C '-AP PLICABLEs QNI`NG • 1 1 , .1'11 / Nr ./♦1 U .lt . I ♦ I 1: /1 i � i I� % III U��!� � _� �" ." `'.._.. a. r. , . / I .1 • •. - '. .G1 '�r s•.�I I®. � ,. ._ice►.�"'�, � . ' �' ji��I. (� th , / 1 ..1 ♦ �i�a -cl� �a�- I `[ r ate\ •.•lil �I V 1�. .1 �•' 111 ". .111 L I I1 flll,- THE l Town of Barnstab le *Permit# �� of t,,,, Expires 6 months from issue date 1ARNSTABLE, Regulatory Services Fee as, 00 MASS q39. i639. � Thomas F.Geiler,Director j �0 Building Division •P Peter F.DiMatteo, Building Commissioner AI% 367 Main Street, Hyannis,MA 02601w Office: 508-862-4038 70W)V 82002 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION FB�RNST �� Not Valid without Red X-Press Imprint Ag�� Map/parcel Number 021 0 9 2— Property Address v�66 91,J) 1042 E,49 21"Residential OR ❑Commercial Value of Work Owner's Name&Address 1N 6?-4 1414440 9"6- Contractor's Name �ilC Telephone Number t329OP Home Improvement Contractor License#(if applicable) /O�500 Construction Supervisor's License#(if applicable) &(orkman's Compensation Insurance Check one: ❑ I am a sole proprietor Vam the Homeowner have Worker's Compensation Insurance Insurance Company Name ?ice C N J Workman's Comp.Policy# Permit Request(check box) ❑ Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) O Other(specify) jAI ST 1911VM /1 M *Where required: Issuance of this t does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg:rev-070601 Assessor's map and lot number ..... ........ ............: ? '*SEPTIC SYSTEM MUST BE 0FTHEZ ;NSTALLED IN COMPLIANCE TO Sewage Permit number v WITH I TITLE 5 ' House number ..... �................. .......:. . . ENVIRONMENTAL�, r 900 6ABLE,0 39. TOWN �'0 MAY , TOWN' OF BARNSTABLE r BUILDING INSPECTOR ' APPLICATION FOR PERMIT TO ..:...Build a single„family, dwelling.... ........... ...... ..7- TYPE .............. r� OF CONSTRUCTION .............. ood Frame......... ................................................................ ........ ..........January...$.1................19..85 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............. .............................................................................................. ProposedUse ...Single Family...Dwellinp......................................................................................................................... ZoningDistrict ......... . ..F...................................................Fire District .............................................................................. Name of Owtier ...Doris Rich ..............Address .1806„iela....„5. eet,.,,New ng,><,Q ,,, �„Q.(,� ......................................... Name of Builder ..C.R....Short.,..Inc,...............................Address Nameof Architect ..................................................................Address .................................................................................... Number of Rooms 6..............................................Foundation ....Poured' Concrete .................... ............................................................... Exterior White Cedar Shingles Roofing GAF AsQhalt .... .. g ............ Oak.,, Vin 1 Particle Board....................Interior Blueboard.,._Plaster.... Floors ...... . .....y..�........................... Heating ....F .bY...Oil.......................................................Plumbing .......Yes........... z.....R&.T-A#.............................. Fireplace .....1.................................. ...............................Approximate. Cost .....573,,500,,00......................................... .. ..... . e Definitive Plan Approved by Planning Board ----Fel2ruar_y___2$_,__197_3-_- . Area ...(. .. . ..... Diagram of Lot and Building with Dimensions Fee .. ..j.�_ .f.... .... ............... SUBJECT TO APPROVAL OF BOARD OF HEALTH f 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. / • Name ... .. ...... . ......................... Construction Supervisor's License ................. ........d `.. Z" M;.,-R: CH, DORIS A=21-82 a - No ... Permit for ..2...5.t9.ry...S.ing.le family dwelling.................................. ............................... LocationL9t... 4.3......2.6.5...Old...Q.y.a ter...... :�zr .:........................................... \ Owner .....................D.Or.i s...Ri Rich................... Type of Construction ...........f.rame................... - - ............................................................................... r Plot ............................ Lot ................................ Permit Granted .................AP.r Q..19 85 Date of Inspection.3.,� g Date Completed :a© ". .....19 Z in Assessor's map and lot number ..... ,✓ ..... ........ r QyO�THE tp�1 Sewage Permit number ........ ................':.....:.....•..'.' BA"STABLE, i House number ......r.. ..^ .."'. .. `.........................:............ ro Mae& .... O 1639 } 9� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ......Build„a single„family„dwelling TYPE OF CONSTRUCTION ..............VTood Frame....... .................................................................... ...... .......... .................19..85. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............dog..41.0id...Qy�gg..Xoad,...Coteu�t .f..' ....................................................... ................... Proposed Use ....Ssingle Family„Dwelling ZoningDistrict. ....... a..y�r"'...................................................Fire District .............................................................................. Name of Owner ....Doris Rich 1S0b Main Street Newinat;on, ! A6�U. .....................................................Address ...................................... ............. .......,................. Name of Builder ..C.R....Shox...r Inc................................Address P e0,„Box 7S7 n Ea „Oet�lai�s,,,,MA...0- Name Nameof Architect ..................................................................Address .................................................................................... Number of Rooms 6 '........................Foundation ...Poured Concrete .......................:. i Exierior .......W..h...i..t..e....C...e..d.a..r.....S.hin.gles........7.......................Roofng ..........GAF.A .hal..t..................................................... ...... . .... Floors flak, Vinyl, Particle Board .Interior $Iueboard,. Plaster.............. ..................................................................................... ............................... Heating F!4,k by C3i1 ...............Plumbing ........ P-.s........................................... Fireplace ..... ........................ ........................................Approximate Cost 57�, 500.00 Definitive Plan Approved by Planning Board ___February__28.__19 73 , Area .......................................... Diagram of Lot and Building with Dimensions Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 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. Name .......... ..7........2..r"-j.... ............................. r Construction Supervisor's License ` I-r'.. RICH, DORIS A=21-82 No ...2.7..7.3.8. Permit for .2... family dwelling ................. Location •,Lot #4 3 2.6. ...Old...O.ystar .....�?oad....CQ.dux.t......................................... Owner .AQX;Ls...Rich...................................... Type of Construction frame ............... ........................... ............................................................................... Plot ............................ Lot ................................ Permit Granted Aj,?ril 10.........19 85 Date of Inspection ....................................19 Date Completed _r � TOWN OF BARNSTABLE � Permit No- ------------------27738--------------- . i Building InspectorUMITAn cash -- ''ton+ OCCUPANCY PERMIT Bona __,_____X Issued to Doris Rich Address lot #43 265 Old Oyster Road, Cotuit :r Wiring Inspector Inspection date Plumbing Inspector / Inspection date 0a Gas Inspector /�,I � f Inspection date ✓Engineering Department ` � � - Inspection date 13 Board of Health , Inspection date THIS PERMIT WILL NOT BE VALID`'XND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0-OF THE MASSACHUSETTS STATE BUILDING CODE. ...........l�r 19. F.. . �1...iG/��!�„/_ ...._ ........ ... ._ B/ujlding Inspector �Qo °•.e TOWN OF BARNSTABLE e BUILDING DEPARTMENT = SAUSTAUTOWN OFFICE BUILDING YYL HYANNIS, MASS. 02601 Ifs MEMO TO: Town Clerk FROM Building" Department DATE: An Occupancy` Permit has been issued- for the building authorized by BuildingPermit $�.. <------ ------ ................................................................... .... issued .to 5:..1.-- / .: ......... ........ . I Please release the performance bond r � t•. r f v U LOT !o-7 PLOT PLAIN T FO T7p^J FEET' t ETA &,OT�`T7 MA , A , bvE �oru Aol�v r J,v Jam/ r A/ M LJ M B UJL D/tiJ� SE Tl3l-lC.� -r- ef a C , z f: • of tR, SH om! `1 , .�t. 3{ ,IC� .TX'► . ,A ti-3 Y f, ENGINEER No. 13660 4A.- - 385-82 DENNIS MASS. r r ° INC. CoRmSHORTBox 757, East Dennis, Massachusetts 02641 (617) 385-2831 January 14, 1985 Mr. Joseph Daluz Barnstable Building Inspector Barnstable Town Hall Barnstable, ILIA 02630 Dear Mr. Daluz, This is to acknowledge that Lot #43, as per Plan Book 271, Page 56 owned by Doris Rich, is not held in contiguous ownership with any abutting lot. Sincerely, Stehphen A. Haas for C.R. Short, Inc. ENGINEERING•SURVEYING•DESIGNING• BUILDING 13 -�. NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 12'-6" T-3" 6'-7' - - &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A B DETAILS,&FINISHES IN THE FIELD WITH OWNER A3 A3 3.) ROUGH OPENING,HEAD HEIGHT OF WINDOWS AT HARVEY HARVEY FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 21052 21052 1 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 CLOS. HARVEY 5.) 110 MPH EXPOSURE B WIND ZONE — 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I 24"x 303 OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING Ic I'10- I 1a-s 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD I ATTIC I I o _ LACCE 26"x6'6" 8.) ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED RELOCATED 4 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF 2'6"x6'&"HARVEY BEDROOM ALL SIMPSON COMPONENTS � - TWT2 TRANSOM NEW - - - 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 42.xso' BATH TO BE 3000 PSI ROLL IN VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION -moo EXIS .O 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE - O 2.0"x6'8"1 NEW BATH 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED L�DRY. 14JTHIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B", 2's"x6's" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 11 io (( J ;; O O LI". MASSACHUSETTS WIND SPEED MAPS' CAB. zro xs's;! _= LIIV. 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING --_-- — VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION " 2446 2446RVEY (FORMER BEDROOM) --_ 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY A B EXPAND. s-1o" EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION A3 A3 HALL i DN. INSTALLER/CONTRACTOR. 6'-6" 10'-6" - 3 STUDS UNDER .NEW 2-2 x 10 hIDR. - 24 0 4 END OFHDR. 5 o" IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - - - - - TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) - -' FENESTRATION I SKYLIGHT CEILING WOOD FRAMEDWALLFLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.32 0.60 1 49 1 20 - 30 15/19 10(2 FT.DEEP) 10113 . EXIST. NOTES: - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. LIVING r, 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING OWTHE INTERIOR OR EXTERIOR ' \ UP OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL - - 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ' E. : TORS REVIEWED FIRST FLOOR PLAN- a 0), (�O�JNLEGEND: NG DEPT. DATE EXISTING WALLSENT DATE CONSTRUCTION TO BE.REMOVED ' REQUIRED fOR PERMITTING NEW CONSTRUCTION 0 SMOKE DETECTOR ©CARBON MONOXIDE DETECTOR THE SHALL BEIF ERRORSIGNER OROMSO SNSARE FIOUNDFIED ONY SCALE : DRAWING NO. : { Q COTLIIT BAY DESIGN, LLc NEW ADD ITION/REMODELINGr FOR: CTHESE DINGS PRIOR TO START OF ONSTRUCTION.THE BUILDING CONTRACTOR I. 1 „ FOR THE 43 BREWSTER ROAD I NI THESE DRAWILL BE INIGSBLE IFCONSTRUCTIONNT 1/4 COMMENCES WITHOUT NOTIFYING THE f MASHPEE MA. 02649 BOYNTON RESIDENCE THESE DRAWINGS ERRORS OR OMISSIONS. DATE : THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED,ANY OTHER USE OF _ PH. (508) 274-1166 THESE DRAWINGS REQUIRES THE WRITTEN FAX(508) 539-9402 265 OLD OYSTER ROAD C U �/AAA CONSENT AOF THE RCHITECTURAL COPYRIGHT 9/19/2016 AT OT y I T ACT OFE99T0URAL COPYRIGHT PROTECTION 12 TYP.RIDGEVENT 3 �y - NEW RAKE BOARDS TO y MATCH EXISTING NEW ASPHALT ROOF SHINGLES / 12 TO MATCH EXISTING-- - 12 �12 NEW FASCIA,FRIEZE,8 SOFFIT 9 - BOARDS TO MATCH EXISTING TOP OF PLATE. OP9F�TE ' N ® NEW CORNERBOARDS TO MATCH EXISTING y NEW W.0 SHINGLE SIDING MATCH EXISTING FIRST FLOOR FIRST FLOOR SUBFLOOR SUBFLOOR - FRONT ELEVATION - LEFT SIDE ELEVATION J NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 'ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) - 2-8tl 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d - 24"D.C. 16d HEADER TO HEADER(FACE NAILED) 16d � 16d 16"o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8tl 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END ' - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE.(TOE NAILEDO 2-16 d - 3-16d PER FOOT _ ROOF SHEATHING: TOpS)EP WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d 10d 4"EDGE/4"FIELD ® ® ® GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6 EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d tOd 6"EDGE/6"FIELD z W/STRUCTURAL OUTLOOKERS N GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8tl 10d 4"EDGE/4'FIELD x w CEILING SHEATHING " � GYPSUM WALLBOARD Sd COOLERS _ — T EDGEIIO'FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) FIRST FLOOR STUDS SPACED UP TO 24"D.C. 8d 10d 3"EDGE/12"FIELD - SUBFLOO_R 1/2"8 25/32"FIBERBOARD PANELS 8d — 3'EDGE/6"FIELD - 1/2"GYPSUM WALLBOARD 5d COOLERS — 7".EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) NEW WINDOW&DOOR 1"OR LESS THICKNESS 8d 10d 6"EDGE/12'FIELD REAR ELEVATION TRIM TO MATCH EXISTING GREATER THAN 1"THICKNESS 10tl 16d 6'EDGE/6'FIELD f 1 ER SE _ COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: , CONSTRIGNION,THLUILDIN CONTRACTOR SCALE . IED IF MY ERRORS OR OMISSIONS ARE FOUND ON SC DRAWING`NO, : THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION, CONTRATOR 1/4" — 1'-O"WILL BE RESPONSIBLE FOR THE CONTENT IN S IF MASHPEE MA. 02649 BOYNTON RESIDENCE DESIGNER OF ANY ERRORS OR Q �1 COMMENCES WITHOUT NOTIFYING THE PH. (508)274-1 166 OF THE OWNER NOTED.AS OTHERELY FO SEE DATE . �� FAX (508) 539-9402 THESE DRAWINGS REQUIRARE ES USE 265 OLD OYSTER ROAD COTU IT, MA OF THE CTIJR NOTED.COPYRIGHT R T USE OF THESE DRAWINGS REQUIRES THE WRITTEN 9/19/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. I� L ROOF TRUSSES @24"o.c.PER MANUFACTURER'S TYP. ROOF.CONST. SPECIFICATIONS.&PLAN.USE ALL SPECIFIED -2 x 6 ROOF TRUSSES @ 24"D.C. BRACING&INSTALLATION REQUIREMENTS TO -5/8"COX PLYWOOD ROOF SHEATHING AVOID ANY FAILURES -ASPHALT ROOF SHINGLES 24'-6" -15LB.FELT PAPER. -11"BATT INSULATION SOLID BLOCKING IN THE ' 4•-0" @ FLAT CEILINGS(R=49) OUTSIDE TWO JOIST BAYS - TYP.WALL CONST. _ AT 48"D.C. A B - 1.2 x 6 STUDS @ 24"D.c. 1O HURRICANE CLIPS ALL RAFTER ENDS . A3 A3 2.1/2"PLYWOOD SHEATHING ICE/WATER SHIELD AT BOTTOM f) - 0"OF ROOF BASEMENT - 3.6"(R=20)BATT INSULATION -PROP-A ENT BETWEEN RAFTERS WINDOW 4.1/2"GYPSUM BOARD -WIND WASH BARRIERS ___ ______________ 5.W.C.SHINGLE SIDING 6.TYPAR VAPOR BARRIER 12EM -ALUMINUM DRIP EDGE I PKT. I' 12' " 12'-3" TOP OF PLATE BASEMENT I m I I o 1/2'GYP.BOARD WINDOW I I ` ON 1 x 3 STRAPPING I 2-2 x 10's TYPICAL 3 1/2"DIA. z @ 16"D.C. - STEEL LALLY COLUMN I N TYPICAL30'x30"x12" I i W NEW NEW FORS OWERC I CONCRETE FOOTING I U - BATH W.I.C. o ABOVE 3 3/4"T&G PLYWOOD 1 w L J I NEW Z - ST FLOOR SUBFLOOR-GLUED 8 NAILED FIR SUBFLOOR P.T.2 x 8 SILL NEW 2 x 10's @ 16"D.C. WI SEALER I I K W fi MIL PO LL Y BATT INSULATION(R30) N E W OI UNDERNEATH I , CRAWLSPACE B"CONC.FOUNDATION I -- W/8"x 18"CONC.FTG. L 2"CONC.SLAB TO 47 BELOW GRADE W/6 MIL POLY I UNDERNEATH 1; BEAM (1)#4 HORIZONTAL BAR PK - SAWCUT 3'0"OPENING WALL BOTTOM W/2 KEY OF L—— —— ——— ——— —————— — IN EXIST.FOUNDATION FOR ACCESS INTO NEW ----- ————————————— — BASEMENT NEW 3 1/2"DIA.LALLY COLUMN rA1 S E CT I O N @BEDROOM 8"CONC.FOUNDATION _. W/30"X 30"X 12"CONCRETE - W/8"x 18"CONC,FTG. DRILL&PIN NEW FOUNDATION - 11-2' FOOTING UNDER END OF NEW TO 4'0"BELOW GRADE TO EXIST.FOUNDATION WALL HEADER ABOVE (1)#4 HORIZONTAL BAR AT TOP&BOTTOM OF /� - TOP&BOTTOM B WALL W/2 x 4 KEY A3 A3 _ EXIST.GIRT " ——— AT GIRT 24'-0" _ L I J SPLICEuy — t FOUNDATION PLAN N -- 0o -- 15" INSTALL 518"SIMPSON TITEN HD ANCHOR BOLTS AT �/ 12 _ BEARING PLATES PLACE BOLTS WITH NSON 6%15"OFBPS /8-3 EACH CORNER AND EXIST. 9 '� 6" 9" TOA8"MINIMUMDEPTH.BOLTLENGTHIS10 BASEMENT UP Ef El TOP OF PLATE - rn L2.- x. RELOCATED o BEDROOM Iv— FIRST FLOOR - SUBFLOOR NEW 2 x 10's @ 16"O.C. NEW CRAWLSPACE Z P.T.2 x 6 SILL W/SEALER E A SECTION 0 BEDROOM ANCHOR BOLT DETAIL As THE DESIGNER SHALL BE NOTIFIED IF ANY ON SCALE : DRAWING NO. ' COTUIT BAY DESIGN, LLc NEW ADDITION/REMODELING FOR: TERRORS OR OMISSIONS ARE HESE DRAWINGS PRIOR TO START DOF 43 BREWSTER ROAD WLLBERESPo SIBLEFORIT ECON ENTTOR 1/4" IN THESE DRAWINGS IF CONSTRUCTION COM NCES MASHPEE MA. c0c2649 BOYNTON RESIDENCE THESERAWIN SA RE SOLELY FOR TH �� PH. (508 274-1166 OFNG THE THE OWNER NOTED AS OTHERSIONS DATE : THESE DRAWINGS ARE SOLELY FOR THE USE FAX (so ) 539-9402 265 OLD OYSTER ROAD COTU IT, MA ACC THE OWNER COPYRIGHT PROTE SEOF THESE DRAWINGS REQUIRES THE WRITTEN 9/19/2016 T OF CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION I \ iC ` 24'-6" A B SOLID 2 x 8 BLOCKING IN THE OUTSIDE $ A3 _ TWO TRUSS&CEILING JOIST BAYS ROOF TRUSSES @ 24"D.C.PER MANUFACTURER'S @ 48"o.c.,ALLOW SPACE FOR AIR SPECIFICATIONS.&PLAN.USE.ALL SPECIFIED FLOW ON THE UNDERSIDE OF ROOF BRACING&INSTALLATION REQUIREMENTS TO SHEATHING AVOID ANY FAILURES L. I q � 1 0 A3 A3 ' 24,_0" ROOF FRAMING PLAN NOTES: 1.) 2 x 6 ROOF TRUSSES @ 24"Q.C. 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS TYPICAL ASPHALT - ROOF SHINGLES 5/8"CDX PLYWOOD SHEATHING - 2 x 6 TRUSSES 15#FELT PAPER - SIMPSONH 2.5A HURRICANE CLIPSWIND - BARRIERSH \ \� r 3'0"WIDEICE/VJATER SHIELD - C ALUMINUM DRIP EDGE FASCIA,FRIEZE,&SOFFIT BOARDS TO MATCH EXISTING 1 x 3 STRAPPING W/ " 1/2'GYPSUM BOARD I ' TYP.2 x 6 WALLS I 1 DETAIL AT WALL SCALE:1/2"=T-0" TH ERRORSIOR OMISSIONS ARE GNER SHALL BE FIOUND FIED'FON V SCALE : DRAWING NO. r COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION. BUILDING BE RESPONSIBLE FORE T CONTENTTOR WILL 1/411 — 11-011 IN THESE DRAWINGS IF CONSTRUCTION MAS H PoE E MA. 02649 B OY N TO N RESIDENCE COMMENCES MY ERRORSOUT OR OMISNG SIONS, E PH. (50O 274-1166 _ DESIGNER OF MY ERRORS OR OMISSIONS. DATE : THESE DRAWINGS ARE SOLELY FOR THE USE FAX (50�) 539-9402 THESE THE DRAWINGWNER RED ANV OTHER USE N 265 OLD OYSTER ROAD COTUIT, MA ACTOFDRADWINGSREOUIRESTHETECTION g/19/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION A4 NOTES: 24'-a" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 3'-3" 9'-7" �� &DIMENSIONS IN THE FIELD (/ 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, q g DETAILS,&FINISHES IN THE FIELD WITH OWNER A3 A3 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT t I HARVEY HARVEY FIRST FLOOR TO BE 6-10"ABOVE SUBFLOOR zlosz 21052 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 r-———— —— 5.) 110 MPH EXPOSURE B WIND ZONE CLOS. z 4R6VEY 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I z4x30 OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING g 110'-O.. I 14'_6,. 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD ATTIC I I 4 LCCE� 2•6"x s'a" 8.) ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED RELOCATED 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF z's•'xs'a• BEDROOM C ALL SIMPSON COMPONENTS HARVEY TRANSOM NEW A4 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 42"x,a0• BATH TO BE 3000 PSI ROLL�IN \SHWR.\ O 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION E_�J D II O �� EXIS 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 2.0•xs•6•; BATH 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED O 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF o LIN. O QS O MASSACHUSETTS WIND SPEED MAPS CAB. zo xsa1! LIN. 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING © E- VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS HARVEY HARVEY (FORMER BE ) L=__- W/OWNERS PRIOR TO START OF CONSTRUCTION 2446 2446 EXPAN 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY A B EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION A3 A3 HALL ON. INSTALLER/CONTRACTOR. / 6'6" 10161' 7'-0" 3 STUDS UNDER NEW 2-1 3/4"x 9 1/4"LVL HEADER 3 STUDS UNDER _ END OF HDR. END OF HDR. 24'-0• 4•-3" s o 4'-9- IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) EXIST. FENESTRATION SI(YLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WAL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE LIVING0.32 OW 69 20 30 15119 10(2FT.DEEP) 10113 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR UP OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS C. A4 FIRST FLOOR PLAN BUILDiNG DEFT LEGEND: 0 EXISTING WALLS JAB 11 2a17 r- CONSTRUCTION TO BE REMOVED TOKIN OF SA " S MM NEW CONSTRUCTION .� i�ci�E 0 SMOKE DETECTOR M Q CARBON MONOXIDE DETECTOR THE 1r ERRORSIGNER OROMISALL BE ONSARE OUNDOFIED NY SCALE : DRAWING NO. : *` COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ECONSTR RRORS CTION. HEBUILREFOUNNTR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILL BERESPONSBLE FOR IT ECONTENTTOR 1/4" — 1'-0" 1 BOYNTON RESIDENCE DESIGNIN ER OFAN E RORSORF C UCTION OMISSIONS. MASHPEE MA. 02649 THESENCES RAWIN SARESHOUT OTIFYING THE ELYFORTH Al 2 THESE DRAWINGS ARE SOLELY FOR THE USE 7 DESIGNER OF ANY ERRORS OR PH. (508)) 274-1166 THESE SE DRAWING RE061RES THERUSEOF DATE FAX (50$) 539-9402 265 OLD OYSTER ROAD COTUIT, MA THESITECTUNGSREORIRESTHETECTION 12/14/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION I ACT OF 1990. Y ROOF TRUSSES @ 24"ox,PER MANUFACTURER'S TYP. ROOF CONST. SPECIFICATIONS.8 PLAN.USE ALL SPECIFIED -2 x 6 ROOF TRUSSES @ 24"o.c. BRACING 8 INSTALLATION REQUIREMENTS TO -5/8"CDX PLYWOOD ROOF SHEATHING ( - AVOID ANY FAILURES -ASPHALT ROOF SHINGLES 24'-6" -15LB.FELT PAPER -11"BATT INSULATION fJ SOLID BLOCKING IN THE - 4'-0" TYP.WALL CONST. @ FLAT CEILINGS(R=49) OUTSIDE TWO JOIST BAYS -SIMPSON H 2.5A HURRICANE CLIPS AT 48"o.c. 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W/SEALER BATT INSULATION(R30) it - W 60MILPOLYB NEW of - UNDERNEATH I 8"CONC.FOUNDATION CRAWLSPACE W/8"x 18"CONIC.FTG. 2"CONC.SLAB I _ TO 4'0"BELOW GRADE W/6 MIL POLY BEAM (1)#4 HORIZONTAL BAR UNDERNEATH pK SAWCUT 3'0"OPENING AT TOP 8 BOTTOM OF IN EXIST.FOUNDATION FOR WALL W/2 x 4 KEY - ACCESS INTO NEW --_ —— -----_ BASEMENT -- NEW31/2"DIA.LALLYCOLUMN SECTION @ BEDROOM A3 8'CONC.FOUNDATION W/30"X 30'X 12"CONCRETE 13'-1" FOOTING UNDER END OF NEW WI B"x 18"CONC.FTG. DRILL 8 PIN NEW FOUNDATION TO 4'0"BELOW GRADE TO EXIST.FOUNDATION WALL HEADER ABOVE (1)#4 HORIZONTAL BAR TOP&BOTTOM AT TOP 8 BOTTOM OF A B F WALL W/2 x 4 KEY EXIST.GIRT --e-- - -{—®- Imo--—�-- 24'-0" L J FOUNDATION PLAN 5.-4.. T._g. 4._9. y EXIST. BASEMENT 15" INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT Of 0 12 54"o.c.MAX.W/SIMPSON BPS 5/8-3 BEARING PLATES o g PLACE BOLTS WITHIN 6"-15"OF EACH CORNER AND 2 6 9 TO A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". LL Ud UP b O TOP OF PLATE ih O ❑ z Z H N RELOCATED El c BEDROOM A4 FIRST FLOOR SUBFLOOR NEW 2 x 10's @ 16"o.c. NEW CRAWLSPACE I I z P.T.2 x 6 SILL W/SEALER oC SECTION @ BEDROOM ANCHOR BOLT DETAIL A3 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS ORA OMISSIONS ARE FOUND ON SCALE DRAWING NO. COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESEDRAWIN.THE BUILDING STARTCONTRACTOR CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" 43 BREWSTER ROAD WILLESE DRAWINGS I FOR THEUCTIO CONTENT C THESE DRAWINGS IF CONSTRUCTION CES 4 . HE OOFTHEOWNERNOTED.MY OTHER OMISSIONS. THE ENUSE DATE MASHPEE ,MA. 02649 BOYNTON RESIDENCE THESE RAWWITHOUT SOELYI FOR TH PH. (508) 274-1166 THESE THE RAWNGOTEDANVOTHERUSEOF FAX (508) 539-9402 265 OLD OYSTER ROAD COTUIT, MA THCHITECURALCOEOUIRESTHETECTION 12/14 A 3 /2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 24'-6" A B y SOLID 2 x 8 BLOCKING IN THE OUTSIDE A3 A3 ;1 ROOF TRUSSES SPECIFICATIONS. .24"D.C.PER MANUFACTURER'S TWO TRUSS&CEILING JOIST BAYS USE ALL SPECIFIED ' @ 48"o.c.,ALLOW SPACE FOR AIR BRACING&INSTALLATION REQUIREMENTS TO FLOW ON THE UNDERSIDE OF ROOF AVOID ANY FAILURES SHEATHING ` I l _ F17F J 12 12 P7� 12 5.5 2 x 10 CEILING JOISTS @ 16-D.C. TOP OF PLATE BEDROOM A B A3 A3 SECOND FLOOR SUBFLOOR 24'-0' EXISTING 2 x 10's @ 16"o.c. TOP OF PLATE NEW 2-1 3/4"x 9 1/4"LVL BEAM 11 ROOF FRAMING PLAN EXPANDED LIVING NOTES: ROOM 1.) 2 x 6 ROOF TRUSSES @ 24"Q.C. 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS FIRST FLOOR 3.)VERIFY GUTTER TYPE/LAYOUT _ SUBFLOOR W/OWNERS EXISTING 2 x 10's @ 16"D.C. m FULL - TYPICALGo ROOF SHIINGLEST BASEMENT 5/8"CDX PLYWOOD SHEATHING 2 x 6 TRUSSES 15#FELT PAPER s SIMPSON H 2.5A HURRICANE CLIPS I TOP OF SLAB WIND WASH BARRIER �� TO"WIDE ICE/WATER SHIELD I 1 I ALUMINUM DRIP EDGE i' L— FASCIA,FRIEZE,&SOFFIT r1BUILDING SECTION @ LIVINGMINING BOARDS TO MATCH EXISTING C 1 x 3 STRAPPING W/ /44 1/2'GYPSUM BOARD I TYP.2 x 6 WALLS DETAIL AT WALL SCALE: 1/2"=1'-O" j THE DESIGNER SHALL BE NOTIFIED IF ANV R - TERRORSHESE DRAWINGS AWING PRIOR OSTARDON SCALE DRAWING NO. COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESEDRAWIN.THE BUILDING RTO START 43 BREWSTER ROAD CONSTRUCTIONSIBLEFORTHCONTRAGTOR 1/4" w. WILL BE RESPONSIBLE FOR THE CONTENT DESIGNER OF ANV ERRORS OR OMISIN THESE DRAWINGS IF SON ION MASHPEE MA. 02649 COMMENCES WITHOUT SOLEYI FOR HE TH �� PH. (508 274-1166 BOYNTON RESIDENCE DATE : y�j`(1 THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50V> 539-9402 CONSOF ENT OWNER TOFTHE DESIGNER OTHER USE OF 265 OLD OYSTER ROAD COTUIT, MA THESE IMECTUNGSREOUIRESTHEWRITION 12/19/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.