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0190 WEST WIND CIRCLE
A : Im Town of Barnstable Building s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept KAS& Posted Until Final Inspection Has Been Made.1639 Permit 1 �t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. r Permit No. B-19-2591 Applicant Name: Capewide Construction Approvals Date Issued: 08/23/2019 Current Use: Structure Permit Type: Building-Deck Expiration Date: 02/23/2020 Foundation: ow qAlklo Location: 190 WEST WIND CIRCLE,OSTERVILLE Map/Lot: 121-011-018 Zoning District: RC Sheathing: Owner on Record: PAPAS,THEODORE A TR I Contractor Name:\CA PEWIDE CONSTRUCTION INC. Framing: 1 Address: C/O KATHY VANKUILENBURG Contractor License: 131507 2 NORTH BILLERICA, MA 01862 Est. Proj d Cost: $8,000.00 Chimney: Description: build 10x12 deck at front entry Permit Fee: $ 110.00 Insulation: Fee Paid:l $ 110.00 Project Review Req: Final: Dater 8/23/2019 0y Plumbing/Gas �-. Rough Plumbing: Iw---- \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. j Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building t Post This Card:So That it is Visible.From the Street-Approved Plans Must be Retained.on Job and this Card Must be Kept' e ,Q Posted Until Final Inspection Has Been Made. Permit 1639 Q�' 1 A. Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3904 Applicant Name: Capewide Construction Approvals Date Issued: 12/20/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 06/20/2019 Foundation: Location: 190 WEST WIND CIRCLE,OSTERVILLE Map/Lot: 121-011-018 Zoning District: RC Sheathing: Owner on Record: PAPAS,THEODORE A TR Contractor Name: - CAPEWIDE CONSTRUCTION INC. Framing: 1 Z Address: C/O KATHY VANKUILENBURG Contractor License: 131507 2 NORTH BILLERICA, MA 01862 I Est. Project Cost: $50,000.00 Chimney: Description: add front dormer, basement modifications and convert garage to Permit Fee: $305.00 ��`? 19 i Insulation: living space Fee Paid: S 305.00 9 Project Review Req: THREE BEDROOMS SINGLE FAMILY DWELLING. NO LOCKING Date:�� 12/20/2018 Final: 1/3t' DOOR BETWEEN LOWER LEVEL AND FIRST FLOOR. l Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: i This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si'z months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Electrical This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided- this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:'-' 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: 6 .� Town of Barnstable Building r Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept M"sa Posted Until Final Inspection Has Been Made. Permit i63¢ttb� � Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-1800 Applicant Name: CAPEWIDE CONSTRUCTION INC. Approvals Date issued: 07/02/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 01/02/2019 Foundation: Residential Map/Lot: 121-011-018 Zoning District: RC Sheathing: Location: 190 WEST WIND CIRCLE,OSTERVILLE Contractor Name: CAPEWIDE CONSTRUCTION INC. Framing: 1 eAY Owner on Record: PAPAS,THEODORE A TR Contractor License: 131507 2 Address: C/O KATHY VANKUILENBURG Est. Project Cost: $30,000.00 Chimney: NORTH BILLERICA, MA 01862 Permit Fee: $ 203.00 Description: restore house after water damage floors,fixtures,cabinetry,paint Insulation: Fee Paid: $203.00 sheetrock,to original condition Date: 7/2/2018 Final: Project Review Req: /) Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Person contr g with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT is°�` I a � � � a i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-' 121 Parcel OilO $ Application # / � Health Division Date Issued % I�OeY�I Conservation Division � '� ,�� Application Fee Planning Dept.. ,/�f Permit Fee N p 5 2018 Date Definitive Plan Approved by Planning Board Historic - OKH rA _ Preservation/ Hyannis G � Project Street Address ` O (UAI-Q- 14 C�r kl Village ,e, ru Owner 1Y, Telephone 0 b g -5-2 1 Permit Request �QxS �Qc ;cam d Aa"A Dcofs k-fvy-c-S Ckh Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District. �c Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size QCX- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 33 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 0 Full ❑.Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) I NO Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing (P new First Floor Room Count Heat Type and Fuel: N 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: 0 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes i No If yes, site plan review# Current Use I 1%12 -�nrn��T LS'JPAI iAA Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IQ l� -� Telephone Number to Address �P.�►S�➢'�Q., �- License# 7[l H Home Improvement Contractor# � Email A-ViAIiALO inl. CV11 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J . FOR,OFFICIAL USE ONLY II! APPLICATION # f DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: ; FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL E .,. C OUG I T PLUMBING: ROUGH - FINAL r " GAS: ROUGH FINAL - r. FINAL BUILDING • . DATE CLOSED OUT ASSOCIATION PLAN NO. 1 • a�sz�►t�. Town of Barnstable Regulatory Services ..Richard V.Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis,MA 02601 www.t6wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 71VI, c�o� ` C`�.IO�S ,as Owner of the subject property hereby authorize �t ( k C"l to act on my behalf, in all matters relative to work authorized by this building permit application for: 0 ro(— CA,cc (Address of Job) Signature of Owner I5ate Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Uscrs\decollik\AppData\Loml\Microsofl\Windows\INetCachc\Contcnt.OutlooklLN69LF2\EXPRESS(2).doc 01/25/17 I i The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Capewide Construction, Inc. Address: 53 Mercantile Way unit#6 City/State/Zip: Mashpee, MA 02649 Phone#: 508477-0353 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 8 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ✓❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 4.❑[am a homeowner and will be hiring contractors to conduct all work on my property. ]will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.r7 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Arbella Mutual Insurance Co. Policy#or Self-ins.Lic.#: 422006346301 Expiration Date:3/9/19 Job Site Address: 190 West Wind Circle City/State/Zip:Osterville, MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coy rage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year i r' onment,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 v' la or.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verific ti I do hereb if under the pains and penalties of perjury that the information provided abov is true and correct. Si nature: - Date: Phone#: 50 05 Official on o not write in this area,to be completed by city or town official. City o own: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ;Ca ew to CONSTRUCTION, INC. 759 FAmPuth Rd.UnjU#4,;Ki-Apee,KA 02649 Town of Barnstable,13bildiing Dept 200 Main St. Hyannis;I W.0101 Re Tom VAcurke 'To,whom it may concern-, This letter is to,confirm TdrnO'Rourke has been,-in a mariagerb,ent r6le-for Capewide Coristructionj Inc. since its inception. PHor to-that,he has been a,prqject manager-fortapewide,Enterprisesi,LLC since .20041 'If there is any question about Tom or his role with our company, please do not hesitate to contact me clirdctly4 Sine& 141 U Pres 0 t Cap wi e Construction-Inc. ,50 -477 3153 pffitd 51 -95. 3,50.5 cell.J L Commonwealth of Massachusetts (1 9) Division of Professional Licensure +• Board of Building Regulations and Standards Construction�Siya�eu+{si� /1�8 2 Family ~ 3 CSFA-055178 Ej�pires: 06/02/2020 THOMAS J OROURKE k� 9 TREASURE°LNG MASHPEE MA 02649 `` t. . Commissioner v--_ . _ .` ` U/te (pdirvmovzruealCl o�Civ� �. • aac�ucaet�v Office of Consumer Affalrs&Business Regulation r HOME IMPROVEMENT CONTRACTOR � TYPE:Individual e~Q n I r do ra o ! _ THOMAS O'ROIJ.i3: b T 02/26/2019 t'' Thomas O'Ro�rke 9 Treasure Lanr Mashpee,MA 02f49— , a. Undersecretary , . CAPECON-03 CFOGARTY ACORO" CERTIFICATE OF LIABILITY INSURANCE D 04 117/2018 ► 0411712018 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 policy(ies)must have ADDITIONAL INSURED provisions or 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 endorsements. PRODUCER C TACT on Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 A/C,No,Ext): A/C,No:(877)816-2156 South Dennis,MA 02660 EpAI .mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Arbella Protection Insurance Company,Inc. 41360 INSURED INSURER B: Capewide Construction,Inc. INSURER C 759 Falmouth Rd. Unit 4 INSURER D: Mashpee,MA 02649 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR $500067077 03109/2018 03/09/2019 DAMAGE TO RENTED 100,000 MED EXP An one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a jpCT r_1.LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED dntSINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS Vy� p BODILY INJURY Per accident $ AUTOS ONLY AUOTOS ONLY PPeOacEciRdent AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ A WORKERS COMPENSATION X SPTEATUTE OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 4220063463 02 03109/2018 03/0912019 1,000,000 OFFICER/MEMBER EXCLUDED9 �N N/A E.L.EACH ACCIDENT $ (Mandatory in 1 H) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AWC Gidde to Wood Construchan in High Wind,freas:110 mph,Wirrd Zone• Massachusetts CheekUst for Compliance(790 M,IR 53DIa.1.1:)1 Check Cmnplianca 1.1 SCOPE Wind Speed(3-sec,gust).._.... _.»»_._ .__._..».....____ ._._..»_»._.__.____..._. ..._._...� .110 mph Wind Exposure Category 12 APPLICABILITY Number of Stories (Fig Z)--------------__._ stories 2 stories Roof FWi ».--___...._ ..__...»...._»-...-..-_ _ .(Fig 2)........ _.. _._ »._. s 1212 Mean Roof-Height _. (Fig Z)___. _..__-. ft S 33' Building Width,W._ »r~ �__ _..__ -.(Fig 3), »_____» __ _.__,._. _—ft s 80, Building Length,L »..._..__..._._.....».»___,(Fg 3)_ ....... Budding Aspect Ratio(11W) (Fig 4).__............».�----.»._..._. <_3:1 Nominal Height of Tallest Open1ng2_..._ ..».:..—»»—_:(Fig 1.3 FRAMING C.QNNECTIONS. General compriance with fr-mning connections._.--,.-.(fable 2) .... :..__._._ .. 2.1 FOUNOATIQN . Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................._.................._........_...............__...... ........__....._._.._..__._.. Concreld=Masonry............._........... »._»...._. _»__..». ......__..»..»_._...»...._...... __.»__» 22 ANCHORAtxETO FOUNDATION" 5/a'Anchor Bob imbedded or 51a"Proprietary Mechanical Anchors as an aftemattve in concrete only Bolt Spacing-general.................... ......._.___..[fable 4).-_._.._.....__.._.»_ in- Bolt Spacing from•endrjoint of plate _..____.,._»(Fig 5) _.___,r_......, _. in.s 6'-12" Bolt Embedment-concrete._.._ ._ .�.._ �_.(Fig in.2 7' Bo)tEmbedment-masonry._._......_._ ..._.�._ __.(Fig 5)._ in.>15'- Plate Washer._._._,_..... __....... r(Fig 5)_ ._-._»___ ___ »_.._ z 3'x 3'x'/a' 3.1 FLOORS Floor framing member spans checked ... _»_:____.......:(per 780 CMR Chapter 55):__,.._........_. Maximum Floor Opening Dimension_ _ _..._. _...(Fig 6).._,_...........-_.,_ It 512'or L12 or W/2 Full Height Wag Studs at Floor Openings less than Z.from Exterior Wall(Fig 6)........................... . Maodmum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwail...._.___(F!g 7�____. ��.--•--._...__._..._ ft s d Ma)dmum Canfilevered Floor Joists Supporting Loadbearing Walls or Shearwall...._,.._,.._(Fig 8)......»......._.._.._-._-...................._ft 5 d Floor Bracing at Endwalls_..........._.. .-....»_ _...-._._ (Fg 9).»_».._._ . »..._:....».....»_ :_.�. Floor Sheathing Type _.._...................... »___......._ _ (per 780 CMR Chapter SS)"__ Floor Sheathing Thickness...... (per 780 CMR Chapter 55)..».»,._....._.:.. in. Floor Sheathing Fasfaning__ __......._....:.__._. _.._.. .,(Table 2)__d nails at In edge/—in field' 4.1 WALLS Wall Height g _�.»�.. _._.(Fig 10 andTabfe 5)._.._-....__.._.., ft 5 10'Loadbe=arih rnratls....�_.._.,_.._. Non-Loadbearing walls_. .._.....»_._-: --------_ ,(Fig 10 and Table 5}. ...,.».._... _ft 5 20' Wall Stud Spadng .....».._ ...,._ _..»» __„_.,... ,(Fig 10 and Table 5)._Y--.-........_in.s 24"o.c. Wall Story Onsets . .».._.. » ..»....._». (Flgs 7&B)_._ _» _. .__..».._» .... ft 5 d 42 EXTERIOR ViIALLe Wood Studs Loadbaedhg walls Non-Loadbearing walls Gable End Wall Bracing — Full Heigh Endwall Studs...... _ _._».» . a(Fig 10).... »...........»..»... _..:... ... WSP Attic Floor Lprrgth._... . ....»._. .___» _. .'(f ig 11)_._........._.»_.,. _».._ ft>W/3 GypsurnCelling Length(rf WSP not used)...._._---(Fly -2 x4 Continuous Lateral Brace @ 6 ft.o.c--(Fig 11)........._............. .._..., Double Top Plate Splice Length ...... __._._.. .»... ,(Fig 13 and•Table 6),__..._,...._._.._. __ft Spfice Connection(no,of 16d common nails). ..._ ,(Table AWC Guile fa Wood Corrsir d&Zn it M94 WmdArcas:110/!Tli Wusd Zane Massachaset-ts Checklist for Compliance(7so'c.. R s3nju, )1 Loadbeadng Waft Corinez4ons Lateral(no.of endnalled 16d common nw1s)--—' gable 7) _-.� .•---•• — Non-Loadbsaring Wall Connections Lateral(no.ofendnailed 16d common naiis)___-_-_-__(Tabl(3 8)•_-.._•..--___•__._ — Load Bearing Wall Openings(record largest opening but check all openings for compliancd to Table 9) Header Spans — Sill Plate Spans — Full Height Studs (no.of studs) — Non-Load Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Span-,--_ -- --. _ __� _. _.(Table 9) _...___ _._._ _tt_in.51T" — Sill Plate Spans. _.....-______(Table 9)_._.. _. _... _ft_in.512 _ Full Height Studs(6a.of studs). •_. gable 9)_._ _.......... -_- ESderior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minirnum Building Dimension,W z Nominal Height of Tallest Opening — Sheathing Type.__.____ _ -__ (note 4)..______.__..__...._ . _...._....- Edge Nall Spacing---.----(Table 10 or note 4 if - Feld Nall Spacing-_--.-....__:.._-_.._.•--(Table 10)_...._ _..-.._. in. Shear Connection(no.-of 16d common nails)(Cable 1D}�____ Percent Full-Haigh Sheathing (fable 10)�: - 6%Addition-at Sheathing for Wall with Opening>6V(Design Concepts)-•—__- Maximum Building Dime lWmn,L Nominal Height of Tallest Openin?..__.•_.............................._............_........_.. 6V Sheathing (note 4).______-_--._ _-----.__._--_ -- _ Edge Nall Spacing.._ __.-__. ..(Table 11 or note 4 If less)•- _ In. Feld Nail Spacing-."-.—,.-------(Cable 11). ---_._.__.__.•. ___._ in. _ Shear Connec5on(no,of 16d common nails)(Table 11). _. ••— Percent Full-Helght Sheathing........_-_--_-.(Table 11)-- ----:...---.-_._.---•-_--.._•._°!a 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)._......._.._... Wall Cladding Rated for Wind Speed?...... ---- -_-_.r._..._....__._...._._. 5.1 ROOFS Roof framing member spans checked?. _ _._ (Far Rafters use AWC Span Tool,see BBRS Website) Roaf Overhang ...._...... ..._..:._.._._._.....:.....(Figure _ft-1smallerofZ'orL13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift __ _._ _ _ (Table l2). ._._.._._-_--�-._._--_—_-_U= ptf Lateral 12)._.__. __:.—_-. .•_._L- pif (Table 12)�•--__--_.-___S_pif Ridge Strap Connections,If collar ties not used per page 21.._-(Table 13)-_.._--.._••-._-._ -T-_Of _ Gable.Rake Outfooker._........................ .........(Figure _t1•s smaller of 2'of L12 Truss or Rafter Connections at Non-Laadbearing Walls Proprietary Connectors Uplift._.._...-_.. _ __ __(Table 14).__-••__•__._-._•_... U=_lb- Lateral(no.of 16d common nails)_-(Table 14)...... _....:.....+_ _L=1b. _ Roof Sheathing Type.__----------.(pet 780 CMR Chapters 58 and 59}*.............�. Roof Sheathing Thickness___-_.. Roof Sheathing Fastening.._.».____... Notes 1, This checklist must be met in ifs entirely,excluding the specific exception noted in 2,to comply.wkh the requirements of 780 CMR 5301.-1.1 Item 1.if the checklist Is met in its entirety then the following metal straps and hold downs'are not required per tl ie WFCM 110 mph Guide. a. Steel Straps per Figure 5 b. .20 Gaga Straps per Figure 11 C. Uplift Straps per Figure 14 d. • All Straps per Figure 1T e, Comei Stud Hold Downs per Figure 1 Ba.• 2_ Exception:Opening heights of up to 8 f .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. -AWC Guide to Xbod Corrmi-ric6ort irr 1��Tr k�rrufffredc HO rrtfrx J:Pad4o x Ajagmchrsett Cheelfcit for COMP MCe(Ra Mrfas3nr�s)� ' a. Fr mr Tk6jes 1 D and 1f amd)DcZ=of wag Wening and gcn T_q A�Ra�in,deiarrnirre Petr�t�FuII H rgi� Sheafbirtg and NA Ong rem - - b_ •Wm d 5irudural Pane.Fs s;haII be mui1m=ffr cim—Df711 W and be bsfalled as funmysz - - L . Fanels gall be ttisfalad Wn si z�r ass pEM11CI to Sh& I Al hmlzi al join t;hd ocrdr aver and be-named to fimimg UL Dn single stafy m mch„rfion,pmies sE be ached fn bafinm plafPs and fng.inet�Dma dmbfe Do li+st�dnty n,�,tfi r,l�au,uFF' C�-R�`SfitaR a�fac{ d fo tirtr#op n nbet r3f lie uppr� douhla fnR— - -- plasa and to band jotsf at boffem of panel i3pper- of lower papal sffi be rrtade fn band joist and IDwaraffadment madsia IDWi ..l Phil!at fmt fioorf uild-q. - v Eibirny d na'd&i'=' _q at drnkie,kip pWE-- band jbhr s,and girdefs shal-be a double trait of a d - emggerad 93 Indies on ceriferperFtgurrs batots:VE&:a4and hiurmr,61 Nm i g forPmel Afiar .nt. fig p tHO=a)ned holism orharimt Waddtfinn—reVkad Fpr jed=is I mile DrdaserfD shore(generally,magi of Rfz--2S ornox t of Rf F_- 5) b)vmfL al addmon—riot mqutr�utilPss fhraz b Live r�trvt��on to$e lust floor c)rEpfarrvmertwbidDves—nos mew mas on=npffan�Drily(drap M) - E Waod Fram a Cpnstaltdion V--nual CWFChq for 110 MPH,Erpasin-a S may be obfalnedfnzaffi-je Am ii 6i'hood Cotlm=1 _ (AC C)wLbffi. - t�I.t7Etr�. _ i H - _ - • i L Il , . - cl rt i' 30 L ♦ cr II • _c �{ t _.it H , L I - t r F- t L; 1L c LL it cr} r • � Lc fi� _ � _ f Le `i ' _ t rt <-Ji L L I• � — _ — • 1L LE r Jr! <i E - ' • o j� _! `` `` i L t a_ � L L n _ ��' FS' L< tr�TtaC[tae Fzr�sPRCB�trE3E�C. - ` Va-nrraI - -lrt:rffrEl and Hr�rrlalt�W 09 wad ffmiv�rI Nafft for Panel Affadvrtemt for Panel Atmh!a _ _ ss.. LOT 46 // c� tyy q // LOT 45 BENCHMARK - / 6 / NAP EL 68.02 PROEC7 CO/DN FOPtPEUND / d..J [pOE OF A WaRCLE EWEST WIND FOUND / / / L WIND / (4V WIDE) CIRCLE W, WEST / .., t- , LOCUS MAP 64.6 , / .4.9 ®D (n LEGEND O SCALE GUY 9189-17 NanlKe•E .so 110.w GAS I /1 (� _--_62_--_ EMS 2'CONTOUR FLAG tom` ,(� Q--w-- EXS77NO 2'CONTOUR CO +aa.5 EXIS77MG SPOT EL£VA 77ON LAWN PP`n' EXIS77N0 UDUTY POLE RI O Z FOUNN[1 CONCRETE BOUND HIM GRILL HOLE LOT 57 / 16,500f S.F. O �o. \ LAM \� 8 GENERAL NOTES: \ �• \ / \ aso LOT 56 1. HOUSE NUMBER: 190 LOT 56 \ ' �� / / 2. ASSESSORS INFORMAIIOV: MAP 171,PARCEL 011,LOT 57 62.6 WAIL( �d 47.J ; J. FLOOD ZONE.'X(PANEL NO.25001 C05444 DATED 7116114) g G \ 1 4. zoN/Nc as77Oc7, RC 5 OVERLAY D/STRICTS WELLHEAD PROTEC770V DISIRCT R ZONE 11 g\ cARACE 6 COT COVERAGE BY: / \ / EIOrnN `fie \ Nag ngp A£XISRNC STRUCTURES 1,74I SF./16,500 SF.a 10.6.T \� 7. TOPOGRAPHIC/NfORMA770V COMPILED fROM AN ON INE GROUND SURVEY A \ F.F./ Q ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM 198d 42.7 ♦ 75 \\� SCR PORCH PAnO F.F.EL d).• SN0. 1 SO 8 CSC• i�'jam-- / yy .S �C�WN s.,. SITE PLAN / `A' hye'J• / -4i u..' .7.z A ` \ FOR / �s'�, s 1 THEODORE A. PAPAS TRUST / 51n1 28 W s 110.oD C8/ON / msnNO FOUND #190 WEST WIND CIRCLE sEPnc— / / ((LOPcgAnON OMMA TE) OSTER✓ILLS, MA pp paxc2L >oz FARCTL 1N Sco/e: 1"=20' Dote: JUNE 26, 2017 Warwick & Associates Inc. DRANK Or.LM.R.JW DA?r' 081/6,17 0 ,0 40 63 County Road Boa 601 North Falmouth, Alass 02556 arEorm er. srCEr 1 D`1 T a'OY-V FEET (508) 563 — 7777 ORAIMNC NAME SSI7O3SSPOWO I 5/15/2018 Print Page Print this page • Owner Information -Map/Block/Lot: 121 /011/018 -Use Code: 1010 Owner Map/Block/Lot GIS MAPS 121 /011/018 PAPAS, THEODORE A TR Property Address Owner Name as of C/O KATHY VANKUILENBURG 1/1/17 30 MORAN RD 190 WEST WIND CIRCLE NORTH BILLERICA, MA. 01862 Co-Owner Name PAPAS FAMILY TRUST Village: Osterville Town Sewer At Address: No GIS Zoning Value: RC • Assessed Values 2018 -Map/Block/Lot: 121 /011/018 -Use Code: 1010 2018 Appraised Value 2018 Assessed Value Past Comparisons Building Value: $ 155,200 $ 155,200 Year Assessed Value $ 55,300 $ 55,300 2017 - $ 337,400 Extra Features: 2016 - $ 338,500 2015 - $ 330,000 Outbuildings: $ 600. $ 600 2014 - $ 319,800 2013 - $ 325,100 $ 135,800 $ 135,800 2012 - $ 319,600 Land Value: 2011 - $ 316,000 2010 - $ 317,700 $ 346,900 2009 - $ 326,200 2018 Totals $ 346,900 2008 - $ 347,600 2007 - $ 369,100 i • Tax Information 2018 -Map/Block/Lot: 121 /011/018 -Use Code: 1010 Taxes C.O.M.M. FD Tax (Commercial) $ 0 C.O.M.M. FD Tax (Residential) $ 158.51 Community Preservation Act Tax $ 100.01 Town Tax (Commercial) $ 0 Fiscal Year 2018 TAX RATES HERE Town Tax (Residential) $ 3,333.71 $ 3,992.23 i http://www.townofbarnstable.us/Assessing/printl B.asp?ap=0&searchparcel=121011018 1/3 5/15/2018 Print Page Sales History-Map/Block/Lot: 121 /011/018 -Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: PAPAS, THEODORE A TR 2002-12-02 16006/184 $0 PAPAS, ARTHUR& ELAINE TRS 1992-06-15 8081/54 $1 PAPAS, ARTHUR M &ELAINE 1986-07-15 5183/53 $153000 THEO CONSTRUCTION CO INC 1980-11-18 3194/199 . $0 • Photos 121 /011/018 -Use Code: 1010 lag ' • Sketches -Map/Block/Lot: 121 /011/018 -Use Code: 1010 14 8 4 FEP 1' 14 40 Tq. 14 87 FAT BAS BMT 14 GAR 2426, TQS 2 14 40 As Built Cards:Click card#to view: Card #1 • Constructions Details -Map/Block/Lot: 121 /011/018 -Use Code: 1010 Building Details Land Building value $ 155,200 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $189,280 Bathrooms 2 Full-1 Half Lot Size (Acres) 0.38 Model Residential Total Rooms 6 Appraised Value $ 135,800 Style Cape Cod Heat Fuel Gas Assessed Value $ 135,800 Grade Average Heat Type Hot Water http://www.townofbamstable.us/Assessing/printl 8.asp?ap=0&searchparcel=121011018 2/3 5/15/2018 Print Page Year Built 1985 AC Type None Effective depreciation 18 Interior Floors Carpet Stories 1 1/2 Stories Interior Walls Drywall Living Area sq/ft 1,766 Exterior Walls Wood Shingle Gross Area sq/ft 4,084 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp • Outbuildings & Extra Features-Map/Block/Lot: 121 /011/018 -Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value BFA Bsmt Fin-Avg 600 $ 8,500 $ 8,500 GAR Attached Garage 336 $ 9,900 $ 9,900 BMT Basement-Unfinished 1040 $ 22,400 $ 22,400 FPL2 Fireplace 1.5 stories 1 $4,700 $ 4,700 PAT 1 Patio-Average 96 $ 600 $ 600 FEP Enclosed porch- 196 $ 9,800 $ 9,800 roof,ceiling • Sketch Legend Property Sketch Legend 62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) ' FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story(Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story(Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio http://www.townofbamstable.us/Assessing/printl 8.asp?ap=0&searchparcel=121011018 3/3 RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BARNSTABLE BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 190 WESTWIND CIRCLE TOWN:_ OSTERVILLE, MA CONTRACTOR'S NAME&INFO: CAPE WIDE CONSTRUCTION, 759 FALMOUTH RD, UNIT#4, MASHPEE, MA _y n THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: cD MANUFACTURE: ICYNENE TYPE:CLOSED CELL PRO SEAL LE THERMAL CONDUCTIVITY PER INCH:7 PER INCH b AREA THICKNESS R-VALUE CEILING N WALLS STAIRWELL BAYWINDOW CEIL • 6" . 42 GARAGE CEIL G.H. WALL CRAWL OVERHANG CATH. WALL CATH. CEIL W.O. WALL FOUND. WALL BLOCK/RUNN. SLOPES 6" R-42 P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION, INC. a { jr{ - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �cz. Map ��� Parcel I bl Application Health Division Date Issued 3 ^/7 � Conservation Division Application Fe Planning Dept. Permit Fee G Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address _��! 0 (�SST u)(L ('(gue Village (7 St"i L-L Owner P AS C/O 11.O ko2 t. &D &I albWA Telephone Permit Request �- A� 1 x(t� EF1-R 1.m Gotj Ab bl jj.6kj p&qnL® Square feet: 1 st floor: existing proposed 2nd floor: existing proposed— Total new Zoning District �C Flood Plain Groundwater Overlay Project Valuation S 0 0 Q0 Ob Construction Type Lot Size , �� �— Grandfathered: 0 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 QNo Basement Type: Lk Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new _ Half:"LeXist i nag i-)c4-r new Number of Bedrooms: existing-knew JUL 2 Total Room Count (not including baths): existing new Firs �oorr Room Count Heat Type and Fuel: Lk Gas ❑ Oil ❑ Electric ❑Other TOWN QE BAPINSTABLE Central Air: ❑Yes id'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: P existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CbM&Tk1c.0 W 1 WC , Telephone Number Address `� 4 License # CSFA 0 55 "1 8 IkS b_ t2 p cr?,6qg Home Improvement Contractor# I 0 00 3 7— Email lb�n��a,1`o(QCo4s���Worker's Compensation # Lf b� 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6C4'�JG_ SIGNATURE DATE 7d0 f 7f 7 FOR OFFICIAL USE ONLY l APPLICATION # DATE ISSUED . MAP/ PARCEL NO. I _ ADDRESS VILLAGE r.. OWNER DATE OF INSPECTION: ; FOUNDATION s FRAME _ f n S INSULATION 1 FIREPLACE • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F; DATE CLOSED OUT ASSOCIATION PLAN NO. } Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-055178 Construction Supervisor 1 & 2 Family THOMAS J OROURKE 9 TREASURE LN MASHPEE MA 02649 1 CommissionerExpiration•: 06/02/2018 e (Oar�vi�zaricae�i`1�a� aaQccc/ccael Office of Consumer Affairs&Business Regulation -- - HOME IMPROVEMENT CONTRACTORQ l - TYPE:IndividuaP io Ex a o { 1€00092 I � 02/26/2019 THOMAS O'ROUAKE Thomas O'RourIe 9 Treasure Lane Mashpee,MA 02649 } Undersecretary i r ' Town of Barnstable a Regulatory Services DARNStADd,C, ' grass: Richard V.8cati Director 9. 6 Building Division Tom Perry,-Budding Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstabk_fi a.us Office: 508-8§2 .38 Fax: .508=790-6230 f Property Owner Must Complete:and Sign This Section If.Using.A Builder t l THEO PAPAS,Family Trustee ,'as Ownei of the subject property hereby,authorize CA.PEWIDECONSTRUCTION,Inc. _ to act on my,behalf; in all-matters relative to .work authorized by,this building peanit.application,for. 190 WEST WIND.CIRCLE,OSTERVILLE MA (Address of Job) **Pool fences and alarms are the responsibility of the'applicant. Pools are not to be=filled or utilized before fence is installed and all.final inspections are:_performed and accepted. i Signature of Owner :Signature of Applicant his D: tt- ev�a. � . 6 Az x Print Name. Print Name Date t The Commonwealth of Massachusetts , Department of Industrial Accidents d I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Capewid@ Construction, Inc. Address: 759 Falmouth Rd. unit#4 City/State/Zip: Mashpee, MA 02649 Phone#: 508-477-0353 Are you an employer?Check the appropriate box: Type of project(required): l.[Z]I am a employer with 5 employees(full and/or part-time).* 7. ❑New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in ❑ 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.❑l am a homeowner doing all work myself[No workers'comp.insurance required.]t 9. El Demolition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my properly. 1 will 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I I.[]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other addition and patio 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Arbella Mutual Insurance Co. Policy#or Self-ins.Lie.#: 422006346301 Expiration Date:3/9/18 Job Site Address:190 West Wind Circle City/State/Zip:Osterville, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or,one-year impris ment,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 viola .A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verificati I do hereby IV pains and pe Ities of perjury that the information provided abov is tr and correct. Si ature: Date: Phone#: 5 8- -35 Offici )senly. Do not write in this area,to be completed by city or town official City o T : Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia I CAPECON-03 T UIRK ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE OV17/2017Y) 07/17/2017 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 policy(ies)must have ADDITIONAL INSURED provisions or 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 CONTA NAME:CT Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 (A/C,No,Ert): (A/C,No):(877)816-2156 South Dennis,MA 02660 Iffiliss:mail@rogersgray.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection Insurance Company_,Inc. 41360 INSURED INSURER B: Capewide Construction,Inc. INSURER C 759 Falmouth Rd. Unit 4 INSURER D: Mashpee,MA 02649 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE IN SOU/D POLICY NUMBER POLICY D/EFF POLICY DI EXPS. LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR 8500067077 03/09/2017 03/09/2018 DAMAGE TO RENTED 250,006 PREMISES(Ea occurrence $ MED EXP Any one person $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 8 2,000,000 POLICY a JELQT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY Per person $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ONLD PJ20a E�Rd�tpAMAGE $ re ) $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ I,, A WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE 4220063463 01 03/09/2017 03/09/2018 1,000,000 WFICER/M�MBEER EXCLUDED? N/A E.L.EACH ACCIDENT $ andatory inNH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD l A / LOT 46 // 'WyA�il�f // LOT'45 NAIL a°CAP' . PROJECT FOUND LOCAnON O WN O TN A E L . / L4,WIDE) CIRCLE WEST lIA WIND / PA 7 <s.a LOCUS MAP GUY PP ".' LEGEND NOT To SCALE WRE 9169-17 N4771'2VE _—_ <s.o AS t _—__<2---_ EA7STINC 2'CONTOUR Imw G MG I ——<0—— EVS77NG 2•CONTOUR / 71 +44.5 EXISTING SPOT ELEVATION / LAWN I PP 10, E)GS77NG UTILITY POLE Pa�O CONCRETE BOUND N17H ORILL HOLE <s.. LOT 57 / )1 l6,SOOf• S.F. / �� � m GENERAL NOTES.- LAM / I \ g m ,� \\ �I \\ 1. HOUSE NUMBER: 190 • / / Z Al \ LOT 56 2. ASSESSOR'S INFORMATION, MAP 121,PARCEL 011,LOT 57 LOT 56 / \ / \\ <s.o 3 FLOW ZONE.'X(PANEL NO.25WI CO544J.DATED 7116114) NC.WALK I .-48- 47.5 ; 4. ZONING DISTRICT- RC \ / S OVD7LAY DISTRICTS.- W NELFi10 PROIECnOV DISTRICT&ZONE Il f 5,'W 1 Q a2.9' \ \<'j� �P e.a 1 1ae'I 6. LOT COVERAGE BY, Gm� .7.8 \ \ A.EVSTING STRUCTURES 1,741 S.F./16.500 SF. - 10.6X x, \ NOOSE DasnNG s` 'B.EXTSONG R PROPOSED STRUCTURES 1,807 SF./16.500 SF. II.OX T.T.EL 50.91 \. 7. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY i�i jg i7.8 AFW B ELEVATIONS VOW ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. PATIO / 39.0 `O / .t.?\ /<2.< 3.2 50.26 7.2 AEM v /J�/ I4' 22' . "------ -'�AC 1 PATIO .7.. S/TE PLAN ( 2 / �'B.`\ FOR LA M< THEODORE A. PAPAS TRUST 110.00 CB/b. / 71 W EXISTING FOUND 3f19O WEST WIND CIRCLE SEPTIC SYSTEM (LOCATION OSTERVILLE, MA APPROAMATE) PP PAROW fog PARC.fL /Of Scale: 1"=20' Dote: JUNE 26, 2017 Warwick & Associates Inc. ZRANN er LLI,R.JW.. DA7£ OBj26/77 o ,o 40 69 County Road Box 801 North Falmout/t Aloss OZ556 a1E01'f0 or SG<Le-I woN- V CrF7 (506)569 - 7777 DRAIBNG NAME SW7Ot7TSPDNG r `4DN I L 110 Vve5r VV 14 C,r Col �l�i M,A 4A VIC G idde m Wood Ccnst.;-PCtioii hi High, Whid per%s: i 10 mph Wind Zofte / or d Massachuse-tts Checklist for C© pliAnce f*CMR 530i.2.1.1)I Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................---L stories :5 2 stories RoofPitch ..........................................................................(Fig 2) .:........................................1I,LZ5 12:12 MeanRoof Height ..............................................................(Fig 2).........................................:...e ft s 33' Building Width,W ...............................................................(Fig 3)................................................ ft 5801 BuildingLength,.L ..............................................................(Fig 3)................................................ ft 5 80,. BuildingAspect Ratio .... ...... ............•........... F' 5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)............................................... — :5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in co Crete only Bolt Spacing—general ..........................................(Tabld in. Bolt Spacing from end/joint of plate ............................(Fig 5).................................. f 2 in.5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)................................................. In. a 7" Bolt Embedment—masonry........................................ (Fig 5)............................................ Iin.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x%" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................_ft 5 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...................I.................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................=ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft <_d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).......................... .. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................3 in. Floor Sheathing Fastening..................................................(fable 2).. 19d nails at to edge/min field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...................... .. .�r�t ft 5 10' ft Non-Loadbearing walls.................................................(Fig 10 and Table 5)...................1 in.s 245o.c Wall Saud Spacing . Wall Story Offsets ..............................I.........................(Figs 7&8)............................................=ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft tin. Non-Loadbearing walls................................................(Table 5)..............................2x�i�ft in. Gable End Wall Bracing Full Height Endwall Studs......................................... ..(Fig 10)........e..n.,.nt.............................................. WSP Attic Floor Length................................................(Fig 11)......� .1►�! �) — ft aW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11).......................... .._ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. ..(Fig 11)............................................................ Jv...^i.Ci v�-�.�.. ^V. . ...................................................... : a.- .�.. .�....�.('i.�...... 1:�... v. ..... vv..r........�G�.S�..............I' 2Ci!.C. -J. ....I..........................................�...... Or MASSgcG 12o[ ( �1 2' MICHELE 0001LO a S No 34774L A o e °9GF FGIS1 FSSrnNa�� I PAD 3 .: de AYOlfF; j!Gf3? !P �lT�?ifL;Z�JifC� Z o>F Q .: Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails).........'....(Table 7)...................�....�.,....�.... ... :�:. Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)................................................ ....... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..................................:ft b in.51 1'7 -31 Sill Plate Spans ........................................................(Table 9).................................. ft a in.:5 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for complia ce to Table HeaderSpans.............................................................(Table 9).................................. ft K in._s 12' Sill Plate Spans...........................................................(fable 9).................................. ft—Yin.`_ 12"` Full Height Studs(no.of studs)....................................(Table 9).......................................................�) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ............................................................................/'� s 6'8" SheathingType..............................................(note 4)...................................................... _W5P Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................................................Li Shear Connection(no.of 16d common nails)(Table 10)........................................................ u Percent Full-Height Sheathing.......................(Table 10)................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... ¢.3 Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................................ 5 '8" SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ Field Nail Spacing..........................................(Table 11) Shear Connection(no. of 16d common nails)(Table 11 Percent Full-Height Sheathing .... able 11 ........... . . . ... ..... . . . . .. .... ........1' x,(g ysl (�- 9 9................... R ) I % r O Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)...........,_L ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls tt 1 -S Sr' Proprietary Connectors l Uplift................................................(Table 12). Lateral.............................................(Table 12)............................................ L= L7L Shear...............................................(Table 12)............................................S= Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)........ ........ Gable Rake Outlooker......................................... (Figure 20)............. ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)......................... U= J lb. Lateral (no.of 16d common nails)...(Table 14)......................r..............L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness........................................... ................... ... .. u � / in.>_7/16"WSP Jam. Roof Sheathing Fastening ...........................................(Table 2)....6C ...C�p...df4 .(o.Z..1� /CZ� Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the 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 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. OFMAS'9 MICHELE Asa o CUDILO/ m l 7 v STRUCTURAL y A No 34774 TEA��h�Q ss/OVAL ENG� A WC GWde to Wood Cotrstructioa! i:•a High'Wind Aivas: 110 naph Wtid Zone Massachusetts Checklist for CompliAnce(780 crAR 5301.2.1.1)! 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 7/16"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 -NfliETl TIB EDGE FUNM ON PRA�YNG UW Gd MALS AT6bt ® ' 11 11 • 1 11 11 t 1 V Idl 1 11 11 I 11 11 11 It /1 11 1 11 11 1 1 11 II 1 t 1 1 1 I 11 /l 1140 11 1 1 pQ Ir ri'N 1 � • 11 11 a 1 n 1 �p rl of 1 4 41 11 11 ay 1 r 1 is i i So 1 u 1l uJ 1 11 Il 1 1 J 11 11 �1a1 1 Q 11 1 1 V 11 11 ' 1 ii i1 11 1 11 1/ 1 ------- - W&SPACNG i v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ` r A_WC Cu_ide to Wood Construction it; High Wind Aj,eas: I1,0 mph Wind Zone Massachusefts' Check st for Com-pli 'nee(7so C M R 5301.2.1.1)' a I I a V i t t N 1 t I 1 t /MEMBERS +I 1 1 t TI 1 1 It 11 1 [ 1 I 1 . ,iit 1 1 1 FAIIMI G I 1 ; INIUVAEDIATE11 11 i 1 1 t t ' I q S,UL ; t I ` t6 STAGGERED NAIL PAT nMN PANEL "mil PAMi L EDGE DOUBLE NAIL®(.E SPACING DEMIL • o ' Detail Vertical and Horizontal Nailing for Panel Attachment i i GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12" long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement walkout, etc.). b.) All walls to have min.2##4 top horizontal,2"clear,to prevent shrinkage cracks c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING I.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns:shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing_ a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi, E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc-PPer-750 psi, Fc_par—Par psi. Note that Microllam and Parallam may be used interchangeably. I. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. I x6 a 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-1411-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. WIND BLOCKING:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges; attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. Multiple Studs l6d a 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code. I7/19/2017 Print Page Print this page • Owner Information -Map/Block/Lot: 121 /011/018 -Use Code: 1010 Owner Map/Block/Lot GIS MAPS 121 /011/018 PAPAS, THEODORE A TR Property Address Owner Name as of C/O KATHY VANKUILENBURG 1/1/16 30 MORAN RD 190 WEST WIND CIRCLE NORTH BILLERICA, MA. 01862 Co-Owner Name PAPAS FAMILY TRUST Village: Osterville Town Sewer At Address: No GIS Zoning Value: RC • Assessed Values 2017 -Map/Block/Lot: 121 /011/018 - Use Code: 1010 2017 Appraised Value 2017 Assessed Value Past Comparisons Building Value: $ 145,100 $ 145,100 Year Assessed Value $ 55,900 $ 55,900 2016 - $ 338,500 Extra Features: 2015 - $ 330,000 $ 600 $ 600 2014 - $ 319,800 Outbuildings: 2013 - $ 325,100 2012 - $ 319,600 $ 135,800 $ 135,800 2011 - $ 316,000 Land Value: 2010 - $ 317,700 2009 - $ 326,200 $ 337,400 2017 Totals $ 337,400 2008 - $ 347,600 2007 - $ 369,100 • Tax Information 2017 -Map/Block/Lot: 121 /011/018 - Use Code: 1010 Taxes C.O.M.M. FD Tax (Residential) $ 411.63 Community Preservation Act Tax $ 96.56 Town Tax (Residential) $ 3,218.80 Fiscal Year 2017 TAX RATES HERE $3,726.99 • Sales History-Map/Block/Lot: 121 /011/018 -Use Code: 1010 History: http://www.townofba rnstable.us/Assessing/printl 7.asp?ap=0&searchparcel=121011018 1/3 7/19/2017 Print Page Owner: Sale Date Book/Page: Sale Price: PAPAS, THEODORE A TR 2002-12-02 16006/184 $0 PAPAS, ARTHUR&ELAINE TRS 1992-06-15 8081/54 $1 PAPAS, ARTHUR M&ELAINE 1986-07-15 5183/53 $153000 THEO CONSTRUCTION CO INC 1980-11-18 3194/199 $0 • Photos 121 /011/018 -Use Code: 1010 HA. • Sketches -Map/Block/Lot: 121 /011/018-Use Code: 1010 14 - ' 14, 4 J AT .<... BAS rA K aMTVf s TQs , ;. As Built Cards:Click card#to view: card #1 • Constructions Details -Map/Block/Lot: 121 /011/018- Use Code: 1010 Building Details Land Building value $ 145,100 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $177,006 Bathrooms 2 Full-1 Half Lot Size (Acres) 0.38 Model Residential Total Rooms 6 Appraised Value $ 135,800 Style Cape Cod Heat Fuel Gas Assessed Value $ 135,800 Grade Average Heat Type Hot Water Year Built 1985 AC Type None Effective depreciation 18 Interior Floors Carpet http://www.townofbarnstable.us/Assessing/printl 7.asp?ap=0&searchparce1=121011018 2/3 r 7/19/2017 Print Page Stories 1 1/2 Stories Interior Walls ' Drywall Living Area sq/ft 1,766 Exterior Walls Wood Shingle Gross Area sq/ft 4,084 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Crop • Outbuildings & Extra Features- Map/Block/Lot: 121 /011/018 -Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1.5 stories 1 $ 4,600 $ 4,600 BFA Bsmt Fin-Avg 600 $ 8,500 $ 8,500 BMT Basement- 1040 $ 23,600 $ 23,600 Unfinished GAR Attached Garage 336 $ 9,700 $ 9,700 FEP Enclosed porch- 196 $ 9,500 $ 9,500 roof,ceiling PAT I Patio- Average 96 $ 600 $ 600 • Sketch Legend Property Sketch Legend 62N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLIP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story(Unfinished) FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story(Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Microsoft VBScript runtime error'800a01a8' Object required: " /Assessing/print17.asp, line 153 http://www.townofbarnstable.us/Assessing/printl 7.asp?ap=0&searchparce1=121011018 3/3 r' a REBYCERTIFY TN HIS ,GOT 1.5 NOT LOCATED /N 7ERAL SmowN ON THE FEGERA.L FL000 INSURANCE.RATE AM FOR Ti COMMON/TY PANEL NO. EFFECTWE A*� �s y ROBERT E. RAYMONA R.L.S PATE NOTE. NORTH.4RROWNOT TO Be N y USER FOR m4AR PVRMSC15 O y N . e 57 ,LOT.S Q � 4 a � e y 8 ' --- ii0.404' C4 O wrwo cr,Pc�F TNI s PLOT PAGAN-WAs Af0t MARE FROAJ AyY&U NG 4XAT/QN _Pk AN N AN /NSM MENT%5Z1 VEYANR /S FOR THE _ USE .OF THE BANK 4N4 Y. UNDER NO ,�OT 5 7 We6-5T14//�/, c/PC- CIRCUMSTANCES ARE OFFSETS - TO,BE USED FOR FENCES, , ,WA444 H MC4 i�I�JNSTQB.C�E. / �•...w .+ ETC. OWNER BY.. o �T ��k :. 9 OF Mgf�9c .4R#f0py ENGINEERING /NC. ROBERT y� 60 EA%5r Fi4d.AOIAM H/GHWAY RAYMOND H EAsr Fi4�l.MOUTH M�4. 0.2536 2�583o SCALE: , DATE: SNEE/T STEp� C ! D ORAIYN BY. CHECKEOB)': APPp-.�8 FL M 'NQ EXIST. 1.) WN I RAG I UR IS I U VERIFY ALL LAIS I INU UUNUI I IONS Z &DIMENSIONS IN THE FIELD 0 HOUSE 2.) CONTRACTOR TO VERIFY ALL EXTERIOR MATERIALS, v) a, DETAILS,&FINISHES IN THE FIELD WITH OWNER Q¢N N 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS > STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 F<ca QM E-ti1 41 N I I 3d000 �41=on I NEW I I �-"m¢OX b PLATFORM o S c I I I I INSTALL FLASHING UNDER REMOVE EXISTING I HOUSEWRAP&DECKING M MASONRY PLATFORM I lul I DECKING I mA Al FLOOR JOISTS Qi P.T.2 x 6's(8 16"o.c. w INSTALL PEEL&STICK N RUBBER MEMBRANE BETWEEN LEDGER& 0 FLOOR PLAN 6HEATHING r04 P.T.2 x 8 LEDGER BOARD SCREWED TO 1-+--1 E— SOLID BLOCKING W/(2)LEDGERLOK SCREWS P,T.2 x 8 LEDGER BOARD SCREWED TO r h O 16'o.c.W/JOISTS HANGERS SOLID BLOCKING W/(2)LEDGERLOK SCREWS v DECK DETAIL ,6 o.F W/JOISTS HANGERS F 7 AZEK DECKING&RAILINGS. �I a VERIFY W/OWNERS <rj EXIST. F4 w a HOUSE Q t' P.T.2 x 8 LEDGER BOARD SCREWED TO O W A SOLID BLOCKING W/(2)LEDGERLOK SCREWS P.T.2 x Vs 16"o.c. '��II z 16"o.c.W/JOISTS HANGERS P.T.2 x Vs(�16"o.c. VERIFY NUMBER OF FASTEN tSON TREADS&RISERS (� F, BEAM W/ IN THE FIELD H2.6A TIE w c P.T.2 6's C 1W o.c. c FASTEN BEAM W/ NEW P.T.4 x 6 POSTS ON tY DIA. r,AC4 POST CONCRETE SONOTUBES TO 4'0" W p`' O BELOW GRADE.USE SIMPSON Z a ABU46 POST BASE 2-P.T. x 8 BEAM SCALE FASTEN POST TO - BEAM W/SIMPS IN A NEW P.T.4 x 6 POSTS ON tY DIA. I/4"-I'•O" AC4 POST CAPS CONCRETE SONOTUBES TO 410" FASTEN JOISTS TO Al BELOW GRADE.USE SIMPSON PAS: BEAM W/SIMPSON ABU46 POST BASE - 91812016 H2.&A TIES T-0" SECTION @ NEW PLATFORM VW&NO.: P1 P1 I A k I Town of Barnstable REc2Ei " 200 Main Street H annis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-2731 Date Recieved: 9/19/2016 Job Location: 190 WEST WIND CIRCLE,OSTERVILLE Permit For: Building-Deck Contractor's Name: CAPEWIDE ENTERPRISES L.L.C. State Lic. No: 143358 Address: P.O. BOX 763, CENTERVILLE, MA 02632 Applicant Phone: (508)477-8877 (Home)Owner's Name: PAPAS,THEODORE A TR Phone: (978)764-5231 (Home)Owner's Address: C/O KATHY VANKUILENBURG , NORTH BILLERICA,MA 01862 Work Description: Demo existing concrete steps and landing.Construct new stairs and landing per plan Total Value Of Work To Be Performed: $2,000.00 Structure Size: 0.00 . 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,.ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: 'Richard Capen 9/19/2016 (508)477-8877 Applicant Date Telephone No. Estimated Construction Costs./Permit Fees. Total Project Cost $2,000.00 Date Paid Amount Paid Check#or CC# Pay Type Tofa1 Permit Fee: ` , $110.00 7467 9/19/2016 k $110.00 XXXX-XXXX-XXXX- Credit Card _....................._.............._....-................................._....--..._........_..........................._................._.........:.............................. . : _. Totaf Permit Fee Paid: $110.00 . . 0111� �O'T s fl i•, y 1 TOWN OF BARNSTABLE, BUILDING DEPARTMENT Y HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION /fd 6t. Cz6/1C Number - Street Address Section Of Town— "HOMEOWNER" ,7 Name. dome Phone / Work Phone PRESENT MAILING ADDRESS , 2A/ � b City Town State Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to 'lallow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. . DEFINITION OF HOMEOWNER: Persons) 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 to six family, dwelling, attached or detached structures accessory to such use 'and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1. 1) Thefundersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. .i The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements HOMEOWNER'S SIGNATURE is 2- !i APPROVAL OF BUILDING OFFICIAL Notq: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction Control. HIScs !` r 1 e i. F i r HOME OWNER'S EXEMPTION Th"e' code states that: "Any Home Owner performing work for which a permit is required shall be exempt from the p�.rovisions of this sectionlding (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person(s)- for hire to do� such work, that such Home Owner shall act as supervisor. " try Many Home Owners who use this exemption are unaware that they are assumin the responsibilities of a supervisor (see Appendix g for Licensing Construction Supervisors, Section 2 . 1 ) .Ru This alack eof. latons awareness often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the unlicensed person a:s it would with licensed supervisor. The Home Owner acting as- supervisor is ultimately responsible. To ,.ensure that the Home Owner is fully aware of his/her. responsibilities, many communities require,,. as part of 'the permit application, that the Home Owner 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. r i a f i jo l is 01 it a s j. i 1 � Assessor's office(1st Floor): Assessors map and lot er i• �o�TIIE too Conservation L —/ — a11 p SEPTiC SYSTEM MU � e t 6 w Board of Health(3rd itoor): '"� NSTA LLED IN CoMpL Sewage Permit number °°"TITLES Tans 4 Engineering Department(3rd floor): /�� f r o MENTAL CO®E o tew.``d' House number E, r ;Definitive Plan'Approved by,Planning Board t9 TOWN REGULATIONS APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only' TOWN OF BARNSTABLE ° BUILDING INSPECTOR APPLICATION FOR PERMIT TO L /�ICG�JG !. ✓ G�L�i,'{V `/N) O�r_; �� � TYPE OF CONSTRUCTION Yr �� 19 �7✓ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to the following information: 7 LocationALa �W ����� C C).� G �✓��C�� Proposed Use �N f Zoning District Fire Dis(Vi L Name of Owner ifs✓ (�/Z azt///c ?/T->/tF Address Name of Builder JG/A&iz Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing 7 Fireplace Approximate Cost �` � Gd Area d� O Diagram of Lot and Building with Dimensions Fe v �. 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 ` PAPAS, ARTHUR- & ELAINE No 35453 Permit For ENCLOSE/OPEN DECK. Single Family Dwelling Location 190 Westwind Circle Opterville Owner `ilArthur & Elaine Papas Typeof Construction Frame Plot ' / Lot Permit;Granted August 11 , 19 9' �ApDate dfioaJU� 19 Date Completed 19 s �� l� s • fi ov Assessor's map and lot number ............................................. THE Sewage Permit number ... ... ...I......... ............... 33AUSTABLE. House' number ....... ... ............ .............................. 039 a N TOWN OF BARNSTABLE BUILDING INSPECTOR ,7r, lei APPLICATION FOR PERMIT TO ................ 1-o'l................ Y ..TYPE OF CONSTRUCTION ........... ....................................... ................... ................. ......... .................19& TO THE INSPECTOR OF BUILDINGS: The undersigned. hereby applies for a tj- ,permit according to the following information: Location ...... .1 �..... !I��.N�!..... : :. :... '�; `�:���.. ,-Z .............. v . Proposed Use ............ /'. ............................................................................................................. ZoningDistrict ......................... .........................................Fire District .............................................................................. Name of Owner (.0 Y4,Address ....... .................................. /7 Name, of Builder ............:K: ............... Nameof Architect ......................Address ........................................................ ........................... Number of Rooms .... F Foundation ........ROA.J.R. /' '-j.A,/' ..... ............... keK4�TrR a of n g .......Exterior ......... ........ . ..............Floors ................. ...............................Interior ........... ....... Heating Plumbing ................ .. ..... .. ........ > ................................... Fireplace ....................(,.) .. L r..........................................Approximate ....Cost ............ ....... ............ ... Definitive Plan Approved by Planning Board ----------------------------- Area .....A2 .................... Diagram of Lot and Building with Dimensions Fee ........./ ................ SUBJECT TO APPROVAL OF BOARD OF HEALTH N0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulatioris of the Town of Barnstable regarding the above construction. Name ...... ....................... Construction Supervisor's lice 4e. ..... THEO CONSTRUCTION CO'.?, 28557 One Story No ...******'***.... Permit for .................................... Single Family Dwelling. ..........a.................................................................... Lot .57, 190 West Wind Circle Location ................................................................ osterville ................................................... ............................ Owner Theo Construction .................................................................. Type of Construction. .Frame......................................... ................................................................................ Plot .............................. Lot ................................. October 18 Permit Granted .........................................19 85 Date of Inspection ....................................19 Date Completed .......................................19 F-0 u Assessor's map and lot `number ................... ... ....... .... of?"E ro Sewage Permit number Z BABBSTABLE, i House number ......: ....../, '................................ . s Mnea • �p 1639. \0� 0 YAK a' TOWN' OF BARNSTABLE BUILDING ECTOR INS•P . • f � APPLICATION FOR `PERMIT TO ........ ........... .lI. ...... (�1 .. TYPE OF CONSTRUCTION ................1/.( . ..:: �� .... ........................................................ .......... ..............19� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....Z4-7- .-47- .......W....�1........w�..n� ... �r..R. . .-L7.%VV<.,�4e............... ProposedUse ............ .. . . .. ....................................................................................I......................... Zoning District ......................TG....................................Fire District ............ Name of Owner � e.0 ....CO.�.�.��. .,c:-.Q.1!�,..Address ........ ...>1AYJq�.D-,J-7.lI.................. Name of Builder .. lei (�.....;5141—c— �e /PffAddress ........... ......�1�1K!Y..l.�.(.�I�7�T............... Nameof Architect ...................................................................Address .................................................................................... Number of Rooms .... .. .���.... �. �...D.I.N,. �(.. .Foundation .......P�'g"U�. .[ / .7. .... p `1 Exierior ......... /✓. I.. G....t� �!�� ..�1./`�� .rRoofing ....... ......niwaj..6.46. ........ Floors ..................C--A�.9.8C—..7:;f.............................Interior ...........0.Jk..V.... ................... Heating .......... .. .. !J..�r�— .. . . ..........Plumbing l? 1 .............................. '/ .......... t Fireplace ...................A..l.Y...6.F..........................................Approximate. Cost ............ ... .............. Definitive Plan Approved by Planning Board ---------------_---------------19________. Area ..../?X4R:...................... Diagram of Lot and Building with Dimensions Fee IIAIAW -01...... ... ... ................. SUBJECT TO APPROVAL OF BOARD OF HEALTH • v\ � 6 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 � �^`��' ' '!>G�fL� 6!•'� I Construction Supervisor's License .....��..,�.(f.(j.. .�. THEO CONSTRUCTION CO. g No ...28557- One Story .............. Permit for .................................... Single Family Dwelling ............................................................................... Location ...L.o.t..5.7........1.9.0..W.e.s.t...W.i.nd..C.i.r.cle O.sterville ................................................................................ Owner ...Theo Construction...Co................... Type of Construction ......Frame.......................... ................................................................................ Plot ............................ Lot ................................ Perrnit, Granted .....Or-tob.p-r..1.8..... .......19 85 Date,of,,Inspection ............................. ......19 A Date Completed 6%.......19 4.,mEREBYCER7/FY TH H/.S LOT/.5 NOT LOCATED /N ;ERAZ FL000 HAzAR . �Z & ` "AS S/,omv ON THE FEDERAL(. FLOOo /NSURANCE.RATE Amp FOR THE TORN OF t� COM. fUN/TY PANek NO. EFFECTlYE MTE;_,_ ROBERT E. RAYMONO, R.L S. DATE N07E: NORTH ARROW NOT TO BE i` y USED FOR W44R R(AMMES. � k - O C� -- i/0.001 e CDT_ 56 ,SOT 57 ,LOTS . _ _- 4No r Ia co a q� - /S TING O p O { (6 r_ n= 8 �; boN tb ' -- iio.OoL --- O lei//ND 3 3b TH/J P40T P4AN'WAS A(0;rA(o M 4W4 /o /NG A /ON _E aN A E � � T FUN AN /NSM&AACN7 SURVEYAND /S FOR THE - USE.OF THE BANK ONLY. UNDER NOG1L/,N.1P.. C/CPC. C/RCUMSTANCES ARE OFFSETS T0,BE ����ST4B�. ._`.__. _� _ _ _____._._�/��•,.. '�.•'� USED --OR FENCES, WALLS, ETC. __... . OWNED BYl o����tK o� Mgssq�y .4iPiPOI�Y ENG/NEERlNC INC. s� ROBERT ��, 60 EAST AA LMOZIM MGH1�Y.4Y Y . RAYMONO E.IST Fi4�t.MOL/TH A(A O.Z536 fn 9� ,N°.21583' �SGILE:r , DATE. SHEE Al �CISTE .3D D� C OSAW yBY: CHECKEOBI'` AP PLAN Na /D Af et µ BU.ILDING TOWN OF BARNSTABLE, MASSACHUSETTS =121-11�1i PERMIT : JOB WEATHER 7 CA,lO _ - . October 18, <85 NO 2855 6 GATE 19 PERMIT NO. I'tluo luridiL; - bUllL I f:ir1!iOUt)1 iiUltluiii APPLICANT ADDRESS IN0.) (STREET) (CONTR'S LICENSE) Build bwicdlll'1g 1 li:l'1;.Ii Family Dwellin:, NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) WL 37, 191) W'c-SIC -d-,ad l :L;.' �c'., Ostl:ryille.. D ZONING CT (J AT (LOCATION) (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION i TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sew-6-c 11)54-785 AREA OR 1916 sq. T t. 32,li00.00 PERMIT (. .� VOLUME ' ESTIMATED COST $ FEE '1CUBIC/.SOUAR�FEET) tr T o C011E;LluctlOIl OIII. OWNER :;- ti'n•.-:r.nn"'h� ',ia1r/ •�-/�-3��`t'Yt`�/ BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, M.L`EY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIt PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. .•,.c.�;;. +C,b. ' MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. j 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL I MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. '3. FINAL INSPECTION BEFORE I OCCUPANCY. O T THIS CARD SO IT ;IS VISIBLE FROM STREET BUILDING C ON APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 2 2 � 2 3 7 IVY G I 3 HEATING INSPECT ING;AP ROVALS REFRIGERATION INSPECTION APPROVALS 1 1 illyT,NKi�s tr+dy I !q g6 WORK SHALL NCT PROCEED UNT;L THE PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD :INSPECTOR AAS APPROVED T4E 'JAR. WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. OR WRITTEN NOTIFICATION. a'�y��•. TOWN OF BARNSTABLE BUILDING DEPARTMENT _ BsaaSr rua TOWN OFFICE BUILDING �9 'e39' HYANNIS, MASS. 02601 �OIUY M. MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #...... ............_....... _.._......_......... _......__ ..... issued to 0_t ,„(� ,�/l/!�r .....0 ...........- _.._.. Please release the performance bond. w o•*"'* TOWN OF BARNSTABLE Permit No. .._..28557 Building Inspector Cash Doll-'A OCCUPANCY . PERMIT Bond X Issued to Theo Construction Company Address Lot #57, 190 West Wind Circle, Osterville i Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date 3 Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 11 F THE MASSACHUSETTS STATE BU DING CODE. _._ 19k— '� _ � Bui ing Inspector i i �+ 12'-0' ,d.0 28-0 FAMILY r ROOMiD o (VAULTED CEILING) ON. �r KITCHEN O BATH BEDROOM (VERIFY KITCHEN LAYOUT W/OWNER) Q m`� IN. UN. O GARAGE 7 ��`J ON O CLOSET _CLOSET — _ CLOSET — q iD CLOSET I O LIVING BEDROOM Barnstable Bldg. D t. As UP Approved by: oc Permit #: q N Q SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® HEAT DETECTOR 14-0' 40-0" FIRST FLOOR PLAN TOHSTR CiNEN.THE SEHtND IEDIIANY COTRAC EXISTING CONDITION PLAN FOR. SCALE : ERRORSORp WIDNSAREFOUNDON DRAWING NO. ®Qrf] COTUIT BAY DESIGN, LLC THESEDRE FONSSLEFOR HEOONF TENT 114 V-0 CONSTRUCTgN.THE BURDING CONTRACTOR EXISTING _ 11 43 BREWSTER ROAD IN THESELL BE DRAWINGS S I FONSTRUC ION C THESEDRAWINGS IF COTIMNGTHE MASHPEE MA. 02649 DESIGNNGESWDHOUT"O ORONTNE THESEDR_GSARRORSORCl1RTHEU 190 WEST WIND CIRCLE DATE : �� THESE DRAWINGS ME SOLELY FOR THE USE EX1 PH. (508 274-1166 OF THE OW ER NOTED.ANY OTHER USE OF i TAXT�CCTUN OOFW0NTFR WRRTEN OSTERVILLE, MA CONSENT OF THE DESIG ER UNDER THE FAX 5 - COHSENCTURALCOPf gMPROTECTgN 5/25/2018 14'-0' - 37"$' 74' F-sKYLIONT I STUDY O BATH BEDROOM I ABOVE 1 L__J IN. UN. HALL DN II II [� N CLOSET CLOSET CLOSET CLOSET ,I BOVEHT I ❑ ❑ ATTIC ATTIC o . (V 14'-0. 40'-0. SECOND FLOOR PLAN THEDEERRMSIM BNALLBENOTIFIEDIFMY SCALE DRAWING No. ®Q� COTUIT BAY DESIGN, LLC ERRORSOR0IAISBHEWILINGCONON EXISTING CONDITION PLAN FOR: TNESEDRII-G MIORTOSTMTOF SC L 1':. CONSTRUCTION.THE BUILDING CONTRRCTOR 43 BREWSTER ROAD IN THES L BEE DUAIISBLEF FI THEONSTFt CONTENT IN TNESE ES AIINGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENDESWSAFIES)ELYINGTNE 190 .WEST WIND CIRCLE OFTHE ROFMYERRORSOTHERUIONS. DATE : EX2 . �`�` THESE OR OF-Y ER SOLELY FOR THE USE PH. (508 274-11 VV OFTNEOWNER NOTED.MYOTXER USE OF MT�DCNING9REDUWES THE MITTEN OSTERVILLE, MA FAX(5O ) 539-9402 CGNBENTOF THE DES*RERUNDERTNE 5/25/2018 MCNREm.R�COPYRIGHT PROTECTION 4"" BATH D q 'v UTIL. ------o--- - - ----o----- - - -- q N m —— N GAMEROOM UP O 40'VY BASEMENT PLAN THE DRAWNGSAII R TOSTAR IF MY EXISTING CONDITION PLAN FOR: SCALE : ERRORS OR OMISSIONS ME FOUND ON ®Q COTUIT BAY DESIGN, LLC THESEDRAMNGSPRIORTOSTMTOF DRAWING NO.CONSTRUCTION.THE SURGING CONTRACTOR 43 BREWSTER ROAD IN THESE DSPONSIS I FOR THE CONTENT 1/4" = V-0" C THESEDRAWINGSIF CONSTRUCTION MASHPEE MA. 02649 COMMENCEFMYERRORSORWISS WITHOUT NOTIFYING E g0 WEST WIND CIRCLE DESIGNER OF MY ERRORS OR OMISSIONS. EX THESE DRANINGS ME SOLELY FOR THE USE PH. (508 274-1166 OFTNE O-ER NOTED.MY OTHER USE OF DATE : p; TNESEDRAPoNGSREOUIRESTHEWRrtTEN OSTERVILLE, MA 7/6/2017 FAX (50 ) 539-9402 ,mCNrtECTURALCOPYRIGH7 MOT TON ACT OF Im. EXISTING 12'� EXISTING EXISTING HOUE DEPTH IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS m HOUSE GARAGE IS 2&'-0 CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) DOUBLE POCKET DOOR$, FEHestlunoa slcruDNr cEaOro wood FaArEow noon eASEs�Enr wAu e�tSEa�Nr SiAa caAwt SPACE 32"FROSTE�aa�aayyyyyyyyyyyy((((((NEW K`I usnCroa u.FAcr0R R wVAL a-VALUE a-vuue a-vuue awuUE a-wuUE 2-13/4" LVL HDR o.]O MASS. 0.55 .e 20a19.5 I0 IWO 10NFT.DEEP) 15RO NOTES, 5'4- I 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. i4 ANDERSEN 101-8" I 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 19 OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL A A 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS A4 4.13 R-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR ANDERSEN 4 I- &R13 CAVITY INSULATION FWH60611 RE-BUILT ECrFN D FAMILY ROOM (VAULTED CEILING) m 8'-0' 4'-0" ANDERSEN TW2446.2 . I NEW. &'-27/& PATIO" i I I L---------- ANDERSEN . EXIST.SEPTIC TANK 4541046-18 VERIFY LOCATION IN DH BAY WINDO THE FIELD VERIFY ALL LANDSCAPE.PATIO,GRADING, 8 STEP DETAILS IN THE FIELD W/OWNERS PRIOR TO START OF ANY WORK CUT NEW STEPS INTO EXISTING GRADE,VERIFY IN THE FIELD FIRST FLOOR PLAN 12 EXIST. NOTES: LEGEND: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS EXISTING WALLS &DIMENSIONS IN THE FIELD --� CONSTRUCTION TO BE REMOVED 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, NEW CONSTRUCTION t2 I EXIST., DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS j STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TOPOFPLATE 5.) 110 MPH EXPOSURE B WIND ZONE gl 1,LE l MGv�t�T 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ° j OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD ,UL r 2017 TOVI 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS `' o 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF " ;31 E ALL SIMPSON COMPONENTS FIR.TL Lol R 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS SUBFOOR TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE i 24'-W I 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED t6'-0 I i zs o 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY i T EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION LEFTS'I D'.E E L E VA 1 I O N INSTALLER/CONTRACTOR. 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED ' I , -ANY SCALE DRAWING NO. ERRORS RSIOR OMISSIONS ARE F IFy ' BQ COTUIT BAY DESIGN, LLSTTOa NEW ADDITION/REMODELING FOR ' L BE �DILo 43 BREWSTER ROAD wTHESEDRAWIN DRAWINGS CONSTRUCTION o STRUCT�U L 1/4-1 = 1'-01' IN N14EN DRAWOAS IF C0TIFYIN THE MASHPEE MA. 02649 `°�°� 5 °"�"�"°"� 190 WEST WIND CIRCLE 1 DESIGNER DRAWINGS ARE ERRORS OR 9.fc1STEP�O PH. (508)274-1166 TOF THE OWNER HESEDAWING°TE°'ANYDHER USE WRITTEF' �,Ogss DATE :J THESE DRAWINGSOF DIE RE SIGNER THE RTHE N � 7/6/201/ �T�,Q OSTERVILLE, MA FAX (50 ) 539-9402 CONSENT OF ' Aap01ECTURAL COPYRIGHT PaorEcnaN i Al i i 4 1 I t [EHIIEH NEW ROOF LINE TO ® I FIT UNDER EXISTING 1 WINDOWS i i t2 VERIFY • NEW PVC RAKE BOARDS 5 IN FIELD TO MATCH EXISTING III Niq I NA I - TOP OF PLATE, ® NEW PVC C EXISTING OAR0.S TO MATCH EXISTING t I r-N EW AZEK OR RDI!TRANSFORM .� RAILING&AZEK DECKING p NEW W.C.SHINGLE ' SIDING TO MATCH { FIRST FLOOR EXISTING SUBFLOOR ® i BRACKETS-- NEW RETAINING WALL FOR PATIO VERIFY ALL DETAILS IN THE FIELD i t VERIFY ALL LANDSCAPE,PATIO,GRADING, &STEP DETAILS IN THE FIELD W/OWNERS PRIOR TO START OF ANY WORK 12 REAR ELEVATION EXIST. 1 . I2 NEW ASPHALT ROOF SHINGLES EXIST. i 70 MATCH EXISTING NEW PVC FASCIA,FRIEZE,6 SOFFIT BOARDS TO MATCH EXISTING .: TOP OF PLATE LLLJ FIRST FLOOR SUBFLOOR BRACKETS W/ I (2)TIMBERLOK SCREWS EACH END LLIJNEW P.T.B x 6 POSTS RIGHT SIDE ELEVATION--. . rTHE RROs,"��S"EFF�� NEW ADDITION/REMODEiLI,NG :FO"R: SCALE : DRAWING NO.: ENRDRS OR 01.9 Wa S ENO NOTIFIED ON ` COTUIT BAY DESIGN, LLC TNE9E°U^ -°�°�T°�^�� Zia°coNs7RucnoN.T1 E euu wNo coNrN�CTON 43 BREWSTER ROAD MUSE IF ONMUCIONT IN"'E DRAWIN091F GONSTRULTHE CESIGKNLES%=YOM TND71FY9x:711E A2 NIASHPEE MA. 02649 THESEEROFANYENROR90yFORTMISSIONS. 190 WEST WIND CIRCLE f THESE DRAWING9 ARE SOIELY FOR THE i DATE PH. (508 274-1166 OF THEOWNER NOTED.ANYOTNEN Dg°F FAX 50 539-9402 THESE ORA�NOSR�U9,NE 7/6/2017 ( CONSEMOFTNEDE91OtERUND-r OSTERVILLE, MA ARLNITECTURAL COPYRI(4TT PitOlECfgN ACT OF 1990. ; . I ' TYPICAL ASPHALT j ROOF SHINGLES, I 5/6"CDX PLYWOOD SHEATHING ' 2 x 10 RAFTERS 158 FELT PAPER USE SIMPSON H2.5A HURRICANE CLIPS 1 WIND WASH AT ALL RAFTERS ENDS V • BARRIER 37 WIDE ICEANATER SHIELD i ALUMINUM DRIP EDGE 2K2J 2.1 3/4"xa LVL HOR. 1 x 3 STRAPPING W/ 1 x B FASCIA BOARD 1)2"GYPSUM BOARD- 01 = 2 2J p i 1 x 4 SOFFIT BOARD - x I I 1 x CONT.VINYL SOFFIT VENT ( y� 1 x 3 SOFFIT BOARD TYP.2 x 4 WALLS 1 314"CROWN A. I t x 6 FRIEZE BOARD A 3 i 1 ( I i 2K.2J DETAIL AT WALL J m 2K,2J SCALE: 1/2"=1'-0" Fo 2K,2J -. 2K2J K `o O � I I I � 2K,2J 3.1 3/4"x 1/4"LVL HDR. 2K2J I NEW ANDERSEN BAY WINDOW I TO HAVE CABLE SUPPORT I 4 z 6 POST FROM RIDGE SYSTEM W/SITE BUILT ROOF DOWN TO HEADER ON § STRUCTURE I EACH END OFAIDGESEAM iD , i 2&4r 1d'-0" 12'-0" ROOF FRAMING PLA NOTES: 1.) ALL ROOF RAFTERS TO BE2x10's NAILING SCHEDULE UNLESS OTHERWISE NOTED 110 MPH EXPOSURE B WIND ZONE 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS ;NAIL SPACING 3.)VERIFY GUTTER TYPE/LAYOUT ROOF FRAMING: ' W/OWNERS BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3.16d EACH END 1 . 1 WALL FRAMING:. _. . i I TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS "i I INSTALL FLASHING UNDER STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. ! HOUSEWRAP 8 DECKING HEADER TO HEADER(FACE NAILED) 18d 16d 16"o.c.ALONG EDGES DECKING FLOOR FRAMING: L m JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END BLOCKING TO SILL OR TOP.PLATE(TOE NAILED) ' 3-16d 4-16d EACH BLOCK FLOOR JOISTS LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) I 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3.10d PER JOIST P.T.2 x 10's®16"o.c. BAND JOIST TO JOIST(END NAILED) 3.18d 4-18d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3.16d PER FOOT INSTALL PEEL 8 STICK ROOF SHEATHING: RUBBER MEMBRANE WOOD STRUCTURAL PANELS(PLYWOOD) BETWEEN LEDGER 8 RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 8"EDGE/6"FIELD SHEATHING RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD P.T.2 x 10 LEDGER BOARD SCREWED TO GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6".EDGE/8"FIELD SOLID BLOCKING W/(2)LEDGERLOK SCREWS GABLE END WALL RAKE OR RAKE TRUSS i 8d 10d 6"EDGE/6"FIELD 16"o.D.W/ZMAX LU210 JOISTS HANGERS W/STRUCTURAL OUTLOOKERS ` INSTALL SIMPSON DTT1Z GABLE END WALL RAKE ON RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD TENSION TIES AT(3)LOCATIONS - FROM HOUSE TO DECK JOIST CEILING SHEATHING: I ! — (1)EACH END GYPSUM WALLBOARD I 5d T'EDGE/lW FIELD DECKDETAIL WALL SHEATHINGWOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 1/2"6 25132"FIBERBOARD PANELS 8d — 3"EDGE/8"FIELD 1/2"GYPSUM WALLBOARD I 5d — T'EDGE/10"FIELD FLOOR SHEATHING: j WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS Sd 10d B"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGEAr FIELD I THE DESIGNER SMALL BE NOTEED G ANY SCALE : DRAWING NO.: ERRORS OR OMISSIRIOR TO FOUIOON NEW R E'M O D E L I N G FOR.: 8 Q� COTUIT BAY DESIGN. .LL CONSTRUCTION, O THESE N,THE10/N10STMT OFLONG 1/4" = r-o° CILL BE ESON.TIE FOR CONTENT CONTRACTOR ' WILL BE RESPONSIBLE FOR SIR CTIO Nf 43 BREWSTER ROAD M THESE DRAWINGS FCDH31R11 THE I MASHPEE MA. 02649 DESIGNER FAN„ERRORS RO&U SI 190 WEST WIND CIRCLE DESIGNER DRAWINGS R ANr ERRORS oR FOR THE S. i DATE + OF TH MRN ARE AM OTHER FOR USE USE I FAXPH. (508))274-1166 DRAWINGS N THE W OSTERVILLE, MA (508)539-9402 CONSENT EDETRIGH WROTE 7/6/2017 ARCMRECTURAL CDPYW01R PR0IEDNON j � A3 I I ................................................. P.T.2xlOLE ER EXISTING SOLIDBLocKNGWB2)LESCREWED SCREWS EXISTING i HOUSE '�'°'o'w/2A1AxLu21oJo1srsHANceas GARAGE P.T.4 z 8 POSTS ON 12"DL4.CONCRETE I. INSTALL SIMPSON DTT1Z TENSION TIES AT SONOTUBES TO 4'0"BELWO GRADE.USE a (3)LOCATIONS FROM HOUSE TO DECK i SIMPSON ASU46 POST BASE 8 A04 OR ACE4 u JOIST(1)AT EACH END POST CAPS 1` f i I A A _44 N ) I / E r. t! NEW P.T.2xBs@16"o.c. I rp I ! f B'c NEW P.T.2 x 12's 16"o. ! ' OR P.T.2 x Ida @ 12"o.c. i I —_—————— W/MID-SPAN BLOCKING P.T.6 z 6 POSTS ON td'DIA.CONCRETE i SONOTUBES W/24-DIA.BIGFOOT I � FOOTINGS UNDERNEATH TO 4'0"BELOW I GRADE.USE SIMPSON ZMAX ABU66 POST TO Po TS Wl SIMPSON ZMAX AC6 O ACEB .T.2 x 10 B ` POST CAPS r I L----------J 7 I FASTEN JOISTS TO BEAM W/ ; v EXIST.SEPTIC TANK SIMPSON H2.5A TIES TYP. ROOF VERIFY LOCATION IN I -2 x 10 ROOF RAFTERS i g 18"o.c jr THE FIELD ( -5/8"COX PLYWOOD ROOF SHEATHING .k 4'-B 7/B" 4'•6 3l8" 4'-8 7/8" -ASPHALT ROOF SHINGLES -15LB.FELT PAPER 2B4? 14'-T I -l l"HI-R BATT INSULATION f {{ @ SLOPED CEILINGS.(R-�9) } FOOTING/FRAMING PLAN 1@FLAT CEILINGS I @ FLAT CEILNGS(iY-d9) j -MULTI LVL RIDGEBEAM ) VERIFY ACTUAL ROOF PITCH IN THE FIELD TO FIT UNDER I -ATALLSIMPSON H 2.5A HURRICANE CUPS EXISTING WINDOWS ' AT ALL RAFTER ENDS i -1 3/4"z 11 7/8"LVL RIDGBEAM 1 -ICE/WATER SHIELD AT BOTTOM ( 3'0"OF ROOF C •PROP•A VENT BETWEEN RAFTERS 12 2 x 6's @ 16"o.c I 12 -WIND WASH BARRIERS ' Q 5 -ALUMINUM DRIP EDGE .5 i I I I NEW 4 It 4 POST FROM RIDGE DOWN TO NEW HEADER ABOVE DOORS Wl i I I TOP O PLATE I I GANGED STUDS DOWN TO FOUND. 'r ___ _---1L---- ___ r ----------1L--- - k' - LC 12"GYP.BOARD NEW HEADER -3-1 3l4"z 7 1/4"LVL ON 1 x 3 STRAPPING ---- I I 1 @ 1B'O.C. I NEW PKT.DOORS ; TYP.WALL CONST. I I 1.2 x6 STUDS @16"o.c RE-BUILT it 2.lrr'PLYWOOD SHEATHING I I I I I I 3.8"(R-20)BATT INSULATION I F i i SUNROOM j 4.12-GYPSUM BOARD {f I I I I I I 5.W.C.SHINGLE SIDING i R.TYVEK VAPOR BARRIER t I I 7.BALLOON FRAME GABLE END WALL I FIRST FLOOR I i SUBFLOOR-GLUT&NAILED II I SUBFLOOR I I t I I 2x12'8@18'0. I ; 3-P.T.2x 1Ys P.T.2x 12's@16"o.c 6j rl I P.T.2 x Vs @ 16"o.c I' 2-P.T.2 x Be { P.T.PLYWOOD.SEAL Ig P.T.6 x 6 POSTS ON 10"DUL CONCRETE ALL JOINTS ,3 SONOTUBES W/24"DIA.BIGFOOT t FOOTINGS UNDERNEATH TO 4'd'BELOW GRADE.USE SIMPSON ZMAX ABU66 POST P.T.0 x 4 MIN.18'KNEESI BASE W/5/8"J-BOLT.FASTEN BEAM TO AT CORNERS,FASTEN W/ POSTS W/SIMPSON ZMAX AC6 OR ACE6 VE BETKA REWS(2 ID o POST CAP i P.T.d x 8 POSTS ON 12"DIA CONCRETE SONOTUSES TO 4'0"BELOW GRADE.USE SIMPSON ABU46 POST BASE&AC4 OR ACE4 POST CAPS • I I A REVERSE SECTION @ SUNROOM A . BUC'LDING SECTION 0 SUNROOM A4 A4 i WE DESIGNER SW �RE NOTFIE01F ARr - - - I , tN�,u e„ SCALE DRAWING NO. ERRORS OR OMISa10pa ARE FOUND ON ^4 COTUIT BAY DESIGN, LL TM TMF u ^c .� NEW REMODELING 'FOR: µlWE 1/411= 11-09. 43 BREWSTER ROAD IN MSE DEMONN GSI ONSTRU O IN TIES ESPO SIX FOR niE CONTENT E DILD COw1ENCES Wff1/OUT NOTFYDxi T4i I i S �'T 7'1�4 L N MASHPEE MA. 02649 DESIGNEROFA ERRORS OR°�°S51°N6. 190 WEST WIND CIRCLE i I H°� OF TIE OOWW/d31�.�"TEERR USE qF In�p� DATE PH. (508 274-1166 r i / 7/6/2017 j A4 CO THESE DESIGNER TIE MRTHB/ p1 FAX (508)539-9402 OSTERVILLE, MA . I, i i i LOT 46 LOT 45 m o FA/ f' UIH BENCHMARK: ROAD / NAIL & CAP EL 45.02 PRO,�CT; LOCATION CB H PIPE 44.3 PAVEMENT - ('� Q(� WEST WIND FOUND EDGE OF / V I 1 �./�� CIRCLE FOUND 40 WI -- ' E ( D / CATCH WIND / WEST BASINS L. OF PAVEMENT 44.9 45.5 LOCUS MAP G NOT TO SCALE 44.6 LEGEND 43.7 PP GUY 9169-17 WIRE N47'21'26"E 45.0 110.00' GAS ---42 ---- EXIS77I1�G 2' CONTOUR • 45.1 /I FLAG 40 EXIS77NG 2' CONTOUR / +44.5 EXIS77NG SPOT ELEVA77ON �I D / LAWN I. o PP � EXIS77NG U77LITY POLE 3 _ cn /: 51 CB/DH n 0 CONCRETE BOUND W TH DRILL HOLE r' 45.2 FOUND < / 44,8 1�. LOT 57 61 try �h zl W GENERAL NO TES: Q / / LAWN �\ o 01 \ ; 1. HOUSE NUMBER: 190 D I 45.0 LOT 56 2. ASSESSOR'S INFORMATION.• MAP 121, PARCEL 011„ LOT 57 LOT 58 45.s \ 3. FLOOD ZONE.' X PANEL NO. 250001 0544 ✓ (7116114) cyl \ o I 47.5 4. ZONING DISTRICT-,' RC 426 p CONC. WALK 48 - 5. OVERLAY DISTRICTS- WELLHEAD PROTEC77ON DISTRICT & ZONE II o \ / WALL 44.0 n TEP 48.6 12.8' / 42.9 6. LOT COVERAGE BY. 47 8 A. EXISTING STRUCTURES.• 1,741 S.F./ 16,500 S.F. = 10.6.E rn�\ EXISTING GARAGE �\ HOUSE N190 Q6\ B. EXIS77NG & PROPOSED STRUCTURES.• 1,807 S.F./ 16,500-sF. ll.0x / m \R� / F.F. EL. 50.91 \\ z / 7. TOPOGRAPHIC INFORMA 77ON COMPILED FROM AN ON THE GROUND SURVEY m / F.F. 47.6 42.7 42.75 8. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM 1988. \\ SCREEN NEW PORCH STAIRS 39.6\ A2 PATIO F.F. EL. 41.8 SHR. 50.26 7.2 NEW 42.4 43.2 _ 44.5 , _� , / ���I 41.5 ;\0��� ------- -Jn r,i �Sz ,PAn2 47.4 s SITE PLAN FAA// Y 0p 47.2 o� -,48- FOR / �y �y� / I 00 ;+44.4 LAWN \\ ��� a ; �o��' ! THEODORE A. PAPAS TRUST 110.00 S4T21 26 W CB/DH / EXISTING FOUND #190 WEST WIND CIRCLE SEPTIC SYSTEM (LOCATION OSIER t/ILLE, MA APPROXIMATE) PARC1�'L >O> PARM >Oz Scale: 1 =20 Date: DUNE 26, 2017 r - 4�H OF A4,} SS9�yG Xanwick y &, .-,A- ssociates Inc. GARY S.LABRIE :... /� 20 O 10 20 40 No.aoo3s DRAMIV 8� LM, R.Jw. DA7E 067 U 63 County R Box 801 : . I 6m m mwJ GIST a North FalmomtA Aws MfM laR1E=ED BY: S vEFT 1 or 1 �N�t L SCALE.- I INCH = 20 FEET (J108)}563 P,;Ypp, R•ILa►d Pm,(Wts 2004 jSS170. jdw9 jSS170TMv dwg '; 17