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i Ii �! I I I i I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map — Parcel— a�. Application # -1 - l?6 q Health Division �� �� Date Issued 3O Conservation Division �� 0 � Application Fee Planning Dept. 4!6' Permit Fee 36 Date Definitive Plan Approved by Planning Board �T Historic - OKH _ Preservation / Hyannis �F Project Street Address 3 6 15Asr lAivE Village CQur Owner :ANE hVI-1EIL Address N70 hYp Telephone 0 fpj Permit Request I G. 3 X /z. A b pi.�;oK of A flyox 06M 34-NROOM VeW Dect . uJi4-4 coveve4 ekT,ey A--rye yy 4 7,4 6- Square feet: 1 st floor: existing___ proposed 2nd floor: existing proposed / Total new Zoning District R i% Flood Plain Groundwater Overlay Project Valuation 31000.00 Construction Type " DUD FX_P1Mt Lot Size 0 •`F r/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: U-Yes ❑ No On Old King's Highway: ❑Yes W-No Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new f Half: existing new Number of Bedrooms: y existing 0 new Total Room Count (not including baths): existing 6 , new , First Floor Room Count 7 Heat Type and Fuel: C4as ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes )'No Fireplaces: Existing I New 0 Existing wood/coal stove: ❑Yes a<o Detached garage: ®'existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 0/A Recorded ❑ Commercial ❑Yes Z No If yes, site plan review# Current Use .SIW If f,+Md y lWid e07Ts/ Proposed Use -IA ml APPLICANT INFORMATION rOy (BUILDER OR HOMEOWNER) 0 u1 V.c/J Fain C a vK,c rid '�'• /J G� �,�� r � Name M I c�j 4 P I e 8/4M t:� Telephone umber _-11 — e4-.I AIr Address qo C na LUrd 20 R A Pa B nX A�- License# C S FA U 5 9 3 37 C O+ut;1 %A14 0 2fo 3 C Home Improvement Contractor# 1(3 c/o tOWD60�F4m � �e#4 CASEWorker's Compensation # ,� CG Email ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I D wK e BAPX,4 lle- tQO ; / SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION.# DATE ISSUED f MAP/ PARCEL NO. f ,f r ADDRESS VILLAGE v OWNER DATE OF INSPECTION: /f FOUNDATION 'S FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 3 6 EA Srr L A i E cerru,-r 1��q AWC Guide to Wood Construction in High Wind Areas: ]] mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Check Compliance SCOPE Compl WindSpeed(3-sec.gust)................................................................. .................................................110 mph WindExposure Category.................................................................. ............................................................. B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)��stories <_2 stories ✓ RoofPitch ..........................................................................(Fig 2) ........................................... ::� <- 12:12 �✓ MeanRoof Height ..............................................................(Fig 2).................................................I`--ft <_33' �1 BuildingWidth,W...............................................................(Fig 3)................................................ 1Z'ft <_80' 1z' BuildingLength, L ...........................:..................................(Fig 3)................................................j(.W ft <_80' —� Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. 1.50 <_3:1 Nominal Height of Tallest Openingz ...................................(Fig 4)................................................ .iC'B <_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 FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)............................................... 40 in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... " in._6"-12" Bolt Embedment-concrete........................................(Fig 5).................................................&" in. >7" Bolt Embedment-masonry.........................................(Fig 5)........................................... — in.>_ 15" ✓ PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x'/<" �l 3.1 FLOORS / Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................6 ft<_ 12' ✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................0 ft <_d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................10-1, ft <_d ✓ FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ................................................(per 780CMRR Chapter 55)...................� in. Floor Sheathing Fastening..................................................(Table 2)... d nails at 6 in edge/ '� in field ✓ 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' t/ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................L in.5 24"o.c. ✓ / Wall Story Offsets ........................................................(Figs 7&8)........................................... ft <_d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)......................:.......2x ft in. ✓ 9 (Table 5)..............................2x - ft in. Non-Loadbearing walls................................................ Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. ✓ WSP Attic Floor Length...............................................(Fig 11)..........................................-` -ft>-W/3 Gypsum Ceiling Length(if WSP not used) ..................(Fig 11). ..........................................(6Lf ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no. of 16d common nails) .............(Table 6).........................................................._6 !/ AWC Guide to Wood Construction n l igh 7`nd Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 6�j1/d Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 7) ....................................................... 2- Non-Loadbearing Wall Connections / Lateral(no. of 16d common nails)..............:................(Table 8)........................................................ �. ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. 3 ft 0 in.<-11' r� Sill Plate Spans ........................................................(Table 9).................................. 2 ft 0 in. <11' Full Height Studs (no. of studs)...................................(Table 9)........................................................ 2 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans................................. ) 3 ft 0 in. <- 12' f p ............................(Table 9 .................................. Sill Plate Spans...........................................................(Table 9).................................. Af ft 0 in. <-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 Opening2 ..............................................................................11 <-6,8" SheathingType.............................................(note 4)......................................................ws0 Edge Nail Spacing.........................................(Table 10 or note 4 if less)................... ... 9 in. .� Field Nail Spacing .........................................(Table 10)................................................. Shear Connection(no.of 16d common nails)(Table 10)........................................................3 Percent Full-Height Sheathing.......................(Table 10).....................................................34 % 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... �L Maximum Building Dimension, L Nominal Height of Tallest O enin2 .................................................. <6'8" SheathingType.............................................(note 4)...................................................... Itap Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... L in. Field Nail Spacing .........................................(Table 11)................................................. !L in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)....................................................&2% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding / Ratedfor Wind Speed?............................................................. ................................................................ ✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. . Sft<-smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=1-70 plf Lateral.............................................(Table 12).............................................L=L4 plf / Shear..............................................(Table 12)................................ S=�� plf 1/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)Colbr..l.l. l. T=�plf L/ Gable Rake Outlooker.........................................(Figure 20)............. ,. ft<-smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U=.'4/q,lb. Lateral(no.of 16d common nails)...(Table 14)...................................... L=22 Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... .............................................5�&in.>-7/16"WSP RoofSheathing Fastening...................................................(Table 2).......................................................... !/ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone 3'd/ Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 00//` 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 —1M1tl-IEN THIS EDGE REM ON FLAMING USE Sd NAILS A-rfiloc. 11 11 11 11 1{ 1 11 11 IL 1 1.1 11 11 11 1 /1 II 11 11 1! II 11 11 I 11 11 11 N 1-1 1 LI 11 11 S [ 1 11 IL o I ,CC 1id 1 V N 1 Y 11 II 1 II r O f1 �j'F 1 m L Q 11 I[ do z 11 1{ 1 ill h 11 '� Q IL 11 I[ 1 O. II � IL 11 II 11 41 1 1 X.1{ lu - I ui 1 11 1 [11 (� I I! C. it [ lLj 1 C. II _& II Q II it W 1 Lj I1 11 F- 1I I I 1 1 1 A t 11 11 11 1 11 {1 { D068cL�E93yi G�E -- �\ �LAI��fACll� - 1 1 PANEL d 6 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone y J f Massachusetts Checklist for Compliance(7so CMR 5301.2.1.t)1 1 Q , i 6Z� i Q4 i 1 � 1 u m 1 1 a na 1 i FRAMING MEMBERS I I i 1 EDGE WERMEDIATE 1 " 1 1 STAGGED 3"MIN WNL PATMAN PANEL PANWV EDGE DOUBLE NAIL EDGE SPAMG[WrAL Detail Vertical and Horizontal Nailing for Panel Attachment t HAROLD CAPONS / Residential Design 5 Spinnaker Street Sandwich,MA 02563 • . 508.477,5213 508.566.3663 July 24,2015 cY Marylou Fair,Administrator Barnstable Historic Commission ' a 200 Main Streets'. n, Hyannis,MA 02601` Regarding:'Butler House t 36 East Lane Cotuit,MA { Dear Marylou As per our recent phone conversation,I am providing'you with photographs,existing house and proposed addition drawings for the Historic Commission's review to determine if a public hearing`is required for the proposed work. Please let',me know if you need anything further. : s . You tw\ Harold A.Capone: 1 Harold Capone Residential Design 5 Spinnaker Street s Sandwich,MA 02563 �7' t C� , 508-477-5213 Vk �4 F9 * � .« as y � q s tt ' ffr _ �j�.�"♦tsya�, _ � ! 3� � �,_..�--'--- 'ems' r��4 x: {y� ,tiy{ ;� y {e/+Y�1.'.'°i ♦ S]k{ �'.._�,�_r.-w^♦1�..'—"r'r`p '�4�4 �,. � '`�. r/'Y" � Elam wlik a, Fai. w f e. � � My+.+++�+-..rr..^�' s+{^�^'° ' - �r � r✓ . .,'t2 '?'..�,we RjrV' K + .. All � - . o To TC 1 PoR¶�N TD F.*-e Km0\0 EXC� _ J . p�lG�� StD� g. 4 d li 0 .� I.�fT SIDE 0 - �`100 rr t it :-+ ...:.� ' �... s•.,y.A,. �� - .' i 1 � u - 110 ro�� �t� 0 0 � i _ � - fkoQ���v R�k� s�n�. �RoPosED . LSfS SIDE 3 G E:A,5-r 1,A N 4?, v Massachusetts-Department of Public Safety Board of Building Regulations and Standards ° Construcfilori ter. License: CSFA-067337 MICHAEL L Y.EB AN 40 CRAWFORDD coTUIT MA 02W Expiration 0710312097 Commissioner �y C-411 uc�irrUeGts ie Vay�A airs& Regulation Office Of Consumer Affairs A ME IMPROVEMENT CON-TRACTORType: eg►stration: .043 1 pwate Gorporatio xpiration: :7113120 lfi LEBLANC BUILDERS:CO.INC. Michael LeBlanc '' 40 Crawford Rd. Undersecretary \Naquoit,MA 02536 License or registration valid for individul use only before the expiration date. If found return to: office of Consumer Affairs and Business Regulation l 10 Park Plaza-Suite 5170 Boston,MA 02116 r V Not valid without signature Restricted-One-and two-family dwellings or any accessory building thereto,irrespective of size. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit. www.Mass.Gov/DPS nnxivsTnat.e. * �� MAM 39. Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, N� �V"tl R ,as Owner of the subject property hereby authorize k 2 P>1 (tyl C B Ud l d-e✓J -E/V C. to act on my behalf, dichgQl kt8100112 in all matters relative to work authorized by this building permit application for: 3 (o CgSr 1,/ANe C O+u4/ MA_ (Address of Job) Signf.re of Owner Date N'C 14 • 'BU J-If TZ Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\DecolliMAppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\2PIOIDHR\E)PRESS.doc Revised 040215 LEBLA-1 OP ID: DC A�RD CERTIFICATE OF LIABILITY INSURANCE DATE 06108/20/ YY) 0610812016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NONTA AME:cT J R Hufnagle WM. F.Borhek Insurance Agency PHONE 781-293-6331FAX 311 Plymouth Street HONE No Ext: AIC No): 781-293-2171 Halifax,MA 02338 AI DRRLEss:jrhufnagle@hotmaii.com J R Hufnagle INSURER(S)AFFORDING COVERAGE NAIC 8 INSURER A:Arbella Protection Ins INSURED Leblanc Builders Co. Inc. INSURERB:Liberty Mutual Linda Hann INSURER C:Associated Employers Ins.Co. 11104 PO Box 3414 Waquoit, MA 02536 INSURERD: 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 MAYHAVE BEEN REDUCED BY PAID CLAIMS. LICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM AUUL IDDIYYCY YY MMIDDIYYYY LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR CBP8562397 12/31/2015 12/31/2016 PREMISES Eaoccurrrence $ 100,00 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑PJECT RO ❑LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ 1,000,000 A ANY AUTO 1020009636 12/04/2015 12/0412016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS : BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE ER F� H AND EMPLOYERS'LIABILITY C ANY PROPRIETORIPARTNERICUTIVE YIN WCC-500-5007818-2016A 01/01/2016 01/01/2017 E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE J R Hufnagle ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I The Commonwealth of Massachusetts Department of Industrial Accidents ` Office of Investigations 600 Washington Street Boston,MA 02111 u,p www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): LEBLANC BUILDERS CO, INC Address: P.O BOX 3414 City/State/Zip: WAQUOIT MA 02636 Phone#: 508-400-0968 Are you an employer?Check the appropriate box: Type of project(required): I. ✓ I am a employer with 5 4. 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. ✓ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9. ✓ Building addition [No workers' comp.insurance comp. insurance.: required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13. Other 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. lContractors 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: ASSOCIATED EMPLOYERS INSURANCE AGENCY Policy#or Self-ins.Lic.#: WCC5005007818-2016A Expiration.Date: 01/01/2017 Job Site Address: 36 EAST LANE City/State/Zip: COTUIT, MA 02635 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi ' der the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: 05/31/2016 IV Phone#: 508-400-0968 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building.Department 3.City/Town Clerk 4..Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: a �:c s .. a .. i 9 NANCY LARNED, BUILDING DIVISION-C Activity ' Date BeamChek v2013 licensed to:Giampietro.Architects Red#7124-1.030 CBD-Butler/Ramsey Addition Ridge Beam Date:3/08/1.6 Selection 3-112x 11-?I8 2.0E TJ Parallam E.S. PSL Lu=0.0 Ft. Conditions, NDS 2012 Min Bearing Area R1=3.0 in R2=3.0 inz (1.5)DL Pet= 0.23.in Data Beam Span 1.6.0 k Reaction 1 LL 144019 Reaction 2.LL 1440.4 Beam Wt perft 12.99# Reaction.1 TL 2264# Reaction 2 TL. 2264# gm Wt Included 208# Maximum V 2264'# Max Moment 9.056'# Max V(Reduced) 1984# TL Max DO L 1240 T,LActual.Dell L/381 LL Max DO L./3.60 LL Actual DO L%708 Attributes Section in' Shear in2 TL Defl. in LL DO Actual 92.26 41.66 0.50 0:27 Critical 29,94- 8.21 0.80 0.53 Status OK OK OK OK Ratio 36% 20% 63% 51% Fb(psi) Fu(psi) E(psi x mil Fc-L(psi) Values Reference Values 2900 290 2.0 750 Ad'usted,Values 3629 363 2.0. 750." Adiustments: CF Size Factor 1.001 Cd Duration 1.25 1.25 Cr Repetitive 1.00 ."Ch Shear Stress NIA Cm Wet Use. 1.00 1.00 1.00 1.00- CI Stability 1,0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL 180 Uniform TL: 270 =A t ey Uniform Load. A. 0: R1 =2264 R2.=2264 SPAN=16 FT Uniform and partial uniform loads are Ibs per lineal ft. r BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 CBD-Butler/Ramsey Addition Ridge Beam Date:3/08/16 Selection 3-1/2x 11-7/8 2.0E TJ Parallam E.S. PSL Lu=0.0 Ft CondiEions NDS 2012 Min Bearing Area R1=3.0 in2 R2=3.0 in' (1.5)DL Defl= 0.23 in Data Beam Span 16.0 ft Reaction 1 LL 1440# Reaction 2 LL 1440# Beam Wt per ft 12.99# Reaction 1 TL 2264# Reaction 2 TL 2264# Bm Wt Included 208# Maximum V 2264# Max Moment 9056 W Max V(Reduced) 1984# TL Max Defl L/240 TL Actual Defl L/381 LL Max Defl L/360 LL Actual Defl L/708 Attributes Section in Shear in TL Defl(in) LL DOActual 82.26 41.56 0.50 Critical 29.94 8..21 0.80 0.0.27 27 Status OK OK OK OK 53 Ratio OK 20% 63% 51% ' Fb si Fv si E(psi x mil Fc si Values Reference Values 2900 290 2.0 750 Adiusted Values 3629 363 2.0 750 Adjustments CF Size Factor 1.001 Cd Duration 1.25 1.25 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability .1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 180 Uniform TL: 270 =A MWAA Uniform Load A Q R1 =2264 R2=2264 SPAN=16FT Uniform and partial uniform loads are Ibs per lineal ft. ,: �• ' {,. w `sue} MIN Mr ,, Consefvi t fflww'L W At ,p w M1 11/14/14 Thomas Perry, CBO Town of Barnstable Building Division 200 Main St Hyannis, MA 02601 RE: Insulation Permits Hear Mr.Perry, This affidavit is to certify that all work completed for insulation work at 36 East Lane(application #201401925)has been inspected by a certified Building Performance Institute (BPI) Inspector. Ail work performed meets or exceeds federal and State requirements. Sincerely, o Conor McInerney ConserVision Energy 376 ROUTE 130,SUITE C SANDWICH,MA 02563 508-833-8384 WWW.CONSERVTODAY.COM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION .. zc � S Map 0 up Parcel c c.Z Application # Health Division 2 {tq ; -- 1 R1 {' Ll3 Date Issued << l Conservation Division Application F Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board £? Historic - OKH _ Preservation/ Hyannis Project Street Address -1co Village C.e3-, Owner Address Telephone 'Permit Request CD -- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay <1:600 Project Valuati \Se>o. Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2/" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: kA existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Ybas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning 9 Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name N%,b 4�v-t,6v Telephone Number -a Address License# \6 r- N-A% a Home Improvement Contractor# t z s Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE �4 OWNER - DATE OF INSPECTION: " FOUNDATION FRAME INSULATION s , } FIREPLACE ELECTRICAL: ROUGH FINAL `F PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT k ASSOCIATION PLAN NO. The Commonwealth of Massachusetts " Department of Industrial Accidents ro Office of Investigations 60.0 Washington Street Boston,MA 02111 www n:ass.gov/dia Workers' Compensation Insurance Affdavit Builders/Contractors/Electricians/Plumbers Applicant Information _ Please Print Legibly. Name (.Business/organi2ationandividualj: ConserVision Ener.gy. Address: 376 Route 130 Suite C City/State/Zip; Sandwich,MA 02563 Phone #: 508-833-8384 Are you an employer?Check.the appropriate box: Type of project;(required). 11.[3 I am a employer with 8 4. Q I an a general contractor and I 6. Q New construction employees(full.and/or part-time):* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. # 7• E] Remodeling ship and have no employees These sub=contractors have 8. ❑ Demolition workingfor me:in an capacity. workers' comp. insurance. Y p tY 9. ,0 Building addition: [No workers' comp. insurance 5. .El We_are a corporation and its officers have,exercised their 10.Q Electrical.repairs:.or additions required.] 3.El am a homeowner.doing all work right of exemption;;per MGL 11: Plumbing repairs or additions myself. [No workers' comp: c. I52, §1(4.),and we have no 12.❑ Roof repairs insurance required]t employees:-[No workers' comp. insurance required.] 13:[1 Other Weatherization *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 ail:work and then hire outside contractors must submit a new a$idavit indicating such. tContractors that check this boz:musl attached an additional sheet showing the name of the sub-contractors and their'workers'comp.policy information. I am.an employer that is providing workers'compensation insuraneefor my employees. Below is.the policy and job site information. Insurance Company Name:. CS&S/1NORKCO'MPONE 6011316349 03/11/2015 Policy#or Self-ins:Llc # Expiration Date: Job>Site Address; City/State/Zip. .: .. . Attach.a copy of the workers' compensation.policy declaration page(showing the policy number and expiration date) Failure to secure coverage as required under Se0on.25A of MGL c. 152 cart lead to. .the imposition of criminal penalties of a fine up to$1,500.00 and/Or:one-yeari swell aivp form of a STOP WORK ORDER and a_finen r , t . of up to$250.00 a day against the violator. Be advised:that a copy of this statement maybe forwarded to the Office of` Investigations of the DIA for insurance coverage.verification. I do hereb fy death p 'ns nd penalties of perjury that the information provided above isarue and correcA Si ature: Dates Phone#: Official use only. Do,not write in this area,to be completed by city,or town official City or.Town: Permit/License#: Issuing Authority.(circle one): L..Board of Health 2.Building Department` 3.City/Town,Clerk: 4.Electrical Inspector 5.Plumbing Inspector: 6:.Other GontactPerson: Phone#t:. ACCO CERTIFICATE OF LIABILITY INSURANCE [7°ATE`M D°I: - 03/1 712014 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(les)must be endorsed.. If SUBROGATION IS WAIVED,Subject to the terms and conditions of the policy,certain policies may require an endorsement..A statement on this certificate does not confer rights_to the certificate holder In lieu of such;endorsement(s). PRODUCER _.. .CONTACT`.. CSBS/WORKCOMPONE NAME: PO BOX 946580 PHONE FAX (AIC,No,Ext):: _ - .. (AlC,No): ., MAITLAND,FL 32794-6580 E-MAIL Phone-877-724-2669 ADDRESS: . INSURER(S)AFFORDING COVERAGE . NAIC# Fax-877-763=5122 _ `'Continental Casual Com an INSURER A: . p. y 20"3 INSURED INSURER B - - CONSERVISION ENERGY 376 ROUTE 130 INSURER c SUITE C INSURER 0 Continental-Casualty Company Y04,i SANDWICH,MA 02563 n,SuRERE_Continental Casualty.Company 20443 _ .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,REOUIREMENT,.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. SR ..: .- .: ADDL S BR POLICYEF PO C P .: LTR TYPE OF INSURANCE .NSR WVD. . :POLICY NUMBER MM/OD :.(MM/DD.:YYY) lIMRS GENERALLIABILITY EACH OCCURRENCE $11000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Eaoccurrence)'_ $300,000 CLAIMS-MADE OCCUR A Y N /011316335 03/11/.2014. :03/11/2015 MEDEXP(Any'oneparson) $10,000 PERSONALBADVINJURY' $1,000,000 GENERAL AGGREGATE $2000,000 GEN'L AGGREGATE LIMIT APPLIES.PERi PRODUCTS=COMP/OP AGG $21000,000 POLICY JECT LOC COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY : _ acddeM $1,000,000 ANY AUTO' BODILY INJURY:(Per person) - ALL OWNED. SCHEDULED: BODILY INJURY(Per accident) A AUTOS. AUTOS N N 6011.316335 03//11/2014 .03.111/2016 HIRED AUTOS AUTOS NON-OWNED PROPERTY DAMAGE .. . . . AUTOS. (PeYaccldent) UMBRELLA LIAB OCCUR' EACH OCCURRENCE 1,000,000 D. EXCESS tjAB CLAIMS-MADE N N .6.6.11.316352 03/1.1/2014 0311.1/2015 AGGREGATE:. 1,000,000 DED IX RETENTION$ 10,000 WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS.?` ER ANY PROPRIETORlPARTNERlEXECUTIVE YIN. EL:EACH ACCIDENT $1 OO,000 E OFFICERIMEMBER EXCLUDED? N N 6011316349 03111/2014 Will1/2015 ,(Mandatory In NH) - E.L.DISEASE b:.EA EMPLOYEE $100,000 If yes,describe,under: DESCRIPTION:OF OPERATIONS below. E.L.OISEASE.-;POLICY LIMIT $500,00 0 DESCRIPTION OF.OPERATIONS.I LOCATIONS I VEHICLES(AttadrACORD 101,Addidonel:Remarks Schedule,if more space is required). Certifcate Holder is:added;as an additiona�insured;as provided`inthe blanket additional insured endorsement. CERTIFICATE:HOLDER. _ CANCELLATION RiseEngineering SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED.BEFORE 1341,Elmwood Ave; THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Cranston,RI 02910 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©19886201;0 ACORD.CORP:ORATION Ali rights reserved: ACORD 25(2016105) The ACORD name and logo are registered marks of ACORD cacdass Ottice of C.onsumer.Affairs&Rusiness Regulation; License or registruti0n'valid for individul use tit►ly ME IMPROVEMENT before the eipiration:date. If found re CONTRA& K turn to:` egistration: 171251 Type: Office of Consumer Affaim and Business Regulation. xpiraUon: 3/112Q15 Partnership. 10 Park Plaza:-Suite 5170: Boston,MA 021,16 CON-SERVE ENERGY CONOR MCINERNEY 376 ROUTE:130 SUITE C SANDWICH,MA.02563: ,a. Undersecretary. Not talid without signature 3oarrt1 dui►ai g. et3uiat +� trr! .tI,•,i+ a t r# 3 GSSL 102778: m CONOR D MCIlY)yRNEY ., 39 STASCONSET T)RIVE 4 SAGAMORE BEACH MA 02562 ttm�sSEr+ap' 08/19J2014. r. OWNER AUTHORIZATION FORM I • J0.n.e ���� (Owner's Name) owner of the property located at �s � 0,*7e , (Property Address) (Property Address) hereby authorize (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a b i ing permit and to perform work on my property. Owner's Signa e Date t - -- . 170y .-B. 6.-p,. - ANDERSEN TWT2415 - - - ABOVE ANDERSEN r TW2432 I O O 0 3 NEW SH.W`R ��' BATH j/ VERIFY ACTUAL ROOF PITCH IN (VAULTED CEILING) % THE FIELD FOR EXISTING DORMER WINDOW LAYOUT 2'8•x 6�6. . 1aa 24° PKT.DOOR 12 � q.1 TALL O ANDERSEN CAB. _ - NEW AZEK 1 x 6 RAKE BOARD WASHER/ W 432 11 - 7 q - DRYER _ TO MATCH EXISTING to UNDER COUNTER .2 p 3 ANDERSEN __ — y - ... _ TW2432 (VAULTEDCEILIN�U,)� -j ro NEW _ I I - -- --,-I DECK A / T j BENCH/ - ® A _ NEW AZEK 1 x4 TRIM HOOKS _ _ 1 /// I W/2"SILL A4 "x 6'6'2'NEW EC,FO73VREYED H� A4 ■ ■ -' NEW P.T.4 x 4 POST IL�.� — _eye_ i MUDROQM � - _ _ .; � w/AZEKCAsw W(WOVEN CORNERS TO Ga --- -- NEW W.C.SHINGLE SIDING o 7"HIGH BASE 1 - i I - AND RSENAND RSEN --- 1 I '�TYV2 46 TW2 fi� ! EXIST. I - MATCH EXISTING ' 1 2'-6° RANGE 5'3' II NEW P.T.4 x 4 POST - - -- O 0 W/AZEK CASING& j _11 I TABLE 7"HIGH BASE Dw 1 REMOD. I 1 KITCHEN - L---� EXIST. , O (VERIFY KITCHEN INK LAYOUT W/OWNER) EXIST. BEDROOM -EAR ELEVATION NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTjING CONDITIONS &DIMENSIONS IN THE FIELD_ I .oLDINc 2) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 1 '' CLOS I' 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT rz FIRST FLOOR TO'BE 6'-8"ABOVE SUBFLOOR DN. — , 4.) ALL CONSTRUCTION TO CONFORM TU,,780 CMR MASSACHUSETTS —— STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) ALL HEADERS TO BE 3-2 x 6's UNLESS.OTHERWISE NOTED 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, EXIST. OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING LIVING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES FOR ALL PROPOSED&EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ® ALL SIMPSON COMPONENTS ®L/'-'6 FIRST FLOOR f � 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI { 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE LEGEND: DURING FRAMING CONSTRUCTION E-7 EXISTING WALLS IECC2012 RESIDENTIAL';ENERGY EFFICIENCY DETAILS 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE L- -, CONSTRUCTION TO BE REMOVED _ CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED ._ . L--J TABLE 40211(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 14)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" NEW CONSTRUCTION 0FACTRAT ON SKYLIGHT CEILING WDOC FRAMEOW'ALL'LOOK E4EEMENT WALL BASEMEM1TS AB CRAWi SPACE WALL UFACTOR lI-FACTOR R-VALUE R-VALUE RVALUE R`�ALUE ft-VAUIE R.VALUE &.WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 0.32 U.Ba 49 1 20 130 1 i3na 1 10(2F,DEEP) lon3 MASSACHUSETTS WIND SPEED MAPS I �` NOTES: 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS I 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS ✓. Y r�+s 1 / N R=15 CONTINUOUS INSULATED H INTERIOROREXTERIOR W/OWNERS PRIOR TO START OF CONSTRUCTION 2. 5 19 MEANS CO NUO SHEATHING ON THE0 14 - OFTHE HOME ORR=I5CAVITY INSULATION AT THE INTERIOR OFTHE BASEMENT WALL 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY ! 3.REFER TO IECC 2012 CHAPTER FOR ALL INSULATION BENERGY REQUIREMENTS EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH_THE INSULATION �op ��' I. INSTALLER/CONTRACTOR. llq N ' DESIGN L L ®®� //�jpl ��pl H`/'��_ ®`� THE DESIGNER SMALL BE NOTIFIED IF ANY Q COTUIT BAY C NEV ADDIT`IO U6 EM'ODELII ® V F0 oa ERRORG OR C'ONm HEBUI—GCODON SCALE : DRAWING NO.: SS� THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILLCON BE RESPNSIBL BFORTGCDNTRACTDR " ®, p /p �/ WILL DE RESPONSIBLE FOR THE CONTENT 1/4 MAS H PE E MA. 02649 T L !�/ ��'�1 i I RE I G' IN THERE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUTNOTIFYINGTHE PH. (508 274-1166 DESIGNER OFANY ERRORS OR OMISSIONS. DATE . THESE DRAWINGS ARE SOLELY FOR ME USE FAX(508)539-9402 36 . EAST- LANE CO I-f IVIP� DF THEOWNERNOTED.AN OHER UBE OF THESE DRAWINGS REQUIRES THE WRITTEN 3/4/2016 CONSENT OF THE OESIGNEft UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION - ACT OF 199a. ¢ El TOP OF PLATE f --- X El D I I w FIRST FLOOR - - SUBFLOOR - VERIFY HEIGHT OF DECK&NUMBER - OF RISERS/TREADS IN THE FIELD W/ RIGHT E L E VATI O -> _ _tf OWNERS.RAILINGS REQUIRED FOR 30"HEIGHT.480VE GRADE&(4)RISERS NEW AZEK I x 8 FASCIA "-NEW ASPHALT ROOF BOARD&SOFFIT FFIT TO SHINGLES TO MATCH ' - MATCH EXISTING EXISTING TOP OF PLATE - - NEW AZEK 1 x 4 TRIM _ S SILL TO MATCH EXISTING ❑ __ ❑ ■ ❑ /- Z EXISTING m X - . v NEW W.C.SHINGLE _ _ - ,- SIDING TO MATCH m EXISTING W/WOVEN -1 CORNERS - FIRST FLOOR - SUBFLOOR LEFT ELEVATION IH S�U-BE NOTIFIED IF FOR: ERROR SDESIGNER OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: No COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FV � : � THESEDRAWINGS PRIORTOSTARTOF IL \� 4� BREWSTER ROAD g WILL BE RESPONSIBLE FORITHECONTNG EHTTOR 1/411 - 1�-0�� � IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 BUTLER/RAI i/1 S E I RESIDENCE DOMMEN KN NGS ARTNOTIFYIFOTHE G DESIGNER OF AM'ERRORS OR OMISSIONS, DATE )274-11 U HESEDRANERNOTREEOIELYFORTHEUSE FAX {(50 6 3� EAST LANE COTIJIT IVIA DFTHEIOFTHE DESIG NY OTHER USE OF FAX{508)539-9402 THESE DRAWINGS REQED.UIRES THE WRITE 3/4/2016 - A2 GONSENI'OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ' ACT OF)M. 5-0" 6 B ———— NOTE:DROP TOP OF NEW FOUNDATION TO MATCH NEW SUSFLOOR W/THE EXISTING SUBFLOOR(VERIFY IN FIELD IF REQUIRED). SOLID 2 x B BLOCKING IN THE OUTSIDE 'TWO RAFTER 8 CEILING JOIST BAYS I12'-0" 16-6" I @ 48'o.c.,ALLOW SPACE FOR AIR y ( BILCO'C' Y FLOW ON THE UNDERSIDE OF ROOF I 4 x 6 POST FROM RIDGE IN THE OUTSIDE TWWOO I BULKHEAD i SOLID BLOCKING o.0 SHEATHING I DOWN TO HEADER Wi ` I JOIST BAYS 4.x 6 POST UNDER EACH I I A END DOWN 70 FOUND.I—— - 2-1 314E x 9 1/2"[11LH.R. NEW 8"CONCRETE FOUND. —�- WALLS W/(2)#4 HORIZONTAL ' BAR AT TOP 8 BOTTOM OF WALL - I •`�-i - ; �) �� I I - 8 8"x 18"CONCRETE FOOTINGS I W12 X 4 KEY NEW P.T.4 x 4 POSTS ON 10"DIA I CONCRETE SONOTUBES W/24'DIA - I Y 6'-3" 10'-3' SIGFOOT FOOTINGS UNDERNEATH NEW O I TO WO'BELOW GRADE.USE SIMPSON ABU44 POST BASE 8 AC4 OR ACE4 E ENT <, I POST CAPS I I T -- 9— B41 ASEMENT I 4'CONC.SLAB W/6 MIL ;f WINDOW i - POL VAPOR BARRIER 2 - ;o UNDERNEATH .�E ---- - o 10' a .0^ l I o o 4 A _I I ' w I � I a A4 A4 — A4 Z L I � - - --I '� -2t1 314'x 9 112"LVL HDR. ------ - 1-0" FASTEN JOISTS 70 BEAMS � L —� - SAWCuT 3'0"OPENING P.T.2 x 10 LEDGER BOARD LAG BOLTED TO Wf SIMPSON H2:5 TIES 2•.6^ ( ` 4 x 6 POST FROM RIDGE " DRILL B PIN NEW FOUNDATION IN EXIST.FOUNDATION FOR I SOLID BLOCKING W/(2)LEDGERLOK BOLTS - 1 II DOWN TO HEADER W! TO EXIST.FOUNDATION WALL ACCESS INTO NEW 16"D.C.W/JOISTS HANGERS - C�-T 4 x 6 POST UNDER EACH —� TOP 8 BOTTOM(OPTIONAL) E IST BASEMENT I END OF RIDGE DOWN TO FOUND. - LINE C7 Ex15T.2.x 8's w �/ EXIST.2 x 8's _ EXIST.FOUND.WALLS c @ 1G'o.c. EXIST, @ 116"D.C. _ TO REMAIN ROOF FRAMING ING PLAN BASEMENT NOTES:- 1.) ALL ROOF RAFTERS TO BE 2 x 1 O's FOUNDATION"' 'PL1 �0 UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS '1 AT ALL RAFTERS ENDS 15" INSTALL 518"SIMPSON TITEN HD ANCHOR BOLTS AT - 3.)VERIFY GUTTER TYPE/LAYOUT 48"o.c.MAX.W/SIMPSON BPS 518-3 BEARING PLATES W/OWNERS 6' 8° PLACE BOLTS WITHIN B"-15"OF EACH CORNER AND - TO A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". . ldl El m Q i TYPICAL ASPHALT ROOF SHINGLES INSTALL FLASHING UNDER \� 15#FELT PLYWOOD SHEATHING . I HOUSEWRAP 8 DECKING 2 x 10 RAFTERS 15q FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS I WIND_DECKING 3'0"WIDE ICElWATER SHIELD BARRIER FLOOR JOISTS I If _ ALUMINUM DRIP EDGE U� 1 x 3 STRAPPING W/ NEW AZBO FASCIA,SOFFIT 8 1/2"GYPSUM BOARD FRIEZE BOARDS TO MATCH EXISTING I - 7P.2 z 6 WALLS I INST"ALL PEEL 8 STICK - , RUBBER MEMBRANE BETWEEN LEDGERS _ - j SHEATHING P.T.2 x 6 SILL W/SEALER n ��:'—' SOLID BL CKIINN�GWB(2)RLEDGERLLOKBOL S DETAIL AT WALL 1B"o.c.W7 JOISTS HANGERS-DECK DETAIL l SCALE: 1/2"=V-0" ANCHOR BOLT DETAIL l - THE OESIORO SHALL SE NOTIFIED IF ANY SCALE : C/L I E - DRAWING NO.: COTUIT SAY DESIGN, LLC NEW ADDITIOIV/REMODELING FOR,: ERRORS CTION THE BUILDIONS�ING CONTUND 1/4"1L THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD IN` CONSTRUCTIONSIBLEF FOR CONTRACTOR 11 WILL BE RESPONSIBLE FOR THE COYTENT 1/4 — 1'-0" IF UCTION MASHPEE ,MA. 02649 ' }}Tp /A��C) Q®� DESIG EDRAW NGSRORSOR OMISSIONS. B V • L E R/RAi YI Y M EY RESIDENCE I®E N C E THESE R WITHOUTNOTIFYINGTHE DATE : LJ o cam` COMMENCES WITHOUT NOTIFYING TH ONS. PH. (SOU)274-11 VV � THESE DRAWINGS ARE SOLELY FOR THE USE — Aj 1 H THE OWNER NOTED.ANY OTHER USE OF FAX(508)539-9402 36 EA�7 LAN O I U IT ICI A HEREDRAWINGSREQUIRESTHETECnO WRI N 3/4/2016 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF low, NEW ROOF CONST. 110 MPH EXPOSURE B WIND ZONE 2 x 12 ROOF RAFTERS @ 16"O.C. JOINT DESCRIPTION -5/8'COX PLYWOOD ROOF SHEATHING _ NO.OF COMMON NAILS NO.OFBOX NAILS NAIL SPACING ASPHALT ROOF SHINGLES ROOF FRAMING: �^ ' -151-13.FELT PAPER -SPRAY FOAM INSULATION - 6 BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-tOd EACH END @ SLOPED CEILINGS(R=49) ` RIM BOARD TO RAFTER(END NAILED) _ 2-16 d 3-16d EACH END -11"BATT INSULATION WALL FRAMING: @ FIAT CEILINGS(R=49) - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. -ICE/WATER SHIELD A"I'BOTTOM HEADER TO HEADER(FACE NAILED) 16d 16d- 16"D.C.ALONG EDGES 3'0'OF ROOF 2.1 3/4'x 14"LVL RIDGEBEAM PROP-A VENT BETWEEN RAFTERS FLOOR FRAMING: -WIND WASH BARRIERS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST ALUMINUM DRIP EDGE 12 2 x Us @ 16"o.c. BLOCKING TO JOISTS(TOE NAILED) 2-8A 2-10d EACH END ,y BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK ` 16d 4-16d EACH JOIST 3 2 x 8 RAFTERS @ 16"o.C. JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST �g BAND JOIST TO JOIST END NAILED ( ) - 3-16d 4-76d PER JOIST re. BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 a 3-16d PER FOOT TOP OF PLATE 2 x 8's @ 16"o.C. - 1 -- - - _ROOF SHEATHING: - - 12"GYP.BOARD- 2 2 x 8 BEAM - WOOD STRUCTURAL PANELS(PLYWOOD) - --�- TYP.WALL CONST. ON 1 x 3 STRAPPING RAFTERS OR TRUSSES SPACED UP TO 18"o.c. Bd 10d 6"EDGE/6"FIELD @ 16"o.c. FASTEN P.T.4 x 4 POSTS TO RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d 10a 4'EDGE/4"FELD O 1.2 x 6 STUDS @ 16'o.a - BEAM W151MPSON ACE4 GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGEf6"FIELD 2.12"PLYWOOD SHEATHING I .POST CAPS GABLE END WALL RAKE OR RAKE TRUSS 8d lod 6"EDGE/6"FIELD R 3.6"(R=20)BATT INSULATION - W/STRUCTURAL OUTLOOKERS - W 4.112"GYPSUM BOARD NEW BALLOON FRAME GABLE END WALL RAKE OR RAKE TRUSS WJ LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD = p 5.W.C.SHINGLE SIDING MUDROOM GABLE END WALL 6.TYPAR VAPOR BARRIER - CEILING SHEATHING - - 3/4"T 8 G PLYWOOD GVPSUMWALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD ' SUBFLOOR-GLUED 8 NAILED FASTEN JOISTS TO BEAMS WALL SHEATHING: - FIRST FLOOR .W/SIMPSON H2.5 TIES -- - SUBFLOOR WOODSTRUCTURAL PANELS(PLYWOOD) - - -'—" ----- STUDS SPACED UP TO 24"D.C. NEW 2 x t0's @ 16"o.c. - Bd 10d 3'EDGE/12'FIELD tl P 2 x 8's i6'os; 12"✓£25132"FIBERBOARD PANELS Bd --- 3"EDGE/6'FIELD P.T,2 x 6 SILL 9"BATT INSULATION R=30 P.T.2 x 10's 2-P.T.2 x 1 O's 1/2"GYPSUM WALLBOARD 5d COOLERS -___W/SEALER ( ) �- 7"EDGE/10"FIELD FLOORSHEATHINGWOOD,STRUC7URAL PANELS(PLYWOOD)1 OR LESS THICKNESSNEW BCCONCRETE FOUND. NEW FULL - - WOODSR THAN 1"THICKNESS10tl - 16d 6"EDGEJ6?FIEEDWALLS W/(2)#4 HORIZONTAL p BAR AT TOP&BOTTOM OF WALL BASEMENT � 8 8"x 1 B"CONCRETE FOOTINGS F."NDERNEATH CONC.SLAB W/6 MILW/2 X 4 KEYLY VAPOR BARRIERNEW P.T.4 x 4 POSTS ON 10"OIADAMPPROOFING BELOWGRADECONCRETE SONOTUBES%'24"DIA. BIGFOOT FOOTINGS UNDERNEATH " T.O 4'0"BELOW GRADE.USE SIMPSON - P.T.2 x 10 LEDGER BOARDTAG'BOLTED TO "-ABU44 POST BASE 8 AC4 OR ACE4 _ SOLID BLOCKING W/(2)LEDGERLOK BOLTS -- - POST CAPS - - - rF T [^(L 1�� ' ee /yq� �L 16"D.C.W/JOISTS HANGERS • -.a .SECTION V NEW. MUDROOIVI - "... A /\ - e l -. THE DESIGNER SHALL BE NOTIFIED IF ANY ' ��®Og/ ®®��I/ 1 /��� /��® �'.��.�� FOR: �: THESERORS OR DRAWINGS AWINGS PRIOR TO ON SCALE : DRAWING NO.: COTUIT SAY DESIGN, LLC `Vj B\Y{t O THESEDRAWINGSPRIOITO STARDING T OF 43 BREWSTER ROAD ' Bp ■ems %in `� W�SBERES ONSBLEFOaR THE CONTENT 1/4" = V-0" MASHPEE MA. 02649 e y C�/ I\t' y RESIDENCE INSIGNEDOF AI ER IF RORS �./VV./ ` YY 6 CO MMENCESWITHOUTNOTI11NGTHE PH. (508 274-1166 DESIGNER ERRDRS DR OM111551DNB. DATE : . THESE DRAWINGS ARE SOLELY FOR THE USE ® /�/��q /�/�/� �pA,FAQ THESE THE WNER RED ANYOTHEWR07 OF 36 EAST �6 •� V�� Itl Y !H \ ACTOFDRAWINGS URALREQUIRES THEWRIITEN FAX(50 ) 539-9402, CONSENT OFTHE EoE UNDER HE 3/4/2016 A4 1 _ /7aL/ ZONE RF � 2a MAP 36, PARCEL 22, LOT B FLOOD ZONE. X Ae Pone/ No. 250001 0543 J (0711612014) 22� PLAN REFERENCE. BOOK 101 PAGE 65 ' �2S zy COTUIT PARCEL 6 PROJECT NIF LOCATION ROBERT VARY JO B001'N LOCUS MAP NOT TO SCALE Lv Z Q 55.7CB 00 FOUND PF I I N33'47'50"W 56 art!I , 55.7 237.74' 56.0, 55.1 DI 55.9 55.9 I L- � GARAGE S.s 55.1 o✓I ' i PAVED 130.1 F.F. 56.17 55.7 DRIVEWAY w i oI 55.8 �'-I 55 8 55.8 55.7 N 5.7 Q. i LAWN \ s5.4 1 55.513 I O I APPROXIMATECp BENCHMARK:I to LOT B +55.7 I EXISTING SEPTIC 1 co NAL . I IQ '40 00 ,249,,2531E S.F. I I SYSTEM ` ........ .56.5 LANDSCAPED 56.7 I coo MEL 55.32 MP)70 "TRY b 5.1 i I I I TANK 70 BE � EXISTING � 55.5 I I I O b REZoC4w TO �O O O �'� HOUSE #36 F.F. 59.41L MEET>d'A//N. +55.8 0 5WA WAY 6.3 55.5 55.7 F.F. d o d LEGEND VENT Ld 55:7 N 9.36 ..N -� Q \� W ---- 56 ---- EXIS77NG 2' CONTOUR ss . .- ..... LANDSCAPED 56.2 I ss GARDEN - 56 /� +55.5' EXISTING SPOT ELEVA77ON- ` Q o! GATE PRII�O.SEO LAWN VALVE PP �, r'XIS77NG UTILITY POLE O 55.6 CEDAR FOUND ElI 55.4 AO&176W S33'44,20"E 55.5 534 / 238.06' 55.5 55.3 CB CONCRETE BOUND 55.4L WIRE FENCE POST BE REMO{2rU B4)?0 L ,23 NIF JflRK H. & 4PRIL S. .ROBINSON PL 0 T PLAN FOR JANE BUTLER & ROBER T RAMSEY 20 0 10 20 40 #36 EAST LANE P'�N OF A9gd` SCALE 1 1N011 s 20 FEET GARY CO TUl T, MA GENERAL NO TES: NO. _ , A O.400 Scale. 1 -20 Date: MARCH 3, 2016 1. HOUSE NUMBER. 36 2. ELEVA 77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM (1988). J. LOT COVERAGE BY EXIS77NG STRUCTURES.• 1,324 S.F./20,253 S.F. = 6.5.E #rarwick Associates .Inc. 4. LOT COVERAGE BY EXIS77NG S7RUC7URES/PAV/NG/PARKING.• 2,147 SF./20,253 S.F. = la DRAWN BY.• L.M, RJW. DA7E 12113115 5. LOT COVERAGE BY EXIS77NG & PROPOSED S7RUCTURES.• 1,590 SF./20,253 SF. = Z8% 63 County Road Box 801 6. LOT COVERAGE BY EXIS77NG & PROPOSED S7RUC77JRES/PAWNG/PARKING. 2,413 SF./20,253 S.F. = 11.9x North Falmouth, Maws 0,9556 CHECKED BY SHEET 1 OF 1 Z SITE IS WITHIN WELLHEAD PROTECTION DISTRICT. (508) 563 - 7777 A �Lond Projects 2004 jSS15037kdwg j5S15037sp.dwg 8. SITE IS WITHIN STATE APPROVED ZONE A ZONE: RF MAP 36, PARCEL 22, LOT B FLOOD ZONE. X A� Pill Pane/ No. 250001 0543 J (0711612014) PLAN REFERENCE: BOOK 101 PAGE 65 12S Ly / COTUIT P34RCL'L 6 PROJECT N/F LOCATION ROB.ERT & AWRY JO BOIIL'N LOCUS MAP NOT TO SCALE Ld Z Q I I CB 00 J FOUND ► �'I N3347'50"W I irI 237.74' o ► m► 130.1' 3i F FA 56.117 ' (�� G�� sl01 � l+{ (V Way0 r- V : 3 WBENCHMARK I (o � LOTS Ui ill, N a�s I Q h 20253E S.�: v 15.1' � I I EXISTING I I HOUSE #36 I I //F.F. 59.41 o LEGEND ND I I 16.0' F.F. / o- EXIST. 59.36 ► I 159.1' <? 6CB .3' FNDN. FOUND 0 CONCRETE BOUND I 0 I Q (6 'a> I O _ S33'44'20"E I 238.06' I I ( N Q W PARCL'L ,23 N/F Jf,1RIf f. & 14PRIL S. ROBINSON PL 0 T PLAN FOR JANE BUTLER & ROBER T RAMSEY 20 O 10 20 40 #J6 EAST LANE SCALE > /NCH = 20 FEET CO TUI T MA GENERAL NOTES: Scale. 1 "=20' Date: 0812912016 1. HOUSE NUMBER. 36 OF414 2ELEVA77ONS SHOWN ARE BASED ON NOR7H AMERICAN VERTICAL DATUM (1988). r��P u� , J. LOT COVERAGE BY EXISTING S7RUC7URES• 1,458 SF./20,253 S.F. = 7.2X U S. TYarwick dPc Associates Inc. LA6fi1F No.400 sr 63 County. Road Box 80f DRAWN BY L.M., R.J.W. DA M. 12/13/15 s�o s��' ykIL AND North Falmouth, Mass 0,2556 CHECKED BY SHEET 1 OF 1 7. SITE IS WITHIN WELLHEAD PR07EC77ON DIS7RICT. ��a9��� (508) 563 — 7777 P. \Land Projects 2004\SS15037\dwgjSS15037CPP.dwg 8. SITE IS WITHIN STATE APPROVED ZONE ll.