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0412 NYE ROAD
, Z � L e ' � fig F � : . �i p ^ r_ .. .. -' - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y z7 Map '-' � � Parcel ` � � Application # oe " Health Division Date Issued . Z 7 P" Conservation Division Application Fee Planning Dept. Permit Fee a 7Y. Si) Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis a/ I ed Project Street Address b ., Village����✓'V1 Owner f1 X�, Address SAM Telephone i t r Permit Request b I��t . `1�0 Square feet: 1 st floor: existing — proposedA&O 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other SJ y n !1✓.'eA Basement Finished Area(sq.ft.). Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: — existing _new Total Room Count (not including baths): existing new SUA nt.First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil 1:�Electric ❑ Other—g7 o®�pT • Central Air: QYes ❑ No Fireplaces: Existing Ne)v wood/coal stove: ❑Yes ❑ No OW—nC Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ ne9/ j� Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use' Proposed Use —APPLICANT INFORMATION (BUILDERii OR HOMEOWNER) Name Srm U> ail /Pw(Mlvdlw5-` T Telephone Number Address License # C X A!�.I _ fflA Home Improvement Contractor# f , I _ Email S() }-�yV11 f UMLm Worker's Compensation # PAW t, 0,0� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO B A)A . ) � I DATE SIGNATURE oll� I�- FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION . FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r ~FINAL BUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. 77M CommonweaM gfMasYac1rfrsetfs 600 Was1xusg1=meet ` Bastin,MA 02111 I-PPI tMn sx,goplilia, AppEcaut M Please Print Nam cidress` LM !2 vi Are an emp]Dyer?Qreckt�e appropriate bc= i I 4 I am a Type of project�re���_, I. nut a employer veitb. ❑ general ca�sctQr and I G_ Newoonsfri�dioix . empksgees(fall an vorpart-fine * eIsiredQie sub-co aoEos ❑ 2.p lam a sale proptietw orparfuer- listed aafha aimed sheet. 7- p Re$ &Iing s a and have no employees �ese saxb-co actors have p DemaliFifla wort ug forme in any capacity. ayef--,andhace wodaTs'. ETD 'gyp.msmmnce Camp.RnMMnce# 9. ❑Rn+S rntr g qQ'' regard 5. p We are a corporation and its 10-p Elechicai repairs or adcEcM- M 3_p I am.a homeomer doing all vmk officers have exercised t 1 L p Phumbkgrepaim ar adcfi ims myself _ right of emumpfion per MM ME]Roof immune rcTmed-]Y c•M J,1M andwebavena ' easpioyees_[1V'awo�s� : . 1�-(�f7i�er 1' C 4b��i� camp-;nm=nce requ{efl ` Y SPF 9-�cT-cYs•boz fl Est also fiIl a�tiie sec�oabeTowsi�ac�g lea am�cess'mmpP,.o,++,.+Pny�giao� �i�ames�dsa sah�t sous sf�dat�`c ig they u�•daiag alF�sa�t�d Bzeaigxe a�d�cou�sc�tsamst submits aem�da�t indics�og sacIL fC4nbx1uMfhzt dreciciias box mast slteched tar sddifiaasl sh and shongthe—of the sub-cc=zUmcr�smd stae trhe um araat Phase a shsv� e�logees Ifthe mSir snfrartxirc a py�jpfg+irffistFzas�deti�r aarhas'tamp.goSeg n�re2. I am oaF errig ier ffiativgretv g t rkets'co� rtsmiatt irtsrirartce jer emFLa��ees. Rd&nF is fiis puHcy and jab site i�,�orrn�frvn Iamance c=panyName i1..� Palicy�or Self-�s..I.io_�- Ryiu6un.Dafe-- Job Ste Address_ L� C� ,n�(✓ c4/Stafxg4 rvt Aftach a copy of the Markers'compeasatioapoUcg decJamfioa pagc(showing the policy member and expiration date).. Fad Pia secu-e coverage as required under Seth=2iA o€MCL a lP—offi lead fo the imposilina of c;ffiupal peu 19 of a fine up to$L,50a OQ andlar one-yewimpdsonmeuk as w&as civil p—,;U;es in f e,foua of a STOP WORK ORDERand a time of Bp frs EkQ a day a #Foe violator. Be adsised fhd a copy of this sFakinP_t=y be fmwuded is the Ofyim of IavesEggions of tape DIA for fizmmnce cove=ge vec6cufiom Ida herby rr tTte Few'pXiatf7ta ir�}ar�zvtrgrns�il tnbot�s is[rus ari avrrect ' Cioaat„ra- Tate Phan rk ^ (arid d use a nFy Do ant write in ffds area to be cvzgp etsd by c*F artoirn mat. 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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 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 endorsemengs). PRODUCER CONTACT NAME: MARYJO ANDERSON ALMEIDA&CARLSON INSURANCE AGENCY PHONE :'(508)888-0207 A/C No: AWRess: MANDERSON@ALMEIDACARLSON.COM 131 MAIN ST. INSURE S AFFORDING COVERAGE NAIC# FALMOUTH MA 02541 INSURER": AMGUARD INSURANCE CO 42390 INSURED INSURER B REMODELING PLUS INC INSURERC: - INSURER D: 37 AMOS LANDING RD INSURERE: MASHPEE MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: 126941 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 ADDL SUBR - LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIYEYYY MM/D IDS LIMITS COMMERCIAL GENERAL LIABILITY OCCUR TO T EACH OCCURRENCE $ CLAIMS-MADE i PREMISES a occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ POLICY❑JE O- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED (Per accident) $ AUTOS AUTOS N/A BODILY INJURY ANON-OWNED PROPERTY DAMAGE $ HIRED AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION STATUTE EMPLOYERS'UABILITY Y/N X STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 NIA A OFFICER/MEMBER EXCLUDED? NIA NIA R2WC784102 12/31/2016 12/31/2017 - (Mandatory in NH) yes,d If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) . Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay' claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwdtworkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel-M.6 y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The-ACORD name and logo are registered marks of ACORD t . - Barnstable Building Department 2/14/2017 " I authorize Scott Goldstein of Remodeling Plus to apply for a building permit on my behalf for my poor cabana Kenneth S. Cooke G F l S � � b y f n k M ' . 4 3' sJ s c "r 1 } Y S. ' 2 AWC Guide to Wood Construction in Ifigh Wind Areas:,110 mph Wind Zone, Massachusetts Checklist for Compliance (78o CMR s3o1.2. .) Q Check 1.1 SCOPE Compliance., Wind Speed(3-sec:gust).... . .......... ..:....... :....:. ..::. ..:..:.............110 mph Wind Exposure Category.... _........ ......... ......... :.. :. B' . _tom 1.2 APPLICABILITY Number of Stories'(a roof which exceeds&in 12 slope shall be considered a story) - ( . stories :52 stories. Roof Pitch -. .:-.. (Fig.2) _T, s 12:12 .� Mean Roof Height .. .... ......... ...... (Fig 2). ......... ft :533' �. Building Width,W.., -,....., Fi 3 . .....::., 1�}ft,s.80' ✓ Building Length, L (Fig 3): ....._ -.......ZC,)ft s 80' v' Building Aspect Ratio(L/W) ...... (Fig 4). ......../_ <_3:1` Nominal Height of Tallest Opening ......... .........(Fig 4). , ..::.... ....,,..:. ............... ........e5'$a_<6'8" v 1.3 FRAMING CONNECTIONS General:compliance with.framing connections..,.,..,........:...(Table 2)...................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1. Concrete ........ ....... .... ..:. Concrete Masonry ..... ......... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table°4) ................... in. Bolt.Spacing from end/joint of plate ..., .......:...............(Fig 5). ................................. �'( :in.<6" 12" ✓' Bolt Embedment-concrete..:.. ....................(Fig 5)'. .. in• >7° y Bolt Embedment. masonry...... .._.............. ..;...(Fig 5).. ......... ............. Plate Washer... ...... ......... .................(Fig;5).. .......... ......... .....:;>T,x 3°x,/n 3.1 FLOORS Floor framing member spans,checked .................. ,(per 780 CMR Chapter 55)..............:... Maximum Floor.Opening Dimension .......(Fig 6).: ......-: ;. U ft<12' ,... Full Height:Wall Studs at Floor Openings less than.2'from Exterior Wall (Fig 6)...:. ......... ......... ............. :1L' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..... .........(Fig 7)., .............................. D ft :5 d' ✓. Maximum Cantilevered Floor Joists Supporting_Loadbea. g Walls or:Shearwail................(Fig 8).:_......:............................................. < d Floor Bracing at Endwalls..:. .....:, .... ........(Fig 9).. ......... .....;,. : . .....:-: :.. . Floor Sheathing Type ....:,:. .............................. (per 780,CMR Chapter 55),.................................... Floor Sheathing Thickness . (per 780 CMR Chapter 55) ....: ........ d in. Floor Sheathing Fastening... .......:. .....,:.{Table 2)..; d nails at Chin edge/_ ,field f 4A WALLS Wall Height Loadbearin ;. 9 walls... (Fig 10 and Table 5)... ft < 10' Non-Loadbearing walls (Fig 10 and Ta61e 5) ft 5 20' Wall Stud Spacing ...... ......--....(Fig 10`and Table 5)...... .......... IG in. :5.24':o.c c/ , Wall Story Offsets ............................................. . ....:.(Figs 7&8).._,... .......:: Oft s d 4.2 EXTERIOR WALLS3 Wood`Studs Loadbearing walls {Table 5) 2x 6 - p ft in: Non-Loadbearing walls.. .,.„::. . ....:..: .......(Table 5)........... .......2xCv -- ft I in.; Gable End Wall Bracing' Full Height Endwall Studs (Fig 10). .. ....... WSP Attic Floor Length ... ...... (Fig 11;): eft>_W/3' Gypsum Ceiling:Length(if WSP not used) ,.(Fig�11). . ....... ......�ft>_0.0W _ 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) Z+ fi Splice Connection (no. of 16d common nails),...,.......(Table 6) ......... ......... -� �a+ C ) ATTV Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Mgssachusetts Checklist for Compliance (Igo CMR'5301.2.1.1)1 Loadbearing Wall.Connections Lateral (no. of 16d common nails) .......(Tables 7)... .:.,, ,......................................... 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) . .... . ...... ....._L?_f Qin <11 Sili Plate Spans ...(Table 9) :. ft in. < Full Height Studs (no. of.studs)...... . ....::. :.(Table 9) ... .... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans .......... ..........................................., (Table 9):... ..; .......... Z ft - in.:512' ........ able 9) .. Zft m <12'" Sill Plate Spans..... Full Hei hf Studs no.of studs (Table 9),.-;... .. .. ......... .......... .. . ._. .. .. Z. �� .Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of'Tallest Opening2 • _.... ... . ..•.4 `68" Sheathing Type... ....(note 4) .. ..... g Spacing m. Edge Nail S acin (fable 10 or note 4 rf less) _ Field Nail Spacing (Table 10).. .....:. . ........ _ in.. _ Shear Connection.(no.of 16d common nails)(Table 10).....................: ..................... Q _ ' Percent Full-Height Sheathing..... ............(Table 1.0). .....;, � 5%Additional.Sheathing for Wall with Opening>6 8"(Design Concepts)........: J Maximum:Building Dimension,L, q 9 ., Nominal'Hei ht of Tallest 0 enin z g P ... ...... ...... ..., ............... ....... Sheathin T e......................... (note 4) . .: . Edge Nail Spacing......... .... ..... ....::. ......(Table 11 or note 4 if less) ... I.. .. ... .. :; Field Nail Spacing ---.(Table 11). tz in. ...., Shear Connection(no:of 16d ,common nails)(fable 11). PorcentFull-Height.Sheathing ......................(Table 11). ..........: ................. .. .... 5%Additional Sheathing for Wall with Opening>6'.8".(Design Conce is Wall Cladding Rated for Wind'Speed? .................. 5.1 ROOFS . Roof framing member'spans checked?.... .. ......(For Rafters use AWC Span Tool,see BBRS UVe6site) 19)....:.:...... ,_�ft'<_af t/ -Roof Overhang................................... ..............(Figure rnaller o 2'or Ll3 'Truss or Rafter Connections at_Loadbearing Walls Proprietary Connectors . pIf Uplift,: .. (Cable 12) L /1 pif Lateral : ...(Table 12) Shear_. .......: ..........................(Table 12);............... S P.If ' Ridge,Strap Connections,if collar ties not used per page 21... (Table 13) .... T— plf ' Gable Rake Outlooker....................... (Figure 20) ....,_......oft<smaller of 2 orU2 ' Truss or,Rafter Connections at Non-Loadbearing Walls Proprietary Connectors . Uplift:... .......(Table 14)... .. ............ :... .. ....:....... Lateral(no of 16d common nails) .(Table 14) ....... ....... .. •• ►-— b, _ ' Roof Sheathing.Type ....... (per 780 CMR Chapters;58 arld 59) Roof Sheathing Thickness •• ......55.&in.>_1/16".V11S Roof Sheathing Fastening :.. ...... ........ .... _.......(rable2)......... .. Notes: 1. This checklist shall:be.met in entirety-, excluding the specific exception noted in 2,to comply with, he requirements of t 780 CMR 5301.2.1.1 Item T. If the checklist;is met i metal strap n;fs entirety then�the folio s,and hold downsare not. ' required,per the WFCM 110 mph Guide: a- Steel Straps per Figure b- 20 Gage:Straps.per Fig fi 011 g. c. Uplift Straps per.Figure 14 d All Straps per Figure:17 e Corner Stud Hold Down's per Figure 1'88 and Figure 18b 2. Exception: Opening heights of up to 0 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._ Coin i% bAr7"DLC?-:!4GP, L-C BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 L Cooke Res. j Header above double sliding dr Prepared by: LFG Date: 11/07/16 Selection (2) 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.6 in R2=2.6 in (1.5) DL Defl= 0.28 in Data Beam Span 13.0 ft Beam Wt per ft 10.68# Reaction,1 TL 1662# Reaction 2 TL 1662# Bm Wt Included 139# Maximum V 1662# Max Moment 5401 '# Max V(Reduced) 1409# TL Max Defl L/240 TL Actual Defl L/557 Attributes Section (in' Shear(in 2) TL Defl(in) Actual 82.26 41.56 0.28 Critical 28.77 11.12 0.65 Status OK OK OK Ratio 35% 27% 43% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2253 190 1.8 650 Adjustments CIF Size Factor 1.001 Cd Duration 1.00 1.00 - Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 245 =A No 4 Uniform Load A 0 R1 = 1662 R2= 1662 SPAN = 13FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Cooke Residence;for Cotuit Bay Design 412 Nye Road Centerville, MA GA proj.# 1671 BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 ?Cook Res> Ridge Beam I- /I Prepared by: LFG Date: 11/07/16 Selection (3) 1-3/4x 14 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.1 in R2=4.1 inz (1.5) DL Defl= 0.66 in Data Beam Span 20.0 ft Beam Wt per ft 18.89# Reaction 1 TL 2639# Reaction 2 TL 2639# Bm Wt Included 378# Maximum V 2639# Max Moment 13194'# Max V(Reduced) 2331 # TL Max Defl L/240 TL Actual Defl L/365 Attributes Section (in3) Shear(in') TL Defl in Actual 171.50 73.50 0.66 Critical 71.86 18.40 1.00 Status OK OK OK Ratio 42% 25% 66% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2203 190 1.8 650 Adjustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 245 =A i Ni a A wa'�iryr�9t >>1,�"` , - Uniform Load A 0 0 R1 =2639 R2 =2639 SPAN=20 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Cooke Residence;for Cotuit Bay Design 412 Nye Road Centerville, MA GA proj.#1671 N Massachusetts Department of Public Safety. Board of Building Regulations and Standards License: CS-042629 - C=1- Office of Consumer Affairs&Business Regulation Construction c.rv?'tia UC`•:ta°�.i'taap visor ONTRACTOy HOME IMPROVEMENT C e. Registration: 100014 oration Expiration: 678l2018 SCOTT A GOLDSTEIN,SCOTT Private Corp 37 AMOS LANDING RD 6097283330 REMODELING PLUS,INC MASHPEE MA 02649 Scott Goldstein 4, 37 Amos Landing .�.w..-.:r•-_..__ :,,r,' f��:_ ,:r— Expiration: 2649 Undersecretary Commissioner 12/29/2018 Mashpee, r _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map' V _,Parcel Permit# COD Health Division t Da Issued f0 Conservation Division � Feet �7d� Tax Collector Treasurer 6IG Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis J Project Street Address Village Owner C Pet ' T<0 GwT 6q Address Telephone �,3 q 'ZI b Permit Request . o o s n ^• ir ) alp v GN C (-osc�� LIA o I� ' �h a i p CA3 �i 1�1 0�1�C e r.S 1 Q� f` � I�CX�C� Le_ UbKN K Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size 3 �` Grandfathered: ❑Yes 0No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings Highway: ❑Yes Wlo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement'Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 o Number of Baths: Full: existing new Half: existing neW Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room'Count C : xLn Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other 3 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: DAts r5 No Detached garage:0 existing ❑new size Pool:0 existing dnew size 2.0 x Barn: ❑existing ❑new size Attached garage:0 existing O new size Shed: 0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes f/No , If yes,site plan review# Current Use h Proposed Use ps c I Iof BUI DER INFORMATION Name G Q M M e C- Telephone Number '7 2 7 '_5 - Address O �h License# c.! Ltt.q I Home Improvement Contractor# ( �1 �3 L Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO P,0 be�,-i SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT'NO. . DATE ISSUED _ MAP/PARCEL'NO. 5 ADDRESS VILLAGE r OWNER DATE OF INSPECTION: -, FOUNDATION f` FRAME Poop C-o 4L.A2- 7�114 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ,,,,ROUGH FINAL FINAL BUILDING L DATE CLOSED OUT I ASSOCIATION PLAN NO. �OfJHE Town of Barnstable Regulatory Services BArtxsrAHLE Thomas F. Geiler, Director Mass. �+ p.39 ,�. Building Division Thomas ferry, CB.O,Building Commissioner 200 Main Street, Hyannis,MA 02601 " www.town.barnstab)e.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: OokF— Map/Parcel: IyS /00 Project Address y/2 AjVE e—b Builder: UCKYI Rb POOL C C),2.NG. The following items vvere noted on reviewing: OO &%99 .ER, .ice PLACE 6�:-R eE POOL ,Reviewed by: Aim Date: I : Q:Forms:Plnrvw • 1: . ' '11 .4^.. r'' fb-,7 x .t.. s• +Iwr „' ;.. ms �x°:,,� :ti' .v c� tiSr s rr r)} ' ✓ :y,, .•„t ,ry',.� .1�, n o: ' xua, �' '-: «,^� i .r:+: ..tu } t�:'{ y 'k'ra ''" tk •,-- ' eu.,"P ,. 11, gir'. a :::f'. =t#`: Sd' 3.wh,.:'n ��✓"�j :':`k ,� :$w� 1 ..w r�.,,#, .,ysv� +"� Y , 'f ,u. ryv,{ J a d vn M.. SIP s': • .w �r:, ;mod.,: �t t H + �� �� > _.z •" �. __.. c � .,.. ..� r �:. ':;. .r.' �r 9 q,gw WF` 4� k,v i � I _} t .,�• w � ^ yv�froa� r � Y i4 �Je'.. rt x x�rn z�. �� 1 �2- � �°�'S�v ��yy .� '��� '�' "�"fij I A.� �'f,}, a.. � s� t� , C 2 Y�. k a Y•nt s. r us � `�' �' a� y. 9� �:i. -'kr�.re't:"s `• `� `+�4 s..v .w f'��� {rr�f:� �� �2. h.'� &h, +.w .,aa' t..i .r.a .J`s u .FZC.e�._�_ $..,� ' xi �•. ..� is I. 1. Y Al .��(g� � _ # t ,/J� �{ .,{ 4 r .�.... ..r•..•r+ � ... gy 2 eW�' 1 xe _• � K'Y°t^ y 1 s k"^.,.,gs�Le�°. a y i.' ,: � z �k � yt_ � 'p ( l 3 : § wia C k r Yl a ' ` 5� ..1 >,_. } : n,i t r°/-:�,'� ,;a `' .'` sh �4i ti / zrEs 9yq 'S��4t l f r 5 S +1 -wry t E Y ,;."' '--.»;•.w...ete�,,.m,,,�,,:,3 \�` a n �°�.m/s".rr q —wan—, E t txz 5,.•^71 r4'+S.V K. tt� �g ii fugiltlplllHBvie� f� � -'-��•1B� � @ � � —� dG ���� �.:. a: h 3'�a�§a.. •�� r�;aS- �fr =" if t � ��g� �9E�r���.�}E f ¢ a I������ y, m 'ter x- �,•�'za u z z�s @Osy�X'4pt5y "'"S�1`5s+ �� 4 n •^:—v t...". _i ,_ ...,...- _.,mX1 '�:.. 'SM nFYS�i�'A f l d: SOUTH EAA ST FENCE, f $ yg a' w $ 1 k!� 1[y !6G 5yy5}}. T:S ?Q / 52 IVp f A y III G � GE GRINDER w DE."s9Cik i / w ! / ® 0 ry o d � o ! e .r .. - /ale--.�•--�5I2 ® o�� `� SCPALEL: I Ain =N 20 BENCH (MARK EST1 � 19J5 ` �0 0 20 40 — -- 43 TRIANGLE Ell. 0 90 20 SANDWICH MA [� E T F 3 I . 1 License or registration valid for individul use only before the expiration date, if found return to: R c gull offi ce of consumer Affairs and Business tton fi 10 Park Plana-Suite 5170 Boston,MA 02116 blot valid without signatu,4 �e �GllllllG7lf!H?ffl�� Gf'��(!!�i(lCfffl::Q�<6 ' 4 RE of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR -_ -= Registration: 165732 Expiration: 3/22/2012 Tr# 294875 Type: Private Corporation BACKYARD POOL CO,INC. SHAUN BRUMMERLOH 9 FIRST ST � ^ POCASSET,MA 02559 Undersecretary The C:oninionn•ealth of J assachusetts 41 _ 1?epaa"rraaeart oflitr�rr.srrial.-�ccr�ents • Office of In+esrigatiorrs 600 ff"ashington Street Boston,;V-4 02111 . +�srtr.aaaass.gos�:`rTir� Workers' Compensation Insurance A•fida,%it: Builders C ontractot•s.rElectt•iciaus;Plutnbers licaut Information Print Legilk 'kppNune Bnsives,Or-L,. ita;icu,Iudividual'i: Q C. Address: — n N Cit ..'State-lip: 5� 'P:s ,; ► ' I Phone#: .� ' PIS IS Are you an employer?Check the appropriate box: Type of project(required): 1.el am a emploger a-iti, 4. ❑ I am a general contractor ar-d I 5 ❑New construction ensplc;ees(fill aud'orpart-tirue).* 1ta';e hired the;uU-con`sactors =.❑ I aui a sole proprietor or partner- listed on the attached sleet. !. ❑Remodeling slop and have ro employees These sub-contractor_ha,. �. ❑Demolition Workir g for me m an-y capacit•,-. eunpto;ees and have�.'orkers' cr ❑Building addition L"o wofkens' comp.im-urance Conip_insufallC@.- . requirad.] - �. [] 4t;e are a cotpcfation and its 10•❑Electrical repair;or adclitiet:s ?.❑ I am a licmeon-ner doit:g all is-ork oi3icef:s ha a exercised their 11.[j P1utn®ing repaif:or additiomi [No workers' comp. ri-Olt of exemption per�IGL t ❑Roof repair, - c. 152. jl(d).and we have n insurance required.] o etnpinyees. [SIG�':GY1Gef:,' 13 ❑Other �. camp,insurance requited.) °i,t}app icar[teat decks pax=1 its[.t a:o fill oo:the sE:-_on bel -,r sLoz�ng tier tcrken`compel satianpolir:info tea[sou.. F onteowne.s wL•o:ubma:iis aff3da:it indicating theg are doise all 1 off ane then L•Se outside.entra co:s m+t suonu:a Len off ds t�adi•_ar- -s.rclr- -i ontracto:s aa[chE s[Lu'oro must attacLed > addi:iosa:.heet siztc.u.toe unite of the sub-coti[[s tors and sta.e n'Lethe.or iot[hose�u:[re:Ira;e employees. I:the sus-contraao:>hx.€eanalo;�c-es.rile. ms [rroride their+ro:kers ccv p.politg a>tuber. Iain air errrplot•e,•that isprot•iding r+°orkers'eorupeir.sation irrsrrrance for urt'eniptoi•ees. Below is rilepolhT and job site fir forr+ration, ln-_urance Cotmpatr,- auie: •�. Q Folic. or Self-ins.Lic.w. �' ' k E piratiof:Date: ' Job Site Addre°:s_ , , C'itv--StaterZip: CC hTr"l I(► ►IV ®`����i � j— Attach a copy of the workers` compensation polic}-declaration page(shoring the polies number and expiration datet:' larder Section.� A of MGL.c. 15=can lead to the imposition of criminal penalties of a ailtue to secure coverage as required fine up to S1,500.00 and.-cr one-year imprisonraet:t_as well is civil penalties i a the fcfm of a STOP�j:ORK ORDER atlirl a in of up to$150.00 a day again--A the Violator. Be advised that a cop_of this statement may be for;tarded to the Office of Investieations of the DLA.for instrance coverage Verification. - I do)rerebt rertifl'it rliel�pa Pe'. es of perjrrrt•ilia(the iafforarration pro,ided abot•e is trite and correct. .. L Date: Sienature: — , Phcne r: O�efair rise orrlt. Do riot+(.rite ill t)ris area,to be eortrpleted by eitr or to+tsr off cial. " City or Town: PermitUcense A Issuing ALu[t101'1[T(circle one): - 1.Board of Health '_.Buildin-aDepa.rtment 3.City,Town Cterk 1.Electrical Inspector Plumbing Inspector 6.Other Contact Person: Phone#:_ -- 6 f Client#:41537 2BACKYARDPO1 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE 04/041204/2D/YYM 011 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 NE: FAX Dowling&O'Neil Insurance PA�c°No Eat:508 775-1620 (AIC No): 5087781218 Agency EMAIL ADDR SS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# } Hyannis,MA 02601 INSURER A:CNA INSURED INSURER B: Backyard Pool Co.,Inc. INSURERC: 387 Nathan Ellis Highway,Unit#12 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 CONTRACTOR 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. LTR AODL,SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER ND) YYY MMIDD/YYYY A GENERAL LIABILITY B4024529868 3/03/2011 03/031201 EACH��OEECCCUR��RENCE $1 OOO 000 tiCOMMERCIAL GENERAL LIABILITY PREAISES Ea o.Tur enoe - $30O 000 CLAIMS-MADE r OCCUR ' MED EXP(Any one person) $1OOOPERSONAL&ADV INJURYGENERAL AGGREGATE $2,000,000 REGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 PRO- LOC -- $COMBINED SINGLE LIMIT LE LIABILITY Ea a 'dentUTO BODILY INJURY(Per person) $ NED SCHEDULE° BODILY INJURY(Per accident) $ AUTOS PROPERTY DAMAGE $ NON-OWNED ERREN AUTOS AUTOS i $ ELLALIAS OCCUR RRENCE S SS LIAR _ CLAIMS-MADE _ $ T $ RETENTION$ TU- OTH- A WORKERSAND COMPENSATION WC424529918 3/03/20 1 03/ /201LIMITS ANY PROPRIETOR/PARTNERIEXECUTIVE�Y YIN CCIDENT $SOO OOO OFFICER/MEMBER EXCLUDED? I N t N/A I E-EA EMPLOYEE $50O 000 (Mandatory in NH) If yes,describe under E-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS below. DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions;other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed/to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Pinnacle Pools THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 28 Route 6A,Unit 4 ACCORDANCE WITH THE POLICY PROVISIONS. Sandwich,MA 02563 • AUTHORIZED REPRESENTATIVE y (01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD LS1 #S796441M79643 SCHAFER ENGINEERING ASSOCIATES >;n*incering Ctmsu,tant's:Civil,Structural,Building Design,Highway,Water&Waste Systems,Site I)evc.ioptr+e.-,t AFKO POOLS SEALED DRAWING ORDER FORM DIRE "riONS: Read Instruction Steer.Complete new form for each pool installationS AIM be Completed for order to be processed. Incorrect or incomplete' forms will resultin promarked eessirith g delays. normal processing time is(5)business days from receipt tsf correctly^ submitted order form. Order Requested y: _ j Ship To Address (legal street address: no P.O. BON): 10- Name: t �� c —TT p Name: J 10� Co. Name' 0. Street: 0 �^ 0. Street: Do, City: �, Is City: 0• State/zip., 0� state/zip-1_. Provide For a-rii�it 1 shipping/clelivere ttackin-Horn; - .:onfnrm3tt, • i' Pool Size& `P'ype: ®Qty 1. nit. lob,TotoI 0' Pool Drawing Number: (� c q� 5 7� �'J i o Cost t 0- Select One: o 42"Steel ❑42" Multl-Flex ❑48"Multi-Flex ' .Select One: r Equator Vkafko o Highland o Scotsman � . 590.00 ,S .Srrriland o Titan Total Vinyl ❑I'oudex I Oi° Select One(fbr Steel Pool Corner Radii f)n!t'-if rrpplieable):V6iro ❑2tl .❑eft i- Select Otte(f`w Steel Poufs Ilnit'): c -Brace c Box Brace S45.00,iKA 4 frame(dirrtahtjck/ej o Aframe(7'ltreaelerd Rod) ❑Aframe(M'niA e)djastahl lC.r,rir�'c:, j S90.00 ti Structural Calculations for 1'00l Requested: $45.00 S iL:r,nr� ts) Custom Preview—Add:S60.00 5 For Orders Requiring CA,NV or TX Seals—Add S50.00 S Priority Processing(see Instruction Street)._.add$200.00 S TOTAL PAYMENT REQUIRED: S Pool Installation I.ocatiorr (k1ust provide complete full t ddress): b- Ft.€I,Name oE'Pool Purchaser: � CID Ful( Street Address: 1� Citt,: State;Zits Code: r rri 45mm u, xxTTff ru LATCH r' o RELEASE X NOO O tD O" UPPERLn MUUKING c m -� kn RRACAET • -n fD 20.1/V n i 1r10WING ORACKE GAIE i MOUNTING PLATE . s r 2• O o W 73 R, W (� A INSI IA o TEtMQ lL GATE#iKCE_GAP 3j8•47/16M (9-37mm) ADIMJVtiIRIT I� 28mm�" — STFIKER . M--� - Stan �• 3.3/B"..�,,,. o 86mm o 52 P D D / RA 'E GRINDER ALLOWED 77' �.. StAeAIS DESIGN. oi ��L,� o Ql CV u ;/ ; 3 52 RONO o so BENCH- MARK EST. TOP-OF FOUDA. N PLAN" ELEVATION Q55.21 1995 BARNSTABLE CS DATMM � SCALE: 9 Id = 2® g� 0 20 40 43 TRIANGLE CIF — SANDWICH MA--01 0 90 20 506 364-&- JoE'r" E T E-3 4 I PRODUCT 118 Page No. of Pages PINNACLE POOLS 2911 10 Clayton Road 28 Route 6A Middleboro, MA 02346 Sandwich, MA 02563 866-309-4150 t PROPOSALSUBMITTED TO PHONE DATE STREET JOB NAME �� fit✓; �f� � CITY,STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: . _c..v...lo� =.�........1%5` ....... __ ....�'........ 1 ;c�� g7l) .C��s _ Ile le ' 3 ' . . � ..................................... ..... ... °� � . . . ... .......... . .. .:.... . �l 3.. . - f d � � cif 23 t/� CAA f•�e�'¢/ �: .......................,.. ................................................_......................................._................................... ............. ......... ........ .L. .[.. �_.4_.1_ .................... ..c✓ I / ............... .. .. ..................................... .. ............{ ................................................................................. ...................................... ...................... ....._.... .........................._.................................................... .......................... ................................. - C 4 Ric pruPUSP hereby to f nish material and labor—complete in accordance with above specifications, for the sum of: 1/,C� a9 /;v dollars($ ). Payment to be made as fo s: �2 "° �� �� (r�c�( �� �G�Ow�Ce.�GQ Z7"� W��2� ka �j ,��1 '�l.f'� All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders, and will become an extra Signature charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control.Owner to carry fire, tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. IF Arreptaurr of Proposal —The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Pavment will be made as outlined above. 2-D' COPING ° TURNBUCKLE DEADMAN ) P LATE I )=11 ° ill o _ STEEL POOL PANEL- 1I=I1 lil VINYL LINER ) )=I ) l 111 ONE PIECE FORMED ° ) ) ) ANGLE BRACE CONCRETE FOOTER 6" DEPTH MINIMUM I ) I1=11 lil CONCRETE POOL BASE YI-r { �-t � i i I � 11-1 ) =1 I I-111=1 11-111 )=) 11 )= STAKEf� TYPICAL SECTION AT THE POOL WALL SYSTEM PANEL BRACES STRUCTURA P E-. EVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS ISSUE#: 11-6624 DATE:06/01/11 EXPIRATION DATE:06/30/12 SEAL IS APPLICABLE FOR: Ken COOKE 412 Nye Road Centerville.MA 02632 STRUCTURALLY COMPLIANT WITH THE BOCA(1999): ' NSPI-5(1995 thru 2005). MA BUILDING CODES(8th Edition).AND NATIONALLY ACCEPTED IBC/IRC(2000 thru 2009)CODES EST/MA TED PROJECT COST WORKSHEET LIVING SPACE - Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq.foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X.$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq.foot= OTHER 0-z)h square feet X$??/sq. foot= �� b � Total Estimated Project Value �J For Office Use Only -- lnclusionary Affordable Housing Fee [�Residential ❑ Commercial** Property Owner's Name Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ r IAHFORM 1/3/00 THE T Town of Barnstable Expir onths ro issue date Regulatory Services Fee 1. t &umsrnat r PAE �omas F.Geiler,Director MAM 9�A APR , rBuilding Division " cc g�(�F tFp A 20�8 Tom Perry,CBO, Building Commissioner ®�eAR�s 200 Main Street,Hyannis,MA 02601 TABL, www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION = RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number —s -;U ' Property Addresskl_L l e 12opt7 C C- wq t L ut ['Residential Value of Work 169 000 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address ✓l 0.0 a cr—, 1 Z ail )2 ef�:A A,?r1j t 11e- Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ am a sole proprietor am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) nn WA5d'Re-roof(stripping old shingles) All construction debris will be taken to Mj ZC ! L ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of.Permission. A copy of the Home Improvement Contractors License is required: SIGNATURE: vz,4,�j Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 w., ;Y• �� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information // Please Print LeLyibly Name(Business/Organization/Individual):�0u'f 14 S..t: ,o�IC� Address: L12 A) Y C Pp City/State/Zip: e6d i&4QJ I-L i` Phone.#: So s 'M _Z f t C� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I . employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2:❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .❑Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y P t3'• 9. ❑Building addition workers' comp. insurance comp. insurance.$ [No wor _,J�quor 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.0I 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.Q116of 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. 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: Policy#or Self-ins. Lic.M 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.Section 25A.ofMGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 iip to$250.00 a day against the violator. Be advised that a copy of this staternerit may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1-do hereby certify under the pains an en I of perjury that the information provided above is true and correct; Si ature: 10AA Date: Phone#: S O g c/7-0 bjr( Offccial 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� Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide wor ers'compensation for their.employees. Pursuant to this s tute,an employee is defined as "...every person in the ser7nor another under-any contract of hire, express or implied, oral or written."An employer is define as"an individual,partnership,association,corpora ther legal entity,or any two or more of the foregoing engage in a joint enterprise,and including the legal repr sentatives of a deceased employer,or the receiver or trustee of an' ividual,partnership, association or other lega entity,employing employees. However the owner of a dwelling house aving not more than three apartments and w�lto resides therein,or the occupant of the dwelling house of another w employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building a urtenant thereto shall not because such employment be deemed to bean employer." ha ter 152 25C 6 also states that"ever state or local'licensin agency shall withhold the issuance or MGL c p_ , § O ` Y � g g Y 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 ofpublic work L tit acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." \ I 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)*d phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limite .Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'co •pensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be shre to sign and date the affidavit. The affidavit should be returned to the city or town that the application for t-a pe or license is being requested,not the Department of Industrial Accidents. Should you have any questions r garding e law or if you are required to obtain a workers' compensation policy,please call the Department at the number lis d 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 prted legibly. The Dep ent has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations h to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a re ence number. In addition,an applicant that must submit multiple permit/license applications in any given year,need \da t one affidavit indicating current policy information(if necessary)and under"Job,§ite Address"Lhe applicant sIde"all locations in__(city or town).".A copy of the affidavit that has been offcially stamped or marked by town may be provided to the applicant as proof that a valid affidavit is on file'for future permits or licenses. fidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not relatesiness or commercial venture (i.e. a dog license or permit to bum leaves etc.)'said person,is NOT required tothis affidavit.The Office of Investigations would like to thank you in advance for your coop s uld you have any questions, please do not hesitate to give us a call.. The Department's address,telephone-and faz number: i TheICommonwealth of Massachusetts t De`;parlment of Industrial Accidents Office af,Invest gations - 600 Washington Street ` Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-72777749 Revised 11-22-06 www.mass.gov/dia FSHE Town, of Barnstable �O T�ti . Regulatory Services t Thomas F.Geile r Director • saxivsrest.t:, � 163q A,0 Building Division tED MA'I Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 vt'ww.town.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION G Please Print , DATE: `-I_ 6 JOB LOCATION: / I U 7 L� (2�— ��/CI�L"�V /L L� number street village Jam, ((ff �/ I "HOMEOWNER": 14n OeW co-okie 5-09 /2g'6S-/ S�y� _9Op ` L/!�,Clq name home phone# work phone# CURRENT MAILING ADDRESS: �'c�.(TtntojtLE IMa . 6Z 63 city/town state zip code The current exemption for"homeowners"was extended to include owner-occuQed dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such. "homeowner"shall submit to the Building Official on a form acceptable,to the`Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Depaitment, minimuni inspection procedures and requirements and.that he/she will comply with said procedures and requirements. Si tore of Homeowner Approval of Building Official . Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,. w Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fon7Vicerti5cation for use in your community. Q:forms:homeexempt IHErgiti Town of Barnstable ` Regulatory Services BAMv KAM LE$ Thomas F.Geiler,Director " Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 \ Property Owner Must Comp to and Sign This S ctioni f Using A Builder I + as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized b� this building permit application for: (Addressf of Job f� f i Signature of Owner ;'` Date f" r i J II I J Print Name f If Property Ownex is applying for permit please complete the Homeowners License Exemption Form on the reverse. side. QTORMS:O WNERPERMISSION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'NA 4t Map' 1419 Parcel Permit# c s l Health Division I AO 5 W,. Date Issued —D Conservation Division ` 11 , Fee d . 671 Tax Cblector Application Fee �' f Treasurer ®-5 Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address A1/A A- / 0e Village C6ofel- % f1-e to 3A Owner _rQZA)V�0,",!2 ® Address xm� k® -Q 1-111e Telephone Permit Request R� -t- C9 X< Square feet: 1 st floor: existing( _ proposed ft. f 2nd floor: existing / proposed Total new Valuation 1 Zoning District 2'C Flood Plain Groundwater Overlay Construction Type Lot Size / `v �✓ Grandfathered: ❑Yes Ur<o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) e Age of Existing Structure Historic House: ❑Yes !N'Co On Old King's Highway: ❑Yes 2H417- Basement Type: ®'Full ❑Crawl ❑Walkout ❑Other .= Basement Finished Area(sq,ft,) Too Basement Unfinished Area(sq.ft) -7/ (o�N Number of Baths: Full: existing Half: existing ; new Number of Bedrooms: existing J� new co Total Room Count(not including baths): existing �d new First Floor Roo Count Heat Type and Fuel: Z'Gas ❑Oil ❑Electric ❑Other - Central Air: ❑Yes Z(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &_IT01__ Detached garage:❑existing ❑new size Pool:❑existing Cl new size Barn:O existing ❑new size Attached garage:A'existing ❑new size Shed:B existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ . Commercial ❑Yes Z o If yes, site plan review# Current Use M _ _�- - Proposed Use- BUILDER INFORMATION s v - 2-3 '7 Name j Telep�% hone Number Ad ess �. ' License# Home Improvement Contractor# Worker's Compensation# P ALL C ST UCTION DEBRIS RESULTING FVMIP&PROJECT WILL BE TAKEN TO MA CdAz Z34,e .S k,SIGNATURE DATE 4. s FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED ' MAP/PARCEL NO. ADDRESS.` VILLAGE OWNER- - - DATE OF INSPECTION: FOUNDATION ar' FRAME 2_ - b INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r: GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . y RESIDENTIAL BUILDING PERNIIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 + Altemfions/Renovations $50.00 Building Permit Amendment $25.0.0 �S FEE VALUE WORKSHEET 6 NEW LIVING SPACE square feet x$96/sq.foot= x.0041 plus MOW ow app AhTERATIONS/RENOVATIONS OF EXISTING SPACE 3 square feet x$64/sq.foot— t,Zq Px.0041= 5• g� plus ftornbelow(if applicable) GARAGES(attached&detached) ., . square feet x$32/sq.ft._ x,0041= ACCESSORY STRTJCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf . 75.00 >1000 sf-1500 sf 100.00 • >1500 sf-Same.as new building permit: • ' square feet x S96/sq.foot= x.0041— STAND ALONE PERMITS Open Porch x S30.00 a ( Desk x$30.00= (number) a o • ,-�x S25.00. ,r d vo Y (number) Inground Swimming Pool $60.00 Above Ground Swimming P001 $25.00 Retocation/Moving S150.00 Q _ (plus above if applicable) permit vee 2 I o• R 1 Projcost PAY:063004 i tME Town of Barnstable E spy_ . Regulatory Services LAB Thomas F.Geiler,Director MAM s639 163 Building Division • ,��' pTFD t'Oy a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us .fice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE. a— 9 `O S .� L-Y(0 t�. Lr JOB LOCATION• `"1 I � �� L' '� � �-� T number n street village "HOMEOWNEXI: ��c����-�, Cb vIC F qp -OS l c7 .SAS--6D --06S ? name home phone# work phone# CURRENT MAII LTG ADDRESS: 5 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be *Psponsible for all such work performed under the building vermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department inspection procedures and requirements and that he/she will comply with said procedures and re ements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor!' Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board-cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your cornmunity. Q:forrmhomeexempt The Commonwealth of Massachusetts Department of Industrial Accidents — Office of Investigations _ — 600 Washington Street, a Floor 3' Boston,Mass. 02111 Workers'Compensation Insurance Affidavit:Building/Plumbing/Electrical Contractors name: address: l imp &v,g,F 7 city 0—1, state: work site location full address): ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction ZKemodel I amcf a sole proprietor and have no one working in any clacity. "Buldiri Addition #"{b.F4.i•+wM'e .['::li.. :i ., rs•s�t.�',.>� p> q. 3 f�a. :g�+, erv: ,,.pl t,• 2an!a¢•,•: r�n•. ' :.`.:I c:• R.r .:d��. '_.,:�..a :'..?C'.::��_: c. '�'�c��.Y��4r�:..,.�'?�:R !y':1•a�rl;L,•b.,t,.,xpd>�..e i�;.�T7} �'r�5i;^e?•,{v;�ry FQ'�ps��rv.a;•y�r V�.�,N�.v,e•.d.»1n - ( am an emploZ).-J-rz viding workers' compensation for my employees working on this job. + company name: I S.i address:' city M.A 0 ; G 3 3phone#• Insurance co "CiA L I-AA C6 policy# -�. a,1r f�4`.-.X..t`�.d�r�n thFuS�.s#tu,�.+.J�:s.,°�`.'.1✓e.+,'s.dt..4tK..c���•(�•�,�s.>C•ia,r,: ,wan 1d' n...,. er .+ - !a:<,a.:•b liK�:.C='�u_ ..�.• 4•. .S.l:i`:arbra;,l>;:"a�.ie'S:x..��t?-.'i�-i '•�yti:;P�N 33��yy..Me ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address city phone M insurance co. policy# �. ;Zy:��.�.rYpx 1,.�.£.;i°�'4`�:�:-a�ia�# F.�F,:.^•'a;Y?i�'�:'>;'�""`�.,:s-�:..S�aPfi:�Y� 'ty ."2t;Y:' �,r � y.^.0 :{%'.i',+. "rs'c� ..Yti' aa.: .;.�.,. _ . • ,.y: r. ...�.'ysi..vtir.fi..n a..�3'. ...5f...t.,:..:.. :.t''.��. .�..r's Ye:i `�+�;;�':i''.'�:�S`•Y'i'F'.jg l';i'1;?''.;:�;;'%rld;{� 'company name: address: city: phone#• insurance co. policy# K. :t F;g�ddi i'51-4` 'eti e e a. ry' x: .r �r >+�. n �t b�<` x p.a: > Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to Sl,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a' copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. d I do hereby FceL' under �enalfi �o� er ry hat the information provided above is true and correct, _ Cigitt nature Date —l.5 name VA)F74 coo ld-� Phone# 7Awl official use only do not write in this area to be completed by city or town official city or town: permit/license# []Building Department - ❑ ❑Licensing Board check if Immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised Sept 2003) Information and Instructions Massachusetts General Laws chapter 1.52 section 25 requires all employers to provide workers'.compensation for their . employees. As quoted from the"law", an employee.is defined as every person in the service of another under.any contract of hire,express or implied,oral or written. . An employer is defined as an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every,state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. ' ' ? �, �:�>i 'i��a. .+ 3•'ry +?*r .�. Y:. G?�'..�'ev ;»�..••;a;�'- i�l,..:V�'�.,,r,.. y,,. ,+:.. �'' x i'•.5 rE...5'L.�i `' r'�• °'•'•;!� '.t►:.x•G• &£`�, ':aT:1ti 'avr,•'• t, z�•;.,a� �i;i2�:. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed.below. r +� �i qi. :Ti�` Fr;mi:3. b""?k"��[. '""%i �. a.�`:�r:;i [►';:. ar:>-. t•. ..t,z."• ,.u ,�.•ar•{r �3 - �, ?'Y' c F3e 3a",'',4 r r..,.:'� .�':. Tu;rV.>r t°".q.-:•.. f'r'i•` °'•�::W 3 ;�.`...'�w,?'f,`�' i.g,.� .`ai= a•.� +iX.. ,..� '�,, b� �qb..n;.�' t;;i:, $•T:° �;?r55'i'` `: ,•>>; ; ,? �?ar.a��� •'c:1>���` �. .�, :3R A� y-+.,:. s- •>A �^' S' 'sb.•..•'.. i?''. ,`B• .vi1• �'h� '� t» �i�r �ti�si`�«�lx7a z� r'�5 •'a.4+, za'`��•'t��,s�..s�•"�r �`�P'} y5,�:�a �r-r:'p �`5+E`sdt M.. F 'r r a��f'a•[Y�'a�^+ City or Towns .Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions, please do not hesitate to give us a call. t5om.W. n•.+{Y ••��[[,, (..i�; ':•A6�, ��1' t SY: .�.� .•��+ i•,xlyblyf+Jf t 4�- wi'i e�.,..... �..�. -�Pfl<�Sx..';fr_'rt% . �iY{}nOC' .:TN»�tF ..'4T;' .. �.".�}�� li��• �'.r 'T�T. u'r i\�1: ! ~L'�y1�.�}Jr�' �°�,•r.: 1.. �.. Z+' .Tn L� Y..- Yi•.. � "' 4.�:�,t�4 ��� k�,�..$ �. '&N s< � J"' x 'va b>.+s •3r'G`k», �3k.rd•��„< � �G�,1sr �s�a:y r a'�ii a7} ,•„r �'#r-r,nt "�'r �' 3.iS The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,71n Floor Boston,Ma. 02111 fax#:(617)727-7749 phone#: (617)7274900 .ext.406 nO CUR Appendts 1 Table JS=b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with FF"d Fuels MAXfMUM MINIMUM lg Wall Floor Basement Slab Heating/Cooling Glazing Glazing Wall paimaux Equipment E1licicncy Areal(%) U-valuct R-value' R-value R-value° R_va wall it�uil Package 5701 to 6500 Hating Degree Days 6 Normal Q 12% 0.4o 38 13 19 10 Norma! R 12% 0.52 30 19 l9 IO 6 6 AS AfUE S 12% 0.50 38 13 19 10 N/A Normal -15%.---._.._.._.....036.-.._.._ ..._._._38 13 25 NIA - U 15% 0.46 38 19 19 10 V 15% 0.44 38—� 13 25- NIA 83 AFIJE W 15% 0.52 _ 30 19 _�19 6" 10 Nomnal X IS% 0.32 38 13 25 N/A - N/A Y 18% 0.42 38 19 25 N/A N/A Normal Z 18%e 0.42__.[ 38 13 19 10 6 90 APUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: / 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY##2): t� 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION.- BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a , 780 CMR Appendix J Footnotes to Table A2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ftz of decorative glass may be excluded from a building design with 300 ft,of glazing area. = 1 1999 glazing U-values must be tested and documented by the manufacturer in accordance with After January , g g the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U=values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R 38 ihsti ation"inay be substituted-for--R-49-insulation: Ceiling R values-represent-the sum of cavity---. .-- .. insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing, and interior drywall.For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 6 The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors,over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ° If the building utilizes electric resistance heating use compliance approach 3;4, or 5.• If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see.Table J5.2:1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 �FTME T Town of Barnstable Regulatory Services MST ASS. .e � Thomas F.Geiler,Director rfOMe�°i Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date i' AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. / Type of Work: G/o Estimated Cost W;g ooc> Address of Work: �. J Owner's Name: •�'/'00 Date of Application: I hereby certify that: Registration is not required for the following reason(s): , ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Owner pulling own permit e Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY - I hereby apply for a permit s the agent of the owner: Date Qffl*ft&*f6_Name Registration No. Date " `v Owner's Name Q:forms:homnffldav- T - Daniel E. Braman, P.E. • �� � � ` ���VC�� o��� 189 Harbor Point Rd t 0 CummagW4 MA 02637-0361 ccaq•1,Te 5 - 't- o5 40ri 2 a� C A.STp..&Ae C50s) 3ct4 28<j A- �j,Z(o 3 4© s : �E. A.Nt� � �C�,A•rrt ', 14.��� �GRcT�. C.v,ra.r� 24�2� tZ�F�aatL UJ o.Lr. Q t s x.lZa LIE-c7 p' 4o x mm q-a c:i -Q U. s e �J rcA-M�� �P,�-�► t�, T Raj.Loll,D'� l Z.` ��o©tZ, I� EDO a V-, l)s�.:. w 8 x l 5 6k\Kev� ztovis +c4y\ °ems o DANIEL E. RRAMAN �. ® STRUCTURAL ©ssioNAL 7•--C4 RAMSBEAM V2 . 0 Gravity Beam Design L-icensed to: Dan Braman, P.E. Job: Cooke , 412 Nye Rd. Cent. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) . = W8X21 Fy = 36. 0 ksi Total Beam Length (ft) = 14 . 63 Top Flange Braced By Decking LOADS: Self Weight = 0. 021 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 14 . 63 0 . 180 0 . 180 0 . 000 0 . 000 0 . 480 0 . 480 SHEAR: Max V (kips) = 4 . 98 fv (ksi) = 2 . 41 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 18 . 2 7 . 3 0 . 0 1 . 00 12 . 01 24 . 00 12 . 01 24 . 00 Controlling 18 .2 7 . 3 0. 0 1. 00 12 . 01 24 . 00 --- ---- REACTIONS (kips) : Left Right DL reaction . 1. 47 1. 47 Max + LL reaction 3 . 51 3 . 51 Max + total reaction 4 . 98 4 . 98 DEFLECTIONS: Dead load (in) at 7 . 32 ft = -0 . 095 L/D = 1851 Live load (in) at 7 . 32 ft = -0 . 227 L/D = 775 Total load (in) at 7 . 32 ft = -0 . 321 L/D = 546 RAMSBEAM V2 . 0 - Gravity Beam Design ., L°i.censed to: Dan Braman, P.E. Job: Cooke , 412 Nye Rd. Cent. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X15 Fy = 36. 0 ksi Total Beam Length (ft) = 11 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 015 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 11. 00 0 . 180 0 . 180 0. 000 0 . 000 0 . 480 0 . 480 SHEAR: Max V (kips) = 3. 71 fv (ksi) = 1. 87 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 10 . 2 5. 5 0. 0 1 . 00 10 . 38 24 . 00 10 . 38 24 . 00 Controlling 10. 2 5. 5 0 . 0 1 . 00 10. 38 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1. 07 1. 07 Max + LL reaction 2 . 64 2 . 64 Max + total reaction 3. 71 3. 71 DEFLECTIONS: Dead load (in) at 5. 50 ft = -0 . 046 L/D = 2859 Live load (in) at 5. 50 ft = -0. 114 L/D = 1162 Total load (in) at 5. 50 ft = -0 . 160 L/D = 826 oFt► �a,, Town of Barnstable Regulatory Services MAS& Thomas F. Geiler�Director y_ MASS. $ A�F1639. 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 _PLAN REVIEW Owner: Map/Parcel: ( 4 b Project Address 4 7 M YE (Z,,4 Builder: Ko yj S (ac[ z The following items were noted on reviewing: k1 Qin-� 1104ti P A) 1),l d c)Lo i c c, ,,,,4xI1Fl/ e. V Y 414 LU) 4.i Reviewed by: Date: 7 2 / "U s Assessor's map and lot`number .....L> 0 7 it Cot ZO(/ 7�" O�1 �cz; ` -s^yOF THE Sewage Permit number .... .......................................... " SEPTIC SYSTEM MUST INSTALLED IN..COMPLI 1 STABLE, +.ywfouse number ..... -L.....A.y.E.......Rd-...:.: .............. WITH ARTICLE II STAT °oo ! MAO& o� 639 SANITARY CODE AND TO 11M0 � - TOWN' ?®F 'BARNS ffrE UILDIN.G., 1NSPECTOR APPLICATION FOR PERMIT TO . 6A 9ZA .�......gs.:. ✓.! + 't"° � .................... .......... . TYPEOF CONSTRUCTION ....Y!tP D........................ .......................................................................................' ............. tJ e. 19 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following.information: ' ' " . . NYEod Location ...Y. . -.... t...iR .....C.�r!! ..................................................................................... ProposedUse ...... !4. .A.�. .............................................................................................................................................. Zoning District ...... ........................................................Fire District ..... ................................................................ Name of Owner .k.V....... ,. gIR.� 4TT.)*............. Address Name of Builder ........SA'"`��" ....... .............................Address .................................................................................... Nameof Architect ..............................................Address .................................................................................... Number of Rooms .....7 ........................................................ ..'PPYACU......1.t.!'!!e. ............................. Exterior .....................Roofing .....Jr. 4 .. ............................... Floors ....................................Interior ... t !' . `le.o C ................................................... Heating ..../r/,/eft.................................................................Plumbing .......P"V ............................................. Fire lace s p ....�.�'...................................................................Approximate Cost ....��.�..�t1...�................................. ..... - - �S" Ste` F�= . Definitive Plan Approved by Planning Board ________________________________19________. Area `..�... .......................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH LE Aa � p l � IPA n - =-7 1 hereby agree to conform to, all the Rules and Regulations of the Town of Barnstable regarding the above construction. Names :... . .... . .......... ... . .. ....................... Mercandetti� Paul L. No Permit for ........add...breezeway & ...... ........ . ........ ......)garage to .:dwelling .......................... ........................................ Location ......... ........ ................... Centerville ............................................................................... Owner ............Pau. ...L.....M.ercan.det.t.i................... . .. .. .......... ...... . . Type of Construction ..............frame ............................ ............................................................................... Plot ............................. Lot ................................ Permit-Granted ... ..........Octaber...5......19 78 II Date of Inspection ...... ..........19 19 Date Completed ....... PERMIT REFUSED ...............................................:................ 19 ............................................................................... ................................................................................ ............................................................................... ........................... ............................... ................... Approved ..... .......................................... 19 ............................................................................... ................... ........................................................... . ! Assessor's map and lot .number Sewage 'permit number .. ....................................... ....... ptlW IDE �NST ICE 11 ,� �aiii rj 'IN E ro TOWN ' O F> B A R N S 1�c'""1B BARiSTAML i C, I M6 9. .; BUI,LDING !� INSPECTOR .. ..... .......� APPLICATION'FORS'PERMIT TO: ...................... ........ ....... ... .......... TYPE OF .CONSTRUCTION - .... .1 ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby 'applies for a,p/ermit according to the following information: Location v.- -.. �2U /v �-e � .. •• ......... ProposedUse .... e.s '. 1....... ........... ........ ...... , ...... ............. Zoning District. .......... E`�`�� ..0:.......................................................Fire District .C�e^.�..........!.�`.. ,..�s.fe�C�1i..�..:�..............,. cale- -` ?a. ox Zi eeyL4,e - Nameof Owner ...PA.V. ..... P............................!.:............Address .... ............. ................................................ .. ....... Name of Builder ...... ....Address d Nameof Architect ..................................................................Address ..................................................................................... Numberof Rooms .....5..........................................................Foundation ....P. ...... .e ...................... ( J Exlerior ............ `..................S..r.".�. Roofing .... � e� .../."�. .1 5..............: Floors ......f7. ...... ....Interior ...... Y.............................. Heating .... ...� .. Ao.. .............................................� Plumbing ,.. ..�1.!�.t[",�.. Fireplace ..................................................................................Approximate Cost .....��...... .......................... /1 Definitive Plan Approved by Planning Board _______________________________19________. Area �.4F...X!...:.. Diagram of Lot and Building with Dimensions Fee ..:......: > ......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I r4h� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. W.......... . ��.. .~ ' Mercandetti, Paul ' ~ [ ' story, .-- . . . ~.. for ....................................4ing ^ / la family dwelling� � --_—.----.----------------.. . . �1 ' Nye/v. Road ---�' ---'—''�------'---------` Centerville ----.----,-----------------. �aol �mrcao�m�t� C�vvnar ------___________.�____. . . / frame Type of Construction .......................................... . ' -----..—.--.----------.^----- ' _ ^� `~ #2O . '-Pkz . Lo� � ��--------. ----------' t Granted �6 ` —Perm_ _ --- ` . . --Date of Inspection --'lP '� 'Date Completed ^�/ ��7� ' lg ^ ' `' —'`---.--- PERMIT ^ ---- ^� ...........................................�^ ^~ � ----.-----..--------.'�-----~—. ,,__,.._..�.................................^ _ ~ —.------ �'--. 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T . , t , _ r 1 �; r1 ", _; :j �` ysi +fi '� 1 ISCAL ItR=�/o` _f, L-/ ,197e } sk xd ti.j} }r,;'�r�/'/ I k .- ' '. jH �F MQSs 9 f I. / 1 # 'i r r ' a,T a v r Y / r y�.- 1 OATS ;� t Pr 1 ! �1 t , i 1 '1r { r , t , O WILI-IAM vP. �- r RW •r r{' d vf. f t't rt I Fr t f,.k t y { I"I,. J., s i iJ ; , f�j ,rat r kJ "4 4jCAPE ,CO) SURVEY 'CONSULTANTS , ' ya.a� 4", r r i v `^'BRYANT `� � ' °' . I' `'TON SURVEY COSUL'jANTS ZINC try ; trs No.15721 ) s A DIVISION OF .B0 f. `` FtnU TE I'32 f "' r W� {i;'pta ✓) "}lrrirX 9 r;I+ss b . i J i � C`S T.E�yp�'4 S e, r �r41�'Jt,i�'#,.I` gat , ;� e { ,: 1 '� ' �r, �0`suR�``i.'` ttI �HYANNIS, MASS i T+ ¢ }t t, r , #g a t t:nI f yk V�I t r . 1 1 t tp d { F Tf # w f 1lf`eVqt {rl:4 i.� keq R R aj' ,� " FYI' ,b' t#Y v 3 r -r i 2Y)!. i.. J "r m. 1 Si r,, r 'r. ,r x '# F 1%( r F _ t''.,k A; 6r1 1 I 4 + ! r �.. i !I T rr .r,+...,,. l �' k'4Y ter, ' F# k ! `a. 4 t {i t i T.. r r *ASS 9 x ✓; ✓1+.JcF,! r ,�rs.-!` .*;�t I,1"s,},..,,..- '-%4 ti_--.- :II ( -u:, t e ,.... _ ._ f _ n.l .�-`,` S -- - Steps Position Add A-f rome at 6' panel joints as shown Inlet 6' 8' 8' 6' 6' 7' � i 6 Rad.PVC insert(4) 4 " , 6' 6' I I I I I I I I o I I I I s I I I I I I I I'MIN. 12' j 20' 8' SAFETY ROPE 8' I , I AND FLOAT I I I I 7' I I I I I I I I I IL I I I -------------IL_ I 6' I 6' 4' I I 6'Step Option 6' 6' 8' 8' 6' 6' Skimmer Inlet ---------- ------------ ---------------- - 6' 3'-4" 6 Waterline 40" Fin. ---------8'----------------------- 11 " Deep 4'-8 0 D � o. �- 4' —�-- 10' 1 14' 12' � Steel DIVINGISLIDING EQUIPMENT SHALL BE 6 A C]z ��" DESIGNED FOR SWIMMING POOLS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE F Z a ctc-a n g l e 2 C 3 4 0 DIVINGISLIDING EQUIPMENT DWG#: MANUFACTURER'S SPECIFICATIONS. rm KARES42-2040-8'H 08 AREA(SgFt): 800 PERIMETER: 120' , PLEASE CONTACT THE DIVING/SLIDING JOS EQUIPMENT MANUFACTURER FOR VOLUME(US Gal): 28 800 LINER AREA(SgFt): 800 DATE: 01/Jan12008 THEIR SPECIFICATIONS. VOLUME(Litres): 109 100 SAFETY COVER(SgFt): 924 SCALE: 1/8"=1' MEETS DEPTH AND SHAPE MINIMUM STANDARD ANSI/NSPI5.2003 8'Step Option Rectan le Y SHEET:1 OF 2 2008 0 0 cr o 0 40'- 2 I H1 C Part number Description Qt _k Q S1 02-SP08 8'Plain 6 5 5 02-SP07 7'Plain 2 - -'' 02-SP06 6'Plain 9 7 9 r-------------':r 02-SS06 6'Skimmer 1 1 1 o I I 02-SI06 6'Inlet 21 2 2 I I I I 6'Straight Ste 1 8'Kafko Straight Ste - - 1 I A-Frame A-Frame Multiplier 14 14 14 N T i------------i---------------- -------------- 02-BC Corner Brace 4 4 4 I I 05-0063 9 6"Radius PVC Insert 4 4 4 I v 15-0632-9 Optional Deck Supporls 64 61 61 I I I I L------------- i S2 A 2, L2 D B H1 IS1 STRUCTURAL P.E. REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL I NOT FOR USE IN MASTER PERMIT APPLICATIONS I I I I I I I I ISSUE#: 11-6624 DATE:06/01111 EXPIRATION DATE:06/30/12 _----- __-------I---------_ SEAL IS APPLICABLE FOR: I I Ken COOKE I 1 I 412 Nye Road Centerville. MA 02632 I I I STRUCTURALLY COMPLIANT WITH THE BOCA(1999): LI I I NSPI-5(1995 thru 2005).MA BUILDING CODES(8th Edition).AND ---- -------I-, I I � I NATIONALLY ACCEPTED IBC/IRC (2000 thru 2009)CODES I IS2 A B C D A H2 D H1 24'-5" 14' 26' 32'-9 3/4" H2 14' 24'-5" 32'-9 314" 26' S1 34'-5" 28' 12' 23'4' S2 28' 34'-5" 23'-4" 12' A - 1 20' 44'-8 314" 40' Rectangle 20' x 40' DWG #: KARES42-2040-8'H-03 DATE: 01/Jan/2008 SHEET: 2 OF 2 I 46-8 3/4" 14'-8 3/4" 14'-1" 74' 16-10" 4'-11/2" 7-0" 3'-71/4" 7-8" 6'-5" 3'-0" 4'-1" r-5° 7-2" 10'-10° t014 relocate existing 4"stack - 1nexisting 4"stackBEDROOM KITCHEN BEDROOM DN _ Tile floor FAMILY OOak floorexisting FHA to be relocated FHA return iD —— 1 —— Oak floor ....._..._.I o 1 i rub to L o 2e68 -�' 1 I ='�-_ -------ill-- N N , 1,8„ ----- Wee t1 O H BEDROOM BEDROOM 0 STUDY N Oak floor uP LIVING Q Oak floor � i W O 5249 ��J Of EXISTING SECOND FLOOR PLAN GENERAL NOTES 11'-111/2" 3'-41/2"-�- 1.ALL DETAILS,SECTIONS AND NOTES 3'-4 7/16 4'-11" 2'-0" SHOWN ON DRAWINGS ARE TYPICAL p-t1/4" AND SHALL APPLY TO 51MILAR 8'-4" 51TUATION5 ELSEWHERE OTHER- W15E NOTED. 12'-211/16" 2.THE CONTRACTOR SH ALL EXISTING FIRST FLOOR PLAN DIMENSIONS AND CONDITIONSITIONS ATT 517E PRIOR TO COMMENCEMENT OF CONSTRUCTION.. Scale:l/4"=1'-0" 3.BLOCK OVER ALL CARRYING BEAMS,BEARING WALLS,AT ALL STAIRWAYS,&WHEREVER ELSE NEEDED FOR FIRE STOP OR NAILING43 to O N 4.PROVIDE 5IMP5ON#H2.5 HURRICANE TIES W y ALL RAFTERS THAT DO NOT ABUT CEILING JOIST B AND AT ALL TRU55 LOCALS 14'-9 1/4" (+-)— 2 ' V Q (+) C3 L O '8.CONTRACTOR TO VERIFY ALL ENGINEERED 8'-1 1/2" 3'-11" 2'-2" 32'-0" � � Q[ CQ WITH THEIR RESPECTIVE MANUFACTURER AND 6'-0" 4'-1" 7-T Obi T c LUMBER WITH REGARD TO 51ZE AND APPLICATON new FHA register locations SUPPLIER, existing door Z 4 I-3'-101/2" 10 10 window nd�r axisting window 61112" relocated new iW2432 window new relocated casing to casing p� y�4 F"S 6�8 S w` 28.6815 IiG� ! off center drain to O Ilse of soffit below Bed -r- -- - accommodate N g ATH _ -�_ - --- - ----iI-s-cellln ea l ne below _,; relocate echanlcle has4"plumbing vent relocated �ioting4"etak,KITCHEN t cab/che eneo m ce �A1 V BEDROOM 10 i9e9 Demo Notes: v DEN a 1 Entire first floor is to be °j existing relocated m m Ul BEDROOM ) - g demoed down to the rough Q @Lframing ' c � 3,-4�� existing FHA to zsse N be relocated wrn h Existing heat registers 2)Remove all kitchen N _ �—6-3" i9 8 —to be relocated cabinetry and appliances _ Q q, ost u existmgcoumn below oer 3)Remove all plumbing fixtures less - -W8z15 steel beam flush '-= W8x21 steel beam flush -------and cabinetry from bath h seat � -- 11-0 -- 71/2 ) - D 7 MUD ROOM BEAM#2 4)Staircase and finish walls on both sides to remain intact , 1 2-e.e-e9iiu A 5)Existing FHA and plumbing feeds � BEDROOM to second floor are to be relocated �o,;�-o o.,ee _— new door .-2'-11" to the proposed false cabinet chace. DINING LIVING ------------- ----- ------------—------------ P L � N 2 I 3 dQ»2-1 3/4''a91/2"L_VL o Nno NEW WINDOWS SCHEDULE iq woz window seat woz m p m NUMBER QN FLOOR CODE PROPOSED SECOND FLOOR BATH Wo, I , c35 B •, o Scale:l/4"=1'-O" WO2 2 1 TWI846 wca 2 N WO3 1 1 TW2O46-3 WO4 1 1 ITW2432 WO5 1 2 _ TW2432_ CL PROP05ED FIRST FLOOR PLAN_ Existing lowered ceiling existing 4"plumbing stack to be Approx,lacation of contains plumbing chace proposed cabinet/chase be relocated into proposed --2x816"OC to existing second floor cabinetichase above master bath 12'-6"— � ------ -s ---- - -- ----- -- C 51mpso-LU5 hangers g r , / \ l�l 1/2"Galy.bolts 2'OC,Stan er I 1v' -� a i' . I I n / i �i I i wall lines above 2xfiller U "- - - - - - -- ---- �~j redirect Second floor feed 1/2"ply filler I r_ - �-- /- redirect existing first LAUNDRY ROOM to cabinet/chase(see Wax_Steel Beam I I , proposed new partitioning floor bath heat to toe proposed second floor plan kick of new kitchen cabs --- and bath above for termination O ---- ------- -- --_-_I __. _I I, existing 1x3 strapping I - -- j UNFINISHED . V C -------- - _ _ - .- 501LERROOM it Pin 1 i II I new ix3 strappingexisting FHA feed O I existing FHA 5/5"ply,glue and screw I ; return� p •• II.------------J 71INIIHED wee—_ ——_Existin lowered ceilin MEDIA ROOM 9 9 15'-2" at HVAC and assumed floor beam 0 W FIN15HED FAMILY ROOM U Q Existing Electricle service I � W O — I 4� 11'-11 1/2" 20'-01/2" X 32'_0" Now ilasters 2- -- EXISTING BASEMENT PLAN New freeze boards 12'-0"-- - El 0 FM 2 CR055 SECTION z soale:va"=r-o O -- - New kitchen window location Verity with cabinet supplier � 0 - Window to be y /Relocate FHA register , U O O �--Demo Window relocated / Demo Window Demo Door Mo% ve door 24" s- N L 1 �� 0� Reverse swing and 43 Z Ol relocate door New patitioning Existing waste pipe _ , FHA feeds to second r from second floor BATH ��� floor to be relocated 43 Demo Window DINING bathvoberelocated �[ � 2xa 16"oc e ( FAMILY V 12 Relocate FHA register match existing and add one additional Dearing wall to be l��.v outlet in new powder room I -I� replaced with(flush) Wax21 steel beam 2-13/4"x91/2 LVL -(- 1 \i 2-2x8 a I I Firsts floor FHA return air xQ I I ducts to be relocated in toe PW2046-.3 ---' —y_ li I I Bearing wall to be kicks of new,island cabinets eafet lase Demo Door I I replaced with(flush) Y9 i _ lower sash I _ Wax15 steel beam Do not demo glass height min.16" Demo Notes: above finish floor 1)Entire first Boor is to be 5TU DY __ _ -___ - demoed down to the rough P LIVING window seat with w' �� framing storage draws 2)Remove all kitchen 12L\ cabinetry and appllances --------------------'2x6 cantilever 16"OC— 12 3)Remove all plumbing fixtures 2-2x5 header and cabinetry from bath -Y L 2"HI-P board ouround 4)Staircase and finish walls on p --i both sides to remain intact ' a EXISTING FIRST FLOOR DEMO PLAN J.,,; S)Existing FHA and plumbing feed 2x12 Wrap ___ - to second floor are to be relocated to the proposed falee cabinet chace. O en Walls areas scheduled for demo............... -. / Proposed new partltioning........................... �l < <�ei/er ----------- -----------L------- ----- -------- 2 DETAILATBOXBAYWINDOW 2 3 2 5ECTION AT FRONT BAY WINDOW__ Require input from heating contractor 104 1/4" � 61 1/2" Require input from cabinet contractor casing— --- = e A B 3 C W�+ II m lid --2'-0" 5CALE:115"=1'-0" _ ILI3/4"oak floor III y 40"-2x416"OC wall with 1'-6" � F 1/2"rock both sides U 41/2" 4'-310 p 36" .12"-' 36" '�33" �< 36"---_��24"=�i, 36" 213" ------ A W o 3 � �! requires input from cabinet contractor Door Casing g5^ — I I II I li II I II l � 1x finish 3/4"raised panel N ® I I I ��I I I I � `•'�' � � T sheet rock to sheet rock Gt T-3" �.�4 1/2" V Scala:i/2"=1'-0" 12`-0" I Scale;1/2"=P-0" 3 � III --.------- - 0 �requires TV specs II 0 L II ( � � 4„pr jeccion Max.—� m L � N Min. 11 E N E O M � � II I y 4-, D LOT 19 N� \ e/oH J�L'S F. A1001� FOUND V % � O � S76 34'3S"E � ]�2.4 I � GgRgG f o �E s2, I T k IND % DECK RP�P CB/DMG. / FOUND 4 LOT .ZO +� 18,086E S.F. FF SF NG 4F Ss39� F� GENERAL NO TES.• 1. HOUSE NUMBER: 412 q �,�a��"•' 2. ASSESSOR'S INFORMATION: MAP 148, PARCEL 100, LOT 20 J. FLOOD ZONE• X (FEMA PANEL 250001 0542 J (7116114) O 4. ZONING DISTRICT RC 5. LOT COVERAGE BY / / 4 SOP - _ pq EXISTING STRUCTURES 3,890 S F./ 16,086 S.F. 24.2.E 2 A " LOT , ,,2 / B"ArT F. & LINDA Al ry pqR Pt�ARSALL APR 2 5 201 p / An0 TOWN OF BAnNSTABLE N89'04'51"W 115.80 LPOOL EQUIPMENT ON CONCRETE PAD FOUNDA T/ON L OCA T/ON PLAN FENCE AND FOR PATIO LOT Z1 ENCROACHMENT N/�. JENNIFER 000KE CH RYL A. BRE'NNAN RLMH BL1VL'TfN0 4 l2 NYE ROAD OF MAssq�'S- , ° G CEN TER VILLE MA GARY S.LABRIE m O y V N0.40039co �FG Ss�o�L Scale: 1 "—20' Date: 04/25/2017 LEGEND TYarwick Associates Inc. CB/DH o CONCRETE BOUND Wl TH DRILL HOLE fj'3 County Road B02 8O> OYc'ANN BY: LM., R.d W. DAZE 04%25/2017 20 O 10 20 40 FOUND North Falmout/4 Mass O,Z558 CHECKM Br` GA SvErT 1 or 1 SCALE 1 /NCH._ 20 FEET (5Q8) 583 — ���� P.-1L�d Pro�fe�cts 20r04�SS16028�dwg�SS16028CPP.dwg _ BASKETBALL W HOOP / LOT >9 NIF BAH l� J.4dlAS A FOOD /49.2 49.�TEL. FOUND N N 49.2 PP / _PICKET � 53.0 FENCE OQ- / S76" 34, 53.6 48.7 4z- o ARBOR �2 45 AF STOCKADE P4 52.9 G 54 eR/ k 53.7 O O FENCE 48.7 / / �R/ q�k 53.5 �N �jyq 3.8 tt � BENCHMARK: Cpee� / 53.9 O / NAIL 1 Fp GARAGE 53.8 L. 48.42 / ?C / G'F 53.6 Q 2ND SFON / 54.1 FLR. DECK 48.3 q N j/ 28/). LAWN /54.3 OFC/f J A, / 53.9 CB/DMG. <v� ��� A3.9 r / LAWN V�PO FOUND 48.7 � y4o LOT 16,08� S.1f'. o�c'f y�.�Sn ��� ,off e� FF SF N� o f / ,°, 54.8 GENERAL NO TES. 1. HOUSE NUMBER: '412 47.8 54.0 ' / 52F PARCEL 100 LOT 20 2. ASSESSOR'S INFORMATION: MAP 148, , l CF q 3. . FLOOD ZONE. X (FEMA PANEL 250001 0542 J (7116114) i �o �o v 53.9 LAWN 4. ZONING DISTRICT RC v 52.8 / APPROXIMATE 54:1 _-.LocaTloN of 5. LOT COVERAGE--BY- 54.2 _ p �P EXISTING SEPTIC 086 S.F 226% 635 S.F. f6 54.1 SYSTEM A. EXISTING STRUCTURES. 3, / , " Q 54.1 `� ' 954.3 B. EXISTING S7RUC7URES/PARKING/PA WNG: 4,392 S.F./ 16,086 S.F. = 27.3% pq no A. EXISTING & PROPOSED STRUCTURES.- 3,915 S.F./ 16,086 S.F. = 24.3% 4.2 B. EXISTING & PROPOSED STRUCTURES/PARKING/PAVING 4,672 SF./ 16,086 S.F. = 29.0% LOT ,22 47.1 // 54.2 poi. ' 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY / 4.1 N B"NT F. & LIN.04 I 52.2 � Dye''D�r 7ELEVA7IONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. +47.3 \\ 53.3 \\ pq P ARSALL _ \ WATER _ e/ SERVICE / +51.6 \\52 wa STOCKAp \� qT/O 46.8 % ----SO '-�\ FEN \ 54.2 o �\ L9 ro4'51"W CE \ PP YDI7ANT 115.8T-S2 POOL EQUIPMENT ON 54.0 ca /� /�/ CONCRETE PAD z � S PLAN / LA 11 0 -n _ PFENCE ATIO AND OF FOR N � LOT ,Zl ENCROACHMENT 1 iv S. 3 GAFsY JL NN/I L R l.i V/wr \L_ N U LAf RIE CH,RYL A B.RLNNWN m No.400 RUTH BMA'YL'1 IO � FCIST ,#412 NYE ROAD S7�NAL L CEN TER VILLE, MA LEGEND Scale: 1 "-20' Date: OCTOBER 3 2016 ---54 ---- EXISTING 2' CONTOUR ---50 ---- EXISTING 2' CONTOUR +52.5 EXISTING SPOT ELEVATION N IYa?ww ck & Associates Inc. PP � EXIS71NG UTILITY POLE CB/DH CONCRETE BOUND NTH DRILL HOLE 63 County Road Box 801 DRANK 8) L.M., R.dW. DATE I0/3A6 20 0 10 20 40 FOUND North Fader =M4 .Mass 02558 CHECKM Bri 6a S MEET 1 OF 1 SCALE 1 /NCH = 20 FEET (J`O8) �563 - 7777 P.• Land Projects 2004 jS5780281dw9lSS16028&vdwg 20`-0" _ NOTES: 8'-7" 2'-10" 8'-7" A 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE ANDERSEN ANDERSEN q & DIMENSIONS IN THE FIELD DURING FRAMING CONSTRUCTION TW2442 TW2442 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE DETAILS, & FINISHES IN THE FIELD WITH OWNER 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION o BARI 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS INSTALLER/CONTRACTOR. STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS SOFA 5.) 110 MPH EXPOSURE B WIND ZONE CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ANDERSEN ( TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) A251 T� a 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL OR HORIZONTALLY W/ BLOCKING AT EDGES, 3 EDGE/12 FIELD NAILING U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE -VALUE R-VALUE R-VALUE (VAULTED CEILING) © 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 1 0.32 0.60 49 20 130 1 15/19 10(2FT.DEEP) 10/13 © 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES FOR ALL NOTES: PROPOSED & EXISTING DETAILS 1. R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. A'NEW 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR on TABLE 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL POOLHOUS ALL SIMPSON COMPONENTS 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 20"SQUARE CUPOLA W/ WEATHERVANE.VERIFY ANDERSEN FWG120611-4 q OLWNERS DETAILS&MFR.W/ FRENCHWOOD DOUBLE SLDING A 10'-0" DOOR 10'-0" 'Lu -1 ii co 20'-0" ® Imo-- NEW ASPHALT ROOF SHINGLES b 9:V TO MATCH EXISTING HOUSE -y- POOL PATIO o C-4 c!) ifs TYP. 1 x 8 FASCIA,FRIEZE,& UL SOFFIT BOARDS rfl � d •,u- TOP OF PLATE cn 3... NEW WINDOW TRIM TO MATCH EXISTING HOUSE NEW W.C.SHINGLE SIDING TO MATCH EXISTING HOUSE f NEW CORNER BOARDS POOL TO MATCH EXISTING HOUSE TOP OF SLAB FLOOR PLAN . FRO NT ELEVATION- ) SMOKE DETECTOR © CARBON MONOXIDE DETECTOR NEW RAKE BOARDS TO MATCH EXISTING HOUSE 12 12 a $ a $ TOP OF PLATE TOP OF PLATE I I I I I I TOP OF PLATE 0o 00 00 TOP OF SLAB I I OF SLAB TOP OF SLAB ELEVATION- THE REAR ELEVATIONLEFT ELEVATION RiGHT ERRORSIGNER OROMIS LL IONS NOTIFIED IF ARE SCALE : DRAWING NO. : � ERRORS OR OMISSIONS ARE FOUND ONTHESE DRAWINGS PRIOR TO START OF COTUIT BAY DESIGN, LLC NEW POOL HOUSE FOR: CONSTRUCTION.THE BUILDING CONTRACTOR 11 1 11 WILL BE43 BREWSTER ROAD IN DRAWISIBLEFOR THE STRUCTIOCONTENT 1/4 1 -O IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 02649 COOKE RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508) 2 74-1 1 66 THESE THE OWNER NOTED.ANY OTHER USE OF 508 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 11/14/2016 Al FAX ( 412 NYE ROAD CENTERVILLE , MA ACT F THE DESIGNER UNDER THE ARCHITECTTECTURAL COPYRIGHT PROTECTION 20'-0" SOLID 2 x 8 BLOCKING IN THE OUTSIDE 20'-0" TWO RAFTER&CEILING JOIST BAYS 10"CONCRETE FOUNDATION WALLS @ 48"o.c.,ALLOW SPACE FOR AIR W/4"WIDE SHELF&10"X 20" FLOW ON THE UNDERSIDE OF ROOF A CONCRETE FOOTINGS TO 4'0" SHEATHING A FASTEN RIDGEBEAM TO A BELOW GRADE /� POST W/SIMPSON LSTA18 STRAP - - - - - - - - 2-2x8HEADER I I K,2J 2J 2K,2J — — — — — — — — — — — — — — - - - - -� I I NEW I o i I POOLHOUSE I i I 3-1 3/4"x 14"LVL RIDGEB AM _ q I ( I Y&(R 0)RIGID NSUL UNDER I I I I I I I I I I I I I I IL — — — — — — — — — — — — — — - - - - � 4 x 6 POST FROM RIDGE — — — — — — DOWN TO 2-1 3/4"x 9 1/2" 4K,2J 2-1 3/4"x 11 7/8"LVL HEADER 4K,2J LVL HEADER W/4 X 6 POST UNDER EACH END DOWN A 4 x 6 POST FROM RIDGE A TO FOUNDATION,FASTEN A DOWN TO FOUND. APOST TO HEADER W/ 20'-0" SIMPSON BC44 CAP/BASE 20'-0" FOUNDATION PLAN- ROOF FRAMING PLAN- NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS TYP. ROOF CONST. 3.) VERIFY GUTTER TYPE/LAYOUT -2 x 10 ROOF RAFTERS @ 16"o.c. W/OWNERS -5/8"CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 1 -15LB. FELT PAPER SPRAY FOAM INSULATION @ SLOPED CEILINGS(R=49) -3-1 3/4"x 14" LVL RIDGEBEAM 2 x 4's @ 16"o.c. -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM TO"OF ROOF 12 -PROP-A VENT BETWEEN RAFTERS -WIND WASH BARRIERS 8 -ALUMINUM DRIP EDGE TYPICAL ASPHALT TYP. 1/2"GYP. BOARD \ ROOF SHINGLES ON 1 x 3 STRAPPING TOP OF PLATE 5/8"CDX PLYWOOD SHEATHING 3 x 10 RAFTERS `� 15#FELT PAPER 2-1 3/4"x 11 7/8"LVL HEADER @ 16"o.c. SIMPSON H 2.5A HURRICANE CLIPS BARRIER WIND WASH � 3'0"WIDE ICENVATER SHIELD TYP.WALL CONST. 15" INSTALL 5/8"ANCHOR BOLTS AT 24"o.c.MAX. ALUMINUM DRIP EDGE W/SIMPSON BPS 5/8-3 BEARING PLATES 1.2 x 6 STUDS @ 16"o.c. NEW 2. 1/2' PLYWOOD SHEATHING 6 9 CORNER AND OI A 8"MIN MUOM DEPTH 1 x 3 STRAPPING W/ 1 x 8 FASCIA BOARD 3.6"(R=21)BATT INSULATION POO L H O U S E 1/2"GYPSUM BOARD 00 4 Co 1 x 4 SOFFIT BOARD . 1/2"GYPSUM BOARD 1 x CONT.VINYL SOFFIT VENT 5.W.C.SHINGLE SIDING - 4"CONC.SLAB W/ io I � I 1 x 3 SOFFIT BOARD 6.TYPAR EXTERIOR VAPOR BARRIER 6 MIL POLY UNDER ;n - I I TYP.2 x 6 WALLS I 1 3/4"CROWN o) TOP OF FOUND. 1 x 6 FRIEZE BOARD 24"o.c. I P.T.2 x 6 SILL W/SEALER 4 (R30)RIGID INSULATION P.T.2 x 6 SILL d W/SEALER DETAIL AT WALL _ 10"CONCRETE FOUNDATION WALLS o N � W/4"WIDE SHELF&10"X 20" SCALE: 1/2" = 1'-0" CONCRETE FOOTINGS TO 4'0" BELOW GRADE A SECTION @ POOLHOUSE A2 ANCHOR BOLT DETAIL. SCALE: 1/2" = 1'-0" THE ERRORSIOROMISGNER IONSLL ARE FOUND O NOTIFIED IF NY SCALE : DRAWING NO. : C O T U I T BAY DESIGN, L L C NEW POOL HOUSE FOR: THESE DRAWINGS PRIOR TO START OF CONSTRUCT ONE THE BUILD NG CONTRACTOR 11 1 11 43 B R E WSTE R ROAD WILL -0 IN THESES RESPONSIBLE FOR THE CONTENT 1/4 — 1 E DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 02649 C O O K S RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508 2 74-1166 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 412 NYE ROAD CENTERVILLE MA CONSENT OF THE DESIGNER UNDER THE 11/14/2016 A2 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.