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0048 SHERYLES WAY
��� �`7 a i`.- t.r L.., w .i.^" it ,.'.1.„`4 ', - '�+ --+-c..,, .�•L`�•��� ..;}-'C :`'. i'. ., ,N..:..'T, . ,'"!... ,q`pptME Town of Barnstable BARNSTABLE. Regulatory Services MASS. °39 Building Division prFO Mptl a, 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection44 Location 7�51���U G s Permit Number Owner �c +K Builder z z One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0� 2 All A 0A), A) . S/ �E—S v • - �o UN'b E yq- I 4) &i�5 - BSM� WI( C �rS- NG-C-9sN /s'� �u al2T/7,bxj WW?--� 'S7�Z BC-624 4 Please call: 508-862-4038 for re-inspection. n }� 7o SN S U L4-7r(!, Inspected by ' 1(2J �► /tit. Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION C>?O IM7.,&V Map C Parcel. Application # Health Division Date Issued Conservation Division Application F4 Planning Dept. Permit Fee 2 Date Definitive Plan Approved by Planning Board Historic : OKH Preservation / Hyannis av Project Street ddress 4- J/) /-e S e Villag / Owner S v Sce vl At t. Address �'S �� �.6 ` /-_S' Telephone Permit Request e cth S' t r s� 0 o r . j Y-0 0 i e'kPa-rK .� a n c�-f 2� -�1 O'D r bcd. re Z)m +6 j Ad y d � Square feet: 1 st floor: existing proposed 2nd.floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � S Construction Type Lot Size Grandfathered: ❑Yes �lo If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure /2Historic House: ❑Yes?,No On Old King's Highway: ❑Yes '�J&o Basement Type: ❑ Full >4awl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) C C7 Number of Baths: Full: existing �2 new �_ Half: existing new Number of Bedrooms: existing Jnew Total Room Count (not including baths): existing. new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other C) 1 Central Air: ❑ es to Fireplaces: Existing New Existing wood/coal stove; ❑Yds ❑ No Detached gar of xisting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: O existing ©�new=size_ Attached garage:�existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 -"0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ UJ E-n Commercial ❑Yes If yes, site plan review# Current Use e pL+ & Proposed Use rf -f A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) , Name 0S fet TS d Pi Telephone Number lo'Z-Y — �V y Address & 7 de� W License#tr( (G T C4d I Zz;, M t �d✓ M °� Home Improvement Contractor# I a 7 O r ' r �' y .I S- Worker's Compensation # /V LU E c �1 ��/7 3 Z� ac/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Al�l; v j F FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED , MAP/PARCEL NO. ' ADDRESS ' VILLAGE ' `OWNER l DATE OF INSPECTION: - FOUNDATION Sfit OK. d/ &ARC4- FRAMEE fffty 3� INSULATION S� lF� �ol2�i�G - �krxs is A-4- 1 _ FIREPLACE ELECTRICAL: ROUGH FINAL { PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.:� _ AYVC Cicide to YVood Construction hi Fligh JYirtd Areas: 110 tieph JVind Zoiie Massachusetts Checklist for Compliance (780 CI NUR 5301.2.1.1)i Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. ..................:..........................................B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 'oP stories 5 2 stories s✓' Roof Pitch•..............................:............................................(Fig 2) ..........................................1:5 2 .� MeanRoof Height ..............................................................(Fig 2)........................................... 5 3 BuildingWidth, W ................................................................(Fig3 Building Length,•L ..............................................................(Fig 3)........................................... 0Building Aspect Ratio(UW) ...............................................(Fig 4)........................................... 3:1 _1L Nominal Height of Tallest Openingz ...................................(Fig 4)................................................ = 5 6'8" -� 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................:........................... . ........... ConcreteMasonry........................................................................................ ........ 2.2 ANCHORAGE TO FOUNDATION t'3• O 5/8"Anchor Boltslimbedded or 5/8"Proprietary Mechanical Anchors as an alter a in concrete only Bolt Spacing-general ........................................:.(Table 4)............................................... 7 n. L� Bolt Spacing from end/joint of plate ................:............(Fig 5)..................:.......,.........�?_in. 5 6"-12", Bolt Embedment-concrete.........................................(Fig 5).................................................. = in.?:7" -tG Bolt Embedment-masonry.........................................(Fig 5).............?............................... 15" PlateWasher..*.........:...................................................(Fig 5)..............................................>3"x 3"x'/." 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor O enin Dimension...................... P 9 . .............(Fig 6).....,.............................................._ft:5 12 Ns)- Full Height Wall Studs at Floor Openings less than 2'from Exteriot Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)...................................................._ft s d Floor.Bracing at Endwalls....................................................(Fig 9)................................................................... Floor She Type ........................................................(per 780 CMR Chapter 55)...........:........:.............. (/ Floor Sheathing Thickness :..........................................:.....(per 780 CMR Chapter 55)........................7:W in. Floor Sheathing Fastening..................................................(Table 2)..'d nails at in edge/,1,L�:in field 4.1 WALLS Wall Height . a Loadbearing walls........................................................(Fig 10 and Table 5)..............:.............Z ft <_10' Non-Loadbearing walls....................................:...........(Fig 10 and Table 5)...........................Z°ft 520 ' ✓ Wall Stud Spacing ......:.................................................(Fig 10 and Table 5)................... t in._24"o.c. ✓ Wall Story Offsets ........................................................(Figs 7&8)..............:............................. ft 5 d J� 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....................................................:.....(Table 5)...............................2x__Ll- -7ft 4,in. N Non-Loadbearing walls..........................................:......(Table 5)..............................2k I. - ft_in. _Ief� Gable End Wall Bracing Full Height Endwall Studs......................................:.....(Fig 10)......................................................... ..... 44 WSP•Attic Floor Length................::............... ;....'(Fig ).............................................. :V- ft 20/3 Gypsum Ceiling Length(if WSP not used)....:............:.(Fig 11).......:.................................::. -ft>_0.9W and 2.x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)........................................................ ..... or.1.x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .................:................... ..................(Fig 13 and Table 6)........... ........................ A-ft Cnlica CnnnPctinn(nn of 1Fd common nailsl.__....___..(Table 61......................................................... AWC Guide to 6Vood Corrstruetiou in Righ 14,'ind Arens: 1.10 niph Wind Zotie Massachusetts Cliec.lc�ist f0 i- Compliance (�so cvtn s3ot.2.l.;)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... f Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans . ........................................................(Table 9)................................... 2 ft in. <_ 11' Sill Plate Spans ........................................................(Table 9)...................................:�;,ft in. 5 11, �G Full Height Studs (no. ofstuds)....................................(Table 9).............................,.......................... a— _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. -z;, ft 27 in. _< 12' Sill Plate Spans.... .......................................................(Table 9).................................. v ft e�p in.s 12" Full Height Studs (no.of studs)....................................(Table 9)....................................................... 1 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 ............................................................................... ac-5 6.8" V SheathingType........:.....................................(note 4)...................................................... L` Ze K< Edge Nail Spacing Table 10 or note 4 if less ........................ in. Field Nail Spacing..........................................(Table 10)..........................:...................... in. Shear Connection (no. of 16d common nails)(Table 10).............:......................................... 4f / Percent Full-Height Sheathing...................:...(Table 10):................................................... % e/ 5%Additional Sheathing for Will with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................:..................................—_<6,8" —� Sheathing Type..............................................(note 4)....:................................................ `/ L'�tri ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)...........:............in. Field Nail Spacing..........................................(Table 11)................,........................,........ n. 4� Shear Connection(no. of 16d common nails)(Table 11)........................................................ Table 11 . . $ Percent Full-Height Sheathing:......:........ ......( ).......:......... ... .. .. . ...... ............... 5%Additional Sheathing for Wall with'Opening> 6'8"(Design Concepts)..............:..... a/ Wall Cladding Rated for Wind Speed?.............................................................. ............................................................... �G 5.1 ROOFS Roof framing member spans checked?......................::(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..............(Figure 19) .........:... �6 ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.......................:..............U= plf Lateral .................(Table 12)............................. .....L= T plf !� ............................ ........... Shear.................:..........:..................(Table 12)............................................S=_�Flf . -tL Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= !=�- plf Gable Rake Outlooker.................................7.........ffigure 20) .............eft 5 smaller of 2'or L/2 Truss orRafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= d lb. = . Lateral(no. of 16d common.nails)...(Table 14).......................................L �2 lb. Roof Sheathing-Type................::.................................(per 780 CMR Chapters 58 and59) ............. Roof Sheathing Thickness........................................... ..............................................1�4 in.>_7/16"WSP I/ Roof Sheathing Fastening.._..........................................(Table 2).....................:......,... ........................ _bG Notes: 1. , This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: A. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. i r A{VC Gi de to Wood Construction an f-la h I-Vind Ai-eas: I10 Niph Wixid Zone Massacliitsetts C1lec1dist for Coinphauce (780 CNIR 5301.2JA)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On'single story construction,panels shall be attached to bottom,plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally, south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. 1M1q-IEN THIS EDGE RESTS ON FRAMING USE W NAILS AT6"w_ 11 11 +1 Ir 11 1 y�Utl 1 1 u1 1 1 1 F �4 • u 11 II 11 1 11 1 11 I 11 1 1 1 w C' (Z r 11 11 1 O I 1 ��Q 1 11 1l 1 1 II `C 11 11,E 1 ' r 1 O M Ed W z w 1 1 1 1 w 17 11 1 1 1 d Q`M I 11 FRAMING MEMBERS In f i W i i i 1 i 1 EDGE 6+0 MEDIATE I I t II W ii 11 11 U w IL U W 1 11 11 11 S 1 1 I X 1 ii "MIN. I ! II rl 11 -L_ _ 1 1 . DOUBLE!DGE r "-------ri��l STAGGERED 3'MkJ NAILSPACM NArL PATTERN PANEL PANEL_ .•1 � PANWV-EDGE DOUBLE NAIL EDGE SPAC*G D2 rAL See Detail on Next Page Vertical and Horizontal Nailing V Detail Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment CAPIZZI HOME RvIPROVEMENT INC. Page 7 of 7 SPECIFICATIONS AND ESTIMATES STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, SUSAN YACEK OWN THE PROPERTY LOCATED AT 48 SHER YLES WAY IN MARSTONS MILLS, MASSACHUSETTS. I HAVE AUTHORIZED CA I'IZZI HOME IMP A BUILDING PERMIT IN ACCORDANCE R ROV MENT TO ACT AS MY AGENT TO APPLY FOR CODE. � THE MASSACHUSETTS STATE BUILDING I GIVE MY PERMISSION TO t TO APPLY FOR A BUILDING PERMIT IN AC ORDANCf�'Wurl'rll,�7 C LESSEE STATE BUILDING CODE. MR,THE MASSACHUSETTS SIGNATURE OF OWNER: OWNER'S ADDRESS: 48 Sheryles Way,Marsto 02648 OWNER'S TELEPHONE: 508-428-7486 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: I APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 N I ewtown Rd., Cotuit,MA 02635 I I APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: i RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): , ^ �Z,, /�'1 r /d✓ t'it Address:_ /� �G� /�P c� h 45 a- City/State/Zip: Phone.#: Are you an employer? Check the ppropriate box: Type of project(required):. 1.20am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees;and have workers' [No workers' comp, insurance ` comp.insurance. # 9. ❑Building addition required.] 5. ❑. We are a corporation and its' 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself o workers'co'mp. right of exemption per MGL 12.❑Roof repairs insurance required.] t . c: 152, §1(4),and we have no employees..[No workers' 13.❑ Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and.then hire outside contractors must submit a new affidavit indicating such. 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.pohcy number. Iam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob site information. ,,[' Insurance Company Name:_ �l�I� e d/v,e e• ( -0 Policy#or Self-ins. Lic.#:/y 1 0 _C q 5 Expiration Date: d Job Site Address: �^ J �tm'es ab, City/State/Zip• kfS?1V1'f 4f 1S (�2-fPT0 Attach a copy of the workers' compen ation policy eclarati.on page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonments as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against a violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA fo msurance covera a verification. ado-her-eby-c -ti- - a the-pains-and-penalties-*parjuFj4halt-the-infor-mation-pr-avided-above-is-tr-u and-correct si gnafore: Date: �� � Phone#: ' �� 0 ✓/ O Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 1 City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector .6.Other Contact Person: Phone#: f Client#:47298 CAPIHOM ACORD., CERTIFICATE OF LIABILITY INSURANCE 70604/2010/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Karen A Walther, CISR Rogers 8r Gray Ins.-So. Dennis PHONE 508-760-4630 FAX 508-258-2230 A/C No Ext: A/C,No 434 Route 134 nl DRESS: waltherka@rogersgray.com P.O. Box 1601 rKoUU%,CK South Dennis, MA 02660-1601 CuSTOMERID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED ' Capizzi Home Improvement, Inc. INSURER A:National Grange Insurance Co. Capizzi Enterprises, Inc. INSURER B:ACE Property&Casualty Ins.Co 1645 Newtown Road INSURER C: Cotuit, MA 02635 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L S TYPE OF INSURANCE S D POLICY NUMBER MM/DD EFF (MM/DDNYM OLICY EXP LIMITS A GENERAL LIABILITY MPB1075H 06/08/2010 06/08/2011 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $500,000 CLAIMS-MADE 51 OCCUR MED EXP(Any one person) $10,000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JECT PRO LOC $ A AUTOMOBILE LIABILITY M1 M280" 06/08/2010 06/08/2011 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $500 000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ 1XX SCHEDULED AUTOSPROPERTY DAMAGE HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS Uninsured $250000/500000 Underinsured $250000/500000 A X UMBRELLA LIAB X OCCUR CUB1076H 06/08/2010 06/08/2011 EACH OCCURRENCE s5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000 000 DEDUCTIBLE $ X RETENTION 10000 $ B WORKERS COMPENSATION NWCC45843208 12/25/2009 12/25/2010 X WC STATU- OTH- AND EMPLOYERS'LIABILITYs ER ANY PROPRIETOR/PARTNER/EXECUTIVEY/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Carpentry CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town Of Brewster ACCORDANCE WITH THE POLICY PROVISIONS. 2198 Main St Brewster, MA 02631 AUTHORIZED REPRESENTATIVE i ©198 -2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S52551/M52541 KW i .'. Board'of Wldipg Regulations and Standards License or registration valid for individul.use only HOME IMPROVEMENT CONTRACTOR before the exp[ration date If found•return.to: s. if �. Board of•.Buitdi: I2egul�aiona and Stundiirds R6g. 07 s. 1040 �. One Ashb'rk6n P.la-6 Rm 1301 ... w 23/2010 Boston;Ma.02I08 Urnd it Card, CAPIZZI HOME NARY GUSTArS 16451 Cotult,MA 02635 " :: ;. `Administ.rntor No vali itho, :` nA_ture +;=s:'�l:::'���a�+:�etitiutt •-:ll'tj�:�rriii:at i�F l?utiiic:;Sa9`e.ti -- -- . � � Boat•t!ref Sn�ld{�� 2i�uiatat;n. tns9 SFindards _ . r0nstru6ti6h Supervisor License...,.:.4 i_tcetase CS 74640' Restrecfed:oc.00.• z' • GARY GU$TAFSO[�F l3 SHORT WAYS SANDWICH MA Q2563 • � y Ea,iratior:•4 1 129/201 0_• . Try 7755. REScheck Software Version 4.2.0 Compliance Certificate Project Title: Living�oon/ bedroom extention Energy Code: 20 IECC Location: Mar tons Mills, Massachusetts Construction Type: Singl Family Project Type: Alterat\capizzi Heating Degree Days: 6137 Climate Zone: 5 Construction Site: ner/Agent: Designer/Contractor: cek Home Compliance: Compliance:6.7%Better Than Code Maximu UA:56 AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 200 30.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 446 19.0 0.0 24 Window 1:Vinyl Frame:Triple Pane with Low-E 54 0.270 15 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space A 200 30.0 0.0 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The p oposed building has den esigned to meet the 2006 IECC requirements in REScheck Version 4.2.0 and to comply with the mand Tory requirement Ii d' he REScheck Inspection Checklist. -A� Name-Tide na re Date � s 6 Project Title: Living Roon/bedroom extention Report date:06/08/10 Data filename:C:\Program Files\Check\REScheck\Yacek.rck Page 1 of 3 f REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Triple Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. (j Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure .systems.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Living Roon/bedroom extention Report date:06/08/10 Data filename: C:\Program Files\Check\REScheck\Yacek.rck Page 2 of 3 i14 Building framing cavities are not used as supply ducts. q Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Cl Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:Living Roon/bedroom extention Report date:06/08/10 Data filename: C:\Program Files\Check\REScheck\Yacek.rck Page 3 of 3 i . 2006 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.27 Door CoolingHeating & Water Heater: Name: Date: Comments: i Town ®f Barnstable Permit# 0 Expires 6 months from issue date Regulatory Services Fee PRS S Thomas F.Geiler,Director IG ® PERMIT Building Division p �v FEB Tom Perry,CBO, Building Commissioner 3 c�09 200 Main Street,Hyannis,MA 02601 'TOWN OF BARNSTAg� www.town.bamstable.ma.us Office: 508-862-4038 E Fax: 508-790-6230 EXPRESS PERIUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address `1 W a--1_o Nu �tesidential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address .-U-A . S Contractor's Name -F-A Telephone Number 50 Home Improvement Contractor License#(if applicable) ' 0,�5 3 Construction Supervisor's License#(if applicable) C S q, 9 loworkman's Compensation Insurance Chedl one: ❑ I am a sole proprietor ❑ I am the Homeowner have Worker's Compensation Insurance n Insurance Company Name i UL-�J u Workman's Comp.Policy# 1 3 Ll I Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) S-Re-roof(stripping old shingles) All construction debris will be taken to -u- C ❑Re-roof(not-stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. ---.A copy of the Home Improvement Contractors License is required. �J SIGNATURE: Q:Fomis:expmtrg Revise061306 r The Commonwealth of Massachusetts FDepartment of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ! `Please Print Legibly L Name (Business/Organization/Individual): 'FA � ,� , LG Address: �P 0 &x l City/State/Zip: dj-La MA- oa63_� Phone #: 56 i?—Y0-? cV oQ- qo0\ Are you an employer? Check the appropriate box: Type of project(required): 1 Z J am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Ll 13 — 0 3 q J fy) 5,56 Expiration Date: Job Site Address: S r L- L, � City/State/Zip: auuA� V�" Yk Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi he nd pe Ities of perjury that the information provided above is true and correct. Si mature: CC Date: a " tl 3 "9 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: r,•�raL,:q•y � d _ r RightFax C2-2 10/1/2008 1 :00:56 PM PAGE 2/002 Fax Server .............................................. .................. .. ...... ... ....... ---- - ----- - --- . ....... ISSUEDATE. ..... . .... ....... ... . .. 10/01/08 .......NN, .......................................................... ...... . ...... .. .... THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY PRODUCER AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. WISE&QUINN INSURANCE AGENCY COMPANIES AFFORDING COVERAGE 449 PLEASANT ST BROCKTON MA 02301 COMPANYR A HARTFORD UNDERWRITERS INSURANCE CO L=- INSURED COMPANY FRASER CONSTRUCTION LLC LErm COMPANY C PO BOX 1845 LETTER COTUIT MA 02635 COMPANY D LEMIL **.......... ------------------------- --- -------- COMPANY E ............ ..... .............. ......... -LETTER THUS IS TO CERTUIY THAT THE POLICIES OF I NSUR ANC 11 LISTED BELOW HAVE BEEN ISSUED 110 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWMISTANDINO 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 AETORDED BY THE POLICIES DESCRIBED HEREIN IS SURI ECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS co TYPE OF INSURANCE POLICY NUMBER Policy Policy LIMITS LTR EFFECTIVE DATE EXPIRATION DATE (MMID (MKIDD/YY) GENERAL LIABILITY GENERALAGGREGATE $ 0 COMM115RCIAL GENERAL LIABILITY PRODUC73-1COMP/OPAOG. $ 0 CLAIMS MADE 0 OCCUR. PERSONAL&ADV.INJURY $ EACH OCCURRENCE $ 0 OWNERS&coNTRAcrows PRar. 0 r-ME DAMAGE(Any One Fire) MEG EXPENSE(Any one person AUTOMOBILE LIABILITY COMBINED SINGLE,U07 0 ANY AUTO BODILY INJURY 0 ALL OWNED AUTOS (Per F—n) 0 SCHEDULED AUTOS BODILY INJURY 0 HIRED AUTOS (Per A"Wcni) 0 NON-owNED AUTOS 11 GARAGE LIABILITY PROPERTY DAMAGE 0 EXCESS LIABILITY EACH OCCURRENCE $ 0 UM33REUA FORM AGGREGATE 0 OTHER THAN UMBRELLA FORM STATUTORY ADMITS X A WORKER'S COMPENSATION EACH ACCIDENT $500,000 AND UB- 09126/08 09/26/09 DISEAS&POLICY LIMIT $500,000 0341M556--08 EMPLOYEWS LIABILITY DISEAS&EACHEMPLOYES $500,000 OTHER THE PROPRIETOWPARTNERME0MVE OFFICERS ARE INCLUDED. I DESCRIPTION OF OPEELATIONWLAWATIONWMUCLES/SPFX'IAL ITEMS THE INgURED'S MA WORKERS COMPENSATION POLICY AND ITS LZMTED OTHER STATES INgUILANCE ENDORSWMM AUFMORIM THE PAVWNT OF BENEFITS FOR CLAEKS MADE BY711B INSURED'S MA EMPLOYEES IN STATES OTHER THAN MA.NO AUTHORIZATION 18 GIVEN TO PAY CLAIMS FOR BEN UTIN IN ANY STATE OTMM THAN NA IF THE INSURED HIRES,OR HAS HOLED,EMPLOYEES OUTSIDE OF MA.7M POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OTHER THAN MA. THIS REPLACES ANY PRIOR CERTIFICATE ISSUED 70 THE CERTIFICATE HOLUM AFFECTING WORKERS COMP COVERAGE FRASM ENTMTEIMMES ILC SHOULD ANY OFTHE ABOVE DESCRIER POLICIES HE CANCELLED BEFORE THE PO BOX 184E EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL EIGRAVOR TO MAIL io DAYS WRITTEN NOTICE TO THE CERTIFICATE tEOLDMt NAMED TO THE:tm, CO�MAOWS BUT FAILURE TO MAILSUCH NOTICE SHAM IMPOSE NO OBLIGATION OR LIABILITY OFANY EMW UPON THE COMPANY,rig AGENTS OR REPRESENTATIVES AU1K0RZ=RRFRR5ENTAT[W AIMM4 C4S7ZT1.-0OZER ...................... 33card of RovaL hnrPro 02 ®S 0; c®td1T��� ��r��°n." � ooa� ®2,8,Ss 1a7820 mmd ard�' `"'—.---- ❑ � � a�was• �H®efle forfae� aw Liamm.orrtwu ❑ for FFtAB,EFJ AEANCO 00. �� MIM PhLmAM.U0fl Rod shaukri Rrr 28 e corurr. I - I Fraser Construction, LLC CONSTRUCTION ` ROOFING � � � P.O. Box 1845, Cotuit MA. 02635 S ' Email. fraser_construction@verizon.net ovr" www.fraserroofinp,.com FAX 1-508-428-0123 PA 508-428-2292 HICL4 112536 CS#97668 RE-ROOFING PROPOSAL DATE: January 30, 2009 PHONE: 508-428-7486 NAME: Susan Yacek MAIL ADDRESS: same JOB ADDRESS: 48 Sheryles Way Marston Mills, MA EMAIL: krumholtz@comcast.net FRASER CONSTRUCTION hereby proposes to perform the following services in a neat and professional like manner and in accordance with the manufacturer's specifications and local building code. -Remove and Haul away all of the old roofing material -Re-nail all plywood sheathing as needed. Supply and Install - CERTAINTEED LANDMARK /WOODSCAPE AR 30: 30 - Year Warranty, 5 year Sure Start Protection, CLASS A FIRE RATED, ALGAE Resistant, Extra Heavy Weight, Self Sealing, Multi- Layered, Architectural Style, Fiberglass Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a Full 10 Year Warranty against ALGAE Containment. 5 year 110 mph wind- resistance warranty with six nails in common bond area, Fraser construction includes six nails in common bond area at NO additional cost. See actual warranty for specific details and limitations. Color: PRICE- $8,425 Initial Supply & Install - CertainTeed Winter- Guard: (ice & water shield) Waterproof Underlayment System (3ft. on eves and valleys, 18" on rakes, walls, and skylights) Supply & Install- Roofer's Select Underlayment Paper (as recommended by CertainTeed) Supply & Install - Hick's Ventilated Drip Edge or 8" Aluminum Drip Edge Supply & Install - Aluminum & Neoprene Soil Pipe Flashing Supply & Install-Air Vent Ridge Vent (as recommended by CertainTeed) Clean & Remove - Debris from work area daily. ,r X4 Star Warranty Upgrade will be applied if proposal is signed and returned within 10 days. (see enclosed brochure) 2% Discount if paid by check immediately upon completion NO MONEY DOWN- NO Payment at the start or part way thru Payments accepted are: CASH - CHECK- MASTERCARD -VISA-AMERICAN EXPRESS *Any payments not made within 30 days of completion will be charged 1.5%for every 30 days the payment is late. Possible Extra-After the shingles are removed from the roof, we will lift one sheet of plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installing the panels, turning the plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra-Any rotted or otherwise deteriorated trim boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged for as an extra at the rate of$55.00 per hour, plus materials, plus 15% overhead mark-up on total extras. FRASER CONSTRUCTION Warranties the labor for 12 years FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 10 years. CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: H® owner Frase on ructio , LC r i m c I� La • .HG7��r'�1�.r _r�.i rj���i r _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � � Parcel t Jl Permit# �� Health Division -7(7- Date Issued 1 5—00 Conservation Division 2 F ee ��� / • DO Tax Collector >t �� - �"v �" �O SEPTIC SYSTEM MUSTBE Treasurer - S ZdUU INSTALLED IN COMPLIANCE Planning Dept. WITH TIM5- ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis - Project Street Address Zs �' • J4-s— Village f'lLCLS ' Owner Oae.4cf o a Address 4 Sb-.R_,e5 JL)2_c,4.. Telephone (JrDO 14a$ -7481P Permit Request bw-' ?,Win "b(_*rLu'v% 4 . Krv-� Square feet: 1st floor: existing proposed -~ 2nd floor:existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes O-No On Old King's Highway: ❑Yes a4go Basement Type: IWu 11 O Crawl ❑Walkout ❑Other //W 6; be �L Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing �� new Half: existing new Number of Bedrooms: existing new _0 Total Room Count(not including baths): existing I new First Floor Room Count Heat Type and Fuel: ❑Gas it ❑Electric ❑Other Central Air: ❑Yes Q1< Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:51116isting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name �!r �� Telephone Number Address 't Dq�m c, License#0,SD co,�J C)J Home Improvement Contractor# 6(o D Worker's Compensation# 4,-� ALL.CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO `3 SIGNATURE DATE __Z i t FOR OFFICIAL USE ONLY 12, PERMIT NO. - ' DATE ISSUED ' MAP/PARCEL NO. ADDRESS— VILLAGE OWNER • �. -- _ __ F 'f _ - .. DATE OF INSPECTION: FOUNDATION - FRAME INSULATION FIREPLACE ` `r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH° FINAL '1 FINAL BUILDING ` —� _ f �• DATE CLOSED OUT ASSOCIATION PLAN NO.= ffi9 CV s ' tea � i • °K, WE The Town of Barnstable ° I: ,a�axernszE. • ��� Department of Health Safety and Environmental Services. 1"9. "i Building Division 367;Main Street,Hyannis MA 0260:1 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME E"ROVEMENT 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: AD bl Tl QYl (2,mr - , J Estimated Cost V�j Address of Work: 49 S QC Owner's Name: �,+ SU612n K Date of Application: —2— —l d✓OC) 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 Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date C tractor Name Registration No. OR Date Owner's Name q:fortns:Affidav TabfaJ& Ib(condoned) >'tww4rd"Fackagn for Oas and Tw64F'millr RmidentW BnildbW Hand with Foul Fads MAXIMUM MINIMUM GIN caung wail FlowBasement sob Heaaag/Cooliag �) U valve &valal &value' &vaiud wall Face: Bqwp== EMS'' pie &vaiue' &value' 5"1 to 000 Headaw Degree D&W Q 12% OAO 38 13 19 10 6 Normal R M om 30 19 19 10 6 Normal s 12Y• 0.10 38 13 19 10 6 U AFVE T 1 15% 0.36 38 13 2S WA WA Normal U ISY. 0A6 38 19 19 l0 6 Normal V IVA 0.44 38 13 2S WA WA M AFVE w IS% 0.S2 30 19 19 10 6 u AFUE X 19% 0.32 38 13 25 WA WA Normal Y 18% M42 38 19 23 WA WA Normal Z IV/. 0.42 38 13 19 10 6 90 AFUE AA 190/0 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 4 I Y>.C!a 1 .�.4 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Zo 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. 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 Footnotes to Table J5.1I b: 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 fl of decorative glass may be excluded from a building design with 300 if of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with 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-3 8 insulation and R-38 insulation may 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. '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 ETTHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-ftame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction. '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 J5.2.1a 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(Le.,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(035 for doors). 43 .... ,:- Department of Industrial Accidents . . - RMCC011AY85908MANS 600.Washington Street -.•-".. 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N: :wz::?� ::.<::TT::<. .::::•::....................... ::.:.::.::::"X........................................... :::... a duress <tien > <<_> :::.:!:.:.;:..: .... ....................................................................... :...r:r.:...:............ ::. 1. :v: v:;:}:?•'is4i:{!{�ii}TiiT:':;'.....j::;isj:;:;:,v::r}S:}?.v:::>:TT:•T:!ii.......r:>t?: :.:'F-T:,{iX{v:{?nv.{.... �!ii:}v: :::::.�.�:.�:.�.�:::::••.�::..........h.................. ............................................ ............:..........: >:;•T:•T:,c:c{:.;?:•::r r:<;!v:?';:::;;: n•TT:.:.:-::::::.:»:•::::•T:::•::.%?•T::•...�x-:: :-::?......:T:•T:>r::.:....... nsnrance>co:;.::;.::.I;....::.:::.;:{..............:.::.::,.;:,.,:<?:;.;:::.:::.:.::.::.::.::.::.::.::.:::.:::::::.:::.::-::.:.:::?.::.<:: .....:....:.;:.;:.;::::: piney Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal pm>Wes of a fine up to$1,500.00 and/or one years'imprisonment as well as eivfi penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby c - under the p ' and eaalties of perjury that the information provided above is�and comd <2 signature Date _ L _ O® Print name tL1 Phone# _ 2 / ! _ (tom 9Z- official use only do not write in this area to be completed by city or town offidai city or town: permWIIcense# ❑Building Department . ❑I�g Board ❑checkif immediate response 6 required ❑Selectmen's Office • _ ❑HeaM Department contact prison: phone#; ❑Ofifsr Or-ad 9/95 PW Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. i MGL chapter 152 section 25 also states that every state or local licensing agency shall'withhold the issuance or renewal of a license or permit to operate a business or to.construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the peimitllicense number which will be used as a reference number. The affidavits maybe 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. The Department's address,telephone and fax number: ' The Commonwealth Of Massachusetts Department of Industrial Accidents Office of IneesUgadons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 t I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I I I I Checked by/Date I fir • TITLE: Yacek I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-14-2000 DATE OF PLANS: 2/14/2000 PROJECT INFORMATION: Yacek 48 Sheryle's Way Marstons Mills COMPANY INFORMATION: Roy Brown Home Repair Company 34 Horatio Lane Centerville COMPLIANCE: Passes Maximum UA = 59 Your Home = 57 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------=--------------------------------------------------------- CEILINGS: Raised Truss 262 38.0 5.0 6 WALLS: Wood Frame, 16" O.C. 325 19.0 5.0 16 GLAZING: Windows or Doors 54 0.400 22 GLAZING: Skylights 18 0.500 9 FLOORS: Over Outside Air 182 38.0 5.0 4 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4 .4 . Builder/Designer Date s (. ` \ _ I / / 4 � � N,ti.�TY mow.-,%.. .�� • PLAN \ \ Zd�` �� :1 i• ' _' �:.:.•:x' J l� as FRAM WHICI IN P INLET e. 9 / y 3 MIN. 6"MIN. f O / e 2 MIN. I zr r 1� LIO MIOP N. s p' y/ DFZw`E N + oP�orJc: K. CROSS SE( SEPTIC T� \ r NOT TO '30Ev' �r x , -'1 DESIGN CA NUMBER OF BEDROOMS GARBAGE DISPOSAL UN TOTAL ESTIMATED FLC (—A1CL GAL/BR./DAY REQUIRED SEPTIC TANK ACTUAL SIZE OF SEPTIC LEACHING AREA REQUIRE SIDEWALL AREA—Z� BOTTOM AREA _►, BR.EAKOOT NOT R LEACHING CAPACITY (BO L 0. -:Lo-r apo aRic p%-i Tr x.4 x I + ITS RESERVE LEACHING CAP. I . I af. I i b Vc _ ....... `> 3 � j`n I I � O 41• � ' Sa a - ri � .'•�•E .w.c i i . I i i i P a I 2 . k ZA I o S , 7 � ' I . c I? - - -- - - P 3 O I L o A o �• j • I I j N � 2 , 61 G � bl`• _ I i — - -Asa £ r I s; K - I : � m L a 0Upt .. ; a - uo!l!PPV MON ,A09P BUIJSIx3 A N P N I W _ _l A, A I � _ i asnoy 6u!ls!x3 ' o --------------------- i i r. z` r 4 ��� �� ,���� �, k � ._ _.. r � ._. .. ��i��l .. �, �- �, ��! I ,�,� ��� � _ : I � 3 �V� _ � � vim:_�. ✓�__.� r•� OF E :I I E E .-1 , r DC l +.�. u�,,..t�r�sa�.�..� t��a:�..a���F�r , �*���n�*:'�'.�""'.�+'�.� � .zs'mat.C����►�:�.t��ra�#1 ��"+���"."`'' The Town of Barnstable satuvsTaBi.e. 9 MAS& �' 4ie3� Department of Health Safety and Environmental Services � ,0 'OrEn��s Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: Map/Parcel: G Project Address: �Jr�. �� 1 �.I Builder: The following items were noted on reviewing: CSC. 04)L Z5-P t a 00 Q 2 IZ3 �'V, C_-e-'J Lwk_rqI Nig ,2c \J() Gc7" 23a �oL) D e c o S c� -� Ey 0 o S to F t ti L-N\4 Please call 508 862-4038 for re-inspection. Inspected.by: ST U-5NJ Date: 1 S d (� q:building:forms:review ✓i4e�po�iano�wiea�C o�,/�aadat/euaeCla _� HOME IMPROVEMENT CONTRACTOR ' Registration 126560 Type - INDIVIDUAL Expiration 06/21/00 '/ ALBERT R. BROWN 34 HORATIO-LN &nWERVILLE MA 02632 ADMINISTRATOR 711e �ominza uuea o�/�aaoac�zuaetGi DEPARTMENT OF PUBLIC SAFETY " 1 CASTROC7:IOPI=SUPERVISOR LICE4SE w ,� Num6er,— ;Expires: Bi `.hdate: > ~ CS. ?. e65525 0211212000 d2(12f1S42 . Rest'rt}cted Toy,.:; 8B i+° ' AIBfRTrR 'BROWN 34 HORATIO LN CENTERVILLE, NA 02632 gpa �s Assessor's offioe (1st floor): Assessor's ma and lot number ..........!y.� SEPTIC SYSTEM MUST ENE, p ........... INSTALLED IN COMPLI Board of Health (3rd floor): `O Sewage Permit number ...... (?.`.7.I.Z ......... WITH TITLE 5 9?I►DLE, Engineering, Department (3rd floor): ,y / ENVIRONMENTAL CO® '4,Ga � House number ........... t TOWN REGULATlfrnXt �o�pY',�• APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF � B.ARNSTABLE BUILDING : INSPECTOR APPLICATION FOR PERMIT TO A L/q 'TYPE OF CONSTRUCTION .., .Rr �' a.. ..�....... ........N...I.L...�' `` . 1. ................................. ..�.. ............ ..y.,9.. � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �I]�,15�0�S M.l 15 Location ........Q. ............C�.•..... .x..la...� ........ .r.�..�.�. .... �p.l........5 r �- .........ca-..-F......5 �....... ........ L Proposed Use .....�� .c. ...1 1. .N..... .!�4...'...........1 6".!►! ..,e................................................................................ Zoning District .... .. ....1.,. .L'.t'1�.. .' 5�...1.......Fire District .............................................................................. Name of Owner ... .V..(.....t ��..!�. .G4.!�!. � ...AddressC� t1% ..F'�'.�.... �.',�� ...Cdv.tT....VhA- Name of Builder A)0 41...L.. .k. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ........................:K.....................................Foundation ...... .4�...X...X.8................. Exterior C.e.Jpr.SkfltkJeA. ..�.e��?.l....C.14.4S..Roofing ..f...7..�. . �! � i -'1,�,,�1� ��� / ... .C. ..../� /.�.................... Floors '... .e/�� ,q ................. ..Interior �� � � O /� ��GtIG�aCy C..... . ....�.. GC..... ....�. ./../� .� . .... .....4 ..... Heating �<<..c .....�70. ......46V4444q.�..r..........Plumbing .......a...13< f-AS \ chs Fireplace ......6 !- . C-.. ..................................................Approximate Cost ........ CC)O ............ Definitive Plan Approved by Planning Board _ ____ '19_ Diagram of Lot and Building with Dimensions Bo C3 & W6 �e /Q ,� SUBJECT TO APPROVAL OF BOARD OF HEALTH �G 9 C f //" ..� , i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Tow4oTa.r.ns.T.aD,1 regarding the above construction. Name, . , .... ........................................ Construction Supervisor's License 1 . S PENNADTEDE, PAUL . E� No ...30...76... Permit for ....J ..S.C.Oxy............... Single Family D ling. Location .... 48, K' .......... ....... ........ ....................Mars tons,.riills............................ Owner ........Paul..Pznnampede.......................... Type of Construction ...... xatu.e.......................... Plot ............................ Lot .....................:.......... Permit Granted ...,November, 1.3,..........19 86 Date of Inspection l 'Q, ................19 Date Completed,`... 1 , z < \n� ob , i t1 � � o N • 0 t` - I V. 24' On -- 44yt. ` 4. Cr ••ova - poQi ieeFb, i rye � IU � ��- c A C.NUJ+•e , UJs-=�Qc; =It.E G--orj _ _l0/ 2� AS BUILT" PLOT PLAN TO THE BEST OF MY INFORMATION, MASS. . KNOWLEDGE, AND BELIEF THE. L� ..b..�._ K.I/s��0 :-_G : .� 1nA_R.T q_..CT�ILL.S.. SH.ORA ON THIS PLAN HAS BEEN p `E av THE R. J. OHEARN /NC. `,. SWAN RIVER PLAY A GROUND AS INDIC ,+�iICJARt7 Gam$ 35 ROUTE 13.4, UNIT 2 O'HEARN N SOUTH DEN®NIS,�"MASS. 02660 y° 7G Off' CSC', I ! cJ ,{ice 8(�+ > DATE: - i- SCALE� �` JOB N0. r - i_oU-..B CLIENTQ,. rE ErI�E2Pr�, i rra�� D E REGIST rY L�'EN SURVEYOR DR. BV-'L CRf 13 SHEET- OF --� + _ . � .may. r � 4► e � T �. `� 1 �� � � .. a � �� _ .. �� 6 S : � _t tt I ! �),.,"� x yn- ..• --�.e-'rss'1— .RI'-T T-:- .,,,fir,..� .s��f+..'�-� - TOWN'.OF BARNSTABLE, MASSACHUSETTS BUILDING'' ' PERMIT k_4611g DATE, November ]1, 19 f3F ('PERMIT APPLICANT Nurthlake Enterprise ADDRESS Rte 28,C.Windmill Lone, Cotuit #026429 (NO.) (STREET) (CONTR•S LICENSEI NUMBESingle family Dwelling DWELLLRING UNITS f OF PHRIGTI7•TO Build dwelling ( 1� ) STORY L. t .. -(TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) LOL• #8, 48 -Kialoa Drive, Marstonr3 M111A' ZONING T RF (NO.) '(STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT j SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) Sewage #86-712 " REMARKS: :f s Bond AREA OR 1036 sq. ft. 56,000.00 PERMIT 89.25 VOLUME ESTIMATED COST $ FEE (CUBIC/SOUARE FEET) Paul Peanampede OWNER ADDRESS L I.OtU t ay 1 ve, COtuit BUILDING DEPT. r l ' h THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET. ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR ( PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- I , PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS j OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. j MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL_ INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIREO,SUCH BUILDING SHALL NOT BE OCCUPIED-UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. !- 3, FINAL INSPECTION BEFORE I OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM .STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I — I ( 1 1 z z - ------- z i "3 .`./I H TI INSPECTI APP OVALS ENGINEERING DEPARTMENT Ae— ' OTHER --- ---"-i BOARD OF HEALTH �y ... . " l of C I WORK,SHALL NOT PROCEED UNTIL/THE INSPEC- N E RM I T W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK 15 NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OP, WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. — NOTIFICATION. e J r TOWN OF BARNSTABLE BUILDING DEPARTMENT _ SADIST TOWN OFFICE BUILDING °+njfQ YF�� HYANNIS, MASS. 02601 MEMO TO: Town Clerk ' FROM: Building Department DATE: /�' —k7 s An Occupancy Permit 'has been 'iss ed for the building authorized by BuildingPermit #;. .... - 51� _........................ .................................................................. ....»......._..........»..............._ issuedto ........ ` __L /y � , �XA ................_...................................... Please release the performance bond. o�YNE�o. TOWN OF BARNSTABLE Permit No. .3.MyA..... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond r r . CERTIFICATE OF USE AND OCCUPANCY Issued to Paul Pt31 nmimda- r Address Lot k;R r 40 X aloes Drive r " :�a�c�toaia �b�:�.1a, .�.-ai���+achu�o�t� • USE GROUP ,FIRE GRADING OCCUPANCY LOAD - THIS PERMIT WILL,NOT=BE'VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL � SIGNED BY'THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION_119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �- 19.................. ....... '. . . .. '. `"................... Building Inspector " FROM �—• TOWN OF BARNSTABLE Northlake Enterprises BUILDING DEPARTMENT Route 28 at Windmill Lane 367 MAW STREET HYANNIS, MA 02601 Cotuit, MA 02635 Phone:775-1120 SUBJECT: lot #8 48 Kialoa Drive, Marstons Mills/Building Permit #30176 FOLD HERE DATE JaAuary 16, 1987 MESSAGE The dwelling located at 48 Kialoa Drive, Marstons Mills as shown on a plot plan by R. J. O'Hearn-, Inc. dated October 29, 1986 conforms to all the rules and regulations of the Town of Barnstable Zoning By-law.. . SIGNED ose(JD DaLuz, rldg. Commissioner DATE REPLY SIGNED N87.RMI RECIPIENT:RETAIN WHITE COPY,RETURN PINK COPY SENDER:SNAP OUT YELLOW COPY ONLY.SEND WHITE AND PINK COPIES WITH CARBON INTACT. Assessor's off ioe (1st floor): THE Assessor's map and lot` number .......... PoiBoard of Health (3rd floor): * Sewage Permit number ......e�G —2 Z_ .............................................. i ]MUSTABLE. NAG& Erigineering Department (3rd floor): t639- -4 House number ........................... .......1—.......a.......... 0 MP 0, APPLICATIONS PROCESSED '8:30-9:30 A.M. and 1:00-2:00 P.M. only- TOWN OF BARNSTABLE BUILDING, - INSPECTOR APPLICATION FOR PERMIT TO ... ......L.141<cn....6 1.�.Cp.. ........... TYPE OF CONSTRUCTION ... ...........8..W..e... y ......:X.O.A...%A............ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: j.; IM -5 c,0 e7� Location ... ........ ..........D...r... 0.-4....... ...... .... ... ........... ProposedUse ......fi.cs... I........... ................I............................................................... Zoning District ....a ..e.s....L'. .......Fire District ................................................................................ Name of Owner ...�Q.V..I.....l-.�'..!� ...Address Name of Builder No..ril..L C,kc.....F ... . .�A�7.Aciclress .. .................. .. ... Nameof Architect ..................................................................Address ..................................................................................... . . ................................. . Number of Rooms ........................ .....................,...............Foundation ............. . . . Exlerior Roofing ........ dFl ... IL . ......................... n ,j..... " 60co oors ... . Interior .. / � He"ating .........Plumbing C, Fireplace ...... ..................................................Approximate Cost ......... . ................................................. 0 A) a 9 19 Definitive Plan Approved by Planning Board --------------------------------I - -------- - -Area Z OPR... .. Diagram of Lot and Building with Dimensions B /< :Feev .v ............ ro SUBJECT TO APPROVAL OF BOARD OF HEALTH %-j OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Namezz.... ................................................ ConstructionLicense Supervisor's 1<773!...... PENNAMPEDE, PAUL A=46-15 No ...30176... Permit for ....1 ...StQXY.............. Single Fami.. . ..i� 11.�,>lg......... .......... �h e�y les Location .....Lot..��$�.....4.$.. - a..Axi�re...... ._....................Mar.49.14Ds...Hill$.......................... `Owner .....Paul..Pennampede............................ Type of Construction ........Frame........................ ............................................................................... Plot ............................ Lot ................................ Permit Granted ....... November 13, 19 86 Date of Inspection ............................. ......19 Date Completed ......................................19 s IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE c LID v BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE �O INSTALLATION OF ADDITIONAL SMOKE DETECTORS. m Cc", 0 > 0 to U q m = ai chinmey height to t NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE fl- Q o be 3-0"above(new)ridge INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL o t s PERMIT DOES NOT SATISFY THIS REQUIREMENT. _EL `� 5:72 etch o Z (Al Ica to match existing = � C.) F N 12:12 pitch to CL 0 S match existing a3 O U U existing skylight beyond IELI H 9 Im a Zr - - 1 0 u aGo W J ca W LEFT SIDE ELEVATION FRONT ELEVATION 4 yI W � U Cn Z �L W c CU Wca o N LLJ_ V � o OF Q e i' >. m Date: ' 1-25-10 Revisions: �t 2-2-10 lE4 6-3-10 tr , rC REAR ELEVATION _ Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not to be distributed or used for construction other =• than by Capizzi Home Improvement. 8"conc.foundation wall on 16"x8"deep cont. C anchor bolt pattern: conc.ftgs.@ cn 4'-0" c Ct 6"from end and corner below grade pinned. 48"o.c. m m CD 0 to existing foundation(typ.) pinned to existing using p � = (D CL co m venting to code #4 rebar top of chimney E � o to be Ca)T-0" o t t U continuous ridge vent above(new)ridge a) � a Simpson rafter hangers G Z co Cai - - - - - - - - - - - - - - - - - - - - per code NLO2 — — — — — — — — — — — — — — — — — _ 2x12 ridge bd match existing pitch c o approx 5:12 V U match existing pitch approx 12:12 _?Y,10s @ 16"o.c. R-30 insulation 30"x30"access to crawl 2x10s @ 16"o.c. continuo (note:verify location) R-30 insulation it vent(typ) 1/2"CDX ply 2x6 ceiling Z joists @ 16"o.c. 2x4s Ca 16"o.c. Z o 2x10 floor joists R-13 insulation 0 @ 16"o.c. _' I I (new) CLOSET o zo �- I I I CRAWL SPACE zao I 0 co 2"poured concrete o ul dust cap N_ I I I I I all trim,casings,rake,fascia and soffit to be pre-primed @J I I pine and to match existing (existing) gutters and downspouts to FULL BASEMENT be.032 aluminum C.) a) all interior partitions Z to be 2x4 LUCd 2x10 floor joists N @ 16"o1c.with w R-19 insulati p.t.2x6 sill anchor bolts per code Y Cn 2 U � co to a N CRAWL SPACE 86" ca poured"deep poured concrete footings C 4'-0"below grade - - - - - - - - ` - - - - - - - - - - - - - 2"poured concrete dust Date: + + I _ cap 1-25-1 0 �— — — — — — — — — — — — — — Revisions: 2-2-10 $. SECTION @PROPOSED 6-3-10 ADDITION FOUNDATION PLAN Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not to be distributed or used for construction other than by Capizzi Home Improvement. C C Lo new (D CU 0 0 douto mat�c6e,dstin „046D exis& ,1� newd2040H hung relocate double hung > o rn a) shift egg d.h. o p� ) E 9 9 from isfYifhg Room a � � o O L L aa)) N.n ` = 1, � U N CD _ 5 ca o 10'-1" U U r (existing) O N ml co 9 iA 0)0) m O (new) Z A chimney ` ` Q a 3 12'-9 1/2" cc CD 5'-0"TUB/SH DWER O COMBO W/J S O o J LL _II z �ms+�ra .�as� Z _ p O MASTER BEDROOM v N l-- Existing N cn 0 Living Room (to be enlarged) Q CLOSET I I N fr � s � I 1 r-s 112" remove existing /closets W � U m N Z �,L SING SKYLI T 1, WO Co00 T 9" U) m i — -- .s .—.-- -v>•. CC — N N VCo q o 48"high Q N } 2 + new d -hung +� # +, � 1104WH existing 11016M , Date: 1-25-10 ADDITION FIRST FLOOR PLAN a ADDITION Revisions: Note: 2-2-10 2 double-hangs in(first floor)Living Room SECOND FLOOR PLAN 6-3-10 to be moved to(second floor)Master Bedroom 3 new Andersen double-hungs in(first floor)Living Room 1 new window in(second floor)Master Bath Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not 3 to be distributed or used for construction other than by Capizzi Home Improvement. PERCOLATION TEST E 10' min. from VENT PIPE (O Least 24 inches toll) Schedule 40 P1ri;, w/Charcoal Odor fitter [house to septic tank 'NOTE: ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C. ,SECTION A ._/( 2-fa'D,nu. Access MANHOLES • .. Existing Foundation Sept T.O.F. elev. . 100.00 within 6 in of"iinshedl be AROk'1'Lt' VIEW 4IG' ADDITION 'fa LEACHING SYSTEM e Date of Percolation Test: APRIL'26, 2002 + 9 Geode over tic Tonk - 47.65 Erode own• D-Sox- 00.25 ode over SAS - M25 Sep " ACCESS COVERS OF SEPTIC TANK 70 BE a `� 3 of 1/8 - 1/2 Washed Crushed Stone � ' Test Performed. By. CARMEN E. SHAY, R.S., C.S.E. ,, , RAISED YVtT'H THE APPROPRIATE RISER 70 WITHIN ¢' ASA MEIGS 3/4 to 1 1/2 washed Crushed Stono b;t .' is ,OF THE EXISTING GRADE AS PER TITLE V.Results Witnessed..By. WAIVER ' " scF+aDL STREET ` Excavator: ShayEnvironmental Services, Inc. S „ 0.0 .- y T i t5 2 THE' ACCESS COVERS FOR THE SEPTIC TANK, Percolation Rate: Less Than 2 min./inch s.o.o asTNOeox y Al�ximum coves �j .t 3 SITE t0 ? Top of SAS - Elev. 93. INLET r.. �.. DISTRIBUTION BOX AND LEACHING COMPONENT -4 our Er SET DEEPER THAN 1 i007 BfLOY/ FINISHED r , )K GRADE SHALL BE RAISE T I ' £ d EXIST. i % EXIST. 1.000 GA 10 0.010' per 1a01 w SEPTIC TANK Effective Dept t' ` , / i D 4 1YITli N 12 OF y y N H-10 n t5 ' �� FINISHED GRADE. y 0 If � o Test Hole T > W _. -1 CONCRETE FULL FOUNDA IOt y Y , . v: -v ._ ^* �^-t•: ,NSTALL TUF-TITE GAS BAFFLES OR EOUALS No. - p 8 z p 3 U=18,75 it e 6.2051 = I8,75 LOCUS MAP °i i y o+ A I STEEL REINFORCED PRECAST CONCRETE DEPTH solLs ELEV. SYSTEM PROFILE •- _ I RIVER BOG ROAn u �s 3.�s PLAN VIE >• 2000 +/- 0 98.25 Not to Scots m °' 4' 4.3 4' n inS - Sandy c s N 1ve EFf eC tive Length' - 3-24'REMOVABLE COVERS-t Loam C Effective VKtth v r ' \ GENERAL NOTES 10 YR 3/2 6 in.of 3/4"-1 1/2 - _ SOIL ABSORPTION SYSTEM (SAS) _ compacted stone - •• 4 T. Contractor is. responsible for Di sate notification 0'-6' A 97.75 T'' _ _ ._3 min. deoroncc .• p CUL E,C MODEL RECHARGER 33p (H 80 LOADING)/ SHEIREY PRECASTS INLET 6" Mk+T 2'm�. inlet to outlet 'r u'' and protection of all underground utilities and pipes. Sand B4itsLro_si.iL inls.�_E1ex- ti99_.----_ �-`-�-" t --e '"" ovTLET 2. The septic tank and distribution box shall be set Loom (OR EQUIVALENT) ,o rran I ttw °"° :< level on 6" bf 3/4"--1 1/2" stone. 10 YR 5/6 Not to Scale 5' -r - ss L. _ s• -7 3. Bockfill should be clean sand or grovel with no 6'- 40" B• 95.00 NOTE; OVERALL HEIGHT OF INFILTRA70R IS 30,5' EFFECTIVE HEIGHT IS 24' " ,E e„ 4 uid eat stones Over 3" in Size. Fine Silty ' - P TANK -+-- ' --+ D- OX '---iz► LEACHING FACILITY / ;1 0 Lktvd depth 4. This system is subject to inspection during installation FOUNDATION fp SEPTIC 7 N 70 B - --- 45 Sand by Carmen E. Shay - Environmental Services, Inc. 2.5 Y 8/3 r J e 5. The contractor shall instoll this system in accordance 4 C+ 93.25 "� + -TO 1 with Title V f h M state code, the approved plan t o a the Massachusetts st t and Local Regulations. Med-Coorsc CROSS SECTION END-SECTION 6. If, during installation the contractor encounters any Sand soil conditions or site conditions that ore different 2.5 Y 7/3 . 60--168- C 4:00 from those shown on the soil log or in our design USE EXISTING 1000 GALLON F - 10 SEPTIC TANK installation must halt & immediate notification be NOT TO SCALE made to Carmen E. Shay Environmental Services, Inc. 7. No vehicle or heavy machinery shall drivq over the - septic stem unless noted as H-20 septic components.ti P Y P c 8. Install Tuf-rite as baffles or equals on all outlet t e ends. 9 4 4 Pere #1 9.`All Distribution Lines shall be 4 diameter Seh. 40 NSF PVC I e•$. 10. All solid piping. tees & fittings shall be 4' diameter Depth to Pere: 60" to 78" P p' g' g p p Perc Rate=<2 min./inch (In C-2 Layer) Schedule 40 NSF PVC pipes with water tight joints. Groundwater Not Observed 1 11. SITE and Surrounding Properties Within 150' ARE No Observed ESHWT II _ 21 v C G ALL CONNECTED to Municipal Water. 4 30d ADJUSTED H2O Elev. None J �pTE: • THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED B`( R.J. O'HEARN, INC. of SOUTH DENNIS, MA 9$ ENTITLED " PLAN OF LAND IN MARSTON MILLS, BARNSTABLE, MA" DATED OCTOBER 25, 1985 & THE:DEED DESCRIPTION FROM - BOOK 5527 PAGE 322 (BARNSTABLE REGISTRY OF DEEDS) 0�, -�� -rr�rr AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 174• IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. • r r ''`r r LOT #8 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE i/ FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED 47,f9f Square Feet / OF AS PER BOARD OF HEALTH SPECIFICATIONS. / f EXISTING FAILED LEACH PIT TO BE PUMPED DRY �! l FILLED WITH CLEAN FILL MATERIAL. ASSESSORS MAP - 45 LOT = #054 ZONING - RESIDENTIAL FLOOD ZONE C \ r • 44 ITHERE ARE NO WETLANDS Ln'- i WITHIN A 200' RADIUS 1. 9 ,•- �-_ , - -' -- - `- -- .._.. _ .> , _,t, �"� \ - - - '- �..-.<... - ,..____-•..-._�_._.,.., --•_ �_.-_.,:.�.-.... _....-,. - _ Q, lilt .,,i a.✓ �:C. ft, S},r, rti'.r's'kl ti • \ 1 \ r \ Q 1 I ALL OUTLET Pint FROA VC LEGEND 1 •- DISTFt6UTlOrd t3ox SHALL� t2' J \\ ` .••tt t ti. , )�/� SST LE�L FOR AT LEAST 2.FT. MICRETE COVER \ 1 t TEST HOLE #1 t 1 ELEV. cJ6.25 , t 3 _ 5' r_. \ t \ OUTLET \ 1 _ •� KNOCKOUTS - •• DENOTES PRQPOSED 1 \` a '4a. 2 ' OUTLET '.i I ,2' INLET SPOT GRADE 2" DENOTES EXISTING �/ _ x 104.46 SPOT GRADE I PLAN SECTION CROSS-SECTION 47, a I PL PROPERTY LINE , 3 HOLE DISTRIBUTION2E 0X -{'TgD - PROPOSED CONTOUR NOT TO SCALE - -- 97- - - --97 EXISTING CONTOUR - Debi n Cole lotions -- _-_.------._ .� _ _ -___ _ _ �__ -_ram �_ _ DEEP TEST HOLE PERCOLATION TEST LOCATION j6 Number of Bedrooms: 2 Equivalent to 220 Col:/Da (330 Sot. Da Min. per Title V \\ `� g Y / r p ) r�� --\,, FENCE • � � I Garbage Grinder:- No c \ Leaching Capacity Proposed, 330 Gal./Day Minimum (I.Irn. Pei,, Title V) \ / \ Septic Tank - 2 x 220 Got./Day = 440 USE t,500 GAL. Septic Tank. p PRIVATE DRINKING WATER WELL \ co - - It. 1000 \ q SOIL ABSORPTION AREA: Using percolation rate of <?. min.,/'jnch ���_ °• ' 1 M Bottom Area: 0.74 gol/sq. ft. x 288 sq. ft. = : 213.12 gallons REVISIONS � ` l �` Septic 'Tank R E V I I N t� Failed-] 1 Sidewall Area: 0.74 gal./sq. ft. r: i64 sq. ft. 121,36 gallons S O J t Providing: _ 334.4€ gallons r Leach Pit t l 1 I NO. DATE: • , I DEFINITION ' I / ro fit,fir,gl t Use: (4) HIGH CAPACITY CULTEC 125 CHAMBERS, HAVING/� 1' EFFECTIVE DEPTH, PROJECT BENCH DARK �41 / I i t (2.5' W x 6.25' 'L) TO BE USED WITH 3.25' OF WASH,D STONE ON THE TOP OF FOUNDATION / x Z Roola DECK t SIDES, 3.50 OF WASHED STONE ON THE ENDS, AND FO01OF STONE BE EATH ENTIRE SA.,. ELEV, - 100.00 („ssumed) i EXISTJNC r 3 BEDROOM GARAGE 1 / SLAB HOUSE _ �\ 98 PROPOSED PREPARED FOR- ,. ( SUBSURFACE CE SEWAGE DISPOSAL SYSTEM - . �, � -.---- -t98; -�• ---_., � OF 48 SHERYI E'S AY MR . CHESTER YACEK 3rd' ✓,-' �`�, s MARSTONS MILLS, MA EL 48 SHERYLE' S WAY ., -97 PREPARED BY: _ __-_______ --- _____.___ _-_____ ---__ - --_-_-- -_-96 ARSTONS MILLS, MA 02G 22.76 127.24 � J- CAR N w� ffEYV0 o ,BHA° 1 �, L'JV UIR4N1✓fENTAL Sl'R ICES I R _ 219.63 S 12d 57' S3" E Y Cn , WC. 0. 1181 0 20 40 50 0 34 THATCHERS LANE sq EAST FALMOUTH, MA 02536 WA 15' NI TARI . .- • F WAY x SCALE: 1 -20 (50 FOOT RIGHT 0 ) TEL/FAX 508-548-•-0796 SCALE: 1"=20' DRAWN BY: CES DATE: :-APNIL 29 .2002 r PROJECT SD-308 FILENAME. D3 t I S 08PP DWG SHEET 1 Of 1