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HomeMy WebLinkAbout0181 WHITE MOSS DRIVEFrig bi r � a a t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1) (D Parcel Application #a 6 70`/ Health Division ' Date Issued 10 Conservation Division Application Fee y Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ` Historic - OKH Preservation / Hyannis Project Street Address Village N1oy-5 Lm�) c &d ) f c Owner i gre-w 4 �v f�Nh�C St �f I j V/y Address f S Telephone �5C2E4' — ZO--1�S�� �YS�Dn� IIS D Permit Request Ln0r An1 L �t Square feet: 1 st floor: existing niix g proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0a onstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family.04j 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 c N Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) v Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: existing _new --� _ o Total Room Count (not including baths): existing new First Floor Room mCount Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ' n Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove,;, L]Y 5 ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exi ting spew Sze_ 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 (BUILDER OR HOMEOWNER) Name r Telephone Number Address �w 5: ��fJI C�(�� License # to lG t CD p 0 Home Improvement Contractor# 1 y D — V1/L Worker's Compensation # C2 0 ALL CONSTRUCTION DEBRIS RES LT ROM THIS PROJECT WILL BE TAKEN TO { SIGNATURE DATE A ,9 6 C� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. i ADDRESS :', VILLAGE OWNER e ��!t / IJ DATE OF INSPECTION: N, FOUNDATION ok- !! o' g . •a FRAME INSULATION �� -- y FIREPLACE F ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE-CLOSED OUT ASSOCIATION PLAN NO J�js , r I 1 � ' Y�� I� I j r ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMIYDETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: 01 Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab O tion 1: Basement p Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R=19 R-10 4 ft.• 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: `� REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2) REScheck--Web which can be accessed at http://www.energ_ycodes.gov/rescheck/ ADDITIONS'ORALTERATIONS.TO EXISTING BUILDINGS'OVER S YEARS OLD*. *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 x — _ % of glazing (b) Glazing area equals SF 6 a If glazing s<40%.use:the chart below. If glazing is> 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM El Fenestration .Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R- and Value R-Value d Depth .39. R-37 a R-13 . R-19 R-10 R-10) 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) I r r � Page 7 of 7 ! CAPIZZI HOME RAPROVEMENT INC. SPECIFICATIONS AND ESTIMATES STATE OF MASSACHUSETTS / / LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT WE,MARY&JAMES SULLIVAN, OWN THE PROPERTY;LOCATED AT 181 WHITE MOSS DRIVE IN MARSTONS MILLS,MASSACHUSETTS. E I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE'WITH 780 C MR,THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN CCORDAN 80 CMR,THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER: OWNER'S ADDRESS: 181 WHI MOSS DRIVE,MARSTONS MILLS,MASSACHUSETTS OWNER'S TELEPHONE: 508-420-4518 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd.,Cotuit,MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: I i j e� �I 4 • ��e -�o7xryna�uue� 0�..�2aaeru/Zu4e� Board of Building Regulations and Stondards License or registration valid for individ.ul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 'f'.\ Board of Building Regulations and Stnndards Reg!strAtiQp;j100740 One Ashburton Place Rm 1301 p1 ;17i1`f 23/2010 Boston,Ma.02108 S13lement Card CAPIZZI HOMED,. tARY GUSTAFSOty : 1645 Newton Rd. 7ova -Cotuit, MA 02635 Administrator Ni itho nature .*=• :�f:!.:,achusitt - Di'l►iu•tn!i:nt iif I'ut?tic �;!Irt� -- --- —• Board of 13uildin" Reo!!lilt iolls .uld Standards' Construction Supervisor License License: cs 74640 ,L Restricted.in: 00 � ;,K7� •. GARY'GUSTAFSON 8 SHORT WAY SANDWICH,.MA 02563 Expir itinr,: 11/29/2010 Try: 7755 The Commonwealth of Massachusetts Department of Industrial Accidents IM 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): . Address: City/State/Zip: Phone.#: Are ou an employer? Check theTaprpriate box: Type of project(required):. 1. a employer with 4. ❑ I am a general contractor and I employees(full and/or p r time). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a'sole proprietor or partner- listed on.the attached sheet. 7. OrRemodeling ship and have no employees These sub-contractors have R. ❑Demolition working for me in any capacity. employees and have workers ef C*%! � $ 9. El Building ad on F [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 1 LR Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing-their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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.pohcy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. j Insurance Company Name:_ 66 Avr - Policy#or Self-ins.Lie.#: G b Expiration Date: Job Site Address: p City/State/Zip:M� /�/,�/S oz4op YJ4 Attach a copy of the workers compensation policy declaration page(showing the policy number and expiration date). g 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 insil an coverage verification. Tdo-hereby-c-Br-tify dor-th ins-andL enalties-of-parjuxy that-the-infar-mation-pr-avided-abave-is-it-ue-and-correct. Signature: Date: 9 �3o _ Phone#: d— OfJIcial use only. Do not write in this area, to'be completed by city or town offrciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector .6.Other Contact Person: Phone#: ACORD,,, CERTIFICATE OF 51071 LIABILITY INSURANCE M/DD/YYY1� 05/07/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So. Dennis ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 434 Route 134 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O.Box 1601 South Dennis,MA 02660-1601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: National Grange Mutual Insurance Co. Capiai Home Improvement,Inc. INSURERB: NATIONAL UNION FIRE INS. Capiai Enterprises, Inc. INSURER C: 1645 Newtown Road INSURER D: Cotult,MA 02635 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MMIDD LIMITS A GENERAL LIABILITY MPB1075H 06/08/09 06/08/10 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $500 OOO CLAIMS MADE 7 OCCUR MED EXP(Any one person) $1 O Q00 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 000 000 POLICY FXJ PRO- JECT LOC A AUTOMOBILE LIABILITY BPO10786 06/08/09 06/08/10 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $500,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS - I (Per person) X HIRED AUTOS BODILY INJURY $ X NON OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY CUB1076H 06/08/09 06/08/10 EACH OCCURRENCE $5 000 000 X OCCUR CLAIMS MADE AGGREGATE $5 000 000 HDEDUCTIBLE $ X RETENTION $10000 1 $ B WORKERS COMPENSATION AND WC006957000 12/25/08 12/25/09 X OR STA IT OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1,000 OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Carpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN TOO Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S43470/M43449 KW © ACORD CORPORATION 1988 s�/zv AYYC Cliide to Wood Coiisti"fiction in Hi I-Vind Areas: 110 iizph {'Yield Zone Massachusetts Checklist for CII om fiance (78O Ct)'I.R 53(11:2.1.1)i Check Compliance 1.1 SCOPE WindSpeed (3-sec. gust).................................................................. ................................................. 110 mph WindExposure Category.................................................................. .................................................. ...........B o/g 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) e) stories s 2 stories ��- RoofPitch..............:..............................................................(Fig 2 5 12:12 N MeanRoof Height ..............................................................(Fig 2)................................................. ft :5 33' Building Width, W ...............................................................(Fig 3)................................................ 112ft <_80, ✓ BuildingLength, L ..............................................................(Fig 3)................................................._-ft_5 80' Building Aspect Ratio(UW) ...............................................(Fig 4)................................................—Z 5 3:1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)................................................ L-ems 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................: e� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................:................................................................ ConcreteMasonry .................................................................... ..............................................:................ 2.2 ANCHORAGE TO FOUNDATION"'. 5/8"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing=general ........................................:.(Table 4)............................................... 7,_in. Bolt Spacing from end/joint of plate ................:............(Fig 5)..................:................. 74" in.5 6"-12",. ✓ Bolt Embedment-concrete.........................................(Fig 5).................................................. °7° in.>_7" Bolt Embedment-masonry.........................................(Fig 5).............i............................... in.>_ 15" NA PlateWasher..:.........:...................................................(Fig 5)..............................................?3"x 3"x 1W 3.1 FLOORS Floor framing member spans.checked ...............................(per 780 CMR Chapter 55)................................... r/ Maximum Floor Opening Dimension.........................:..........(Fig 6)................................................:.:_ft:5 12' i�I4 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ®ft 5 d L Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).......................................................�L ft s d Floor.Bracing at Ehdwalls....................................................(Fig 9)................................... ............................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...........:........:.............. �✓ Floor Sheathing Thickness :................................................(per 780 CMR Chapter 55).......................Y in. r/ Floor Sheathing Fasten" ......... able 2 .. S(d nails at m edge/ in field ;. g............• (T ) T �_ 9 �t 4.1 WALLS Wall Height . Loadbearing walls.......................................................... (Fig 10 and Table 5)............................Z ft :5 10, ✓ Non-Loadbearing walls.................................:..... (Fig 10 and Table 5)...................... .... ft 5 20' Wall Stud Spacing ..(Fig 10 and Table 5)..................../�in.s 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......:..................................................(Table.5)..........,...................2x LZ ft $/in. ✓ Non-Loadbearing walls.........................................:......(Table 5)..............................2x�- ft / in. L Gable End Wall Bracing FullHeight Endwall Studs......................................:.....(Fig 10)......................................................... ..... WSRAttic Floor Length................................................(Fig 11)............................................. ft-0/3 :Gypsum Ceiling Length if WSP not used ....:..:.........:.(Fig 11 ft>-0.9W YP 9 9 (� ) ( 9 )........:........ ..... .................::._ -lam 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)......................IXVJ. ft Cnlira( nnnartinn(nn of 1Rd r.nmmnn nails)____ ---------(Table 6)............................... jl AWC Ciiide to Wood Construction to High 6i'ir1d Aireas-: 110 mpii Wirid Zone Massachusetts Cheddist for'Compiiance (780CNIR53o1.2.1.1)' 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)...................................f2 ft Qin.5 11' Sill Plate Spans ........................................................(Table 9).................................. ft in.5 11' . Full Height Studs (no.of studs)....................................(Table 9)..............:..............,.......................... .17— Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)' HeaderSpans.............................................................(Table 9).................................. ftQ in. _< 12' �G Sill Plate Spans.........................................................:.(Table 9)..................................fit—O in.:5 12" Full Height Studs(no.of studs)....................................(Table 9)...........................:........................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening Z ..............................................................:.................. 2 <6,8„ Sheathing Type..............................................(note 4)......................................................1n,I ✓. Edge Nail Spacing...........................,..............(Table 10 or note 4 if less)........................in. ✓ Field Nail Spacing..........................................(Table 10)................................................. t in. Shear Connection (no. of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing...................:...(Table 10):..................................................ii 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................................._<_6,8„ SheathingType..............................................(note 4)....:................................................ Edge Nail Spacing..........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing.......................................:..(Table 11)................,........................,....... in. Shear Connection(no. of 16d common nails)(Table 11)........................................................ Percent Full-'Height Sheathing..'.* Table 11 .............................. 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................:.. Wall Cladding Rated for Wind Speed?.......................... 5.1 ROOFS Roof framing member spans checked?..................:....'(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ........(Figure 19) _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= plf Shear............................:.............,....(Table 12).............................................S= Of , Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker................:..................:.:..:,(Figure 20) ............._ft:5 smaller of 2'or U2 Truss or'Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= Ib. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing.-Type................. ...............................(per 780 CMR Chapters 58 and 59) ............. Roof Sheathing Thickness........................................... ............................................._in.>_7/16'WSP Roof Sheathing Fastening....................................... I(Table 2).....................,................................... . Notes: 1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. -Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. 'Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i f r A 1.YC Gi de to kYood Corrstrnctiorr hi 1-1 h H"hzd Areas: 110 Iliph Ifhid Zolze Massachusetts Checklist for Coniphance (780 CN112 5301.2..1:1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom•plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a'double row of 8d staggered of 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. .-MEN THIS EDGE RESTS ON FRAMING USE&!NAILS AT6'o c- --: r,— —-rr--- --- 11 - 11 11 Ir 11 1 ' • u u 11 �1 11 1 11 11 Ir r I u r wt-3.. 1 11 11 1 0 1 I `Z< 11 11 1 ii ~ it of 1 1 fil I I i i i i 1 1 1 FRMING MEMBER$ `�••� i Q 1 i i 1 i 1 EDGE 6•l1ERMEDLlTE � ' W 11 i� ii 1 1 11 I 2 1 II J 11 11 � 1 1 Lx � �• r •' rl STAGGERED 3'MNl • DOUBLE EDGE `-- 1`. NAILSPACM T I NNLPATTERN PANEL • PANEt— _„ 1 � PANE!EDGE DOUBLE NAIL EDGE SPACY•iGDE-rAL See Detail on Next Page Detail Vertical Vertical and Horizontal Nailing and Horizontal Nailing . for Panel Attachment for Panel Attachment I . �IM�POR�TA'�NT,IVI�ES�SA�GE A.M. FOR DATE !� TIME P.M. i. M PHON D OF d� � a PHONE IBMYOUR,GALall" AREA CODE NUMBER EXTENSION � �� a� .� P.LEASE i I MESS GE � V Ililt LLLCgLL AGAIttl -!CAME TO- SEEYOU,M SIGNED TOPS FORM 4006 \ r , NOTES :1 w. `�.INETpy_O� The Town of Barnstable BARN STABLE. Department of Health Safety and Environmental.Services Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection �y�� e Location `� �/((�-� � � P Permit Number a ka Owner \� , 0� �12. Builder R r pzi-w --j One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: �J e- S-t-� P P Lc�, n PST- o Please call: 508-790-6227 for reeinspection. Inspected by �( Date ' 2 ? "t �IKE A The Town of Barnstable o� a .gr,�.A Department of Health Safety and Environmental Services MASS. i6yq. �0 '�FON1A�� Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection his 0 Location 1 ,T15 W"S Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 1 / 6 0 U Please call: 508-790-6227 for reeinspection. Inspected by ��(�;:Ttfuj ►C Date ��: ZC1 ' 9 � �— Assessor's Office(1st floor) Map '7" Lot ermit# 1 �� Conservation Office(4th floor) - Date Issued q 'Z4} 9 Board of Health(3rd floor)(8:30-9:30/1:00-2:00) - N5 Fee ��, ,3 y Engineering Dept.(3rd floor) House DI Den"l et fin _ �` t BARNSrABLE• `7 MASS. De ' - - 19 riF, .e�v TOWN OF BARNSTABLE: , 1 Building 7Permit Application .� Project Street A dress —I? p A r o Village F•.> Owner (M Y`J. �P v;qt 1 ��o���P Y Address �,�� Telephone �l Permit Request Con STY-u Zt Q q,r G; �-2 W l"o o'!"\ al- 1-el G v� Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) 0 Q,6 square feet Estimated Project Cost $ `l, Zoning District Flood Plain Water Protection Lot Size — Grandfathered? Zoning Board of Appeals Authorization Recorded Current Use ;r 1 e IV\i v�e - Proposed Use Construction Type {PoN r•Q Go h G,r " )o„ o -� rr►Qi Commercial Residential Dwelling Type: Single Family V Two Family Multi-Family Age of Existing Structure Eq Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths v� No.of Bedrooms Total Room Count(not including baths) 4� First Floor Heat Type and Fuel Central Air Fireplaces j Garage: Detached her Detached Structures: Pool Attached Barn None Sheds Other y� �. Builder Information Name 6• Ro�.ib- e of (T Y 6,V-C.� Tr � Telephone Number Address S S I P.Io n', r,4 1:�17bn e 1--c License# O q3 f 7 0 s�. vA W. 611. rl/11� �r�S�Home Improvement Contractor# J 0 oL Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �c-Ysfi0� VVV%IIS L6II��� 11l 1 SIGNATUREUj'�J'% 9DATE ` f BUILDING PERMIT DENIED FOR THE FOLLOWI G REASON(S) S;{ FOR OFFICIAL USE ONLY till" PERMIT NO. 1066if DATE ISSUED Sept 29, 1995 MAP/PARCEL NO. c 046 148 ; ^ ADDRESS 181 White Moss Drive VILLAGE Marstons Mills, MA 02648 OWNER Dennis 1`or;tier DATE OF INSPECTION: FOUNDATION �J FRAME .�L INSULATION ��,•Z `• _`� �, u _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I FINAL BUILDING ;DATE CLOSED OUT lfl\� ��1►� ^ ASSOCIATION PLAN NO. The Commonwealth of.Massachusetts __•_ .`;_ Department oj Industrial Accidents Office ol/nsesUgatinns 600 N ashityi;totr Street Boston, A1uv:v. 02111 Workers' Compensation Insurance Affidavit �Rplicaot information: !"—"' TPleise PRINT lebibly Q"a"''"` -�'"~" ��� n Q Incatinn• Q1�/N S' "�✓1 t+ Ln Set YI7 ��S .# y� -cit 7� I am a homeowner performing All work myself. ❑ I am a sole proprietor and have no one working to any capacity t-•..': � L..o.•i'....a. H.�a.+.- 'zie "-�- P-�•.= '�' '''cr_�s'su::.... •. .""'�lT'� ..^'.� 'fit''-. �.:�.a..s.^"_._....a. ` 1 am an emplover providing workers' compensation for m�y employees working on this job. company name: �ddrecs � 4e_g1 h S lu n Q• L—a ei it • S' v)Aw �� J� obone " a5 ins uron a co, Lae( C �'I/Jl�f►r• GV. tic•# C, 6,6 l 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: Rone No insurance co. r o� lice IN -t.; ._::.-r' rcrse� .•c r�wn n-a-y: �.•; n r^ e-�e�vR.—? ,r !A ;�''���•, e..+;t t�z?': ter••'^; .i._� .:�..=:.3,.. ._':..laac• ..a:.s►�i►:.+'id��''�°•t_mr �4— '•'R 4W-.^L•�*-"Y:?�Z1?•'o. company name: address: city: ►hone#: insurance co policy.# Afiach t+dditi nah eGt If neCGSSa ` 0 I S _._�. _. ._...�_ - - ��a+v=tin��:--� •- '.dos• s7tYt*.��� ...fiaao w's�+n:. Failure to secure coverage as required under Section 25A of A1GL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one Fears'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement may be fonvarded,to the Office of Investigations of the DIA for coverage verification. I do hereby cky i)-under rite pains and p a/ties of perjury that th if, provided above is true and correct Si_nature t Date Print name �� /10,b Q�' l � IT-1 Phone# official use only do not write in this area to be completed by city or town official city or twwn: permitAiccnse# r'IBuilding Department [3Licensing Board check if immediate response is required OSelectmen's Office []Health Department contact person: phone#; I-IOther .Ory��•fir.rtr•'.•wM1'wi.•!lr.�'r��,�„r-.+i±iw�l.49�iR _ _ — _ - _ _ _- 7+-+n^.n• .,pR-,.r^•-++T-Tc.+S^= (revised 3195 P3A) The Town of Barnstable ' K#A& $ Department of Health Safety and Environmental Services `e � Building Division 367 Main Street,Hyannis MA 02601 Ralph,Crosser Office: 508 790-6227 Building Commissioner Fax 508 775-3344 For office use only Permit no._ Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"construction,alterations,renovation,repair,modernization,eonvemon, improvement,,n=o%-4 demolition, or construction of an addition to any P=-Wisting owner occupied t building containing at least one but not more than four dwelling units or to structures to such residence or building be done by registered contractors,with certain exceptions, along with other requirements- Type of Work: G P Est.Cost a l O o — VYl Address of Work: u� 1M c v-et Owner.Name: Date of Permit Application: I iS I S I hereby certify that: Registration is not required for the following rcason(s): Work excluded by law Job under S1,000 Building not owner-ooarpied Owner pulling own permit Notice is hereby green that: CONTRACTORS PULLING THEIR OWN PERMIT OR DEALING WITH VIIREGISTFI� FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c I42A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the ov►-ner. 1S 9 5 10a Date Contractor name ' Registration No. OR ' Date Owner's name r ! + ~� COMMOPI.WEALTH _.�«. EDyR ICI NT OF PUBLIC�AFET► _` _�:current F" FdOu►ssotom' OF ONE ASHBORTON K.Adt- �yssasoAuaott.8tstsMi10Jn� - MASSACHUSETTS BOSTON,MA 02108 "� '. Cods Is ossso for few" tb� LICENSE ttli'CAUTION EXPIRATION DATE CONSTR. SUPERVISOR 0 7/3 0/1 9 9 6 EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB NONE 06/30/1994 043170 . _. —PR -. o ! �A � X ON LI NSE. ROBERT G GRAVES JR t� ter` ?5 STEPPINGSTONE, LANE t—"B ST O m SANDWICH MA 025E3 9 MUSTI CLUE 40 PHOTO(BLASTING OPR ONLY) FE - �� �� 0 0.00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY _ HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER v THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE SIGNATURE LINE Ic• f.�..r. CARRIEDON THE PERSON OF SIGNATURE OFVENSEE i_� ^ ::• "•'�.....�' THE HOLDER WHEN EN- ) ,rr OTHERS•-,�71QNfilJlUMB PRINT GAGEDINTHISOCCUPATION. � c s u , �k'N i ^��"��75J.�e.'HJ��v11io•vt�.��-y� � ..4c,0i✓?. lIO11E I "VEMENUICONIRACIOR g z= R 109 IVA1E CORPORAIIOH w apiratio h: Ob%30l96�' yl _�? �nstructrga {f,,Y r" �� .waves"firRoberCiwPPI 6sIw� i rTT«�aY noMw .98toaeLane�� , , ;; 3• , TOR"wkti andwtc h°MA1563a - ' t J yy �kl a4'-\1 M S 1 k -liaq°Z� .IX� ti2���;� ��� �� 2�� J � ad 0-b Lli 5�11 S!of ,s u'.7JO� �J:� Jb0 .� .�C� V e i f � j I OIXp i �00�^, i l>ol7 ! i waf l , n rt'yPF I ✓� S ice . I P i Pry secQ Se�n�,� F(�oY aver ��«ye GV-oJe.� COY"c�'�HC. i o_M �h/L , s (- I— i I I i t i I i I I I i ! I L- j i i . j � 1 I � j II I i I I u Pr0Pa Gae-al ` d EreC-Z,E-v\my Sc,CA -e, ly = l —Grp ��pveS Cor,�jir. Gl iur� S�VL �O t� J .-t i �) 1 �l�l ►l t-r-e 't`/I o S S twl v e T*.,a;r_?-,„ a"►Z' 1 f C ►ti,A . 7 C, {P{,ram'r r �T..„p L�.r t C�•, C•. . . t 6+�fH L r ter- ,, G 2 Ohs �eortio n � Cs aJe , S,Cje f C i (ij1"in� � rS� !FloorP�Av� �9YGtIJQs �.o✓ -t- ` r Lt G G r1 !Floor Sc C,(2 q = l -p S Sre� n� STun� Lang _ S�hOwr s s i w�,;-t-e ��s �,,•.ve., d�� . sf o �; l �s ��, � � , _oa._ 63 po i �0.1�fpoY�j I j • i eV e- -74 fi . I = �1C15Ti �G SeC Or� i �oOr L7� I\OI e l7YG�e� I vr • S ca STo ne La vti e I vJ V ) Y;oC, a,-st'� Van:l 15. sG�, �„ c�, 4A 1 , r '>7 i • `t 11 ; . Lo-T 2 H i j I I CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND ., � � AS INDICATED :� v`q OAT E REGISTERED LAND SURVEYOR ,EVY 81 ELDREDGE ASSOCIATES,INC. CLIENT� CERTIFIED PLOT PLAN ENGINEERS - LANDSCAPE ARCHITECTS JOB NO. z 7-- AWITf X DS,: 'belU& PLANNERS- LAND•SURVEYORS DR. BY�. -1•l�/ IN 889 WEST MAIN STREET CHKD. BY, CENTER I LLE, MA. 02632 SHEET OF SCALE DATE 13 IZ-6.16 � � I I 6caG-�u.ds F'c•- GfavJl I' STe� DoWh I as Co1GTP�C S(Ab lZ-Z' it At I I Il I I I O GbncrrtQ WG.� „ `:P�a�as�� ° ,ra �2 G•, � L3,reeze vq0, Xf , l '0 C7r-OL e Gons r � rn; (Is fl s S c f'r, y S-ro re Lc Y%2 Sa haP IdG�i ' Sot ( vj rt2 moSS Dry 1(�a�sfior� ` Vag, -05-26 GRAVES CONSTRUCTION, INC. 5 STEPPINGSTONE LANE SANDWICH,'MASSACHUSETTS 02563 (508) 428-0576 (508) 758-2789 Assessor's offioe (1st floor): _ Assessor's map and lot number .. (41 . THE......0�. ./..... Q� Q� TO Board of Health (3rd floor): Sewage Permit number �� ............................................ 2 BAaasTwts, KASIL Engineering Department (3rd .floor). 39. \0� House number ..:..................................................................... '°�F0 vo 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 ............: !.� ./. !............ ! `1� ............................ TYPE OF CONSTRUCTION ................���Nl ....... / ............................................................... ..................: .............19. _ i TO THE INSPECTOR OF BUILDINGS:' - The undersigned hereby applies for[�a �permit according to the following ninnforrmmation: n� � C Location ..... -(/.(.....?!.. [........� 1..1... .!.G.......M.11. ..... t.:.. !ic��..../ !.lf?K� l�/1�. .......;!!.11Ca j.— ... Proposed Use ...........`�I�1 �.��.... �L.`�/ Zoning District ....................Fire District ....../ "�05 M&,� S Name of Owner .... (.�!.1:!�./�....�-Q�.-:......Address �.Q.:...!�rJX '� /0 C���/�—t/��� ...�.. ........................... SAME Nameof Builder ................................................Address ..................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .... ..............................Foundation epo UA� e0�4� ............................ .......................................................................... Exlerior J...... .....Roofin 74,..J..C.. /4z r....... :.��................... o Floors ...ul/0.y......................4Y. ......................Interior ............ .-...............:..................... / / Heating �� .........�� f'?, ...............................Plumbing ........... ... /y�/Tl. ............................................ ....b..tV,. ........� / 45� ��Q Fireplace ..................................................................................Approximate Cost ......................................' Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i II III OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .L.. D............. . ht Construction Supervisor's License ........... ""/ -GREENBRIER CORP. A--0-3 o el(r=, 30568 11 Story No ........;........ Permit for ....... ........................... Single Family Dwelling .......................................................................... Location ...Lot...#.2.1.,....1.8.1....Wh.i.te...Mo.s.s. Drive .... .. .... ..... .. . Marstons Mills ................................................................................ Owner .....G.r.ee.n.br.i.er....Corp.. . .. .. .... .. .... .. .... . .... ..... Type of Construction "Frame........ ................... .... ....... ............................................................................... Plot ............................ Lot ............................ Permit Granted .......Ma.rc.h....2.7............19 87 ..... .... .. Date of Inspection ..... ...............................19 19 Date Completed ......................................19 s o`txe�• TOWN OF BARNSTABLE Permit No. 19568....... BUILDING DEPARTMENT ART . ur TOWN OFFICE BUILDING Cash ' do HYANNIS,MASS.02601 Bond ......... .... �� CERTIFICATE OF USE AND OCCUPANCY Issued to Greenbrier Corp. Address i,ot # 21, 181 White Moss Drive ridrstons Mills, fiassachusetts 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. -- JulZc LS�. 19.....8......... Building Inspector 'r- aJ�� °•.w TOWN OF BARNSTABLE BUILDING DEPARTMENT aaares = TOWN OFFICE BUILDING � rua HYANNIS, MASS. 02601 '�o rrn►• MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been/issued for the building authorized by Building Permit $ .. Q / ........................................................_..._..........._...... __ ...._.__ . issued to ................. ...................... ..............:...................................... w. ... Please release the performance bond. it ;TOWN OF BARNSTABLE, MASSACHUSETTS , BUILDING PERMIT DATE 19 PERMIT NO. •`�9 �R APPLICANT " ADDRESS (NO.) (STREET) L (CONTR'S LICENSEI NUM OF PERMIT TO I (_) STORY ' t DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) ZONINGDISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND_SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP - BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. f ADDRESS BY 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- 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 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE> MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(REAOY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS If L z j -- -- -- z - vX 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 OTHER A BOARD OF HEALTH 17 .4,91zove 6 1 WORK SHALL NOT PROCEED UNTIL T INSPEC- PERMIT w!LL BECOME.NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON'TFIIS CARD CAN BE TOR HAS APPROVED THE VARIOU STAGES OF WORK IS NOT STARTED WITHIN Sl, MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTIOn PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. r " _o / �-r2 � a 9t5 'F, ` Lam; 2z- y b h ky) �k Lo 1 2.0 M 0\5,5 h'1 VC I CERTIFY THATt THE SHOWN ON THIS PLAN IS ����N Of pyq� LOCATED ON THE GROUND o�' R013IPI �yG • AS INDICATED W. `� ► I LCCX y No. 1341 ®gs fG TE o - DA E REGISTERED LAND SUftEYOR LEVY 81 ELDREDGE ASSOCIATES,INC. CERTIFIED PLOT PLAN t.. CLIENTcxy ENGINEERS - LANDSCAPE ARCHITECTS JOB NO. PLANNERS- LAND SURVEYORS DR, BY IN 889 WEST MAIN STREET CHKD. BY, /q/4 CENTER lLLE, MA. 02632 SHEET L OFL... SCALE, � ��° DATE= zro 8 f eei ...m , tj nil I ✓c.. Ft�" �p- i'l ' i IMi+� +,�1;{4ryl(i�t Y✓ i.7J�7 : t cs IT•' a S W- vi7 f t o, � r V Lo 2 o . \ M - O h \ �4 F4IYE /1055 p,2/ VE \ 9L LEGEND EXISTING SPOT ELEVATION 0 °`��'�� P. y1' PROPOSED SPOT ELEVATION tl Mf EXISTING CONTOUR ---0— —— ; civil. PROPOSED CONTOUR 0--- \ ,ANo.31115 p J� ROBI NOTE: THE LOCATION OF ANY UNDERGROUND SEWERAGE WELLS., OR OTHER UTILITIES SHOWN ON ON I THIS PLAN IS APPROXIMATE ONLY AS DETERMINED '' 13�441 FROM RECORDS AND/OR VERBAL INFORMATION. 9fCISTE��`� THE CONTRACTOR IS RESPONSIBLE FOR THE s�oNq` iallo6J -� VERIFICATION OF THE EXISTING LOCATIONS IN >? THE FIELD. R LEVY & ELDREDGE ASSOCIATES, INC. F� ` �T` I CLIENTCRM .91 < ENGINEERS — LANDSCAPE ARCHITECT$ NO, GOT' ..PLANNERS — LAND SURVEYORS DR. .BY: IN 889 WEST NWN STREET CHKD.BY, ., CE,d Y1l.LEs MA. 02632 SHE � Z CLE� �.�� ' A qss ssor's offioe (1st floor): _/JEPTIC SYSTEM MIDST ' o� o V........0.. ./....11.Q� THE T ` Assessor's map and lot number .: .... .. -'STALLED IN COMPLIANT Board of Health (3rd floor): �'� �- WITH TITLE 5 ' Sewage Permit number ..........................................:...... I "" Z B9Sd9T4DLL, i Engineering Department (3rd floor): ""t1',1IRONMENTAL CODE AM. 'oe�M 9 House number I�I L TOWN REGULATIONS o�E0 YPT 6`e .................................... f APPLICATIONS PROCESSED 8:30-9:30 A.M. and, 1:00.2:00 P.M. only 01 TOWN OF BARNSTABLE BUILDING INSPECTOR �o S L) .. . APPLICATION FOR PERMIT TO ......... ... v, .. . ............ ......... ..........11.. ............................ TYPE OF CONSTRUCTION ................. „1 � ....... .... . ................... ... .............19. TO THE INSPECTOR OF .BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... '+ l/t!........(/l/ ...!✓41J.��...... .11lr�-�. f....`�/ � ...... �Gr ..r�.l�!..... Proposed Use .....:.... � . C .... A1.l.G.... .......................................�. .. . . . ........................ ....... . .1.......................... Zoning District ......:................................Fire District ......1...!lJly <v •••••M��j _•. Name of Owner ...�/4Nf,1�.� :�/�-.... tr.......Address .....T..-. .'.. �/.�..'�r �0 ... j®L�/ 6,;,,� Nameof Builder ...J� ................................................Address ......... /..:�.............................................................. Nameof Architect ..................................................................Address .............�QQ................�.........../......,.................................... Number of Rooms r .�Jl./..... . ...........�..�............................................ Foundation ..... V yJ ....... ......Roofng ..Exterior � / . / j/V .6./ � f � � .�....(./ (�-.�. .....►....C....•.... ........................ Floors T.11Q.14 .. ..... ......................Interior ............s�!.'.4�L ..1.. O�vJ� ..................................... Heating ''.U. . ......./�.U�......Li' Plumbing . . ........ ........... Fireplace ............................Approximate Cost .....:......... :............. . ed .-.. Definitive Plan Approved by Planning Board ----_---------------------------19-------- , Area (P.6..�.....j.................. Diagram of Lot and Building with Dimensions Fee ...... ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... . ` ?�' '�.. :\�; c .. t ...... _5/Construction Supervisor's License .......... ""/ GREENBR-1ER CORP. '3 0 5 6 11 Story 4 No .................. Permit for ....... ............................ Single Family Dwelling .......................................................................... 4Ve. White Hoss Dr-L Lot #21-, 181 Whi' Location ................................................................ Marstons Mills ..................................:............................................ Owner Greenbrier Corp. ' .................................................................. Type of Construction ....F.r.ame........................... .. ....... ............................................................................... Plot .............................. Lot ................................ Permit Granted ......N4rmh...23..............19 87 Date of Inspection ........................:...........19 m t .—.W� ..........19 ,,Date Co I ed p CONSULTANT • Reqe SYMBOL LEGEND l� Y SECTION SYMBOL ELEVATION SYMBOL Dltvil*NSIONS SECTION DESIGNATION 1 DIMENSION `I DIMENSION TO FACE OF STRUCTURE EXIST, 4 2 A OR FACE OF EXISTING WALL ASSEMBLY PATIO SHEET NUMBER �2��� SHEET NUMBER i DIMENSION DIMENSION TO CENTER OF OBJECT DETAIL SYMBOL D�.�R •�Yi�o.� DETAIL DESIGNATION - NEW WALLS +/Ott PATCHED AREAS SIGNATURE DOOR NUMBER - r(or?'v 5 a1 SHEET NUMBER sT.-. exI T. EXIST,-- .._•.__ e�15�`-- , - - Y� EXISTING WALLS _ EXIST, - ( �--}—AREA OF ENLARGEMENT - - -- - - - - - - - - - , p _ - __ _ _ _ - _ _ _ _ _ WALLS, DOORS, WDWe, ETC. \` / TO BE REMOVED ` UP ,) -,AIR,, 1 j1�` EXIST,:10 3(� RENOVATED I BATH ° N 1 KITC EXIST, 1� OFFICE � x � � t! � x 1 1 ��a RE�. ° EXI. , t l ul EXIST. WDW R.O. 2 1�4— \\\ INS' LL 1" Eli ori PEnN[NG NEW C.O. - T1 -' J \, - W ON EXIST. ' T - - - -- - - - - - - - LD EXIST. J 1' W NEW \" BOX IN CORNER AS - - - - GARAGE u a W o UD• X00 HvACESYs°eM�Ue I _ _ _ f—� f=k_ T. who � �o I I , � - - - - AWL SPACE ��d II LU - � ' rn z 1 N J 1�� RELOCATED EXIST. - - .�Qa goo w,NDows -- RENOVATED , ��.. A �� RENOVATED J .� w — _ - - - DINING ROOM �,oyZ LIVING Roots Q � v Y to M _ 41 n}. _ _ .41 2n± 31-7114 y NEW 'RAILING To j� MATCH LIVING 'ROOM ��-I �� � N .OCOO 01 el w3 SIDE OF STAIRS - - - - �� I pj Iwo ; - - - -•-L _ U P U A CC3 C!J CC3 lu PATCH WALLS, EXIST, — t ' 1 Ch ' • o CEILINGS + FLOORS [ N � w AS NEEDED — , �-- _ .___...__-_.._ V i/ NEW 1211a CONC. x16�I_ J p Q EXIST. EXIST.T. EXIST. PIS;: w/ BIG FOOT N .� FOOTING , > W NOTE; Z Q • NEW 3'-0" x 6'-8" EXTERIOR DOOR 2 "STYLE11 TO BE CHOSEN BY OWNER 0 O FLOORING T.B.D. BY OWNER 1 WALL ABOVE WINDOWS ARE TO BE RELOCATED, 1 1 R.O. TO BE V,I,F. is•,• !++ �.___.._..—.. ,..n.- `''QUNDATIQN 1 A1,1 • ALL EXTERIOR TRIM TO ►y1.4TCH E-XIST. - • PATCH '1-O MATCH EXISTING OF ALL DISTURBED AREAS, 1 I cr L/'"'�r/""'y TO WORK WALKWAY (C� EXTERIOR) n`4y+P �„J1o,,,J -PLAN TO NEW MUD ROOM AS NEEDED PARTIAL General Notes: FOUNDATION PLAN A General Ai. 1/4„ _ 1'_01, 1. Structural drawings shall be used in conjuntion With architectural drawings. 1 2. The governing building code for the design and construction is the Massachusetts State Building Code (6th Edition). — — B. Soil Conditions and Structural Fill 1, All footings shall be carried to the depths shown and deeper, if required, and shall rest on undisturbed r — soil or compacted structural fill havin a safe bearing =p g g pressure of 2000 psf. It Is recommended that the i owner, retain the services of a geotechnical engineer registered in the CommonWealth of Massachusetts, / as required by Code, to determine actual soil conditions and to verify allowable bearing pressures. This offices is not qualified to determine bearing pressures or other soil related information, / 2. No footing shall be placed on frozen soil or in standing Water, i I 3, Structural fill shall be Well graded bank run, screened or crushed gravel, and shall be placed in 8" <- --_ maximum lifts and compacted to 95% of maximum dry density as determined by ASTM D1557, JWEXIST, 4. Provide a minimum of 6" well compacted, clean, coarse sand and gravel under all slabs on grade after ;I -�I___i�_:_'the top soil has been removed. Ir EXIST. 'ROOFING EXIST, Concrete cLl CRAWL SPACE 1, All concrete shall attain a minimum compressive strength of 3000 psi at 28 days. EXIST. BEAM 2. All rep nforcing steel shall be deformed bars conforming to ASTM A615 Grade 60, - 3. The following minimum cover shall be provided for reinforcement; Gerard B. Thiboutot ~� 6 WO P.T. LEDGER vl Asa Concrete against the earth 3" `, LAO BOLTS 244 O.C. [ Briar Patch Lane Mashpce,Massachusetts 02649 Formed concrete exposed to earth or Weather #5 or smaller 1Y" #6 or larger 2" TEL: 508 539 8642 oALV. JOIST Concrete not exposed 0 earth or Weather slabs or Walls beams and columns 1Y2" PATCH SIDEWALL AS NEEDED a-mail: jerry_thiboutot@hotmail.com HANGERS EACH 4. All concrete Work and detailing shall comply With the late:3t specifications and recommendations of the ACI. END-TYP. 5. All continuous reinforcing bars shall be lapped 36 bar diameters at splices and at comers unless otherwise —_ E I ;� _ New CASED _ E�CIST opeNING noted, Terminate contin:ious bars at non-continuous ends With standard hooks, EXIST � - - - -- D. Structural Steel, ff I �,_ _ _ RENOVATED N W cA O - O DRAWING TITLE: I . l I ' FXIST--. 1, All structural steel Work shall conform to the specifications for the design, fabrication, and erection of / SIDING TO MATCH EXISTING structual steel for buildingds of the AISC. I_. - LLIr - -- KITCHENNew P.T. 2n1os D ROW WDW OVER AIR INFILTRATION BARRIER no npp {}°- O 1611 O.C. w/ MIN, !!- ORS 101a V agone o b 2. All Welding shall conform to the code for Welding in building construction of the AWS. _ _ FIBERGLASS BATT — — OVER )11 CDX PLYWOOD 9 9 \ — — INSULATION + 1/2" 2K6 STUDS 0 1611 O.C. �C�C��UQ� o D(���o� k O 3. Steel materials shall conform to the following: Structural Shapes ASTM A952 \ _ - PLYWOOD TO eNCL s � _ 6" P.G. GATT INSULATION Bolts ASTM A325N - FRAMING - POLY VAPOR BARRIER ASTM A307 (anchor) t Y" GYPSUM WALL BOARD Structural Tubing ASTM A500 Grade B -- ------- / E Wood — _ — 1. All framing members shall have the properties of Spruce-Pine-Fr #2 or better (Fb=875 psi, E=1,400,000 psi) DATE: 08 1 flog I NEW SIDING + TRIM / / P.T. a-2x10 BeAM, except that Wood posts shall have the properties of Spruce-Pine-Fur #1 or better (Fc=700 psi, I I ALIGN W1 EXIST. E=1,300,000 si ro MATCH e><zsT. NEW 6K6 P,T, POST AND BASE CAP REVISIONS: WOW[ BEAM SUPPORTING p �' I I I 'ROOF ABOVE 2 �All engineered lumber shall be installed in accordance With the manufacturer's s cifications and I NEW c PIER w/ - 'recommendations, �\ �BELL FOOOO TING, 48" I I _ _ _ _ _ _ _ _ BELOW GRADE - MIN. NEW CONC, PIER w/ BELL FOOTING, 3, Any changes to the engineered lumber shown on the design drawings shall be submitted as shop 4611 BELOW GRADE - MIN, PROJECT No.— � _ — _ _ � � - � � I PA -CH s'LDEWALL AS NEEDED NOTE; drawings With appropriate calculations for review by this office, Fnal shop drawings shall be submitted With I I • GALVANIZED OR STAINLESS the seal of a structural engineer registered in the Commonwealth of Massachusetts. I I I f STEEL JOIST HANGERS, 4 SHEET No. , All flusf; framing shall use Simpson metal timber hangers (or equal). Him" THRU-BOLTS AND FASTNERS �REQUIRED @ ALL EXTERIOR 1 5. Use stainless steel or galvanized nails for all connections exposed to the Weather. FRAMING/DECKING 6. All headers shall be 2-2x10's (for 2x4 stud Walls) or 3-2x10's (for 2x6 stud walls) unless noted otherwise on � -- — — — — — — — — — — — — — — -- — — �(— — — — — — —— — — — — — — — —— -- — — — —— — ——— —— — — — CONNECTIONs- the drawings. — — — _ — — —— — — — j � A1.1 — — — — —— — - - — — — — — — — — — — — — — — —— — — — — — — —-- - — — — — — — -L_ F. Des�n Loads 1. Design Live Loads Snow 30 psf (plus drift Where applicable) Attic 20 psf -, PARTIAL MUD ROOM /� Sleeping Areas 30 psf PARTIAL l y 1 FRAMING (�PLAN All other Areas 60 psf „ _ ,_ „ Decks 60 sf � T ELEVATION � SECTION 1 of 1 Aii 1/4 - 1 0 2. Wnd Speed 00 mph (21 psf) Aii 1/4" = 1,-(;,, A11 1/4„ = 1,_0„ PERMN SET _ J