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HomeMy WebLinkAbout0385 SKUNKNET ROAD '9 1 t 149 .� I A 'I i i information and knowledge, info On the basis of MY � �r^� C��► I . belief, I certify to The 'down of Barnstable The ,fioston Five-.Cents Savings Bank and Ticor Y I G E fJ tz-v t.l� , IAA 4 S S. Title Insurance, Co. that as a .r_es It of. a i survey made on the ground on / 8S, I find that: The ,structure-(s) are located on the site as Laws V�a1 shown. 1A compliance` with the Town Zoning By- �1 `MnUT ,M The title lines and, lines 'of occupation of the site at as shown hereon. of The, site is situated in .F1ood Zone�1/2a-- " wIwAM o/Boz �� f�5o ommuni MC 1'anel.Ao z WAiJV iC: Date: 7 ,� ,` No. 19771 ?rlarwi ck RLS trlilliam m. W C�STt��� y`" -M1 LA¢ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 17 rr— Parcel // Application # Health'Division "Date Issued Conservation Division ",Application Fee J " Planning Dept. Permit Fee : Date Definitive Plan Approved by Planning Board �16�1 2- Historic ' OKH Preservation / Hyannis Project Street Address 20 5 VAJYL A107-7 00/179 Village ce ly, Owner Address 3�5 5�K0VeAGf- � �- Telephone S08) �6 O - SSD 7 Permit Request kttk(� A-1120�f-i'yn1 X Z Square feet: 1 st floor: exi ting proposed I I I 2nd floor: existing SP1 proposed Total new S'7S Zoning District A rav A 1 1 64FIVA-Pain. Groundwater Overlay. Project Valuation ffo//nssttruction Type_ Lot Size D .12-7 Grandfathered: ❑Yes J No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure q taYO Historic House: ❑Yes �TNo On Old King-s Highway: ❑Yes �]" oo Basement Type: L I-ull ❑Crawl ❑Walkout ❑ Other Basement Finished Areas ft. A/0 Basement Unfinished Areas ft SRO o Number of Baths: Full: existing new D Half: existing newer Number of Bedrooms: existing D new "' Total Room Count (not including baths): existing 1�a newer_First Floor Room County u` Heat Type and Fuel: 41/6as ❑ Oil ❑ Electric ❑ Other t � �y a Central Air: ❑Yes �No ; Fireplaces: Existing New �Z Existing wood/coal stove: ❑Yes Alo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing mew size _Shed: lKe"xisting ❑ new sizeaOther: /yXVL• Y1��' _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l'o /If yes, site plan review# Current Use Yttl fl��'�✓ Proposed Use par,044`7✓ APPLICANT INFORMATION _(BUILDER OR HOMEOWNER) Name 4klephone Number Address P .o . bo)0 17F aw4er v4[(__ Mk- License # 0641 D7�(o3 Z Home Improvement Contractor# Worker's Compensation # K&W 111 SZD ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO o v >D VJ `. SIGNATURE DATE Z ` ,Z FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER y {S7j` 4 n DATE OF INSPECTION: ' FOUNDATION = 2 is FRAME 1 INSULATION_'` FIREPLACE ELECTRICAL: ROUGH FINAL { PLUMBING: ROUGH FINAL .GAS : ROUGH ,f.)" - FINAL } tFJNAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. r T I The Commonwealth of Massachusetts Department 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 Name(Business/Organization/Individual): Vi.&t4 C Address: n• { '� City/State/Zip: ( L,6E'(r'i� il•Zf( 0'?6'12 Phone#: �j U �t7 Q9� Arr you an employer?Check the appropriate box: Type of roject(required): 1. I am a employer with 0 3 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling -. ship and have no employees These sub-contractors have g, ❑De liltion working for me in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance.t 9 uilding 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[No workers' comp. right of exemption.per MGL 12.C]Roof repairs insurance required.)t c. 152,§1(4),and we have no employees.(No workers' MCI Other AlU comp,insurance required.) A 00 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. rContraetors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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 polity and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#:����i�C `7(���'g `p Expiration Date: V- 4 -(2 Job Site Address: City/State/Zip: /_ -6-y i `4-- Mt�-- el Zoo 3 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 certify,u r the pains a penalties ojperjury that the injorntadon provided above is true and correct Si ature: Date: 17-5 1 Z_ Phone#: ^Sd? �J& Official use only. Do not write in this area,to be completed by city or town gff7clai, 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#: Propoat - - Keith C. Gilmore Enterprises, LLC R xIC#13 4443 P.O. Box 17,Centerville, MA 02632 MA CSL#98047 Phone: 508-420-9934 Fax: 508-420-9935 Date: 12-5-11 Project#NYE02 Client Name: Jamie Nye Phone#508-360-5507 Billing Address: 385'Skunknet Road, Centerville, MA 02639 Alt.# Fax# Project Address: Same as billing Email Project Description: Design and permit to construct a new 14'x 22' single attached garage addition. The new addition will feature 2x4 wall frame 2' step back at front elevation to match existing house profiles with dormer. Install insulation, sheetrock, relocated door and two new windows to garage interior. Install two relocated windows and insulatiowin addition second floor dormer(sheetrock for dormer to be quoted separate):, Install one white steel 8x7 garage door with electric opener, one six panel fire rated entry door, primed pine exterior trim and cedar siding to match,existing profiles,asphalt.roofing and aluminum gutters to match existing profiles. Install one Velux M06 skylight free of charge. No , engineering, shed relocation, electrical,plumbing, heating, flooring or painting is included. Project Task Items: * Project Design Work $ 0 - 00 * Insulation Installation $ 1,495.00 * Sheetrock Installation $ 1,271:00 * Garage Door Installation $ 1,200.00 * General Demolition $ 461.00 * Trim Installation $ 1,022.00 * General Framing Installation $ 6,862.00 * Door Installation $ 555.00 *Asphalt Roof System Installation $ 1,344.00 * Gutter System Installation $ 314.00 * Wood Siding System Installation $ 2,808,00 * Window Installation $ 630.00 z Total $ V In"" — PAYMENT TERMS The amount or estimated amount of said contract is $18,746.00. Customer agrees to pay the Contractor according to the following terms: $3,454.00 Due at scheduling ^ V $6,338.00 Due at material order $3,977.00 Due at start of job $3,977.00 Due at exterior finish $1,000.00 Due at completion Description of payment terms All work will cease under this contract if payments are not made pursuant to the terms described herein. : Workmanship issues must be documented by the Customer, in writing,to the Contractor within fourteen(14)days that Homeowner knew or should have known. There will be no refund for special-order materials and/or any other non-stocked items after three days from approved proposal.Any other refunds shall be calculated and/or determined by,Keith Gilmore Enterprises. The Contractor retains all legal remedies available if the Customer fails to pay including the recording of a mechanic's lien on the property pursuant to M.G.L.254,§5 to secure the payment of all labor,including construction management and general contractor services and materials,including those furnished by Keith Gilmore Enterprises.. Customer guaranties the payment of all sums owed to the Contractor.Customer understands that any debt to Contractor over 30 days past due is subject to a 1'/z%finance charge per month(APR 18%). Customer agrees to pay all legal fees and costs incurred in the collection of any money owed to Contractor. Customer acknowledges that Keith Gilmore Enterprises has a reasonable expectation of payment from the Customer for any materials furnished by Keith Gilmore Enterprises as part of this project between the Customer and Contractor notwithstanding any payments,to or disputes with the Contractor. This Notice of Contract is to be construed and interpreted according to the laws of the Commonwealth of Massachusetts. The undersigned acknowledge that they have read and understood all of the enclosed terms and that their signatures appear freely and voluntarily below: Authorized Age t* Date Contractor Date Page 2 of 2 Initia f A 1-,VC Guide, to hYood Constriiction in Hi h hYinci AG•eas: 110 niph find Zone Massachusetts-Checklist for Compliance (780 C:,,fR 5301.2,1.1)1 ✓� Check } Compliance 1.1 SCOPE Wind Speed (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) Z stories 5 2 stories Roof Pitch ............ ..................................... (Fig 2) ...... ... 5 12:12 Mean Roof Height ...................................... :........(Fig 2).............. ......... .......... 2ft 5 33' Building Width, W ...............................................................(Fig 3 ......... V&ft 5 80, Y Building Length, L .................................................. ....(Fig 3).. ..... .... ................Z&ft 5 80' ✓' Building Aspect Ratio(L/W) ..:................................ (Fig.4).. -�;If=5 3:1 Nominal Height of Tallest Opening2 .. ...................... .........(Fig 4)................................................ '7 4:,„5 6.8„ 11- 1.3 FRAMING CONNECTIONS General compliance with framing connections.:..................(Table 2)............................... ............................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ✓ Concrete..................................................................................:........................................... Concrete.Masonry................................................................ ... ..................................................:............ 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)............... ............................... 1-0 in. Bolt Spacing from end/joint of plate ...........................;.(Fig 5) ..........,:................. (,r_in. 5 6', 12" ►/ Bolt Embedment-concrete...........:........:......:.............(Fig 5) .....:..........................................�in. > 7" . `✓ Bolt Embedment-masonry.........::..............................(Fig 5)............r............................... in.>- 15 Plate Washer................................................................(Fig 5)..............................................>3"x 3"x.'/V !/• 3.1 FLOORS Floor framing member spans checked .............:.............(per 780 CMR Chapter 55)..........I........................ Maximum Floor Opening Dimension...................................(Fig 6)...................................................... ft:5 12' IA Full Height Wall Studs at Floor Openings less than 2'.from Exterior Wall(Fig 6):...................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).................. .............................._ft 5 d /A- Maximum Cantilevered Floor Joists I Supporting Loadbearing Walls or Shearwall (Fig 8 " ft :5 d Floor Bracing at Endwalls....................................................(Fig 9)................................................................... ✓ I Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................... .. t/ I Floor Sheathing Thickness ............................. .......(per 780 CMR Chapter.55) ....................Win. Floor Sheathing Fastening..................................................(Table 2).. tb d nails at_jj_in edge/fin field f 4.1 WALLS Wall Height Loadbearing walls ......... ...................(Fig 10 and Table 5)........................... aft 5 10' o� Non-Loadbearing walls........................................... (Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................. in. 5 24 o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing Walls........................................................(Table 5)...............................2xA- ft I in. Non-Loadbearing walls................................................(Table 5)..............................2x . -_7:7 ft in. (/ Gable End Wall Bracing.' Full Height Endwall Studs............................................(Fig 10)................... ......... ......... (� WSP Attic Floor Length................................................(Fig 11).............................................. III ft zW/3 1/ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ 4 ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c.... (Fig 11) ............................................................ s✓ or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays "tom Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... eft Splice Connection(no. of 16d common nails)..............(Table 6)........................................................ ,� It II/C Glade to 1.1%0r1 Con,ctrtictioll ill Higk I'lliruf Al-eas: 110 flip/r Mild Zolte Nlassacl?iilsetts Checklist for Compliance (780 Cii•IR-5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...........:.......... .......(Tables 7) .................._Z1 .............................. .... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).........::.....................(Table 8)......................................................._� t� Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table.9) Header Spans .... . ........... ....(Table 9).......:...........................L—t ft in.5 11' r/ SillPlate Spans ........................................................(Table 9)..........:,...................... ft in.5 11' ✓ Full Height Studs (no. of studs)....................................(Table 9).............:............ .. Non-Load Bearing Wall Openings(record largest opening but check'all openings for compliance,to Table 9) Header Spans..............................................................(Table 9).................................. ft ® in.5 12' Sill Plate Spans................. ............... .....(Table 9) .................?�ft 2 in. s 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 Oenin 2 r ,� P .....P 9 ........(.........) � :... ,'.................:.............I.................. s 6'8" ✓/ SheathingType............ .. ........................ note 4 ..................................................... d� _ Edge Nail Spacing................:........................(Table 10 or note 4 if less)........................ in. y Field Nail Spacing..........................................(Table 10).......................................:.........min Shear Connection (no.of 16d common nails)(Table 10)...................:................................ ;Nyco* -r Percent Full-Height Sheathing.......................(Table 10)...........:.. .......... 5%Additional Sheathing for Wall with Opening> 6'8 (Design Concepts)................... �G Maximum Building Dimension, L Nominal Height of Tallest Opening2......... ' ✓...............................................................70�6,8" Sheathing Type................................:.............(note 4).........................:........................... ' Edge Nail Spacing.......:...............:.................(Table 11 or note 4 if less)..................::.... in. Field Nail Spacing.......................................:..(Table 11)..................... ......................... . ..fZ in. ✓ Shear Connection (no, of 16d common nails)(Table 11)..........:............................................'�14 r Percent Full-Height Sheathing........................(Table 11).........................:.......::.................�'`�/o 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... t/ Wall Cladding - Ratedfor Wind Speed............................................................ ..................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. " s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift (Table 12)....................................... ......U=2_0plf v Lateral.................. .......................(Table12).............................................L=_!2.�plf r/ Shear...............................................(Table 12)...........:.::..:......:...........:.......S=—plf t/ ! 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 V2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.............................:.....,............(Table 14).............................................U= lb. 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......... (Table 2)...... ...................... ........................... �- Notes: 1. This checklist shall be met in its entirety, excluding-the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold.downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. I 3 9 A TVC GLIIdL'f0 Wood COns11'uCtLOI,ill HL,h Witt I AI'CQS:II D I�pZ I'Vnd Zone Alassachusetts Checklist for COMpJiance (780 ChIrR5301:2..1.1)' Chock _ is Wf dPE ; omP ah= .25t „Speed (Aec.gust)................... .............................................. .W ndyF�posure`Category:`.... ..... ........................................ CAI) Wrnd-Exp .................... .................osureCate o = " 0_mph 9 �' Engineering Required For Entire Project __ . '�2.,APl'I:ICA811=11Y ... ....... ................ ...0 Number of Stories(a roof which exceeds B in 12 slope shall be considered a-story) s < Roof Pitch. :. ......................(Fig 2) . net stories � Mean'Roof Height-. `� .. . ---•--•-•-•--•-••....................(Fig 2)......Building Width,W ` eft 1<33' e .......................................................(Fig 3)...................:.......:• p Buili�ing Length,L....... ...�'1 5 80' .....................................(Fig 3) Building Aspect Rafio(UW) .. -.......:............•-----..................... Nominal Heighhof Tallest O enin s 1.3 FRAM[N�r 6Ot1NECTlONS General compfiarse-with framing connections......................(Table 2) r i 2.1 FOUNDATION ' Fouoda6on 1Nalfs fi'eeting requirements of 780 CMR 5404.1 ~ concrete Concrete x Msp}n.Fy -. .. ....................................................... 2-2 A OUNDATIOW-3. N A� 5/8'Anchor Bolts�imaedded or 5/8'Proprietary Mechanical Anchors as an alternative in cane fy BOIL Spacing :general. . ........................................:.(Table 4) Bolt Spacing frolnIendroint of plate ........:........ '(Fig 5).... in Bolt Embed ment'=concrete........ ._...... Ff 5 _1L_in.5 6'-12', Belt Embedment=masonry (Fig ).... ... ..................... `in.>T' t/- (Fig 5)..... t..................•- in._> 15' �c} Plate Washer..:................ - (Fig 5)................ .......>3'x 3'x'/' 3.1 FLOORS Floor"Ming member spans checked (per 780 CMR Chapter 55 Maxim ..... ... P )Floor Opening Dimension..._ (Fig 6) "' ................ ...... r ............. ft<12� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).............. Maximum Floor Joist Setbacks ........... ....... AW ,Supporting Loadbearing Walls or Shearwall ...........(Fig T)....... " ft dMaximum Cantilevered<Floor Joists . A� 5upparting Loadbeanng Walls'or Shearwall ............. (Fig 8 FIOorB { 9 ) ..... .....•............ ...............rac)ng at Endwwal#s ........................... {Fig.9).:..:.-...:..._..... — - I , D ft.<d Floor S,haafhing Type .. (per 780 CMR Chapter 55 Floor'Sheathing Thickness ...... ...... _._........ -•-......... P ).........................:. ...... . ..._.........................._...(per 730 CMR Cha ter 55 ...n. Floor SheathingFasteriin P g :...(Table Z). d nails at in edge/Min eId 4.1 WALLS f'•'� Wall Height u Loadbearing walls................ G . t v (Fig 10 and Table 5) j 0' . Non,�L�aadbeanng"walls .............. ::. '-.....--- - . WafG•Sttld Spacing a` ' (Fig 10 and Table 5 .......... ft -S 20 f a ... ........... ....................................(Fig 10 and Table 5) �IP in.s 24'o.c Wall Story Offsets ...... .......• ......... :..:.:(Fgs 7 8:8) 4.2 EX FZIOR-WALLS' .Wood Studs Loadbearing walEe.................................... (Table 5r). ........ ft in ,✓ Non-Loadbearing walls ..-. - ' 9 ..................... .,..._.... ....(Table 5)..........................:_. 2x • ---. Gable End Wall Bracing i in. - Full Height Endwall Studs............................................(Fig 1 D)................................. WSP•Attic Floor Length (Fig 11 t� .._.._:. Gypsum Ceiling Length (if WSP not used) 11 ...... .. ft zW/3 and 2 x 4 Continuous Literal Brace @ 6 ft..o.c. . (Fig'1 1 )................................. ft'0.9W or 1 x 3 ceilingfurring strips 16'spacing min.with 2 x 4 blocking joist i ... '... E3 R @ P 9 9 @ 4 ft spacing in end joist or truss bays Double Top Plate Splice Length :.: .......(Fig 13 and Table 6).:. Splice Connection (no.of 16d common hails.................. rrahra s� ft • t. h6 4 x<. i i "` b.•rig A`o �,y�,' ,��+ ��• ,� + ' "i ± a,.�. , a �r'irle�fo>'Fl�ot�rl*Canstructlon iri High IYMd Areas: 110 uiplr If'ind Zone Massachusetts Checklist for Compliance (790 Cii1R53011.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails).......................:........(Tables 7), ...... ...... ......:..._....:....... 2. Non-Lbadbearing Wall Connections ' Lateral (no.of 16d common nails)................................(Table 8)...... ._. Load Bearing Wall Openings (record largest opening but check all"openings for compfiance to Table 9) Header Spans able 9 Y ....: ................. _.F ):.. �in.511 Sill Plate Spans .............. + _ ft, p ....-..-•....... ..............(Table 9):.. _...... ......... ft in.511 Full Height Studs (no. of'studs) ....(Table 9)................ ......:.....:......_ ........... t►�•-- i Non-Load BearingWall O enin s record largest opening but check all o enin s•for compliance to Table 9 P g ( r9 P 9 P ) P 9 . Header Spans,.;.. .. ::::...........•............................(Table 9).................................. in.5 12' V' Sill Plate Spans:...:;:.....!....:....:.................................... able 9 ft ft ' Full Height Studs,-(no. of studs).............................................................._......(Table 9).......... ..................................... 2 fi• ' °Exterior Wall Sheaffiing to Resist Uplift and Shear SimultanebusV Minimum Buldibg Dimension, VJ 41 Nomihad height of Tallest OpeningZ ... ........._. t 6'8• Sheathing Type - (note 4) sr ,y Edge Nail Spacing3 " (Table 10 ar note if less) in. 't ✓ Field Mail"S'acin , P 9.. :........ ....•...-.(Table 10) .:. ......_.. .._...... _:. 1Tiin. Shear Connection(no. of 15d common nails)(Table 10).......................... P� Percent Fu1k-Height Sheathing...-•----•.........:...(Table 'f0)......._........:__..... .�.�. . 5%Additional Sheathing for Wall with Opening>6'8•(Design Co ep ................... _4 " Maximum Building Dimension, L < Nominal.Height of Tallest Opening < _ L Sheathing Type.....................................::.......(note 4)............................................. Edge Nail Spacing.........................................(Table 11 or note 4 if less)........_....._...._. . in. y Feld Nail Spacing •..(Table 11).......................: in• ShearConnection (no. of I5d common nails)(Table 11)........................ ..... PercenfPull-Height Sheathing........................ able 11 . 5%Addifianal Sheathing for Wall with'Opening> 6'8'(Design Concepts .................:.. ,a Wall Cladding n / F Rated for Wind Speed?.............. ................................................. Y 5.1 ROOFS y Roof framing member spans checked?........................(For Rafters use AWC Span Tool,sea BBRS Webske) L�o'af Overhang ...........................-........................(Figure 19) ft 5 smaller of 2'or Ll3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..........................................--...(Table 12)................... ......................... .t1= Pit Y Lateral .......................... ;< (Table 12}....---- ---....:.--- P if Shear.................................................................. .......... • -•-•---................L--(Table 12)............................................S=*Z-. plf Ridge Strap Connections, if collar ties not used per page 21::. (Table 13)..__......:. ........T= Gaole.Rake.Outlooker..........................................(Figure 20) ..._...._.... ft s sma o r L/2 'ti Ilex 'o Truss or'Rafter Connections at Non-Loadbearing Walls +,Proprfetary Cwlciectors' Uplift:: ............................................. able 14 Y Lateral(no.of 16d common nails)...(Table 14).................. ....L�. tl/................. . Roof Sheathing Type........................_........._................(per 780 CMR Chapters 58_and 9) ...........: f/ Roof Sheathing Thickness,—....................................... Ilk in.>-7/16'WSD Roof Sheathing.Fastening ..........................................(Table 2)..............:......_.. .................. IL i Notes: -1. .'This checklist shall be-met in Its entirety, excluding the specific exception noted in 2, to comply with the requirements of 730 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,i 10 mph Guide: a. Steel Straps per Figure 5 b.• 20 Gage Straps per.Figure 11 C. Uplift Straps per Figure 14 + - d. Ail Straps per Figure`17 .R T e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Excepfion:`OPening heights of upjo 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirerrients•shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls lshall be a minimum 2 in. nominal thickness pressure treated k-grade. L k� � I C AFFC Guide to Wood Coristructiori in High 141i dAreas: 110 nzph 1Wind*Zone Massachusetts Checldist foi- Compliance (790 Ch4lZ s30I 2.I:I)' 4, a. .From Tables 10 and 11 and location of wall sheathing and Bulding Aspect Ratio,:deteirr►ine Percent Full-'Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: L Panels shall be installed with strength axis parallel'to studs. I All horizontal joints shall occur over and be nailed to framing. ill. On single story construction, panels shall be attached to bottom plates and top top plate. member of the double 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 Bd staggered at 3 inches on center per figures below: Vertical and Horizontal Naiiing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is i mile or closer to shore(generally,south of Rte. 2B or north of Rte. 6) b)vertical addition—,not required unless there is extensive renovation-to,the first floor;y ._..- replace-replacement windows—needs.energy'conservalon compliance only (chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWb)website, WEN THIS EDGE REM DN FPAM114G usasd N43L5 ATC'&m 1 n JI 1 1 II II 11 11 1 I Til O 1 g c 1 - 1 e1 n 4 1 •i r 1 t - .� 1 'a 11 iI6 1 19 1 11 - .6• 1 iAt FRAM INS MQ 1IBER$ @ l I 11 EDGELfEDt,CTE li 11 g 1 U 11 G 1 J IU 1 1. 1l u 1 aLl It 11 s ii i i I z , � DDr113i E ,� STAGGERED 3'MMd 1+141LSPAGkJCa t i NAIL FIATMIN PAML PAltEL PAW_EDGE DOUBLE NAIL EDGE SPAClQG DOTAL See Detail on Next Page Vertical and'Hoftorrtal•Nailing Detail for Panel Attachment Vertical and Horizontal Nailing. for Panel Attachment ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: � ._1 J^ ��1 �ess: `w 38S SIGwu Y�a.�-1- pant A Town:; Applicant Phone: I V II fie PP Csv�J alv2 -O(o 8�0 Applicant Signature: k� � Date of Application: a I Z_ NEW CONSTRUCTION: (choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM O tlori 1: Ceiling or Slab p Fenestration exposed Wall Floor Basement Perimeter U-factor floors R-Value R-Value Wale AFUE HSPF SEER R-Value R-Value R-Value and Depth National Appliance Energy .35 R-38 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft I987 as amended,minimums or rester as a12licable Note: This form is not required if you choose either of the two versions of RBScheck 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 httl2://www.energycodes.gov rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 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 % of glazing: (a) Gross Wall&Ceiling Area equals Formula: (100 x b_a) 2-U 5$ SF . 100 x _ UP316 _ /1.. 0 j 0 %of glazing (b)Glazing area equals 3 1 SF b a If glazing is:5 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 Fenestration Ceiling and Wall Floor Basement.Wall 'Slab Perimeter U-factor Exposed floors R-Value R-Value R-Value R-value R-Value and 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) ' r I ; ltte ztcltra c�ttti- Department of Public Sitfez4 xtrtl-tt# Build n, Rc*�ul<ttit►tt and Standards construction Supervisor License License. CS 98047 KEITH GILMORE PO BOX a 7 CENTERVILLE, MA 02632 Expiration: 7115=13 c t+rwant� at r Tr#, 19323 � Consumer Affairs & dsines�Regulation License or registration valid for individul use only Office of Consumer Affairs&B smess Regulation. g =C�HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: .134443 Type: Office of Consumer Affairs and Business Regulation Expiration: 10/29/2013 Ltd Liability Corpor 10 Park Plaza-Suite 5170 Boston,MA 02116 ENTERPRISES, LLC: 11 KEITH GILMORE 28 HIDDEN VALLEY RD..,, MARSTONS MILLS,MA 02648 Undersecretary of valid without signature i7t�' � /� {ti ��� i i t i ....... ..,.._ ACORD TM +TP "'R�> 1^'� s �i >�.. *"k � i'1""Rl !e �` h� ���"� ,DATE(MMIDD/YY).N >4.>.,....au. ,�,*,.n,.�.A, �r - .ri t ,� N 4p of�i ,. t mn 13a ..02/24/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the pollcy(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 endorsements. PRODUCER COMPANIES AFFORDING COVERAGE- 150 SAWGRASS DRIVEAGENCY,INC. °OA^"` GUARD INSURANCE GROUP ROCHESTER,NY 14620 COMPANY B INSURED KEITH C GILMORE ENTERPRISES LLC coCANv PO BOX 17 CENTERVILLE,MA 02632 COMPANY COYEFi AlCES:�x ` �aka�, <j<q�"M��CER19FiCATE NUMB" `'v l AE1/ISIOM W Eli .;�,sRvr4 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. NO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MMIDO/YY) DATE(MMIDO/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ CLAIMS MADE ODCCUR PERSONAL&ADV INJURY $ OWNER'S&CONTRACTOR'S PROT ' EACH OCCURRENCE $ - FIRE DAMAGE(Any one fire) $ MED EXP oneperson) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ t= (Per person) HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $' OTHER THAN UMBRELLA FORM AGGREGATE $$ _ WORKER'S COMPENSATION AND KEWC211820 02/04/11 02/04/12 X we sTA1v- OTH- EMPLOYERS'LIABILITYT. THE PROPRIETOR/ EL EACH ACCIDENT $ 100,000.00 �INCL - PARTNERSrEXECUnVE EL DISEASE-POLICY LIMIT $ 500,000.00 OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $' 100,000.00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) -x,- ICE'�TIA�T�,:HO�OE f Y^ ,.< :- ..<,la,t.K. ems. ,;b'�tfrl.l. �t'�"CA�ICE�?CNi�iFwu'`�A1��.NdoJ�a��.r.,aJ� .,�.4 :�;da.;; ,,���,r.•ward=R,+�i.P��4. ,''P,aaJw 60b.,r^4+r.rz���1�. �L�,�m.,.L KEITH C GILMORE ENTERPRISES LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION PO BOX 17 DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY CENTERVILLE,MA 02632 PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IOND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE i i Lol 0 >G� C� New e, I IP i . I on the basis of my knowledge, information and belief, I certify to The Town of Barnstable, ' 1�.)L'��."1`l�fJ CRT1 Ci i G�1 The Boston Five Cents Savings Bank and Ticor Title Insurance, Co. that as a .r_es it of. a survey made on the ground on / S, I find G E►J ��1 �.t., , AA 4 that: The structure (s) are located on the site as `)v Lam( �j?L�, I SCAM 11 =Zvi shown. In compliance with the Town Zoning By-Laws WAS , M , W A rz W) i L{L The title lines and lines of occupation of the ,c NP aLMnU7 � Mc site axe as shown hereon. . . . . . . m : o- ' The site is situated in .Flood .Zone it �, y4� Communy_-Panel...Mo. ZSa+z/�o��3Date:3 °' WILLIAM f c? M. Date: LNAf3W1CK NO. 19771 William M. Warwick,FtLS £OISTI� J�•, t�Al:LAP�O 5 �v L 11.64::> �0 Zov� N C' �L, 1q� x'vtt�uAG .ir,.�. Mika y ilk ID ? o6drhN— UNV ov rx MeP_ Roaw� WA Als Cove. _ t 9 \2 C f ;e L' 1 re n �o 2 e Dooft, b FIX 51'i Aj 6-" SAS G �cl-:� L oor, pL,O�nJ ri RE5iOaE-.'dvc1�.. o•�"�> TOWN OF B ARNSTABLE Permit No. Building Inspector cash 039 OCCUPANCY PERMIT Bond Issued to S L S Trust Address Lc+r 645, 385 Skunkrk Road, Centerville Wiring Inspector Inspection date Plumbing Inspector' _- Inspection date Gas Inspector SSA ,/ Inspection date Engineering Department ,t, �-r ./ �!' � �r Inspection date Board of Health �:�, y .� �, Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .................................................... . 19......_._ ............................................................................................I.............. Building Inspector f _ 9 } - f a • f _ 1 i t 3af t� N F 7 g t 1 j . i On the basis of MY knowledge, information and ' belief', I certify to The Town of Barnstable, ( 2S."'�l aJ� c � ► I °�'L (i 1_•,The Boston Five.Cents Savings Bank and Ticor L..oT-� g �W Y-N�� -Title Insurance, Co. that as a .r_es lt. of, a L survey made on the ground on / S, I 'find G E!J (zoJ tA.� , AA ®%S S, I that: - J.vL`( 24, i 5cALZ The structure-!(s) are located on the site as shown. In compliance with the Town Zoning By-Laws M , W A rZ W 1?, 5 pG, (N L. The title lines and lines of occupation of the eQ "site are as shown hereon. of i �:>The_ site is situated .in FlQod. .ZoneNgn.::. 3 `Community_-Panel.PIo.zS�/�oro&Date: API/I 71" i WILLtAM Date: _ ... =z - n M. WARWICK t� o. 19771 R1 r William M. Warwick,RLS /STER /9L LAQ SEPTIC SYSTEM MUST 1ST Assessor's map and lot number ..... / 6NSTALLED IN COMPLIANCE ;' WITH TITLE 5 Off'T NF TC�, L CODE ANVIRONMENTA ` Sewage Permit number ......................��:�.�0�(?..0r, ENVIRONMENTAL� TOWN REGULATIONS Z BA$HSTADLE, i House number .......... ... :s`................................ `' 9 SAG& C 00�a w3 r.a`0� TOWN OF BARNSTABLE B.VILDING INSPECTOR_ APPLICATION FOR PERMIT TO L TYPE OF CONSTRUCTION .....................i,N.. .Q..0.........� .................................. ... ...............1 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following_inf rmation: ....... .. .Location .. ..... � �.......i:: ........... .... ProposedUse ......��...w`?Pr /.. Y.l� .................................................................................................. Zoning District ...... . ..............................................................Fire District .... .... G...... ......................................... . ..... .... Name of Ow� �- 1. �.5.........�.... . ./ .........................Address /...7..... ...... ..5.� <1ye&,!?'.-% / Gr. � ./.� /� .. Y6 tP Nameof Builder .. ... ....... .... �.C/ .............Address ..................................................................................... Name of Architect ,,/)/p -7A! � ...'G..J�r 5..�1�t�....Address �.�.y�/�Q�Lr7��h.�D..��..... Number of Rooms ...:..............1✓••..•......................................Foundation .......PP..vp n..�/V:r-� Exterior ............ .�. 7......................................:.Roofing .......v. .� r� 1 ............... Floors ......... ....G�V". ��.D.....................................:Interior .......... -2\ c�/<.......................... Heating ............. . /t... .�.�................................................Plumbing ........ Fireplace .............. ..........................................Approximate. Cost ........ 1.. ��0.. ......... ..... .. ..... Definitive Plan Approved by.Planning Board _-e l-1 -----19 > Area �... ....:'... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �I� 4 f \ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS • I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .. t.. .. . ................................... • J � Construction upervisor's License A... ... .... .......... / - S TRUST k. 2 ` No ...........829.7..:: Permit for ...:J.a..S.tnry............... ;. ....... ..Dwell:Ln Location .......Lat..b.4. ....3.a.5i.Sliunkn .t.•Roa-d ......................C.entexmille.....................:........... - Owner .............L..S......Trus.t.............................. -� Type of Construction .....Exame...............:........... ,. .......................... - -� Plot .............................. Lot .......................... t y t Permit.Granted ....Au ust 6, 85 ..................................19 , Date of Inspection ..19 Date rComplet d ..��...................19;-d—4 f �' e f N C c �o �`oPq=P7 2,-o AL SIGNS o do anything with`this office' et (2' x 2') ays after the election. .r property. p a or electric poles' t Z—o2 IME T � Town of Barnstable *Permit# WP C Expires 6 months-from issue date B,,K,,ST,,8 , : Regulatory Services Fee pO 9 i639 6 Thomas F. Geiler,Director " �0 pTfD N1° Building Division ess Tom Perry, Building Commissioner 7 200 Main Street, Hyannis,MA 02601 SEP �-f1002 Office: 508-862-4038 Fax: 508-790-6230 TpV& O F BARNSTASC E EXPRESS PERMUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 176 // 7 Property Address �� �,n1�1� e�'� men Residential Value of Work c9•5-0 7),O � Owner's Name&Address \\s S le—,-) ZA �,j Contractor's Name �E}�� LTA��,`1 c5 Telephone Number 6<91 Home Improvement Contractor License#(if applicable) 'a b LA OI D Construction Supervisor's License#(if applicable) L1 21VVorkman's Compensation Insurance Check one: 13111 am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance .Insurance Company Name Workman's Comp.Policy# Permit Request(check box) DI roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roofl ❑ Re-side ❑ Replacement Windows. U-Value (ma imum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Revised121901 Assessor's map and.,lot number ,, //..... !! / �F .. .y............ y3*THErO� r Q 4 Sewage Permit number .......................... �—' ""..�n� �� o+► (" Z PAUSTSDLE. i rasa House number .... ..... .. ......'.................................. r ' 'oo 1e39. ON TOWN OF BARNSTABLE BUILDING INSPECTOR_ APPLICATION FOR PERMIT TO ..... .... ...................................................� TYPE OF CONSTRUCTION ....................:I X./ ,9 0........ � t- ................................... ............... /...............19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /^ Location .....A ....��.. .....,. ........<...... '�.0"�.l..y : J. ........... ProposedUse ..... . .0 >'L ,�f„1./��. ......................................................................................................... ................. Zoning District ...... ..;a.''.................................... ...............Fire District .......................... . ......................................... �� �'—� —i'�—MtJ. J 9 T`. �. r ,y ire►�' Nameof Owne.r ......................r......;........... .........:... ................Address ........ .......... ............................ ..... ,y. �.........�� Name of Builder .. .�`.''...7/l•IJ�9�W J.............Address .................................................................................... Name of Architect ../Qr !?a '�... ..rz.l.��l ....Address .........��....... Number of Rooms . ..............Foundation .......�� .!` r�� ..........,..,.................. �. '!.�.. :!f.' ..�......................................Roofing ....... G'Exierior0, . � .,... ,.... ... lr� I/�-��� � .Interior ..........Floors �.......�.....................:......................................... Heating ' .................Plumbing ........� �^d ........:':.. Fireplace .... ..............................................Approximate. Cost ....... G�e .......................... 1 Definitive Plan Approved b PlanningBoard __��: i k_____19 1�. Area I 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 ...... .V ... . ....... ................................ Construction Supervisor's License (/ `..............` " L " ^."^^ ~_^'"-^^' - ~ No -.�8.29I. Permit for ...l�...S.tnr.y----- - ' Single Family Dwelling � --------------------------. Lot 645, 385 Skuokoet Road � Location ---------------------. _ � -----..{�ntezo.ill�..................................... S L S Trust ' Owner ....................................................^............. . Type of Construction .....Frame.......................... � ----.---------------------- . � Plot ............................ Lot ----------' Permit G,unos6 -' ............... 85 Dote of Inspection ------------lg Dote Cnmpjute6 ...................................... 7a ~ ` ! ' ' . ' ` ' ' ` BAD ' r�ii 9: 24T. ., 1 Interior Architecture 234 Lyman Rd. M �z,z a z ., �• Milton, MA 02186 r�rt .r _ � - �� - - •. ;, p.617,869.8566 iy`�"'r'`'T 'i,�x y ,,,.,Y' -.. f � ...+-r-"�.j- r. ... `..'. 0. .�,i y 'C•,.:.t ; wWW.b2flfCF1.COfY f:617:249.1978 1-11N- 01- 2- CONSULTANTS �( Molly H. Boudreau Interior Architect h .,C r--"— - ,--:.s--tr--- r •. .�°' _ ,r 1 .elf>(�j i� �I t. _ �r --_7, •I PROJECT r� T®RS Nye Residence SMOKE DETEC REVIEWED 385 Skunknet Road Centerville, A 02639 - - j IZ� A � -� s BUJLDIN DEPT. DATE i `j � 4 � R � I ;; �•'�-�, _._ 1 i f FIRE DEPARTMENT Revision# Date Description B-Tll SIGNATURES ARE REQUIRED FOR PERMITTING SHEETINDEX ID Name A-001. COVER SHEET ❑ A-101 2nd FLOOR PLAN ❑ A-102 PROPOSED FLOOR PLAN ❑ A-103 PROPOSED FLOOR PLAN ❑ A-201 EXISTING WEST ELEVATION ❑ NOTES: A-202 EXISTING EAST ELEVATION ❑ .' For design purposes only. Not intended for construction. Verify all dimentions in the field. A-203 EXISTING SOUTH ELEVATION ❑ - This document,as an instrument of service,is the A-204 EXISTING NORTH ELEVATION ❑ sole properly of Interior Architecture.Its use by the owner for other projects or for completion of this project by another party is strictly forbidden. A-205 WEST ELEVATION ❑ Distribution in connection with this project shall not be construed as publication in derogation of the A-206 EAST ELEVATION ❑ designers rights. A-207 SOUTH ELEVATION ❑ A-301 SECTION ❑ AO - 0 1 r SHEET OF Interior Architecture 234 Lyman Rd. Milton,MA 02186 p.617.869.8566 f.617.249.1978 www.b2arch.com L J ��L ................... _..................... ....... `� �/ (/� CONSULTANTS I Note: Decks Not Depicted Molly H. Boudreau Interior Architect • - WLBM 01 BATH F.F.To DINING ROOM KITCHEN wing= a BEDROOM Clo. F.F.To Ceiling=T-8' F.F.To Ceiling=TG' T'� 1 4`�- F.F.To ceiling=T-8- PROJECT is 17 LL Un. 5 C D Nye Residence 385 Skunknet Road Centerville, MA 02639 STER DROOM F.F.To Ceiling=Tom" - �C"�/. r1 Pantry Balcony F.P. 77 F.P. IF t \\A '°'ne.aevaa on CIO. Revision# Date Description BED ROOM#1 F= LMNG ROOM F.F.T.Celing=T•6 1O OPEN TO BELOW IF I vkdea ceigre P- !I 11 IVNI I L J w -CIo. L— All ENT j MM= )0!V 14 C' j0orij Walls to Demo EXISTING 1ST FLOOR PLAN 2 EXISTING 2ND FLOOR PLAN NOTES: -1 SCALE: 1/8" = 1'-0" -1 SCALE: 1/8 1'-01, For design purposes only. Not intended for construction. Verify all dimentions in the field. This document,as an instrument of service,is the sole property of b.2 Interior Architecture.Its use by the owner for other projects or for completion of this project by another party is strictly forbidden. Distribution in connection with this project shall not - - be construed as publication in derogation of the designer's rights. A- 101 SHFFT OF 11 1 E Note: 1 T -206 Decks Not Depicted i Interior Architecture y[m 'q7 234 Lyman Rd. Milton,MA 02186 lt?�GI p.617.869.8566 f.617.249.1978 www.b2arch.corr BATH fr F.F. To CONSULTANTS DINING ROOM KITCHEN UCeiling= Li NS _ F.F.To Ceiling=T-6" F.F.To Ceiling=T-6" �r�fr t�t' f Molly H. Boudreau s N ��al Interior Architect Lin. ,qb V PROJECT N N 9� Nye Residence 'o 2 7{ 1 CAR GARAGE 385 Skunknet Road N O Centerville, MA 02639 1 7 Pantry - - - - Revision# Date Description \. - — — — r BED ROOM #1 \ / CIO. F.F. To Ceiling =T-6" LIVING ROOM YET� Vaulted Ceiling4�q 14' (p0 • Dx 19, -301 �'� I ��'�► V4*' NOTES: ., For design purposes only. Not intended for -20s Re-Used Exterior Door construction. Verity all dimentions in the field. O 2t-8tr x Vt-8rt t 9 Lite New Walls This document, an instrument of service,is the �/J` J`•_ sole property of b. Interior Architecture.Its use by the owner for other projects or for completion of this project by another party is strictly forbidden- NewPROPOSED New Fire Rated Exterior Door Distribution in connection publication with this project shah not S T FLOOR PLAN 2 $ x 6 H be construed is publicat on in derogation of the � a r n designers rights. SCALE: 1/4" = V-0" 3 New Garage Door O 9-0 x 7-0 n New Widow 2 3 , .r r rr A- 10 2-4 x 4-4 , Double Hung, 12/12 Lite 2 SHEET OF 11 1 • 1 -301 -206 % a, Interior Architecture 7'-6" 234 Lyman Rd: Milton,lo 6 Lin.' p.617.69.8566 f.617.249.1978 www.b2arch.com BATH BEDROOM #2 CIO. C F.F.To o CONSULTANTS Ceiling = _ Molly H.:.Boudreau F.F.To Ceiling=T-8" T-8" ° N Interior Architect r CO PROJECT EXPANDED N JJ� b�� MASTER Nye Residence 385 Skunknet Road BEDROOM Centerville, MA 02639 CID G N F.F.To Ceiling -7-8 1 -207 -20 Balcony F.P. Revision# Date Descnption 4O CIO. —I IF 1 I OPEN TO BELOW 1 1 L = I 1F I -up L _ J n 14' CV 13' -301 19, NOTES: ' 1 For design purposes only. Not intended for -205 construction. Verity all dimentions in the field. This document,as an instrument of service,is the - - sole property of b.2 Interior Architecture.Its use by the owner for other projects or for completion of this project by another party is strictly forbidden. FLOOR N Re-Used window from BR#1 Distribution connection with this oration shall not 1 O OR PLAN � be construed as publication in derogation of the PROPOSED 2 N D 2'-4" x 4' 4" Double Hung, 12/12 Lite New Walls designer's rights. -10 SCALE: 1/4" = 1'-0" 2 Re-Used Window from Master Bedrm. . 2'-4" x 4'-4" Double Hung, 12/12 Lite 4 Skylingt (Optional) A- 103 Velux, Model: M06-2 .SHFFT 3 OF 11 i�i�iiiiiii■�o�����iiii! 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Milton,MA 02186 p.617.869.8566 f.617.249.1978 www.b2arch.com CONSULTANTS Molly H. Boudreau Interior Architect PROJECT Nye Residence 385 Skunknet Road Centerville, MA 02639 tion Revision# Date Description i P L N i CV i 11 P 11 1 1 A NOTES: " - - For design purposes only. Not intended for _ - construction. Verify all dimentions in the field. - _ This document,as an instrument of service,is the sole property of b.2 Interior Architecture.its use by the owner for other projects or for completion of this project by another party is strictly forbidden. Distribution in connection with this project shall not be construed as publication in derogation of the EXISTING SOUTH E L E VAT I O N designer's rights. -2� SCALE: 1/4" 1 r_O A-203 6 OF SHEET 11 t Interior Architecture 234 Lyman Rd. Milton,MA 02186 p.617.869.8566 f.617.249.1978 www.b2arch.com CONSULTANTS Molly H. Boudreau Interior Architect PROJECT Nye Residence 385 Skunknet Road Centerville, MA 02639 KAJU rmrl - Revision# Date Description • E 11> NOTES: For design purposes only. Not intended for construction. Verify all dimentions in the field. This document,as an instrument of service,is the sole property of b.2 Interior Architecture.its use by - - the owner for other projects or for completion of this project by another parry is strictly forbidden. Distribution in connection with this project shall not be construed as publication in derogation of the EXISTING NORTH ELEVATION designers rights. -20 SCALE: 1/4" = 1'-0" A-204 SHEET 7 OF 11 • a .. iiiiiiiiiii������iiii� • �iiiiiiiiiii•..........•�.liii�■iiiiiiiiiiiii iiii�iiiiii■■������iiii�iiiiiiii�iiiii �iiiiiiiiiii������liii�■iiiiiiiiiiiii■������i���o��i. i_ii_i_i_ii_i_i_i_i�����_��.�i_i_iiii_i_i_i_i_i_i_-_i_�_i_il�_i_i_i_i_i_�_i_�_i_s_i_i_C'� • C• • - iiii�ii�iiii�i�ii� iiiii•®iiii �iiiii-ii�i� - • • - �iiiiiiiiiiiiiiiiii�■iiiiiiii®iiii■iiiiiiiiiiiiii, �iii��iii�i�iiiiiii�■iiiiiiiiiiiii■iiiiiiiiiiiiil �iiiiiiiiiiiiiiiiii�■iiiiiiiiiiiii■iiiiiiiiiiiiiil �iiiiiiiiiiiiiiiiii�■iiiiiiiiiiiii■iiiiiiiii���ii� �iiii�ii�iii�i�iiii�■iiiiiiiiiiiii■iiiiiiiiiiiiii --� �iiiiiii�iiiiiii�ii�■��iiiii�ii��i■i�iiiiiiiiii�i', �iiiii�" "�iiiiiiiii�■iii�� -aiiiii■�iiii� -1i���ii� - - •- - iiiii� �iiiiii �iiiiiiiii�■iiiii iiiii■iiiii) Iiiiiii - •-• iiiii �iiiiiiiiii�iiiii� �iiiiliiiiii iiiiiili • • �iiii�� �iiii������■��i�� iiiii■iiiii) liiii�i� - - • • �iiiii� �iiiiiiiii�■iiiii iiiii■i��ii1 li�i�iil, �iiiiit_ 'iiiiiiiii�■iiiii iiiii■�iiiil --_._ __.____--- lie��ii �iiiiiiiiiiiiiiiiii�■iiiiiiiiiiiii■iiiiiiiiiiii�►�i'. �ii�����iiiiiiiiiii�■iiiiiiii�i��i■�i�iiiiiii�ii��; __ �iiiiiiiiiiiiiiiiii�■iiiiiiiiiiiii■i��iiiiiiiii�i �iii�i�iiiiiii�iiii�■iiiiiiiiiiiii■iiiiiiiiiiiiii, �iiiiiiii�iiiiiiiii�■iiiiiiiiiiiii■�iiiiiiii��iii, �iiiiiiiiiiiiiiiiii�■iiiiiiiiiiiii■iiiii�i��iiiii; _- iiiiiiiiiiiiiiiiiii� �iiiiiiiiiiiiiiiiii�■iiiii��iiiiii■iiiiiiiiiiiiii; __ NINE loss KEVIN �mRings e mm ■■ _ � ice - ■■;ii■ - � - ■-■ - � -- ............, I■ I'■■■■■■■■!■ I'■■■■!■�■!■■■■■■e■ee ■ee':e:e:��l: Le■■e'■ee■■■■;■■gee' ■ee■�■ �� � ■■■■.e■■■'■II' ■��!� is■■■�e:e�■■■et■eee■ �ir� ■�!■■�'■e; YII:Y ■■■ems■■■■ems■■■■■ eeee■■ ■ MM !i' -L�■ 'eoe■!ee M;eee00MOWN ■;�� '■ee'lee:�e/ ■�'� le�ee�■■ems■■' ie��le■:■eeeeee■e WIN �le� ■'■■■■■el !Y'Y 1.■!■■It el■eel■■■■■■ ■!�! 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IMMUNE■E Elm MWOMM■e KNEW M■ree■MM■eeerieee MIKE eoMIN eeMMeeMrei■�eeeeee����ee�eeee.reei�eie�e�eeeee�e:eee:eeieMWMMIMN Mom Mom ■ �ieeei���ee■eee■■■ee■■e■■��� e■■ieee�■Il��eeeee��e�!e■ ■ ■eeeeeeie■�■■�ee��ee�ieeeieei�e�ee���e�■eeee�ee���eee�ee�e�ee��eee��ee�J,��e��:eeeie� _� leEeeeeeelr----e'eet'�' -�eeeeeNo 7��ee■eee:����7eeeeeeeee'��ee'-'- 7ee�eel ■0eeeeeeel ■:■iee'1 ■eeeeee■ RENOW!e�'eil fee■eeooee■iee�e� eeeee■ leeeMeMMW& Will:! eeei „ IMMUMMOe !!!! ;■0MEMOee■ moil ■eeUeeUeMoem■iei ■eeeee �,�■eeeee■� ■.■■- i�ee■ I ■pie■ li,l! ■tee■■ire��■ !` ■�i�e■�e;e■�■�■■■ ■ee�!e� ■eeeeemie■ ■ j■ ■eeN eee:e:eie�� iMMMMMee■IIni I ree��eeees�eee� i■iree�ie� i�ii■MI� ■■ � ■ m m�i e�i l,l �i i l�I� ii iM iM M i i .a ■� ee ei ■:■i■■eeee■ ■eeeie■ MENN■eiee� ieee■ �eee.eee� 9■■r ee��e eeie ■eee■eeie■ nisi■;■ ■■mom e■r�eeee�����eeeeee�e��;��.�ee�ee��eeeeee� iereeie� rmo■eMMINNIN. MOWN _ _ re■e■M■e■oe■im■1■ieiel■�■!■MIN ■eeaeee�ee��eie.�eie. ■��eee ■■;0e■0eee.���.■i�ie�� ( rseeeee�ee�e .eieire:ei■r�i■r®ee®ee®�es�eeeeiee■ eeeeee■ reee��e�ei■`e�e■eee� I ie�ee����ieeireeee�e�e�■e■eeee�ee��e■■�iee�e� ■��■ee� ��eeeeee■ems■■■ewe■ ' ■■e MIN■e■MEMO■E mom e■seeee NEW MOWN mom e■ieee■ ■ee:eie■ ■eeeiee■OMMOMMEMON ■EMIMNeeeee mom■omee■e■oeee■e■eeee■meeem1 i■eeeie1 low MMIMMMONNUMMoNoil ==� ii e■I■i� = �i = ® e■i =s ==fie i�ir of i■ i Interior Architecture 234 Lyman Rd. Milton,MA 02186 p.617.869.8566 f.617.249.1978 www.b2arch.com CONSULTANTS Molly H. Boudreau Interior Architect PROJECT Nye Residence 385 Skunknet Road 2"1 Pc. T . Centerville, MA 02639 ( P Y ) k r Attached tGable Rake Boards A tt c ed o , with Flashed Roofing to End of Gutters 1"x 5"Corner Boards(TYp•) Revision# Date Description x New Gutters&Downspouts to Match Existing Shingle Siding to Match Existing Exterior Walls NOTES: For design purposesonly. Not intended for construction. Verify all dimentions in the field. This document,as an instrument of service,is the - - - sole property of b.2 interior Architecture.Its use by the owner for other projects or for completion of - this project by another party is strictly forbidden. Distribution in connection with this project shall not be construed as publication in derogation of the PROPOSED SOUTH . ELEVATION designer's rights. 1�1-207 SCALE: 1/4" = 1'-0" A-207 SHEET 10 OF 11 r' nteri©r .Architecture 2"x 8"Rafters 16"O.C. 234 Lyman Rd. Milton, MA 02186 Attic Insulation R-38(Typ.) f.617.2 9.19786 www.b2arch.com CONSULTANTS (4)2"x 12"Header,Flush w/Ceiling Molly H. Boudreau Interior Architect CY 2"x 6"Ceiling Joists c _ 16"O.C. U Note: LL Opel Nailing/Fastening Schedule per PROJECT LL WCFM 1 10 B Guide,Table 2 OP Nye Residence 3/4"Plywood Subfloor 385 Skunknet Road Centerville, MA 02639 2"x 10"Floor Joists : 16"C.C. 2"x 4"Stud Walls �` 16"O.C. — � �1�S ` � Revision# Date Description n� 1/2"Exterior Sheathing, �f $ !_ Ceiling Insulation R-30(Typ.) V0 .Continuous Vert.Sheets; O.C.Holddowns on Comers 1 fi Connect Sill to Top Wall Plate rt S�" P 3 x 3 x 1!4"Square Washer Wall Insulation R-13(Typ.) Sill 518"x 7"Min.Embed i Anchor Bolt I Finish Grade '": •. i .T: .. . . ..... r.•. . 40 Mil Vapor Barrier / :•:.- -v �'% . ` '<' Connection to Existing ,`• t •' F/ Foundation:Drill and Embed 5/8"x 24"Rebar Pins 12"O.C.at 12"Intervals 8"Concrete Foundation Walls 16"Concrete Footings 14' NOTES: 22 � For design purposes only. Not intended for construction. Verity all dimentions in the field. This document,as an instrument of service,is the sole property of b.2 Interior Architecture.Its use by the owner for other projects or for completion of this project by another party is strictly forbidden. Distribution in connection with this project shall not be construed as publication in derogation of the . - - designers rights. SECTION -30 SCALE: 1/4" = 1'-0" L ).—3 O 1 - SHFFT �� nF ��