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0025 KENT ROAD
6 0 0 y., 3 6'. U,. 6 ' Town of Barnstable Buildingff ,;;f Post Thrs.Card So That it is Visible From the Street A roved Plan Must be Retamed,onzJob and this�Cartl Must be Kept ,Est, 1f�f P BAIMFI',/ 31.L*. t a;:t g ' 4 - .;, ' ... 1�, 1. 't! 1' b,� 5,„x'c. a:<. ';� 1 ?. s.� s * t �` �,` • MI Posted;Until FinaltI--'4" ion Has�Been Made : : �t�? x r s 'Whe"e a,C-,---4 cate of Oecupae y slRequired,<such Building'shall,Not be-Clccupied,until a::Fm011Inspection hasa-been made per mit Permit No. B-19-1103 Applicant Name: ANSEL, DAVID J TR Approvals Date Issued: 04/05/2019 Current Use: Structure 11 Permit Type: Building-Addition/Alteration-Residential Expiration Date: 10/05/2019 Foundation: Location: 25 KENT ROAD,BARNSTABLE Map/Lot: 280 030 Zoning District: RF-1 Sheathing: Owner on Record: ANSEL, DAVID J TR Contractor Name: Framing: 1 Address: 25 KENT ROAD , , Contractor License 2 BARNSTABLE, MA 02630 V = Est Project Cost: $7,600.00 Chimney: Description: replace leaking brick chimney e - �" Permit Fee: $88.76 ag& Insulation: Fee Paid: 5 88.76 Project Review Req: ` r� v Date: (._,,.„....... /5/2019 Final: v" Plumbing/Gas Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is co mmenced within six months after issuance. Rough Plumbing: All work authorized by this permit shall conform to the approved application;and the approved construction documents for which this permit has been granted. Final Plumbing: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Rough Gas: work until the completion of the same. �` _ Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by.the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work ° Electrical 1.Foundation or Footing 2.Sheathing Inspections _ ,.; Service: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection g 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Final: 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Low Voltage Final: "Per •.cting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Health "' '.n Building plans are to be available on site Final: C.�'_' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Fire Department ��� Final: Tps Application Number.... * BARNSTABLE, : �(' � MA88 g Permit Fee 6✓.i. ..1�.? Other Fee 1•639 Ibi'Peo Total Fee Paid 4 • TOWN OF BARNSTABLE Permit Approval by ie e-,G on `l! p3/? BUILDING PERMIT Map 2 () parcel V J0 APPLICATION Section 1 — Owner's Information and Project Location • Project Address 2,C V`t A 9 o Village v 7 j1c-CLA (�— Owners Name �V\J 4 � Owners Legal Address 42.c T � ec 19 City ' ✓t-NANc State M ti Zip Owners Cell# (.0( 1 -65 ( ( v t) E-mail l/A .2 e c(A..14�, t —, Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet (a-Engle/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ® Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section-4—Work Description i RZ C C AA • Last undated: 11/152018 Application Number Section 5—Detail CostotProposed-ConstructionoPO Square Footage of Project Age of Structure L9c Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method El MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics • ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression 0 Heating System 0 Masonry Chimney ❑Add/relocate bedroom Water Supply 0 Public ❑ Private Sewage Disposal 0 Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: , I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No El Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? -❑ Yes El No • Last updated: 11/15/2018 Application Number Section 9= Construction Supervisor Name Telephone Number Address . City State Zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home_Owners•L-icense Ezem tion k � (� Home Owners Name: J Telephone Number Co \ Sr` l 4- Cell or Work Number lob 1 f( ( I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 FCMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ed by 780 CMR and the Town of Barnstable. Signature '� n G — Date 1‘ AP-PLIC_ANT SIGNATURE SignatureD7\ Date 15( (5 Print Name DAA) ) Telephone Number C_Y E-mail permit to:T)r,. /-s M Last updated:11/152018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District El Site Plan Review(if required) ❑ ' Fire Department ❑ t .. s r Conservation ❑ y For commercial work,please take your plans directly to the fire department for approval r r J Section 13— Owner's Authorization I, , as Owner of the subject property hereby authorize N to act on my behalf, in all matters relative to work authorized by this building permit application for: 1 (Address of job) Signature of Owner date Print Name . Last updated: 11/15/2018 r _ , ski/is 11 Town of Barnstable # v �'' B 6 � ° 0, it,„,, Permit , M,i.4 s » Expires 6 months from issue date Regulatory Services Fee ,:„ s., ifappo # Pil . chard V.Scali,Director ✓ mitt MAY 0 2 'A 2018 Building Division TOV�i� � om Perry,CBO,Building Commissioner ��""0 I-fit Main Street,Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION •, RESIDENTIAL ONLY c- a/ Not Valid without Red X-Press Imprint Map/parcel Number Property Address a///- �e.tALA" 62J. < `l..C� Residential Value of 9(C� Minimum fee of$35.00 for work under$6000.00 ���Owner's Name&Address O. Lk d. 4-4/l c-Jl Q eD s Contractor's Name ni) ' ' S" `I2 vA,, f a Telephone Number \ C S ".qr..;S' -61AS?-' Home Improvement Contractor e#(if applicable)1 Email: -•t M `�`; irn(2.C.t ,: i iri C..C Construction Supervisor's License#(ifS ` n� applicable) 1 �.�� � Workman's Compensation Insurance Check one: 0 I am a sole proprietor , ❑_I am the Hom er IFI have Worker's C mpensation Insurance -,Lea, \----- Insurance Company Name H (Lc.( 1a. i,L, �0,�; Workman's Comp.Policy# L 3 C O (4 LI ay? 14 Copy of Insurance Compliance Certificate must accompany each permit. Permit ' -.1 .t(check box) `1 Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ---. ' ,; ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) • ElRe-side L.C31-4--6,6-"- . ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. - ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of f,e Home Improve ent C tractors License&Construction Supervisors License is required. SIGNATURE: C:1Users\Decollik\AppData\Local is f indowsl'femporaryInternetFiles\Content.0utlook12PI01DHR1EXPRESS.doc Revised 040215 t nAmstAsul, .h ik Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 • Property Owner Must Complete and Sign This Section If Using A Builder CZn ,as Owner of the subject property �- C'to act on my behalf, hereby authorize ,. ��. �.�- �- in all matters relative to work authorized by this building permit application for: c6 — Q) . (Address of Job) • e A110. ate613, Signature of Owner Dom LI Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\ApPDatalLocat\Microsoft\Windows\Temporary Internet Files\Content.Outlook12PIO1D11111EXPRESS.doc Revised 040215 Town of Barnstable ‘_ei 159 (6-(114E,by, Regulatory Services ` •,,r Richard V. Scali,Interim Director 7STABLE) Building Division ,� § ;am Tom Perry,Building Commissioner TOWN - '' 200 Main Street, Hyannis,MA 02601 ww.town.barnstable.ma.us 2011 ' w Office: 508-862-4038 Fax: 508-790-6230 PERNIIT# O ( I Ozi TEE: $ 35 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less V.ct "•)1. ofieLA)ST-A-04 Location of shed(address) Village A.) ►0 1 -4 4Z5 SO .`< 3-1 c 03 w'' Property owner's name Telephone number Size of Shed Map/Parcel# (\_ �L~ Signature _ Date Hyannis Main Street.Waterfront Historic District? �,e Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required)�� U Sign,off-hours for.Conservation 8:00-9-9:30&3:300-4_30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. �TI3IS�FORIVkMU T- BE ACCOMPANIED'BY``A cPLOT PrAN Q-forms-shedreg REV:110413 : : :: .. : x : : . ,.,.... . .. . i.)ecc.torii. pl?"..,,, . i ,.. , In., oizce"..,:.....".cre i . ,. . . .... . : : ,, 1'1., *-- ' . - - 1 S ftlig-tc-antl Ansel 1oca an, of props Barnstable ;tot t - 189-2L 11 Lo C `i, 014)e1 l ing, 19 iti 1: J.QV I5j\ co • r : ....,,.. :: :: . : Area,= 20;662 -sF i4 . . deck : ?co, 30't 8g> lot it:. m .r ref 7014/322- fioott panel: 250 001 Oo03 D oody Torre C/ �� �a~ of v'-ss�� os PAUL G 3 nerelay certi at thus mortgage inspection was-pt�parec�-f r o t Oct 1yruda, oonem and Nor h star 114190. Corp 1 . 1 . 'The dwelling:shown, hereon, does Mot to to a special {fooc� .iST .., %' hacza tt ar t with an;efFective dam 7-2-92arut 'the location, aP '• "° s r the dwe1Li does conform;rCo the`LOcaL. ming by laws tn>et' at�the time oIconstrucnon, with, respectto hori&ontizl,dtmert (orwi Seale: 1" so setback requirements or is extrnpr{rom, vtotatf(.rL er i err�l t-' Date: 4-J 6--97 crown;: under Mass. Genera:t Laws Chctpter4o . �Seetco v 7. File No. 97-l0 80 PLEASE NOTE The structures as shown on this plot plan are approximate TonlY, An. actual .survey is necessary for a precise determination of the building location and encroachments, if any exist;. either way across property lines. This plan must not be : used for recording purposes or for use in preparing deed :descriptions and must not be.'used. for variance or building plan purposes. This plan must not he used to locate property.lines: Verification of building:::locations property line dimensions; fences ' - lot configuration can only be accomplished by an:accurate :instrurrient..s:urvey which may .ieflect different information than what .__ ; shown hereon. Please note that this is "NOT A BOUNDARY SURVEY" and is FOR MORTGAGE PURPOSES ONLY COLONIAL LAND-SURVEYING COMPANY, INC. 269 Hanover Street • Hanover, Mass. 02339 Phone: 617-826-7186 Fax 61"7-826=4823:. 189.26, S' . tri LOT 15 20,948 Sq. Ft. oo 118.3, i 29.4' Q CONC. FNDN. oll EXIST. rn DWELL. t.0 Z 2pp•89, N /0 —7-13 Pam DCE #13-233 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 25 KENT ROAD, BARNSTABLE, MASS. SCALE : 1" = 30' DATE : OCTOBER 1, 2013 PREPARED FOR: ASSESS. MAP 280 PCL. 30 PRATT CONSTRUCTION REFERENCE PLAN BK. 178 PG. 101 .�.,<2, ! i �aiH � OF qS I HEREBY CERTIFY THAT THE STRUCTURE y/o�,� DANIEL G= SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. 1. A. % j0 OJALA Lni off 508-362-4541 Q IJo.4028C fax 508 362-9880 1 Q t I �P � ° SS a. down cope engineering, inc. z UR 0 N. OWL ENGINEERS r ,_ ` � '4 t V LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR : TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A $O Parcel 0 3 O Application e iagioz Health Division Date Issued !6 /3 t� 4<dli—, Conservation Division Application F TO Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ,�/ Historic - OKH • Preservation / Hyannis "'33 J 'Project Street Address • e? S ,e'V T 2 a A a Village 8A mn�Srr+ Owner P V/V -r ^Iv lc L 'TIT,' S T Address L < 4_oAse, 1 L/,Apy so 5'5 0I.r Telephone Co°� / a Permit Request - o G o z- Kt � ci/ /v � iL-ivpe < / 5�•� - z Square feet: 1st floor: existing/l/G proposed 7,7 2nd floor: existing '7.2 S proposed Q Total new y7, Zoning District Flood Plain Groundwater Overlay Project_Valuation my, R a5 Construction Type P t...i'T-Fo?Zt-, pkew e Lot Size , Y 7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 1 Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure l 3 Historic House: ❑Yes ,f No On Old King's Highway: 'Yes CI No Basement Type: ❑ Full ❑ Crawl U Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No I --I Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn a existing; ❑ r size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other's w° • rya :;.. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ W, Commercial ❑Yes ❑ No If yes, site plan review -Pr` Current Use Proposed Use i ` , �� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name._ P. M1 Je. Co ff".• Telephone-Number-. So 8- a 8-.o. 5'G Sr- Address-PA')Tr Co A, S T J c_ =_ i License# - CE -load?'7 Po 13 o X 7 3 / CIA/z-5770 ri 5 !h/4.4 o2Gj' tome Improvernent-Contractor# 1/4 Email, czyCle e. `Ivo Worker's-Compensation # Wcz-2L$-373z.7o-913 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VlA ) vti-iAsyeR i tin cai'T QER:5 5., n, r7-„ r%). F<C-1,. $ E SIGNATURE' . 1)7 Co- ---DATE 02 3 - ✓C -1 2 Fr / FOR OFFICIAL USE ONLY ` APPLICATION# DATE ISSUED , MAP/PARCEL NO. - { F ADDRESS ` VILLAGE rt _ . OWNER . - • J • .. s` - ^ } F DATE OF INSPECTION: ;•O ,_, FOUNDATION,3.-a 11.1.:4+5 i.—or:s:4.1ALS#*" s.,. i I"* FRAME r'—' - '''' rnr s•^r+n.qr , . • ` ��:INSULATION.:,..-.., , FIREPLACE ELECTRICAL: ROUGH FINAL •` •• - . ... ". ' 4y 4. PLUMBING: ROUGH FINAL ' V IY. GAS: ROUGH FINAL ' FINAL BUILDING ' S yi DATE CLOSED OUT ' ASSOCIATION PLAN NO. • t . •r _ . - a4, ' _ c. . 1 - ' A WC Guide to Wood Corrstrudiorr in High Wind Areas:110 tuph Wind Zone _ Massachusetts Checklist for Compliance(7s0 cMR5301•�r.t)' - • . - • - Compliance 1.1 SCOPE • - -. Wind Speed(3-sec.gust)_________....;_.______..________._.._ -__--_-_-.......________110 mph ' Wind Exposure.Categay_ �_....---._.. __. __.._.._B ✓ •Wind Exposure Category -_.. ~-.Engineering Required For EtAlia Project C _VL . 12'APPLICABILITY. •. Number of Stories(a roof which exceeds 6 In 12 siape shall be considered a story) A ,stories -C 2 stories __ Roof Pr3oh_._--..---.__-:____._..-.._.-_--_____---....-_.-_(Fig 2) .__ -_---___--_-.-r '/L 512:12 ✓ 'Mean Roof Height __-_-_.____-.___--_-__..___ _ —(Fig 2)_. .__.. _--.__ — _. /7 ft 5 33' _ Budding Width,W_._._—......_._...__.._._�.—,(Fi9 S)-______.___._:._...__.._.._.—__.,�?ft_5 80' Building Length,L ._._..__..-__.___... 5 BO' ✓ _.(Fig 3)___...— __-�o•it. . Budding Aspect Ratio(L/W) .____...____._..__..._....__.__...(Fig 4)_._:_.___.___._.._.__-_._ -_._/.75 S.3:1 ✓ Nominal Height'of Tallest Opening' _---_--_--..-.___ . (Fig 4) .... �_.._-.6-$ 5 6'B` _/ • 13 FRAMING CONNECTIONS • • General compliance with framing cinnections_...__._..._...(Table 2).... __...._...._._._______....__....__._._. _L/ . • 4 . 2.1 •FOUNDAT1ON.-- - ''''Foundation Walls meeting requirements of 780 CMR 5404.1 . Concrete • _ -• • _tom Con Masonry...__... ---__ ----- _..._..__-- --•- -__._.._ — - • - - 22 ANCHORAGE TO FDUNDATION1'3 • - 5/B'Anchor Bofs,imbedded or 5/B`Proprietary Mechanical Anchors as an alternative in concrete only • - - Bott S tin general in. -pa.• g-g .-••_-- .r.(Table4)...__._..-._...._..._..._.__-_-_--- S1 ✓ • Bolt Spacing.fiom endfjoint.of plate____..--____ (Fig 5)..____--_-.__f_:____._.. 9 in. 6'-12-. `'` ,'‘Bolt Embedment-concrete-__...______. ( g 5)..__.. • '...—_._7_in.>7' • ✓ Bolt Embedment-masonry._.____.__;....._______(Fig 5).____r.__._.__.._.....:_____ - in.>_15" • /y/4 • . • Plate Washer_-_------......._...__.._.__._..._._._-___ (Fig 5)_ _._.__-----•---•---.-•-----.-_---'3'x 3`x W ✓ 3.1 FLOORS - Floorframing member spans checked ____..... (per 730 CMR Chapter 55)_._.._._ ___ • . ✓ . Maximum Floor Opening Dimension______...._._.__----__.(Fig 6)..._.__.__._._...__.: _ _ Ar. ft<12' �/� Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6) • - 41/-16 . Maxirnam Floor Joist Setbacks N'+ . . ' Supporting L oadbearing Watfs or Shearwall...:_____..(Fig 7).____._ _ �___ ft 5 d Maximum Cantilevered Floor Joists SupportingLoadbearingWalls'orShearwatl..-_.._._-.(Fig 8)_......_.. .._._--..-........__._______:-..-._ft 5d ' N/A Flog-Bracing at Endwalls_._______.._---.-...._--.--_-. _--__.(Fig 9)....____.�__-.--_-_-.----._ _____. __. ✓ ' Floor Sheathing Type ._-.._._._......_..._.__..--_--_-. (per 7B0 CMR Chapter 55)......_. _-.__:-___.--_. ✓ Floor Sheathing Thickness • ' . __(per 7B0 CMR Chapter 55)........._____._._54 in. •� 4,/Floor Sheathing-Fastening_..........-_......-__-..-_.__._--.�-(Table 2).. k d nails at Gin edge/jn field ✓ 4.1 WALLS . • - - Wall Height •-"- ' L oadbearing walls.___.___ ._- _..____---_(Fig 10 and Table 5)_.....____:__--.---•._Eft 5.10' . - ✓ 'ton-Loadbgarrng walls --.(Fig 10 and Table 5)_---__-_- /3 ft's 20' ✓ Wall Stud Spacing (Fig 10 and Table 5)_. ._..._..__. Lin s 24`o.c ✓ • • Wall Story Offsets ---.___.__.-.__-._..._-____--_..-..:._(Figs 7&8)_-_-_.._......_--____--_______.O ft s d ✓ 42 EXTERIOR WALLS' ' Wood Studs - • - L.oadbearing walls__._...._..._._•.__._-......._______(Table 5)__ .__.2x G - 7 ft 9 hi. . ✓ Non-Loadbearing walls..._____________•_.______(Table ._-____-.......__--_2x -11 ft p in ✓ Gable End Wall-Bracing' - • Full-He-1 t Endwall Studs_.__...._.__.__ -.....(Fig 10)...... ..._...____.. .__._.._:.._. WSP-Affic Floor Length._._ .._.____L.._ •(Fig 11)_____:___.._.._.___-__._A a.ft zW/3 •Gypsum Ceiling Length(if WSP not used)_._.____.(Fig I1)_—._._.._.__.__.----..... ..,eft>_0.9W - ' . • and 2 x 4 Confinuous Lateral Brats @ 6 ft tic...(Fig 11) _.. 4 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 ' • - • ATTIC Guide to Wood Construction in High Wind Areas: 110 mph end Zone. - Massachusetts Checklist for Compliance (SO CMR S30I.2.I_i)t _ Loadbearing Wall Connections . Lateral(no_of 16d common nails)___________________(Tables 7)____________-____________________L„._ ... ✓ Non-Loadbearing Waft Connections - Lateyal(no.of 1.6d common nails)___:________.:__.(Table B)___________________-________:_____ 2 — 4'• Load Bearing Wall Openings(record largest opening but check all openings for cornpfrance to Table 9) Header Spans . (Table 9)___.• ._________-___ 2 ft 4 in, c 11' ✓ • Sill Plate Spans .------_..___. _._•- ___.._._.(Table 9)_•__________................... ,3 ft G in.-11 ✓, Full Height Studs (no.of'sti5ds)_ .____ _._._.(Table 9)_______.____.._____-_-______—_____--__4_' • '• Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ' Header Spans :s __._._. _...---�_.(Table 9)... .-____-__-_.1 o It o in.-<12' ✓ • • Sill Plate Spare`s:__-+.- _(Table 9)________._________--____. it in.s 2 ..N./6.Full Height ids(no.of studs)...________________(Table 9 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously* ' Minimum Building Dimension,W • Nominal Height of Tallest Opening' -.-44-5 648- ✓ Sheathing Type. (note 4)_--_-_ _______---_..-__ �//t +� Edge Nail Spacing- _ - _ ___:.(Table 10 ornote 4 if less) ._.._. 6 in. ✓ `• ' Field Nail Spacing.__._..__.____ (fable ID). .)2 in. +/ Shear Connection(no. of 15d common nails)(Table i D)-____________,____........___-_____ . Ji' Percent Full-Height Sheathing.___..:_. -_(Table 10). _._---__ ___._._.-39 % ✓ ' 5%Additional Sheathing for Wall with Opening>S'8"(Design Concepts)_______-_______ aNia • Maximum Building Dimension, L . • Nominal Height of Tallest Opening?_-_____ a.1<6'B' ' ✓ Sheathing Type___-______,.....______________(note 4)--___-_-_--_______-______._....---------- V/a ✓ • Edge Nail Spacing._....... ______-____.________(Table 11 or note 4 if lest)________.-_____. 4 in. _;,.___ Field Nail Spacing______....._______,_____`-___:_(Table 11)__________,_______....._________It_ in. - ✓ • ' Shear Connecfion(no.of 16d common nails)(Table 11) .-- -------3// _ • . Percent Full-Height Sheathing_____________(Table 11)____.__-______-_._._._____-_-_--Z7 °%° JZ 5%Additional Sheathing for Wall with'Opening>5'8'(Design Concepts)____-_._-:,_ N-/--e Waif Cladding ' Rated for Wind Speed?____._____r._..__._..._.-.__._.._._._- •....___._...__ -_-__-..__--_________._ ✓ 5.1 GOOFS - Roof framing member spans checked?. .(For Rafters use AWC Span Tool,see BBRS Website) ✓ ." Roof Overhang '(Figure 19) / ft_<smaller of 2''or I/3 ✓ `''''Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors , : . . • .. • ' •- • able 12 U='VS' _je..._ Lateral _-..______••(Table 12)_ -.__----•---------L=a/,1P Shear_ - • _ (Table 12)._______.________... ~- -- r_ S=/8oplf . Ridge Strap Connections,if collar ties not used per page 21'__. (Table 13)___ •-' T= plf 'WA • Gable Rake Oufooker ._._ (Figure 20) G ft s smaller of 2'or UJ2 • •✓ • Truss or Rafter Connections at•Non-Loadbearing Walls • - Proprietary Connectors Uplift._..._._.._. ...:____________(Table 14) - ---- _ - U= lb. Z . Lateral(no. of 1571 common nails)__(fable 14) 1= , lb. Roof Sheathing Type (per78D CMR Chapters 58 and 59)_____._____P•-Y ✓, Roof Sheathing Thickness -__ Roof Sheathing Fastening., _____.______------.(Table 2)__..____..___.:-__- --.._..----____.,Sa( ✓ )has: • • . This checklist shall be met in its entirety, excluding the specific ercPp5on noted in 2,to comply with the nequirements of 7B0 CMR-5301.2.1.i item 1. if the checklist is met in its entirety then the following metal snaps and hold downs are not required per the WFCM 110 mph Guide: - a. Steel Straps per Figure 5, - b. 2b Gage Straps per Fgurel 1 _ . _ c. Upfrft Straps per.Figure 14' ' d_ .,Ail Straps per Figure 17 . e, "Gamer Stud Hold Downs per Figure IBa and Figure lab _ ExcepfiOn:Opening heights of'up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing 'requirements shown in Tables 1D arid 11. ' ' -- The baUom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated ft2-grade. ' � Tti Town of Barnstable • •'�~"• . Regulatory Services BARNSTA E t' - • a�ss 1Thomas F.Geiler,Director s6;g. k - Building Division • Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 ' www.town.barnstable.ma.us • Office: 508-862-4038 Fax: 508-790-6230 • • Property Owner Must • Complete and Sign This Section If Using A Builder • I, PA v/ t? AN$ F l ,as Owner of the subject property hereby authorize f' T"rz 1 C Cb F47,e to act on my bebalf, in all matters relative to work authorized by this building permit S ��ni a .D (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utili7:ed before fence is installed and all final . inspections are performed and accepted. f*Ff77, , Signature of Owner S' of Applicant 0, T 2,L.- c Cca fs:r?,0 Print Name Print Name • • Date QFORMS:OWNERPERMISSIONPOOL•S 6/2012 Town of Barnstable ' (70. Regulatory Services* Thomas F.Geller,Director Nut � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us • Office: 508-862-4038 Fax: 508-790-6230 • HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# _ work phone# CURRENT MAILING ADDRESS: • city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license provided'that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended.to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) - • The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. • The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signattne of Homeowner Approval of Building Official • • Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction ControL HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for.LicensingConstrrnction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. C:\Users\decollk AppDatall ocaAMctnsoft\Windows\Temporary Internet Files\ContentOutlook\QRE6ZUBNIEXPRESS.doc Revised 053012 w ' REScheck Software Version 4.4.4 Compliance Certificate i Project Title: Ansel Trust Addition Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Singe-family Project Type: Addition Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 25 Kent Road David J.Ansel, Esquire Patrick Coffey Barnstable,MA 02630 Couselors at Law and Proctors in Pratt Construction Admiralty PO Box 731 66 Long Wharf 153 Lovells Lane Boston,MA 02110 Marstons Mills,MA 02648 617 367-0200 508 280-4688 david@anselassociates.com coffey7@msn.com Compliance: Passes usin UA trade-off Compliance: 7.4%Better Than Code Maximum UA: 95 Your UA:88 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cont. ,, t� Assembly PerimeterU- Factor RSV R-Value ai Door Ceiling 1:Cathedral Ceiling 560 38.0 0.0 15 Skylight 1:Wood Frame:Double Pane with Low-E 15 0.430 6 Wall 1:Wood Frame,16"o.c. 562 21.0 0.0 27 Window 1:Wood Frame:Double Pane with Low-E 38 0.300 11 Door 1:Glass 49 0.320 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 405 30.0 0.0 13 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. C 9 N'Trtn ergo ?-7 C or!' 7 co 1 �Z G �.�c 13 Name-Title , Signature G Date Project Title: Ansel Trust Addition Report date: 08/26/13 Data filename: Untitled.rck Page 1 of 8 1 ####:‘r., 2009 HECC Energy Efficiency Certificate Insulation Rating M Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor li Window 0.30 Door 0.32 Skylight 0.43 Heating&Cooling Equipment gatitilEV Heating System: Cooling System: Water Heater: Name: Date: Comments: .'Assessor's map and lot number_ APO �' �' r p y�F THE Te� 6 Sewage Permit number e2� / ,�0/� MUST CONNECT I u TURN SE' Q( ,� $o„ d_c r✓ Z EARN sT4DLE, i House number 9�p MAIM 6 q c, 3 �0 OYPytw* TOWN OF BARNSTABLE • • BUILDING INSPECTOR. APPLICATION FOR PERMIT TO 144 J - TYPE OF CONSTRUCTION dU4°7 AW/1A- t= '‘( • -)G( 19616. TO THE INSPECTOR OF BUILDINGS: The undersignedee�� hereby applies for a permit according to the following information: Location O` 6- Kgki. ( ✓ (/� /✓ y vl-G Proposed Use ........ � S�.�.�:r!!�C�� • Zoning District ....r.::::!' '�:r w. Fire District Name of Owner 171.P4trtruT., • Address RC) _ ?. Name of Builder C r1-12 t �= G T Address A/e --✓(mow rUjR.r, . Cv4r't - Name of Architect Address Number of Rooms .... '.x t Foundation EX Si ''"-' Exterior IA) C,�/0 // t �CI Roofing �X t S yE Floors X< <J/ � � t &Uoc)=0' Interior 01:2 w Heating kr-X-t S i"�`.e7 Plumbing ��x Fireplace b� i Sim t l / Q l,. �""'� Approximate. Cost r,. 4 pc32® Definitive Plan Approved by Planning Board 19 Area Diagram of Lot and Building with Dimensions Fee tie) SUBJECT TO APPROVAL OF BOARD OF HEALTH 6 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To n f Bar able regarding the bove construction. Name Construction Supervisor's License C3.L/6.l.... 1 STIRLING, ROBERT • )5,, It N.Q 3371 0 Permit for Build (2) Dormers . Single Family Dwelling . . , . Location 25 Kent Road -. _ Barnstable r, _ -- _ ,-.. . . .... - , .-, ,• Owner Robert Stirling Type of Construction Frame -2 • 1,*2 __ . • _ . _ ..,1 • _ .. Plot Lot .. . , . ...• ; ,.- . ...• 1 . Permit Granted May 1 , 19 90 - „.... ' . Date of Inspection 19 I -4 --, /1/, . ., Date Completed 1 9 . . .... r•-• . ' . , V . . .-- ... ..,- .- ,.. • - . -. • . s •-• , , --• -, . . - . - - ...- s . -: . ... , . ... . , .• . i• • •i 1 ''' . .... ...... ' • , . . - , . . . . . t . r t 0 c THE re TOWN OF BARNSTABLE 1 BARNST-L1LE, i , TO0 1161191: s 1 '410.10- BUILDING INSPECTOR APPLICATION FOR PERMIT TO ?//.447 6), DO L40 TYPE OF CONSTRUCTION , --'k a ?-1-1 '. .i ././ 1 9.‘5.---. TO THE INSPECTOR OF BUILDINGS: 1, The undersigned hereby applies for a permit according to the following information: Location Z.071- 72 11(c-?-1/ 57 7L6te Proposed Use ka 2W e A 4,>ri e . 71/d)"al --- 4)1 1 lor 9 i4 4 r Zoning District Fir/District --8 e 6:-V)4 /OIX. -Phdeezy?4.5--7i/e_ , Name of Owner .11/././.... .c71em... 4... e ,i a-e-7 Address -- --i--/eve42/67-5X / A/4(1..//4155" i A/ Name of Builder .---a-P l') i .1 //3 Da.. .(..4) Address .q.67...R.L1P 17- /e edv e-...Rcl Name of Architect / 0 11-t I I<e /47 Address '-2?0..5.5 R..):.iir \- 1 Number of Rooms 77/.2./ e ( -) Foundation i ark 8. fed t/.-)17( V f: .9. Exterior WX i/-e ee-161-)- s5-h/7/e,45 Roofing -Bik / ivi u . _ Floors e a A , (s-2/- ./p/4.4 .rd-fikkeOnterior .2.......ef.x.-.,./...4.)-z-77 Heating /as AG)/(-4.)a 'Y' 4 erSe..Z0040-W Plumbing cq /41-441/ 4,17.4-4 '/Vel‘eich-, Fireplace . .-/e,<- — e,>7 e .2 Approximate Cost 1-411,-!( J%-.7 Q Difinitive Plan Approved by Planning Board 19 1)6j1-7 7gg- s \> FEE /0 --9.-Diagram of Lot and Building with Dimensions d7. 57 / ft , fietj , )01t3o L.<`4e ie /4.4110-4, ,,k. •ipcorls,er-ric-r, (\\ di Li i 1 ill ,,,,./ t•w z, 'v• cN % q Vt 6 ...10 /0/6 5111- se:1'' ' 5205,1 ci cP-e.' I. r , N y- /Si' (xi o .2 0 I, o 1 .. I i / -3-1 , 9' 9 433 7k a 5% , . . 1 . I'Kereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ..- Name -1-1/Z----- ., , / Corcoran, Wilma • No 9670 Permit for 1 1/2 story, N single family dwelling io.\.,c) Location `` —Kent 1304 # .I- Barnstable Owner Wilma Corcoran Type of Construction frame i Plot Lot15 a N Permit Granted February 17 19 65 Date of Inspection 19 4 cr' rg i,‘ \9 --- 0‘� �( b Date Completed 19 PERMIT REFUSED 19 f i I Approved 19 1 ~ • P 1 i • r .. ' OKE DETE TORS REVIEWED ' . - I" e I /r/rG4i 9/a 3 . I _ BARNSTABLE BUILDI G DEPT. DATE EXIST. HOUSE L55Ox4 Ls50x4 I■U'— _1■■OI^ FIRE DEPARTMENT . DATE '1■�' = ■■■■9= BOTH SIGNATURES ARE REQUIRED FOR PEA TING EXIST. HOUSE s 12' —19 :- ■■■ _.0 - ' ill III iLl l ! r � .—. —_ u AND. �EXIST. GARAGE ' ' �` �� s.: 1 IXT2'smGrms. IJ .y;+�) t0 00 - —. -- n _ 190x4 f " ISOxa EXIST. HOUSE ` r,„) f -�.... 1 1 I EXIST.FIN.GRADE CO ;M...y ' ezz rIT rr•a 2z.r ADDmON 2¢a -'.."� 4 SEE PLLOTOGRAPH5 FOR DECK DETAILS rra PROPOSED REAR ELEVATION IJ ;,.:,• SCALE I/4" = 1'-O" ! I • / . Is e II HI woocvu Y a ` .\ —i--------------- ... . tsvmsermq+r _ / /// / Wyssr.r...mom—ram�r•�minorim rarsraa --- -----�— t airmiu4n. tinann. , ""mr • 1.67.. ..ii-z-E...w.x 3'47 tl. 6-'1 771 / / / / 1 " / fy/ y / .- .- 1-1&-i 'It entimirp . '- ,......,...... ,-..L.,,, r_r_.._ ..........4.- , • , / / / . , , / ,/,„ „, ......„ , MUM'S P. • I , 1 Ir Tr Ir I I III L f - % ! ) /� / / j 1 % f 1 . . , . r r re . . r 3 ' 'r r ` s / ///` , f/l /, // / / j ; / / �/ / j r! r r t z • :l"I 7Lt • •JJ]cxisi ■■- g ' l�' / I /. HODS[lilt= r r / . / / EXIST. HOUSE/ r /` / AND. [ • f; 5-0wxso1N III _ f ' / ` //1, !f/ r .I'I .1 �aw.xson, I — S. ' /• / I / ' j� !I r f f j 3 ara D.H. awg' ,/ r /`// / / ,// / /� / // %./ ' r /% r • T .a. _WwDDWs :cti'N. i-r ° ;�r4 �:1 , t4 /` // / / / .ri /1/ ./ // // /,/; / ///` ` ' _ k I COST.FIN.GRADE H •-I I - - - I ' ..I - C 1 • I I I ss EXIST.FIN.GRADE i k RELOCATED EXIST.DECK rca / ADDITION /�°'- �r��� ADDmON 4,' ,,..a. REI.00A7FD ExIST.DECK SEE PHOTOGRAPHS FOR DECK DETAILS SEE PHDTOGRAPLIS FOR DECK DETAILS S PROPOSED SIDE ELEVATION•• - . PROPOSED SIDE ELEVATION. /S' SCALE 1/4" = I.1-Or' F. SCALE 1/4"= I I-O° MAP 280 PARCEL 030 • - OLSON DESIGN ASSOCIATES Oe p SSELMAVENDE tlyenn1' NOTE • TYPICAL FINISH TRIM NOTE -7&4'.0D emelt.olsindestanewelizan.net ANSEL RESIGDBNCB FINISHED GRADE UNCHANGED / ALL NEW TRIM , INCLUDING RAKE BOARDS, ALL DISTURBED EXISTING • B2 STABLE, LAWN REPLACED AS REQUIRED CORNER BOARDS, FASCIA 4 SOFFIT BOARDS, MATERIALS REPLACED AS , WINDOW 4 DOOR TRIM, ARCH. ASPHALT ROOF REQUIRED TO CH EXIST. • Mi.D IDANSE SHINGLES AND WHITE CEDAR SIDING SHINGLES TO MATCH EXISTING @ EXISTING HOUSE PRaPosr�EL>�vazzoNs cl/ �/S S I r- o.o. 1 - • T,.► ' ,n.,^'[... / LG N G OCT.21.2005 _" 8`°x1/4'm 1-0' 1, . . • , 76.6 1d x 22�212• , bra• / aO.T 14'-P , 1 :=\,-.....i'c' s NEW `-__ 11) DINING ROOM :--__—_ (EXIST. UV. RM. ) r 1 . , -.a d=P. ^ Y- ------- -_ WALL LEDGEN D I — -. ... DOTING EX(EI80R wALLs ' m DUST. OUST( KIT.W! �7TARTALL WMS. ! . . H BREEZEWAY - c NEW CASS.a BATH WA --� Nrw �n I OUSTING INrewoR WALLS ego APPLIANCES WA5HER! 11� I. I FINAL DESIGN 2aa - DRY EXIST. __ W } ® I § BY ., J 1 GARAGE L I caa.wG�T X v /\ N ORWALLS OW---- Y -'1a a * ! i 44fOsacm�' rdsticI .9e6a or- f�"'-'l""___— .aatWsn-COL ONronmeggeex. Y samrm AWOL C r imvWAuIW5f1 �oxmnme®mn. NON 2X6fXfETtIORWAU. /1Protls�L ON. 1 IF. WI 013f WAIL /LIproCIS en.WI. 2!)228 MIL H .. -,sa i_L-_Al1Lf� eem_tw. •. OWN `Mt (13'nl(Gtc)'•A _i NEW \ a \ 'GREAT ROO A — $ jr,�'/ I -------- W ROUND WOW_ 1 _ (2)Me tlmt _ ABOVE DOORS 02012M ovc-trr. I MOW-tor. '.. a ne 2-9 fir- s a MIT LVL HEADER LIGHT I , sw a M1 --__ ABOVE DOORS ii 749 IN• rs Mr it `�-- .2 3-2G6"MLMT. '� T• I s-226 MUST. 6s4 ., 410 214101R• J. 6'$ , i 1 I,.5. MIN/ME , 501)0? J. L-7• y 641@• f 22'4 1ILHR'el WE I f $ . ExLSTMG RELOCATED DECK • a rASTENEDTO MEET II . I - MP.UAWC WIND CODE r—• , OISON DESIGN ASSOc4 15$ L, ),j nya. secnl�e028O1 I \ 608-7764300 etme8-alsondeel®teveINon.net ANSEL RESIDENCE 25 SENT ROAD BARNSTABL.E,MA. I 1 • DRAWNFOR: MR.DAVID ANSEL - I FLOOR PLAN FIRST FLOOR PLAN Cho ee D.0. SCALE l/4" = ILO" CT.21,zoos s'`II4`=ILO' a . .... _._.. _ ..___......._......--,.,--.-- _________ ---.—._.... ____,___.,..,,,____...._.._..._....__......__ ...__......_ — ---•--._.. __... .. ___ ___ _____.. '--1, -'----- • 11 I CUT OPENING IN EXIST. CONC.BLOCK EXISTING CONC. DRILL 4 GROUT BLOCK FDN. /-2--05(§)24'C.C. 7 / j: 2Z-2. J. ___ ____ ! TOP OF NEW FOUNDATION TO DE __________________________________________________ _____________ VERT- / t ii 1 I VERIFIED g 51TE BY GENERAL /////,(7././/7///,(,(//y/ ' ++ ' " • //////////////// CONTRACTOR TO ALIGN NEW FINISHED / / IN_ - t--- t, , MST. FON. 1 _ 1,E,_÷__ _ ____ - -_- .:-.-i __ .. • FLOOR WITH EXISTING FINISHED / DRILL 4 GROUT ;,. : ... ' 4 1 . . - / .. 2-05©24°C.C. : ---F\ 34::X 12. , '-..1 ..:. . i ! C FLOOR. / . VERT. . t;. , il---: E-. —-j:—-— 1 : '6 ta_ t _. / i' . = —,. ;r •.----:--IFT--, - g i -, : • • / b :. . g, , R (§) : • t , NOTE; ENGINEER TO / t; „, i___RI__-; .. : s ' F('--iv,--- 8 I t 3-2X I 2 WD.GIRT t FDN. .1 • ‘2. . .. 1--: _ . " ; • VERIFY FDN. $ FTG. / / ;?:. , ; CRANIA SPACE 2- "? . 3 , ,b 7". 1 g/. •..." ',..- : .2t.e' 10-9 '' : •, •P.. /4/''"rrig. / • ! ELEVATIONS PRIOR I'//// 4 z.a.- -,, _Er : -e c., '••!. STEEL BASE .4 TO CONSTRUCTION .„_. N-----t----4f4lr----/. — 1 i M.C.O NC.FON. , 5/8°T XE-8°X 14° . 11 ' ; W :'• ( 3 I/2 CONC.SLAB 2. a, NOTE; VERIFY ALL FDN. § : . . 5, . K H I .Xr5. 1 r _:--,'"--HEIGHTS AND '. --- • tt Z1 i: . 1 : BLOCKING©4'-EP C.C. FIRST TWO RAFTER BAYS •• DROPS AT SITE- MIN. 8" 1 N • .: TOP OF FDN.TO GRADE • 1 - • • ' , "T'=, —,,- , 11) ; , 19- ,: . :_e_: _Hci„....•,__ 11 TYPICAL -....., ,....,...... ------ , ---_- ._ . ..„- •-..._1 .../ 1 . I 22110. I/ : 22-0 • / ,I 22110• I' !I ! 1 i 56-T • : '2 I G i i i 11 " A A• .• TYP.-ALL FDN. WALLS-8"THK. i • W/2-#5 REBAR .. • . • „ , „ . ,- . •• „ ' .„ CONT-TOP* BOTTOM -ON I G"W. .. . ; •, . ... EXISTING RELOCATED DECK. . ..' „T .• •. . .., •X 8" D.X CONT.KEYED CONC. FTG'S r- RELOCATED EXIST.DECK -1- ON NEW FOUNDATION-I 0'•151-- . ABOVE-FASTENED TO MEET . SONO RJBES W/ BASE• , RELOCATED EXIST.ci, ' PROVIDE DAMPROOFING TO GRADE b 1 I 10 M.P.H.AWC CODE I 4..0 MIN.BELOW FIN.GRADE I "? I -FASTENED Z TO MEET, • -TYFICALAWC CODE ALL CONC. SHALL BE: I 1 i 1 i 1 _._ .. .,„ , 1 s Fy = 3,000 P.S.I _,4). ____ . MIN. .;e1 ..._ _ _ 2 6 ...________14.2.__,2 ; ... ... g 25 DAYS • ' 1+. i''', i' i' 't ALL FOOTING'S SHALL BEAR 22-10' .e ON MATERIAL CAPABLE OF 1 FLOOR FRAMING PLAN .. FOUNDATION :;.1_AN • SUPPORTING 1 1/2 TONS/S.F. •MIN. SCALE 1/4" = I'-0" MST.RIDGE SCALE 1/4° = l'-0" • .• .•• . . •i USE 5/8" DIAM. ANCHOR BOLTS W/3X3X 1/4"PLATE s % , c LAY ON ROOF .11 ' t WASHERS @ 4'-0"C.C. MAX. i % s RIDGE BD. 1 1 / t ! : I • ALL STEEL RE-BAR: , % SECOND FLOOR 1 Fy = G0,000 P.S.I. MIN. - i 1 DORMER ' 1 : & ' 1 '! ' 9 BEAM BELOW 22,6°+-SPAN : 1 r///////1 I EXIST. 8"CONC. BLOCK ' FDN. / FLUSH 41)SECOND ING-COPE ENDS • . .WALL ON I G'W X 8"D. ' ' :! X CONT. CONC.F-FG. i .4‹ __ - -1 — I . • i (ASSUMED) I. i 1 t' i o)-3/1 t X 3 I/2"SCREWS • . J (a. I (2)al,.TO LVL • I 1 1 • . i I--.••..--'. •' I NEW 8°CONC. FDN. 11 IIMINIIIIIIIII III: U2 I 0 TYPI, • HANGER , • • WALL ON 1 G"W X 8"D. 11-21 _111111111 pr @ ALL 5K LIGHT FRAMING • •. I X CONT. CONC.FT'G. Ai r- 6__--I .- 3/4`X I i IM• I 0-10a1 0 2X6 CIEL.JOISTS TO RAFTERS 11/L'AY DOUBLE F----- ----- ----•----•- - . ii, 11 7,3 11.1. .t..._.... T-1/2. k 7,3 I • }„,••••,..' g ' 2.1t I Os(4 LOGS.) 14'LVL 1211,GE BM OLSON DESIGN ASSO 5EE DRAWING # 5-2 FOR 1 OD 65 EL CIATES M AVENUE 411I i , I Hyannis,PAassacitusetts 02601 • NOTE: ALL WORK SHALL CONFORM TO THE LATEST I i ' .... 508•775•4300 email-cisondasign@verizon.net 1 MASS STATE BUILDING CODE(SEVENTH EDITION ) :• III 5ECTION @ K —ITCHEN BEAM -\ - 1 ANSEL RESIDENCE i *ALL OF THE LATEST LOCAL BUILDING CODE* 11 111 2Y12se3 2"O•C iitl ...9.- ---- ---- . I - -- • 25 KENT ROAD :, ZONING REQUIREMENTS. THE GENERAL CONTRACTOR ii, ' ..1I. BARNSTABLE,MA. 'k 1 () LVL .2? 1 EMIIIMIIMIONIBIli ---A fr BLOCKJNG(4)4'-0'C.C. *OWNER SHALL BE RESPONSIBLE FOR MEETING ALL FIRST TWO RAFTER BAYS I ! MDR.BELOW 01111,1111111. 1 • Iddlill DRAWN FOR: II CODE REQUIREMENTS.THE CONTRACTOR.SHALL BE I MR.DAVID ANSEL RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS 1 5.4„.; , ""..--- -'-'-'w Ili i. *ALL INFORMATION ON ALL DRAWINGS AND SHALL 22, .k 5 l• /2 3-2X6 FULL ,e IIT. W/JACK.STUD FOUNDATION PLAN/FLOOR FRAMING :---10.-. PLAN/ROOF FRAMING PLAN&DETAILS! NOTIFY DESIGNER OR ENGINEER OF ANY DESCREPANCI , (2)1.550 TOP y •. q........ D.0. :• PRIOR TO START OF ANY WORK ON THIS PROJECT ROOF FRAMING PLAN (2)LSO BOTTOM lex ..dmasF . S 1 4. SCALE I/8" = I`-0" II (I i MT.2 I,2009 1 I/4'= I-0' ---,--- •- • 1r 'Z\ . ' .. . LSTA9 i . LS5U2 10 I. (2)1_90 @ I 2"LVU5 :1 . 1 i . i • 1 • ' ( 7( . I . . 1 . f . RIDGE VENT W/BUG FILTER t : . • . . 2.-7. / 2 i'. 14'LVL RIDGE BOARD, . / • I,-5 ire )( I is I ir ." - 1-1-....... - LSSU216 10- 10d@2X12. • -II • __.-- (10)-WIG'X 3 1/2'(f)LVLS '01,01 SIDE -- ... ..1.1L '-' :- -- \ • , ---• I . FOL/217._21.0x C.A1(3:1(00NNSEa-(I)EA-1 53/140'EX)!21 xiii42•on..cRRAFT .5 . •-. --- . • wI -... __..... ...... , 0 I 2'O.C.BETWEEN LVL LOCATIONS-2X6 CIEL _• - - 1 . .....,• • 'AO' iitili R-38 ti! i 116..e4b. JOISTS BETWEEN 2X10 TIES-R38 INSUL ALL• ...._. \ \ ..... .......... ... ...-4.".. ....•••• 1 NN,N, ...re,/ CIEL AREAS • • • - 1.-411... ",4,1 N.p. \/ 7,5 I ir i. \ =(,... / 7.6 3. / MIN.7/1G°PLYWOOD SHEATHING-ad @ G'/I 2, • • ...-, • • k / 4'C.C.@ PERJMETER,4'+4'EA.SIDE RIDGE : ---.----7------ '• • WZi I ink 1/2'7.BD.CIEL ON ...1 • • II :=--,--_,-- • =M '8- 1 X3 RAPG.@ 24'0.C. / ...... \ - • .-=-. , .....„, , N ....... H2.5A • • _____ •••••••• .1111111 ....... \ 4 ... . 4 ' ...I .. -... - ---S - .• \ \,11 1.-ollo Allir. R313 INSUL.IA7 ', ..,-- :4 ..-,... ...-=-.---.. -,..-.., 0 COPY EXIT.HOUSE FASCIA • ----:---/--r. :,-.... AIM. MST.5:COND FLO R. -4 PROPOER VENTS •;/SOFFIT DETAILS-MATCH °a. . - - EXTER CORMER.REAR'WALL 1 I EXIST. HEIGHTS , • • 9 7724• \ \ ,.._...... ../.. ........ •1.-41•1. i il . . " -----• ..... •••••••• ‘ '''.- I • \ ==i Ni.....-' .. NEW SECOND FLOCK t 71.1 e 2X4 WA.,).UP TO RID SE IR G • 2X,ReSIDE WALLS-2X6 END WALL , .-..... G • • = ,-,..... * K INSULATED-RI 9 HIGH(DENSITY- 71 I i • ..... • . .-.,.-•`'' TYPICAL 2X4 WALL CONSTRUCTION..,, ........•-• MIN.7/16'STRUCTURAL PLYWOOD • • 44-.1 ...Br __._._ , \ ••••-1'...... ... NEW ROOF @ ADDITION r- -8d NAILS 4'C.C.@ EDGES- I OC.C.FIELD • EXIST.REAR SECOND s • =-.. _ .. O.22L 3/4"PLYWD.SUBFLOOR OVER ' FLOOR STUD WALL °.,.‘ • I -' 2X1 05 @ I 6"'0.C.w/KJ-, j,/ s •\ .1..... .. MIN.INSUL .--..- • . 1 MU R-„,1.8r 2d3 III ItigitiitiitiTlitti I Mia, ..•.....".7-.4 10622 O.X 3. 92 C.C. MIT: mem 42(2)0.145 EAPTO 01.15.; \ 0(2)2 IDOM-511.117 RN.QOM /tE -1-\ ros.5441:4 ......„ CONNECTOR 12 WOOD GIRT PT.2X6 SILL W/SILL SEAL . • m4, - '-- 3-2X...7,4... 41 CC005-51)52.5 .‹ 3 1/2'LALLY COL'S. 5/8'D.ANCHOR BOLTS W/PLATE 3'X 3'X 1/4' • , .-.....18,---,---, / 21.2. W.- 1171AG l'if ,. ..---7,10 - - -54575-wsa.o.4,- -,-- - - - - - - i 0-7 Or----4-- 1 @ 48'D.C. 10-7 lEr ,,, , .!- 8'CONC.FON. EXIST.FLOORICIEL. *ASSEMBLY "r it - 1,1111111. C154 33-9 51711.13M).1 4 RATE TO GRADE WALL W/DAMPROOFING EXIST.CIFUNG - _5,- Liz ' . I / •, " - __ I 27-7T 3 I/2°CONC.CAP @ CRAWL SPACE , 1/4.1fiS VOLTS :.I 1 t I I EWE 1/.2 6.COOLTUOLO X 22 MOO r Ol 0.CC-70E13E4.50E) 3C1- 'X 3-0"X I 21). 16'W.X 10D.X CONT.KEYED CONC. •, CONC.FOOTINGS 1 I I FOOTING 1 - .7 2 4.2 I.TUBE STEEL • I I - OW CAP PLATE) COL CO.MOW so. il I I I CrIVEZEL TO DAM PLATE I I - TYPICAL FRAMING SECTION- , 3 . , DETAIL @ KITCHEN BEAM SCALE 3/5" = 1'-0" . . NO SCALE MATCH ROOF , I PC 4X4X I 8° , : PITCH 4' C I 5 • •, • PLATE .• .44,,=.4.44, .. ., ...........,-,„„..„..N.,N. 318'X 3'X VERIFY Z-4-2 @ 8° OLSON DESIGN ASSOCIATES • WELDED TO C15.• NE 55.ELM AVENUE 02601 . . . ' IIIMII '4'MIN. I • . 4 X 4 TUBE ANSEL RESIDENCE Ot I/43,?' STEEL COL 25 KENT ROAD • I PC 4X4 BARNSTABLE,MA 1X4Xife TOW e STEEL COL M -4,------ DRAWN FOR: . DOOICIS i• . 11/11' . . MR.DAVID ANSEL , (4)5/8'D.BOLTS ' .• /417501.4,_ Y ,,,,Ints4.10.,. q ' BASE . PLATE 5/8'X 8'X I 4' _:. Ow :18,:r,..74,t. :• TYPICAL SECTION .!..I - COPING @ EA. END Of STEEL CHANNEL 1 t - . .29488 D.O. , . NO SCALE . .....--- , v illIiiMis_2 I, _ TYPICAL COL. TO C I 5 TO FDN. DETAIL SCALE 1/2" = I'-0" 11 t *061%2 I.2009 il• 11 s'AS NOTED 1 ------- --- __._ ______..____________ •• __.________________ • I . - , . - VIIMINIMIWIMIMMIONSMEr' I I . . 411110.10WOMMIIIIIIMIIIEPOP . . . . ..... 1 . . . . • . I i 1----1. I 1 1 .... . / 1 . .. . . . . I • "I-4- .• • , , . . . ,,, ----1 . . - \,........., ____.....-77...1 __, . , ..,. .. 1 1 , 1 I I, , , , 1, ,, , , 4-1 :-__ _ i' .-\.- 1 i 1 FL] . 11 NJ ,,,H_,__,2,- , , , , ..,. t._. L 1 ! 1 . -----6 — Ger Alk,)(.10) . 1 1 I - • I. 1 1 I ' 7 i ... i 1 Hi I 1 n . 1 I I I 1 ---L_____j J____ 1 I I ----- 1 1 ______ti L I L ...11 I-j' lc. • 0 2 - 1"-j'I ___. c> \-17,--) /0 L' --r--.4.- ---1) • \ 2 2. -,— 1 1 I` J1 ---, . ' • 1 4/I 2./10 irk.)2C•1‘13 ) 1 11 i 1 11 ! : , 14—IL _ .;.., 1 .../ 1 , ._____ __L 1 11. • ; ; I I , ii• i ,!: . ; I: _._ i 1 jo , if_I ' i : I 11 i ____ _ I 1 I I i 1, , , I . I i' 11 1 ,—,11 .---- —: 1 i i , I , . _ !:.....-_- 1; -II 1 1 ii _ _ i , _ 1 1 , !, , ; 1 i ill Iii : i 1 i i . iLi . —,1 :___; ._, .____________ I: 1 , :, , , 1 APPROVED : -r, ; - 1 ' i . FH 71 I i i i ii ! 1 1, : 1 _ I . 1 , „ , t ,____. -- -1 - 1 ____i___ 1 L._ I OKHRHDC 1.-----1 , \ ( . \ ...... LI -71 ) 'N. I ... _.... _____ ...„ .... _ ... ..,........_..____. .... . . _ --- . .....,._..... . ___ _ aPIZZI HOME IMPROVEMENT IV ' V- _ 1640T5uINT,EmWTOWN,A 0263R500_,, ,,, \ . ,, „../\ , ..:, , .-- ---....k.--...." ...''-."....."...* '..-- ..v.. 4"-- ''',-rv" 1 IK, ,,RLDEAKPiCIRNGE'S12:119E91'°11DII,Es: ,,.. _ i t...,,. 7 Tz''. --,,e_...')c1/4-.' ' -- - —• ......-- - .----?_. ,. .- .,.,t A r...i. ,...,) t•-di ,.) p : — ..E..<.PA-V.: ‘ _ _ . _i TEL. 428-9,r.z.31t.I't_e rt „p2.5fte-,--; ;1 A. acsnseaconm........066.11. VI....40.3,....1.1.121kairalaatIblaintraiMIMANCLIONIMMIEVR.W.INSWOONNON•Ms _..___;;1.4 ............................... a..............=...... 47 7 --Ilik-1...p....0„------- -I- 0 .-.(--/ . , . .. _-- . a 1 1 I II II _ . I. f // , e_ X 1 X r - frf r' - v. &.,74- 11,--NeT,67-7 - -'- ..\ - \ , ' / - --:&-- Pab.:6ii-i• C-5-"T' "'?) ( - --cam-fro .-off t1 _ P-r-1 r2 \ I L APPROVED OKHRH-sDG t RECEIVED .• APR 2 1990 OLD KING'S HIGHWAY ,= . I , , - 1 , l. - - 1 tom-- ' --.= VW-1 b .1 �/�'= l Lot/ J A PIT --O 1D ► ,'E VA\ (D *IL= 1\-o t 1 i - 5 CAPIZZI HOME iMPROVEMENT B V 6 if r4:1-- 9 1g L11 ATE: ; 1645 NEWT ` 1Z 5 _- 4--- MA?, WA 36 (Z� FS -Lc�.:��a- -- - -- �' TES.. 426-9516 / 1-80�2 -5 ' - _. i-- 04" : .. .v .. • - r i 1Et i f 1 's 3 X `JTGr 2 t'4 I i Ni I — 1I_ -- _ — exist. WAI.I- 1 /� 1 J _ — — — —.— , i ic _— t� N Pin/' 1202.H 9-) 1 � d i lePI' APPROVED ' ' y / - " T- ,r'' '7-- 1 V ri D ? t a '24 , 1 2¢'s(0 . 24b► d 211• (0 1,43to F (t i �� _____t3XIOT:111-/2e/(.,C2t-C-_._77n-de.90 , ,- 1 11.:0Kiti,,ING'S HIGMAY c — l .TE 164P5 CAIZZI NEHW'T'0'VVN OME PRpApMENT A — sMc�:------ COTUIT, MA 02635 -- ���__�'� `scP.t..F' . __—_ TEL. 428-9518 / 1-800-262.50 S j ou 4 tD. q!&/' A°- 1'/4h - IZ ()Is— . ' �.G I /L f � - ; �X S s / Ubq �hl5r c.-,c��5� 2- 2)<1 p j' �1 GEC x k sr 4- , _j - APPROVED . _ - 1 -1 1 Ar}r? A" WVU R 6 IrliGiiWAY y 1 ,,, tJ -., ` . i ,; ` - . ,- ,f, 6 ii riwi u -- a I i .,ce - DATE:, , IS-F•h t CAPIZZI HOME IMPROVEMENT INC + SME� . { . H . --- _ COTUIT, WA 02635 �cP1Es. — Z.- /' TEL 428-9518 / 1-800-262-50 oFzi /G� a • • • ` 7 • • 41[3'[DR•tVED { NOT' "� • G s 70 OF BARNSTABLE Bonding Inspection Department