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0063 SEAN'S CIRCLE
Cv 3 �S e�h `s C l`�; �,�` �, � . o . �,. .� e a r , - a a a c o u -. r ,4•s 1 Town of Barnstable, Regulatory Services CFI E t Thomas F. Geiler,Director Building Division f Y BARNSTABLE, Tom Perry,Building Commissioner v ,MASS. 206 Main Street,Hyannis,MA 02601. - Office: 508-862-4038 Fax:.508-790-6230 August 6, 2010 Margaret & Armando Feliciano 63 Seans Circle Centerville, MA 02632 RE: 63 Seans Circle, Centerville,Map: 170 Parcel: 057 020 Dear Property Owners/Occupants: t This letter is to follow up on a final inspection done on,or about December fit, 2008 for permit application number 200804373. As you may recall, the final inspection failed because of exposed insulation facing. Also, a.wood stove application was submitted and to date no inspection has been requested or performed: You must contact this office and° arrange for inspection by August 20, 2010 to avoid further action taken by this office. Thank you for your prompt attention in this matter. I may be reached at(508) 862-4034 to - arrange a final re-inspection or answer any questions. By Order, hrL Lauzon y Local Inspector (508) 862-4034 t. Qzoning5 Y- Town of Barnstable Permit: '• _ Regulatory Services Date; i l rsi °F '14E r°� Thomas F. Geiler, Director ti Fee: Building Division 13ARNSTABLE, Tom Perry,- Building Commissioner- - - - 7 ,MASS. Qo i63 200 Main Street, Hyannis, MA 02601 AIFp �a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE, SOLID FUEL STOVE ]HERMIT Owner: �r w�� fl:i_ Phone: 506- `Z8-g6 8'0 Install at:. C�m(e Village: (fe..-L�,,, I [e 170 oS'7 Map/Parcel: Date: �S�o Stove ew/ UCRfaad:iant B. Type: / irculating C. Manufac Lab:No. D. Model No.: Chimney A. New/ xisting f existing,please note date of last cleaning) B. Flue Size C. Are other appliances attached to Flue?. D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: z. Installer c3 > Name: ��`,N.aV, �� ���\c�cA�.�. �_ 6rr Address: 3 S " Phone: 50�s-lq uif- qr l�"O. -- Location of Installation:. o H.I.0 Registration# r'' Construction Supervisor# OR check Homeowner Installing, no license qu• d APPLICANTS SIGNATURE APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection, photographed, and approved by the Building Inspector Q:forms:stove Rev 103107 The Commonwealth of Massachusetts" Department of Industrial Accidents Office of Investigations a 600 Washington Street " Boston,MA.02111 ,•� ww'Mmass.gov/diu ' Workers'- Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lefibly Name (Business/Organization/Individual): Ayy- e 4 0 • •Address:�� � Lti� . Cti r �� , City/State/Zip: Ce, �r�< Q .,WI c�6 3� Phone.#: So% -Lt?S_q G bs0 Areyou an employer? Check the appropriate bog: .'Type of project(required):, 1.❑ I am a employer with 4• ❑ I am a general contractor and I • * • have hired the sub-contractors 6. ❑New construction . employees(full and/or part-time), Remodeling 2.❑ I am a'sole proprietor or partner- These on the attached sheet 7. ❑ g ship and have no employees These sub-contractors have g, ❑Demolition 'workin for mein an capacity. employees and have workers' g Y P t3'• 9. ❑Building addition o workers' com insurance comp,insurance,$' p• 10.❑Electrical repairs or additions . required.] 5. ❑ We are a corporation and its 3.® I required.] a homeowner doing all work . officers have exercised their I L ]Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12,0 Roof repairs insurance,required.]t c, 152, §1(4), and we have no 13.❑ Other employees, [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out-the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.. tContractors that check this boxmust attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site information,. Insurance Company Name: Policy#.or Self-ins.Lic.#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure to secure coverage as.required under Section 25A 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify nder the ' ains• d nalties of perjury that the information provided abov is true and correct. Si afore: Date; _ Phone# 500 r- LI ZIF-tl c -- - - - Official use only. Do not write in this area, to be completed by.city or sown of City or Town: Permit/L,icense# Issuing Authority(circle one): 1,Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.plumbing Inspector 6. Other Contact Person: Phone#: 1 .117.tormatl® d.na 1X9..�tt �;��uYia . Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as "an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or an renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for y applicant who has not pro.duced,acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter..152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of cornplauce with the insurar'ce- requirements of this chapter have been presented•to the contracting authority." - Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-contractors)name(s),address(es)and phone numbers)'along with their certificate(s)of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships(LLP)with no employees other than the members'or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be,submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the nuinber listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. ,City or Town Officials Please be sure that the affidavit is complete*and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and unifier Job Site Address the applicant should write all-locations in (ci tyor » o town may be provi ded to the . town). A copy of the affidavit that has been officially stamped or marked by the city r y p applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Wherea home owner or citizen is obtaining a license or permit not related fo any business or commercial venture g (i.e.a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please'do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Couzxn.onWtralth of Massachusetts Delaartm,-nt of l.dusWa1 Arwideaits . Offlee of f �estlgatZoz s 600 Washingt€li Street Bostona.MA 02111 TO. # 617-727-400 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 11-22-06 Www.InaSS. t1vC i •'ram - . } 3 u $, � rcl e, kw ete�n , . ille / 0/ 1 ' N y � t� 1 ,u H" sue+=*+_ ,.. ,,.+-�c-k:�r....-�:�'•.' t.oY �. .� „y�p�'' � """` .... _ --�*�""`. y�, , i , e t �'x r r r , r m fi T' p � � r w - z: -."`y :.r g ,. �. s •,"!A .. �"' r��� � ' 1[#•-, a�y�`'r_a 't, a,_LY �°�` .,,€`�v. ,r( �r { -lW x .r• rti�� ,,,, c��, �`,, 1. .A�.,v -t' l l#,tIG' `.A" _ ,� r :;:t'""'":' w ' r "•�- • F '�:' M � ,r- •1� �"":Pe�S '. .r '1�„,,F��',..-,. #.- `,".T+F""� �+'•i�' -,,,. F�•- - „ .. �"� 1 ° -. �. _ .. '�'•'"a..a �. � �j , , ,mayJjOil kowe 06 r. 6� 1.� j�vnat .. • 7 ^ r e w ' ^� w •, - � wrM 6S""S;e'a' � emewil! ens �Circle C 8/,2' 0/1 0 j ._ .. . ........ ....... ..... Jl- . -.. V ^ KAM Y �M " -'�+ua"""• '� .awe �.ar•. � }�-^", �'•y�d7 I' h Mr �X a Y l A +'�ifru A' ^..rT•+v,'a,r"�r!�y."•..".44tii°°C 4 �C�'' ;i':' ....y - .. �.�«.�+mT.- rt .. x [v •.mom ;'ry !,3« 3� � - _ .. � ..� �t j � .-... -. .. 2°'�'"� ��5' T A �r r e ^' a r#j ! • 1 k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r i Map F _� 0 Parcel 6 S 7 U 2 r Application # 6 4371 Health Division �f. Date Issued i' Conservation Division Application Fee Planning Dept Permit Fee �- �� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address (off S g�7A► js Village C-s Owner, 4 tio� ,sRav Address (03 Telephone Permit Re uest �. !� a ?� !1 r w,3 f! is �� � ✓z- i/ �� Square feet: 1 st floor: existing D proposed Ll 16 2nd floor: existing 5 9 proposed 30 Total new 110 Zoning District Flood Plain C'Groundwater Overlay Project Valuation ��000 Construction Type WO-A a f^ML Lot Size L) ® Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .Ism Two Family ❑ Multi-Family(# units) Age of Existing St?FLlI re �O\. Historic House: ❑Yes ❑'No On Old King's Highway: ❑Yes I No Basement Type: ❑ Crawl ❑Walkout ❑ Oth r Ype Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: L' existing /new C� Total Room Count (not including baths): existing _ 7 new t First Floor Room Count Heat Type and Fuel: ❑ Gaffs w r t5iI ❑ Electric ❑Other Central Air: ❑Yes lr'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes UNo Detached garage: ❑ existing 0 new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# C31 Current Use Proposed Use rwa _ a % 5 APPLICANT INFORMATION , (BUILDER OR HOMEOWNER) 1 Name A ,-o I-Telepfione Number'sn�- tag-aL. v Addre�' License# ss�,� s�n.,s <_.���— cue-i-rae it 't- A, O 2(.a Z Home Improvement Contractor# -S Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO kf' SIGNATURE -- DATE is cn o t FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION 5 FRAME A b)n I I l ov ; a INSULATION l 11 s d v 19 JW } K FIREPLACE _ ELECTRICAL: ROUGH .FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL f •FINAL BUILDING i li it llz u o R DATE CLOSED OUT ASSOCIATION PLAN NO. f ` �OFTME 7, ' Town of Barnstable ti yWP °t Regulatory Services BARNSTABLE Thomas F. Geiler, Director T MASS. 39, Building Division , Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-403 8 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: -170 U5r7 020 Project Address.68 5 ,,,s L' 'rJC. Builder: The following items were noted on reviewing: �a„A. ci o re'r�2�� i'�G rteT3 �tv6�,. Cine cl� �S ./ ® /7lKrlb o- / c SeKe �e` c y�ee�� 1ti Aew �4ie�nev�� C Z �a�a►(� SYh.k� �2-�L�'3r Y\E�-�� 4.� 100►,�. CiZ" 5�3.�r1 �0.3t�t�►t' t lS�-' T� Reviewed by: _ Spokc wlow�+ Date:_ Q:Forms:Plnrvw r AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)................................................I...... 2 Non-Loadbearing Wall Connections / Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................(Table 9).................................. 2 ft 8 in.51 T SillPlate Spans ........................................................(Table 9).....:............................2 ft r in.511' Full Height Studs (no.of studs)....................................(Table 9).........................................:............ 2 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 5 ft_in.<_12' _/ Sill Plate Spans...........................................................(Table 9). ............................... 4 ft 8 in.512" Full Height Studs(no.of studs)....................................(Table 9)...................................................... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W , Nominal Height of Tallest Opening• ............:...................:.............:.............:..................5 5 6'8" .....(note 4 ........................... 1/2..Sheathing Type........................................ )....:...........:........ . Edge Nail Spacing.........................................(fable 10 or note 4 if less)........................ 6 in. Field Nail Spacing..........................................(Table 10)....................... _]12 in. .......................... Shear Connection(no.of 16d common nails)(Table 10)..................................... . 3 Percent Full-Height Sheathing.......................(Table 10)...............................:, Y,...........,�2%% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Opening•..........................................:............... .........._... 5' <_98" SheathingType..............................................(note 4)........................I............................. 1/2" Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 6 in. Field Nail Spacing...........................................(Table 11)...................:..............................12—in. Shear Connection(no.of 16d common nails)(fable 11)........................................ ...:......... 3 Percent Full-Height Sheathing..:::..................(Table 11)...............:.................ZQ ..........z7 5%Additional Sheathing for Wall with Opening>68°(Design Concepts).................... N A Wall Cladding Ratedfor Wind Speed?..........................;...�:.................................,.....:........................ :........................... V 5.1 ROOFS ` Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............8' ft:5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 203 Uplift................................................(fable 12)......:.............:.......................U—_ plf Lateral,....................................:........(fable 12)..............................................L= 176 plf . Shear................................ .......(fable12)............................................S= 77 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= pif N/A Gable Rake Outlooker..........................................(Figure 20)............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing.Walls . Proprietary Connectors Uplift................................................(fable 14)...............:............................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= . lb. N/ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness..............................................................:.........................jLX'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 1.7 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wintd Areas: 1l0 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance Wind Speed 3-sec. gust) ..... .................... ................. ................................................ P ( 9 )................. .. ... .. 110 mph WindExposure Category...................•-----............................_...-•---......................_.......................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 1 stories 5 2 stories Roof Pitch ........................•..................................................(Fig 2) ..... _ .:._�,.�.,:_, - 12 .:5 12:12 Mean Roof Height ..............................................................(Fig 2)................,....,.-...,___... ---- 14'_ft 53T Building V. Width,W ....... Fi 3 _. _ ._.. ._ ......_ --16' ft s 80' BuildingLength, L...............................................................(Fig 3)..........:...............:.:. .. . 26 ft s 80' Building Aspect Ratio(L/W) ..............................:................(Fig 4).............................1J....:�........ 1.6 - 3:1 Nominal Height of Tallest Opening 2 ' " 9 ...................................(Fig 4)..............................................:. 5 5 6 8 1.3 FRAMING CONNECTIONS P 9 (Table 2)............ .............. General compliance with framing connections........:........... ............................. . ...... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................................................................................................................................ Concrete Masonry ..... ......... .................... ..... N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4).........................:. L�'..... 3Z" in. 1/...---- - Bolt Spacing from endCoint of plate.............................(Fig 5)....................................i in.5 6"—12" _ Bolt Embedment—concrete...........................................(Fig 5)............................:.................... 7" in._z 7" Bolt Embedment—masonry.......................................:.(Fig 5)............................................ in.z 15" PlateWasher............................:...................................(Fig 5).............. ...............................>_3"x 3"x%4" 3.1 FLOORS Floor framing.member spans checked ..:............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)....................................:..........:.._ft:5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............................................ N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....................................................=ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................... ......................_ft 5 d N/A ..... FloorBracing at Endwalls.....................................:..............(Fig 9)................................................................... Floor Sheathing Type ........................................................(Per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................:3/4" in. Floor Sheathing Fastening..................................................(Table 2).. 8 d nails at 6" in edge/ 12" in field 4.1 WALLS Wall Height Loadbearing walls................................... (Fig 10 and Table 5)...... 8' ft 5 10' .,..... . .. .... .._ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 8'_ ft <_20' �L Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... 16 in. 5 24 o.c. Wall StoryOffsets ................... ...(Figs 7&8 ............................................- _ft 5 d N/A ( 9 ) " 4.2 EXTERIOR WALLS3 Wood Studs _ 4 Loadbearing walls.........................................................(Table 5)................................2x 4 - 7 ft 7.5 in. Y Non-Loadbearing walls.............. ) ................2x 44 -. 7 ft 7_5 in. . g ..................................(Table 5 ........:...... Gable End Wall Bracing Full Height Endwall Studs.............: .............................(Fig 10 .... .................................. N/A ISIZAWSP Attic Floor Length................................................(Fig 11)....................:........................ ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................26'ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................................................. N/A or 1 x 3 ceiling furring strips Q 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays N/A Double Top Plate Splice Length ........................................................(Fig 13 and Table 6) 2 ft / Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... 8 FLOOR FRAMING Scale: 1/4" = 1'-0" - --- - --- Li--- --- --- --- --- ----11- 26'-0" 1 1 �I ROOF FRAMING Scale. 1/4 = 1 -0 ---------------------- L--------------- LL 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" o . -+-�--- --e—� — ---- -- ---- o pWall Bracing software Braced Wall Panel And Braced Wall Line Analysis Per 20061 RC R602.10 Job Information Seismic/Wind Design Category C or Wind<1 1 G:mp:h= Customer FELICIANO IRCVersion 2006 Project CitglCourrtplState 63 SEANS CIRCLE CENTERVILLE 7 TA Wall Line Summary Total Braced Braced , Wall Bracing Description Wall Line Name Wall Wall Wall Condition!Story Waa Location (see individual wall line report for full description) �� Length Required Supplied 16'0" Exterior First story of two story 24% 62% IRC Method 3 continuous sheathing with corner framing RIGHT END 26'0" Exterior First story of two story 24% 77% IRC Method 3 continuous sheathing with corner framing"' REAR 16'0" Exterior First story of two story 24 78% IRC Method 3 continuous sheathing with corner framing', GABLE 10'0" Exterior Top of two story 13% 50% IRC Method 3 continuous sheathing with corner framing'' 1ik fa, rlrl _ e y t rq r File Report Help Job Information M y t, Seismic/Wind Design Category C or Wind<110 Customer FELICIANO ` Project I IRCVersion 2006 City/County/State 63 SEANS CIRCLE CENTERVILLE MA Wall Line Properties:. Wall Line +rj L!J El Wall Line Dimensions Center of Openingsw Wall Line Name FRONT Opening Description Distance Length Total Wall Length(it in) 16'0" Left wall end to first opening center 4'0" 3101, Wall Height(it in) 8'0" Max Opening Height(it in) b`0" j Previous opening center to next opening center 8.01. 3'0" Wall Location Exterior Wall (' ' Condition/Story First story of two story �Y( Continuously Sheathed Yes YI Stone/Masonry Veneer INo `rd f Alternate Bracing iLevelOO Shear Brace Results Additional Notes: Show All Available Methods Methods: 4 Requires exterior corner framing per IRC specifications. i. Braced Wall Required: 24 1 r Braced Wall Supplied: 62Z j I t:l ® =Method 3-(continuous sheathing) =Wall Opening 2'6" 3 0" 5'0" 3'0" 2'6" File Report Help Job Information Seismic/Wind Design Category C or Wind<110 mph ova Customer FELICIANO Project IRC Version 2006 City/County/State 63 SEANS CIRCLE CENTERVILLE MA ! Wall Line Properties Wall Line vj + D Wall Line Dimensions Center of Openings Wall Line Name IRIGHT END Opening Description Distance Length Total Wall Length(ft in) 26'0" Wall Height(ft in) $'p" j Left wall end to first opening center 4-0", Max Opening Height(ft in) 5'0" 1 Previous opening center to next opening center 10.0.. 3'0". Wall Location Exterior Wall v 0* ®� " Condition/Story First story of two story, vj Continuously Sheathed Yes v Stone/Masonry Veneer No Alternate Bracing iLevel®Shear Brace Results Show All Available Methods. Methods: AddikionalNotes _ - — Requires exterior corner framing per IRC specifications. �r Braced Wall Required: 24% Braced Wall Supplied: 77Z i a „ =Method 3-(continuous sheathing) =Wall Opening 2'6" 3'0" 71011 3'0" File Report Help Job information Seismic/Wind Design Category C or Wind<110 mph Customer FELICIANO ; i I R C Version 2006 Project City/CountyiState 163 SEANS CIRCLE CENTERVILLE Wall Line Properties ., Wall Line + , Wall Line Dimensions ,Center of Openings Wall Line Name IREAR j Opening Description Distance Length ; y Total Wall Length(ft in) 16-0" Wall Height(ft in) 8.01. Left wall end to first opening center 14'0" 3 0" Max Opening Height(ft in) ' 5'0" Wall Location Exterior Wall w� Condition/Story First story of two story v Continuously Sheathed IYes �►� Stone/Masonry Veneer Now Alternate Bracing iLevel(b Shear Brace } Results Methods: o Additional Notes: Show All Available Methods Requires exterior corner framing g per IRC specifications Braced Wall Required: 24% I' Braced Wall Supplied: 78% =Method 3-(continuous sheathing) 0 =Wall Opening 12'6" 3'0" 6" ' x File Report Help Job Information . Seismic/Wind Design Category C or Wind<11D mph Customer FELICIANO G� 4 Project IRC Version 2006 City/County/Stake 63 SEAMS CIRCLE CENTERVILLE MA f Wall Line Properties u Wall Line GABLE Wall Line Dimensions Center of Openings Wall Line Name GABLE Description Distance Opening Total Wall Length(ft in) 10'0' Length Wall Height(ft in) B'0" Left wall end to first opening center 5'0" 5'1 0" Max Opening Height[ft in) 5'0" [ ' 0 It Wall Location Exterior Wall �► Condition/Story Top of two story v� 4 Continuously Sheathed Yes w Stone/Masonry Veneer Alternate Bracing iLevel®Shear Brace (+r Results - �� :... . ................................ ..........:,t,-.. . Methods: o Additional Notes: Show All Available Methods Requires exterior corner framing q g p per IRC specifications. { Braced Wall Required: 13% 10 Braced Wall Supplied: 50% n =Method 3•(continuous sheathing) =Wall Opening MMMMMMMMA • 2'6" 5'0" 2'6" jw 0 � ( W ,• v K. cdIell • f � 4 f� rf o� SEAN ' S CIRCLE S 76'15'33" E 115.00' N LOT 20 d o _ 1_: 16,100 SF J EXISTING FOUNDATION LOT 19 LOT 21 4s.2' z ��� a 39.8' !Nq—G, DECK 515 w PATIO Z P. LO N v i ` ERrn 115.00' N 76'15'33 W LOT 13 LOT 14 Yµ EXISTING STRUCTURES THONIAS � (INCLUDED IN .LOT,,COVERAGE ;. .lACK6ON ,.. -CALCULATION Y BUNKER. . NOTES: "` No.02s : , 1. HOUSE No. . 63 SEAN S CIRCLE s%iygl�ANpS� 2. ASSESSORS No. MAP 170 PARCEL 057 �.i►ee� 3. ZONING DISTRICT: RC 4. FLOOD ZONE: ZONE C 5. BUILDING LOT COVERAGE EXISTING. 9.3% 1 CERTIFY THE STRUCTURES ARE LOCATED L 20 A SH BSS PRCIftSSIONAL L D URVEYOR D E S I G N DATE: l o 7 a LAND SURVEYING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE CERTIFIED PLOT PLAN 9 1'q PREPARED FOR Incorporated BSS Desig MEGAN FELICIANO n, . 164 Katharine Lee Bates Rd "j k Falmouth Massachusetts 02540 63 SEAN S CIRCLE z% ; 508.540•8e05 FAX 508-548'8313- , CENTERVILLE, MASSACHUSETTS e Fcol ' .,,I date drawn job number' 8125 dwg r nukmber` . 1 =..30 OCT 7, 2008 EJP :.r , P15=69 SEAN 'S CIRCLE S 76'15'33" E 115.00' N LOT 20 CA 21 EXISTING FOUNDATION LOT 19 46.2' LOT 21 39.8' DECK 14 9' � ' PATIO Z LO N HEQ, 115.00' N 76'15'33" W LOT 13 LOT 14 x - P EXISTING STRUCTURES ti (INCLUDED IN .LOT.COVERAGE THOAAAS � .:. CALCULATION) o JACKGO BUNKER N D` NOTES: 9 NO.32653. 1. HOUSE No. 63 SEAN'S CIRCLE ssioNAtaNasJ� . 2. ASSESSORS No. MAP 170 PARCEL 057 3. ZONING DISTRICT: RC 4. FLOOD ZONE: ZONE C 5.. BUILDING LOT COVERAGE EXISTING 9.3% 1 CERTIFY THE STRUCTURES ARE LOCATED L 20 A SH IRSS D S 1 G N P SSIONAL L 0 URVEYOR DATE: LAND SURVEYING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE CERTIFIED PLOT PLAN i PREPARED FOR tBSS Design, Incorporated M E G A.N FE LT C I A N 0 T 164 Katharine Lee Bates Rd Falmouth Massachusetts 02540 63 S E AN'S CIRCLE 508.540.6605 FAX 508-546.6313 CENTERVILLE, MASSACHUSETTS scale date drawn job number $::' 5 dwg'Gnu:mber P15-69 1" = 30' OCT 7, 2008 EJP Town of Barnstable y¢op SHE rp�y,. - Regulatory Services • Thomas F. Geiler,Director t Z RAaxsrwst.r•;. MAS51. Building Division PTfD► i a Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02501 Rrwv.town.barnstabl e.tna.us 508-862 4038 Fax: 508-790-6230 E0T1fE0wNER LICENSE EXEMPTION , , Please Print � tDATE: 9. e .0 9 JOB LOCAMOM tits Cf�s.lC6age number k street Village •n�,.t "HOMEOWNER" work phone# name home phone if I CURRENT MAILING ADDRESS: 5;1F G�((� f NT62.v�v..� 1�Nr eJ Lev 3 Z- city/town start 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. i DEFINITION OFEOMEONVSER c persons) who owns a parcel of land on'which he/she resides or intends to reside, on which there is,or is intended to- . i 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 iivo-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 es onsible for all such work performed under the building.permit. (Section 109.1.1) i. [-he undersigned"homeowner" assumes responsibility for copliance with the State Building Code and other m applicable codes, bylaws,rules and regulations. .-he undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department procedures and requirements and that he/she will comply with;said procedures and a nirnum inspection equirements. ignaty of H cownrx pproval of Building Official Note: •Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the ate Building Code Section 127.0 Construction Control. HOMMOwXERIS EXEMPTION The Code stat that "Any homoowncr performing work for which a building permit is rcquir ed shall be ezerrrpt from the provisions rs this section (Section 109.1..1 -be—sing of eonstnrction Supervisors);provided that if the homeowner rngaga a person(s)for hire to do such A,that such Homeowner shall act as supervisor." - Many homcownes who use this exemption arc unaware that they are assuming the responnbilitics of a supra isor(sec Appendix Q. ]cs&Regulations for Licensing Construction Superyisors,Section 2.15) This lack of awareness ofirn results in serious problems,particularly cn the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would With a.licrnscd )crvisor. The homeowner acting as Supervisor a ultimately respotun'blc. - To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, me the homcowncr certify that Wshe understands the responsibilities of a Supervisor. On the last page of this issue is a form eurr=tly used by fication for use in your community. :ral towns. You may care t amend and adopt such a forrr✓ccrti t - - i __ I 7C'o�vn of Barnstable Regulatory Services swaHsr isLK �y uwsq $ Thomas F. Geiler, Director. 'OTEaha(a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable_ma.us Office: 508-862-4038 Fax: 508-790-623 0 Property.Owner must . Cordplete and Sign 'Phis Section If Using A Builder r , as Owner of the'subject property hereby authorize to act on my behalf, in all matters relative to work authorized by' s buil g pe t plication for: (Address of Job) Signature of Owner ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. yr•. w` - - REScheck Software Version 4.1.2 Compliance Certificate Project Title: Feliciano Residence / addition Report Date:07/29/08 ` i Data filename: Untitled.rck Energy Code: 2000 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 4% Heating Degree Days: M37 Construction Site: Owner/Agent: Designer/Contractor . 63 Sears Way Centerville,MA 02632 Compliance:18.2%Better Than Code a "Maximum UA:181 Your UA'148 'tom Ceiling 1:Flat Ceiling or Scissor Truss 576 30.0 0.0 20 4 Wall 1:Wood Frame,16"o.c. 1184 13.0 0.0 94 Window 1:Wood Frame:Double Pane with Low-E 42 0.340 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 423 19.0 0.0 20 Compliance Statement. The proposed building design described here is consisten dh the building plans,specifications,and other calculations submitted with the permit application:The proposed building has bee esigned to meet the 2000 IECC requirements in REScheck Version 4.1.2 and to comply with the mandatory requirements lis d' e REScheck Inspection Checklist. Name-Title Signat a Date 4 i . 1 4 f Project Title: Feliciano Residence/addition Page 1 of 4 Data filename: Untitled.rck Report date: 07/29/08 { f r I 1 k I j µ REScheck Software Version 4.1.2 Inspection Checklist L Date: 07/29/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows:' ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or.2)installed inside an appropriate air-tight'assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures'are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment.and service water heating.equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with.the surface being insulated,and in a manner that achieves the rated R-value without compressing he insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are ratedUL 181A or UL 181B. Exceptions: Continuously welded and locking-type`longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is rovided: Project Title: Feliciano Residence/addition Page 2 of 4 Data filename: Untitled.rck Report date: 07/29/08 t. Service Water Heating: C ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat: trap or is part of a circulating system. ' F Circulating hot water pipes are insulated to the levels in Table 1. f Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. i. _ t t• Project Title: Feliciano Residence/addition Page 3 of 4 A Data filename: Untitled.rck Report date: 07/29/08 F { r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes " Insulation Thickness in Inches by Pipe Sizes'' Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25 1.5'.to 2.0"' .Over 2" Temperature(°F) 170-180 _ 0.5 1:0 _ 1.5 2.0. . 140 169 0.5 .0.5 1.0 1.5-1F 100-139 :, 0.5 0.5 0'5 1;0 Table 2:Minimum Insulation Thicknessfor HVAC Pipes Insulation Thickness'in Inches by Pipe Sizes .Fluid Temp. Piping System Types' k' 2"Runouts �1"and Less' 1.25"to 2.0 2.5"to 4" Range('F) Heating Systems r:. . . Low Pressure/Temperature `• 201-250 1.0. 1.5. 1.5 2.0 Low Temperature 120-200 0.5 .-1.0 1.0 1.5 Steam Condensate(for feed water) Any .1.0. 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and_. 40-55 0.5 0.5 0.75 1.0 Brine Below 40` "-1 A 1.0 1:5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Feliciano Residence/addition Page 4 of 4 Data filename: Untitled.rck Report date: 07/29/08 t t yr '• .. ..l :-_ ..;.} !�. ..7A £,--. /- ':t:' ♦. ' ,�v•'• I7�'':•v•It"�.•.;T�ya A:-%-'..M: Al,;---.* .1 .. .:I , .:;;I /.'.?"..•, `I' .j; :1• ,:t" Yl a :i.�. �£ x1".. ,7�1' R'�tFi)r•;•• .;�1..�4r :y-•'s:,.-,:d p.v.,;S;•�:XJ'. l. i ... .... ):: ,- .. ;, ;.� t•'c:'}, 1' A r t t '• j�'. v jf ..r� y'[•r:' r: i. i :r_ .r v: .:. .�• .. .1 .1 . .• ' °• :�.x,r :rt„ {f ._:xLS• 7 ....N'•, yet,,,. c: • ' ' ' 'i• , J i$... 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",K 6 •ED YP�6' TOWN OF BARN NTIONS BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..............Construct Dwelling ,,, ,, ................................ ... .................... TYPE OF CONSTRUCTION Wood frame .......September.....................19..79.. The undersigned hereby applies for a permit according to the following information: Location ....I........Lot...47..Sean.!,s..Circle.....Centervi,lle....MA....................................:................................................... Proposed Use Residential ..................................................................................... Zoning District Residential Fire District ..........Centerville-Osterville .............................................................: -Os t.................................. Name of Owner ........James K. Smith ,,,.,,,,•Address BermXable,,,,,,,,,,,,,,, Name of Builder ......James K. Smith ...........................Address ............. Barnstable .............. ................. ................... . ................................... Nameof Architect ..............."..............................................Address .................................................................................... Number of Rooms ......Four . .. . . . . Poured,,,Concrete,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Foundation ........... Exterior ........................Clapboard & T111........................Roofing ................Asp A!....sh.inR.les..........._...................... Floors WA.ll..to..Wa.l.l.................................Interior ................. ..................... +iea)in F ..bv..011....................... .............Plumbing ...............(ho D,%th.................................................. � . Fireplace ..................................................................................Approximate Cost ........ 2�... ........�Definitive Plan Approved.by Planning Board -----------_______-----------19________ . Area .... .........��.l?........ ......... Diagram of Lot and Building with Dimensions Fee ...... .. ................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... .......................... r in-th, James K" M 170 L ! 7-20 �....... Permit for dwell in v &.3.................................. ......... Location ...1at. .Seata!•s••Ci•r•• ......................•Ce n•tenv il.l e................................ V I Owner .....James..K.....Smith.............................. re _ - Type of Constructionraffle I _ _ Plot'............................ Lot ................................ Q r, _ !f Permit Granted —. `. Date of Inspection .......).�{ ...........:.19 f Date Completed -/..J......(� ....'.198/ r PERMIT REFUSED i ......... ................................... 19 .......... ........................................... ` ......... �......................................... .......... ............................................ + ` ........ .......................................... ti 0 m s < C4 Appro �......I..................................... 19 •.J ............................................................................... , L- ............................................................................... •\ , ,' 1 (" , !5 I ♦ '+\ �.iw. 'KiW ':V f ' � s 4.''��, ` a .ar'T..�Y. '' y �• I' 'i.•�,'l�l 11 �1W �! �I . • 10 LOT 48 L,OA / Al�kt { � q „ 44, Md'DIU/Ii , IRN� 1 '�` '�r.` � t a .r •r. - .y ,, 1. ® 30 Zo ti e y ♦ "dry ♦. a Ff•� rt, r'Y�, + '.r. �iy i 1 `. .t SEl�Tl;C �•Y�7"�M G©NS7`12•G/GTION � -� IE�E.D/c''Qp/!✓JS" 1; 1 :SHAi_Z c >vFp2t�I T� M.A'S5, CSE1 ,�L0W SAL,"// oA`y Lr/V1%/eONMCNrA4 COOS T/74or ,g _ M J� 7 o LG-Ate/-,� ' Fc' d7E Al4AI.TN I21< 4S 4A 7T/O/�S ��� 'EQv/�Ea �E.aCtT"C�T? 330.G . TOP .OF'• ;. = ` C/4✓G<i�_'- [ !. 1 w.�.l..• , t..p.� -...Mom-' -" - � -yr.�-�G-.f..+.r.1+.•p....i.+.z.—.—+�.�.o..a�_.i" .ay,y.�.�,,,-�..1.- 624 MAX/ 0LE Cb✓E� To .ExT•EnrZ ) •rQ /M.oE QV1OUS Co vE� t�1/I 7'N/A/: OF. Fi/�/iSH�v G,�<►D . ' TO .a2E V4NT F2, '/LT2AT/A/ S¢' Ton/E 2 to coves 2%6P4�'. 4..C4Sr//2aN _ it 1 SOX �jl Z/"W/De Ol/E . M[/iu. 3"A+iM Z)IA• wi97E[2 may. 'D/A�:Al �TFc atu a, vB � TiGur 4." p/a. io LEAc.c! �-c- "M/N ,2. A/r. , / T !r//��)/!///�'��,1/ /¢" �4 �F007 ' I /4D/A _Y_�1.lV1./ , M FaO7 ' � n . �00° vVASHEd 7..0p /nvvEzTCP5TD./✓E /NVE2T GALLO^! /NVE.�T CA RA C.Y T'Y A'20UN0 � SE pT/G TA.i/.e �I,�• cj. k,,3S �!V<I TE2 T/GNT� . /NVE;QT. ' L ' /N V E ZT NO GA25AGE'G,e rvr��2 `� LC�c A7 ►TEr21f/1����M_ A.SS •_-L6L _ P_.C.ETN ._, C�L�:C���l��_ P SEA3'/G T<1NK� CP/ST.2/.BUT/ON ; � q?tQS¢gg - �S OUr�ET_5) A/�/D LE.4G//✓n/G P/7 ' ' C,A40 ry G� BE QF �E/tiFO�CED . GO VG2L�TE • 'RAYASp.vi1 ONC'2ETE STeE.VGTa/ 3000 Tay/ M/N. ' 7- No.77483 y, ►.L-L __/�:� .�S/'��_1TR �iFCr$yE��q T4EL 20D00 " 4:2Ro Ie4z;,'l�. /�j %' .0 �°e?e I"� P P;pjy E. N /O LOADING .gr-11 VE, WA-Y '/\/OT`70 8-c -Z—O .Ad y.4 A2/�A®G�l�' fk' 1r+,T -1 A:EPS : . - 0V4= S>'SrEnil:'un/[rE =�S N- �O 2 CERTIFY TH6' BU/Lb/NG ' skhi ` Onf �NlS '/.. i;+' oc,,��s E S iGn/ [.O�a/�v� /s us�v. PGRN /5 15.T'//0'V-Olq V/4 6rROUN D 'A.S / S/boll. A/YQ /�' bActS COMPLY . GtJ/Y�11 /"'iYG� ((/// GEORGE 1�J LOW JR. OU16 DIN6 5,678RCK ReOUAMCMeWS ' p�• u `> T l•Jt• 90�a,.f,N �'��' �R RN S T 13C� ' , .. «.ti�F�/s7E��OQ~ ., _ ,= . �,_: 91 'SUF2V6 C?ATE HE4L77r. aGEwT" . 5 5, SMOKE DETECTORS REVIEWED F -.JI—,BATH 1 T_j`1a8 I /%. ,A T LE BUILDING DEPT. DATE ____ ��)'I ! KITCHEN ! _� �� DATE FIRE DEPARTMENT i BOTH SIGNATURES ARE REQUIRED FOR PERMITTING s ... I DECK — FAMILY ROOM -{• — ` - DINING• UP TO THE BEST OF MY KNOWLEDGE THESE _ '.. _ I I - I . • }r _ —_ ..___ _— �. t PLANS ARE DRAWN TO COMPLY WITH 1 t / �. OWNER'S AND/OR BUILDERS 1 ---_-- ' - SPECIFICATIONS AND ANY CHANGES MADE - --- -- • -- ---- -- -- --- -- ----� I I L- --- - ' ON THEM AFTER PRINTS ARE MADE WILL BE • -�`, J I r ' DONE AT THE OWNER'S AND!OR BUILDER'S - L EXPENSE AND RESPONSIBILITY.THE ' F ... ..1. ✓ � - - _._ .__... _ CONTRACTOR SHALL VERIFY ALL - • ' .. L _ ___ _._. _ _ _ _ DIMENSIONS AND ENCLO6ED DRAWING.OLD HARBOR BUILDERS LLC.IS NOT LIABLE FOR �,, • - '-- I I _ - - - a +. - - - ERRORS ONCE CONSTRUCTION HAS BEGUN. LAUNDRY •^ WHILE EVERY EFFORT HAS BEEN MADE IN I I - , "• -THE PREPARATION OF THIS PLAN TO AVOID I 1 G AGAINST THE MAKER CAN NOT GUARANTEE 'ry 1st Floor Plan(Existing) OF THE JOBHUMANUST CHECK R.THE CONTRACTOR - i' Scale:i/4"=1'0" • _ OF THE JOB MUTT CHECK ALL DIMENSIONS I i I S AND OTHER DETAILS PRIOR TO , - - _-_ CONSTRUCTION AND BE SOLELY - RESPONSIBLE THEREAFTER I *' HOMEOWNER WILL TAKE NECESSARYGo I I s - PRECAUTIONS TO REMOVE OR RELOCATE ITEMS OF VALUE TO BE I I - I I - • - REUSED AND/OR SAVED, IN ANY DANGER - DANGEROFBEINGDAMAGEDW BEDROOM 1ETO _ - I ' CONSTRUCTION PROCESS ' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND IFYDIMENSIONS RCHTTHE I ^' JOB DIMSIT AND NOL ERROR PR OMISSIONS S I I I I I ATTIC Q p `® (0 ANY DIMENSIONALERRORS.OMISSIONS ( 93'd'k2'-11• _ OR DITCREPANCIET BEFORE BEGINNING UTILITY - `3 • OR FABRICATING ANY WORK I I ( I w L _ t BATH 2 � Z M •> -_ 7 "0 � I BASEMENT(Existing) 1 Scale: 1'0" - s BEDROOM 2 CO BEDROOM 3 - O Uj V - —p LL IMPORTANT -- UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF Date: 8/3/2007 MASSA CAROM T BE TTS ALLBUILDINGA ER per` ', -, ATTIC SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN „----._--_--_-- -------___.-- MUST BE INSTALLED PER b �'d'•Z-I'' ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED: CODE ' Scale: AS NOTED NOTE: A SEPARATE PERMIT IS- REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. znd Floor Plan Scale:1/4"=1'0" p of - ` - Issued For Construction 4 . 8'-1°-- i----8'-27/16 i H °}I I ANDERSEN 2813 " TO THE BEST OF MY KNOWLEDGE THESE —' '- __ _ __ — _ _ "1 i�I lL. .� I t • PLANS ARE DRAWN TO COMPLY WITH S _^ — -G --- �"1 I > OWNER'S AND/OR BUILDER'S '-- —' -- -'— ---- — 1 '—' '_ ` ` ^ DN WALL SPECIFICATIONS AND ANY CHANGES MADE - I I I I�.. I I'I FOOTING - z I I y .. I .. ON THEM AFTER PRINT S ARE MADE WILL BE ON 20X 12 m m DONE AT THE OWNER'S AND/OR BUILDER'S I -- y EXPENSE AN DRESPONSIBILITY.THE �`'iI _ I�' I CONC.FOOTING Nf - CONTRACTOR SHALL VERIFY ALL - _ DIMENSIONS AND ENCLOSED DRAWING.OLD HARBOR BUILDERS LLC,IS NOT LIABLE FOR I I _ LAUNDRY" - ERRORS ONCE CONSTRUCTION HAS BEGUN. WHILE EVERY EFFORT HAS BEEN MADE IN "THE PREPARATION OF THIS PLAN TO AVOID " '.• - MISTAKES.THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR OFTHE JOB MUSTCHECKALL DIMENSIONS ' II PLAYROOM - STORAGE - AND OTHER DETAILS PRIOR TO. I - r •> •, CONSTRUCTION AND BE SOLELY 4 - a "- RESPONSIBLE THEREAFTER. - ---------- -- _,..` HOMEOWNER WILL TAKE NECESSARY - ' PRECAUTIONS TO REMOVE OR -- z • - RELOCATE ITEMS OF VALUE TO BE ^ -_ :_ d-, I I I I.-'.- - I I I I'..I - m REUSED AND/OR SAVED,OR IN ANY _ 7r CELLAR SASH AND - N DANGER OF BEING DAMAGED DUE TO - �,-�- ` ENLARGE OPENING 1 z '^ p+�� CONSTRUCTION PROCESS. I j I I I I_ _I I I�'I N I a i - � \V p r'. FOR NEW ACCESS TO NEW STORAGE I. .. • C^ 2x6_P.T..SILL_W/ s CONTRACTOR SHALL VERIFV ALL I II SPACE I LI �+ — I - . v CONDITIONS AND DIMENSIONS AT THE _ 1/2'ANCHOR --- — ,o - V w ' JOB SITE AND NOTIFY THE ARCHITECT OFBOLTS 6"O.C. ANY DIMENSIONAL ERRORS,OMISSIONS I I( ^: ,. MECH. ��-' �` • OR DISCREPANCIES BEFORE BEGINNING -I—I- I OR FABRICATING ANY WORK. I --. I.I7- I I I --_.-. ..-�L-O�r. — .. I I y� y.� I xn z --IITT J k of DRILL 05 REBAR _ KEY I - INTO EXISTING � — FOUNDATION AT - CONNECTION FOUNDATION PLAN �-�--- New Walls- AS REQUIRED - - Scale 1/4"=1'D•- _ �•i W Existing Walls r Date: 8/3/2007 Scale: AS NOTED A- 2 Issued For Construction 0 iI II Z !I ( I �! z �. i IL 1 _-J! I — 1> g n !� H I m U i • —_ —._ — _ 266E l ---� c / bm 1, COO • � C J � � m O I m `\ a m y�yyy� N 0 — B mp Nl I mo mymHI Zp. I I< IijII�`iF'.. I!Iil�IIItiIII,a�;1 I3 I�I3�iIl'•lIIiti�-1y0—/II 2"I—l-_•-�!—"AP�!;j I�iI'��-m---9-I��'-\'j---P6_�-�.1�-/2 4'-5lI 1 IIII! �"I I t�-A DER-S-EN—TM4-310_ —A_N-'DE.R1 SEN N 24 4-301 0 4 0 —10-0 lio ---26'-0 3/16"-z !, � T 5 6 o 8',01/2" I 2666 Z.m Z °mog ji 'w0080a8 woad 09Sn3a 26'-0 Cn o Addition & Alterations to the � 6 FELICIA ® Residency P �7' r ji-_---_—--8-- -�_ ' IIi1 63 Seans Circle k p i o Centerville, Ma. 0263 I I I ST & 2 D FLOOR PLANS ! f i ` f . r F . 1 I�I I . N m I IIPiI ,�� , Z `' ; II • i , o � I_ iL;j 'il � D � o C��-ram f C II I i Z H�. F � �VFI j i • '� I j jfC�r-��--�-1 I�`��' jig _ I r Nip I it L�� ji j -� IFj z _-----jk= = � � _ mot-- -;- A • ( II i � _. UI��rr--���I-.—�' ' -���"�F'r'iT'G .i N r•v�� y x x_'x � ° I j M 0T FriT I I d o m Dit - I It D � j 0. 06 S - 0 o e j A 0 y r w o o X � , O n I o Addition & Alterations to the FELICIANO Residence W 63 Seans Circle w ; o o I Centerville, Ma. 02632 i i o ! ELEVATIONS � � D A � I o ' m om„a _ < m m y oo. I i I f • ,'z � i i I - i I I .I I III❑� '� ~`- it; j o . . I D,� i lii x c O I� j 4u "�. m I `l - mim o R v7 i _ I� z : Nil 9Iz o z z Ic z Tm m .` I� wr ��' D zm r{ r+�{�Fr rl �� fir, `•� r�- Ja -I i ti t r -1 ' I;J;�.rNti��.�� i�l. li - F� rtiFIN - 1 �J�1� C o Addition & Alter ations to the � COFELI CIANO Residence 63 Seans Circle o ® Centerville, Mo. 02632 i o ! T=\JATI(»I.q - f TO THE BEST OF MY KNOWLEDGE THESE I- --- --' - - - _ -_ Iv I� L - j PLANS ARE DRAWN TO COMPLY WITH �, .._. _-._-_ :._.=.✓ " __ -� _- _- - " " I� OWNER'S AND/OR BUILDER'S SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE WILL BE � � I 2x1 OS eR 12"O C - DONE AT THE OWNER'S AND/OR BUILDER'S II II ,1 EXPENSE AND RESPONSIBILITY.THE CONTRACTOR SHALL VERIFY ALL F{ DIMENSIONS AND ENCLOSED DRAWING.OLD HARBOR BUILDERS LLC.IS NOT LIABLE FOR LAUNDRY ERRORS ONCE CONSTRUCTION HAS BEGUN. I I WHILE EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES•THE MAKER CAN NOT GUARANTEE ` AGAINST HUMAN ERROR.THE CONTRACTOR �. dl OF THE JOB MUST CHECK ALL DIMENSIONS' PLAY ROOM II -AND OTHER DETAILS PRIOR TO I I.�I _ CONSTRUCTION AND BE SOLELY I' III -- _ - RESPONSIBLE THEREAFTER. ; .r HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR - _ RELOCATE ITEMS OF VALUE TO BE I I - _ i • - ' REUSED AND/OR SAVED,OR IN ANY '* DANGER BEING DAMAGED DUE TO • I I - .i IIIl ____-__.L-L I - - _.__ CONSTRUCTION PROCESS. - I ' - CONTRACTOR SHALL VERIFY A --- CONDITIONS AND DIMENSIONS ATTHE JOB SITE AND NOTIFY THE ARCHITECT OF 2X10S G�12:OC - I ' ` ANY DIMENSIONAL ERRORS.OMISSIONS I II' I I MECH. • OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK I I KEY - 1ST FLOOR FRAMING PLAN New WallsT- I r _ (D n-- Existing Walls " U 4 I � � I I I zxBATH 1 '• .III — - --- - - KITCHEN. II - - Nei . IIII ' - DEC K Loea n� ee �Ex snn t �I �[ I '— I h--.:r...-I-... -• .. .' II __!---II m FAMILY ROOM - - DINING .__.._ • v � °I I I ^"-I---� - UP 10s @12�O C 2X - n ^ _ _ __ _ _ _ -I a. --- ' '- Date: 8/3/2007 ." .r 2ND FLOOR FRAMING PLAN', Scale AS NOTED Scale 1/4"=1'D" -A. : _'------- ----__.--.._.- A- 6 Issued For Construction L _