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0070 JOAN ROAD
76 vow �aQ� cf - �� NO. 152 1/3 B R ESSELTE 1 o°ro O O 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � Map �� Parcel�®� Permit# ,'��9 / Health Division �b A00_3 W3I �$ 3 `IDate Issued ,, # ,5p, 0 Conservation Division j � fj Ly # t s ; f#Application Fee a 3I D Tax Collector a.(703 � " �-- / � Permit Fee ace Treasurer fOP71C S1fSTZN MUST S� Planning Dept. f�K,'�r Ul)IN MPLIagIv 2 Date Definitive Plan Approved b Plannin Board IW7le TALES pp Y g ..��:��:� Historic ,2�OKH Preservation/Hyannis r' eL- 6�e G ULA IF1�,��a Project Street Address 20 c7crv�, �Q Village C Q L.-t-C'✓- Owner sc�k k,4 Address %I),- ")cL 5 Telephone.L30�) '-! _Q Q 1 0 1 Permit Request rA��: `Avg 'd �G �-c� 0 WQ "1 Cc,%t DO L1_)'V1k_ 2Ic i�� ; A c R' 1' Square feet: 1 st floor: existing ID !9 2 proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Pa 506 Construction Type h�� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family O' Two Family ❑ Multi-Family(#units) Age of Existing Structure t 4 O Historic House: ❑Yes Flo On Old King's Highway: ❑Yes CkNo Basement Type: 25ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing i new / Half:existing new Number of Bedrooms: existing 3 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 1 New Existing wood/coal stove: ❑Yes ErNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new, size Attached garage:existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name "J� t��cti- - Telephone Number 7 7f 0 Address (9 0 -�o 4 CC- \VX� �z9 License �r�I.Q yAA—, 026 3 2 Home Improvement Contractor# Worker's Compensation# 23 0 li_ C)7 9 k C:0S= 03 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ���// G ' FOR OFFICIAL USE ONLY — — a PERMIT NO. s ° DATI'ISSUED f -S MAP/PARCEL NO. v 'e ADDRESS VILLAGE t OWNER " DATE OF INSPECTION: FOUNDATION Y r i FRAME �� INSULATION FIREPLACE ,1 ? ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL j GAS: ROUGH�y FINAL _1 FINAL BUILDING J U DATE CLOSED OUT ASSOCIATION PLAN NO. f ,Y The Commonwealth of Massachusetts M Department of Industrial Accidents �= Office oflcrsest/gatiaos .6OO.Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: L V•`J� c location. 4111 city v ✓ u l" phone# -7 7 ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worlds in ca achy % %%/ Z/ %%%//%/%/%/%%/%%%%/%%%%%////%%/�////// I am an era 1 roviding workers' compensation for my emplogees working on this job. oYm :,Y ,.....:................r.. ,............ ..................... ....:...,....:,.,.;:.;•,•:.:....................r.;.;..::n:v:con.nxvv::::nv.v:.:?x,v:\........{...:;ra4:vw:..L.:y•}::vt•.,}'•}.r?•i:?Fi Zvi}::.. ....... ........n...rrr... n..n......... ......... ......:...::�.w:::::.v:•.:.•......... v::•. ... ,•:v;............... r,•r..-.: ,: .......:........v......... ......r... ..... ...vn.......,:h:.......,\. ......... ......x:::n;::?•}:4...a.}::•tr•: /.v.:-.,n.::.••:•:::.v::::::::r:::•::.:•w::;{.}}:••::•. ,..,.x.n.....:........,.:........;.. n.....r. ..i..................v:v.:........,..................... ..:.}... .... ..................v..,.. ..5. �Y{�ii: 3:�Y.:K' :�t ..{.:.................. .. ......f .....nr.,r}x...........,......... ... .. : ..v............. .,}n:.r....a n.v...r. .: ........... x:::n .xw.,,-::v i•+,:•:{•.v. •F•Yr'r}:>ti}.... .:. .......rn,.:r..r..... !.... .............. 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Fatime to aecoae coverage as required raider Section 35A of MGL 15Z can lead to the imposition of ctfininal penalties of a fine up to HA00M and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me: I understand that a copy of this statementmay be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify the pains and penalties of perjury that the information provided above is true.and'correct Signature Date Print name Phone✓ official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Bading Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office 0$ealth Department contaciperson: phone#; _ ❑Other United 9195 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of bire, 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 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. h. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate-of insurance as all affidavits may be . submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and }: date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you ' compensatioartment at the number listed below. required are r to obtain a workers a policy,pleise call the Dep City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. %%%%%%/G//////////%%////////O�%O%%%�%%/�// �%�///�%///%/ The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 11HE, y Town of Barnstable Regulatory Servides sa MAS&ts, Thomas F.Geiler,Director y tK,►ss � ' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IldPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION . MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. p n Type of Work: �� X����+j` ti LLy Jcti . "' Estimated Cost Address of Work: `2 b —It)C,I R-cQ Y y Vt-�- Owner's Name: Date of Application: L -3 I'U 3 I hereby certify that: Registration is not required for the following reason(s): t []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Qd 7/ Date Con actor Name Registration-No. OR Date Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSAEET NEW LIVING SPACE ouo 14 `v' , (60 square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= 2 6(0 2 x.0031= 54 plus from below(if applicable) GARAGES(attached&detached) � - 31 . 33 square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 a >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00 (number) Fireplace/Chimney y x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost 710 CM9 App—Lix I Table J31.1b(continued) with Foasr7 Fuels ck pTrIcriptive packages for On,send Th'o-Family Aesidentisl Buildiag�Hated� MINIMUM MAXfMUM � Sss�eat Slab Heating/Coaling Glazing Glazing Ceiling Wall r p=imcw Equipracm EMC!=cy' Atra�('/.) II-values R-value R-valua� R-value° Rwaa s &vslueT P 3C 3101 to 6500 Resting DeBrre nays' 6 Normal 12'/9 0.40 33 13 I9 10 6- Namud Q 12y 0.5Z 30 I9 19 10 6 Es AFi1E g 12'/. 0.50 33 13 19 10 NIA Normal 15% 0.36 3E 13 Z5 �A 6 Normal T P1IA IS AFUE 19 19 10 U 15'/. 0.46 3E 15% 0.44 39 I3 25 N/A 6 1S AFUE Y 19 19 10 W 15% 0.52 30 NIA Normal 18`/. 03Z 3E 13 25 N/A 1�(/A Nampa] X 19 2S N/A LAA 0.4Z 3E 6 90 AFUE 0.4Z 3E 13 19 10 6 90.A - 30 19 19 10 O.SO J 1, ADDRESS OF PROPERTY: Cc A -V-A 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: a 3. SQUARE FOOTAGE OF ALL GLAZING: / `L 4, e/a GLAZING AREA(93 DIVIDED BY#2): AA-see chart above): V 5, SELECT PACKAGE(Q-- • R MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS NOTE: OTC ARE AVAILABLE, ASK US FOR THIS INFORMATION. r BUILDING INSPECTOR APPROVAL: - 4 NO (J�C • - j ES, q•focros-E380303a " 780 CMR Appendix J Footnotes to Table JI .2.Ib: lass doors, skylights, and ; Glazing area is the ratio of the area of the glazing assemblies ('including sliding-g basement windows if located in walls that enclose conditioned space,but excluding opaque doors) to the gross wall area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For.example,3 ftz of decorative glass may be excluded from a building design with 300 ftz of glazing area. 2 After January 11 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table 11.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. S The ceiling•R-values do not assume a raised or oversized fruss construction. If the insulation achieves the full insulation•thickness over,the exterior walls without compression, R-30 insulation may be substituted for R-38 d for R-49 insulation. Ceiling R-values represent the sum of cavity insulation and R-38 insulation maybe substitute insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R.-Values represent the sum-of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall.For example, an R-19 requirement could be met EITHER by R-19 ca�itY insulation OR R-13 cavity insulation plus R 6 insulating sheathing. Wall requirements apply to woad-frame or mass (concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. a The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. 41 The entire opaque portion of any individual basement wall with an average depth less than 50%below conditioned mce the same R-value requirement as above-grade walls. Windows and sliding glass basements trust be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b; • The R-vafue requirements are for unheated slabs.Add an additional R-2 far heated slabs. 3 If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5. Yf you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the-efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see•Table J5.2.Ia NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value ' e include the in Table 11.5.3b.If a door contains glass and an aggregate U-value use the opaque door Uinvalue to determine compiianc that door is not aval able of the door. glass area of the door with your windows and One door may be excluded from this requirement(i.e.,may have a U-value greater than 0,35). c)If a ceiling,wall,floor,basement wall,slab-edge, or crawl space wall component includes two or more areas with different insulation levels,the component complies f the edoor-ompted average nentis campy-valuc is f the area-weighted d averager than or l to - the R.-value requirement for that component, g value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). °F"E r ti Town of Barnstable ° Regulatory Services 9$NAM Le,;+ Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder. �.. ; �Lui y ,as..Owner..of the.subject property hereby authorize_ 9 � ,u�'� .to act on my behalf,. in all matters relative to work authorized by this building.permit-application fox: (Address of Job) Signature of Owner Date Print Name Q:F0RMS:0WNERPERNMSI0N 7e BOARD OF BUILDING REGULATIONS License: CpNSTRUCTIQNSUPERVISOR Numbera.DS,, 026071 Blrtladabe BI03L94,7 1s _ Tr.no: 7319.0 Resi rated } FRANCIS E MOGA }r , 68 JOYCE ANN RD`� CENTERVILLE, MA 06 .... Administrator ___;_— �a�n�no�xuiea a��/�craaacuaeba •� Board of Building Regulations and Standards HOME IMP`RQVEMENT CONTRACTOR . Re traU_ F prcaiatt:�6I23120 Corporation MOGAN&CO..,Ir ,z Francis Mogan JP: 68 JOYCE-ANNE R Centerville,MA 02632 Administrator The Town of Barnstable BARBBTABL6 Department of Health Safety and Environmental Services !.PASS. a i67q' `ee ►AAy. Building Division 367 Main Street,Hyannis,MA 02601 ce: 508-862-4038 • 508-790-6230 ; . PLAN REVIEW Owner: , c t, c c> Map/Parcel: Project Address: �l ���n ! Builder: E- 1I �*--�� m The following items were noted on reviewing: - r c r w e s C '-t � Reviewed by: p Date: ,. w `f,ME ,,ti The Town of Barnstable '• 6ARMASS. P MASS. : Department of Health Safety and Environmental Services �F139. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F1 (\a Location 7 C) Permit Number 73 9 13 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �rt10 ca Q ruc c� �.o o r ,20 w., V� t-Vb Y V 5'T217 Wq Please call: 508-862-403,8 for re-inspection. Inspected by Date 11001 GENERAL NOTES PLAN REF L C. 30469A ARNSTABLE 1) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NfITH ASSESSOR'S MAP. 228� DEEDED OR ZONING REGULATIONS: OWNER/APPLICANT IS 7✓0 ZONING.' RC ROUTE 28 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHOR ITY. ORIGINAL SETBACKS: 20-10-10 CURRENT SETBACKS: 20-10-10 2) CONTRACTOR IS 719 VERIFY GRADES AND ELEVATIONS AS K LL AS FLOOD ZONE.' "C" SITE CONDITIONS PRIOR 7D COMMENCING WORK ON SITE PANEL NUMBER.' 250001-0008-D DATED.• 07-02-92 A.M. 228/78 LONG POND _ LOT 21 A. M. 228/82 f S84 4915'E' � I10.45 LOT 15 PINE ' SAINT LOCUS Z FRANCIS t XA VIERS CEMETERY � .. 138.4' s I iz o' LOCUS MAP L J ,L`J I ,,,,,,,,,,,,, • PlF aPoSBD�O III — J ,,,,,,,,,,,,, N A17DIMN IN i O SEPTIC TAKEN o ' O FROM PROPOSED SEPTIC PLAN ,,,,,,,,,,,,, 121'O� .L ---33.4'(^ ti AT YVWN HALL ABANDONED ,,,,,,,,,,,,,, ,�,•ry �, CESSPOOLS PLOT PLAN PER OWNER I O •••••••••••••• .ge'" A.M. 228/80 LOCATED AT 313' w LOT 16 70 JOAN ROAD BARNSTABLE, MA m O OfIANG ti,,,,,,,,,, ti � Cl) o PREPARED FOR.• PAD DIANE & REED SCIUTO AREA 110371-S.F. ! A. M. 228179 NO VEMBER 07, 2003 LOT 20 S84 49'3o'E ' J, YANKEE SURVEY CONSULTANTS 110.33 UNIT 1, 40 INDUSTRY ROAD P. 0. BOX 265 j A. M. 228/14 7 MARSTONS MILLS, MASS. 02648 A. M. 228/146 TEL: 428—0055 FAX 420—5553 LOT 19 LOT ST�PH S EN FPH f GRAPHIC SCALE �a J. w 20 0 10 20 40 80 YLE.37 59 IN FEET 1 inch = 20 ft. F CERTIFY TO: WASHINCTON MUTUAL BANK FA JOB ,�4 53556 JF i d %j C) O SMOKE DETECTORS O.K. w - o - - 77, - _. — ROARD TYP G c—PRoo a O I�,ram ( I " `- .. TRIMMED 4 X'#WOOD POSTS MIN. I I I y�, n r•� t . ....-------ELT, 4'1 T a } : PROPOSED FRONT ELEVATION _ ,� n .. a�� �� P — — — --- LU w 0 LI.1 - - L"' i { � " ly � 0 -- LAUNDRY ROOF BEYOND �•^^- ui Lu 00 E1l (� (� � � Ltd w `—t F- C� t� n n w Cs3 ' NEW.ENTRY I I - - - G. --- TL -----1 9 0 PROPOSED RIGHT ELEVA 0 ELEVATION_ w SCALE: DATE: PROJ. #: _1 II� III �IED L�l Y ' N 0 24-NOV-2003 1511 ELEVATIONS H T �� ADDITIONS AND RENOVATIONS s EE #• JEFFREY A. BARNABY, CPBD SC I UTO RESIDENCE © v Nc DESIGNS 2003 _ f LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS A CERTIFIED PROFESSIONAL BUILDING DESIGNER. COMMON LAW COPYRIGHT. THESE PUNS ARE NOT 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. 70 JOAN ROAD TG BE REPRODUCED,CHANGED OR COPIED. .. ?" ANY ERRORS OR DISCREPANCIES FOUND ON THESE /�' t TEL; sos-ess-27a7 CENTERVILLE, MA. 02XXX PLANS ARE TO BE BROUGHT TO THE A ENTION OF OF 6 LIVING.DESIGNS PRIOR TO THE.START OF WORK. 7 - - ^ i. LLJ 12 1 X 3 SHINGLE STOP OVER 1 X 3 SHINGLE STOP OVER �} % 8 RAKE BOARD (TYP.) 1 X 8 RAKE BOARD (TYP.) .. 6 — A • - ' F Ma El G O O I �•' v, v - 1 , ' PROPOSED REAR ELEVATIONASP!ALT k r;. LAUNDRY ROOF BEYONDLli _ - -- - ��/-�' - _ - _ 1i . 7 I ® i tl t� i I O • PROPOSED LEFT ELEVATION c� I t o.: .. A SCALE: DATE: PROJ., #: J En �'�-- L� ELEVATIONS 1 i4„_ 24—NOV-2003 151"1 I. ADDITIONS AND RENOVATIONS .SHEET #: JEFFREY A. BARNABY, CPBD ©uvwG DESIGNS 2oG3 CERTIFIED PROFESSIONAL BUILDING DESIGNER SCIUTO RESIDENCE LIVING DESIGNS HEREBY E%PRESSIY RESERVES I 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. 70 JOAN ROAD COMMON AW COPYRIGH. THESE PANS ARE No L I' is TO BE REPRODUCED.CHANCED OR COPIED. TEL. sos-eaa-e�a� CENTERVI LLE, MA. 02XXX PLANS aR ANY ERRORES OR DISCREPANCIES FOUND ON THESE i TO BE BROUGHT TO THE ATTENTION OF 6 i. LIVING DESIGNS PRIOR TO THE START OF WORK. OF a ` 4 t 4 l j rY tg r'td r� LLJ tli k 41 r'ay Y:' 7 c .. +ny '�x�faMz YP`` r'�Sra t'/`�{'mv,`•�. ,3'S�.�`,rj i" ,+ a �' J r s v r 1 ct t P � J,w 1 L ■ ��6y G x;: _ I. Ie sa d Iry ' c L EXISTING FRONT - O - �• U�m. w �o > .. cl ------------ m I I V) I J ti e I I • I I L-------------------------------------- ------ ------------------------------------ ----I I 0 Ir j SCALE: DATE: PROJ. # _l L I - -� 1/4'�-1' 0" 24—NOV-2003 1511 . Ir �� M `�� ® EXISTING FIRST FLOOR PLAN ADDITIONS AND RENOVATIONS ©LIVING DESIGNS 2003 JEFFREY A. BARNABY, CPBD SCIUTO RESIDENCE LNINC DESIGNS HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT A - 3 B DCERTIFIED PROFESSIONAL BUILDING DESIGNER 7O JOAN ROAD TO BE REPRODUCED,CHANGED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ^A �/ ANY ERRORS OR DISCREPANCIES FOUND ON THESE L TEL. 50e-88e=2747 CENTERVI LLE MA. 02XXX PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF v f LIVING DESIGNS PRIOR TO THE START OF WORK. r , _ - 42'-0" 1 ; 5.-8.. 6._6.. 5.--6.. 6.-6. 6:0.. X.-0.. �.-0.. 4'-6.. 4._8. 4._8.. 3_8.. • [ - -- 2 O i 4 — — — -- — I OZBr, \ F!I _I L_____ ____ ________ __ I : B CO FI D S NOT � C) N. LE BE. 1 I oN'RICE oY sE a'-o I A BITUMINOUS ASPHALT FINISH.ONMIN BEL W G E TYPI )io A 8"X i6'P.C.FOOTING 4'-0" I I M1-BEtBW-BRA6E—('T�'PICAL} I. c t 2 X 10 Ec 2 X 12 P.T Wo D EA 7 - 1 — — I I T. I I --- -- - 7 1/2" 0 CONC. FILLED L ----------- 0 I STEEL COLUMN N ______ _-_� — _J P.C. FOOTING TYP. ———— CAP I ' ..i..v,.i I I JL---- - -- • 3- 2 X i S V✓00 kllN. 0 �� 2 P:C. DUST 2' P.C. DUSI CAP �;. ( ) BEAM SHkLF 4' In h'1 0 � V.�ti � f r..T .1 0' 12 D. 0 D BEAM Efitd ______ ___J ti �k m � I 1: i i I ; 3- 2 X iD's��l y' I cc .. .. G . DZ8Z - 4' X 4' P.C. SLAB 0 CUT IN NEW BEAM POCKET CUT.IN NEW BEAM POCKETS #5 RE-BAR ® 12" O.C. U EMOVE BASEMENT WINDOW FOR CRAWLSPACE ACCESS \ _ `EXISTING FAMILY ROOM c , #5 RE-BAR ® 12" O.C. : .I4DDIOT OID ABOVE TO BE w o J .. N 00 I ---=-- ------ ------ - ------ --- -----' - - � 71 i EXISTING: BASEMENT `} O co Ld E V l C / i r#5 RE-BAR 0 12" O.C. ... OZBZ / OZBZ - n tl r� _ 8"P.C.FOUNDATION WALL WITH I F' I I �iIM I - A BITUMINOUS ASPHALT FINISH ON A B"X 16"P.C.FOOTING 4'-0' B� I I ✓` I :I MIN.BELOW GRADE(TYPICAL) ` B" P.C. WINO WALLS TO SUPPORT P.C. SLAB SLAB I I I O - 8" X 16" P.C. FOOTING 4'-0" MIN. BELOW GRADE--___AI I I if L— _ 72.-0.. 6.-8.. 1 I V/ ' w Q SCALE: ' DATE: PROJ. #: _J li % N �7 i_: J I!- N PROPOSED FN D. 8c 1 ST FL. FRAME '�4' —°" 24—NOV-2003 1511 II. ADDITIONS AND RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD SCIUTO RESIDENCE ©LIVING DESIGNS2003 A LNINC DESIGNS HEREBY EXPRESSLY RESERVES ITS - 4 CERTIFIED PROFESSIONAL BUILDING DESIGNER 70 JOAN ROAD COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANCED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL. 50e-8e8-2747 CENTERVILLE, MA. 02XXX PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF LIVING DESIGNS PRIOR TO THE START OF WORK. 42'-p•• i Y - 14' 0" 6'_7" 3,-0,. 4.. 2.-6.. 7.•-0.• 7._0.. .� .ell "T%6a324316-2 _ 59 463"10-2 59 13/16"Y 49 1,14 131 4- %49 1/4"R o (. HEAT-N-GLO 6000 DMODELIRECT � / f 6000 DIRECT�� k> ��• - I P VENT GAS FIREPLACE _ OR SIMILAR NEW DECK o NEW MASTER, . M N,EW F. I . 24 T iv — ; BEDROOM. 11/4 .I .a EXISTING EDGE OF DWELLING ( . ,<. 3 BREAKFAST BAR �l i OPTIONAL OPENING LVL WOOD BEAM ABOVE BY OTHERS ,✓%„', SH'N E X. Yid o \t N A6 OTHE 6� 1 1 L,— . ----------- - .... R �. 5' 6" 6 REMOVE'DOOR 2'-6' L' PATCH AND MATCH WALL LOAD ON BEAM = 7644 LBS - NEW 4 X 6 WOOD POST f ., SLOPED M - 1 % S) � x"O+,Z (OR 4-2 4 ! FLOOR ,' .)( f>Cj S �1'c I ;,1 I i' ,-J —NEW DOOR LOCATION U _ CLOSET ro 4,.ti. 3._6.. EXISTING WINDOW LOCATION TO REMAIN % OPTIONAL M •I Q EXISTING., Y(AL XT Po ".D00 E k o .. i - 4.-4" 3,-5„ 3 .. 2 6' 173" 7._5" 3` 7" U T � I CX 114 e I g6_06;BIFOLOj 4=0'g6'-06'8IFOLD NEW CABINETS ) 4'-10 JJINEW DOOR NEW DOOR ... ... i r_—_—___--_--, I 3 I I It 9 I 1 V111. L j I Qi 6' ) � tt_�. L------------------ -_- _- o II ------------------ - - -------- J.o • _———————— . .. gg — ,Mi I L LVII II�� II -_� SCALE:4f1=1'-0" 24-NOV-2003 PROJ151 1 . �� PROPOSED FIRST FLOOR PLAN ADDITIONS AND RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD CIUTO RESIDENCE ©LIVING DESIGNS2003 S CERTIFIED PROFESSIONAL BUILDING DESIGNER LIVING DESIGNS HERESY EXPRESSLY RESERVES ITs A -j COMMON LAW COPYRIGHT. THESE PLAN5 ARE NOT 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. 70 JOAN ,(ROAD/���//��//��// TO BE REPRODUCED.CHANGED OR COPIED. _ TEL.'soe-See-27a7 CENTERVI LLE, MA. OL/X/X/X ANY ERRORS OR DISCREPANCIES FOUND ON THESE PLANS ARE TO BE BROUGHT TO THE ATTENTION OF �F'' 6 LIVING DESIGNS PRIOR TO THE START OF WORK. .. .. 7 - CONT. RIDGE VENT' / -2 X 10 RIDGE BOARD 2 ^ OGE BOARD ' 2 % 6'S ® 16" O.C. (LOCATED IIJ UPPER 1/3) I • CONT. RIDGE VENT -E I - 2 X 6'S ® 16" O.C. L T2 __--- __ t2 -TYPICAL ROOF CON5TRUCTION • 2,X 6 COLLAR TIES @ 16" O.C. r -•�._ f F 6 ASPHALT ROOF SHINGLES OVER 2 % 8'S ® 16" O.C. 12 12 APPROVED SHINGLE BACKING OVER U 6 1/2" EXT. PLYWOOD (FIR) OVER 12 12 12 70 10 ROOF RAFTERS (TYPICAL) �6 3 w. r - 9 R- -F.D. NSUL. 2 X 8 S ® 16 O.C. 9"-R-30 F.G. IN UL. 2 X @ 16 O.C. " 6 " 30 F S ,e'uL. s's SKIMCOAT PLASTER OVER 1/2' - SKUdCOAT PLASTER OVER 1/2' - BLUEBOARD OR 1/2"GYPSUM BLUEBOARD OR 1/2'GYPSUM OVER 1 X 3 STRAPPING @ 16'O.C. OVER I X 3 STRAPPING 0 16"O,C. TYPICAL WALL CONSTRUCTION • I; (TYPICAL CEILING FINISHES) WHITE CEDAR SHINGLES®5 1/2 T.W. (TYPICAL CEILING FINISHES) MASTER BEDROOM MASTER BATH OVER"1Y4ECK'OVER 112'EXTERIOR FAMILY ROOM 2 is 4 BLARING WALL----. 0 16"0 OVER 2"x a x D 1 STUDS OM LAUNDRY ENTRY � ®16"O.C.WITH 2 TOP AND 1 BOTTOM �� `� i •. - `EXISTING d. 3 1/2" R-13 F.G. INSUL. 3 R-13 E.G. INSUL-, 3 1/2' R-13 F.G. INSUL. - PLATE T 8 1/2"STUD WALL 1/2" 6" R-19 f.G. INSUI_ 6" R-19 F.G. INSUL MATCH EXIST -3/4"7 & G PLYWOOD SUBFLOOR 3/4"T& G PLYWOOD SUBFLOOR FL.'HEIGHT� P.T. 2 X26 SILGL.SW/ S16LL O.C. 2 1 S @ 16"D.C. P-T,U(.�2?% 6 SILL W/S SILL16" O.C. — _ I X x o's ts" o.c. j b GLAV. END. SILL STRAPS @ 32"O.C. 3- 2 X 10'S WOOD BEAM j 6 CLAY. FND. SILL STRAPS @ 32" O.C. d d d b EDGED CONC. A MIN. OF 12" IMBEDDED IN GONG. A MIN. OF 12" MB j 31/2"ON GONG. FILLED STEEL COLUMN-, - / u 2" P.C. DUS7CAP� �- 2" P.C. DUSTCAP / , 2" P.C. DUSTCAP) 2" P.C. DUSTCAP �F \ c / b 8" P. FOUNDATION WALL /,i �,HT-,• l 3. 8 P.C. FO LL O 30 X 30' % 10" P C FOOTING vt• - ... ! J ..':' UNpA `WA `ply, EXISTING 10 ?. .. c / v I 8" X tG" P.C. FOOTING y, -! _ ,I�,;F ,f, 8 X t6" P.C. FOOTING-a x-. t� `I P C1 FND J SETION:" > �'/ - 1/4" 0 1/4" 1'-0" EC SECTION. C S T-ION D _ ll - C _ 1/4„ 0„= 1 = 1 0 .1/4,. A AIB t _ FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TYPICAL LUMBER NOTES I GRADING MODULUS _ - - - - JOIST TO SILL OR GIRDER, TOE NAIL 3- 8D GRADE RULES of ?; _ OF AGENCY ELASTICITY I I ;1 I STOOD OASO SOLE PLATE OR BLOCKING 16D @ 16" O.C. EE - 30)ES 'E STUD TO TOP LATE 2- 6 900E-7.OE 2 MACHINE 000,000 1 D S P 1 D DOUBLE STUDS FACE NAIL 100 @ 24 O.C. MIN. i200F 1.2E RATED .zao,000--_::: _ (s IN I III I ] 3 a BUILT-UP HEADER TWO P ECCS W 1 "13so ,.3E UMBER. 300.000. • _ I. _— - -.-... =i - 1 6 @ _ _"j 450E 1 AE_.. ..1_3 4. .._ 2 %4 i,J00,000_.. '- I 2" SPACER D 16 O.C. @ EDGE _ r-- =V CEILING JOISTS TO PLATE, TOE PLATE 3- 8D 1500E 1.5E i z,3,.4.-__ AND a00000 - ....i 65 F 1 R R O CEILING JOISTS TO PARALLEL RAFTERS 3- 10D Nal1-1 lumber 0--Aufb R,;Mo<bine Roletl Lumber,2 i a y W�tler E ---- �- '--,t RAFTER TO PLATE, TOE NAIL 2-16D N z semnero Pie ms-i..euae,,:Mamie Reted Lumber,2 - 111114 NOTE 3.West Coosl Lvmber Inspect on Bureau:MocFine Rated Lumber,2 x a&. w OVER Y �-- _1 I L_ _ �- _ BUILT-UP CORNER STUDS. 1 OD @ 24" O.C. ., w�ae. M.--Rdled J-1,.2.s m w- a RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D w=elere weds P,od ae .e mdA Md< a Rdled camber z.. d came. Q RAFTER TIES TO RAFTERS 3- 8D ) r = t x1ro RIDEGE I EASTERN WOODS(surfaced dry or sur(dced green) /+ r--,-_ �- --{�•�� _ 3 4 . SUB LOOR TO JOISTS (EDGES) _ 8D @ O.G. SPECIES OR GRADE SIZE •MOD.OF.EIASEICffY-E- ` - _ C�� j l_ 1 r_ i F SELECT STRVCTURAL- __--_1,100 000 _.._- _________ ;; SUBFLOOR TO JOISTS (INTERMEDIATE) 8D @ 12" O.C.I �----- r- - ' iL --t II ` 1,�,2 SHEATHING TO STUDS EDGES 8D @ 6•' O.C. Tao-z AaPEAr_ - nNo'. L JL M SHEATHING TO STUDS INTERMEDIATE 8D @ 12 O.C. STUD -- -'900000 Gam, I STU 3 WIDER 900.000 ---- )i 1 2 SHEATHING TO STUDS GABLE WALLS 8D @ 6. O.C. ------------ >r T M l I, 'I -2 X BRIDGE GGARD. 'I - GENERAL NOTES' 'I" I' c 1.) SLATERS PAPER OR 'TYVECK"TO BE USED ON ROOF AND SIDEWALL - 4 I I---1.E A L_R �J C H E U L E 2.)BASEMENT UTILITY,WINDOWS AS PER STATE BUILDING CODE 27'OF FLOOR SPACE D D ( _ SUPPORTING ROOF ONLY SUPPORTING 1 STORY ABOVE SUPPORl1NG 2 STORY ABOVE. 3.) PROVIDE GUTTERS AND DOWNSPOUTS.AS REQUIRED 1 it L ,.,,., SIZE OF HEADER MAX, LENGTH MAX. LENGTH MAX. LENGTH 4.))PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS -- '"„ -'L ---__--�€ ' - '_-- -5- -- - J - 2 X 4 S 4'-0" N q N q 5.) PROVIDE CROSSBRIDGING @ MIDSPAN OF ALL JOISTS AS REOUIRED - ' V' '� 2 - 2 X 6'S 6'-0" 4'-0" N/A 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED 1 2 - 2 X B S" 8'-0' 6'-0' N A 7.;ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE - ( 2 - 2 X 10 S t0'-O" 8'-0" 6'-0" 8.)THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, c 1 I THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND C REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. O a U i ROOF FRAMING w 1/8" = 1'-0" �. > �, SCALE: DATE`. PROJ. #: J \`� � IN I��IILES [� I[FL�o LOD AS NOTED 24-NOV-2003 1511 ABUILDING SECTIONS 1 ADDITIONS AND RENOVATIONS SHEET #: JEFFREY A. BARNABY, CPBD CGS LIVING DESIGNS 2003 S C I U TO RESIDENCE, LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS CERTIFIED PROFESSIONAL BUILDING DESIGNER COMMON LAW COPYRIGHT THESE PLANS ARE NOT 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. Lop 70 JOAN ROAD TO BE REPRODUCED.CHANGED OR COPIED. L(, IF CENTERVILLE, MA. O2XXX ANY ERRORS OR DISCREPANCIES T TO FOUND EN THESE OF v TEL. 508-888-2747 PANS ARE TO BE BROUGHT TO THE ATTENTION OF LIVING DESIGNS PRIOR TO,THE START'OF WORK.