Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0277 WEST BAY ROAD
�� a f'' xn t C. r� h �l� it s i t, C 1 �"a Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MASSp Posted Until Final Inspection Has Been Made. Permit i6sQ. 18" �° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2793 Applicant Name: Russell Cazeault Approvals Date Issued: 08/28/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/28/2020 Foundation: Location: 277 WEST BAY ROAD,OSTERVILLE Map/Lot: 116-110 Zoning District: RC Sheathing: Owner on Record: RAGOSA,C JERRY&RAGOSA, MARY M TRS Contractor Name: PAUL J. CAZEAULT&SONS INC. Framing: 1 Address: 277 WEST BAY ROAD Contractor License: 103714 2 OSTERVILLE, MA 02655 Est. Project Cost: $23,725.00 Chimney: Description: Remove and dispose of current cedar shingle roof. Install new cedar Permit Fee: $ 121.00 shingle roofing system. Insulation: Fee Paid:- $ 121.00 Project Review Req: D Date: 8/28/2019 Final: Plumbing/Gas Rough Plumbing: Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afiePIAMme. Final 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. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: 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 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 FireOfficials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site / Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t�� Final: PROJECT . I NAME: �C Yi6"l0-k YlS ADDRESS: 9 q 1^7 CL) SGY PERNIIT# PERNIIT DATE: 1 0�2 H c M/P: . 1 ��2 1 I l 0 LARGE ROLLED PLANS ARE IN: BOX D S I .SLOT �l l lea Data entered in MAPS program on:. BY: q/wpfiles/forms/archive PROJECT I NAME: ADDRESS: L�08 J PERAIM 20(7 d PERMIT DATE: j(7/ (q I M/P: / D LARGE ROLLED PLANS ARE IN: BOX G S - ' SLOT Data entered in MAPS program on:. 4e- /a / BY: i q/wpfiles/forms/archive IKE Town of Barnstable Building Department - 200 Main Street BARNSTABI£. • Hyannis, MA 02601 9�A b� A,�� (5081862-4038 rFn nna'� Certif icate of Occupancy Application Number: 200804953 CO Number: 20080389 Parcel ID: 11611.0 CO Issue Date: 07/16109 Location: 277 WEST BAY ROAD Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: NELSON, THOMAS A. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 71/(e/off BuiVding�Doepartrnent Signature Date Signed oFVe TOWN OF BARNSTABLE ' Building o g IApplication Ref: 200804953 BARNSTABLE, * Issue Date: 10/16/08 Permit 9 MASS. dp 1639• ��a Applicant: NELSON,THOMAS A. Permit Number: B 20082172 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/15/09 [Location 277 WEST BAY ROAD Zoning District RC Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 116110 Permit Fee$ 642.60 Contractor NELSON,THOMAS A. Village OSTERVILLE App Fee$ 50.00 License Num ' 009889 ' Est Construction Cost$ 126,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT AN ATTACHED SINGLE CAR'GARAGE WITH BEDROO THIS CARD MUST BE KEPT POSTED UNTIL FINAL CHNGE 1 ST FL BEDRM TO FAM.RM,NEW DORMERS,BATH 2ND FLOOWSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RAGOSA, MARY M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 838 INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THEftqb69THtR TEMPORARILY ORPERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. . PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS I,O,GUAR-ANTY FUND(asset forth in MGL c.142A). 'lamf BUILDING INSPECTI/O'�N APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 +6•�eD �l/r�3la€�o�. 1 �t>s cl� ����` - 1 G (/l �� . z � � f/ 2 1, 2 mad 71�1 �.r-- ?/ - 3 ?A40;;W6 Pz; 'tt- 1 Heating Inspection Approvals Engineering Dept Sy!'a 0 i=h Fire D1 �g 2 Board e I P" ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1110 Parcel 1 () Application# c �WY6 J 3 Health Division Conservation Division — Permit# Tax Collector Date Issued _ Treasurer Application Fee 0 Planning Dept. Permit Fee ( )C? Date Definitive Plan Approved by Planning Board (:02) )Okla Historic-OKH Preservation/Hyannis Project Street Address ��(741!� Village �5"� rQ u►I M A 0 Z LB�S A ' Owner Mi�• 4 r.Tr r,k Ar os Address 1p�(�� (lT►dR, W.H. 1400 Telephone :5o s ' q 2 o Per it Request � 4c� lzl� *edrew rn.4 b® lirr nge, dZW11S;9.'4 J%f I-,S k)C-1A lb t-gaIM000 k% Agm,L#400M,A140 P—OMPO d Aloor lvm0` Square feet: 1 st floor: xisting)7,310 proposed tF0 2nd floor:existing proposed 146 Total new 7�6# Zoning District Flood Plain 2 Groundwater Overlay Project Valuation 000 Construction Type IVO0A r-rame Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family '4�' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes *o On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full XCrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) C2 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 13 new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing to _new r First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other Central Air: Wes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing �rt2w size'"-�'"�-Pool:❑existing ❑new size Barn:❑existing El size Attached garage:❑existing gTew siz/ 4Mhed:❑existing ❑new size Other: a p m Zoning Board of Appeals Authorization ClAppeal# Recorded❑ C Commercial ❑Yes No If yes, site plan review# W MY Current Use �/1 G� Proposed Use $ _ . BUILDER INFORMATION •• Name �� � soo (LfR'�'(�G�'ii,�.Ov. �J(, Telephone Number 09 "� Address 1 1 Z- F'1 A-)_Z) Z License# C S 9 1K8 q f o sOX `1 ,q 1 Home Improvement Contractor# o a I +4QI ►I �S Worker's Compensatio`nn# WC0319003 ALL CONSTRUCTION DEBRIS RE FROM THIS PROJECT WILL BE TAKEN TO IS maA_ SIGNATURE - DATE 9 1al-to o y s i5 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED y MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION (�►'mil .Y7"' . FRAME mil 69 L_ cuk-)1I22lb9 AlL INSULATION Oi� FIREPLACE ? ELECTRICAL: ROUGH FINAL 'PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN,NO.. Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No. 29733 428-3344 428-0040 fax 428-3115 e-mail:PSWPE@aol.com January 20, 1998 Mr. Michael Colarusso 289 West Bay Road Osterville MA 02655 Re: Flood Plain Assessment 277 West Bay Road Osterville Map 116 Parcel 110 Dear Mr. Colarusso: Please find attached a Composite Plan combining the FEMA Flood Plain Map and the Town of Barnstable Assessors Map. As you can see the house and the proposed additions are not mapped within the 100 year floodplain. The FIRM has this lot mapped as a Zone B. If you-have any questions please feel free to call. truly yo , Peter Sullivan PE Sullivan Engineering Inc. _____.__.-.— M of [BARNSTABLE PETERSULLIVANN0.2973351998 CIVIL CO*!SERt�ATION Members of American Society of Civil.Engineers, Boston Society of Civil Engineers to UW .is i. .;.`:.. •. :ti .i. :. IM In ATAC. JIAC .`::.. !<��: •.�: •u,' ��'IAIi•;"i;'.i. "mot •'•s. s•. . ...< �r:••• .,.,.,;....:� .•.,;'� MA iRt? ixi F :kr :• .:^ "?� i8' •::�^. ,Y is ' �.; :x •'.,.,` : 1<Sai ,. "•: ;�1' �.`^:•':K'� •4 •>:;!'i':••'i�`.;A.. .;<:.<.. ::ytii:•y�„J�'.X> �.• .�. :, :ra...a; ;•ma's::<A::;i•� � v �; >f�%� � , Arta' .�.. :' •>frx�:. ��..So..: ,` ..::.• <:•���le::. '';� '. :t ice'•-'-� I� •���.' ��. �' �••;�, �•: xkV .i'' ' ' <j)S '•:..is ':'�?y..'b,, � '.�' .�:, '• :^�f...%•. �j 10 rn :��.'<- Zvi.` r':::�'�;:''•:: �r .k. ;� [` •y: ,a. 2•)}':YF. .;'Rv ':t,.':• .e..y7��3J\'`:' �,c>, 4`.'c('"���il.'•,.)., ` , `2•. 'v >tf� .b. ➢, `t7,, ,,<,�:34 .>���.�` ::02.: ..:`�i•>.o., :i%>.;!+ .>.k.<� .,.�.a•1.',:)�3Y:< .;.Q.t ::R'r` ^,fc.•' Y;3!' .:i• .:<• .Z;Y).• ;aE 22i �/•vYt':..7 "'V: ,•:.Cr:': t3::!�' :. '�'' '':i.'.���1�!<'�y�. v*tit:� v,v%:Y': :•��'+.ZJ.,�Y: . ''�'"•'Ip�'2•'•:.ti.:?:'S� '�'>:.' '.;•u.:)?6.' •,4..a:�: .,o� .Elk %:� e� „iy %t€k::�roY:A q'•:^��...ri ek:.':•Y )i".. :'•'>.'+ "�a Y• J S•S ff:• t•::!x•. vt• R)• \�•:L•':• r.jG•..; i``•'wy.'4�'+• :.:a,,v+v� .1 ..' .yt. .,-r.<Y...Y,xx,'i,!4,vs.-� ... ^. '•�i".c°:ti::+�:?.31:i::.:, •:a::'3.�'S`.:;i�.ir:Y'C.%�:;�,�i't :.iv Map 116 Parcel 110 FEMA/ Assessor Composite FIRM Panel No. 250001 0016 D 'a OF 277. West Bay Road, Osterville Map Revised July 2, 1992 pip SULLIVAN Sullivan Engineering Inc. ---.- qu NO.29733 � 7 Parker Road, Osterville 02655 CIVIL (50.8) 428-3344 ilk- ., _ 5 1998 NSERVATION �� 'ZZt 199a 08: 35 Thomas Nelson 508 428 4971 P_Ol T. A. NELSON CON.STR UCTION CO., INC:. .1112 MATH STREET STF.. 12 PO BOX 749 OSTERVILLE, MA 02655 PHONE: 508.428.7801 FAX: 508.428.4971 From: Nancy Kelly by Date: . /x • Z o Office Location: Office Location: 1112 Main St. Osterville,MA Phone: Phone: 508-428-7801 Fax: . 1 J . Fax: 508-428-4971 ❑ Urgent. ❑ Reply ASAP ❑ .Please comment ❑ Please review ❑ For your information Total pages, including cover; Comments: oe_t,-1 i-08 08: 35 Thomas Ne 1 son 508 428 4971 P_ 02 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No, 29733 .428-3344 428-0040 fax 428-3115 e-mail:PSull Kce�aol.com January 20, 1998 Mr. Michael Colarusso 289 West Bay Road Osterville MA 02655 Re: Flood Plain Assessment 277 West Bay Road Osterville Map 116 Parcel 110 Dear Mr. Colarusso: Please find attached a Composite Plan combining the FEMA Flood Plain Map and the Town of Barn stable.Assessors Map, As you can see the house and the proposed additions are not mapped within the 100 year floodplain. The FIRM has this lot mapped as a Zone B. If you have any questions please feel free to call, su truly yo , eter Sullivan PE Sullivan Engineering Inc, -.. NOF PETER [ SULLIVAN ` r.a II NO. 29733 RA IR,N Members of American Society of Civil Engineers, Boston Society of Civil Engineers Oct—l!v-O8 08: 36 Thomas Nelson 508 428 4971 P_ 03 I nV, s i > Y�`i i.`• N. • AtLt. f �• .. ter.-`•`t.;�'/�R''• '' :.%, � �i � b .ic: e'�'. :.lR�''Y=as' ••`!• ,Ik:3.':••••:..M::•..ro.,,x�: .� �'„a •.`.,•� „ <.. fir' >.•^f'•�. %�.� :Sa�:�^��' '`�`",,.. ;tr,�,e.n�s''��. lv .> am iv Map 116 Parcel 110 FEMA/ Assessor Composite FIRM Panel No. 250001 0016 o r'►Of:!�14 277 West Bay Road, Osterville Map Revised July 2, 1992 PETER % SULLIVAN Sulllvan Engineering Inc_ - 3 N0.29733 7 Parker Road, Oster vIIIe -02655rn:. :._ CIVIL 4 (508) 428-3344 SFRVATInN �,J Zz, 1998 'A PVC Guide to Wood Construction. in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 0 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...................................... p Wind Exposure Category...............7.............................................:.... ........................................................:....B 1.2 APPUCABIUTY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I- stories s 2 stories Roof Pitch ......................................................(Fig 2)...........................................177- 5 12:12 . .................... Mean Roof Height ... ... ........... .(Fig 2)...................... ft <33' Building Width,W ...............(Fig 3).................................... ' Building Length, L ..............................................................(Fig 3)............................................... ft s 80' BuildingAspect Ratio ....... ...... (Fig 4 <3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).................................................��5 6'8" . 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete...........::............................................................:.................................................... �L ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing-general................................. ........(Table 4)............................................... in. ✓ Bolt Spacing from endroint of plate ............................(Fig 5)....................................... 17i 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 Y." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....... ........................... Maximum Floor Opening Dimension...................................(Fig 6)..................................*j)Jpk•......_ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).........*"41/*.................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................whk......._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................Vift........ ft 5 d Floor Bracing at Endwalls (Fig ).............:. Floor Sheathing Type ........................................................(per 180 CMR Chapter 55).................................... Floor Sheathing Thickness ........................:.......................(per 780 CMR Chapter 55)............I........; in. Floor Sheathing Fastening.......................................:..........(fable 2)...L d nails.at_12min edge ib field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......:..................... 7- ft 510' Non-Loadbearing walls................................................(Fig 16 and Table 5)........................... ft's 20' _ Wall Stud Spacing ........................................................(Fig 10 and Table 5)..... . ... .......f •�n.5 n 24 o.c. Wall Story Offsets ........................................................(Figs 7&8)................. ��................_ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2xj-1 ft.9 in. Non-Loadbearing walls...:............................................ able 5 - • n. Gable End Wall Bracing' / Full Height Endwall Studs............................................(Fig 10)......................................I................ ......... ✓ WSP Attic Floor Length....................I............................(Fig 11)..........................................:... ft ZW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft i'0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. ................................ or 1 z 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................... ft Splice Connection(no.of 16d common nails).............(Table 6)...........................................................(a- 7�?r ` .AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checldist for Compliance(780 CMR530t.2.1.1)' Loadbearing Wall Connections Lateral no.of 16d common nails ...............................(Tables 7 ....................... Z Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(fable 8)........................................................� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans able 9 a ft in.<_11'p ........................................................(T ).................................._ Sill Plate Spans ........................................................(Table 9).:................................_ft_in.511' Full Height Studs (no. of studs)...................................(fable 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table ) Header Spans.............................................................(Table 9).................................. ft_ in.512' Sill Plate Spans............................................................(Table 9).................................. ft in.5 12" Full Height Studs(no.of studs)..............................:.....(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. 5 6'8" SheathingType.............................................(note 4)...................................................... w4e Edge Nail Spacing ....... able 10 or note 4 if less Field Nail Spacing...:.....................................(fable 10)................................................. [1:in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.................. .( 5 6'8" ..................................................... D SheathingType...................:...................... (note 4).............:........................................ [ Edge Nail Spacing ........... able 11 or note 4 if less ....................... in. Field Nail Spacing............................... (fable 11).................................................._j,.1, —6� In. Shear Connection(no.of 16d common nails)(fable 11)........................................................ Percent Full-Height Sheathing................:......(Table 11).....................................................-7-°° _tL 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).....:....... 4 a ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.. ...................(Table 12)............................................U=-4q plf f Lateral.............................................(Table 12)...............:.............................L=—M plf Shear..............................................(Table 12).......................... ........:......S=-.I I Of Ridge Strap Connections,if collar ties not used per page 21... (Table 13) Ar...............T= plf Gable Rake Outlooker.......:.................................(Figure 20)........Nj.j�r ft s smaller of 2'or U2. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors F Uplift................................................(fable 14)............... 1 ... . .... ..... U= lb. Lateral(no.of 16d common nails)...(Table 14)..............vl.Qf................L= Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ..............................................Wein.Z 7/16"WSP Roof Sheathing Fastening...........................................(fable 2).......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. . Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b i 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. REScheck Software Version 4.2.0 Compliance Certificate Project Title: ADDITION AND RENOVATION TO EXISTING Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 277 WEST BAY ROAD TA NELSON OSTERVILLE,MA 02655 Compliance: Passes Compliance:19.8%Better Than Code Maximum UA:217 Your UA:174 Gross Cavity i Cont. Assemblyor or D•• Perimeter U-Factor TOTAL ADDED CEILING:Flat Ceiling or Scissor Truss 1009 38.0 0.0 30 TOTAL ADDED WALLS:Wood Frame,16"o.c. 1344 19.0 0.0 70 TOTAL WINDOWS:Wood Frame:Double Pane with low-E 152 0.340 52 Door 1:Solid 21 0.280 6 FLOOR OVER GARAGE:All-Wood Joist/Truss:Over Unconditioned 495 30.0 0.0 16 Space Furnace 1:Forced Hot Air 78 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory-requirements listed in the REScheck Inspection Checidist Name-Title Signature Date I Project Title:ADDITION AND RENOVATION TO EXISTING Report date:08/26/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ TOTAL ADDED CEILING:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL ADDED WALLS:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS: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: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: Floors: ❑ FLOOR OVER GARAGE:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: (3 Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: 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 wam-t-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 dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least 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 rated UL 181A or UL 181B. I Protect Title:ADDITION AND RENOVATION TO TIN Re EXISTING G port date:08/26/08 Data filename: Untitled.rck Page 2 of 4 L_ txcepuuns: 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 provided. Service Water Heating: 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. Circulating hot water pipes are insulated to the levels in Table 1. 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 dock. 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. Project Title:ADDITION AND RENOVATION TO EXISTING Report date:08/26/08 Data filename: Untitled.rck Page 3 of 4 �eu�c i. mnn.nuu.nray.ouv.. .•..v...".......... ........._..••a•--- ------ - -r-- Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts He9ted Watef 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 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. 2"Runouts I"and Less 1.25"to 2.0" 2.5"to 4" Piping System Types Range("F) Heating Systems 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 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:ADDITION AND RENOVATION TO EXISTING Report date:08/26/08 Data filename: Untitied.rck Page 4 of 4 I Uniformly Loaded Floor Beam[AISC 9th Ed ASD]Ver:6.00.5 By: , on:08-25-2008:08:27:03 AM Project: RAGOSA-Location:GARAGE BEAM This analysis was generated by an evaluation version of StruCalc 6.0 Summary: A36 W 10x22 x 16.0 FT Section Adequate By: 166.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.15 IN=U1292 Total Load: TLD= 0.23 IN=U826 Reactions(Each End): Live Load: LL-Rxn= 2760 LB Dead Load: DL-Rxn= 1556 LB Total Load: TL-Rxn= 4316 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.66 IN Beam Data: Span: L= 16.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.5 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 345 PLF Beam Self Weight: BSW= 22 PLF Beam Total Dead Load: wD= 195 PLF Total Maximum Load: wT= 540 PLF Properties for:W10x22/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.17 IN Web Thickness: tw= 0.24 IN Flange Width: bf= 5.75 IN Flange Thickness: tf= 0.36 IN Distance to Web Toe of Fillet: k= 0.66 IN Moment of Inertia About X-X Axis: Ix-- 118.00 IN4 Section Modulus About X-X Axis: Sx= 23.20 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 1.52 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.99 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.38 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66'Fy: Lc= 6.07 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 39.38 Limiting Web Height to Thickness Ratio for Fv=.4`Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv-- 14.4. KSI Design Requirements Comparison: Controlling Moment: M= 17264 FT-LB Nominal Moment Strength: Mr- 45936 FT-LB Controlling Shear: V= 4316 LB Nominal Shear Strength: Vr- 35148 LB Moment of Inertia(Deflection): Ireq= 34.28 IN4 1= 118.00 IN4 / P.01 WEST BA Y ROAD �=4D9 B6' f A. AFAI 1e�ll o 33 0' Vt02 ,2 •13.0 MUNDAMV �15 A•A! 116/IP1 57.0 6 A.JII. !I6/10q 16.Of RI. a r�• .21.00 o/ ?19� �35 g8•9 S'78'13'9,2"E oav 2oNE FOUNDA TtON CERTIFICATION T fi'N.OS'TE'R VIf.LE .SCALE.•1"=30 QN N N I CERTII�'Y MAT T1,fE ABO VL' P REF. B� 1P5 B3y8 ELEt AV UNDA TION IS LOCATED ON All of YANKEE SURVEY CONSULTANTS ?HE GROUND AS SFIO#'N, AND P. 0 BOX 265 ITS POSITION -1201M___ PAUL tw' UNIT !, SOB INDUSTRY ROAD CONFORM/ ?10 THL' ZONING LA jy EW a SL'TBACA- REQUIREMENTS OF y, JIIARS7i�N.5' MILLS, MASS 02648 B 1_V � .._�_ E�! TEL• 428-0055 a F.4A' 4�0--5553 _ PA I!L A. HERlTfIEig' _ roe oA TF ',(.?lZ98 tvuMa"5J337FND "AR, 04 98 (wF.D) 1 4; 3fl CC.V,�1rJNICATION' N.:20 PACE. _ 7 '30bd 9506 9b6 Rol, �7.THTnn,gv nrWW 4.q:0t (n.-:.r) AA ,n 'wdw The Commonwealth.ofMassachusetts Department of Industrial Accidents d Office of Investigations {� l 600 Washington Street Boston,MA 02111 www.Mass.gov/dia Workers' Compensation Insurance Affidavit: B.uilders/Contractors/Electricians/Plumbers Applicant Information e k' Pleas Print Legibiv Name (Business/Organizatior0n&idual): T- �- IV E1So/J Address: ' . Q o S-r 4 l -z- City/State/Zip_6'S 2611r, 1� - C4�2S_) Phone #:. Are y n employer.? Cbec the appropriate box: Type of project(required): 1.er,am a employer with W 4. ❑ I am a general contractor and I employees(full and/or part-time),* have hired the'sub-contractors 6., ❑Ne nstra.ction 2.El am a sole proprietor or partner- listed on the attached sheet.t 7• emodeling ship and have no employees ' These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp:insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its requiied] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions . myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. !am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site nformation. assurance Company Name: Co •. 'olicy#or Self-ins.Lic.#:_ Expiration Date: l d ob Site Address: 7—7-1 0 A rx"l Rot ` City/State/Zip:0&_KAi g PA Q3 j attach a copy of the workers' compensation policy declaration page(showing the-policy number and expiration date). ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ine 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 if up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of avestigations of the DIA for ins ur erage verification. do hereby certify under s; 4TM bt' of perjury that the information provided above is true and rect Date; 2o19 'hone#: Official use only. Do not write in this area,_to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuiIding Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: - -Information and Instructions 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 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,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any Qf 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." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply s'sb-contractors)name(s),address(es)and phone number(s)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 number 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 permit/license applications in any given year,need only submit one affidavit indicating current policy.information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home oyraer or citizen is obtaining.a license or permit not related to any business or commercial venture (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 Co=onwealth of Massachusetts Dgpaxtmgnt of Industrial Accidents Mee of Investigations 600'Washington Strmt Bost0h,MA 02111. Tr 1, # 617-727-4900 ext 406 or 1-977-MASSAFB Fax.#617-727-7749 Revised 5-26-05 wwwma-ss.gov/dia IHME rq� ti , ABM ; Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Dffice: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ro I as Owner of the subject property , l P P t9 hereby authorize !V C-lSoO C-&f\5--�(1,c+g4- 0.6, C to act on my behalf, in all matters relative to work authorized by this building permit application for: Z`1 o v : qk C2�" s (Address o Job) L Signature of ner Dat fi Iz y �D Print Name Q:Forms:expmtrg Revise071405 i Client#: 18226 2TANELSON ACORDTM CERTIFICATE OF LIABILITY INSURANCE 09/08,8°"""'' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Star Insurance Company T.A.Nelson Construction Company,Inc. INSURER B: P.O.Box 749 INSURER C: 1112 Main Street-Suite 12 INSURER D: Osterville,MA 02655 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE(MMIDDIYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WC0378003 08/11/08 08/11/09 X WC STATUS OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT s500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEEI s500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Thomas Nelson is included under the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived',or extended the (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Mr.&Mrs.Jerry Ragosa DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 277 West Bay Road NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Osterville,MA 02655 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 3 #53529 LS1 © ACORD CORPORATION 1988 ✓/ze i�anirrwozuseai /�aaaa�uraPtla . Board of Building Regulatlams and Standards Construction Supervisor License Y - Licen CS 9889 t• k r & _' Tr# 25107 _ E�piratt:_ _�/28/2010 ^;rFtes�itti'on�00� ' THOMAS A NEL$OCV:u PO BOX 749 - OSTERVILLE,MA 0265'5 Commissioner /t k"ro ,,� ul ng gul�o Asa an s One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 9889 I _ Restriction: 00 r .. Expiration: 5/28/2010 Tr# 25107 THOMAS A NELSON PO BOX 749 - OSTERVILLE, MA 02655 _ } , Update Address and return card.Mark reason for change PS-CAI i^, 5OM-07/07-PC8490 ❑ Address L_ Renewal ' ' Lost Card it Boar o uil g e in uIao ons a n �hars g One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement,Contractor Registration Registration: 110216 - Type: Private Corporation Expiration: 10/9/2010 Tr# 274927 T A NELSON CONSTRUCTION CO:INC . THOMAS NELSON - P. O. BOX 749 OSTERVILLE, MA 02655 _.. .......... ...._ _ _____ Update Address and return card.Mark reason for change. ( 1 Address �J Renewal ( Employment f'J Lost Card DPS-CA1 0 50M-07/07•PC8490 Boao u eioefs an ash License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 110216 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Expiration:`1.0/9/2010 Tr# 274927 Boston,Ma.02108 Type:: Private Corporation 41 T A NELSON CONSTRUCTI0N-CO INC THOMAS NELSON 1112 MAIN ST#12`: Q.,OSTERVILLE,MA 02655., =' Administrator Not valid without signature Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No. 29733 428-3344 428-0040 fax 428-3115 e-mail:PSull PE@aol.com January 20, 1998 Mr. Michael Colarusso 289 West Bay Road Osterville MA 02655 Re: Flood Plain Assessment 277 West Bay Road Osterville Map 116 Parcel 110 Dear Mr. Colarusso: Please find attached a Composite Plan combining the FEMA Flood Plain Map and the Town of Barnstable Assessors Map. As you can see the house and the proposed additions are not mapped within the 100 year floodplain. The FIRM has this lot mapped as a Zone B. If you have any questions please feel free to call. Ptruly yo eter Sullivan PE Sullivan Engineering Inc. +�OF FIr sull vAt� N�N0.2s733 51998 civl� y 1,14 . BARNSTABLE CONSERVATION Members of American Society of Civil Engineers, Boston Society of Civil Engineers %ia �• zf; IL Tri AU Ekqo ny`'r.�,l�/..i;i�., ::t'� ':t.<R;;,t:. ^,;,;o,'w:� ^X,�e�•; C� V:. � �y %..yt,} Sitt: :n;++ :.A•'.:n•. r M.y0•'.t>.':''T.2,,/.� :Z+C Wl y ♦ ►t'.+' ►G •,� '.'�i .. ��.� .%ik: n•:Thy• ,�� � D>rn ,., :.:. + _Map 116 Parcel 110 FEMA/ Assessor Composite FIRM Panel No. 250001 0016 D aOF 277. West Bay Road, Osterviile Map Revised July 2, 1992 p ER SU IVAM `rn Sullivan Engineering Inc. N0.29733 7 Parker Road, Osterville 02655 �a�R��tie (508) 428-3344 - FEB 5 1998 O - CONSERVATION ��,� ZZ, 1998 P.O1 r II E'S r BAY ROAD dz R-a0�Be' . f p� A.1�f. 11,61 10 n � A�IKM1M! 33.p' 2. 13.Q g /bf1NDA9p17N V A.Af IIB/Ip1 570, y A.J�f. 116/IO8 16.0' `�0.7�I A Z1.0 � ca Ng�,'S442 � I r177"' ZONE' ,��_'y F®U1 rDA TI®N CERTIFICA TI4N S"TER vILLSCATIFY Rim THAT TIIE ABOi�E .ATION IS LOCATED ON w YANKEE S41RVEY CONSC/LTAN7S ROUND AS SHOWN, AND P a BOX a85 SITION_ _ _ �`��' UNlT 1, SOB INDUSTRY ROAD R�/ TO TR INC-- Av � c ► aK Orj�RE1{IENTS OF �ll.4R,5"70N.SdLLS; Al.4SSS TEL' 4Z8-0055 �.t�, � __--_ � FAX.• 4Ed-5553 A. ArmrrIYE� JON DATl �' .4LIZ98 Nuue 51337F1YD MAR• 04 ' 9$ (WEO) 1 4 0 3© CCN.h1JNI q ATI ON Not 20 PACE. I 7 3�dd 9506 T9tP6 e-- off'.. said?oossy (_r,H:r) e6 . 50 -ddw s 4' `c Doreve Nicholaeff ArchiteH February 23, 1998 Ralph Crossen Barnstable Building Inspector 367 Main Street Hyannis, MA 02601 Dear Ralph; I understand a building permit was issued to Colarusso Builders for the property owned by C. Jerry Ragosa and located on West Bay Road. It is also my understanding that this permit was issued based on my drawings. Please know that I am no longer on the job and have not been for several months. As a result, I am not sure what is actually going to be built. Sincerely, &OV.,4Z IV&&_1e Doreve Nicholaeff, AIA DN:ph Doreve Nicholmff P.o. Box 1034 Telephone ArchiteU,Inc. Ofterville,Massachusetts 5o8.420.5298 o2655 i C. JERRY RAGOSA 268 SUMMER STREET, 8TH FLOOR, BOSTON, MASSACHUSETTS 02210 March 10, 1998 Ralph L. Crossen Building Commissioner Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: 277 West Bay Road, Osterville,MA Dear Mr. Crossen, As the owner of the above referenced property, we wish to state that Michael Colarusso of M.J. Colarusso Builders is the contractor selected to renovate 277 West Bay Road,Osterville,Massachusetts. In the spring of 1997,we retained the services of Doreve Nicolaeff of Osterville to design the renovation. The plans were completed and sent out to bid in the )F;'i:,.•• 'pry- .:•::. late summer.' Due to excessive;cost and design considerations, we elected to retain the services of Mr. Colarusso to redeem the project. To date, Mr. Colarusso has done.an excellent job to correct said issues and put the job back 1 17,, ., t .,,• ^r i. {. r . . on budget and on;schedule. Ms. Nicolaeff has been fully paid for her services and is no longer associated with this project in any way. Please file a copy of this letter with the building permit, as part of the public record for 277 West Bay Road,Osterville,.Massachusetts. _ Sincerely yours, �.MAd C. Mr. and Mn. C. Jerry Ragosa +. !r cc: Richard Stevens,Building:Inspector ��1�. :li i ,.J %�. }�ir�..t•i�` .. .r•. 1. r _ .. ��:r' �t:�[., . t• ..ad. C. JERRY RAGOSA 268 SUMMER STREET, BTH FLOOR, BOSTON, MASSACHUSETTS 02210 March 10, 1998 Ralph L. Crossen Building Commissioner Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: 277 West Bay Road, Osterville, MA Dear Mr. Crossen, As the owner of the above referenced property, we wish to state that Michael Colarusso of M.J. Colarusso Builders is the contractor selected to renovate 277 West Bay Road, Osterville, Massachusetts. In the spring of 1997, we retained the services of Doreve Nicolaeff of Osterville to design the renovation. The plans were completed and sent out to bid in the late summer. Due to excessive cost and design considerations, we elected to retain the services of Mr. Colarusso to redeem the project. To date, Mr. Colarusso has done an excellent job to correct said issues and put the job back on budget and on schedule. Ms. Nicolaeff has been fully paid for her services and is no longer associated with this project in any way. Please file a copy of this letter with the building permit, as part of the public record for 277 West Bay Road, Osterville, Massachusetts. Sincerely yours, T&."d -Arw C Mr. and Mrs. C. Jerry Ragosa cc: Richard Stevens, Building Inspector MMJC ASSOCIATES, INC. 150 W. Grove Street, Suite #3 Middleboro, MA 02346 Tel. (508) 946-9068 Fax (508)946-9056 FAX TRANSM ITTA I., S I-I E.ET DATE: -3 y TO: S�PI.pN,s �Ja►�� t'c-�fl° a t�P� FAX NUMBER- FROM: ! c./ ®•vd�U No. of Pages(including cover sheet): _ Message: . IIIA 3Jb3 950E 9b6 80S ss i y l oos8v OrWIN b 0 t (n1i) 96 . 50 'svw MMk ASSOCIATES, INC. 150 W. Grove Street, Suite fi^ Middleboro, MA 02346 rel. (508) 946-9068 Pax(508) 946-9056 FAX TRANSMITTAL SHEET DATA.: TO: �hs FAX NUMBER: 0? • PROM; �—A+c�`u l.l.� 4 u�.150 _ No. of Pages(including cover sheet): Message: ��da 9506 936 AOS .3?t+I^nssd arUvn 50:9* (NOIN) 96 , 97, _Vr T :/� 1QpgI190dfN41I/h16IR L��.•I(I71.1r7rWl/dR/r'J DEPARTMENT OF PUBLIC SAFETY CDNSTRUCTtON $OPERYISOR LICENSE NAP* Expires: Reetrict To; 00 MICHAEL J• GOLARUSSO ,q,IMEST BAY RD OSTERVILLE, MA 02855 Z '3`Jd3 95O6 976 80S 83 V10088V Orww 90:St 'Now) 96 , 9Z Nvr Restricted 10: 00 00 - None 1A • Masonry only A- 1 6 2 Family Real Failure to posters a current edition of the Mseaaehurette State Building Cade is cause for revocation of this license, e '3OVd 9506 9b6 905 SSIVIDOSev O WW 90:5I (NOW) 96 . 9l 'NYI- _ \\ �\ \ � "_ �-Z�� �sa - .� saw- ���-�o�G> �, �, � s ��� �� ' . ����� � � . .r � , �a• � Q� T114• C[11lllrJll/1)1'calth grlfllstiu[ rusC11 �__-�•;: Deptirt"felrt of Ifrflrfstri01.3ccirlctrts • • t:��' -•!� OtlicPafl�estl9atlans 600 ff'ashi»I;tufr Street Q 4 •`'-'''•• ';� Bt,stofr. 11 loss: U3111 • Wurkers' Compensation Insurance AtTdxvit ..Ai inlic -nTinf- rmntinn - Plc'tse 1'R(NT.I - M Inc inn l�Q C✓pv� tV LA lxeLb I am a homeowner performing 11 work myself, I am a sole proprietor and have no one working in any capaciry I am an empiover providing workers' compensation form% employees working on this job. enrirnnnv name. r i ltiilrrcc• cir�•• • nhnnt•�• • inchranrr 1 am z sole proprietor. ;cncral contractor, or homeowner(circle are; and have hired the contractors listed be:o%v the "oilowin^_ workers' compensation polices: cnmrnnv namr- :ltlrlrr«• nf— ' nnc a• niir� incnr-nrr rn _ _ .. __ — —_.—v.---<<;T..,'►^��� .. —�....._ � . ._ cnnin^nv natnr. 1ti(Irr<c• t hone i�• rin•- niir•� incur-nrc rn. ..�.....,...._.�:.•• - —_._..w. 1tt�ch additional Shcct if nrcesi tn:_ y• ..�.--�+� ctton.`A of t►1GL 152 t an lead to the imposition of ertmtnal penalties of a line up to SISOU.UU anc F:ururc to scrurr cin-crst;c as required unucr�e unc �cars' imprt.unment a.s -01:ts civil penalties in the form of a STOP WORK ORDER and a fine ufS100.00 a dad against me. 1 understand th_ copy ref this a:ucmctit ntn% tic funvnrdrd to the Office of lnvestications of the 131A for covera;:c verification. 1 do herenr ccriit'urtucr the rr all ' nafties n erjurr that the ittjormation prodded above is true u�td correct. Date Pr•.., • � � l/t-�� � Phone i; w atTiciaiw c unh do not write in dtis area to be compicted by city or town ofticiai i' permitilicense 9 r--7tluildina Department city ar town: uourd � L•t�clectmen's UfGrc sheds if immediate respunse is required :I1,c2tth pcparttrieni ' phone is: �Uthcr�� t- coninz, ncr,;nn: Information and Instructioas ~Massa�!wsctts Gene.-NI La��s chapter 15: section 25 requires all employers to provide workers* ct►mpettsa"lon :. employees. .4s yut�tcd from the "ta��".an entpturae is defined as ever), person to the sen•ice of :uu►thcr unacr_. cor:tr= of hire, express or implied. orni or-,vritten. :a.. An empim-er is defined as an individual. partnership. association. corporation or other legal entit}'. or any rn-u e: the rorcucing_ en_a__•d in a joint enterprise. and including the le`• 1 representatives of a deceased empiove- or rccei%•er or tntstce of an individual . partnership. association-or other legal entity, employing employees. Ho«•e•.- rn"•ner of a d%vellin__ 1louse having not more than three apartments and who resides therein. or the occupant of:i:� d��clline !rouse of another wha cmpla�'s Persons to do maintenance ;construction or repair work on such du-eilir or oft the __rounds or building appurtenant thereto shall not because of-such employment be deemed to be an er. MGM hantcr !52 section 25 also states that ci-cry state or local licensing ngencti• 511111 withhold the issuance '111 .11 of a license or hermit to operzte a business or to construct buildings in the commoinvenlilt Car an" is::nt N%*Iio lens not Produced acceptable evidence of compliance with the in eovera12 required. �e; ..ionati�. neither rite commonwealth nor an,. of its political subdivisions shall enter into any contract for the per:' rntc::ce of public work until acceptable evidence of compliance with tite insurance requirements of this ci:ac he= prez:z::ted to the contracting authority. al�i►iic::nts • f!.�sc ill in the %vorkcrs' compensation affidavit compictely, by checking the box that applies to your situatio;: .: _otnt,any natncs. address and phone numbers as all affidavits may be submitted to the Department of iic atrial -Acc:degas rot- coniinnation of insurance coverage. Also be sure to sign and date the a(rdavit. The itouid be rc:urged to tltc gin or town that tite application for the permit or license is being re:uestec. r :uc Jcca;trite::t of Industrial accidents. Should you have arty questions re_arding the "law" or if you are req : o ,:c:�:►: c ��cri;crs' cotnpe::satiott policti•. please call tite Department at tite number listed below. C:n* )r Towns ('!e _ ^e urc :ita: the affidavit is compim: and printed legibly. The Department has provided a space at tite b0i.,:. the for -'ou to fill out in tite --vent the Office of Investigations has to contact you regarding the applican,.. be _ : to rill in the permit/licertse number which will be used as a reference number. The affidavits may be retum 'te �.oartme::t by mail or FAX unless other arrsn_ements have been made. The -Ffjc-, of investigations %vould like :o thank you in advance for you cooperation and should you have any que= piecse do not hesitate :o _:ve us a call- The Deparr:ient:s address. teiepiione and fax number. TIte Commonwealth Of Massachusetts Department of Industrial Accidents -• Office cf Investigations 600 Washington Street Boston, Ma. 02111 fax rr: (GIB 72'_7 i49 ^itt;nc -. h i-�i 406. -'0° or _—c PROPERTY ADDRESS I I ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I CSTATE LASS I PCS I NBHD KEY NO. 0277, WEST SAY ROAD 11 RC 300 11C0 07/09/95 1011 i)U 25A8 R116 110_ 5687S LAND/OTHER FEATURES_DESCRIPTION ADJUSTMENT FACTORS Y UNIT -ADJ'D.UNIT L-1 By/Dale S,ze D�mpns�on LOC./YR.SPEC.CLASS ADJ. COND. P PRICE PRICE ACRES/UNITS VALUE Description H E S S/ J O H N L P. BA R B A R A H MAP- ". CD. FFDO In/Acre. #L A-N D 1 1 1 3♦0 00 CARDS IN ACCOUNT - L 10 1SLOG.SIT. 1 x .2 10C 251 179999.9E 451799.95 .25 113000 #BLDG(S)—CARD-1 1 79.900 01 OF 01 A #PL 277 WEST BAY. RD OST COST 9 N BATHS 2.0 U X C= 100 7000.0C 7000.00 1.00 7000 B #RR 1808 0086 MARKET 16560E C) - NO BSMT S x C= 100 6.95 6.95 960 6700-B INCOME A FIREPLACE U x C= 100 3100.0 3100.00 1.00 3100 B USE APPRAISED VALUE D i A 192,90G"' A U PARCEL SUMMARY T S AND 113000 A T LDGS 7990(t -IMPS M TOTAL 1929:,�� F EN CNST E N DEED REFERENCE Type DATE Rao tl o PRIOR YEAR VALUE A T Booh Pegs Incl. Mo. Yr.D S.I..Pric. AND 113000 T S 614/126 1 00/00 LDGS 7990C, U OTAL 192900-- R E BUILDING PERMIT S Number Data Type Amount LAND LAND-ADJ INCOME SE SP-BLDS FEATURES SLD-ADJS UNITS 113000 3400 Cpnsl. Total r B ill ND*.,,-.'rObsv Class Units Units Base RatC Adj.Rate A I Ago C.'%] CND Lac %R G Repl Cost New Ad, Rep, V.I.. Slopes Mergbl ROOme Rmp B.Iba /Fis. p---ll F.C. 01C+ 000 100 100 65.00 65:00 28 75 19 80 100 80 99834 79900 1 .5 6 4 2.0 7.0 Description Raw Sgeare Feel Rapt.Cost MKT.INDEX: 1-0G IMP.BY/DATE: / SCALE: 1/00.66 ELEMENTS CODE CONSTRUCTION DETAIL S BAS 100 65.00 960 62400 DWELLING CNST GP:00 815 42 27.30 960 26208 *---14---* STYLE 04 APE COD 0.0 T FOP 35 22.75 32 728 ! ! DESIGN ADJ MT 60--------------------0.0 R FEP 65 42.25 168 7098 12 12 EXT-c,R:'dALLS 01•d005 FR AME 6.0 U ! ! HEAT/AC TYPE 02 i�S ---------------If:0 *--9--FEP-32---*-----* IMTE11-P- SH 0G -----------------0:0 T INTYR.'LAYO0T- -07 ------------------TT.O U ! ! I NTER:IIUALTY G2 AME AS ERlYR. r._0 R ! LOOK ST NcT- -00 ------------------ 0:0 A W ! ! E F LD R-COVER -GG ------------------TT.O L D - *-* D OE-TYPE ----- G ------------------ E G U.O Total Areae Aev. 200 Bpee. 960 BUILDING DIMENSIONS 30 BASE 30! C c.-C'f R I Z A L -0G - 0 T BAS N30 E32 S30 W32 .. FOP E32 ! 0UN'6ATI0-N--- -GG -----------------9-9:4 A N10 E04 N08 W04. S08 S10 W32 FOP - - 1 .. FEP N30 E09 N12 E14 S12 W14 ! ! ---- N E I T.Ifff OR HATOU 2TAB_VS-TERYrLLE--- L W09 S30 FEP .. ! 10 LAND TOTAL MARKET ! FOP ! PARCEL 113000 ' 192900 X---------32---------* AREA 30006 VARIANCE +0 •+543 STANDARD 25 t i 1 \�� S \� \ i 1 � _ ' . r f , b Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 ` Peter Sullivan P.E . Mass. Registration No. 29733 428-3344 428-0040 fax 428-3115 e-mail:PSullPE@aol.com January 20, 1998 Mr. Michael Colarusso 289 West Bay Road Osterville MA 02655 Re: Flood Plain Assessment 277 West Bay Road Osterville Map 116 Parcel 110 Dear Mr. Colarusso: Please find attached a Composite Plan combining the FEMA Flood Plain Map and the Town of Barnstable Assessors Map. As you can see the house and the proposed additions are not mapped within the 100 year floodplain. The FIRM has this lot mapped as a Zone B. If you have any questions please feel free to call. truly yo OF 0. eter Sullivan PE Sullivan Engineering Inc. tAOFM�r, PETER �N SULLIVAN N0.29733 y 9, CIVIL 'b An'T 11 0,N;,i' -AL Members Members of American Society of Civil Engineers, Boston Society of Civil Engineers I tlj • r to M im Mil ce: •y;.,.:., •K .!CS;� `. S•!k. Q T , _ ':%. SSte,�T: �. � ,,r •'• Q.:.•,;y,• '••,y', ro D D :J WON. : .; vy. yw �•••y n VWN .i'j�, :k:.:. .'rt� kkr+... 'y�,�ji�i'•Z;:. ..�• 'VYv3.^..<.. : w y}Y,� �'YR•.p,�� ri.. y • '�, ':•�.•' •+ws,. .'•'f'. Tc.:. .:ka. :i:�C•:.. �Yn. .k`fr•.�;,�:�::k�V,r�c• y •'' t� ;<' '�•. ^�. yeo:��5"�.::a.: •YSt;,:k��o�!"',S?v�.,:k y�.�.v,,,•,,y�;:8.:.. ,s;se;.;. :..�. r�;K'Y'>�.;.„ i�S�A• .•r. .+ .. .x..w•w\....5.sa •..:.::. �•:.:.. .:. ��.A.:$•i:•waSS.'.�.fi••.:2�t 'v:.ki! Map 116 Parcel ..110 FEMA/ Assessor Composite FIRM Panel No. 250001 0016 D NO 277. West Bay Road, Osterville _ Map Revised July 2, 1992 PETER e SULLIVAN Sullivan Engineering Inc. NU.29733 ca 7 Parker Road, Osterville 02655 CIVIL (508) 428-3344 _ Ac►.a'ZZ, 1998 Yfi6i..--.:. i'1..:._.:y�wbe ""f-� 'atrw'• �," 4' - �•.i IY:' .. - ��': �' ✓� TOtYI7t/)1L07Wi�RG[IL O�✓VCllQ6t2dLlW6�.J � • DEPARTMENT OF PUBLIC SAFETY OONSTRUCT[_ APERV I SOR LICENSE Numbdr - - Expires: OSTERVILLE, MA 02655 r r -;.f. _ _ •.�tiv�'0/ v'6'tiyP- �+al`dFtb ,�. .. ✓RB TOOM�t04ttl.CO/IIE 0� 1d¢� ' ' HOME IMPROVEMENT CONTRACTOR Registration 125577 Type - INDIVIDUAL Expiration 01/27/00 MICHAEL J. COLARUSSO � ' WEST BAY RD ,�' "` noMINISTFuroR i WEST MA 02655 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 116 110 GEOBASE ID 5687 ADDRESS 277 WEST BAY ROAD PHONE OSTERVILLE ZIP - LOT BLOCK LOT SIZE DBA - DEVELOPMENT DISTRICT CO PERMIT 32566 DESCRIPTION RENOVATION & 2 NEW ADDITIONS PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: - BOND $_00 TNE� CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY ; BARNsrAB . # MASS. 1639. BUILDIN Is U BY /O DATE ISSUED 08/05/1998 EXPIRATION DATE TOXIN OFF BARNSTt�I3LE .<<.=L�R;-► BUILDING PERMIT PARCFL ID "116 ' 10 ! GROBAS-1I ID 5687 ADDRESS 277 NEST BAY ROAD, '•,PHONR US'iERVILLE SIP LOT � BLOCK 1:,OT SIZE -- DBA DEVELOPMENT - DISTRICT CO i PERMIT.' 28528 DESCRIPTION EXTENSIVE KENO.EXISTING/2 NEW ADDITIONS PXRMIT '4 J.',E BREMOD TITLE RESIDENTIAL ALT/CONV CONTRACTORS: M.M.J.C. ASSOCIATES, INC. . ' Department of Health, Safety AI?CfIITECmS: and Environmental Services TOTAL FEES: $G20.00 BOND TF1E CONSTRUCTION CtOST3 $200,000.00T 434 RESID ADD/ALT/CONV 1 PR.tVPTE P * 'BAItN3TABLE, ; MASS. 039.14 BUILDIN -6IVISION DATF ISSUED 01/2-1/1.996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGH T-;j OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR. PERMANENTLY.EN, CROACHMENTS ON' UBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNOER-r.HE BUILDING CODE.MUST BE.APPROW`:D B )UR!SI�IC:THE TION.S-1REE-T OR ALLEY GRADES AS WEL L AS DEPTH AND LOCATION OF PU!?LiC SEWERS MAY BE OBTAINED FROM THE DE PARThdENT OF°UBUC WORKS.T HE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPUCABLE SUBDIVISION REi—,RICTiONS. MINIMUM OF FOUR CALL!tJSPcCTiQlJS REQUIRED ---.__.__._. FOR ALL CONSTRUCTION WORK: t APPROVFD PLANS MUST BE RETAINED ON JOB AND 'rH!S CARD KEPT POSTED UNTIL FINAL INSPECTION } WHERE APPLICABLE, SEPARATE t.FOUNDATIONS OR FOOTINGS , PERMITS AA? REQU!REry FOR 2.PRIOR TO COVERING STRUCTURAL 1!EMBERS HAS BEEN MADE.WHERE k CEr1I IFiCATE OF Qi:.CU' 111 (READY TO LATH.). PANCY!S REQUIRED.SUCH BUILDING.SHALL NOT BE ELEi fF!CAL,F!.UMBItJu AND MECH- 3.INSULATION. OCCUPIED UNTIL F;N.A1.!NSPECT!ON HAS BEEN MADE. AN!CP.?.!dST.ALLAT!^NS. , 4.FINAL INS PECI ION BEFORE OCCUPANCi: NMI ��_,�� �M M a m er RULDING INSPECTION APPROVALS PLU-MIND i 4SFECI'ON APPROVALS ELEUMCAL INSPECTION APPROVALS v ` } ^,trY. .+ .. , ` •.��I /-0>t �......._^__'_.__._.•.....^..� atti _��� S IILf,/ r,i :.. „S'„ ,ti. �;- ,�,:or.t,- .,. ._y • -- � 'i�r'�:., r.. _ ..�.�•<.t,t•5: "S r - � #ILM�f Tli. ! .S.,T*'E . ; •i�1.�r Y• n- )+ 1. - }- •).,• !i'�n I.S • r ^• tf.'. - !! •'�✓.� i+r i ,t.•% ... :',.i•..._ ,Jr f:Cil'[::re�U�- � �d�l.'?i2.:`i I..i� :,:.� .'',�?': t�...��: :`i �. `, .•q to {�'•; I e..`.'t•;"!i. •aYf!. _* rti , r. f S •S'.�• /- -.I! e I BUILDING I P/ERMIT \ 11 . i' _ -- � ._ _ �. .,-r��.,,. -� _� _ � _. ._.__�._�^_�.sr_.--�� . ....._•_,._. _ ..:.- -•• -- :ter:-----> — f \ 2 1 Y x � n A r Engineering Dept.(3rd floor) Map I 1 Parcel )� Permit# House# a '7 7 VJ. Date Issue 7- 7 " Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) is►t ),Ed _ d , „ Fee (D 2 0 . 03 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) p `->4 Planning Dept.(1st floor/School Admin.Bldg.) TNE .,Definitive-,Plan Ap ov d b Pl ing Board 19 ; RNSTABLE.�' •.� � MASS 9. TOWN OF B TABLE°" �'�� ARNS E �ess Building Permit Application Project S dr -2 '7 7 1 c-n S t Village Owner i ,*-avK 1� . (Zac�Ds Address 27? GUpsf a ��Us�✓ Telephone I-0 Permit Request pe� t /1 ew e )bpi IS ph 19-u Cvl s s S IS av- �S `' Ae rhm/ Gs � 5,4 rArall� First Floor �' © square feet Second Floor )0 Q square feet Construction Type W 0 0- Estimated Project Cost $ pr),types Zoning District 8 C. Flood Plain A Water Protection Lot Size ) J , i 5a ` Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 6 16" Historic House ❑Yes X No On Old King's Highway ❑Yes >(No Basement Type: ❑Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) - Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing_ New Half: Existing New No.of Bedrooms: Existing 3 New .3 Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air XYes , ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes n�No If yes, site plan review# p Current Use Res 1 dI e h C e Proposed Use R`e si cr ei+c e Builder Information Name VIJA&4 C01 Q y 1J,S1S t> Telephone Number 54e 9 46-3®C Address 2 g 9 LVC S f zQ�, License# CS 0 4C. $ e✓vt�� {'i f S S Home Improvement Contractor# lA TC 4 S6 aG ISD w'G`'ove. sfi Worker's Compensation# ►� 0Vai F1 I NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) fib- Co(I e C-f Q FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. 30' 1 ADDRESS VILLAGE' OWNER DATE OF INSPECTION: r, FOUNDATION 2� FRAME � g ' INSULATION FIREPLACE •ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - - DATE CLOSED OUT ASSOCIATION PLAN NO. • 1 Sullivan Engineering Inc. i 7 Parker Road, P.O. Box 659 ` Osterville,MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508-428-3344 fax 508-428-31 l5 peter@sullivanen ig n.com December 02, 2008 Thomas Perry, Director Building Division Town of Barnstable 200 Main Street Hyannis MA 02601 m >7 . 277 West Bay Road, Ostervillee N 7z -1 Dear Tom Please find attached a copy of an e-mail I sent you last week while you wer on vacation. I just wanted to ensure that you did see the e-mail. `n Please feel free to call if you want to discuss. Ver truly yours Peter Sullivan PE Sullivan Engineering, Inc. cc: office file I Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section Page 1 of 1 r Peter Sullivan From: Peter Sullivan [peter@sullivanengin.com] Sent: Monday, November 24, 2008 5:27 PM To: tom.perry@town.barnstable.ma.us Subject: 277 West Bay Road Osterville Importance: High Hi Tom I realize that things can get unintentionally convoluted and it seems that 277 West Bay Road may be one of those situations. Back in January 1998 (ten years ago) I did some work for the pervious property owner who proposed some work to the existing dwelling. The proposed work did not fall with in the mapped FEMA flood zone and I wrote a letter stating that dated January 20,1998. 1 understand that my 1998 letter is in the present building permit file. Please note that I have not done any work for the new owner so I can not say if that the work in progress under this building permit is in compliance with the building code. Please call if you want to get together to discuss Peter Sullivan 12/2/2008 p.k< .._ 1 --. _- �_�.�-_-.-__ -•___ Ln BUILDI RW13L -" ATE _ ...-------------------- ._ DEPT. _ ------ --- - - LFDEPARTMENT =_ _-_ --- -__--____ -_ _ - _ J W RES ARE REQUIRED FOR PERMITTING -�. - Ll *1 Lff 19 l -- �� U PORTANT — UPGRADE REQUIRED ........__..._ --- -STATE BUILDING CODE REQUIRES THE UPGRADING OF (� DWELLING WHEN _ E ENTIRE -- ------------------------------- _-. �_==___=:__:--.:_.--_:_::_�-_:..-:_:_.__::_.:_:::_.__::_:______-:.__-_:_:_-:_:._-:.:::_..------ --------..-----_-------.._...... SM DETECTORS FOR THE �-_- __.__"...._... .__.._....___ ON OR MORE SLEEPING AREAS ARE ADDED OR CREATED. _ -- ------- ----- _-__- -- -- _--- - ----- -----__-= U O � ❑ i�,I!. ---- li*i OL cv WE A SEPARATE PERIJIIT IS'REQUIRED FOR THE ©❑� (' I I� IL _ ❑ LJ I.� II I�G 11J 1 _ Q Q IN ALLATION OF SMOKE DETECTORS-THE ELECTRICAL I(�, - PE DOES SATISFY THIS REQUIREMENT. �I 1 �: I� ' I - i UL � Ir�l�- i �) O O � � X j.. O WINDOW SCHEDULE FIRST PROPOSED FRONT ELEVATION (s) W NOTE: KEY SIZE MAKE/MODEL SCALE:-I/4" 1'-0" CHANGES REQUESTED BY HDG W O L A DW 6/1 30°x53° ANDERSEN TW 2442 1. LOWED PITCH OF MAIN DORMER 5 DN 6/1 3o°x45" ANDERSEN TW 2432 2. REDUCED MAIN DORMER TRIM DETAIL C 3. REDUCED AND SEPARATE MAIN DORMER WINDOWS D 4. ADD MAIN DORMER CENTER WINDOW E 5. APPROPRIATELY SIZE SHUTTERS ---------._..- - --- ---- - -- -- -- -- __.._.._ W CARBON MONOXIDE ALARMSMUST BE STALLEDPER ------....---------------------._.__-------..---...._..__-----------------------._._..__._._._..__...-----•-- -----....__._.._.._._.._ ..._--- ----------:--.------:-=:--._...__... - SSACNUSETTS BUILDING CODE _--__-_-__:_-__- ____-_.----__:_:=_:.--_-=.==__:-__--:_:_-_.____-_.::�_:-_:------- -_::_____�:-�:_.::---.:_.-_:-:.::_-_____:__----- W 4- --------- - -- - -.---- P. w P. P. FFF TT 0 r- �_J_i IJJJ' LJ = (L Q W Lu ............ _-- -- - ............___ . jr-it TJ �) II II II I I p L SHEET I OF 7 - -I . pLll T T Al .I OPTION "A" REVISED FRONT ELEVATION JOB: 0813 • DRAWN BY: KW r DATE: 8/25/08 PRI._, cl __ - ---- ---- ----'--- -- --= -_= - — I -- �— == W av zz TL I` --� i �1 I � � C7� LI-�If"lr ll � ❑T17 � li''�v � Q (� 117 ' --flTlci F--�I m A REAR ELEVATION W z WINDOW SCHEDULE SCALE: 1/4 1 -0 w O KEY SIZE MAKE/MODEL A DH 6/1 30°x53" ANDERSEN TW 2442 - TL B DW 6/1 30'x45° ANDERSEN TW 2432 - LL C DW 6/1 38"x57° ANDERSEN TW 3046 D DW 6/1 30°x57° ANDERSEN TW 2446 -- - E w J I I ; I w LU Z O w Ca TFI JW W Q = O w = w w cY w . -RI Ph 1J ! -Jl��i --- SWEET 2 OF 7 LEFT ELEVATION G SCALE: 1/4" JOB: 0813 DRAWN BY: KW DATE: 8/25/08, 12 Ln L av 12 41-- -- --...- -cam_ _______—_�—___- SECOND TOP PLAT jL J ----SECOND FLOOR W ' __.—_=_----.._------------------------•---- ---------------- - - - - FIRST TOP PLATE IL DID n f ot= `— FIRST FLOOR ' O c' ADDITION �— W RIGHT ELEVATION W Z I i SCALE: 1/4" I'-0" 3 O 30'-O" 6- ICE ♦ WATER SHIELD TOTAL COVERAGE PT RED CEDAR 18" 'PERFECTIONS SHINGLES OVER CEDAR BREATHER WINDOW SCHEDULE w RED COPPER VALLEYS / DRIP EDGE / FF KEY SIZE MAKE/MODEL G ROOF i J RIDGE GAP / BOSTON WOVEN TYP. ALL ROOF SURFACES I A DH 6/1 30'x53" ANDERSEN TW 2442 —I ' PROPAVENT .-'' � s - B DH 6/1 30°x45' ANDERSEN TW 2432 4° VENTING SOFFIT / SO GUT FASCIA / 2X8 RFTRS IWcc -""' -""" '"- C DH 6/I 38"x57" ANDERSEN TW 3046 3 I/2" CROWN MOULDING AT FASCIA t RAKE _ F INSUL. 2X8 CJS Ib"OG . D DH 6/1 30°x57' ANDERSEN TW 2446 I-U 12 RIGID WIND WASH BARRIER REQUIRED 4� 2yC�OTe\6 8 GJs Ib OG I - _- -r E LLl AT EXTERIOR EDGE OF EXTERIOR WAL - / CTs 1610C I TOP PLATE 12 O Ix3 STRAPPING w O f 1/2' GYP: BOARD "HURRICANE CLIP" 9� oV" FASTENERS AT ALL 2436 / e�b BLOCKING W-0"O.C. RAFTER / TOP PLATE R.O. 30 1/8"x44 7 8" /+�U IN FIRST TWO JOIST JUNCTIONS TYP. o / ry/ BEDROOM ggYS FROM GABLE WAI t /os U O Z TYP- EXTERIOR WALL - /// / I O LU w O 2x6 EXT. STUDS @ 16" O.C./ -6" 3/4" OSB PLY SUHFLOOR ' 6" Rlq F.G. IN5UL./ / NAILED t GLUED TO JOIST / / (L 1/2' PLYWOOD SHEATHING/ / / ; SECOND FLOOR Q Q Q TYVEK WRAP/W.C.-SHINGLES D6UBLE 2X10's IWOC 2XIO's I6°OC / --------------------- -- ----- ----------- N (Q TYP- EAVES NO FASCIA / Ix4 SECOND MEMBER 30 R F.G. INSUL. -WIOx22 STEEL BEAM. O ll-I CONTINUOUS VENTING 8' SOFFIT I w w MATCH EXISTING GUTTER j �/ w MATCH EXISTING TRIM 12'-O" .' 10'-O° ' (3) 11 7/8° LVL HDR EXISTING i EXISTING GARAGE LAUNDRY a ° I STAIRS r I . 4' CONCRETE SLAB 6 MIL VAPOR BARRIER ' _--_-- _ FIRST FLOOR ' Z EX TING.FIRST FLOOR SYSTEM .. x ���GGG UEXISTINGI GIRT SWEET 3 F 7 NOTE: ?F EXISTING = ten, ,r- 3 1/2' LALLY COLUMN 5/5" ANCHOR BOLTS c CRAWL;I SPACE EMBEDDED 7" SPACED 35" O.C. 3 ' SECTION IIA_AII 12" FROM CORNERS WASHERS 3"x3"xl/4" SCALE: 1/4" I'-O" 1 _ 2V-0" JOB: 0813 ADDITION EXISTING 10RAINN BY: KW DATE: 8/25/08 NOTE. Ln _ WINDOW DESIGNATIONS ARE 1^ ANDERSEN WINDOWS. u l • THIS PROJECT FALLS WITWIN THE HIGH IMPACT WIND TONE.DOORS AND WINDOWS WILL COMPLY TO NIGH IMPACT STANDARDS O B A OR BE PROTECTED BY STRUCTURAL PANELS r T 1 CONTRACTOR SHALL VERIFY LAf11T10N8 t DIMENSIONS PRIOR TO WINDOW ORDER t INSTALLATION DINING NEW WALL I 2'-6° 2'-6" REMOVED WALL C---_____D & 'y r EXISTING WALL 0 W W UP \ — CED � Q (A Q ' Oci 39 KITCHEN _ FRENCH 3046 F7 A. ` CENTER ON ` 1 GL—S3 -- R.O. 38 I , 7/8'L GABLE — — r REF. co W z BATH I I 3'-6" O ��\ i/2 co a BATH LAUNDRY MECHANICAL C.O. J RELOCATE. v WINDOW AND 2-6 LU INFILL FIRE - RATED114 \\J BEDROOM ENTRANCE FAMILY STEP W 1 Lu W IINDOWTAND J V O Z A ! w 2446 CENTER ON p A 30 1/8'x% 7/8'- — �- GABLE --- Q tu W _ O � a -— W10x= T'L BM ABOVE _—_ N Q Z NOTE: - N CONTRACTOR TO REFER N NEW W (j) (L TO WFCM 110 X B AND W CHECKLIST FOR ADDITIONAL GARAGE 3 HIGH WIND TECHNIQUES RELATED TO THIS PLAN 4 4 r J � 3046 N R. 38 VON% 7/5' ti r_ N SHEAR WALL COMPLIANCE: N 9 W- 46% OF EACH WALL RUN T uTED SHEET 4 OF 7 VERTICAL SHEATHING WITH � 1 " " PROPOSED FIRST FLOOR "' O.W. DOOR 8d NAILS 3 EDGE/12 FIELD OWNER (4)16d NAILS PER FT BOTTOM PLATE SCALE: 1/4" 1'-0" 1 L- 9% OF EACH WALL RUN NOTE. NOTE: VERTICAL SHEATHING WITH TO OBTAIN 46% SHEAR WALL TO OBTAIN 46% SHEAR WALL 8d NAILS 30 EDGE/12° FIELD COMPLIANCE APPLY WSP TO A COMPLIANCE APPLY WSP TO (4)16d NAILS PER FT BOTTOM PLATE BOTH SIDES OF STUD WALL 3,-lo° 9'-O° 3'-8° BOTH SIDES OF STUD WALL 16'-6° JOB: 0813 DRAWN BY: KW W DATE: 8/25/08 NOTE: ,^ WINDOW DESIGNATIONS ARE L1 l ANDERSEN WINDOWS. Ln THIS PROJECT FALLS WITHIN THE HIGH Ln " IMPACT WIND.ZONE. B / - DOORS AND WINDOWS WILL O COMPLY TO HIGH.IMPACT STANDARDS A7 % A3 OR BE PROTECTED BY STRUCTURAL PANELS (T1 CONTRACTOR SHALL VERIFY , LOCATIONS 6 DIMENSIONS PRIOR i TO WINDOW ORDER t INSTALLATION J - - _-' --- - --- --- - - - � NEW WALL ---- - - REMOVED WALLC-- -_--•-1 ��\ . Lu EXISTING EXISTING WALL W , •.; :�_ SITTING F- BUILT IN O `Y MASTER U 3EDROOM N IH; •i: I A W 25 e- C GABLE W IG 1128 7/8"x28 7/8° --- otd- ` 2¢ 2fi �� I il•I�ti'ii�!�il,'t' I� O BUILT IN j li�!'i� lE% li j � '() 111 . . FPi• ' W 1 1Z12Q2-4cV 2¢ .._.....-- -` - L� "� O wic - , 4-4 co d - • (2) 2446 B.ATN _ - i 30 1/8"x567 I 2Q CATHEDRAL v BATH � 1 �- -- —.� 2Q °� w U BEDROOM Z � 2446 CENTER ON _ w Q - GABLEIL ILI Q Q O Z N (- < Q m G O n 1- 1 of n x � x n N i v2 m `* _ - '°° . n m rn � i 4'-O" 4'-0" r^ a m ' w o K6 8'-0° 2'-0° 2'-6° 5'-5° pC I>'-4" ° u - - r . d' 5'-5 2'-6 ..... r 2. (2) 2436 OPTION "A SECOND FLOOR -- R.O. 30 I/8°x44 7/8° SHEET 5 OF 7 SCALE: I/4 - I'-O" _ _ - ---- 2-30-- - —---12'-0" Y AJOB: 0813 DRAWN BY: KW DATE: 8/25/05 rTl� 0 W Q Q Q� W OL J W W �- -------- 1 OL Ci --------L' I O O EXISTING BASEMENT I I Ci Ci 2x8's 4'•.t: co • Y 16eO.C.I �: i o Q O t W 8"x4'-0e COW MEET E WALL W z MATCH IB ING ------ -- r'Tc-v - FOUNDAT ON r.o.w. co CL 7 r W 2'_0' 4i_0e e e J _ O m W LIJ V O z , I W Isx° I qLl I « I I I I ' I � 0- � � Z Q OVERLAP CORNER GARAGE I I CL TO ALIGN STUD WALLS Y�' VAPOR BARRIER I .s� � (Q VERIFY IN FIELD I 4e CONCRETE SLAB IL ;1 I PITCH TOWARD DOOR LU cn II I : I IY W P.T. SILL ANCHORED 4'-0e O.G. 3 8'x3'-8" CONCRETE WALL I h q'n I IOexl6e CONTINUOUS FOOTING I r I DROP WALL toe as' : ---- ----------� `% I SHEET fn OF 7 EP NOTE: 5/8" ANCHOR BOLTS EMBEDDED 7" 3'-6- 9'-6e 3'-6" SPACED 35" O.G. FOUNDATION PLAN 16:_6o 12- FROM WASHERS CORNERS 3 / SCALE: 1/4" - 1'-0" JOB: 0813 DRAWN BY: KW DATE: 8/25/08 L l O C1 W ICE t WATER SHIELD TOTAL COVERAGE '�l cY PT RED CEDAR 18' PERFECTIONS SHINGLES U W OVER CEDAR BREATWER RED COPPER VALLEYS/ DRIP EDGE / FLASWING W RIDGE CAP / BOSTON WOVEN TYP. ALL ROOF SURFACES 12 PROPONENT / 4 VENTING SOFFIT / SO CUT FASCIA / ^, 3 1/2' CROWN MOULDING AT FASCIA i RAKE 12 16SOC rc G. I Ix8 FASCIA / Ix4 SECOND MEMBER 2X8 s 16 0C 34� Ada / \ CONTINUOUS EXISTING R VENTING 8E' SOFFITMAT / Q 1 RIGID WIND WASW BARRIER REaUIRED / \ \ MATCH EXISTING TRIM I S PPING� O O AT EXTERIOR EDGE OF EXTERIOR : I/ � . HOARD \_ TOP PLATE � I Iy ISE DORMER ON iv / V 'HURRICANE CLIP' 2436 �O�O EXISTING KNEE WALL 3046 / 1 FASTENERS AT ALL R.O. 30 1/8'x44 7/8' ) j I °� R.O. 38 1/6'x56 7/8' / (� RAFTER / TOP PLATE _ JUNCTIONS TYP. TYP_ EXTERIOR WALL / 2x6 EXT. STUDS • 16' O.G./ / / 4' OWPLY SUB W -6Y / 6' R19 F.G. INSUL✓ // [LED 4 GLUED TO JOIST ,n L 1 1/2' PLYWOOD SHEATWING/ TYVEK WRAP/W.C. SHINGLES DOUBLE 2X8 a 16 OC DOUR ZX8 s I6 OC W I O EXISTING EXISTING MECHAN Jr-AL LIVING W I J J_ EXISTING FIRST FLOOR SYSTEM EXISTING FIRST FLOOR SYSTEM EXISTING EXISTING CRAWL SPACE CRAWL SPACE 1,1 11J Z O, w I 25' 9' V (n O w SECTION II5-811 SECTION IIC" a a O SCALE: 114" m 1'-0" SCALE: 1/4" m 1'-0" Q Q O � w LU N (Y w 3 r r N SHEET 7 OF 7 JOB: 0813 DRAWN BY: KW DATE: 8/25/08 C O Q Q J 11 l J DINING W W U 61 Q UP Q CA Wes ° ❑ LIVING CD C O KITCHEN Cn W � O W BATH BATHLF J LAUNDRY � ri MECHANICAL U J N Z (L Ll BEDROOM ENTRANCE BEDROOM Q _J w W Q Q1 N O � Q w ~ cr w X r r N SWEET I OF 2 EXISTING FIRST FLOOR PLAN 5GALE: 1/4" m V-O" AB1 JOB: 0813 DRAWN B H � n� Q J ll l J / v w w V = O � U 61 SITTING W O MASTER Z BEDROOM Q - -------- W d1 w »N - - -------- 3 0 w J _J CLOSET BATH W LLI Z � Z Q Ll Ll Q (L BEN TO °ate w ~ Q (Y w 3 r r N SWEET 2 OF 2 EXISTING SECOND FLOOR PLAN J SCALE: 114" m V-0" JOB: 0813 DRAWN BY: KW DATE: 514108 I }• Y .f��u t ?'• Sri �. . gPPRC7PRIAT .::'. .. � .. - - Et.. SIZE SNU T'TERS .'.1 ..... ------'---.___.---------- _....__ .._...____..-__._..____-......_..._—_..._._._...__._.._._._..__..._..—_.._--_._.__._.___-.__--_....__.•___.... ._..-__._....__._..______..._-._....__-.....__.._._.._.._......_.._.__.____... ___.....____..__..._...__...___..__.._...___.._..___..__.__.._-_._.___._........_. _._._._. ____.____.—_---.__—.—._.__._._......_._..__-____._..._.__......__.._.___._......__.__..._..__. ------------- - ____...__•__-._....._...._..___—__•___—_____—_•_-__—____._._......_._�..._ ____--_--- --___ —_- _ -_ -___—_ -- _ -—__--___ _ _..._.._...._-- _.__..__. _......._...__._._.__._...... _ LU --'-- - ---- 1 oC� ..............___: w tk >%. ly L *1*404 P - SNf..'E I ! OPTION "All REVISF-D FRONT ELEVATION SCALE: 1/4" .JOB: DRAWN' 1 DATE: .�.__-.,.....r...—,..---,-._...._—_—._.�...,�..:._ _.,......�.e�....r.<�.<__-.ecv..�-f:�.,.._.::--i..._.....-+��.<.�.��.-,-...:++e-,._.•.�•t.=3N�-'*.'�-"C'_ .. �'��',.�:r_':`�;� :ucsrm...-�a�E.'�^.,�..s:e.'-� _.��...__ ."._.�.._.:..",7"..^e:�:.i�._�=-:..= s...�.c..-_.�fi-..i . ... .. ._:.�-�c`:.• .. .. "- ._.._ _... _. _. _... �_.�an`T'z-...+fir_.;,'"_ t� 0S O I—I �g- 117 _may / J ON ; c 1� _00 ,00— i • N 0111 Vd .JlV00 !► r 6 " I 0 ,01 4 YD brD \ \ \ \ ♦ \ �} 7 ' N I• V,7cf . .IVY,7, YDYL A 9 9 { 1 / it J ! ly HW , ILI i?70 r 0S TER V•ILLF, Revislons: DATE DEsGtlPT10M A_- ' i 10/11/97 MOM-Y AMfKWS LOCUS ,ti'ORTtf� � 0P� Y) ZONING \ ��G•, BK�GE STREE�I RC DISTRICT: LOT AREA - 43560 SF FRONTAGE - 20 ' ` \ WIDTH - 100 ' _ v� 10 GpOLA ` T FRONT YARD - 201 4` rwV Q�, ��ji '7• -_Y 7 WEFT y SIDE YARD - lu ' �` LOr6 - \� �/`/� 1 References: REAR YARD - 10 , _ �'j�I , �->r\ / T � Scale: i =2083 PI AN 1. O ff W �� -- ----- -- f -1:ti> ft 69111125 & i FLOOD ZONE: A(13) ELEV Ill NGVU J - � �� r d � 1 LOCUS Map L. C gY375 i i 0114, ASSESSORS MAP 116 LOT 110 O B G"1 a wv Project Title: GENERAL NOTES: "'I.FOR FOUNDATION AND FLOOR LAYOUT SEE ��F �J�)'/� > 1 PLANS BY DOREVE NICHOLAEFF AIA J ,4 J f 1 0 ' SEE LANDSCAPE PLANS FOR FINE GRADING F AND PLANTING PLAN r 'r==�-,� ` f'fry� • ' 277 WEST BAY ROAD > l , -o_ �:'t C'�> 1 OSTERV ILLE MASSy .9 I +lv�J log o JL IN 1 a f'Lj ` ( PREPARED FOR- � � (� � �. ''• ice / ' � / , ' / , J / LQ UD pp - -. i a I Vo �1TIO TO 9E i A. M. 'Wilson Associates Inc. Q4If / Drawing Title S,; 1. <� 2 FIRE 111 VR.a,ti'T I 66 92 f0.6, ' — =` ---- 'ti ��` '`�. ^ . K'A VA I, LF Wetland , I � � � TER_ S \ Q-= �FNl> `T UTILITY POLE Permit �� tirr N87 ¢ '42 F v e �t ---�- a cas vAL v� Plan Vy MANHOLE o 15 .a. tf A.SSf,'S.SOk.S .if..a1' hAkCL'L, URA �LI, URIVE' `� ----- 1� OF 3 ti30 — ' GRAPHIC IC' SCALE / ! 1N FEET 1 ' � I _.� Date: _e/5/97 Dwg No: DeSi n: DN Check: _ \ \ Drown: _ _AM l h a 57 : •. N TART , Me - .. ,--_,..___.._._.__,..._,..._..—.._..._._._... .-.z'_,._---.°rc+,.+"v...n..-enx..••-:ao-em_m.. vrer!wore-xs+ca...a-�asmt-�..:.r sum. Ts�:^-_.. .... .... .....-__ .. ..._r-r......,_._ _.._. __-`_. _..'=T'_ _ 1 - -_ _ i : , , A i - . l 1 508 .428 6191 TIt� (Eevl i n r oyes igns � o �, f 1 c pyrih i All Rights _ ___ _ _ - I' i _ I 3 f I ; _ �? I Reserved ik A i4 Preliminary plans and layouts by DC D .ire tot the use of their customers only Any other use is strictly prohfb to i 1 i AL + # __ . i Io I I I � 1 � 1 � i �I y —1 ff d d 4 D ,� -- 4 t' F t \,x i i ALE DATE N 508-428-6191 �sevl i n Custom es n g s .. . � }$ 1� copyright 1 1997 ,., .• All Rights i Reserved 1 � � AS) 12-C-IC-)tA, f t y Y l i 33 1 n Preliminary plans and layouts by D.C.D.are for the use of their customers only . Any other use is strictly Prohibite C D RAGOSA RESIDENCE I az OSTERVI LLE, MA B ow ILL _ (—� _ z .00 Ile CABINET I CABINET it SHOWER GENERAL NOTES: WHIRLPOOL BATHROOM TUB I The drawing and all ideas, arrangements, designs and plans indicated thereon or _ „ - OI represented thereby are owned by and remain the property of Doreve Nicholaeff, F c, Architect, Inc. No part thereof shall be corpozed by anerson, firmration ation for any purpose;oexcept with / '-8" \ 2'-g" specific written permission of the firm 12 -771 I Doreve Nicholaeff Architect, Inc. Z Any errors or discrepancies on the D \ to o � 6 / drawings, shop drawings and details are II I I I F F w I to be brought to the attention of the Fr Architect before the work has commenced. —I �..J r— F� ( I I I I IO SIIIIII — — II „ ®®o -_ — p� G�� — a 5 O-4 I �I ' Dimensions are to be used and no drawings are to be scaled.aI W.I.C. CM 7/N MASTER CHIMNEYAREA BEDROOM 20 H3 -6 FLAT ROOF BELOW L 5'-T 5'-T 3'-6' '-0" 3'-6" 5'- 5'-3,>SECOND FLOOR PLAN SCALE: 1/47 1,-0, 1016" 4,-0, 10'-6" 1 -6" SECOND FLOOR DEMOLITION PLAN C D OCINDOW O REPLACE DOREVE NICHOLAE F RE PLIF FRONW FRONT WINDOWS An NEW WITH NEW REPLACE ARCHITECT, INC.— EXIST. FRON 2,-0' DOOR WITH OSTERVILLE, MAO LINE OFF T CEILING ABOVE B 12'-0„ 5'-0" BEDROOM FRONT BEDROOM_ 00— ;;A �Dl 41 z' ® ENTRA CE _ nI-IF to — LINE OF WALL ABOVE _ ACCESS DOOR TO3 wu 7' CRAWL CD to SPACE BELOW A 01R� � M 0 BATHRo % 4'-0 GOJA ATHROOM TUB/ SHELF & POLE SHE MECHANICAL THI KEN WALL SHOWER OOM 6111 ABOVE -4- —- —————— ' Zt ��I a 3 u'P— ® ® v— — -- --� -- - -��°I I — I II c°Q SI REVISIONS: ABO KITCHEN LIVING ROOM DECEMBE — R 18, 1 99 7 of 102 Jd wa�; 2,_ „ LL Z PROJ. NO. 9703 �NE OF RAISED ILING BO DESCRIPTION FEAR EXISTING ALL To BE REMOVED DEMOLITION FLOOR PLAN SAill, ENTRANCE EXISTING YAL TO REMAIN 105 a FIRST FLOOR PLAN SECOND FLOOR PLAN® DINING SCALE: 1/4" _1,-0„ AREA DATE: NOVEMBER 11, 199 7�� 3 -6 � /� — L - -I —9 FIXED DOOR FIXED DOOR4 WITH TRANSOM WITH TRANSOM 4'-9" AOVE ABOVEIK NWSS DORIT TRANSOM B OA TI— - - ' ' FIRST FLOOR DEMOLITION PAN FIRST FLOOR PLAN 19'-6" 3 -6 o 6' 19'-6" - SCALE: 1 4 = 1'-0 COMPANION 2"X6" #2 OR BTR S-P-F COMPANION 2"X6" #2 OR BTR S-P-F EXISTING 2"X4" MEMBERST11\ EXISTING 2"X4" MEMBERS III - - - II I I I I I I I (- - -- - - - - - - - - - - - - - - - - - - - - - - 'I NOTE: ONLY i I I I IONS OF EP CE 'X4 ME BE 1 I THE FRONT ROOF TICAN BE REUSED. RAG O SA RESIDENCE I I I I I I I) / X8" #2 R H R I I I I I I I I I ( REMAINING ROOF MUST BE NEW S-P F. NT D CONSTRUCTION TO MATCH NEW II INSU TE W/ G 1 I I I I ( I I I I CONFIGURATION 12' I I OSTERVI LLE, MA G -R IGID BO D I I 0 1 ^ I I I I I I I I I I I I 9,-3" 2, 12'-0" I I III I I I 2 -9" 9'-3" ., I � I III I I I I I I I I I I I II I I _ I 2-2"xe'. W/ 1/2' CDX ( I i i i z- x8" W/ /9""�CDx I ( 1 I ( GENERAL NOTES: FLITCH. (THIS ONLY SPANS I I " I H. THI 0 S S I I I o The drawing and all ideas, arrangements, ONE WINDOW). INSTALL i 4"X 11 4" L.V. - - - 3/ 'X 1 1/ L. .L. ON „ OW) IN ALL ) I w� I 9 9 2"X4" IN OFF-SET - - - I z X I OF SE TUTA ( 1 I o a a o designs and plans indicated thereon or SNOW COLUMNS- TiJDI I r o ( represented thereby are owned by and WINDOW MULLION STUD I WINDOW ON POCKET (WIN�OW I'I') I i 4"X4" #2 OR BTR ( I I ( POCKET a SNOW POSTS- III` HEM-FIR SOLID III I 1 I I I I I 1 I I remain the propertyNopart Dhere N hall eff, Architect Inc. No art.thereof 'shall be 3-2"X4" STUD GRADE S i CK I I ( i utilized by any person, firm or - - -- - - - _ ( I I I I y I _- I I I I I I ( ( I I corporation for any purpose; except with specific written�XF � i COLUMN " Doreve NicholaeffeArc�htect,ssion of cthe firm I1 4 .V.L 1 1 3 4 X 1 1/ L. .L. I lr ,p Z a I w� I a I I N An errors or discrepancies on the �► I I � aw I I I SOW "0s - L I y P x - -1_-I _ w I _- 3 2'X S RAD \11IN 9 P 9drawin s, sho drawin s and details are I I __ ~ l; ~" S P- HUI T- o, a o to be brought to the attention of the I j z rn to I , I C LU� S I wSi Architect before the work has --- Hr koo �FrL)a ccommenced. ---- �•fo LEAD COATED Dimensions are to be used and no r____ I1 WP+ IICOPPER FLAS CRICKSI Io Cq v� I o drawings are to be scaled. I �\wF DOUBLE I III I i III ( 100a R N X I I 1 I I I I I D� 1TRDMER & HEADER I 1 w a� I I .-� ( I RAFTERS 3'-6" 7'-0" 3'-6 - � I I _I - --- -- K;j— , — I I I EXTERIOR HEADERS- 1 1 6„ SLOPE SLOPE SLOPE SLOPE 1' 6 BEARING WALLS I I 3-2"X8" W/ 1/2" CDX 1 EARING WALLS—/ I ( . 2"X4� INTERIOR, i FLITCH PLATES i I' 1 ^o' 2"XB EXTERIOR 0 1 I I I X6' EXTERIOR I I I i 18"O.C. 1 FLAT CEILING JOISTS 6 O.C. i 2"X6"/B" #2 OR BTR I I S-P-F (DASHED LINES) I 1 i — — — — _ — — — — — NOTE: THE RIDGES & VALLEY �— RAFTERS ARE 2,950 PSI Fb =1 — — — — — — EXTERIOR HEADERS- 1 LP GANG-LAM L.V.L. STOCK I EXTERIOR HEADERS- 5'-3" 5'-3" 5'-3" 5'-3" �— — — — 3-2"XB.. W/ 1/9' CDX I ITEMS J I L3-2"X8" W/ 1/2" CDX — — — — FLITCH PLATES / J FLITCH PLATES (ONLY WALL IS WALL IS U3,E6„) 3'-6" 3'-6" 2'-6" 10'-6" \� 10'-6" 9'-6" » i 2-2'X8' W/ 1/2' CDX 7'-0 PLYWOOD FLITCH �- -----------/ ROOF FRAMING PLAN ROOF PLAN /11 19'-6" 3'-6" 8'-0" 3'-6" ' 19 -6" SCALE: 1/4' 1'-0" SCALE: 1/4„ _1,-0„ C D NOTE: ONLY PORTIONS OF THE FRONT I ( I I NOTE: ONLY PROTIONS OF THE I I FLOOR CAN BE REUSED. THE REST OF THE FLOOR IS NEW CONSTRUCTION. THIS IS 1 FRONT FLOOR CAN BE REUSED. B I I PREDICATED ON THE ELIMINATION OF MIDDLE I I THE REST OF THE FLOOR IS i I I I I Io I I I I III I I I I I I I F BEARING LINE AND INSTALLATION OF NEW D 0 R EVE N I C H 0 LAE FF NEW CONSTRUCTION. THIS IS HIE + I I E z I I I I I ALIGNED REAR SUPPORT CONSTRUCTION. I i I PREDICATED ON THE ELIMINATION 17 I ( I I &0 I I I I 1 I ( I I I ( I I I �, ARCHITECT INC. IROW OF SOLID BLOCKING OF THE MIDDLE BEARING WALL IN 12'-0" I /`1 ORDER TO ENLARGE THE REAR o I I i I I oti I I I I I BEARING WALL EXTENSIONS- I_I ROOM SPACES. I ( I I c w I I I I I i I I I ( I I I I i o I I I I `i WOOD FRAME TO HAUNCH UNDER EXISTING OSTERVI LLE, MA i o I o POINT LOAD PATHS FROM ABOVE I I I I I + I I I I a I I I I 12'-0" I I I 9,_3 �,2,_9„ w FLAT WALL COLUMNS- - I FLAT WALL COLUMNS- I - 5'-0° I I I I o w l I I I III ( I I ( I i I o q » t\ LP GANG-LAM STOCK I I LP GANG-LAM STOCK I I I i I I I 2 -9" 9 3 IS FEATHERED INTO THAT I I SR EABTHERED ON-FLAT I- — — I I I I w ( I I I i i I E,�IS IN I I ' ( w WIDTH WALLS 1 I NARROW WIDTH WALLS I I FLUSH Y OOR RIM & 00X_RAMS — — — — — �v�oa I I BASEMENT — w I II 2EA 1 X 7 1/4 LP GANG-LAM T 12-9 1/2' LP GAN:-LA I I 10" DIA.I CONCRETE SONOT IHE I ° MEMBERS FASTENED �P/ GLUE AND a y_. t ME'�(B,'ER �. FAI TEN TOG THEI I-i I-I I I ( r , SET ON 10'X2'-6" SQUARE PAD �? 2 ROWS F 16d ® 1Z, .C. I I - - _- 1 �OMM (BEARING FOR NEW FLUSH L.V.L.) — — I w I F ° tit.GERE — _ L W/ I_ US FACE ( J _ a°ABO s OR W SLOPED L H r EILING i I l i I i I REMOVE EXISTING BEARING LINES 0 0 I FLAT CEILING SECTIONS, I 1 2-9 1/ 126 JOISTS, OF HOU E ALONG WITH ANY " „ FLUSH FLOOR RIM & 2'X8 ®18 O.C. I p,rn p I I I I I SUPPO G FOUNDATION OR ( I I Ix 1 a �l I Box BEAMS- _ __ �J NEW CONSTRUCTION I ARD 2EA 1/41" I SP C o I ye 2 EA 1 3/4"X 7 1/4„ I I I I U E GS J ( I I o z I ---- LAT CO C ION PR VIDE — ---- I I � w I LP FASTENED LRAM GMEMBERS I ( SUPPORLUE ANIDT COLUMNS r ° I BTR /4" 307 BOL S W N TS I I i „ I - a I w w r p-�h 12 ROWS OF 16d® 12"0. I I HEM-FIR SOLID STI I \ I I WA HER S G I fGH N I I r I I -I - � I pl I ---- J TO EXTEND TIGHT T I `� eo I - _I OLT 0 _ - 1 1ST FLOOR WOOD I I- - + I- - --- _ I I l GIR HE OW --- �,� a' I _ I I 1s6 1 -- a rn c>~ ��// �` o TOP (NAILING SLEEPIER „ u a I i I I i BEARING WALLS- w r c? wo w � „ - �` I S DEL BEAM PO - I i l I I HOL77��EED TO TOP _ I I 1�',' 3 SQUARE - - I v/ \ i I 2"X4'' INTERIOR, I coy o A ® _ 2',X4 INTERIOR, ® I �` � 1 G UT NG I I FLANGE W/ 1/z'DIA� J --� I ( cv 1 X5 X5' ET N E-+ F0 R o III I i I I 2"X6' EXTERIOR ® d E-+ .E 2'X8" EXTERIOR o I I i BOLTS STAGGER SPACE 3 1/9" CONCRETE - -_- -I- it O.C. w I 'vFi w A rn�rn 16' O.C. I a ( BE • E W DG ES►� _-- I -I 1 L 32' O.C. LALLY COLUMNS W/ -9 /2" LPI 6a OIST a E4® w P4 q / �, ) ad 1/4 X4 SQUARE c I I a s ci c r� w a s I a o / / `� I ( I - - J I CAPS AND BASES. WELD `m z / �` I REVISIONS o q c ti cti q�oq o I Eo,E .d I d� .., - _ 1 12 X3 -0 SQUARE 12' 3 -0 SQ ARE CONNECTIONS. FOOTER ®a ^' I I I 1 OTER FOOTER PADS TO HE 12'X3 C CQ J w-� o m w .w\w w a a - - { SQUARE CONCRETE 0 q a o "�c � � H� I � _ — � I LUSH I!.00R BEAM �� o DECEMBER 18, 1997 07 Ey rwi PQ q`�a 9 1/4 LP GANG-LAM �, p R L SPACE a c a a \poq o ' < I _ I -� MBERS. FASTEN a� I O i r - A, z ►.o ao. o a o '" g° 1 I I OGETHER W/ GLUE AND IN. 4'- ' I _ � qv� �� �Z�tcagrn o\w I I - ---� I \� l I — — _ �e� `I1 2 BTR 5-P-F 18"O.C. ° l I ROWS OF i8d ® 12"O.0 - R w C ----J a,� �w I _ _ J 1 r, w WHERE FLUSH FRAMED USE .., E 414 U I j I z I ( i I I SIMPSON LUS28 FACE w a ,J L I ( I I a o OF HOUSE ALONG ALINES MOUNT HANGERS °D o a I - L _1 SUPPORTING FOUNDATION OR W or'v M y�' i Ill I UNDERPINNINGS 2ND FLOOR JOIST-2"X8" — BEARING WALLS 2EA. 1/4" SPLICE PLATE #2 BTR S-P-F ® 12"O.C. a o a 2"X4" INTERIOR, CONNECTIONS. PROVIDE 3/4 WHERE FLUSH FRAMED USE 3 1/2" CONCRETE P R OJ. N O. 9703 2"X6" EXTERIOR ® A307 BOLTS W/ NUTS & SIMPSON LUS28 FACE 18' O.C. HANGERS << o x� LALLY COLUMNS W/ WASHERS. SNUG TIGHTEN MOUNT BOLTS ONLY. A ��z cA/n4s AND HasESU WELD a DESCRIPTION _ , RA L P CE Fl, FOUND./1ST FL. FRAMING w'A N P CONNECTIONS. FOOTER HAND JOIST/FLUSH " E• // `{' PADS TO HE 10"X2'-6" . ROOF PLAN HEADER-1EA. 1 3/4 X p,,7 1/4" LP GANG-LAM . �. _ _ SQUARE CONCRETE ROOF ' FRAMING xca i..� i/ I I — SECOND FLOOR FRAMING _ _ _ _ gun -s�> I L �aa�0MM - — — a — DATEENOVEMBER 011 1997 EXTERIOR HEADERS- a� EXTERIOR HEADERS- — — —" — — — " � „ —' � OLTED TO TOP ( I 3-2"X8" W/ 1/2" CDX i v p,a 3-2'X8" W/ 1/2" CDX MAIN FOUNDATION- 10 X4 -4 W/ i GE W/ i/2"DI _- " „ , FLITCH PLATES H o vqi c FLITCH PLATES P1FAACH #4 BAR TOP & BOTTOM. OLTS STAGGER SPACED i/4 X5 X5 SET IN FIREPLACE FOOTER- GROUT LEVELING ALLOW FOOTER TO BE PLACE 1/2"XI ANCHOR BOLTS O.C. „ BED. (POCKET DOES 6" WIDER IN ALL DIRECTIONS c.4 E• „ ® 6 -0 O.C. REST FOUNDATION GO BELOW LEDGE) DEPTH TO REMAIN 10" ON 10"X20 STRIP FOOTING. m PROVIDE 2 EA. #4 HORIZONTAL ep w \ BARS CONTINUOUS IN STRIP q EXTERIOR HEADERS- FOOTING. 3-2"X8" W/ 1/2" CDX 4 FLITCH PLATES 3'-6" 8'-0" 3'-6" 19'-6" SECOND FLOOR FRAMING PLAN FQUNDATION- FIRST FLOOR FRAMING PLAN __j SCALE: 1/'4" =1'—0" SCALE: 1/4' =1'—0" i RAGOSA RESIDENCE j OSTERVILLE, MA WOVEN RIDGE VENT CAP ROOF PITCH STONE CHIMNEY TO MATCH (CONSULT WITH +� EXISTING ARCHITECT IN FIELD FOR FINISH TYPICAL ROOF CONSTRUCTION: & CONFIGURATION) WESTERN RED CEDAR SHINGLES, IY' LONG, PERFECTION GRADE #1 LABEL, CEDAR BREATHER (V.I.F.) 30# FELT ON 5/B" CDX PLYWOOD GENERAL NOTES: O The drawing and all ideas, arrangements, designs and plans indicated thereon or represented thereby are owned by and remain the property of Doreve Nicholaeff, Architect, Inc. No part thereof shall be utilized by any person, firm or corporation for any purpose; except with I specific written permission of the firm TYPICAL WINDOW & ➢oox TRIM 5/4" x 4" WOOD TRIM WITH I Doreve Nicholaeff Architect, Inc. BACKBAN➢ & WOOD SILL SECOND FLOOR DECK Any errors or discrepancies on the drawings, shop drawings and details are to be brought to-the attention of the a c Architect before the work has ❑I❑ ommenced. FTWHITE CEDAR SHINGLES WITH 5" EXPOSURE (ALL CORNERS TO BE WOVEN SHINGLES UNLESS Dimensions are to be used and no B O OTHERWISE NOTED l drawings are t0 be Scaled. ® ® O O O O O - - - - - - - - - - - - - - - - - - - - - - FIRST FLOOR DECK NEW CRAWL SPACE FOUNDATION CRAIPI, SPACE-_ NEW CRAWL SPACE FOUNDATION (MIN. 4'-0" CLEARANCE TYP.) EXISTING FOUNDATION NORTH ELEVATION EAST ELEVATION SCALE: 1 4 = 1'-0 SCALE: 1 4 = 1'-0 z DOREVE NICHOLAEFF ARCHITECT, INC. G G OSTERVI LLE, MA WOVEN RI➢GE VENT CAP STONE CHIMNEY I WOVEN RIDGE VENT CAP (CONSULT WITH ARCHITECT IN 000/0,0 FIELD FOR FINISH a & CONFIGURATION) I CONCEALED VALLEY � FLASHING FU TIE 0- ]ED TOOMATCH PITCH I I ( EXISTING O WINDOW B X WINDOW B X SECOND_FLOOR_DECK FIXED F1 ED FIXED WOOD BRACKET WHITE CEDAR SHINGLES WITH I I I 5' EXPOSURE (ALL CORNERS TO BE WOVEN SHINGLES UNLESS REVISIONS: OTHERWISE NOTED FIXED I FIXED 0 I I QD 0 0 0 DECEMBER 18, 1997 - - - - - - - _ FIRST FLOOR DECK _ - - - - - - - STUCCO ALL EXPOSED - - - - - - - - - - - - - - - - - - FOUNDATION WALLS DE�CRIPTJ. CION9703 — — — — I NEW CRAWL SPACE FOUNDATION CRAWL SPACE__ — — ELELVAIIUNS EXISTING FOUNDATION — ��- - - - - - - - - - - SCALE: 1/4 _1,_0„ - - - - - - - - - - - - - - - - - - - - - - - � DATE:. NOVEMBER 11, 1997 SOUTH FLEVATTON _ WEST ELEVATION SCALE: 1 4 - 1 0 SCALE: 1 4 = 1'-0 i RAGOSA RESIDENCE i { OSTERVI LLE, MA CID 4 1 2" 5' r, 1/2 cat 5/4.' WOOD \� TRIM (TYP) 4 > 2" 5" 5/4"X4" TRIM 'B' DETAIL GENERAL NOTES: 16' W/ BADOOR SCALE: 1 1/2" =l''-Q" The drawingand all ideas arrangements, SOFFIT VEN (TYP. DOOR � g W/ COPPER/BRONZE & WINDOW TRIM) ' SCREEN. PAINT RAFTER designs and plans indicated thereon or represented thereby are owned by and TYPICAL RAKE DETAIL ENDS BLACK TRIM 'A' DETAIL remain the property of Doreve Nicholaeff, — Architect, Inc. No part thereof shall be SCALE: 1 1/2�� =1'-011 SCALE: 1 1/2„ -1 —0 utilized by any person, firm or corporation for any purpose; except with specific written permission of the firm Doreve Nicholaeff Architect, Inc. ROOF PITCH TO MATCH EXIST PITCH Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the LL WOVEN RIDGE VENT CAP Architect before the work has commenced. 3/4" X 3" STRAPPING / " GYP. HD. WITH 1 1/22" THICK PLASTER DlmenSlOnS are to be used and no SKIMCOAT drawings are to be scaled. FT-1 H4� Cq SITTING MASTER BEDROOM AREA o 1 FLAT ROOF WITH CONTINUOUS MEMBRANE 2ND FLOOR DECK TRIM 'A' - - - - - - - 3 4" T&G PLYWOOD SUBFLOOR ELEV.- J r r, r 4 or BATHROOM REAR TYPICAL EXTERIOR WALL of LIVING ROOM CONSTRUCTION: KITCHEN CHEN b, ENTRANCE WHIT CEDAREXPOS HINGLES VAPOR BARRIER ON Li 11 1/2" CDX PLYWOOD R-19 INSULATION (ALL CORNERS TO BE WOVEN SHINGLES) 1ST FLOOR DECK _ - - - - _ - 3 4" T&G PLYWOOD SUBFLOOR ELEV._ o Z i I NEW CRAWL SPACE NEW CRAWL SPACE NEW CRAWL SPACE EXISTING BASEMENT EXISTING BASEMENT BEYOND -- - - - - - - - - - - - - DOREVE NICHOLAEFF SECTION -B - SECTION-A- ARCHITECT, INC. SCALE: 1 4 1'-0 SCALE: 1/47 OSTERVILLE, MA 4 WOVEN RIDGE VENT CAP R-30 INSULATION co CV 3/ " " / 2'-5 1 1'-9 /2» 0 18 WESTERN RED CEDAR SHINGLES 41 X 3 STRAPPING LONG, PERFECRTION GRADE 1%2" TH CKBD.PI.AS ER ----- 1 LABEL OVER CEDAR BREATHER SKIMCOAT — (V.I.F.) / -- 30# FELT OVER 5/8" CDX PLYWOOD ` TYPICAL UNLESS NOTED OTHERWISE ROOF PITCH TO MATCH EXIST CH \ ® co C PIT I Cat � � I / I CAI ® WALK—IN `" / c B Ll 2150 F C CLOSET O 1 3702 TRIM 'B' O Co SITTING co ®2962 ?DOUBLPELLAE H C DOUBLEAD PELLA -HUNG D AD 3-2962 1 0 BATHROOM 36' ICE & WATER �n PELLA CLAD HUNG O O PELLA CLAD cp BARRIER (TYP. ® AREA / DOUBLE-HUNG DOUBLE-HUNG EAVES) 2ND FLOOR DECK HEIM* 3 4" T&G LYWOOD SUBFLOOR ELEV.= - - - ADER FLOOR EAM- S _ _ REVISIONS: Wan W 2 4" 7 GANG-LAM LEDGERS THRU MEMBERS FASTENED W1 CLUE AND BOLT W 2•D .0 -1 1 2" 3'-1 1 2" 1._9 /2.. / 1/ L+I, 1/2" GYP. BD. WITH — CARRIAG BOLTS STAGGER PLABSTERI SKIMCOAT DECEMBER 18, 1997 j SPACED 6"O.C. DECK ® WALLS (TYPICAL) FRAMING ATTACHES W/ OS ® rr i LEDGER TO SUPPORT WALL OVE b' 1 p FRONT DININ KITCHEN KITCHEN BEDROOM AREA ENTRANCE 1Ll I i iL O2-2538 PELLA CLAD ©PELLA CLAD 46 146 DOUBLE-HUNG (�NELIA CLAD 3/4" T&G PLYWOOD SUBFLOOR DOUBLE-HUNG DOUBLE-HUNG 1ST FLOOR DECK _ PRO,J. NO. 9703 ELEv.= 02-2962 DESCRIPTION 9 11V' LPI 26a ® 16"O.C. NAILING SLEEPER BOLTED FLUSH FLOOR4 LF GANG-LAM R-3o INSULATION E PELLA CLAD ,. DOUBLE HUNG BUILDING SECTIONS RUN LONG LENGTHS TO TOP FLANGE W/ 1/2"DIA. MEMBERS FASTEN TOGETHER CONTINUOUS WHEREVER BOLTS STAGGER SPACED ® W/ GLUE AND 2 ROWS OF POSSIBLE 32"O.C. 16d ® 12"O.C. ATTACH ALL SUPPORT COLUMNS& PADS JOISTS W/ SIMPSON USE 3 1/9" CONC. LALLY COL. , „ NEW CRAWL SPACE FLUSH FACE HANGERS EW CRAWL SPACE W 1/4"X4" SQUARE CAPS AND SCALE' 1/47 -1 —0 BASES. WELD ALL CONNECTIONS. DATE: NOVEMBER 11 1997 E_EFOOTER PADS TO BE 12"X3'-0" ' SQUARE CONC. 2-2538 EXISTING BASEMENT EXISTING BASEMENT OPELLA CLAD DOUBLE-HUNG SECTION- D - SECTION WINDOW SCHEDULE SCALE: 1/4" = 1'-0" SCALE: 1 4" = 1'-0" e