Loading...
HomeMy WebLinkAbout0097 GOODVIEW WAY � - �� �f ��' ��' � ,,�' r, `. � _ V. a� �' �. 4,,,,h , s .. �. ', .. �.. :, ,}. .. E-� .is ,., -� - � � �, ,c n �. i. i - ., '.�. � V V �� -� .;. 9 U ,. pit. . ': -. ... .: � .. _ , 4 v n .., ,. <,y .. .. .. .. is .,. `_ „ :� a 0-', . -., ;- , -- ,' �, __ .. ,. � a, d ll 1 t. �` ' �, 0 ,. .: :. .. i. . -: ,. e' ., ,.. x� C ,: ,. ,. 9 - .�, . U P. �. T , �: . �: � .-. i i � n r. �. ,.�� :- :,. , �1 ... .. . ._ :.. � ... � .. . p 4; M1 r _ 4 �, 6 � y .. -� .3 ... ,. ..�. , . _ � ., ,. , .- - �. _. � .. .. a �., ., . .. _ �� _: -` - .:. -a. _ _ ,. o , p - ' a .; �' d �.. .„ .. _ o _ � .. .. � _ .: ,_. ., ,. „ _ ... ,. u P ': t, , � ; n 4 � r ; ., a� a _ o _ :: � .� O �.� ., 5 ' ►. � _Town of Barnstable_ RIIl MRNSM 6 Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept IPosted Until Final Inspection Has Been Made. 9 ' cwu►+' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. I Permit Permit No. B-18-3013 Applicant Name: Lindsay Alcorn Approvals Date Issued: 04/02/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/02/2020 Foundation: Location: 97 GOODVIEW WAY, BARNSTABLE Map/Lot: 319-084 Zoning District: RB Sheathing: Owner on Record: DECICCIO,JEFFREY A TR Contractor Name: LINDSAY T ALCORN Framing: 1 Address: 4183 CORTE LA VISTA Contractor License: CSFA-065169 2 SARASOTA, FL 34238 Est. Project Cost: $ 12,000.00 Chimney: Description: Replace existing roof shingles Permit Fee: $61.20 Insulation: Project Review Req: Fee Paid: $61.20 Date: 4/2/2020 Final: Plumbing/Gas Rough Plumbing: '\Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`'issuance. All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for-public inspection for the entire duration of the Final Gas: work until the completion of the same. I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). �.o Q Fire Department <� Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 9� 112345 _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'A a Map ` Parcel v Application Health'Division Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 97 Goodview wad Village Barnstable Owner Jeffrey Deciccio Address same Telephone 508-362-3108 Permit Request air sealing, insulate attic (R-19) Square feet: 1.st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1440 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ 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 Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other 2.- Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑-Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn:'O existing E U new. size: Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: IL i n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RISE Engineering Telephone Number 401-784-3700 Address 1341 Elmwood Ave, Cranston, RI 02910 License # 100459 Home Improvement Contractor# 120979 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r FOR OFFICIAL USE ONLY i APPLICATION# z `*DATE ISSUED. � "? MAP/PARCEL NO._ 1 ADDRESS VILLAGE F' ! OWNER r t , DATE OF INSPECTION: ,',=_FO_UNDATIQN FRAME INSULATION; t t` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL { ";GAS:- ROUGH FINAL (FINAL BUILDING ti r DATE CLOSED OUT ASSOCIATION PLAN NO. , i RISE ENGWEERING Federal ID#05-0405629 RI Contractor Registration No 8186 A division of T'hieisch]Engineering it9A Contractor Registration No 120979 CT Contractor Registration No 620120, 1341 Elmwood Avenue,Cranston,Ri 02910 (401)784-3700 FAX(401)784-3710 C® T %F.49�7 Page 9 THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS E N C A N E E 1R I N G DESCRIBED BELOW CUSTOMER—_------ _—_ ----------- PHONE—_ - -- DATE — _— - Client R----- Jeffrey Deciccio (508)362-3108 08/27/2010 112345 SERVICE STREET BILLING STREET 97 Goodview Way 97 Goodview Way SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Barnstable,MA 02630 Barristable,MA 02630 JOB DESCPJPTION RISE Engineering will provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements and other unheated areas(windows are not generally addressed.) This work will be performed at the rate of$66 per man per hour,which includes materials and testing. 8 man hours. $528.00 RISE Engineering will provide labor and materials to install a 6"layer of R-19 unfaced fiberglass batts to 1152 square feet of attic space. $1,440.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 100%incentive for air sealing. $528.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. -$1,080.00 VVE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF '"Three Hundred Sixty&001100 Dollars $360.00 UPON FINAL INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL.INTEREST OF-1%VW(1LL BE CHARGED MONTHLY ON ANY UNPAID.BALANCE AF R 30 YS.SEE SE FOR IMPORTANT IN ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING/ND CONTRACTOR REGISTRATIO DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPA S , AUT ORIZED SIGNATURE-RISE ENGINEERING CUSTOMER A NOTE:THIS CONTRACTMAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN - DATE OF ACC TANCE —_— � AC NCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE �� + S' fc) ClF BARN4 A LE 2006 DEC 22 All 7: 59 N DIT€sTON Q �l 24.0' � O l� O 24.9' O h p O• 20.9' R=25.00 Exist. L=24.45' Fdn. 40.0 OF=20.1 (NG VD) otsD & F Q,784t S.F Exist. 0.32f AG Gar. spry ry h w 25.0' 32.6' C-) N 6639E 0, N� l STREET ADDRESS #97 GOODVI£W WAY ,"''! ASSESSORS' MAP 319 PARCEL084 TOWN OF BARNSTABLE ZONING PREPARED FOR. PATRIOT BUILDERS BY-LAW PLAN REF.: L.C.C. 19221-A LOTS 0 & F ZONE : RB SETBACKS FRONT = 20' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SIDE = 10' KNOWLEDGE, INFORMATION AND .BELIEF THE FOUNDATION REAR = 10' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED SNOFMASO, ON THE GROUND. TERRY ANN N "AS—BUILT" WARNER , ' THE DWELLING DEPICTED ON THIS �, No.38721 g PL 0 T PLAN PLAN WAS LOCATED ON 774E GROUND 6 �� IN BY SURVEY ON DEC. 12, 2006 AND VAL EXISTS AS SHOWN AS OF 7HE DATE BARNSTABLE, MAS OF LOCA71ON. J to SCALE. 1"=40' DEC. 14, 2006 THIS PLAN IS FOR PLOT PLAN 7ERRY A. WARNER, P.L.S. PURPOSES ONLY. gr_ 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. O 20 40 80 PROJECT N0. 06-174AS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -\c Parcel Permit# Health Division Date Issued ® _ Conservation Division Fee Tax Collector pit D Da Treasurer 1 r Planning Dept. Checked in By rli I __ _ 2-� Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis /o/i� Project Street Address 7) G�n d©� Village Owner ® -e- � C C- © Address es 9 C6-)LA. 4 TelephoneO' "�-R� 0 Permit Request Square feet: 1st floor: exist g 900 proposed ISI� 2nd floor: existing proposed kY)a Total new Valuatio Zoning District Flood Plain Groundwater Overlay Construe on Type Lot Size=\ Grandfathered: ❑Yes U No If yes, attach supporting documentation. Dwellingypeingle F trnily� Two Family ❑ Multi-Family(#units) Age of Nstin tructure y`Z Historic House: ❑Yes SLNo On Old King's Highway: V Yes ❑ No Basement Type: ❑ FuW ❑Crawl ❑Walkout *_Other?n oy.�.. �-�•�.�` �� Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 'A`Z) Number of Baths: Full: existing new Half: existing 0 new O Number of Bedrooms: existing_ 3> new Total Room Count(not including baths): existing �D new_ First Floor Room Count Heat Type and Fuel: 5LQas ❑Oil ❑Electric ❑Other Central 'r: Ye #.No /Fireplaces: Existing New�Ixn Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:Cl existing ❑new size Barn:❑existing ❑new size Attached garage-�(existing new size Shed:❑existing ❑new size Other: P Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes *o_._ If yes,.site plan review# -Current Use Proposed Uses- %"`'� °-� BUILDER INFORMATION Name �'C 0���: \&O►-� Telephone Number ��'' ®Tl Address `��`l�c,J 01 License# NX O'.Nhq�e Home Improvement Contractor# Worker's Compensation# � .�� `�� fi�� O&P ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \"� li�;� SIGNATURE DATE S t, v FOR OFFICIAL USE ONLY i PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS 1 VILLAGE w OWNER 3 DATE OF INSPECTION: , FOUNDATION /�� (�d lj�pr L aLl) & FRAME INSULATION l FIREPLACE , ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING " ' DATE.CLOSED OUT ASSOCIATION PLAN NO. t-i t Town of Barnstable o� Building Department - 200 Main Street M STABLE, * Hyannis, MA 02601 MASS. 9�A 1639. , (508) 862-4038 rFD MP'�s Certificate of Occupancy Application Number: 20063792 CO Number: 20070155 Parcel ID: 319084 CO Issue Date: 07/24107 Location: 97 GOODVIEW WAY Zoning Classification: RESIDENCE B DISTRICT Village: BARNSTABLE Gen Contractor: PATRIOT BUILDERS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 40 Building Depa nt Signature Date Signed i 1HE TOWN OF BARNSTABLE Building Application Ref: 20063792 BARNSTABLE, Issue Date: 10/31/06 Permit 9 MASS. QpAr16 339. a1 Applicant: PATRIOT BUILDERS Permit Number: B 20061605 Proposed Use: RESIDENTIAL Expiration Date: 04/30/07 Location 97 GOODVIEW WAY Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 319084 Permit Fee$ 710.12 Contractor PATRIOT BUILDERS Village BARNSTABLE App Fee$ 100.00 License Num 072814 Est Construction Cost$ 173,200 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 8 ROOM CAPE WITH ATTACHED GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DECICCIO,JEFFREY A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 579 CENTRAL ST INSPECTION HAS BEEN MADE. BOYLSTON, MA 01505 Application Entered by: NL Building Permit Issued By: dau /f- THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR AN&/PART,THEREPqF EITHER.TEIVIPORAR[L OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT=SPECIFICALLY PERMITTED UNDER THE BUILDING COD ,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,0173HIS 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. i 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 TO GUARANTY FUND(as set forth in MGL c.142A). ems' ., <..F. t ✓ ,a ,,y,,. ,, BUILDING INSPECTION )APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS . )loll J.,e,,j C 3 1 Heating nspection Approvals Engineering Dept Uept 2 Board of Health 7 1.?Y�d 7 ZY 0 Affidavit of Substantial Financial Interest of�- ' �•\� , on oath depose and state as follows:. 1. 1 am an applicant for a building permit for the property located at psi, Parcel Ld _. The address of the property is Q 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. - the 3. Within in the last twelve months from today's date, which is OC;Ncl - following individuals or entities have had a 1 /o or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address I have had 4. Within the last twelve months, from eSd y's date,n ch is the following properties which have been a 1% or greater legal or equitable inter the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted _building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted D building permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju i of , 200LO 1 2001-00501affin nrr=PY/AFFIDAVIT r Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:DeCiccio Residence CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: Single Family DATE:09/20/06 DATE OF PLANS:; PROJECT DESCRIPTION: 97 Goodview Way Barnstable,MA DESIGNER/CONTRACTOR- Patriot Builders,Inc. 537 Route 28 Harwich Port,MA COMPLIANCE:Passes Maximum UA=576 Your Home UA=475 17.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1302 30.0 0.0 46 Ceiling 2: Cathedral Ceiling(no attic) 404 30.0 0.0 14 Wall 1:Wood Frame, 16"o.c. 2760 13.0 0.0 183 Window 1: Wood Frame:Double Pane with Low-E 420 0.270 113 Door 1: Solid 21 0.160 3 Door 2: Glass 84 0.330 28 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1870 19.0 0.0 88 Furnace 1:Forced Hot Air, 92 AFUE Air Conditioner 1:Electric Central Air, 10 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 1995 MEC requirements in REScheckVersion 3.5 le rly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/Designer Date I ' , 1 REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release le DATE:09/20/06 PROJECT=E:DeCiccio Residence Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ J I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.160 Comments: [ ] I 2. Door 2: Glass,U-factor:0.330 Comments: I Floors: . L ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: ( ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. L l I Recessed lights must be 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,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. ( ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. f [ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Thermostats are required 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 shall be provided. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ l I All heated swimming pools must have an on/off heater switch and require a cover unless over 201/o of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to.the levels in Table 2. J Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to l„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts V and Less 1.25"to 2" 2.5"to 4" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Vai-1�i .1_( - _- : .189 Harbor Point ,Rd. -- Cummagt" MA 02647-0361 T6 -�- amp AS of -- _ f A lAN .. - _ -_ _. oar Dgnkl B Braman, P. --,{fA-62b-37-046-1 It _._. I a b t 5_0Rio-CL)-g C,- 4 P,1 __._ l l - _! 05 s-�. ..� :_ t _ ►.�c o _: p�--�. _ . -- � � 1 OAPR 'DdL ram. .' I c*tt-1O I A sad �� �� wt. � ,� loss e. 4-:12 r' ..�a, ..._ ...._.. ..... _ -- --E UNC Wes. ;k 2 — S — r RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. dob: DeCiccio Res. Barnstable Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking I LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 24 . 00 0. 180 0. 180 0. 000 0. 000 0. 480 0. 480 SHEAR: Max V (kips) = 8 .23 fv (ksi) = 2. 93 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 49. 4 12 . 0 0. 0 1. 00 17 . 75 24 . 00 17 . 75 24 . 00 Controlling 49. 4 12. 0 0.0 1. 00 17 . 75 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 47 2 . 47 Max + LL reaction 5. 76 5. 76 Max + total reaction 8 .23 8 .23 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0.260 L/D = 1108 Live load (in) at 12.00 ft = -0. 606 L/D = 476 Total load (in) at 12. 00 ft = -0. 866 L/D = 333 ® Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam1RB05 BC CALL®9.3 Design Report-US 3 spans No cantilevers 1 0/12 slope Monday, September 25,2006 08:53 Build 057 File Name: D Braman_DeCiccio.BCC 41N ?ae: Description: BEAM#5 ess: Specifier: State,Zip: , Designer: Joe Madera Customer. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 B 11.00-00 PO4-00-00 11-00-00 BO B1,3-1/2" 82,3-1/2" B3 DL 1174 Ibs DL 1934 Ibs DL 1934 Its DL 1174 lbs SL 2227 lbs SL 4994 lbs SL 4994 Ibs SL 2227 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Sitow Wind Roof Lire Tag Description Load Type Ref. Start End 100% 90% 115% 133% .125% Trib. 1 Standard Load Unf.Area(psi) Left 00-00-00 26-00-00 15 30 13-03-00 2 Conc.Pt.(Ibs) Left 02-00-00 '02-00-00. 56 93 n/a 3 Conc.Pt.(Ibs) Left 03-06-00 03-06-00 200 368 n/a 4 Conc.Pt.(Ibs) Left 05-00-00 05-00-00 147 250 n/a 5 Conc.Pt(Ibs) Right 02-00-00 02-00-00 56 93 n/a 6 Conc.Pt(Ibs) Right 03-WOO 03-WOO 200 368 n/a 7 Conc.Pt(Ibs) Right 05-00-00 05-00-00 147 250 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Moment 8236 ft-Ibs 51.3% 115% 193 1 -Internal Completeness and accuracy of input must Moment -7991 ft4bs 49.8% 115% 196 2-Right be verified by anyone who would rely on Shear 2922 Ibs 40.20/6 115% 193 1 -Left output as evidence of suitability for Cont Shear 3878 Ibs 53.4% 115% 195 1 -Right particular application.Output here based Total Load Defl. U434 0.304') 41.5%o 193 1 properties building and a analysis d design ( properties and analysis methods. Live Load Defl. L/659(021 36.4% 193 1 Installation of BOISE engineered wood Total Neg.Defl. -0.047" 6.3% 193 2 products must be in accordance with Max Defl. 0.304" 30.4% 193 1 current Installation Guide and applicable Span/Depth 13.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim (L x W) Value Support Member Material BC CAL( ,BC FRAMER®,AJSTm BO Han er Load 3"x 3-10 3401 Ibs 73.9% 43.2% HHUS410 ALLJOIST®,BC RIM BOARDTM,BCIO, B1 Post 3-1/2"x 3-112" 6929 lbs 78.0% 75.4% Spruce-Pine-Fir BOISE GLULAM-,SIMPLE FRAMING B2 Post 3-12"x 3-12" 6929 Ibs 78.0% 75.4% Spruce-Pine-Fir SYSTEM®,vERSA-LAMS,VERSA-RIM B3 Hanger Load 3"x 3-1/2" 3401 Ibs 73.9% 43.2% HHUS410 PLUS VERS A-A VERSA RSTRAND®,VERSA-STtJD®are trademarks of Boise Wood products, Cautions L.L.C. Header for the hanger HHUS410 at BO is a Double 3-1/2"x 9-1/2"VERSA-LAW 2.0 3100 SP. Hanger HHUS410 requires 301 Od face nails, 101 Od joist nails. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Header for the hanger HHUS410 at B3 is a Double 1-3/4"x 9-12"VERSA-LAM®2.0 3100 SP. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection aiteria. Design meets arbitrary(1")Maximum load deflection criteria. IWtuber Slope=0,consider drainage. ger Manufacturer Simpson Strong-Tie, Inc. Sol�E- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Be=11113O5 BC CALC®9.3 Design Report-US 3 spans No cantilevers 0/12 slope Monday,September 25,2006 08:53 Build 057 File Name: D Braman_DeCiccio.BCC Name: Description: BEAM#5 40,Tess: Specifier. State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �i b d Completeness and accuracy input must L� be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based T on building rode-accepted design c properties and analysis methods. Installation of BOISE engineered wood 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=3" d=12" BC CALCO,BC FRAMER®,AJS"O Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, ALUOISTO,BC RIM BOARDTM,BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTv,SIMPLE FRAMING Member has no side loads. SYSTEW,VERSA-LAMO,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are:16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. • " Triple 1-3/4" x 9-1/2" VERSA-LAIM @ 2.0 3100 SP Roof Beam1RB06 BC CALL®9.3 Design Report-US 1 span No cantilevers 112112 slope Monday,September 25,2006 08:53 Build 057 File Name: D Braman_DeCiccio.BCC J b Name: Description: BEAM#6 ress: Specifier. State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: J'2 12 04 k � FTtfr2 q tsMt1 ,& si' ."': P .n,. 4 14-00-00 80,3-1/2" B1,3-1/2" DL 614 Ibs DL 1134 Ibs SL 830 Ibs SL 1817 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1159/6 133%• 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 15 30 01-00-00 2 Cone.Pt.(Ibs) Left 10-00-00 10-00-00 1174 2227 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 10546 ft-Ibs 43.8% 115% 3 1 -Internal Completeness and accuracy of input must End Shear -2874 Ibs 26.4% 115% 3 1 -Right be verified by anyone who would rely on Total Load Defl. U304(0.757-) 59.2% 3 1 output as evidence of suitability for Live Load Defl. U498(0.463") 48.2% 3 1 particular application.Output here based Max Defl. 0.757" 75.7% 3 1 on building code-accepted design properties and analysis methods. an/Depth 17.1 Na 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-112"x 3-112" 1444 Ibs 16.3% 15.7% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-11T 2951 Ibs 33.2% 32.1% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM', Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALUOISTO,BC RIM BOARD-,SCIO, Plumb Cut with Hanger to dbl.to late 12/12 13-3/8" 14-00-00 20-07-01 BOISE GLULAM1m,SIMPLE FRAMING 9 p p SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, Cautions VERSA-STRAND®,VERSA-STUD®are Member is not fully supported at post BO. A connector is required at this bearing. trademarks of Boise wood Products, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. L.L.C. Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. ®Boom, Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Roof Beam\RBO BC CALCS 9.3 Design Report-US 1 span No cantilevers 12/12 slope Monday,September 25,2006 WE Build 057 File Name: D Braman_DeCiccio.BCC Job Name: Description: BEAM#6 elddress: Specifier: ity,State,Zip: , Designer Joe Madera Customer. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input mu: L� be verified by anyone who would rely on a output as evidence of suitability for e Te e particular application.Output here based o T o on building code-accepted design c properties and analysis methods. e 1 e Installation of BOISE engineered wood e o 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Gui or ask questions,please call a minimum=2" c=5-1/Z' (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALCS,BC FRAMER®,AJ$TM ALUOISTO,BC RIM BOARDTM,BCIS, Connection design assumes point load is'top-loaded'. For connection design of'side-Ioaded'point loads, BOISE GLULAMTM SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-ILIA . Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIM®, Member has no side loads. VERSA-STRANDS,VERSA-STUDS are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. ca ® " Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 25,2006 08:53 -Build 057 File Name: D Braman_DeCiccio.BCC b Name: Description: BEAM#4 ress: Specifier: ,State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: �f x F IN z.. &� �.. OW, Vow y ,y 14-08-00 BO,3-1/2" B1,3-1/2" LL 1943 Ibs LL 1943 Ibs DL 1075 Ibs DL 1075 Ibs Total Horizontal Product Length=14-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133%• 126% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-08-00 20 10 13-03-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10385 ft-Ibs 49.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2572 Ibs 27.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U339(0.503') 70.8% 1 1 output as evidence of suitability for Live Load Defl. U526(0.324") 68.4% 1 1 particular application.Output here based Max Defl. 0.503" 50.3% 1 1 on building code-accepted design propediei and is methods. Span/Depth 17.9 n/a 1 Instaallation BOISEs engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable 0aring Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide - or BO Post 3-1/2"x 3-1/2" 3018 Ibs 34.0% 32.8% Spruce-Pine-Fir (8 ask questions,please Ball B1 Post 3-1/2"x 3-1/2" 3018 lbs 34.0% 32.8% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALUOIST40,BC RIM BOARD- BCIO, Cautions BOISE GLULAMTe,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIMO, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDS,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d L� e s o 0 � 0 c o �e e 0 0 0 a minimum=2" c=5-1/2" b minimum=3" d=12" 4 e minimum=3" ling schedule applies to both sides of the member. mbar has no side loads. Connectors are: 16d Common Nails ® Triple 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor BeamkFB02 BC CA1_C40 9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 25,2006 08:53 Build 057 File Name: D Braman_DeCiccio.BCC b Name: Description: BEAM#3 ress: Specifier: State,Zip: , Designer. Joe Madera Customer. Company: Shepley Wood Products Code reports: ESR-1040 Misc: ­Wns' a a a 5 16 00 00 T S, B0,3-12" B1,80bs l LL 4480 lbs DL LL 1285 85 Ibs bs DL 1285 lbs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133°/u. 125°/, Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 40 10 14-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 21759 ft-Ibs 50.0016 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4714 Ibs 33.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U473(0.394-) 50.7% 1 1 output as evidence of suitability for Live Load Defl. U609 0.306'1 59.1% 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.394" 39.4% 1 1 properties and analysis methods. Span/Depth 13.3 n/a 1 installation of BOISE engineered wood products must be in accordance with %Allow %Allow current installation Guide and applicable arinq Su OrLS Dim (L x W) Value Support Member Material building codes.To obtain Installation Guide � or ask questions,please call BO Post 3-1 IT x 3-12" 5765 Ibs 64.9% 62.8% Spruce-Pine-Fir (800)232-0788 before installation. B1 Post 3-12"x 3-12" 5765 Ibs 64.9% 62.8% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALWOISTS,BC RIM BOARD-,SCIO, Cautions BOISE GLULAM"",SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDS,VERSA-STUDS are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. User Notes SUPPORTING 2ND FLOOR ONLY Connection Diagram r{b d a e e e o � o c o �e e 0 0 0 iiinimum=2" c= 10" inimum=3" d=12" e minimum=3" Member has no side loads. Connectors are:16d Common Nails f Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1F1303 BC CAtC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 25,2006 08:53 Build 057 File Name: D Braman_DeCiccio.BCC #Name: Description: 2ND FL CEILING RIGHT SIDE ss: Specifier State,Zip: , Designer. Joe Madera Customer. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 o'" �Iwtl v 16-00-00 BO,3-1/2" B1,3-10 LL 1600 lbs LL 1600 lbs DL 912 lbs DL 912 lbs Total Horizontal Product Length=16-00-00 - Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100°/a 90% 115% 133%. 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 20 10 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 9481 ft4bs 45.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2172 Ibs 22.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U339(0.55) 70.7% 1 1 output as evidence of suitability for Live Load Defl. U533(0.35') 67.6% 1 1 particular application.Output here based % 1 1 on building c ode•aocepted design Max Defl. 0.55" 55.0/Depth 19.6 n 1 properties and analysis methods. San De p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Oaring Supports Dim.(L x W) Value Support Member Material building odes.To obtain Installation Guide BO Post 3-12"x 3-10 2512 lbs 28.3% 27.3% Spruce-Pine-Fir or ask questions,please call (WO)232-0788 before installation. B1 Post 3-12"x 3-1/2" 2512 lbs 28.3% 27.3% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALUOISTO,BC RIM BOARDTm,BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram r••{b d a o s 0-f• 0 c e �• e 0 0 0 a minimum=2" c=5-12" b minimum=3" d= 12" Wn e minimum=3". ber has no side loads. ectors are:16d Common Nails f I i F 5 n o s; g c a g 7 cc: NOTICE OWNER'S DUPLICATE o o' �°, o n' a c THE ENCLOSED DOCUMENT IS YOUR CF o ? £ g g s o a ° o r a y TIFICATE OF TITLE TO TILE PROPERTY C ERTI FI CAT r � � A v = WHICH I'T DESCRIBES. If IS SENT TO YOU S y 3 T ° o C' m °^ o d S o n oz WITH TFIE SUGGESTION'I'll TAT YOU KEEP � j � � � �� OF TITLE d IT IN SAFE PLACE W1111 YOUR OTHER o g o F'7 n'm° ? ° m< 5 W 9 0 o IMPORTANT PAPERS. m 5vE � d mg a0 � � < n 7 7 ti d 3 E < y x cc YOUR CERTMCATE IS TIiF DUPTJCNI-F.C 0 o a c T° cc a o �o< I," A CERTIFICATE ON PERMANEN f RECOR F w w m a AT THE $ARNSTABLE COUNTY REGISTI* m . 0 n^ 134635 v P Cr t, �.A a g :j OF DE DS. ALL INSTRUMENTS AFFECTINf o o m d m ~ ( YOUR CE�TIFIC(NTE ARE ALSO ON PERM4 i JEFFREY A. DECICCIO g $ ° a< 0 'd w = 'b NFNi RECORD AND MAYBE EXAMINED OF 18 3 A MAIN S T RE E T n o aA " 0 y o 5 CQPIEDON REgUFST. MA 01505 BOYLSTON, 10 a ? a n S ° 'ZA This ce fdficatq must accompany every vIl m � ro io C in ° � unfary in¢trument relahing tq this properE) p f e o o o which is presented at the Registry of Deeds. , ~ 999 It should be mailed or delivered to this o(fie . - � 0 � n .m"..x � � m '+ � � n ,t upon request when an involuntary instrumefit o y , m w e ° T m affecting this property is registenm so that tl+e oa t 0 m ° m ° same may be noted hereon. If it is lost,a petition for new certificate sho d r c T ! o 8 be filed at once in the Land Co4ri at Boston ° t 0 7 02, t When a certificate holder dies,a etiHon r < Y o "'h p LAN COU RT new certificate of er death should be fit,d inEi e a a �. �' ° a Land Court if;the property goeF to heirs or a BARNS ABLE COUNTY S 5 m 0 d w F.M- < visees. I REGISTRY DISTRICT Cr J JOHN F. MEADE 1j REGISTER OF DEEDS i ' I U31SIJ38`3GVW •d NHor lsauv I kdoa 3nui v Sa330 dO A LS1031J AUW OO 3l8VLSNHVB G E O R G E S 7- . v75• � I Rom/ F/or.ettf a M. I Elizobv/h J. Cobb Young Li to •_. f J I J-G' k f 70.00 70.00 70.00 70.00 0.00 .DO' • � w K '; faIV, M 1�C H D � : - :. r" o n O O �. ' O �y R ti I60.00 �: �� "n -+ 70 .00 70 00 70t� v..- �-_fl. WAY ti + a x /60.00 b °e \l, 6000WEW b..t5.._ WAY r m ZO zs .; 35 t � 250r � n 80.02 90.01 it \. Aar H►ney C. Sidney C. Salomon ., V1((Edward Morris � 'V pa I O �o -•►. (� za A R V E zz•z, i Doc. No. 621,239 Ctf. No. 134635 TRANSFER CERTIFICATE OF TITLE From Certificate No. 108434, Originally Registered October 16, 1986 in the Registry District of Barnstable County., THIS IS TO CERTIFY that JEFFREY A DECICCIO, of 183A Main Street, Boylston, Massachusetts 01505, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOTS D AND F PLAN 19221-A And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrances_ mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS ROBERT V. CAUCHON, Chief .Jus-t-ice of the Land Court at Barnstable, in said, County of Barnstable, the eighth day of August in the year nineteen hundred and ninety-four at 12 o'clock and 4 minutes Attest, with the Seal of said Court, V SL JOHN F. MEADE; Assistant Recorder. Land Court Case No, 19221 MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE CtP:134635 i 621, —====---=ID========s====a====-_____ ______=====a=====_________=====a====s�====________ DATE OF INSTRUMENT DOCUMENT DATE AND TIME NUMBER RIND RUNNING IN ,FAVOR OF TERMS OF REGISTRATION DISCHARGE 23,945 ES BARNSTABLE FIRE DISTRICT SEE DOC 01-06-1949 1 04-25-1949 8:00 rl 44, 184 ES CAPE & VINEYARD ELECTRIC SEE DOC y 05-21-1949 j! 1 CO (&0) 05-24-1949 10-45 7-------------------------------------------------------------------------------------------------------------------- 24,237 ES CAPE & VINEYARD ELECTRIC SEE DOC 05-21-1949 1 CO (&0) 05-31-1949 2:25 �'l+ 33,775 N RTS & RS SEE DOC 2 07-00-1952 G .A. t vu -------------- --------------------------------------------------'-- •--------___-___---__--------------------------- 232,472 TK TOWN OF BARNSTABLE GOODVIEW WAY 03-02-1978 / c� 1 03-Q3-1978 8:56 Vd1. t ------------------------------------------------------------------------------------------------------------ 621,239 N TERMS & CONDITIONS 12-18-1993 2 08-08-1994 12:04 -------------------------------------_----------------------------=---------------=----------------------------------- 621,240 M NT�DSON NATIONAL BANK D & F 19221-A 08-04-1994 1 4145,000.00 08-08-1994 12:04 i------------------------=---------------=----------------------------I--------------------------------------- 621,241 SD HUDSON NATIONAL BANK AGREE IN DD 621,239 Tb 08-04-1994 �a`�a�� 08-08-1$94 12:04 v --------------------------------------------------------------------------------------------------------------------- 621,241 SD HUDSON NAM ONAL BANK AGREE IN DD 621,239 TO 08-04-1994 2 08-08-1994 12:04 rl--------------------------------------------------------------------------------------------------------------------- I -- - ------ ------- - ---------------------------- ---, ------------------------ -- Doc. No. 621,239 TRANSFER CERTIFICATE OF TITLE Ctf. No. 134635 From Certificate No. 108434, Originally Registered October 16, 1986 in the Registry District of Barnstable County. THIS IS TO CERTIFY that. JEFFREY A DECICCIO, of 183A Main Street, Boylston, Massachusetts 01505, the owners) in fee simple,, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOTS D AND F�,, PLAN 19221-A. And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrances_ mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS ROBERT V, CAUCHON, Chief Justice of the land Court at Barnstable, in eaid_. County of Barnstable, the eighth day of August in the year nineteen hundred and ninety-four at 12 o'clock and 4 minutes Attest, with the Seal of said Court, JOHN F. MEADE, Assistant Recorder. • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ., /gyp Map Parcel Permit# 2W)d62 / Health'Division Date Issued 0 3� Conservation Division Fee Tax Collector Treasurer P CDa hecked in B Planning Dept. Y Date Definitive Plan Approved by Planning Board Approved ByW. Historic-OKH Preservation/Hyannis r Project Street Address Ck Q(Do c Villagea�rti,S'��� Owner p c.z Address%l�1 Telephone so Zci o, Permit Requesto� Square feet: 1 st floor: existing proposed i to 2nd floor: existing proposed N-L-7- -Total new Valuation \1*-S , ZOO Zoning District Flood Plain Groundwater Overlay Construction Type 7� ev\o Lot Size i ��1 Grandfathered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ) --- Two Family ❑ Multi-Family(#units) ge of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full 0 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric O Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name C-,V,,- �:.\ Telephone Number _i = ��O o"7"� Address S,2:�'1 License# _ �"1 �.is�•�.�Q\-k-,- W\c DatA Lot Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS MTI G FROM THIS PROJECT WILL BE TAKEN TO �, LlSIGNATURE DATE ,' FOR OFFICIAL USE ONLY " 1 r PERMIT_440. DATE ISSUED MAP/:PARCEL NO. ` { ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION f FRAME INSULATION FIREPLACE ELECTRICAL: ROUGHS FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ti r 09/21/2006 11:34 508-86.9-2731 DONALD R DE CICCIO PAGE 02 Doc. No. 621,239 Ctf. No. 134635 TRANSFER CERTIFICATE OF TITLE From Certificate No. 108434, Originally Registered October 16,1986 in the Registry District of Barnstable -County, THIS IS TO CERTIFY that JEFFREY A DSCICCIO, of 183A Main Street, Boylston, Massachusetts 01505, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOTS D AND F PLAN 19221-A And it is further certified that Said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrances,, mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS ROBERT V. CAUCHON, Chief Juatice_-o£ the Land Court at Barnstable, in said, County of Barnstable, the eighth day of August in the year nineteen hundred and ninety-four at 12 o'clock and 4 minutes Attest, with the Seal of said Court, JOHN -F: MEADE; Assietant Recorder. Land Court Case No. 19221 r i m LD MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE N Ctf:134635 i 62.1,239 m DATE OF INSTRUMENT .• DOCUMENT DATE AND TIME w NUMBER RIND RUNNING IN FAVOR OF TERMS � OF REGISTRATION DISCHARGE a 23,945 ES BARNSTABLE vFIRE DISTRICT SEE DOC 01-06-1949 Un 1 04-25-1949 8:00 �,�„�� CD 4OD ---------------------------- --------------------------------------------------------------------------------------------- a10 44,184 ES CAPE & vIIv YARD ELECTRIC SEE DOC y 05-21-3949 LD 1 CO (&0) 05-24-1949 10:45 N -------------------- ---------------- -- ----------------"'-------------------------------------------- ^___- 7w 24,237 ES CAPE & VINEYARD ELECTRIC SEE 'DOC 05-21-1949 2 CO (&O) 05-31-1949 2:25 . 43,775 N RTS & RS SEE DOC 2 07-QO-1952 --- ----------�------------•--7- ----------------- ----------- -r---------------------------- -------�------- ---- 232,472 TK TOWN OF BARNSTABLE GoObVIEW WAY a 03-Q2-1978 * 03-Q3-1978 3:56 -----------=----------------=---=-----------T------------------------------------------------------------------.--- ---- 0 621,239 D7 TERMS & :CONDITIONS 12-18-1993 2 08-Q8-1994 12:04 •`�. t� ----- ------ -------------- -- ------ ------c --- L1 , 621,240 M HvDSON NATIONAL BANK D & :F 19221-A 08-Q4-1994 d . m 1 4145,-000.00 08-08-1994 12:04 n -----/----------------------;----=-------------------=------------- --------- ----- - -------------.---- -n 621,241 SD HUDSOIJ NATIONAL BANK AGREE IN DD 621,239 lb 08-04-1994 - 1 08-08-1994 12:04 M �a----- 621,241 $D HUDSON NA=ONAL BANK AGREE IN. DD 621,239 TO 08-04-1994 2 bal,at'0 08-08-1994 12:04 ------ ------- ---------�-- ----------------------------------------------------------------- -- --------------------------------------------------------------- ----------- ----------------------- ----------------- v D m --.-r--,-�--- -------�--.i ----------------------77- 7 ------------- ----------I . 01 -. ---r---r---r------^----------------- ---�- m '-r 09/21/2006 11:31 508-869-2731 DONALD R DE CICCIO PAGE 02 T DOC. No. 621,239 Ctf. No. 134635 TRANSFER CERTIFICATE OF TITLE From Certificate No. 108434, Originally Registered October 16, 1986 in the Registry District of Barnstable County, THIS IS TO CERTIFY that JEFFREY A DECICCIO, of 183A Main Street, Boylston, Massachusetts 01505, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOTS D AND F\ PLAN 19221-A • And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrance-,, mentioned in Section forty-six of said Chapter, which may be subsisting WITNESS ROBERT V, CAUCHON, Chief Justice of the- -Land Court at Barnstable, in said County of Barnstable, the eighth day of August in the year nineteen hundred and ninety-four at 12 o'clock and 4 minutes Attest, with the Seal of said Court, JOHN F. MEADE, Assistant Recorder. September 22, 2006 Town of Barnstable Office of the Commissioner of Bldgs 200 Main Street Hyannis, MA 02601 To Whom It May Concern: Please be advised that I have contracted with Patriot Builders to demolish the existing dwelling and construct a new dwelling at 97 Goodview Way in Barnstable Village and grant them permission to file for all permits on my behalf. Sincerely C k � J e iccio IMPORTANT — UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE D T TORS REVIEWED SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN rid——t(typ-) ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. RNST LE B ILDING PT. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE �— 30 yr,arch.roof Shingles --� ATE ridge vent(typ.) ...;-_lr-y.l.`� L"�_L�_INSTALLATION SMOKE DETECTORS—THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. FIRE DEPARTMENT l 12 7 BOTN SIGNATURES ARE REQUIRED FOR PERMIT7,NG ; F I =rJ t ll ❑ 30 arcL nsof shingles �...: 11`��- 1-] ��' •:T1 i1� .I Tl r n Bt r-� 4 -w.c shingles(tye) i 1 t l 1.'`. r J l - 'r t'.'I" ' l 1t. t+-4 I.L] `Y5 r i.,;,f 11. 1r t 1 4 1 J ,t r- a.1:r 4±j J ,'Y-: ❑ 7 _4.�`'.LL_7 Lit ,'-L �T �' 'L. T4 'ry -I-�,--r'_. i, rr<�Y.S-_.t_ t 7 L` "?TL ❑ `- a r l� L, 1, 1-Lf l _fir 1 . + I_f L. k r•-C, J�� � -�r.t' r �j r �'J�.-�'`..,'� L`� �l :l.. f 'Li''' �Cr .'LJ 1 51- I+r ;`�.t;`.,G -�-�f l�r��r 1 ,L-12 f-1UU y Y 1 1_,. r. _L,L c. -Y .1 L C' .1.i- J-y= i. r L j.1. ,. ..l f�-!`. .(J I fn.grd. z Rear Elevation Al Scale:1/4"=1'-0" Exterior Trim Schedule Ral,es: 1x8/lx3 Safi. 1 x 6 Elea lxs ) - Comas Ix6/Ix5 ) Fasda: 1 x la ridge vent(typ.) - I Wbd.— 1.4 _.. ==7 i Waler Table lxslf—tantyl . 30 yr.arch.roof shingles— .rr1,_� u } to �. 30 yr.arch.roof shingles--► 1 ®® ® . M 'I 30 yr.arch.roof shingles AJ L-� . t. ;L - L � 4 x , _T 41`� ❑� � ❑❑ J ELT -�� '}'r' lr = � 1-� �- � � �is ]�-_1.,C� �I�+T �� I�• - ry+�-i-Ijs 1 - ❑❑ ❑❑ 1_..i: i+Y 4.f!LfyZ`1L. � `LL Ir C gl.(,ilj� t _ w.cstiin es _ 11 IF fin.grd. fin. i..................................................................................:.........................................................................................................................................................................................................:_......................................................................................,............... .................................-......................._. ........................................'--......_........................................................................................................................................_..._...............................................................................................:.......................................................................................:.........................................................................._ 1 Front Elevation Al scale:l/4-=r, Mr.and Mrs.Jeffrey DeCicco i 97 C110dview Way,Barnstable,Mass. . sole 111-1'd drawn : MED r i - data 5 16/06 "V.9/9/06 FRONT& REAR ELEVATIONS I i Patriot BuiCders,7nc. d`a Al L 12 5A 12� _ ;.. 2J�tJJ,�, zrt Rakes(1 a 8/1 x 3T - lli_�: C i.1,Cf� { ,. - t a18e rake9 _-r' ; ,� 000 EIF��f� -I TyJ 1 1! � d 30 yr.arctl.roof shingles l�T.rJ.i y 4 S1 5 U.�x} 7''�]�r I . �.C1 f 1�U - ��r.'ii w.c.shin i.IT.+_�;- .� i4�..� -.y� _I rl w In$les r+� ,Y ��y4L4'r��,r-i•y r If:�r, T/-'-r�' j- }_�iti t � � _i r .T.�. i i � - i -r .T,� C1_`-. � ,'f;Csl� _t..:II.•St.t� r"-r- ---;-r,-1, . fin.grd. fin.grd. fin. d. fin.grd. Right Elevation z Left Elevation A2 Scale:1/4"=1'-0" A2 Scale:1/4"=1'-0" W4 1.-10-pL.giMtyp i 9 10'x CB'pien(typ. ' J)RCP litLa.F iu-- UA,yaa. ______ ______ _ _ � : Ilerk(above) �• 29-5" Y. :• i � q I i . --_-i FpA.lo.G §L ------------------------------------------------------------------ ——------------ 33--10'x8'w walla . wa xC-0, ed 8a 10'x 36•mntf '`b n ip car.x l6'rnm.figs g A. 9 x fi•�powM cnrc.w•aLLs � n� on 1 .16 rm f .. x x 10"poured core. b 4"cone.slab te-x za•aocesa open r-9" r-r T-r r.r 9�3a (rl-ele ,)�-b, erawlapa«/6mu.poly� _ 1 4"conc.slab . 3,n•lanyma.pyp _--- Zk�Wry-_ _ m10-zelb-concf lls ; ; r , -1 .�— ------ — --- �— --- —rr,--- ---- --_ - - ---- r .. ---sp�yy--- 1- -------- -------; 'Rtr+T ., ------- -------------------- - - , po? ------------------------------------------ bea 05 1 .= omKr r . li I 8-x 7-10'pou Navic wens ; dormer beam 05 `-I....1n.....�dst --------- _________ t r.. ' on 10"xlb'ttmi § § ( ... a l4'-0' ITT ' _ .. - - - - ---------- --- ---- --------------------- ------------ Eli 1'-91 Y>•(mo.) 1'.10" 9-4-(mo.) 1'-9' 'z 4;-e p—d care.ava0s F" _________________ n 10 _____________o 'z Ib'cont(tga • 2{-0' 8'P 38'A' Mr.and Mrs.Jeffrey DeCicco 3 Foundation Plan ' 1 a 97 Goodview Way,Barnstable,Mass. 61.s.o A2 Scale:1/4"=1'-0" dace: s 16/06 abV.9/9/06 SIDE VIEWS-FOUNDATION drawing number i Patriot BuiCders,2nc. A2 WINDOW and DOOR SCHEDULE Type Name Rough Opening Glass Area Vent Area A TW24410 2'-6 1/8"x 5'-0 7/8" 8.28sf 4.74sf 8 TW2442 2'-6 1/8"x 4'-4 7/8" 7.01 sf 4.02sf C CW235 4'-9"x 3'-5 3/8" 8400sf 7.20sf D CW25 4'-9"x 5'-0 3/8" 18.30sf 17.30sf E TW24210 2'-6 1/8"x T-0 7/8" 4.46sf 2.58sf F 2-TW24410 5'-0"x 5'-0 7/8" 16.56sf 9.48sf G 3-TW2442 T-5 7/8"x 4'-4 7/W 21.03sf 12.06sf i H 2-TW2442 5'-0".4'-4 7/8' 14.02sf 8.04sf Cj J 2-TW2436 5'-0"x 3'-8 7/8" 11.46sf 6.60sf L 3-A21 2'-0 5/8"x 2'-0 5/8" 7AW 2.40sf M TW20210 2'-2 1/8"x T-07/8- 3.68sf 2.18sf K M2.2R z see 7'-5 7/8"x S'-07/8" 22.94sf 13.44sf 1 3'Ent.Door/transom T-2 1/2"x 8'-0" N/A N/A 2 2'8"Ent.Door 2'-10 1/2"x 6'- 1/2" 9 lite N/A 3 FWG60611 6'-0'x 6'-10 3l0/8' i 24.86sf 15.31sf -------------------- 4 FW.60611/F 13611 8'-7'x 6'wl 1"--i 30.76sf 1 1 S.310 % Deck 31'-6' iTd ll'-z• V-il' 10'-10' `IO'o• - -�___ B pla mn I trulkllead I I D ,Td L Z�I��"xtl W� 5'-0• .6'A• 3'.2' 9'-T I !•-3• I LvL HDR AGexQ -I I I I I - Wt14wW j oco 1 }14`w,oe l I ;a�,r gave r7-71 O Bath Kitchen I I I 4.u3 e.Atr F r . 0 00 DiningglRoom 3 Season Porch 4 j. .......................... " Ref 1 ' NAULTFD ttaurr. (NO tlHtf-) yyyy 2 Car Garage 1 6 , l A4 Q zx (aEo"eI I '215 or (.6we1 Mudmom b� Ha7-,• 4 Pew W-1 _ _ WAft tFg(Fws1+� 1 -- _ -----_----- in �� r d vx,..� - � -- --�3)1�/4rI4�LNL.--- ---- 9 4ewro �yy la ve,Ob ScP. 1/2 r1 0'U Portl+ Z7 /4'-l0/ (l J AlcV�rM�1k'4NT '� I?�Lf - EE �GS 3P�t. ` ? Wj Covered Porch l3 a s 6- ��r'L+r6��o bel+ O a«eeea« 1 Bedroom 4 I - - Living Room 9'.7 ah dr. ii A � . ti u•d s'd 24-0- 8'-0- ITd I C� platfTjl' 4'd Td B'd 8'd TO 9'-0' ' O O 1 O O 38'd 2 4 101'd 1 First Floor Plan main floor =1428 sq.ft. A3 Scale:1/4"=V-0" sunporch = 168 sq.ft. _ total = 1596 sq.h. Note:All walls and ceilings to be blueboard with skim coat of plaster-including garage Mr.and Mrs.Jeffrey DeCicco " 97 Goodview Way,Barnstable,Mass. emlr. 1/4'"1'd drawn M.f..D . daR: 5 16 06 REV.9/9/06: FIRST FLOOR PLAN Patriot BuiCders,7riG. drawlA3 r Roo(Campwrenb: t ddgc t - 2 z 12 ridge 1/r odz aht¢. 2x10's®16 oc.'(rmbanoted) 2.10 tln 2 m0'g)otst®Ib' rw o.c. Raol ponrnb: ' R301la0on cool.ri t 30 yr.ard,roof ddngls 2 z 12 ge Id-lim 12 12 ++ R�aar#p'I , - s' bn+d 1�hineka Iz ss 10� 2.Hs0 t6'x 4 - • - 3� 6 2zas®16'o.c C 13Mr 5Y . Ivl xam r3 ' raftereaeh Rat Kid!Componmb: gabkdwmer well f' endn((ulldormer '.y 2.49 ,0Imd- ( Y 12 7-11'td 2z{studs016"u.e. gd�1"°�) �' V. ''�. Rat wolf Comporzmb: y Ba44a' `� 1/r edx plyrvd shag. R13 inwladon - b 6.4' �! 3'�' �)(•'{M4�IE-L`ll ,4 �mp 2z 4 studs 0 Is'— °? 1+ .•��.'_ .ehhtgl*A a d) 1/2'cdz P1 d Flow Compnnenb: Plow Compwrrnb: }�•y� we ahiuglae(all aroutM) b-6' 3'-0' 2x10'a gsoo.c 3/4'tk bnoor e" 2z10'a016"o.c. i (else rake raker R'9 ng�midpoinb 3/P t h g subnow bridging®midpufNs 12 12� 4pl ku 12k2in SlF£<- 9" house well 8• 14 r 9 5,�Ezt Wdl Componenb: a 4e {� Flaw Components R13 t,-1.6on 2t T nT 2x10'e®16'o.c. 2x{enda016'n.c. 3/4"t&g subfIa 1/r odz plyw'd shtg. brklsi>tg@midptirm w<sh�' a(aR---d) b t— have Roor R19 maul. ar . Girt Campwcenta: Rn. gr' 6 3-2 x 12 gilt 8' Pal'u-1 n&a d4a_Campor�ef�b: _� �_„e _ 3/r laRy cob. � z ' II ,I � 3(1"z3PzIS Rgs Girt one Compnts F.-W.0 Cna.poncnb: se lanthw boltsLf hw founda0an S lg 3-2z 12 µrc R'zHp'one waE 5 pt2z6elR/xalar "RT 3l/2-tally wta IT,16'cmL ftga I 3(1"z 311'z lS ftge t, 4'catc.slab pt 2 z 6sill/amkr • aonc-slab s Section 2/A6 6 - A4 Scale:1/4"=1'-0" - r zc z Section 2/A4 A4j Scale:1/4"=1'-0" 6'4' O 13'-0' M b'-IT © t0-b• ©2V' B d _ Ir-6' 1tr-4• 15-r ' § vs '�`�scuttle - 13 - O r•••q O ' ::............ I Bath b 41' r _____________________J �.v Master In . coo �. Bath +-- aaceaa dow so Bedroom 12 0.e. r4 S ,r. 0 ------ ) .. - � b A4 § G ._ y4}��• iwi Yl _ Jv. "iFlall ii "«k `4 SE�'3toa-1 . . + >� �4- s Bonus Room 6'i• 3'-{' © ---------------=- ---- -- - IC t4'IO' T-1' r>C�nh Td' e v ._............ dwnur ba.mr S r2'yr� § - Walk-In C --- - Closet a 4'4r s'.0• s.-T y b ? Zp ................... IT-W Mr.and Mrs.Jeffrey DeCicco 97 Goodview Way,Barnstable,Mass. Note:All walls and ceilings to be blueboard with 1 Second Floor Plan - 6/16%06 d dm b 9/9—D skim coat of plaster-including garage AS scale:1/4"=1'-0" (12'l2 54•K� /06 SECOND FLOOR-SECTIONS Patriot Builders,�ne. A4nambe LOCUS KEY: CQ'Y�COD EXISTING CONTOUR: — — NOTES PROPOSED CONTOUR: EXISTING SPOT ELEVATION: 25.5 1. VERTICAL DATUM: ASSUMED(NGVD +/-) PROPOSED SPOTELEVATION: 25.5 N TEST HOLE: 2. MUNICAPAL WATER IS AVAILABLE. UTILITY POLE: - 3. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 3� FENCE LINE: COMMERCE HYDRANT: j ROAD RETAINING WALL: LOCATION MAP LOTS D&E (13,784 SF) ASSESSORS MAP: 319 PARCEL: 84 LAND COURT CASE 19221A CURRENT ZONING: RB MINIMUM BUILDING SETBACKS: FRONT: 20' SIDE: 10' REAR: 10' PROPOSED BUILDING COVERAGE: 2748 SF 1 13,784 SF = 19.9 % FLOOD ZONE: C N DECK P BH 101, PROPOSED 14' 24' 81 4 BEDROOM 12' DWELLING `S66a 10' PRCH 4' PORCH 66 34 43"E GARAGE 14' 14' Sp, 29' 38' 10' 3 PRCH N18.3 GAS GATE I o EXISTING DWELLING o � BENCHMARK AT PROPOSED DWELLING TO BE REMOVED SEWER MH 18.2 (top fnd.= 19.25) � ELEVATION = 18.34 81' O.H•W. zz.4 w N~ S S o a. 17.7 x N q4�v rr 284, 18.2, �\ w EXISTING SEWER CONNECTION AT STATION 10+10.1 I 2 INVERT OF SEWER MAIN = 9.44 SEWER STUB APPROX. 5.5' DEEP \ i17 \18 q� 18 ( vv �\ 18.1 ~� 17 N Ot4 W Ar66o 34'43" c::: o � LOCATION: "OF� 97 GOODVIEW WAY, BARNSTABLE, MA BENCHMARK AT / cAS T J. TERRY CONCRETE BOUND 18 M LAN WAANN RNER PREPARED FOR: ELEVATION = 17.68 No.34 I�6L710 ; No.38721 PATRIOT BUILDERS DATE: 8 17-06 BASS RIVER ENGINEERING THOMAS McL LAN, P.E. TERRY A. WARNER, P.L.S. P.O. Box 1163, EAST DENNIS, MA 02641 508-385-3426 JOB#M6-39