Loading...
HomeMy WebLinkAbout1588 MAIN ST./RTE 6A(W.BARN.) 9.etrc1450�oym UPC 132543 No. HASTINGS,mN Town of Barnstable Building s DANWA Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept � Posted Until Final Inspection Has Been Made. Permit t. Where a Certificate of Occupancy is Required,such.Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-64 Applicant Name: Michael Maher Approvals Date Issued: 01/13/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/13/2020 Foundation: Location: 1588 MAIN ST./RTE 6A(W.BARN.),WEST Map/Lot: 197-021 Zoning District: RF Sheathing: Owner on Record: DELLA MORTE,JAMES T&NATALIE TRS Contractor Name: MICHAEL MAHER Framing: 1 Address: 1588 MAIN ST Contractor License: CS`-109089 2 WEST BARNSTABLE, MA 02668 [ Est. Project Cost: $4,100.00 Chimney: Description: Air seal and insulate the attic,insulate the common wall,air seal the Permit Fee: $85.00 � � Insulation: duct work Fee Paid.. $85.00 Project Review Req: Date: 1/13/2020 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after i�s an �Cia Final Plumbing: All work authorized by this permit shall conform to the approved application and the approvedconstruction 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-Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: 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. '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 Final: EM AX L 5 Ear / re� Al 7,eP /Vp� i D-i a�- s ' •e 6' ?,e)2- 4 F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Panel - Permit# SSY 73 Health Division Date Issued 2 Z MI�/�fi<'lop5t Conservation Division 3�l9�O� �� Application Fe .j:z?. 0z"? Tax Collector I Permit Fee / 70 Treasurer —.:•i iC SYSTEM MUST BE Planning Dept. -- ,'LED IN OONIPLKNCF- Date Definitive Plan Approved by Planning Board i'%TITLE 5 � MMTAL CODE AND Historic-OKH annis Preservation/H Y ��a'���J REGUILOONS Project Street Address 1: T& Aq&1 ri 5f Village W, ARN5T141_£_ Owner I L* A41 rLTE Address Lam& Mat r1 St- Telephone \56 Z 3(62 ��`24�1 r'Nowf£) SZS 8<oZ 3?69 (�Rr Lc Permit Request 91J, i r Q e r wt g- Z. 5 K T ae4jt a-A -f 10 Square feet: 1st floor: existing T proposed I 2nd floor: existing gay proposed I G26 Total new i.S-- Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 96):700 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family C4 Two Family ❑ Multi-Family(#units) Age of Existing Structure ?7 .42S Historic House: ❑Yes ❑ No On Old King's Highway: W Yes ❑No 1 Basement Type: JR Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing Z oew 2-- Half:existing new CD Number of Bedrooms: existing new 3 'r Total Room Count(not including baths): existing _(0 new 15� First Floor Room Count i .e we lose I Fcow Grp ecsn5¢ a,,U Heat Type and Fuel: )A Gas ❑Oil Cl Electric ❑Other Central Air: fX(Yes ❑ No Fireplaces: Existing I New�_ Existing wood/coal stove: ❑Yes No Detached garage:Xexisting ❑new size 2` 18 Pool:❑existing ❑new size Barn:❑existing ❑new size.- Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded El Commercial ❑Yes Qk No If yes,site plan review# Current Use Pr%ryl y_V Proposed Use BUILDER INFORMATION Name Non?eou)rler Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO JCcM-14?ll V ia- f n&Q M 4ersv SIGNATU �DATE �/g FOR OFFICIAL USE ONLY PERMIT NO. w v DATE ISSUED MAP/PARCEL NO. ADD,J-�-,SS VILLAGE OWNER _ DATE OF INSPECTION: FOUNDATION f/"OU ! Off . FRAME d 0.07 INSULATION 8i�✓®� ¢1�j �41 � i�I ,� � FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 9':FINAL GAS: ROUGH - FINAL FINAL BUILDING DATE,CLOSED OUT ASSOCIATION PLAN-NO. u '� RESIDENTIAL BUILDING PERMIT'F'EES APPLICATION FEE ' ; New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 ee Je5 - FEE VALUE WORKSHEET NEW LIVING'SPACE 1 t ! s=square feet x$96/sq.foot= 1,�'O CI L 2 x.0031= 416-7 •G� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE q s? square feet x$64/sq.foot= 12 x.0031= g� plus from below(if applicable) R ACCESSORY STRUCTURE>120 sq.ft , >120 sf-500 sf $35.00 ' >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS , Open Porch x$30.00= - (number) Deck x$30.00= 30, (tea) Fireplace/Chimney (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) permit Fee 7492 pmjcost The Commonwealth o Massachusetts J Department of Industrial Accidents �< 60d Washington Street isy Boston,Mass. .02111 - Workers'.Compensation-Insurance Affidavit-General Businesses ,,,, ss'cc.:i�°.a«r"'43i:-y t':.k. !r. /�'�'N•G,.. `fw� ... x _ jski { name: J�A-YN 1 address: It 1AAA, + City state: zip: 1171kA Dhone# ` W work site location(full address): 1 68E )j['t7i2n 4--, L 1AJ_4( &"` � ) ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑ RestaurantBai1 ating Establishment working in any capacity. ❑ Office❑ Sales(including Real Estate,Autos etc.) ❑I am an em toyer with eta 'lo ee%s/ful%l%/&/ art time): 9_Other /f0 � /r I am an.employer providing workers' compensation for my employees working on this job.. - comAany:namz. e:..... .... _ a.... ::: address: <A= su ince.co:: : I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name: "' '' t address: 601. ti bne, - >' nsurance co. '' . o7ie - . _. C 8 8 om n. n nie:U v city.. uhone:# P: v: _ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereb erti under th �ain`s..l a en ties perjurythatthe information provided above istrue andcorrect erDate Print name Phone# official use only do not write in this area to be completed by city or town official L-O town: permit'license# ❑Building Department eck if immediate response is required ❑Licensing Board ❑Selectmen's Office ❑Health Department t person: phone#; ❑Other Sept 2003) y � i f Information and Instructions' Massachusetts:General Laws chapter 152 section 25.requires all employers.to provide.workers' compensation for their. employees.. As quoted from the i'law", 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 section 25 also states that every state'or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation.. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regardiX41he"law"or if you are required to obtain a'workers' compensation policy,please call the Department at the number listed below. City or Towns . Please be sure that the affidavit is complete and-printed legibly. The Department has provided a space at the bottoni 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 perrnit/license number.which will be.-used as a reference number. The.affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us•a call. The Department's-address,telephone and fax number: . The Commonwealth Of Massachusetts Department.of Industrial Accidents Bflfce of Imsugmus 600 Washington Street Boston,Ma. 02111 fax#:'(617) 727-7749 phone#: (617) 7274900 ext.406 r Town of Barnstable �OF�fIE T�'L Regulatory Services ass : Thomas F.Geiler,Director 9cbp 039. �.�� Building Division lFD Mp't ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 „ Permit no. Date AFFIDAVIT HOME IlYIPRO'VEMENT CONTRACTOR LAW SUppLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization, occu ied ion, improvement,removal,demolition,or construction of an addition to any pre-existing owrw p building aontaremoinin:g a least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other . requirements. Estimated Cost ?� oC6 Type of Work Address of Work: I� a:�!:��. S�; � �4.C'/I � �� • Owner's Name: Date of Application: a' G' 0 y I hereby certify that: . Registration is not required for the following reason(s): []Work excluded by law ❑Jab Under S 1,000 []Building not owner-occupied [ROwner pulling own permit- -.Notice is hereby given that: . OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR ApPLICAB PROGRAM ORK DO NOT ORUNDER MGL c 142A. • ACCESS TO THE ARBITRATIONROGRAM OR GUARANTY SIGNED UNDER PENALTIES OF PERMY Ihereby apply for apermit as the agent of the owrLer: Contractor Name Registration No. Date OR to Owner's N e I Town of Barnstable �oFz�'O''ti o� Regulatory Services BARNSfABLE. Thomas F.Geiler,Director MASS. 1639. .0� Building Division rED MA't a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: `. � L/L c]C. �� �]2( e number ^^strreeet / village "HOMEOWNER": J .414!5 D&L ,A,AIn-rGP SDI 3102 44 Z%Z 37409 name home phone work phone# CURRENT MAILJNG ADDRESS: IS—Fii M4.t /l Ste" � , t�a.�rtsfa6�e. ry1�9- Cap6�5 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedr6es and requirements and that he/she will comply with said procedures and requireme S' ature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 03/18/2004 16:15 FAX 6174220962 Kent Duckham Architects IM 002/007 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3,5 Release le Data filename:\\SERVER\EXCHANGE\Rene\dellamorte res.rck PROJECT TITLE:Dellamorte Residence CITY:Barnstable STATE:Massachusetts HDD:.6137 CONSTRUCTION TYPE: I or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/18/04 PROJECT DESCRIPTION: 1588 Main Street West Barnstable,MA DESIGNER/CONTRACTOR: Kent Duckham Architects,Inc. 374 Congress Street, Suite 604 Boston,MA 02210 COMPLIANCE: Passes Maximum UA=2228 Your Home UA=2019 9.4%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 1856 38.0 0.0 56 Wall 1: Wood Frame, 16"o.c. 1302 21.0 0.0 74 Wall 2: Wood Frame, 16"o.c. 1170 13.0 0.0 42 Window 1: Wood Frame:Double Pane with Low-E 557 0.250 139 Door 1: Glass 96 0.270 26 New Conc.Walls: Solid Concrete or Masonry 615 0.0 10.0 38 Wall height: 8.0' Depth below grade: 7.0' Insulation•depth: 8.0' Exist.Conc.Walls: Solid Concrete or Masonry 833 0.0 10.0 51 Wall height: 8.0' Depth below grade:7.0' Insulation depth: 8.0' New Bmt Walls:Wood Frame 615 13.0 0.0 34 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Exist.Bmt.Walls:Wood Frame 833 11.0 ..0.0 50 03/18/2004 16:15 FAX 6174220962 Rent Duckham Architects 16 003/007 Wall height: 8.0' Depth below grade:7.0' Insulation depth: 8.0' New Slab: Slab-On-Grade:Unheated 743 10.0 522 Insulation depth:3.0' Exist. Slab: Slab-On-Grade:Unheated 878 0.0 915 Insulation depth: 0.0' New Floor:All-Wood Joist/Truss:Over Unconditioned Space 786 21.0 0.0 35 Exist.Floor: All-Wood Joist/Truss:Over Unconditioned Space 834 21.0 0.0 37 Furnace 1:Forced Hot Air,93 AFUE 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 Massachusetts Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC e ipment selected to heat or cool the building shall be no greater than 125%of the design load as specif in n 80C 310 and J4.4. Builder/Designe Date I 03/18/2004 16:15 FAX 6174220962 Rent Duckham Architects Q 004/007 REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE: 03/18/04 PROJECT TITLE:Dellamorte Residence Bldg. Dept, Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Basement Walls:. [ ] 1. New Conc.Walls: Solid Concrete or Masonry,8.0'ht/7.0'bg/8.0' insul, R-10.0 continuous insulation Comments: [ ] 2. Exist. Conc.Walls: Solid Concrete or Masonry,8.0'ht/7.0'bg/8.0'insul, R-10.0 continuous insulation Comments: [ ] 3. New Bmt Walls:Wood Frame, 8.0'ht/7.0'bg/8.0'insul,R-13.0 cavity insulation Comments: [ ] 4. Exist.Bmt.Walls:Wood Frame,8.0'ht/7.0'bg/8.0'insul, R-11.0 cavity insulation Comments: Windows: ( ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?( )Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor. 0,210 Comments: Floors: [ ] 1. New Slab: Slab-On-Grade:Unheated,3.0'insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 3.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 3.0 ft [ ] 2. Exist. Slab: Slab-On-Grade:Unheated,R-0(uninsulated) Comments: [ ) 3. New Floor.All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: [ ] 4. Exist.Floor:All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation 03/18/2004 16:16 FAX 6174220962 Kent Duckham Architects R 005/007 Comments: Heating and Cooling Equipment: [ J 1. Furnace 1':Forced Hot Air,93 AFUE 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 must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s) air movement from the the conditioned space to the ceiling cavity, The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. , [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] 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. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. r 03/18/2004 16:16 FAX 6174220962 Rent Duckham Architects 0 006/007 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 p to 1751, toc)v—e—rTr- 170-180 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0,5 0.5 1.0 Table 2: Minimum Insulation Thickness forHVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) unouts V and Less to to 41' 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) i BO�SE" BC CALL® 2003 DESIGN REPORT - US Thursday, March 11,2004 09:47 Single 9 1/2" AJSTM 2,5 MSR File Name: J Dellamorte.BCC:J01 Job Name: Dellamorte Residence Description:TYPICAL JOIST Address: 1588 Main Street Specifier: City,State,Zip:West Barnstable,MA Designer: Joe Madera Customer: ! Company: SHEPLEY WOOD PRODUCTS Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: t� Standard Load-40 psf 115 psf HOC Spacing 16'%=' y 1r 3� wv- 00 .k ;. BO, 1-1/2" B1, 1-1/2" 407 Ibs LL 407 Ibs LL 153 Ibs DL 153 Ibs DL Total Horizontal Length f15-03-00' General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 15-03-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration . Load Case Span Location Moment 2132 ft-Ibs 48.8% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 559 Ibs 48.9% 100% 2 1 -Left Repetitive: Yes Total Load Deft. U627(0.292") 38.3% 2 1 Construction Type:Glued Live Load Defl. U862(0.212") 41.8% 2 1 Max Defl. 0.292" 29.2% 2 1 Live Load: 40 psf Span/Depth 19.3 n/a 1 Dead Load: 15 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. ' particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD rm BOISE GLULAM-rm, VERSA=LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJS''1 are trademarks of Boise Cascade Corporation. Page'1'of.1 I uois ' BC CALC®2003 DESIGN REPORT - US Thursday,March 11,2004 09:47 Quadruple 1 3/4" x 18" VERSA-LAM® 3100 SP File Name: BC CALC Project: FB01 _ Job Name: JDellamorte Residence Description: Bi 1_SECOND_FLOOR:GIRDE 3 Address: 1588 Main Street Specifier: City,State,Zip:West Barnstable,MA Designer: Joe Madera Customer: Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: x °t Standard Load-40 psf 110 psf Tributary 13-03-00 .fir a y�, .•v '��'�= if :r-3" � � 4 � �.;' t ,��.. �. � � z��a�� ty`��q•".`. �5.� ='§sq. "`a S "-�,z-.. a��i<G �r F�P ✓ -, ti y h` t'� �w .l .. �' :.`�r ,' s x 5 •ev'�_',m.;.. sxso� '�L � �._....a.,._ •.mkt n ��.�31 a.�.c. ,: at.Mk �L .u2' daZ✓:az.�i -�fi.2m2 ,.,.kr. ,'.w� BO 61 6360 Ibs LL 6360 Ibs LL 2015 Ibs DL 2015 Ibs DL Total Horizontal Length w 24=00-00 1 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40.psf 13-03-00 100% Member Type: Floor Beam Dead 10 psf 13-03-00 90% 'Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 50251 ft-Ibs 53.8% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 13-03-00 End Shear 7328 Ibs 30.1% 100% 2 1 -Left Total Load Defl. U376(0.766") 63.8% 2 1 Live Load Defl. U495(0.581") 72.7% 2 1 Max Defl. 0.766" 76.6% 2 1 Live Load: 40 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. . Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. above is based upon building code-accepted design properties Bolts are assumed to be Grade 5 or higher. and analysis methods. Installation Member a s side loads. of BOISE engineered wood Connectors are: 1/2 in.Staggered Through Bolt products must be in accordance with the current Installation Guide a=2" and the applicable building codes. b d To obtain an Installation Guide or if b=2-1/2 !~ you have any questions,please call c=14 d 24 8 (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM C BOARD-, BOISE GLULAM—, VERSA-LAM®,VERSA-RIM®, 1_ VERSA-RIM PLUS®, 1 VERSA-STRANDTM', ` VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 nois ' , BC CALC®2003 DESIGN REPORT - US Thursday,March 11,2004 09:47 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: J Dellamorte.BCC: FB04 Job Name: Dellamorte Residence Description: B3 BEAM AT STAIRS Address: 1588 Main Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf l 15 psf Tributary 05-00-00 5K7 r Sew e-.,°.,,•apt� '�i3� >< � ��=t� �,�z��.a'<e� � t �� vt AL BO 61 1525 Ibs LL 1525 Ibs LL 679 Ibs DL 679 Ibs DL Total Horizontal Length-15-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-03-00 Live 40 psf 05-00-00 100% Member Type: Floor Beam Dead 15 psf 05-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 8402 ft-Ibs 40.1% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 05-00-00 End Shear 1975 Ibs 20.5% 100% 2 1 -Left Total Load Defl. U390(0.469") 61.5% 2 1 Live Load Defl. U564(0.324") 63.8% 2 1 Max Defl. 0.469" 46.9% 2 1 Live Load: 40 psf Dead Load: 15 psf Notes Partition Load: O psf, Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear.Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Nailing schedule applies to both sides of the member. above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" with the current Installation Guide b=3„ d and the applicable building codes. c=5-1/2" a To obtain an Installation Guide or if you have any questions,please call e=3 • o T• o • (800)232-0788 before beginning product installation. C BC CALCO, BC FRAMER®, BCI®, _ BC RIM BOARDTm, BC OSB RIM • • BOARD-,BOISE GLULAM- e o 0 VERSA-LAM®,VERSA-RIM®, �— VERSA-RIM PLUS®, VERSA-STRAND'rm, b VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise.Cascade Corporation. Page l of 1 ' BC CALC®2003 DESIGN REPORT - US Thursday, March 11,2004 09:47 sO,$E- Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: J Dellamorte.BCC: F1305 Job Name: Dellamorte Residence Description: SLIDER HEADER AT DECK Address: 1588 Main Street Specifier: City,State,Zip:West Barnstable,MA Designer: Joe Madera Customer: Company: 'SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 11.5 psf Tributary 01-00-00 1a�sinL h z BO B1 2139 Ibs LL 2139 Ibs LL 1513 Ibs DL 1513 Ibs DL Total Horizontal Length-10-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-06-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 EXT WALL Unf. Lin. Left 00-00-00 1.0-06-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 ROOF Unf.Area Left 00-00-00 10-06-00 Live . 30 psf 12703-00 115% Dead 15 psf- 12-03-00 90% Slope: 0/12 Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 9586 ft-Ibs 59.7% 115% 3 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 3101 Ibs 42.0% 115% 3 1 -Left Dead Load: 15 psf Total Load Defl. U331 (0.38") . 72.5% 3 1 Partition Load: 0 psf Live Load Defl. U565(0.223") 63.7% 3 1 Duration: 100 Max Defl. 0.38" 38.0% 3 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Member has no side loads. products must be in accordance with the current Installation Guide Connectors are: 16d Sinker Nails and the applicable building codes. To obtain an Installation Guide or if a=2„ d you have any questions,please call b 3„ b_ (800)232-0788 before beginning c=5-1/2" product installation. a d=12" • BC CALC®, BC FRAMER®, BCIO, .BC RIM BOARDTm, BC-OSB RIM C BOARD-, BOISE GLULAMTM', VERSA-L-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, • • ZV VERSA-STRAND'rm VERSA-STUD®,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 BO�SE" BC CALC®2003 DESIGN REPORT - US Thursday, March 11,2004 09:47 Quadruple 1 3/4" x 18"'VERSA-LAM®3100 SP File Name: J Dellamorte.BCC: F1302 Job Name: Dellamorte Residence Description: B2 FIRST FLOOR GIRDER Address: 1588 Main Street Specifier: City,State,Zip:West Barnstable,MA Designer: :Joe Madera Customer: Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: n Standard Load-40 psf 1 15 psf Tributary 15-03-00 AL BO B1 7005 Ibs LL 6630 Ibs LL 3060 Ibs DL 2876 Ibs DL Total Horizontal Length-21-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 21-06-00 Live 40 psf 15-03-00 100% Member Type: Floor Beam Dead 15 psf 15-03-00 90% Number of Spans: 1 1 Conc. Pt. Left 03-00-00 03-00-00 Live 520 Ibs n/a r 10b% Left Cantilever: No Dead 256 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration .Load Case Span Location Tributary: 15-03-00 Moment 51682 ft-Ibs 55.4% 100% 2 1 -Internal Neg.Moment' 0 ft-Ibs n/a 100% End Shear 8754 lbs 35.9% 100% 2 1 -Left Total Load Defl. U407(0.634") 59.0% 2 1 Live Load: 40 psf Live Load Defl. U583(0.442") 61.7% 2 1 Dead Load: 15 psf Max Defl. 0.634" 63.4% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(V)Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-5/8". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is,based upon building Connection Diagram code-accepted design properties Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. and analysis methods. Installation Bolts are assumed to be.Grade 5 or higher. of BOISE engineered wood Member has no side loads. products must be in accordance Concentrated loads are not considered in side load analysis. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2„ (800)232-0788 before beginning b=2-1/2" b d product installation. c=14" —1— ` BC CALC®, BC FRAMER®, BCI®, d=24" a BC RIM BOARD rm BC OSB RIM BOARD- BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, , C VERSA-STRAND'"', VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of *_ e Boise Cascade Corporation. Page 1 of 1 03/18/2004 16:16 FAX 6174220962 Rent Duckham Architects a 007/007 r— I � r I I I I I I I I I I r� I ----=--I 1 LJ I I I I I I I I L-- -----sz--s -- ------,L_J L—J NEW ADDITION EXISTING 743 SQ.FT. 878 SQ.FT. DELLAMORTE RESIDENCE eASE AX MM SQ.Fr. s Z -� ---- - ---------r—� —R2 NOVATIOSQ.FTN I L---j I _� F-—— — —— +FRONT PORCH L----� —� 49 SQ.FT. —— �---EXISTING Lx I 1049 SQ.FT. L—J EXTERIOR DECK NEW ADDITION STAIR OPENING 211 SQ.FT. 786 SQ.FT. 1049 SQ.FT. DELLAMOE RESIDENCE FlRSr FLOOR s0. � i I I I L-----� I . I I I I L-- ——————F L———— _—r —J NEW ADDITION STAIR OPENING RENOVATION 786 SQ.FT. 1049 SQ.FT. 834 SQ.FT. DELLAMORTE RESIDENCE sECONO FLOOR sa l 4.1 04 MAR - I PM 3: 42 4 BARNSTABLE TOWN CLERK a,t►i� Town of Barnstable-Historic Preservation Division Old Kin 's Highway Historic District Committee 200 Main Street, Hyannis,Massachusetts 02601 . (508) 862-4786 Fax (508) 862-4725 Modifications to applications made at a public hearing: The application o LAlocated at Map , Parcel was hereby approved with the following modifications: �-- 4 ✓_w ned: OKHkDC Members Date: �GLvt O 04 MAR -- I PM 3: 43 BARS"a" BEE TORN CLERK • 4 Appiic#on ®Ib R ng'. biabb3ap Regional Jbiotoric Mtgtrict Committee � yTG� In the.Town of Barnstable sro9�0' �® CERTIFICATE OF APPROPRIATENESS cN9Ile, �-9 Application is hereby made,with four complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973,.for proposed work as described below and on plans, drawings,or photographs accompanying this application for.. CHECK CATEGORIES THAT APPLY: 1. Exterior building.construction: ❑. New Addition ❑ Alteration: Indicate type of building: House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: - ❑ Fence ❑ Wall ❑ Flagpole El.Other TYPE OR PRINT LEGIBLY: DATE j !2S� ADDRESS OF PROPOSED WORK 159? 14,411% W 112WOABLE ASSESSOR'S•MAP NO. (Q-7 OWNER..J)gWS X I AT41—JE ASSESSOR'S LOT NO. Z 1 HOME ADDRESS_ i SBS /Y4t V S7L W e R� P,T�I(�1�F TELEPHONE NO. Sog 3(Z S Z 4q FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) a H n 6, !)&-L' /YIoi�TE iS79 A9Az tr S6, W,IQRZTn&-9. Ag d z 6CI F S Z _f-Lt2!UC-T0 A41LLXF-- i (y(0 1464A S&t rj&T O LAB f: C/O OF c- V 2 A oZ�3z AGENT OR CONTRACTOR KEMT 17. UCKvUgM dR--N(rScTS TELEPHONE NO. (Zcj(p ADDRESS_ 3�74 ColgreSS St, 130s+c)rX , MA n2Z( C1 DESCRIPTION.OF PROPOSED WORK: Give particulars of work to be-done, including materials to be used. Please include locations of proposed signs. F64-UL�) RXM ADDI7104I •To P-?-ARoF 1 00SE W (Tk Dick, ANO M45T-LZ 3EDi�-,ON AEOU,lr. V-ARIOVS EAJ'T6- W6L 4zT , io& , �RD�i PORCO ODE-D , Signe Owner-Contractor-Agent For Committee Use Only /. 6. This Certificate is hereby Date_ \-�1 pprove a 'ed Committee Members'Signatures:. 33 C Town of Barnstable JA A, 01d'King's Highway Historic District Committee ,H 3'0 oN pFe SPEC SHEET MCP" ER 4SO/y0�E FOUNDATIONw M ATc N „ -n,4J r, BIDING TYPE /J,4T)ral cec6c s-(1.(/ta COLOR - 1M 4TC c , CHIMNEY TYPE r ZFRO r_1,FAVWS-) COLOR ��yL eDO-9 S f{►`vGL_5*S -TUN1l�rcF( ROOF MATERIAL AJ_ - . t . � SU►`f I'l(,f e,S �'' � ;; COLOR, 1 C7 i"YIftTCN PITCH /4/1TCf4 6$ ST I I56 jo h WINDO1WS /W YL. .CL D coLoR GJ t-(1TE SIZE VAz 195 TRIM COLOR a V l(T L (RAt PANJ£Lnn@ DOORS Li I-E. l_ 5-►Dr: FONT 6RFkAf COLORS !Sc tt� ��NC 5 —• (,�3 N l� I ..SHUTTERS Za- COLORS GUTTERS AU)M/N0 07 -'O ORWC l COLORS_ iJ H/T,57_ DECKS 'a`C )C('I MATERIALS. />7d HQ6,4/Jy .Dr-cWG GARAGE DOORS Red0W) COLORS SKYLIGHTS /V. SIZE COLORS SIGNS Kk'J COLORS FENCE l oMe— COLOR AIC'ym-i Till out COMPletelr,. Including masara»aats snA materials/colors to.,be.issed. loan copies of this faro are required for submittal of on ayplication, slon 0.:with'tour copies of the plot plan, landsaaps plan and elevation plans, whom applicable. BPSCSHT _ '1� Revisal 11/98 34 Assessor's office(1st Floor)- Assessor's map and lot. umber R SEPTIC SYSTEM MUST ICE 0*THE>0 Conservation L.L.ED IN comPL.ANCE Board of Health(36 floor: WITH TITLE 5 t D,HI7T�DL i Sewage.Permit number. T-Wi�ON�ENTAL CODE AND • y rug Engineering Department rd floor): TOWN REGULATIONS oo 039", House,numberz �Q/G�jij �o arr Definitive Plan Approved by'Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only n TOWN OF , BA RNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 7—/3 19 i t— TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ��1JG ✓32�} i'v � 7rr fA>, 6�aY•LSTabt� f'1,�s� . Proposed Use {/✓5,,- e 12m, >< G y-' 7{A"d. Va o Zoning District ' 1. Fire District Name of Owner 1171 Z-Aa-e Cl A I) /h (J P'/Address JS� /)�,�i KJS C(� //�o?y✓y5`Q 61,!!I_m-i Name of Builder/P err. a"A 4,-e— Address /,:::>-0 13/O� A•&V I y r0// /� ✓�' Name of Architect `�f°' "e-- Address Number of Rooms Z- Foundation��� sz' d✓-e� Exterior �+ �- { Roofing i / G.»e� _ - Floors Interior Heating E. �l, s Plumbing tub�u- Fireplace IL)/3 Approximate Cost 2- 6nU Area -Diagram of Lot and Building with Dimensions Fee �® r l . 0 1 \9- � v OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name t Construction Supervisor's License 0 1 7 3 S"'7 O'"-NEIL, MICHAEL & ELIZABETH S No 35195 Permit For BUILD ADDITION Single Family Dwelling Location 1588 Main Street West Barnstable Owner Michael & Elizabeth O'Neil Type of Construction Frame Plot Lot Permit Granted July 13 , 19 92 Date of.Inspection �-�4� 19 Date Completed 19 . oti c. . Application to I -Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building Addition 13� Alteration Indicate type of building: [House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: [9-- . 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE MA u 9 V /9 9 Z ADDRESS OF PROPOSED WORK 1629 M A I tJ I-JI. (ASSESSORS MAP NO. OWNER (I I P<hcLe_A 00.Y1d E U a r6ne��V\_ �� IV 1 L ASSESSORS LOT NO. .HOME ADDRESS P_ �1t., Q \n0 V TEL. NO. .0 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). ' 01r ,\non rt;V. t I c P t� r- s LL , AGENT OR CONTRACTOR I a �e C- TEL. NO. ADDRESS DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). i a X t 4�, �C i 5 Vi UPS c<<v-S b e�v-e� w` o.v\� Cr e c�'t'� , s� e �X t V_C) •1laCe e-Y-isv.c�r-oow�/, av\c� up rc.dCc� c�,�daw C>YI `�-�.0 SS`CCt .�� v�� �c��A�� A c:t and .p\c:y-)s ore- eY16Ose.d• \ Signed wner-Contractor-Agent' _ Space below line for Committee use. Received by H.D.C. "te ertificate is her y Date ID A OWN�F BA TABLE IM ORTANT: If Certificate is approved, approval is subject to the 10 day appeal period 9�Y1+1 �S WAY provided in the Act. Disapproved ❑ � op 22.Id 1/4 !7 o ay y X 9 .2,/ bx_ a3 /S/� i G f�rw�u,�lM� I�bc//I _ _ _ _ _ �ei11454t /grow/wr _3p!/_y_y_(,_J8_ ��0 3 y. 3 c�Qk 8 _ b/6 _ :5� /%.,, _�4h •1 _.._, ._. --w_- .,sw.l._. _ �-�..�. She:'/(1 44e „X MAY 2 7 1992 TO F BARNS BLE D KING S HIGHWAY C=) —=� ore f ��cA�io -, CJ/res�a�,o�es /e��er aIES. r,ALi off, lloor 1/n O'/HsJ�, ,! /1/1 W►►vojs 4 ze 4-)4"zf- OLD KING'S HIGHWAY HISTORIC D STRICT 2G7`.411e . ;Pe sc r,�2 t iv,�- Dl rD V scc' Gv SPEC S HE ET (/ FOUNDATION ( it SIDING TYPE l,4V,:& o r a S� : no,l S l/7, COLOR_ V,,� CHIMNEY TYPE_ C�r� � 1,� COLOR r- �.( ROOF MATE I AL o COLOR Gee PITCH_ WINDOWS SeC , 711.V-GAed1 S S.I Z E �P TRIM COLOR DOORS ,- G •� /' .y„ /> COLOR rnc.vN SHUTTERS /v0 n 2 Cc GUTTERS C° DECK RCS 5ur-c 171'e4 ecl a ,k ��P r /IA� ( S�.sr, n/ Q GARAGE DOORS COLOR M 0 U MAy Notes : Fill out completely,. including measurements a RNSTS materials/colors to be used. NofGgH1GNWAY Three copies of this form are required for su� mi of an application , along with three copies eacFi of the plot . plan, landscape plan and elevation plans , when applicable. - *Plot plan need not be "Certified" , but should show all structures on the lot to scale. 7 � r^ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V Parcel Permit# 3 8-Y. RealthrBivision Date Issued 1 2Lb® Fee Sr. _rw Tax Collector Treasurer annin Dept. Date Definitive Plan Approved by Planning Board Historic-OKH oC I:�1resenrationlHyannis Project Street Address �J � �7V Jr. Village Owner \,rA7' " b6" MQ2T-r— Address 5A-M<_ Telephone Permit Request O) U I— I . k4ibAiht�!! amc- 's C-) cs = 3a " 3 ,� Square feet: 1 st floor: existing " proposed 2nd floor: existing— proposed Total new Estimated Project Cost -"o`ZS/ Zoning District Flood Plain tV Groundwater Overlay Construction Type �— Lot Size Grandfathered: ❑Yes E,No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) / Age of Existing Structure Historic House: ❑Yes V[No On Old King's Highway: S ❑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 Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name , t� I3'PI T.,z( ! l��)����/Q Telephone Number Address /j►(� ) License# CcS 0 ^Y�`7� l D Z?u T/a Dale -Z Home Improvement Contractor# /A0`1YU Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE YY FOR OFFICIAL USE ONLY �Y` `<►�,�` ,_..: "� -- jam,•., PERMIT.NO f.. ,. z DATE ISSUED _ MAP/PARCEL NO. "-; �} `'" f �' . . .•.,�`- ADDRESS .. �.77 �i'_ VIL'L`AGE r r: OWNER; , 1 ,,, ;.✓ �S � i � 'yam y� ',.a. -• �. � `..� .-<1t ' ` irw`,,.- /. DATE OF INSPECTI FOUNDATION FRAME i 1 INSULATION . FIREPLACE ELECTRICAL: ROUGH FINAL � r PLUMBING: ROUGH FINAL Aj GAS: ROUGH FINAL y � FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. - " o - --- -- The Commonwealth of Massachusetts +'= Department of Industrial Accidents ff _ Office oJ/arestf9atioas 617 —A � - —i 600 Washington Street ' Boston,Mass. 02111 Workers' Compensation Insurance Affidavit E name: R. oration: S ? city ne# ❑ I am a homeowner performing all work myself. 1 ❑ I am a sole ropnetor and have no one workin in any capacity ///��llll��l����/////O/(//O////.%%//O///�%////� I am an employer providing workers' compensation for my employees working on this job. campnnv name wcP I/ys /u . / address: 16! S. A1e&J7DWA/ city: 0 Tj,L! T o LOA1, .3S phone#: C.SDa'� yang- 9518 <: insurance co. A plicv# WC W i ! ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the folloi%ing workers' compensation polices: companv name: address: dtv phone#: ... . .......... insarnnce cn. # ::::... .:. !///.!a'G%!l% !!!!!// comnanv name: address• city. ... phone#' ::::::....:;>;>::. :::.:•:.. iruarancc co. :... ..:..::. olicv# .:. ..::••.�:•:;: . ....;..,.:•::.: .. Ad 44"WAOft".imp Facture to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of crbninal penalties of a ane up to SIS00.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of S100.00 a day against me. I understated that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage vetincation. I do hereby certify under the pains and penalties perjury that the information provided above is truce and correct Signature </' Date Print name r9 Et) xi e1L V. Q A S C H 41 i ZZ i Phone# only:- Cedityort:own: rite in this area to be completed by city or town otllcial i n: permitillcense# ❑Building Department ❑Licensing Board ln me is required ❑Selectmen's Mee ❑Health Deparchent on: phone ti; -[]other_ (mvem 9l95 PJAi HOME IMPROVEMENT x j `2 -77 i GTlze �oanr��w�uueal�! a��� +� l CONTRALTO REGULATIONS I„ Registration '100140 R s., �; i BOARD OF BUILDING Type - i.. PRIVATE ; License: CONSTRUCTION SUPERVISOR Expiration CORPORATION 06/23/00 ;:yl Number: CS 057032 it CAPIZZI HOME IMPROVEMENT, INC'.•. 4 � Explres,.A9/26/2001 Tr.no: 5742 I2�Q��1as CaPizzi i-:' AOMINIS7RATOR 1owJ Newto I Sr Restricted'To: 00 I n Rd Cotuit MA 02635. .I I JR THOMAS X CAPIZ,Z � -- --• . _ 280 PERCIVAL DR 4� W BARNSTABLE, MA 02668 Admiriistrator �. 07. �a��vnioncueaLC/ o� ucoeli t• ✓/ze �!anv�rto�tcueal/�. o• Gwoac�u�eCli DEPARTMENT OF PUBIIC SAFETY DEPARTMENT OF PUBLIC SAFETY 7 Y=>. CONSTRUCTION SUPERVISOR LICENSE i CONSTRUCTION SUPERVISOR LICENSE :,i Expires: i D0 AesLricteO To L Restricted'To: 00 /TNONA vs'A FREDERICK V 'RASCH III I"+ 1645''NEWYOWN RD BOURNE,RD I I:: a COTUIT; NA 02635 � PLYMOUTH, NA 02360 f M »� .> .. . _ i FIKE?I The Town of Barnstable BnRr►sTnat.a. 9� ; �0� Department of Health Safety and Environmental Services 1639. 39 A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 50&790-6230 Building Commissioner Permit no.— Date— AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ® w�/�C/1dCl. Estimated Cos Address of Work: /S5 SE-1 Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Downer pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I eby,apply f r a rit a e age t of the*owner: 7` D Date Contractor Name Registration No. OR Date Owner's Name glorms:Affidav I Application to i E Old KinSSwaY Regional s Highway R ional Historic District CommitIp 9 9 2 9 O in the'Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, id triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470. Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or.photographs accompanying this application for: CHECK CATEGORIES THAT APPLY• � 1. Exterior Building Construction: ❑ New Building ❑ .Addition Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial- ❑ Other o Z Exterior Painting: ❑ J 3. Signs or Billboards: �? � ❑ New sign ❑ Existing sign ❑ Repainting existing sign � - 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). =gyp TYPE OR PRINT LEGIBLY DATE ADDRESS OF PROPOSED WORK liv7� rnl)�J BOVISZ-ftlC ASSESSORS MAP NO. J OWNER � j!5: F- (A MOR M ASSESSORS LOT NO. I HOME ADDRESS ,W At7Aj cS7-. Id. k3jV-A), 16 LF ,TEL. NO. - c3& 2 —i5o2W FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach.additional sheet if necessary). �ohsn arrwr4le Tvu,S 17/.79' - E' ki 50 &UAJ0o EI , ei?� 114, 1 R7 5 06 �✓aG Ogg) MPC C/&2 C 9 AGENT OR CONTRACTOR TEL. NO. 'yam' a51� ADDRESS 16 q6— Af&AJ1*rW %*4 (107 l/7 r AIJA AQk 315' DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs,give locations.of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). (16) G®WITC vI;J y t, toli4Dou s ..lD c Hu,�t� Csu.he-s� 1 �"Oab woo8 8 3�✓ ' wi } A)NJ .CASl�tl6r5 � si S Signed Owner-Contractor-Agent Space below line for Committee us . D D D ` Rec 'v D � Cpm,ficate is hereb}y� to B - I - NG' HIGH AY Approved ❑ IMPORTAN . If Certificate is a proved,approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ , Town of Barnstable + Old King's Highway Historic District Committee ; i SPEC SKEET �7i�,ni=S DE l LA MO�:TE FOUNDATION SIDING TYPE COLOR CHIMNEY TYPE COLOR i ROOF MATERIAL COLOR i PITCH j L3) AkI06 s6r wlNDows V 'M45 EOLOR slzE WOOL)sNoP 1N 1� "61 rQY /, Cri ks) ��7' �N`DEZ�E� I�L1 W�sH D. tf• 1 . TRIM COLOR IM (04 E�a S n Ili ta DOORS COLORS SHUTTERS COLORS f GUTTERS COLORS DECKS MATERIALS GARAGE DOORS COLORS SKYLIGHTS SIZE COLORS SIGNS COLORS YI FENCE COLOR i . i NOTES: Fill out completely, including measurements and materials/colors to be used. Hour copies of this form are required for submittal of an application, along with Your copies of the plot plant landscape plan and elevation plane, when applicable. s SPSCSHT Revised 11198 y ' WDM SFAT I j ! i it n ! ! ol � I F HALL. mw ON ° — — BATH o --- --- I 1 II cum i I I I I I 1 L--------- ----'----------— a DELLAMORTE EXISTING SECOND FLOOR PLAN KDA 1 .08.04 X) = 1'-0" i ;q1 V-1 tc) cC N v� i l '� h Sy93 -r N�r+`d � � � lMar „ S� . �✓ � G ,-n �y7/oaf a a S�G� 3'aa�Gy� IC�NT DU HAAVI �.' ASSESSORS MAP 197 PARCEL 21 Architects Inc. ZONING DISTRICT: RF YARD SETBACKS: J FRONT = 30' ��� 37.1 Congress Slreel Suite 604 SIDE — 15' Boston,CIA 02210 REAR 15' �a 3 reieph<1e rn-122•D9s2 Facsimile 617422.0962 FLOOD ZONE: C gyp, Ostcn'illc,\I:\ ELEVATIONS APPROX. NGVD Telepho1e .508 420.6296 t --kewduckhoun.com SEPTIC SYSTEM AS PER DEP T .lrehu t urc a hnninr[kv6m INSPECTION REPORT PERFORMED 1998 LOCATION MAP NTS 9 LOT AREA 50,700t SQ. FT. Issues Numb. W. D-4,iu n PROP. ATTAQiED E10ST.LEACH FIELD SHED Revisions •� .�j 11-ber Dsu Dnvipti.n PROP 1000 DECK° ` TAW � SITE PLAN PROP. ADDN. OF 1588 ROUTE 6ADr—� E705T. IN THE TowN (W EST) BARN STABLE DEU AMORTE . PREPARED FOR: JAMES DELLAMORTE RESIDENCE ' 'I0 BamstaW MA 30 0 30 80 90 O. ' ✓% O : SCALE.• 1' 30' DATE: JANUARY 26. 2004 SITE PLAN i� 0 off aoe1 down cape eng/neer/ng, Inc. D—ini;sca1r, N.T.S. CIVIL ENGINEERS Pojat Number: LAND SURVEYORS waw 03-387 939 main st. yarmouth, rya 02675 ARNE H. OJALA, P.S., P.L.S. DATE Daps C-101 view O2002 Kent Duckham Architects,inc.,Boston, - These documents are the property'of Kent Duckham Architects.They are not to be used. Massachusetts(617)422-0952.All Rights Reserved. altered or copied in any way without the written permission of Kent Duckham Architects. CUCKH)UMcts Inc. 37.1 CouyTcss Strcct Suitc fi0:1 Boston.\1A 02210 Telephone 617-422.0952 Fncsunilc 617-422.0962 0stervillc•\IA Telephone 508420-6296 --l—ulucldtuu.cont • - �Archucc6tr4!@Tmorit.r.Ihpign: BAY _-- WASIffR DRYfR LINE OF CANTILEVERED STORAGE E1ORCISE ROOM LAUNDRY ROOM -----------1------------ Issues wms�r bm ikwiptim 1 LINE OF DECK ABOVE--I I I I I UNEXGIVAIm I II I ,r CONCRETE sm WRN axe.TWO wwF I I OVER 6101 ROSY VAPOR BARRIER ON If I I COMPACTED!NAVEL.TYPICAL. I II I II FAMaY ROOM I J II I II I II I II I I� , II , II - ......::..... I Revisions I L I I N W. pi. Checkedby: DELLAMORTE D—°y PROPOSED BASEMENT FLOOR PLAN KDA DEId.AMORTE 1 .23.04 y» _ 11 o» RESIDENCE mrnsb&le,MA BASEMENT FLOOR PLAN Dmring Sale: . Rojm Nib¢ Now 211 hsu[d: A100 vlsw ©2002 Kent Duckham Architects,Inc.,Boston, These documents are the property of Kent Duckham Architects.They are not to be used, Massachusetts(617)422-0952.All Rights Reserved. altered or copied in any way without the written permission of Kent Duckham Architects. stKEENT DUCKHAM hitects Inc. ' 37d Cony; Street Suite(0d - Boston,NIA 02210 -1'elephone (317-422.09.52 Facsimile 617422-0962 Usten'ille.NIA Telepbo°e 508420-6296 —ti .k-tduckl-mc— ' � � �rtt tyrgl L R tu0.ru;:DisrynTT--. 2 X A202 . v 70WNf tYT B4 9'-V 14dP OOSIING 43") BULHN C=0 BIl41BI [71 Isom ® / GRAMM.HEARTH DOSING n I REF. STwf i I I I II , I I DOSTINGROOM 1I DHW IIi ON, -- 11 01 I I I I I ,. Issues ZT Num6er Dau Deseriaioop�I �Lt FAYRY ROIMI tWµ1JT r—A202 ® NEW CABS DyDIS ky T-1— I A201 I �r�w EXISTM LL ~ NEW I 2R STAIR HALL 1IN11D RADII - ® II Q7 V ODrTNG DD I I _ C, --- --- ----------- SIDE ENOW �G 1 , Revisions F11-b. Dnm D—iption F9 rr' '.r^=rr---•r-r`'r1—`-T r—T—.T.__r- I rTT T- I - ..J.. T.T.a . .a_�T. .. IT_�..f.�'�'I .'T__.cS.,�_�i!-.T.1..:!...1-!T.,..Lr._: _ ..1.. , : � �1 : -•Y 1" i'.T : I....r'r ..I.:�L_.��:T__ :a �'-�.���� 1:L.:1:��...L..i.� ly-71+. r'r'-r„•"Y-" ,�',.! r��-+-ir�� r=_iL�l T TT T ON 1-- ; F - txatmey': Dncnby: NlW SHIM) EIQSIOIG elOS W DRIVEWAY A201 GARAGE DEU MORTE RESIDENCE Barnstable,MA FIRST FLOOR PLAN V- . Rojas Nombe: 04004 �� A101 O2002 Kent Duckham Atchitects,Inc.,Boston, These documents are the property of Kent Duckham Architects.They are not to be used, Massachusetts(617)422-0952.All Rights Reserved. altered or copied in any way without the written permission of Kent Duckham Architects. KLNT DUCKHAM Architects 111C. ' 374 Cnngrcm Street Suile fi0.1 Boston.\1A 02210 • Telepho°e 617.422.09.52 Facsimile 617422.0962 Ustcn•ille.NLA Telephone 508-420-6296 --.keuulu:klimmr—, ,lrehu•cuur lC intriirx•Jhxiyn -------------------------------- ------- --------------I 9sJ�t _ 1'. 1'It I MIL4fER 1 BATHROOMI ®STEP ! 1 I 'SLOPE I I I I BATHROOMyESREAIIE _J I n ® `,FN I 1 a 31 ll ILFIN RZ "MY ROOM ----- BEDROOM/t i Issues I � I I Wmbn Date oaea�� `.\ I I I � I � I I 41 I �• I MOM BEDROOM I \� I I STAIR HALL — ------------- ,' I ® I `• I I I I I 1 1 SLOPE I DENwow �1 II - 06 I III I WINDOW LEDGE Revisions -- -• ----------------j aeoae+ Dam oem�aw ----------------------- -- I -------------------------------- L-- --J I I I I ------ I � I I I I I I I I I I I I I I • Cb.W by: I I I I i i D.-by: 1 � I I 1 I DEUAMORTE I I I ENCE ------------- L------------------------------ BunftaW MA SECOND FLOOR PLAN - Dn„iog sae: � I us•=r-0• WON DamissueS 1,Is A102 w O2002 Kent Duckham Architects,Inc.,Boston, These documents are the property of Kent Duckham Architects.They are not to be used, C Massachusetts(617)422-0952.All Rights Reserved. altered or copied In any way without the written permission of Kent Duckham Architects. KLNT DUCKHA-M Architects Inc. • 37d CouBress Street Suite fiO4 ' I3nstnu.Jla b`1210 'relephn°c 617-422.0952 FacMmilc 617-422-0962 0swrville,MA Tc l e l l m.. 508-420-6296 --.kentrlucklmnixnm :Srrtutss:4Jrc:1t latrtiar•tk»Ytym 12 12 _ r �10 A�RROIKkI .—.—.—.— :�:.`:: —._.—'—.—.—.—.—.—.—'—.—.—.—.—. —-—-—-—-—-—-- - EL +(1ef EL-+(14'-ir) " •� ® ® ® ® —.—.—.—.—.—._ Alla!WRH F1G5T.(V1F.) . ANON wRH l=7 N-LF.) c== , , Issues Ex _ b I Numb. Date Dcscn*. r b t' FlAO ROUGH _ _ _ _ R ..—..—..— —'— —'—' Ir ELT) -ri? c__ EL-4(6-1 ) AM wrrH Don.(KLF.) ® � � � - J1 M WM DW.(V.IF.) - r - _.,=� 4 / Y. I I. .i I. L.I �FlRSf FLAOR ROUGH .�_:___::[ �-- MOOR RWOH I .— .—.—.— N�Revisions EL-(�$) r-•-� =Y 0--(�$ I, ��� ! I i mbR Dau Iynxd AT RM I IJL I I . CONC.REf.WALL I I I I I I I I I I TOP I EL C .—.—.—.—..I .—.— — — ------- -- —.— —---— - E - --—---— : - -— —-— — —---'-- tJI — -_ _ _ : _ _ _ _ _ _ _ _ _-- Dbak d by: EL J. OF LOW. EiiED 9AB t---------------------------------------------J EL- D—by: PROPOSED FRONT ELEVATION 2. PROPOSED REAR ELEVATION DEII.AMORTE SCALE: 1/r _ I_Cr' SCALE: 1/!f 1=0r RESIDENCE Ba MUhle,MA / PROPOSED EXTERIOR ELEVATIONS • t Dn,ving Brale: Projm Numbs: O004 VIM VIM A201 • ©2002 Kent Duckham Architects,Inc.,Boston, - These documents are the property of Kent Duckham Architects.They are not to be used, Massachusetts(617)422.0952.All RIBhts Reserved. altered or copied in any way without the written permission of Kent Duckham Architects. i I KENI'DUCKHAM Architects Inc. I 374 Congress Street. Suite 604 Boston,\1A 02210 Telephone 017-422-0.952 Facsimile 617422-ON2 Osten-ille.MA TclephoOe .508-420-62.96 I ' a�sw.kcntducWtam.com lrchuccouf l Ii- 1"ita+ T. i_ — --_ —.—. ...........................—.—.—.—.—. —. Issues Vvmbrr Dam Dmripuw r : LEM I I I II I I I II I I I II I I I II I I I II I I I II ! I I I — — — — —•—•—'—•—•—•—•—'—•—•—•—•---•—•—•—•—•---...— —.—.—.—.—.—.—.—.—.—.—.—.—.—. —.—.—.—.—Z.—.—.— ----------------- — — — — ____________ ------- �___-----______ Numha Po¢ Desuiption 1 PROPOSED RIGHT ELEVATION SCALE: �/r 1=C' ChmW by: D.-by: DEZAMORTE RESIDENCE Ba:na"MA PROPOSED EXTERIOR ELEVATIONS Dn„�smin: Pojnt Numbw. 04004 �m0 A202 - visa O2002 Kent Duckham Architects,Inc.,Boston, These documents are the property of Kent Duckhann Architects. They are not to be us Massachusetts)617)4220952.All Rights Reserved. altered or copied In any way without the written permission of Kent Duckham Architects. KKNT DUCKHAM • Architects Inc. ' � �74 CouyTesx Siruet Suitc fi0a Boston,NIA 02210 Telephone 617-422-0932 Fncsunile 617-422-0962 Omen•ille,NU Telephone 90R-420-6290 %v-1eutduckltam.cont .\reFi6crNtR ln[er�ix rhauym I . 1T.L.,..yt. C OR OU ._._._._ _._._._ t _._._._._._. . FLU+(18�11f) ' a H rAl 11 Ald Al A I Issues _ _ _ _ _ _ _ _ _ _ SECD v ROUGH Number Date DeseripGon +H ® ® ■ L i L� _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIRST F1AOR ROUGH�L tTL11 L`� may[ •—-———— •— Revisions wmbm D. omealpiea 1 PROP�VI_CD LEFT ELEVATION SCALE r' ebeeteaby: Dnum by: DEU MORTE RESIDENCE Barnstable,MA PROPOSED EXTERIOR ELEVATIONS Dn,ving Sala Hojm Number: wOw O2002 Kent Duckham Architects,Inc.,Boston, These documents are the property o Kent Duckham Architects.They are not to be used, visor A203 Massachusetts(617)422-0952.All Rights Reserved. altered or copied In any way without the written permission of Kent Duckham Architects. L 0 ." AR r 11ZE 1) L UA SID NC 1588 Main Street West Barnstable , Massachusetts Permit 2004 Set March 15 , PROJECT DIRECTORY DRAWING INDEX GENERAL NOTES OWNER JaI m and Natalie DeRamarte 0101 DEMOLITION PLANS 1. ALL WORK PERFORMED,INCLUDING MATERIALS FURNISHED,WORKMANSHIP,MID 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 14. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP ' 1588 Male Street MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPLICABLE INSTALLATIONS,CONDITIONS MATERIALS AND FINISHES WITH THE PROPOSED ADJOINING PREMISES,INCLUDING STREETS AND OTHER AREAS ASSIGNED TO OR West Barnstable,MA D102 ELEVATION DEMOLITION ArID THE"TEST REQUIREMENTS OF THE STATE BUILDING CODE AND THE CONSTRUCTION AREA MID 4LL ADJOINING PROPCRTY AFFECTED BY USED BY THE CONTRACTOR,FREE FROM ACCUMULATIONS OF WASTE MATERIALS APPUCABLE CITY OR TOWNSHIP,ALL LOCAL AND STATE HANDICAP AND FEDERAL CONTRACTORS OPERATIONS,THE CONTRACTOR SHALL PROVIDE ADEQUATE AND RUBBISH CAUSED BY CONTRACTORS EMPLOYEES,SUBCONTRACTOR OR THEIR S1OO FOUNDATION PLAN REQUIREMENTS.AND GENERAL CONDITIONS PER MA DOCUMENTVA205 AND SHORING AND BRACING FOR STRUCTURAL OR REMOVAL TASKS.THE WORK OWNER/CONTRACTOR AGREEMENT DOCUMENT RAIDS. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES ARCHITECTS Kent Duckham Architects S101 FIRST FLOOR FRAMING PLAN CAUSED BY OR DURING THE EXECUTION OF THE WORK.ANY EXISTING MATERIALS 1S. CONTRACTOR SHALL ASSIST DELIVERY AND STORAGE OF OWNER SUPPLIED ITEMS, 37A Congress Street S102 SECOND FLOOR AND ROOF FRAMING PLAN 2. BEFORE CO.WAENCIIIC.WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED MID FINISHES WHICH ARE DAMAGED,SHALL BE REPLACED AS NECESSARY WITH AND DISPOSE OF ANY RESULTING TRASH, Suite 604 CERTIFICATES Of INSURANCE WITH THE OWNER AND THE DEPARTMENT OF NEW MATCHING MATERIALS AT THE CONTRACTORS OWN COST AND EXPENSE. Boston,MA 02210 S103 FOUNDATION DETAILS BUILDINGS.OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR Al TRADES PRIOR TO THE GOVERNING AGENCIES. B. THE CONTRACTOR SHALL 00 ALL CUTTING,CHASING,CORE DRILLING,PATCHING INSTALLATION,ANTI SAMPLES OF ALL MATERIAL AND COLOR/FINISHES FOR T.(617)422-0962 AND REPARING AS REQUIRED TO PERFORM ALL THE WORK THAT MAY BE ARCHITECTS APPROVAL ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT Contact: :Kent DU AI OO BASEMENT PLAN B. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING INDICATED ON THE DRAWINGS,MID ALL OTHER WORK THAT MAY BE REQUIRED DOCUMENTS, Contact.Ken[Duckham A101 FIRST FLOOR PLAN CONDITIONS AGREE WITH THE INFORMATION SHOWN ON THE DRAWINGS.ARMY TO COMPLETE THE JOB.PATCHING SHALL MATCH ADJACENT SYSTEMS, - CONFLICTS.OMISSIONS OR DISCREPENCIES SHALL BE BROUGHT TO THE MATERIALS MID FINISHES UNLESS OTHERWISE NOTED. 17. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS,AS APPLICABLE TO THEIR A102 SECOND FLOOR PLAN ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO COMVENCMEirT OF COIITRACI,WITH OWNER. STRUCTURAL AlO3 ROOF PLAN - ANY MOBIL NO ALLOWANCES WILL SH SUBSEQUENTLY BE MADE ON BEHALF OF THE 9. CONTRACTOR ALL EMPLY ADEQUATE HUMBER OF SKILLED WORKMEN WHO ARE ARCHITECT FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO IB. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT,PRIOR TO FINAL PAYMENT, NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR ARE COMPLETELY FAMIUAR WITH THE SPECIFIED REQUIREMENTS AND THE INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS A201 EXTERIOR ELEVATIONS UISPECTIOON OF EXISTING CONDITIONS. METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.ALL WORK.SHALL OF ALL APPLICABLE CERTIFICATES OF TESTING,INSPECTION,TEMPORARY FINAL ORDER114G OF A202 EXTERIOR ELEVATIONS BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE CERTIFICATE OF OCCUPANCY,COORDINATE WITH OWNER. TO COMMENCING WORK. MATERIALS AND SHOP FABRICATION AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE,(PLUMBING, OF ANY MATERIALS,THE COTRACTOR SHALL VERIFY ALL DIMENSIONS AS ELECTRICAL,ETC),WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED 19. CONTRACTOR SHALL BE REPONSIBLE FOR A THOROUGH,PROFESSIONAL A301 BUILDING SECTIONS' INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPENCIES TO THE INSPECTIONS AND SIGN-OFFS. CLEANING OF THE ENTIRE FACIUTY PRIOR TO OWNER TAKEOVER DATE.ALL ARCHITECT FOR RESOLUTION. EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING,BUT NOT UNITED 5. N 10. THESE ORAVAHGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. TO THE FOLLOM'NG MUST BE WIPED CLEAN AND FREE OF DUST-WALLS.EXPOSED CIVIL/SITE SURVEY DRAWINGS ONOKATE LOCATION,DIMENSIONS,RffORH(C AND TYPICAL DETAIL CONTRACTOR.SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SHALL STRUCTURAL MEMBERS,STAIRS AND RAILINGS,CABINETRY.ALL FLOORS MUST BE FOR COSTRUCTION.WNOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK MOPPED CLEAN.NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF S INKLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS,FOR CONDITIONS NOT WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 20. CONTRACTOR TO PROVIDE 3 COPIES OF AS BUILT INFORMATION,OPERATION AND ILLUSTRATED,NOTIFY ARCHITECTS FOR CLARIFICATION AND/OR SIMILAR DETAIL AWNTEHANCE MANUALS,INCLUDING ALL PRODUCT GUARANTIES AND I 11. CONTRACTOR SHALL I VISIONS REQUIRED IR COORDINATE TWORKRADES, S,ALL TRADES AND WARRANTIES. 6. THE SCOPE OF WORK INCLUDES ALTERATION TO EXISTING FACILITIES.WORN - SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES, WNICN D PRODOBVIOUSLY REQUIRED TO BE PERFORMED OR PROVIDE A COMPLETE AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK 21. CONTRACTOR TO KEEP A SET OF THE MOST CURRENT DRAW OGS ON SITE AT ALL FINISHED PRODUCT WITHIN THE SCOPE OF WORN,BUT WHICH IS NOT WITH THE WORK OF OTHERS,AND SHALL VERIFY THAT ANY WORK RELATING TO TIMES SPECIFICALLY INCLUDED ON THE CONTRACT DOCUMENTS,SHALL BE PERFORMED THEM WHICH MUST BE PROVIDED BY OTHERS,HAS BEEN COMPLETED AND IS COI.TRACTOR BY THE CONIRATOR AND BE INCLUDED IN THE BID.CONTRACTOR TO INSPECT AT ADEQUATE PRIOR TO COMMENCING WORK TIME OF DELIVERY ALL FIXTURES PROVIDED BY OWNER TO INSURE PROPER QUANTITY,THAT ITEMS ARE DEFECT FREE,AND MATCH INVOICE.CONTRACTOR 12. CONTRACTOR MALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL TO BERG.ETC.IT FOR INSTALLATION,WHICH MAY INCLUDE BLOCKING, MOUNTED FUTURES,FINISHES AND EQUIPMENT,AND FOR ALL HANGING `M O K E DETECTORS O K. ITEMSSUP ETC.IT O THE CONTRACTORS D TO VERIFY RESPONSIBILITY T COORDINATE ALL FIXTURES,BUNGS,ETC. ITEMS SUPPLIED By OWIIERS W NEDONS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPECIFICATIONS,HEREIN.ANY 13. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER DAMAGED ITEMS OR DISCREPANCIES BETWEEN MATERIALS SPECIFIED AND MANUFACTURERS WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS. MATERIALS SHIPPED,SHALL BE REPORTED TO THE ARCHITECT PROMPTLY. / v �� � BARNSTABLE BUILDING f Arcl uect cre$M�In�tgatiWE IJn,'�`.Fc.a'".A:isa� .. �ai ;�....'Mca�:r.`;ra.,;:"ssc: - - I •f�i'iri 4 ICENT DUCKHAM Architects Inc. .74 C"N gr s Suva Suite 604 Eimmn,MA(Y2210 Telephone fi17-t2'2-IM32 Faaimik 6 7-t224M. 2 STORAGE 1 i fNTH Telephmw 5(1R-42("296 P---m-r T='t IOfOfll RFT. ® I I® J1'_atltltl JItltl+I_uItltlI..II1_00tla.T�0,,LLf otlI�tI n,-tlIeI.n�1tl1 IoIII 111 i111I1 11I1p1 mm1P1I mmdd��111'''IIlII Sw1r. ..kcn�\td�f)uc� j^k„•h'�.` c o•,m j FFF —If —rF EXERCISE ROOM LAUNDRY ROOM UP nnnI Vcap-0CLOSET UEGVATED ------ � WALL ENTRY 0� D ~• �.. .. _ ' I I I 'l______________ _ _ F"® DECK PERMIT SET ay you I YI ® PANTRY LIVING ROOM �, II I il' Ar------`A - n u IAA, ----- Al _---- blmmm---.15 � \ Issues� )I BASEMENT LEVEL DEMOLITION PLAN \FIRST FLOOR DEMOLITION PLAN N..b. wm D.-P-I SCALE 1/8' - T'-o• L saAUE: T/am — T'—om DEMOLITION NOTES — GENERAL I. T)(SE DEMClR10N ORAWNGS KAYE BEFIT COIPIED FROI AVA#&E 01FOIaNT10N NO ARE 47 WENDED TO LIMIT TW SCOPE OF WORK TIE CO~OR MAY ENCOUNTER EODEMLAR O OOCYDMtED CONDITIONS FOR - ' ___. ____ _r_____________� ' ON THESE ORAWWDS.fE0l1UdNG ADafDIML WORN FOR -�____ THE COMPLETION OF M CBUT W T TIE one TO E f ARD11 AID ___ CA __ _ sPECETGTEONs I1NX1)001C EWf NOf LIMITED ro TIE ARCIfIEC11AtAl. �---r---r-- , ---'' i; �'ONL SIRIICIWAI,PEL16Nf AND EIEC ELECTRICAL.ptAWHGS.ENOOWASS r. ___ F__.._-__ .. .. ------ OR NRITER WORN REOUTARC OFAWOlfi10N REIIOrAI AIO ARE IIERETTr 1 I I CL06ET C___ •.^'-`;I ' __ NCuM UNDER nas CONTRACT.IT WLL RE ASSLA D TH%T THE cONTRACTOR ®'. ENS 7EDROI1CegY NSPECTFD TEE SIRE PRIOR ro[IOOORG AID LQNTFDh.tl -: R i003. Dom pam THE WORMAnON SIF{LIED NELEIK 2. N CASE OF ANY 00PECTFD FIELD COIDRp16,igM THE AWMCr I r--- PRDR ro PROCEED•IIG WTTN COPoECTM1E MFAeoI< _.1; F;„_c.n..� i Q0SET SLOPE�. I SEE THE SPECFTGTiCNS FOR RESP016611RE5,REDURFD SAFETY If/5URE5 ICI S tl , Wrt TI a RELATIVE TO STATE AND LOCAL CODES I'1 I WASTER BEDROOM ; ..--- ,�, (lJl_i.Y_4 J_4.l•_L A..IL.I_uft _ , I I I , A. REE101•E AID LEGALLY DISPOSE CL ALL OFBIES IRO ALL FIXED OR ROIOV/DIEEMAIL o e , IIAIl ________.___ LOOM FH.P MkTM '.FWRARMDOOR lWIMC FIYilAW f7)IP•OSFD PU1WIEp10, i r M{____ ___ ; . TDOE DEMO MATE10nlS,DOORS TI0DOW5,AND PARIIIONS,ETC DOlTikD i i'i E iTO BE ; ® I S AEQU S R OFT AID CAP OFF UNUSED NODES PERSTATE NO LOCAL BRUHC COOLS 6. WERBE EN TO A AMAa AB TTI G IJATEC EIflEMS CNE [E WON ro AYpD DW/OE ro ABUTTING WTERWS CWTRACTCR SIWL BE I, RESPWALE FOR REPAIRS ro N ITIAIG MATERIALS DAMAGED OARING OEl101TiDN ' •'' , Cbo�W by: 7. PREPARE FOR AND PROW THE SAFETY AND FUNCDO184 OF ALL DMMG ---- ,`- :.'.---- I I 'I" i Dmm�q: SERVICES ro REILVR NImID OEIWCiRION(AND C0151RIICIICN I. °i ® 1 i a NO FRAIRIG OR O RUCWRAL ION AND ARE VA[O HOOFED.ITTECr OR CN '1 i 1 MIHODT THE PRIOR NOfF1Cw11p1 AND APPROVAL 0i THE ARp01ECE D e l l a m o r t e Residence 6. rRaE mFKRETE aR ILLSONRI WORN a REWIR[D m[E Wr FOR NPENNGS.WRAC SIWL tE DOFE Rf A[IRAYvE TWTELIS,SAWS OR CORTHE 1 ff�ff�� BEDROOM 2 ' SLOPE LW ESS*RoAvED IWIBy A o cNEPac rWRPELMpRS rWl!EE AuoWEo AT THESE AREAS i�, 1 588 Main Street _ West Barnstable, MA ID PROVIDE Tr]IroF+Ntl'RY✓faCIDES AID OtIER FTXUb a PROTECTION ' --- y 1 TO PROTECT OWER's ' ________ _ PROODE 1SAFE PASSAC T N O GENERAL P IONS .>�._.._ __S,,.__ __ FROM RWRI'AND 10 PROMOE SAFE PASSAGE ro OLCTA3D PORTIONS xl._-___ II OF THE euanNc. w -01 LT OSE� III I I I I. PROVIDE EM SNO(✓RIC.BRAONG OR AIPPORf A wORKf o0RDA10, sEnln+ELrt OR calAPSE of sTRIACTTRE AND WIOTO(ro REMAN. -_____-� -= - ------------J Iz ENTIRE ELTEY R TO E ARE ROOF SNNGIFS(AIL LAYERS)A10 EII111101G PAPER DaWN 10 StiFATHNG, --'- ❑. arE/Iw 11VIW PLANS ETODE ROOF ro RE RE-sw,Rxts LEGEND: DEMOUTION Z SECOND FLOOR DEMOLITION PLAN EXISTING TO RE" N; J SCALE: 1/8- V-O- PROTECT OURINC CONSTRUCTION D'ITm3 Sdc - Palm Numbs. OTOM n i n i KF•NT DUCKRA-.vi Architects 'Inc. it R374 Congrm Strcct Sltitc6,04 � TSo.ton,MA 02210 �c==,7 c Telephone xr=,x s=�E� 6I7-422-0562 f. -•--1.^}: �ci�� <<i s acwnile 617-422-0'3Y.62 c .......:...:.. :-------------------'--••--------•'-----"-----------------------—___------_________________ cii- .:...........: Uxtenille.MA Telephone 5/18-4204iT.% .,._........_ ; /'::..,.....`• .,;,, _ en4w.kuttducklunt.cum L.. ATTIC RDOR GH +•..•..•_:,:.:........... .:..:.:.....:..::_;.,_x.;._::�," ;':� — —.—._ .............................•_____...,.,_•-_-_______•_ _...F..G._..i:_.:'...i: ..::.: ::. .. :.: .i - ±ds;^gII:•n�-.g.,:rn; ^.xx:M,;v�gx_X<.:>ya:a;;: t6 ROU 1 ..,-.+.-.,: :r.x•..r .......... .....•.,-,-,-._. _ .,..:....,...:..:......,,,:..:.... � !. .'1�" - 'Sa>;�r A.r-w.r.�-,1 y�•,,.o r' .r.+..+.v ,: 4,Y,I-haa�rV` _._- f-h•T.1 -I++�:r:'.+• ,..r...........:.+....;..-: ....;....-:..:.. �s��s��hMNt.�;!4 r. .. •..r ..,......,,.r..,...._, :......:.....:.. NEW DOOR OPENING. :... _ ._} .• ..- •fi.1 [ - .Cam' t 1 EE PLAN .......... f ! « ) . «,i• .. .... ., :. .............. f.,i..:•: -„..-mot � .. ..�..:.. .. - r-�-- •.,a4.`V1 i`4J',4r ....:.. /:.' 'Jr,y''9 ,l _O T•_..-+-..__;at• „J._..:..._....,...... ..,..--,....._ WINDOW TO RE •' -i, 4,l r rh.b•«•s ,�i r. yr• I. "-!(., !1 ;1r ....._. f ::. .__.__•__,:. . . r: .. ..,:.__.__.--,:. ,ter ,[Y.a ._, ;•i:r,•{•,•-'r ,a4 .:.4:. i.4. '.�..- •...- ..........................,.,...,..,...........:........... _:.................. .. ......_ f..... .. _ .. __ REMOVED AND r F .+.......:,.....:-_.. .,. ..._._ ..... .. , .. r ,,;\::...+......:...... .. :.i. • h Ali.;:. ....:._n OPENING FILLED IN. . r ._.-....--_ .... { rM,•,•I-r-rtra•,_.••,•,••_--r r•r•,, ,+,......:n..,.+ti..,+.,:r..:..........._...:.,::......:.. �:.1.. '��.' } • A „ For IrY _ 4•"- ---a,..-.j. . . ........::....i..,...,...,...:.,.:.+...........,:....:..,.....:..:: JJ{{ ::>1 .:�\ `1 ,V N�, )Jt�rj.tS, A .•ter,„1��?X4 .. .. NEW WALL OPENING. "rr+4• ,•,Y-r-JI-r•M ,•,.r-J-JI-J-X-,•rY : —:�:_.:.��.�_�.i:..:._ - - -- —SECOND BOOR ROUGH -- ".7r• : .—.—.—._ .......... SEE PLAN hc— . It---...5.. :. .; -hh .. Y.J •,,• .,.:h,Vrrth ,�r,arV-h ;; .. I Ems: I ....::..:. .... �..::f:a�^:!:.:::;:: I'�,'V.Y.. . : .. .... . , ... :•.• rT�r/-7.r ::': .;,-,•I-r,�!'-rr) �'?•rYI-.•.::...:..'_: I 7 .. . ... _ • ,.....,:... .......... 1 .: ,,,. ..:� ...h,V.H.r,4 t�tr,ar4-/........:............ . I..:..;:..:...:._ I..�.:;:.... I :. . raV r',•h•V 4r :Y',•{it .....__.....".....::.. ! ....__._. ..._.............. WINDOW 0 BE a �. :.. - . .. jj -V7 I —.1 . .. . . c.........._..............._...,. !�......:.n.....: .. .•r.. � n:._....+......-......._.._.:.,_.........��: II__...........-:.............._..._-._.,.....:....... REMOVED ::.-.•r._:.,.�.v.....�i�..._�.un.�A a...+_..::.II:a:...-.-.-.- . ...�_•...-a.4ti..+.r..0 7, ,v-J•-ri,l-�ra„NY ...�.., :_... �'-�-- PER IT . : ..: , ... . ..E..... tom;•. ,r•,Y, r. ...._._,-a . .. _.. .. .. .....:..n...,. D:,..,., ............. A FIRST BOOR ROUGH t,.:._s_, t... ., :'......::...:..:.- ..I .,'T.r J•' i' .....:.... Issues / 1 \FRONT ELEVATION DEMOLITION PLAN N-m- D., Oe l /LEFT ELEVATION DEMOLITION PLAN SCALE 1/4• — 1'—O• �L / SCALE 1/4• — i'—o• .. tide ..........: ...... c c [,_�� z _-_..............rI -------------'------------------------------..........--------- :: c c .. .... i Revis ons ARIL BOOR RCUGM _ _ _ _ 3`7_ •�• ..;` `....r ( ) / •��N, '} �,_,.t�.u.µa 4 ........ - mac'" — ___ __ _ __ ___ ___ _ I r IF :.. .g ........_ :............ :J.....:..:...:..:.. �� :: ___. _.— I_ SHINGLES 0 BE •''r' :��•+•. '}.+. i, -:• NEW OPENINGS FOR t-:Y COMP_riLY REMOVED %1NWW. �I :�� : .: . : — — 1tII ....� �; ! �. F _ i %,Y+p I :- :: mNoow u+o R TO '::� ..::..::..:.........::::. TI � _!r•ra E S NO R r,w,:4:.-r,.,._y�.-.,•-r-r•-r,ri ,•, I:.C......----- - .. _h ECO R00 ROUGH I.. ;-a+ .4•,i--C+.4-,+-r4+ ,y,,r : BE REMOVED AND /� �_--- -- _-�i :_.::...: G.�....— EL �(B-6) .. ._-{Ca �+.,-- r--•,•r-r-r-r,41 I,r'%_1 :`. ."::' I WALL FILLED w —_—.. ��--_—__..__.__' :: ACCCRDINGl7 I.,..: I:. ---__ i. _;, - "__"`•F_'---T'' :.:.�.. .. I F...:.. it } 4 D. o�': i{ - I 1 �.. -... i I'• ;:: ; ; ;; �::.,..: Dellamorte Residence k— I 1 i I '..+. Ir,�:.-:1 I:. I'-•1 I 114`: - - - Yam: .' WALL OPENING. f:._,...: : :: : ;, NEW PAN f ............... -... - --. i 1588 Main Street i .. I. E2RST BOOR ROUGH West Barnstab NIA — —.—.— _- — ::... I le b SHINGLES TO BE WINDOW TO BE NEW OPENING FOR ELEVATION DENtX.nm REMOVED IN IHI$ REMOVED AND WALL WINDOW SHINGLES TO BE AREA ONLY TO BE FILLED IN COMPLEILY REMOVED ACCORENNGLY & —ELEVATION EAR DEMOLITION PLAN �RIGHT ELEVATION DEMOLITION PLAN CRIP: 1/4• — 1•—O• y- - . Thawing S:a'c. F;qax Numa-f: mD'a ------ ftes .t D102 CONCRETE NOTES DUCKHAM 1.) DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. DO NOT INSTALL CONCRETE IN - Architects I nc. STANDING WATER NO CONCRETE S16UL BE INSTALLED WHEN THE OUTDOOR TEMPERATURE IS ~. ti•�'•ij,'•';,°•. - LESS THAN 32 DEGREES. - 2.) ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTT OF 4.000 PSI AT THE ' END OF 28 DAYS AND SHALL BE AIR ENTRAINED. ALL INTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3.ODO PSI AT THE END OF 28 DAYS. ' 373 Congress SateSlate fill{ 3.) ALL CONCRETE FOUNDATION WALLS STALL BE AT LEAST 10 INCHES THINK. B"m,MA OVIO 4.) ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST 48"BELOW ' THE ADJACENT EXTERIOR GRADE • TelcL>tY fill-L7LIN�.52 5.) ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE PLACED ON UNDISTURBED Fa.imik VIRGIN SOIL WITH A MINIMUM BEARING CAPACITY'OF 4.ODO PSI. 6174224)%2 6.) ALL FOUNDATIONS SMALL BE FULLY CONNECTED TO THE EXISTING FOUNDATION WALLS WITH /5 REINFORCING DOWELS 12"LONG MINIMUM. WITH/AT LEAST S'DRILLED AND , OVcnillc•MA ' ANCHORED INTO THE EXISTING WALL ALL DOWELS SHALL BE SPACED 12'O.C.MAXIMUM. •Telephone ALL NEW CONCRETE FOUNDATIONS SHALL BE POURED AROUND THE DOWELS.AND THEY SHALL BE RIGIDLY ANCHORED TO BOTH NEW AND EXISTING WALLS. DOWELS SHALL BE DRILLED INTO EXISTING CONCRETE FOUNDATION WALLS AND SET IN NON SHRINK GROUT. - www.kenlllucL'hiruYWn 7.) ALL NEW CONCRETE FOUNDATION WALLS SHALL HAVE 2-/5 REINFORCING RODS SET WTT1H 1 1/2"CONCRETE COVER BOTH TOP AND BOTTOM OF THE WALL AND RUNNING ,•'Ardl rscnu<-.. CONTINUOUSLY. 8.) ALL CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4"THICK AND SHALL HAVE A CONTINUOUS REINFORCWG OF SAS 10/10 WELDED WIRE MESH RUNNING IN THE CENTER OF THE SLAB. ALL SLABS ON GRADE SMALL BE OVER A 6 MIL LAYER OF POLYETHYLENE VAPOR BARRIER AND A CONTINUOUS DYER OF B"NIWMUM UNIFORM LAYER OF COMPACTED GRAVEL ,� .� 5 9 DAMP PROOF ALL CONCRETE FOUNDATION WALLS WHEN THERE IS OCCUPDBLE SPACE OJ N THE INSIDE. USE AN ASPHALTIC FIBRATED MASTIC TROWELED ON. S 7 p -' 10.) SEAL AND HARDEN ALL CONCRETE SLABS ON GRADE AND POWER TROWEL FINISH. Y ..�. 9•-4* PERMIT SET M.O. Y.0. DAIOEAO AlwwCw 162004 B' g' CONC,W011 AS REOro ((" -- -- - LLIKE OF CANTLEVM BAY ABOVE I; ' .. ........ I I - .... ________ ___ _____________ r _ ORM K 3 I ❑❑ 'SHOO / 110�PDL LSSUe$ LETFR � I SI03 WASHR DTLITR SfOfLALE YMiv DaM I I I TOP OF WALL TOP OF WALL .____. BASEL04T WtOOW AND i i i EL-_ _1 EL--2-1 . :,.d WIDOW COKCH£WELL I I I BEAM POCKET a ABO TYP. i i 5 NEW DOWEL INTO EXISTW ^ I I 1 STOO BOTH SIDES:SEE DETAL 7OP(i MALL . 1 I I THIS SHEET ELERC6E ROOM LV14M ROOM ROAM STAIRSr '=�=q --�, I i CONCRETE POLY WITH BAR 10 0 W6 1 OKR TIMM POLY VAPOR BARBER ON 5 Y-Y ________I i COMPACTED dHAIEI_TYPICAL. RQ 1 II 1 :.r H _________ _ ______________________ __________ I _ _ 5103 I _____________ __VE01__F_A0_ST_______OTT DR. ____ _ O 1 �—UK DECK ABOVE I ' OEELUK OF m •;o I i; I BEAM.SEE SIOI POCKET I ' _.... ....._. - ..- PoUNOATIa FOR I ; 5103 ' I I BEAU POCKET-BEAM SHHAU REST ON .._.: NEW DDDa ' I ------ Revisions POCKE TO HA U L PUTE■CMETAL SHIUMIDES-/T B -_ NMN.. me r—TIAiM' 7 _ I I POCKET TO TO B YIN.1/2'SPACE ON SIDES-TOP OF I RIP H1F WN1 - --------- I SIC] r _. _ • - i POCKET E.TO SE VLF. I _ _ TALLY ROOM ----------- I I I 'I 5103 l►T�Si10 Y TCH EXT.. I I I EL--M i i Y BLUESTOHE N0 SETTING 80 I I 1 I I _ ALLOWANCE OWR 4"CONCRETE SLAB I i i I n WOOD STEPS ' ' OOWACTED CRUSHED STOE. d . ' 1 I r� WALL DPII I 1 1 ELe_2_1 I I COMPACT SOL N YAMIAIY 1•1675 1 ---- I -0 Y-o• --__— ___.__. _____—__ .___. _____—______. NEW DOYEN INTO EXISTING, 1 TW a WALL BOTHTHS SIDES: SSE DETAIL Clvckd by: SILO! TOP OF WALL EL=-I-i Damn by: . 24'-0• Y-6 T-0• 3-6" EL `E° Dellamorte Residence 1588 Main Street West Barnstabie, MA DOW-'FOOTING H.LOW FOLM FOUNDATION PLAN ATM PLAN��I//SGLF; 1•_O• AS NOTED 03036 - Raic+HMArr. D-I..&- S 10 0 ROUGH CARPENTRY KENi'DUCKHAM Architects Inc. 1. ALL ROUGH CARPENTRY WORK SMALL BE EXECUTED IN CONFORMANCE KS >3`1V W1 N THE AMETION SAN INSTITUTE OF TIMBER CONSTRUCTION'TIMBER � £ f CONSTRUCTION STANDARDS•-AITC 100. fi 2. WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS.JOISTS.RAFTERS, HEADERS.STRINGERS PLATES,AND SILLS SHALL BE SPRUCE PINE FIR p2 1 374 Congress SVCCL Suitc 604 OR BETTER,WITH A MINIMUM FO-875 PSI(SINGLE USE)AND FD1000 PSI ilurun,MA 0.2`110 - (REPETITIVE USE).AND E SHALL BE 1.400.000 PSI OR BETTER. - - 3. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR Telephone Telephnelepho HEM-FIR,GRADED'STUD-GRADE.(I OR BETTER. 617-422-09.52617.422-0962 4. LVL BEAMS,AS NOTED ON PLANS,SHALL HAVE A MINIMUM FL-2800 PSI,E-2,000,000 PSI.AND Fv-285 PSI.LVL BEAMS SHALL BE OuelTille NIA 'VERSA ��-LAM' 11BY SSBOISE CASCADE.NO SUBSTITUTIONS WILL BE Telephone i0lt-•L20-6'L�J6 SUBAI}15�E@O�}RACiOR• ENGINEER SPECIFICALLY APPROVES PRODUCT . 5. WOOD-I BEAMS SHALL BE'SO'BY BOISE CASCADE. NO 10. FOR WOOD JOIST SPANS UP TO 14.FEET,PROVIDE A SINGLE ROW OF FULL _AenuluckI—xom SUBSTITUTIONS WILL BE ACCEPTED.UNLESS THE ENGINEER SPECIFICALLY DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 FT., C APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD �es;:< RECOMMENDATIONS FOR BEARING REINFORCING.CUTS, CANTILEVERS, POINTS OF THE SPAN. FASTENING,ETC.,SHALL BE STRICTLY ADHERED TO. II. GABLE—END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL, OR HIGH CEILINC SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE y'.C• ..'H t -, —_'� 8. PLYWOOD WALL SHEATHING,EDOF SHEATHING,OR WITH EXTERIOR SHALL THE UNDERSIDE OF THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BE APA GRADE.TRADEMARKED C-0 INTERIOR WITH EXTERIOR GLUE. BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED OTHERWISE ON THE �� �` `.•` ' SUBFLOORING SHALL BE 3/4"THICK TONGUE AND GROOVE,AND SHALL BE DRAWINGS. F r \ tfJ LIED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO NAILING. 12 MEMBERS WITHIN BUILT—UP BEAMS,WHETHER MADE OF SAWN OR ROOF SHEATHING SHALL BE METAL THICK AND SHALL A NGI TONGUE AND ENGINEERED LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. ,I 4 7 7777 I{ GROOVE OR ALIGNED WITH METAL H CLIPS BETWEEN RAFTERS.WALL • SHEATHING SHALL BE 1/2'THICK. 13. PROVIDE SIMPSON HI OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER 7. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY, BOTTOM AND IT'S BEARING POINT, AND WHEREVER WOOD 15 I B"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUSTRUCTION,. SHALL BE PRESSURE TREATED. 14 CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO SHALL MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.IN �Lj� -` B. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG—TIE CORP. THE GIRDERS,BEAMS.OR JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER - a •k 'GF>!I�`S� CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING THAN 1/5 THE MEMBER DEPTH NOR MORE THAN 2•IN DIAMETER,AND REQUIREMENTS. SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE - 9. UNLESS DETAILED OR SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN STUDS BENEATH ENDS OF 2x12,LVL.AND PARALLAM HEADERS AND BEAMS. UNLESS REINFORCED TO MEET STRESS CALCULATIONS. . PERMIT S E T W H ERE POSTS ARE CALLED OUT AS MULTIPLE 2:S,SUCH AS 2-2.6,3-2.6, 15. AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOLID;G2LIVERTICAL 4-24,ETC..ONE 2x SHALL BE POSITIONED AS A KING STUD AND THE %%U WOOD BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH ' BALANCE SHALL BE JACK STUDS. LOWER SUPPORT.MATCH UPPER POST SIZE. 4cr<n 15.2W4 ! L Issues 2-200 —� I i—_ _ N—bh ev N. Di*.. JOIST . FLUSH RIM — I ! � I t I STAIR OPENING I I I�—� ! L_J__ I / TO MATCH ENSTING 41 " �i3-2xto � BELOW _ I — jL I I ' I I S M BEM TO REST ON WOOD SILL �! I EXISTING P.T.2x10 II ! ! I I I FOUNDATION WALL `LEDCFJi r 1; i ! Revi5i0ns I,QW ____ ` — ! _ ?ti l i I Nu Da¢ Dswi i t STEEL BEAM `I, (�'�'-.I :I ." ! i s I210 tl s i' I I •18 OC _US,Pr k I JLI L------ F=_�----E=� -----1 ' Dellamorte Residence RIM 1588 Main Street ' ' —— ——————————————i i West Barnstable,MA 1 FIRST FLOOR FRAMING FIRST FLOOR FRAMING I II I 1— --———————————————- ! ———————--————————— .. • . P-i­S•m_S.i: S101T.Lt.w INEILL STAR OPENM 3:Kr DUCKHAM„ - M MATCH EASTM Architects Inc. I�T---T—I— om J L_ � •M I II �11 — T -—-¢�—-C_T� 1 ----------t, i r 1 1 I I 1 I I I J L]I I r r 1 I I I I I-_ _________ 374 Congress Sued SUi1c 604 T�f�I�T •"i II I I I I 1 I 1 I I 1 I I I 1 1 I I I I I I I 1 I r I I I I I 1 I I 1 I I I 1 I r I I I I I I I I 1 I 1 I I I I II I 1 1 I I 1 I I BuSrnn,MA 01111) ' 1 1 1 1 I I r ----'-----Lly I I I I I I I I 1 1 I I I I I I I 1 I II I I I I I I I I I 1 I I 1 I I 1 1 1 I 1 I 1 I I I I I 1 I J I 1 I I 1 I L - ________ 7"CIBpl10DC I I 1 1 I I 1 I 1 I I --t 617-422-0952 I I ` i i 1 i i I —i i r ulrile �,AJ57S01 . Faes G ( i i i i i i i i i i i1- - fil7-4`1`11W6`l -------_____ ' SOLE PLATE Uslen'ille,\1A I 1 I I I I I I 1 I I i 1 i i i I i I i ___ Tekphnne .iON-4'1Ofi296 --.kcnulurkh.rnx—t 1 I 1 I I I 1 I I I I "lll .• �' "' >?sr..: n l I I I I I I I I I I 1 �......-. .•-�-. ..�'+� �.. 5,��% I 1 I I 1 I I I I I I I i I I 1 111 1 ) I 1 I I 1 1 I I I I 1 ' I I 1 I I I I I I I I 1 I I 1 r'! IJ 4— -1I I I I I I 1 1 I I F-- 7�• 'C� :1 �..�• "t7ff -------- f/ � L c I 1 1 I 1 I I I 1 I I 1 I I J I l___- :: ••�� iJ , 1 ...,i7 R.�. 777 r e•AJS2501sbC I I �+I I I ,.. Li I I i I 11 I I yy III I I I 1 I I i , i , I, '•�• 1 i i l i i i 7 11 i i i i i i i i i OVE13RWE I I I I 1 I I I I {I 1 1 I i 1 I I 1 I I �.:: f::f �1 •/-,C, I i H_____________ >iq.y[.r/••._ 1 1 J-1 I 1 1 I 1 y I ------------I I P E A M I T S E T L JI—L 1 1 I I I i I �- �I I I I I I I 1 I I I 1 I I III L� II I 1 1 I 1 1 I 1 I I I ! I III II 1 I I I 1 I I 1 1 I 1 1 I III ' I I 1 I 1 I 1 I 1 i I i i 1 III I 1 I I I I 1 I F-- -i--r--r-i--rExls�neci--r--r--1--r--I-Fh �\ 1 i 1 I i i rC[ i i i ilSECOND FLOOR FRAMING - Issues SCALE- 1/4, — 1'-0, N-b. Dn D—iP6 n — I I 1 I I I 1 1 1 I I I 1 I III I i t I I I I I I I I i i i i I II 1 I I 1 I I I I I 1 �11—J I 1 1 I I I 1 ; iI I L 1 i I I 1 ttL i—i-�—L---LJ- 1J—L:,: -------------------------------- - ---- Revisions ------ -t-- ------ ---- - ----- .-co D. , I I , `I ---------I------ --------------- , � I I i ' i •' � -` I t ,, I I I I -----------------------I� I cb.'ndby it —_ 1— - I II _ _________ _ 4_ I` I Ulewa by: - - i - - --- -_.n-- -- - -- - - - - - - � Dellamorte Residence - -- ----- -- ------- - s I -- - - - - h -! 1588 Main Street LJ ---� i West Barnstabl e,MA ------- ---- ------------------------ ----------------------- I I,. ----------- l- SECOND FLOOR FRAMING 2-2.10 K ROOF FRAMING ------ 1 t ❑ —---—• i .. Dnuing S'.vp' 2 ROOF FRAMING ' SCALE. 1/4� 1 —O� Pmjax Sumer. OsosM - - -- -- s.ls.a 3.13.NN S102 I I - 1.1/16 VERS4RIMBR CONT.RIM h6 STUD WALL . 2.6 snlD WALL BOARD KENT DUCKHAi1•i 1.1/16,VFRS4T616R COW.RIM 3/1'T*G PLYWOOD SUBFLOOR; CLUED TAND EWER 00R: _� F66T BOOR " gpyD FGLUED AND SCIIEWED E70ST.STUD WALL ROLKRI FIRST FLOOR 1.6 STUD WALL ;� A r c h i t e c I.s I n e_ ELEV._ FOLLOW NNFR.SPECS FOR TYP. LOWER:WM"FLR AT FAMILY FIRM BLIG.,SOLID VERTICAL BLKG.AT EIILV.1.R0001 9-T FLOOR ALL FOLLOW�MNFR.SPECS. D VERTICAL FOR IMP. ROUd1 FIRST BOOR E� FLA AT FAMILY RY ALL POST LOCATIONS TOP OF TERRACE SUBFLOOR PLYWOOD s')' 'U'`A•? k EIEV. ALL P STUD VERTICAL BUfG.AT EIEV P-P - LOWER FIR AT FAMILY RM TOP OF TCRRACE — -- --- I/7 eD%PLYWOOD SHFAIFINO,ALCM 37a C,nnKress Street Suite(>t)b . ELIEW P-1 Fl1Y -0'-6 BOTTOM EDGE W/E%6T.- 1'MIN. --1I J0 ' 374 C,AEA 0`Stree 1/7 COX PLYWOOD SHEATHNG, —HBFAM JOIST OVERLAP.SIDING 70 MATCH EXIST. ' ALIGN 90TTTTOpM�AEEDGE W/E%6T.- ..... . OF .. 1 Y 11 ELEV.• ., DOUBLE PI 2.6 PLATES <: TEIfV CONCRETE DOABLE PT 2.6 PLATES AL P.T.2.10 SI 1 TcicPhon 617-a22-09J`2 1n WITH EPDM SILL SEALER l;�yi - A .•• 2.IS WIN SILL SEALER FacsulWIC 617 61 ALUMINUM FLASHING _oa VARIES SEE 0 I c 2•IS BARS TOP AND PRESSURE DiFATEO - - BOTTOM s::.:.�::;:::':."'ii:i I::';::;"> �. I _ _ - WALLFBEYOND N .I -lY2 09 2 11 BARS Omcn1lfc,MU\ "s^':'::;.::.. � ':.<�T;,' � • -I I III I I I_ I I WELL AS RED' TOP W BOTTOM 'Celephone 50&420-62 96 OAMFRLIOFW Id C 1 GALVANIZED ANCHOR :i:.•:..... �',`,J - _ RIGID WSUUIIIN ! BOLTS AT 1'-P O.C. .............. _ = I . ALUMINUM FLASHING PAVERS ON SETTING RED AND f ,I ,� AT WOOD FRAMING CONCRETE ON f COMPACTED CRAVE I I —I -I NEW WIWOOW,SEE SCHEDULE LL WITH ONE kciaducklwn com AND COMPACTED FILL IN 17 UftS - - - 1/7 A GALV.ANCHOR . MAXIMUM -SLOPE i BACK TO FROA BOLTS O 6--P o.c. s yr1'..` �' `w'�"'* ]"-✓' COMPRESSIBLE FILLER %I Y ,.'.1P-•: COMPRESSIBLE F0.LFR 'I - COMPRESSIBLE FILLER _..• E1611NG FOUNDATION 2,10 P.T.BLOCKING J [,t)!,3��.j'•_ ,': TOP Of g _ , J SLAB RIVER R EIEV.•B• �J ��J-'C�.•••L' DA6TLL D e .w - 1•PERFORATED a - ...� /7 ;.I11• - PVt FOUNDATION a _ —I 4 ' 1I AT IP ON Y.21' ---- I1�\- ; lil..:: '.� /:%-f•' CENTER EACH WAY FOOTWC BOTTOM Di fOOT01G 7--Or 1•CONCRETE SLAB W/6.6 17 CRUSHED STONE' 1•PERFORATED _ PVC FOUNDATION ••...��,. EIEV -11-11 IPOLY VAPOR BARRIERN WF ON 6 MIL RIGD WStAAiION I I I 11=I I ''.�'': DRAIN •,. •r..�. CONC.FOOTING WITH CONT.2%1 .. - BELVELD KEYWAY.CENTI)TED 6'COMPACTED CRUSHED GAMPPROOFING _ _ 7-P L_ STONE II- PERMIT SET. LEDGER AND FOUNDATION WALL QL,LPICALUNDATION WALLMUDSILL FOUNDATION WALL Q�BASEMENT WINDOW DETAILS 1AT PORCH1'-0- SCALE: 3/4- 1'-0- LSSUCS kr 0.¢ 0aui I-I/16'VER641EIM98 COW.RIM 2.6 SNO WALL BOARD 3/4'T.G PLYWOOD SUBFLOOR. RIX1Oi FtthT FLOOR CLUED AND SCREWED ELEV= - FOLLOW MNFR SPECS FOR TYP. TUMBLED CONCRETE PAVERS F; y ROWf fLA AT FAMILY flM BLKG. SOLID VERTIEAI.SLKG.AT ON S STONE DUST NDlE:10•ROUND IURNCRAFT •L ELEV- I ALL POST LOCATIONS ARCHITECTURAL COLUMN TO ROUGH FEW FLOOR COVER POST;SEE ELEVATIONS i I/Y C%PLYWOOD SHEATHING.ALIGN — ---IBUM JOIST ELEV=0- 1%SUPPORT COLUMN UP;SEE — T.7 COMPRESSIBLE F ER BOTTOM.SIDING W/TO MAST.- E MIN, I STRUCT.OWCS. OVERLA➢,SANG TO MATCH EXIST. I CONCRETE TOP OF CNU I V•. .. .,.,,•..,,,,.••••,,.•,• EIEV°F 7 }I 32.10 BEAM I SIMPSON P066 ANCHOR VAINfill I A I/7 DW ANCHOR B107GRADE VARIES � ' OF FOUNDATION I I I I ICI I I WALL BEYOND WELL AS REP o_ o c 6• b� •STAIRS BUILT UP WITH CMU BLOCKS ISO I I� 1 Revisions `ON SITE./'CONCRETE SLAB ON i • JI-I1`I`II -1 I_ NEW WINDOW.SEE SCHEDULE `• �`'• .a COMPACTED GRAVEL AND COMPACTED - T_ I I l i- -q.I= I bIEII• IL FILL IN r LIFTS MAXIMUM. i ITT ' I�T1 I —�- — SwcA: Duc Ocw;,am c�l-j I_IT'7 Bortou of 51AB r 1• - �-�I_I tiI JNO � J Jo _ EL_ YP BELOW CRANE - 11 I 2.10 P.T.BLOCKING 0 6 b I 1 fC I� $IlREEN AND c c-III CRUSHED STONE flICKFILL� I 1P DEEP.27'AIDE XO'DEAL CONC.SONOTUBE FOOTING WITH SIC i PERFORATED PVC REINFORCING PER r a ��q z FOUNDATION DRAW 11 EQ SPECIFICATIONS. Ell B�I IBiBi — FOOTING S'-P BELOW I;alsiB II- 4 ._ GRADE MINIMUM' L /1 AT 16 ON CENTER EACH WAY II I'-IT 17 CRUSHED STONE_ nX !—�E�I�I 1 I I 1�1 It IN Clvk�d by: RCO SOlATION I I- I_ IEd I I I IE °AMPPROORNG Ft -- Irm-1=I to J Drr+v by: FOUNDATION STEPS AT Dellamorte Residence 5 BASEMENT WINDOW DETAIL �j FRONT PORCH CONC. PIER DETAIL AT PORCH SCALE: J/4 1'-O- SCALE: 3/4- 1'-0- SCALE 3/4- 1•-0- 1588 Main Street West Barnstable,MA FOUNDATION DETAILS � .. HajGl\lynt<r, OT0)6 103• ),Is.D+ • KENT DUCKHAM Architects Inc. INDICATES EXISTING 374 Co CONSTRUCTION TO Congress Street $ulte fiO4 ' REMAIN;PROTECT Boston,CIA 02210 DURING 2 DURING CONSTRUCTION. A201 Telephone 617-4224)952 INDICATES NEW STUD Facsimile 6174224962 WALL CONSTRUCTION; MATCH STUD WIDTH AT OsleTviUe,NIA WALLS. Telephone 508-420-6296 wwW.kentrtuckhatn"rn 24'-0. +a ` 9'-0* 6'-0' B,-O, tt'-0• '-tif• flay- 3•-IW tt-B{' ©` e--, E.Q. h36' h9E� E.0. E.O. h9y' !-gf� E.G. R.O. R.O. 0.' R.O. R0. R.O. R.O. £ E 0. £ RELOCATE BOLER RUES. Q Q Q © l:.i': • n - 9RLT-N B,RLT_N 81 GRANITE HEARTH � 8 I EASINNG BQN ,!r MTL TIRE Box STUDY ® W CDa s PERMIT SET i ' EXISTING DH 1 I A202 2R�• DNNG ROOM ® '-1 1 ® Mwrtch lE.]Do1 r O IT Olt' 11 ® 1 I ------- A301 FAMILY ROOM 1 S � IN •1 •; 1T Olt; I , DECX © 2R OB• NEW RELOCATE BONER FLUE UMNOR WN -------- Apl Issues @ ' 1' ,' 10 HE Numb.LOCATION [� Ore 27 0 EASING S EASING .- ....-..._.... _...._.. SIDE WIRT )) PANTRY u ( Ll ® 3 I c - Q ® ® ® EAST.FIREPLACE Revisions 32-h 60' 32-4, 6'-64V I0� EO. !7-'b' EO. Decr'7fion R.. R.O. R.O. R0. R.O. a••• 24'-0' 3'-6' 1-0• 3'-6' EXISTNG GARAGE EASING DRIWWAY cb.tw by: t 2 ' A301 - AtOt _ Dmaq: PROPOSED FIRST FLOOR PLAN Dellamorte ResidenCE SCALE: 1/4' - 1'-O' ' 1588 Main street West Barnstable, MA PROPOSED FIRST FLOOR PLAN • D—iq Sole: N. 030!6 ��, A i m KENT DUCKHAIv1 INDICATES EXISTING TArchitects .Inc. CONSTRUCTION TO REAWN-PROTECT DURING CONSfRUCnOpL INDICATES NEW STUD 374 C.,r•r,,Sa— Spite rOt - WALL CONSTRUCTION; BO ton,MA 02210 -` NMTCN SPUD WIDTH AT E tsnNG WALLS. Tcicptlnne 617422.09.52 Facsimile 617.422.0962 Oucmille.MA TelepMinc 309-42"296 GENERAL CONSTRUCTION NOTES: —Awnt,lucl:ham.com 1. ALL SINGLE DOOR JAMBS It ARE TO BE 4• U/ESS OTHERWISE NOTED.All DOUBLE ODORS ,..r._ ARE TO BE CENTERED N CLOXT LMESS OTHERIS E NOTED *•` 2. All EXTERIOR WALLS ARE TO BE 216 WOOD FRAMING AND INTERIOR PARTRIONS ARE TO 214 FRAMIN,UNLESS OTIIAMSE NOTED, ~ 1 REFER FOR�OETOR fi519BdgSOdb� gQgb IDE 5-TIERS OF OOKK POLE 1ELN@E 91ELVNG, FOR ALL - Ita QDff1S PROVIDX 5-1ERS IT WOE TELAUIDE PoED SHELVNG AND BLocmG AS C:'• REOD: UNLESS OTHERWISE NOTED 4. ALL L ALI ROOK ELEVERITY IN FIELD AND HEIGHTS A PLANS SHALL Al1CIL PONY N FEED IE1LTnS AM FLODR/RODF SMMYL E UMBERS AND VMFY �' •> RIM ARO41ECf t, ••"• S PROVIDE AND NST&L MIM PTUMB C FOR FULL -- S •-_ S -------------L �_- S _ PE R M I T S E T Of AND TOLET BATH 2.-COORDINATE - S ' . NTH ARMTECT I �----- --- i lL ALL OLUS014S ARE ROOOH FRAMNG OYENSOMS. '-----------------' `----------------- - AIUtCq 1&mo4 NOT FINISH aMOlS10MS F 1 ❑D STORAGE 1 NUMBERED NOTES: -"- I ' NOTE 1:APPLY SMOOTH PLASTER AT CEENG D � 1 1 1 1 I I ETERf]g ROOM LAUNDRY ROOM T I Issud B \ O i i Q 0 OH 1 Al---I ® IRE%GVAIED LINE OF DECK ABOA I 1 I 1 _ I ' ' I 1 LOP OF'AAB i H FL= 70- ETLop of qAB ,y ElO51WG 4A8 FAULT ROOM IT I LIP 1 i I I 2.4 STUD A202 ; WALL-HOLD)F OFF 1 I I' I Alm I UP I 1 I Y O 1 '__ __ __ ' Revisions ___________________________L l_______________________ _ _ .. .. - -.. r--- N—tw D- I --;I I Danlom . ' 1 >----------------� Cb lal by: N L 0.-by: A301 PROPOSED BASEMENT FLOOR PLAN Dellamorte Residence `J v.- - r—O- 1588 Main Street West Bornstoble, MA - A2o1 ��opi.® • m _ �- PROPOSED BASEMENT FLOOR PLAN J u s D.vmp Salc . N j-N-b¢ OM6 IN s KFVT DUCKHAM Architects Inc. INDICATES EXISTING 374 Congress SD'cct SUitc 604 CONSTRUCTION TO REMAIN;PROTECT Rli.fnn,NIA 02210 DURING CONSTRUCTION. T.Iephonc 617-422-M>2 >:'•". :'M'»:'k INDICATES NEW ME) 1'•xevlliile G17.122-0962 WALL CONSTRUCTION; - MATCH STUD WIDTH AT gsten'ille,CIA EXISTING WALLS. . Telephone 30&•t20-6'L* .. � war'.kenNluckh;ui,.com • � F �� -w.�f�'kyRQ'rk1''�,agll�3'"": x _13 a a'-dam zs15• 7'-G zu16' 6'-d�' t-zM' � 32-16 32.K A-zK B•-T'x• R.O. I R.O. - I R.O. R.O. NEW BOILER 1, PERMIT SET O � I R I RUE LOG110N .. ................... O ........................... y ...•"'`� "`--"`-^°" � .. .>s� .mow_. "a R I _J -� Vvrc. rs.zooa '�� I OSIER CLOSET t l, ' •-...... I I I` ��// <u a i I I ASTE B4THROOEI i VESIOULE a BEDROOM 2 , � I I �.-e I 4 I ,:' s e t , \ U = r/RP 1 3 VASHER DRYER I �� S �0' ial LSSIleS �) I E LWEN E j7BUILTIN i I,$t I I I. ILA. I JO _—_i N-bn Thee Oef<nolion Ij. I9 OWN WINORT ROOM Q I 3 I 2 }yy�L• \ 7 A701 J I i�/f 21 � - - 33 20'-SY Is 1 u ISTAIRV ,^ c _- -__-_ bo O MASTER M 11 11 'a,'I 50" DEN i ON I MOD 1 .,>. , `> ROPE 01 CD Revisions r i Numbs D. Ocwi7con LEDGE IL___________________ I x'-d I B'-BK J(fJt' I 3616• 1 8'-B'6' I r.86•: <x- I r.� Js' x'.� xx-$•. , ,I R.O. �I2+LU Y-U: s•-ds• I 9•-s5' r-U xr-,DIN.' I i 11 EXIST. r EXIST. t.Ls:ad by: . I x Dre>m by 1 I i A701 A1o1 f y Dellamorte Residence I L ------ ' 1588 Main Street� West Barnstable,MA a 1` PCALEROPOSED SECOND FLOOR PLAN t'_O. PROPOSED SECOND R-OOR PLAN ,. � Pmial Nembtt: . - OTD16 31504 A102 Is.a I I• KF.NT DLICKHAV( Architects Inc. r € T4 INDICATES EXISTING 374 Congress SUCCL Suite 604. CONSTRUCTION TO ' REMAIN:PROTECT M,sf—,MA 02210 DURING CONSTRUCTION. 'Celephone 617-422-0952 .< INDICATES NEW STUD Familde 617 4224Y962 WALL CONSTRUCTION: MATCH STUD WIDTH AT U.clerville,i\IA EXISTING WALLS. - Telcphone ,iOR-4`1045L9fi w.re'.koudurkhanl.com �. um ' Afjp �------------------- - A220 -)---------------- T FSLOPE— II ii I11 A210 1 • YPE RMIT, .S..../E .�T 15.2001 SLOPE SLOPE SLR ISSIeS ubff Du Daaip6m O SLR SLOPE SLOPE <%OPE I I I ------------------------------------------------- 1 r------------------------------------ Revisions uwbv D- D.—p.. � I I 1 ; uo2 I : N� — I I LtRwbr: =------------------------------------ D...by: PROPOSED ROOF PLAN Dellamorte Residence • Ti+• — t'—o' 1588 Main Street West Bamstable,MA PROPOSED ROOF PUN _ D>r<11-1 A103 e KENT DUCKHAIVi i Architects Inc. z A301 - - 374 Congress Steel Suite 604 ' Boston,MA 02210 , 1.15 RAKE WITH BROSCO /6009 CROWN Telephone 617.4224)9.52 Facsimile 617422-0962 Osterville,MA Telephone ifl&420-6296 ww .kentduckhatnxom J�AT11C FLOOR ROUGH .......... ..... .................... ROUGH HFAD _ _ _ _ —._._._--._._. ALIGN WITH EXIST.(V.IFJ _'J•,;,e''•b'•i.. . O g f:= sEcnno noon RouGH •i� � v,..^�S. 1 ���' J.ROUCN HEAD _ _ _ _ _ At AUGN WITH EXIST.(V.IF.) .: `• PERMIT $ET . • I Ho•c�IS 20 h FIRST FLOOR ROUGH! _ _ _ _ _ I. C' PROPOSED\ FRONT ELEVATION Issues SCALE: 1/4' _ 1'—O" ba D. D: t A701 12 ON=/HW$1-6 . tpD j 12 ReNisions 70D N=ba Dae D-,p,- EL. BOOR ROUGH _ _ _ _ - _ _ _ _ _ _ _.-._._.- _ _._._.-._._.- _. _ _ _EL. O•) - - '-'�-' ._-_-_ _ _ n1nC FLOOR RCUGHA h.ROUGH HEAD I .-.-.- -._.-.-.- ---------------- EE =+(16'•10•) ft.�4(1567/Y) -._.-.-._._._--. _ _ _ 'i.. ..' - _ � : -. .-._._._._ -.-._ _._.-._._.-. ROUGH Kz _ iCP OF WALL I ❑II❑ 1 ❑ L_J I o o h SECOHO FLOOR MUCH _ _ _ _ _ _ _ EL=.(6'-6) ChmW by: RCUGH NERD _ _ _ _ _ _ EL=+(6'10t/Y) ._._._ a ❑ ❑ ❑ .: : . _ROUGH READA n ❑I ❑I ❑ EL. .(6'IPt/2.) Dmnby: LJ Dellamorte Residence RRSt 150 Main Stret F wCS Bnt3biC,ROUGH MA (0 FIRST FLOOR1 _ _ _ _ _ OUGH II II I'I FIT Ii l�ll ill IIII III t i.l _ _ _ EL (0''O•) FA41LY ROOOY - — —' 1 I EL.='(I'-0') EXTERIOR ELEVATIONS 3 � - �1 hFpP OF LOWERED ' TOP OF LOWERED SLAB - D-in6 Sale: r� PROPOSED LEFT ELEVATION L SCALE: 1/4' 1'-0" . - Roj.ai Number. e 03036 A201 f' z KENT DUCKHAIM AaoT Architects Inc. a I$TOP OF ' `r EL. f(z]'RIDGE —'—'—'— —'—'—'—'—'—'—'—'—'— 374 Congress Street Suite 604 Boston,MA 02210 Telephone 617-W4)952 Facsimile t 2 T P il 617-p22.0962 " Q,o Qto Osterville,MA ® Telephone 508-62"296 A ROUGH HEAD — — — — EL. f ® —.—.—.—. .—•—'—•— —'- www.kentAud;hainrnm ALIGN'MTH EXIST.(W.F.) { .. '', �►TO?OF WALL .—.—.—.— — — — .— — — — .— — —. I — —.—.—.—.—.—.—.—.—.—.—.—.—.— �: .. �f - I(.rw,�o SD FLOOR ROUGH / A, ECONROUGH ROUGH HEAD _ _ _ ALIGN WITH EXIST.(V.I.F.) F tc JJLLW nRST (O.FLOOR ROUGH ' I 1' P E R M I T $E T �= O") —__ � {{IR—} 1� 1 III II, ,1'I II :I�"I!li8 11 AT RNJ l.J Ma,c�IS 7fI10•� T A � 1 � , 1 I W. 1 1 1 ovOFEnsnncSLAB —'—'—'— —'— —'—'—'—'—'—' —-— — —-— —-— —'— —'—'—'—'—'—'— —'—'—'—'—'—'—'- i J:TOP OE LOWERED SLAB Issues ' Issues________ Numbs bre Dmak,6.C-)_ . PROPOSED REAR ELEVATION SCALE: '-O. I AU01 Revisions - Number Dam D—F.- 12 ID J —.— —.—.—.—.—.—.—.—.—.— TY —'—'—'—'—'—'—'—'—'—'—'— —'— —'— — —.—. -:.:�.:— —.—. .—.—.—.—.—.—..—'—'— — —'—'—'. —'— —' ATncnooRaoucH —.: — —'—' EL D M 0 0 ,., , . Cbeeked by , ...._ _ .. : : ... - ... .. _ FLOOR ROUGHS D.-by SECOND FL_ EL — RGUCH OPE NIIIG ,' — — — — -' —'—' — —'—'—'—'—'—'—'—'—'—'—' —' EL=(5:,OT 2) Dellamorte Residence a a : .p-_ ! I —�. 1588 Main street .r West Barnstable, le MA P11 : , yl — —'— "RS<HOOK ROt>GH,. — — — — — — H II I! I!IWI' (o'-o J EXTERIOR ELEVATIONS — e .— — — — — --- — —'—'—'—'—'—'—'—'—'--- -------------------- --- —'----- —.—.— _ —.—.— — _. .—.— —.—.1 '----- -----------.—.— — — — — —.—'--- — TCP Ci iLYR ii Uaavlg x.ie: .____________________--- L. / —___—__— I _----_ — QPEROPOS2,:,?D RIGHT ELEVATION M3C SCALE: T T"-0' b A202 s.I3.04 s.a •KENT DUCKHAiVI Architects Inc. I7 I 374 Congress Street Suite 604 ' IZusanl,NIA W210 Telephone 617-422-09.52 kacsimilc 617.422-0962 ROUCN HEAD _ _ _ _ _ _ _ _ _ _ _ _ _ EL-iIS•-f •. ._._._._._._._._._._.. .—._._._._._._.—._._._._._._ Uslef\'I I1C,�Il\ N WI1H E%67. .Lf. Telephone 308-420-(i'L96 MASTER BEDROOM www.kentrlurkl,.Y m b MASTER BATHROOM SECOND FLOOR ROACH ROUGN NFAp .................... _ _ _ _ ALIGN MIN EXIST.(Y.I.F.) I i �' �� •i C - i O oft BEY ROOK I FAA4T l STAR HAL! 3 BEYOND I BEYOND I .S• 1 I li I I SI03 .Ilyr1'f�j FIRST FLOOR ROUGH I ,—.—.—•—•—•—•— — I Ii ' I— — 1 _ -- I _ ._.—._._._._._.—._._._ I._._._._._._._._._.` PERNI T SE LOWERED ROIILH FIR AT i�LY RY I � _ .� I ._._._ I a h I$TOP OF E%ISTING SUB I$TOP OF LOWERED SLAB 4 OEL..(10•-r) I 1' t I issues �wMn Oaz Daeripuon 1 CROSS SECTION - ---.----._ 0. J�TOP OF RIDGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- I ll I J.�. DEL. O+( 6)COLLM TIE ._._._._._._._._. _._•_._._.—•—•— —•—•—•— —•—'— — J!. L�I.�! �,J.J.�I.�.J',.J.J.Ji.-j �. . �'.JI. 'i I — i _ I I Revisions _ _ _ _ _ _ _ _ _ _ _ _ _ h ARIC FLOOR RWGH ! DEL r(15-IQ) ._._._i_._-—._._ .—._._._._._._._._ ---- ___ ,( _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ 1 _ _ _ ----. ALIGN WITH EXIST.(YJ.F,) _._._._._ TOP OF WAlI .—• .—.— WASTER BEDROOM BEDROOM(1 LAUNDRY ROOM DEN CLOSEI BEDROOM/I EL-+(I t•-8 SD') h SECOND BOOR ROUGH EE =P (FLOG ._._._._._._._._._._._._._._._._. /�ROUGH HEAD ,� 0EL ♦(61Vj ._.—._._._._._.—._._._._._._._._. _ _._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- —_ - ALIGN MTN EXIST.(Y.I.F4 i ._ _ _ _._ Cbn�by: II ! Dnwo by: FAMILY ROOM DINING ROOM KITCHEN LIVING ROOM SI0.3 SIB3 Dellamorte Residence 5103 SIO] ERsr(ooR)RoeGN j��� _ — i- -- - ----- 1�5>38 Main Street _ Y , I. _ ,, � r r West Barnstable,P�tA rc 1LLOWERED ROUCN FLR AT FAMILY RW ___ - - ' t t I i - l I ;. i - I EXERCISE ROOK MECHANICAL ROOM III FAMILY RooW t t. BUILDING SECTIONS t 1 I I Fn. - F { - I " I . TOP OF EXISTING SLAB I ASUREO'0:SEE 5100NI� - h TOP OF LOWERED SUB V EL.--IU-T) - .::. 771 •---•W- —„'—^'- .- .- - ............... ............ .... ... .. ... ..................... ......... - w.-.w 2 LONGITUDINAL SECTION 03036 SCALE: 1 4• 1•-0- - - 301 we Is4rzd ASSESSORS MAP 197 PARCEL 21 ZONING DISTRICT: RF YARD SETBACKS: FRONT = 30' Focus SIDE = 15' REAR 15, R��s 3 FLOOD "ZONE: C ELEVATIONS APPROX. NGVD PARKER Ro SEPTIC SYSTEM AS PER DEP INSPECTION REPORT PERFORMED 1998 a >>6, LOCATION MAP NTS 00, LOT AREA 50,700f SO. FT. O PROP, GENE ATTACHED EXIST. LEACH FIELD S �O. JAN 2 9 2004 -Ep1idN OF BARNgTA9�- \ SERVATION ^; #�1STORIC PRE w; I XIST. GARAG Qpq� (k1 < PROP —EXIST. 1000 DECK < TANKSEPTIC Sl l PROP,' ADD'N. OF 1588 ROUTE 6A / EXIST. IN THE TOWN OF: , / �� (WEST) BARNSTABLE / DWELL -- - gp PREPARED FOR: JAM ES D E LLAM 0 RTE 30 0 30 60 90 o / SCALE: 1 ,, = 30' DATE: JANUARY 26, 2004 off 508-362-4541 / fox 508 362-9 80 r OF� ARNE o down cape engineering, inc, H, OJALA N CIVIL ENGINEERS No, 2 348,, LAND SURVEYORS 03 387 939 vain st yarmouth, ma 02675 Zaa ARNE H. OJALA P.E. P.L.S. DATE