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HomeMy WebLinkAbout0097 VANDUZER ROAD RT , Vli:wcuz-� r� m Town of Barnstable BuRding Post his Card So�That it is Visible From�theStreet ApprovedPlans Must be Retained:on Job`and this Card Must be;Kept 6'S& Posted.Until�Finallnspect�on Has Been%Macie ,` jr ¢� 3 ' ra Where a Cert�ficate�of Occupancy isRequired,such Bu�ldmg shall Not be Occupied until a Final Inspects hates been,made Kermit _. .._ _ Permit No. B-20-1S36 Applicant Name: STURGIS ST. PETER Approvals Date Issued: 07/21/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/21/2021 Foundation: Location: 97 VANDUZER ROAD,BARNSTABLE Map/Lot: 352-060 Zoning District: RF-1 Sheathing: Owner on Record: KOOPMAN, PARKER M Contractor Name: STURGIS ST. PETER Framing: 1 Address: PO BOX 13 Contractor:License: 1Q0390 2 CUMMAQUID,MA 02637 Est. Project Cost: $55,000.00 Chimney: Description: construct 2 dormers,small deck,stair over garage Permit Fee: $330.50 Insulation: Project Review Req: �,' �' � ee,Paid: $330.50 � „ Date 7/21/2020 Final: Plumbing/Gas r >g Rough Plumbing ' Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within, months after issuance. All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall bye in compliance with the local zoning by.laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signres by hie Building and Fire Officials are prodded om`thipermit. Minimum of Five Call Inspections Required for All Construction Work f, Service: 1.Foundation or Footing 2.Sheathing Inspection i M F Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT=ISSUED RECIPIENT OPINE tp� �"�6 I S' Application Number................. ABM + MASSS. + Permit Fee..... .©..`. ®...Zoning District........................ 1639. 1� RFD MA'S A TotalFee Paid ............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.................................On........................... BUILDING PERMIT ��� Map.................. Parcel.......... . ....................... APPLICATION r Section 1 — Owner's Information and Project Location Project Address ;,��� n `" - P-C4-Vtzv\o kzkY-Village Owners Name Owners Legal Address <)-NHC city State Zip M Owners Cell E-mail P e4 V_(/)_0 P H Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑, Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ^J Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool ❑ Foundation Only Other—Specify Section 4 - Work Description r_ S '�1- c� e z� BUILDI JUN r, Last updated: 1/31/2020 Application Number..................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure I Dig Safe Number # Of Bedrooms Existing_ �j Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Section 6— Project Specifics g4iring ❑ Oil Tank Storage 2-Ismoke Detectors [`Plumbing ❑ Gas ❑ Fire Suppression E91Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District 2-10-id Kings Highway Debris Disposal Facility: I am using a crane C Yes Q-No Section 7— Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No U go Sect' n 8 —Zonin Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 1/31/2020 rr-T 1 L� L El . ML To wr Nam '—Iz`f¢.cc+o�l�ztf y i a ' JArJ li�L A_ 1. ,moo ErnP.\ - t=� f-c'I m H ------ ac.sk.•�F x — - � N — g ....... _ ; I 4t5Ay Se a,T trEr+st"�� .. Iz"iwm�^RT ._..-..— _.. F 6 vz- ---7EF J� IONII i - To 26'0• II Lr L ` C dna u�w.— Application Number........................................... Section 9 - Construction Supervisor Name 't J eaCgj l's ?A-C�' Telephone Number -50:9--'7-7 Address City 6g State Zip 07. License Number O License Type Expiration Date Contractors Email ��(�>; �' ���L t75@ c Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts Sta uildi I understand the construction inspection procedures,specific inspections and documentation require 0 C d the own of Barnstable.Attach a copy of your license. Signature Date a(o f 0 Z O Section 10-Home Improvement Contractor Name ,1 S Sj�k4-�6� Telephone Number Address City kP -?l State HA Zip Q Registration Number In C) �j`� Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Building derstand the construction inspection procedures,specific inspections and documentation requir CM e To of Barnstable.Attach a copy of your H.I.C... Signature Date D J,:� 2-0 Section 11 — Home Owners License Exemption Home Owners Name: p� Telephone Number 506- �&7~ Ic` Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation r qui d y 780 CMR and the Town of Barnstable. 1 Signature t a^^- Date 0 %PP "NT SIGNATU�1E Signature - Date D GCS Print Name Telephone Number 5oS -7 76 —ZL T6 E-mail permit to: a-(_V, Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I, e. ! A C� , as Owner of the subject property hereby authorize M�Ejv�: ST• V4A e;�— to act on my behalf, in all matters relative to work authorized by this building permit application for: V P�1 Q-A• C 6'ZC, (Address of job) / ature of Owner date Print Name Last updated: 1/31/2020 Town of Barnstable Building e__�__s . .w. �� z-- Post Thrs Car . n l fined on Job and this Card.Must be Kept Ava t Approved Plans Must be Retained .a ` « wu, d So T spectlon'Has III' Madetree Permit° Where a Certificate � Posted Until,Final In of Occupancy is Required,such,Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1536 Applicant Name: STURGIS ST. PETER Approvals Date Issued: 07/21/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/21/2021 Foundation: Location: 97 VANDUZER ROAD, BARNSTABLE Map/Lot: 352-060 Zoning District: RF-1 Sheathing: Owner on Record: KOOPMAN,PARKER M Contractor Name: STURGIS ST. PETER Framing: 1 Address: PO BOX 13 Contractor License: 100390 2 CUMMAQUID,MA 02637 Est. Project Cost: $55,000.00 Chimney: Description: construct 2 dormers,small deck,stair over garage ' Permit fee: $330.50 Insulation: Project Review Req: Fee Paid: $330.50 Date: 7/21/2020 Final: 1 . f� Plumbing/Gas Rough Plumbing: `,Building Official � Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within`six months after`issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. t Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials'are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection _ _ _r _ - Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame•Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installaburis. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). �2� Building plans are to be available on site Fire Department �C All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building 'P This Card So That it�s Yisibfe;From„therStreet Appr ved°Plans,Must be Retained on Job and his Card Must be Kept �UUhee'a�Certificate:of Occu anc is.Re aired<such Bu�ld;m �shaL.�N t_be Occu ed-:unt�i a Final Ins ect�on�has bee::made• � 4 Permit Permit No. B-16-2617 Applicant Name: Joseph Wyld-Chirico Approvals Date lssued: 10/27/2016 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 04/27/2017 Foundation: Location: 97 VANDUZER ROAD,BARNSTABLE Map/Lot: 352-060 Zoning District: RF-1 Sheathing: Owner on Record: KOOPMAN,PARKER M k am Contractor Ne: JOSEPH M WYLDCHIRICO Framing: 1 5 � Address: P O BOX 13 ContractorUcense CS-093115 2 CUMMAQUID, MA 02637 ' ',!V,Es Cost: $25,000.00 Chimney: Description: Installing 25 PV solar panels on roof,6.62kw Permit Fee: $177.50 E Insulation: Project Review Req: Installing 25 PV solar panels on roof,6 62kw g Fee Paid`: $177.50 Date • 10/27/2016 Final: Plumbing/Gas Rough Plumbing: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. Rough Gas: All work authorized by this permit shall conform to the approved application a' Ahe.approved construction documents,for'which this permit has been granted. All construction,alterations and changes of use of any building and stru, res shall be in compliance with the local zoning by lqw! and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street 6, road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby the Build nga d fire Officials are°provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing r a Rough 2.Sheathing Inspection " 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: r "Per;,pns contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT town of Barnstable 1 vat.... . 4 L MASS 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-2617 Date Recieved: 9/8/2016 Job Location: 97 VANDUZER ROAD,BARNSTABLE Permit For: Building-Solar Panel-Residential Contractor's Name: JOSEPH M WYLDCHIRICO State Lic. No: CS-093115 Address: Seekonk, MA 02771 Applicant Phone: (401) 574-6684 (Home)Owner's Name: KOOPMAN,PARKER M Phone: (508)667-1070 (Home)Owner's Address: P O BOX 13, CUMMAQUID,MA 02637 Work Description: Installing 25 PV solar panels on roof,6.62kw Total Value Of Work To Be Performed: $25,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Joseph Wyld-Chirico 9/8/2016 (401)574-6684 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $25,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $177.50 9/19/2016 $177.50 30089 Check .............._........ ... ........ ...... __>_..............................._... ._..._....................: Total Permit Fee Paid: $177.50 �� i *. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel • ®(D Permit# �O W Health Division Date Issued _ Conservation Division Aj� f Df- 6 Y Fee Tax Collector Treasurer Planning Dept. Checked in Date Definitive Plan A pr tanning Board ApproV d By�� Historic-OKH U •�►'� Preservation/Hyannis Project Street Address q7 k1AA1061 Z E/Z Village s��l>� Owner ki�,-o,2141 vl Address Telephone Permit Request _1C__ ( hGVATio�, i ,vsrv�c i3��,0 Z,� ov r� (o/�/'AG1-P. S u de C 14, Square feet: 1st floor: existing ! 3 proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0-11, Two Family ❑ Multi-Family(#units) � Age of Existing Structure S� d's Historic House: ❑Yes Zl o On Old King rs Highway: / 'Yes 4W No Basement Type: Mull ❑Crawl ❑Walkout ❑Others Basement Finished Area(sq.ft,) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new l 3, Half: existing ? newer. .r Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room ount Heat Type and Fuel: 'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New —8— Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑3existing ❑new size Pool:❑existing ❑new size Barn: ❑existing El new size Attached garage:6i existing ❑new sized Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use '.�l�4 4011 0tW,0 li4 Proposed Use S4M-e BUILDER INFORMATION Name 4 &4 f(,6 151 o r Telephone Number ®�7 7//%elf Address If 671 License# Home Improvement Contractor# C.066.53 Worker's Compensation# //y6 y� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE c' FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING d DATE CLOSED OUT ASSOCIATION PLAN NO. �FTME Town of Barnstable Regulatory Services Thomas F.Geiler,Director �'OrFOMA'I�,� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder k-� ,as Owner of the subject property hereby authorize (--,'LAw1.es to act on my behalf, in all matters relative to work authorized by this building permit application for: ZZ (Address of Job) ignature of Owner Date Nick--e/ Print Name Q:FORMS:OWNERPERMISSION BOISE- Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302 BC CALCO 9.2 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, April 13, 2006 08:54 Build 141 File Name: C Paltsios_Koopman.BCC Job Name: Koopman Description: VERSION#2 Address: 97 VanDuver Road Specifier: City, State,Zip: Cummaquid, MA Designer: Joe Madera Customer: Chuck Paltsios Company: Shepley Wood Products Code reports: ESR-1040 Misc: 16 x � n 24-00-00 BO,3-1/2" B1,3-1/2" LL 2640 Ibs LL 2640 Ibs DL 943 Ibs DL 943 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf 10 psf 05-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 20688 ft-Ibs 36.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3098 Ibs 19.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U491 (0.576") 48.9% 1 1 output as evidence of suitability for Live Load Defl. L/666 (0.424") 54.1% 1 1 particular application.Output here based Max Defl. 0.576" 57.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3584 Ibs 40.3% 39.0% Spruce-Pine-Fir or ask questions, please call B1 Post 3-1/2"x 3-1/2" 3584 Ibs 40.3% 39.0% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC FRAMER®,AJSTA°, Cautions ALLJOISTO, BC RIM BOARD- BCI@, BOISE GLULAMT"^ SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDTM,VERSA-STUD@ are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram y►{b -d a c % {+ e i a minimum=2" c=6" b minimum=3" d = 12" e minimum=3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 May 16 06 08:02a MAP INSULATION 508-888-9609 P.1 MECcheck Compliance Report Permit Number Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE: CHUCK PALTSIOS CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 05116i06 DATE OF PLANS: 51606 PROJECT INFORMATION: 97 VANDUZER RD COMPANY INFORMATION: 141AP INS.CO. COMPLIAANCE:Passes Maximum UA=243 Your Home=216 11.l%Better Than Code Gross Glazino Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Fiat Ceiling or Scissor Truss 670 30.0 0.0 23 Wall l:Wood Frame, 16"O.C. 1505 19.0 0.0 Window l:Wood Frame,Double Pane �7 263 0.330 87 Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 670 19.0 0.0 31 Furnace 1: Forced Hot Air,80 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 MECcheck Version 3.2 Release 1 a. 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 equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CNIR 1310 and J4.4. B uil der;Designer Date ':yi �ylo FRS May 16 06 08:02a MAP INSULATION 508-888-9609 p.2 MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Sofrivare Version 3.2 Release la DATE:05i 16i06 TITLE:CHUCK PALTSIOS Bldg. i Dept. Use J I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] J 1. Window 1: Wood Frame,Double Pane, U-factor: 0.330 For windows%;rithout labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ j No Comments: Floors: [ ] J 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 catizty insulation J Conunents: J Heating and Cooling Equipment: ( ] 1. Furnace 1:Forced Hot Air, 80 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: j 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. J 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfni(0.944 Lis) 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-ui-winter side of all non-vented framed ceilings,walls,and floors. i Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ j Manufacturer manuals for all installed heating and cooling equipment and service water heating J equipment must be pro-vided. ` [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on J the building plans or specifications. May 16 06 08:02a MAP INSULATION 508-888-9609 p.3 Duct Insulation: [ ] J Ducts shall be insulated per Table J4.4,7.1. J J Duct Construction: [ ] J All accessible joints,seam;; and connections of supply and return ductwork located outside J conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed J using mastic and fibrous backing tape installed according to the manufacturer's installation J instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] J The HVAC system must provide a means for balancing air and water systems. J J Temperature Controls: [ ] J Thermostats are required for each separate HVAC systenL A manual or automatic means to partially restrict or shut off the heating andior cooling input to each zone or floor shall be provided, J Heating and Cooling Equipment Sizing: [ ] J Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections i 80CNIR 1310 and J4.4. J Circulating Hot Water Systems: [ ] J Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ( ] All heated swimming pools must have an on/off heater svpitch and require a cover unless over 20% J of the heating energy is from non-depletable sources. Pool pumps require a time clock. J J Heating and Cooling Piping Insulation: [ ] J HVAC piping conveying fluids above 120 OF or chilled fluids below 55 °F must be insulated to the J levels in Table 2. May 16 06 08:02a MAP INSULATION 508-888-9609 p 4 Table 1: 41inin:unr Insulation ThicknessforCirculatingllot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature f F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-1100 0.5 0.5 0.5 1.0 Table 2: Alinirnunt Insulation Thickness for H VAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Types Ranee F 2"Runouts 1" and Less L25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) LOCATION r,lip. SCALIE , ,.. DATE!;�uc.� N G Lois 20 PLAN nEFEnENCE ,��r........ ... .... ...... 36 7f -S k�N oN �o'v�T' •73s,3 'p - 7359� . . . . . , • . . . . . . . . . . . . . . . . . . Lor '179 0 A �/ j I Lot- N Lo r!79 4&r "77 o� / \LoT aj'L V / M i / S No. Ulm Arl i PLIk'�ECEirC H. `CoO�OM/.jN- P��; ,3'S'•S.'7a C TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION " Map_. 3 5^2 Parcel 0&0 � ? Permit# 94, �n Health Division pt4-G0 Date Issued vn Conservation Division 612A or(1t,= .sQL11 P)tAN S JI-74o y � 3 Fee ' S' 'P. Tax Collector Application Fee YiN Treasurer Planning Dept. i p hecked in By Date Definitive Plan Approved by Planning Board tc Approved By Historic-OKH Preservation/Hyannis i LSE`c' Project Street Address 77 - P Village W777Cc� t Owner ?, R4.rQ kOOPA44-1 Address Telephone — UT Permit Request !2.¢"cd e1 k,i cL e i t..,,`T-4 ✓l-ew -4��_ 0 -o" Cars ��� i�C�o 4 i^ L F_1,45r {/ OOr � rn Square feet: 1st floor: existing r proposed` 2nd floor: existing proposed Total new Valuation 49!� Zoning District Flood Plain Groundwater Overlay Construction Type 4.r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9' Two Family ❑ Multi-Family(#units) Age of Existing St2ull - Historic House: ❑Yes �'N0 On Old King's Highway: 0''es ❑ No -- Basement Type: Cl 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 -4=�— _ Total Room Count(not including baths): existing new 'fT First Floor Room Count Heat Type and Fuel: m'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing I New _ Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: E existing Knew size,"_C`a4 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# - Current Use Proposed Use BUILDER INFORMATION Name 4_Z&fA(•0s �2AL-1-_C;o t Telephone Number 5-v8- 771 1911 G Address �M,:5 '40"OZ e4/ D/L License# GG 66 S 3 C � rlii��, vl Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l'u:crp SIGNATU DATE /�G� 1 FOR OFFICIAL USE ONLY PERMIT NO' DATE ISSUED ' MAP/PARCEL NO. 71 v ADDRESS VILLAGE OWNER -- DATE OF INSPECTION: 0 f;'_. SOglD FOUNDATION Or- —/ FRAME ��'�K4PJ-Q—d S P/L- INSULATION e— /r /tF' S` Pi?-- FIREPLACE ELECTRICAL: ROIXdl+l FINAL PUIMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t i x 1 � . WN ti.{°;631 Ali frf V At N e jay R '#A F r air',. 't��.,o (��.}'.�` I G fi� .t'A., i *,3CR1 P'1'10 I iwkrt)UP. s K.�'I'. , 134= `!}�'.M_ _ �:!K� �tj<<f t) Cam RA(I� 'T f . S, IM c ' ,.�..>� q 1 ifARI,E.S G,. Depart ofr..::.. I t i. r } Regulatory_Services ;ray632..00 r:r e .#%X q -Y is ii:A r #. # .vf f' r,._�.t`:.. r�.y t�� t 4. IS�ID r 1D1)�M.,�.1./C0N J< �. t t: R.' t4 A 7>;. * RABNSTABLE, MASS. B MW.► BU DINGADIVISION Py !.,) W E •.,.,,�)} 4 t}C}r € rr .(.{';i1 a Y c. _C. r l I _Ix` THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES.AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- &INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY BUILDING INSPECTION APPROVALS PLUMBI G I PECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1�� � PI d� 1 , �l �� 56 Z) L S 2 2 G`"L G 3 ( 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT &4_L� 2 BOARD OF HEALTH OK OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME.NULL.AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK.IS NOT'4TARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. °V ME A�• Town of Barnstable °•^ Regulatory Services 8A MASS.'' Thomas F.Geiler,Director Mass. �' °t0 9.�a�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Properly Owner Must Complete and Sign This Section If Using ABuilder I, ?A,c k P i LGn:t2"A (,r . ,as Owner of the subject property herebyauthorize "4,ty1ys ��L�'�a s to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) .feul'— Signature of Owner D Print Name QTORMS:OWNERPERMISSION RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE G square feet x$96/sq. foot= x.0041= Z+ 0 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) (�-7 square feet x$32/sq.ft._ ;tx.0041= �� 9 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.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck 7 x$30.00= / (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projeost Rev:063004 LOCATIOiYrz�/.s /���,��'c;,;�•;r:�?si�,;�lLt� \v SCALE 7 ••3 '�`' DATE PLAN RE FEB E1NCE S4 qwz> 7f Sao l.,,tt o.v L.Amb A?-T 73-53 D 73S3 73-53� . 1 1� •�1 I 11 �1 I 1 ITu,�� • ,. L•or "78 1 LdT- Lo I I C ^ i Lmr m77 o � / n Lo7' / 3o,vo/ V � i KELLEY No. 251A0 t L •,� - sy3'ra C Bois - BC CALCO 2003 DESIGN REPORT - US Wednesday,August 17,2005 09:34 Single 11 7/8" BCIO 900s SP File Name: BC CALC Project:J01 Job Name: Koopman Description:Typical joist over garage(attic load) Address: 97 Van Duzer Rd Specifier: City,State,Zip:Cummaquid,ma Designer: Bill Campbell Customer: Paltsios Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: Standard Load-20 psf 110 psf OC Spacing 12" BO, 1-3/4" 61, 1-3/4" 263 Ibs LL 263 Ibs LL 132 Ibs DL 132 Ibs DL Total Horizontal Length-26-04-00 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 26-04-00 Live 20 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2600 ft-Ibs 30.6% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% OC Spacing: 12" End Reaction 395 Ibs 27.7% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U625(0.506") 38.4% 2 1 Construction Type:Glued Live Load Defl. U937(0.337") 51.2% 2 1 Max Defl. 0.506" 50.6% 2 1 Live Load: 20 psf Span/Depth 26.6 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for 61 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing evidence of suitability for a particular application. The output User Notes above is based upon building Attic load 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®, BCIO, BC RIM BOARDTm, BC OSB RIM BOARDTTM, BOISE GLULAMTM, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Wednesday,August 17,2005 09:49 Triple 1 3/4" x 14" VERSA-LAM@ 3100 SP File Name: BC CALC Project:F602 Job Name: Koopman Description: Address: 97 Van Duzer Rd Specifier: City,State,Zip:Cummaquid,ma Designer: Bill Campbell Customer: Paltsios Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 4 1 3 2 Standard Load-40 psf 110 psf Tributary 01-04-00, a BO B1 3377 Ibs LL 2863 Ibs LL 2737 Ibs DL 2443 Ibs DL Total Horizontal Length-13-06-00 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 13-06-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 13-06-00 Live 0 plf n/a 90% Left Cantilever: No Dead 120 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 13-06-00 Live 20 psf 01-04-00 100% Dead 10 psf 01-04-00 90% Slope: 0/12 3 roof Unf.Area Left 00-00-00 13-06-00 Live 30 psf 01-04-00 115% Tributary: 01-04-00 Dead 15 psf 01-04-00 90% 4 FB01 Conc. Pt. Left 06-00-00 06-00-00 Live 4620 Ibs n/a 100% Dead 2651lbs n/a 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 30251 ft-Ibs 69.5% 100% 2 1 -Internal Duration: 100 Neg.Moment 0 ft-Ibs n/a 100% End Shear 5532 Ibs 38.9% 100% 2 1 -Left Disclosure Total Load Defl. U451 (0.359") 53.2% 3 1 The completeness and accuracy of Live Load Defl. U790(0.205") 45.5% 3 1 the input must be verified by anyone Max Defl. 0.359" 35.9% 3 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for 131 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Nailing schedule applies to both sides of the member. (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALCO, BC FRAMERS, BCI@, Connectors are: 16d Sinker Nails BC RIM BOARDTM^, BC OSB RIM BOARD'rm BOISE GLULAMT"^ a=2„ d VERSA-LAMS,VERSA-RIMS, b=3" VERSA-RIM PLUS@, c=3-3/8" a VERSA-STRAND- d= 12" / VERSA-STUDO,ALLJOISTO and e=3" ° AJSTm are trademarks of I Boise Cascade Corporation. 00 ° e o ' o �b Page 1 of 1 ti s®IS BC CALC®2003 DESIGN REPORT - US Wednesday,August 17,2005 09:41 Double 1 3/4" x 14" VERSA-LAM(g) 3100 SP File Name: BC CALC Project: FB01 Job Name: Koopman Description: Beam over kitchen Address: 97 Van Duzer Rd Specifier: City, State,Zip:Cummaquid,ma Designer: Bill Campbell Customer: Paltsios Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 5 4 3 2 Standard Load-40 psf 11.0 psf Tributary 06-00-00 \ ® 1 Safi" e �.�- e \\ -,MINE Z 311 .. BO 131 4620 Ibs LL 4620 Ibs LL 2651 Ibs DL 2651 Ibs DL Total Horizontal Length-14-00-00 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 14-00-00 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 wall 2nd fl Unf. Lin. Left 00-00-00 14-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic main houseUni.Area Left 00-00-00 14-00-00 Live 20 psf 06-00-00 100% Dead 10 psf 06-00-00 90% Slope: 0/12 3 roof main houseUnf.Area Left 00-00-00 14-00-00 Live 30 psf 06-00-00 115% Tributary: 06-00-00 Dead 15 psf 06-00-00 90% 4 shed ceiling Unf.Area Left 00-00-00 14-00-00 Live 5 psf 03-00-00 100% Dead 10 psf 03-00-00 90% 5 shed roof Unf.Area Left 00-00-00 14-00-00 Live 35 psf 03-00-00 115% Live Load: 40 psf Dead 15 psf 03-00-00 90% Dead Load: 10 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Moment 25450 ft-Ibs 76.2% 115% 3 1 -Internal Disclosure Neg. Moment 0 ft-Ibs n/a 100% The completeness and accuracy of End Shear 6060 Ibs 55.6% 115% 3 1 -Left the input must be verified by anyone Total Load Defl. U299(0.561") 80.1% 3 1 who would rely on the output as Live Load Defl. U471 (0.356") 76.4% 3 1 evidence of suitability for a Max Defl. 0.561" 56.1% 3 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 2-1/2". with the current Installation Guide Minimum bearing length for 61 is 2-1/2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions, please call Connection Diagram (800)232-0788 before beginning Consult project design professional of record or BOISE technical representative for connection design product installation. Member has no side loads. BC CALC®, BC FRAMER®, BCI®, Connectors are: 16d Sinker Nails BC RIM BOARDTm, BC OSB RIM BOARD- BOISE GLULAMT-, a=2„ d VERSA-LAM®,VERSA-RIM®, b=3" VERSA-RIM PLUS®, —L— VERSA-STRAND- c= 12" a VERSA-STUD®,ALLJOISTO and d- 12 —f o —f 0 0 AJSTm are trademarks of C Boise Cascade Corporation. e e o o e a -� b Page 1 of 1 Available with additional corrosion protection Check with factory. pcWal- . `Actual {Joist z ;r Ga ,, *W?U Iwtt,rUplrtt Floor Sngw' Roofx Floor SnowRoof ' _ Sae allow w H_ y B FaceJpist t p 11 1/a x 5/z HU1.81/5(Min) 14 113/,6 53/6 2Yz 12 16d 4-1 Od x1 1/2 480 575 1610 1850 2010 1390 1600 1740 �26 83 ,- y 3 1 ' i (s 3 .v. 851010 `-1390. ,1600 z„ a, 3'h x 16 o HU1.81/5(Max) 1 /1a 5/a 2% 1616d 610dx1h 720 865 2145 2465 2680 1855 2135 2320- 2872 ? 21h 12 16c1 4 1Otlxllzi 480 5751610 w2 r 1740� 26�832 L < �113/,6 671/16 2Yz. 16 16tl ' 8 10tl x11/z` r960 .1150 2145 t 2465:,2680 g7 855 2135 °2320 26 * r v HUS1.81/10 16 113/16 87/a 3 3016d 1016d 2845 3000 4900 5045 5145 4355 5010 5145= 13/a x 9'/z HU9(Min) 113/16 9s/16 2'/z 18 16d 6 10tlx11/z 720 865 2410 2775 3015 2090 2400 2610, 26 83< F 8,�x 18 14 y HU9(Max) 113/,6 95/,6 21/z 24-16d 10 10d x11/z 1200 1440 32i5 3700 4020 2785 3200 3480 �2fi�j- y r HUS1`81/10 i6 73/,s 8�/e 3 , 30 16(1 '10`16tl 2845 3Q00 4900 5045 ' 5145 i 4355 5Q10 5145 13/a x�" HU1::1(Mm) k 1 3/,6 11/,fix 21/z : w 22 ifid 6 10tlx11/z 720« 865 295U 3390x 3685 2550 2935` x3190a5y4 x y 11Y4x1i/6 1q 2614 w21/z 30 16d 101'Odx11/z 1200 14404020 {4315;; 4405 =3480 4000 4359_ gV4 9/z ,:w. HU11 Max HUS]81L10 173/16 87/8 3 30-16d 10-16d 2845 3000 49D0 5045 5145 4355~ 5010 5145 *44g37 Tk v U14 16 113/16 101/a 2 14-16d 6-10dx11/2 720 865 1860 214U 2330 11 1610 11 1850 2010 ;. to 13/a x 14 -HU14(Min) 113/16 13t1/16 21/2 28-16d- 8-10dx11/2 960 1150 3750 4110 4180 3250 3735 •4060 �26 ca HU14(Max) 14 1t3/16 1311/16 21/z 3616d 1410dxl1/2 1680 2015 4540 4730 4855 4175 4730 4855r y ;} s F r1i HU2`.75/10(Miti) u'23/a 9, 2Yz 1416tlt� 61Odxi�h�' 720865, 18752155 2345 1625 1$70 `2030 26124 2 /sx , `9?/ax'91%z _ HU2c75/10(Max) "14 9 `2%z1816(1a10:1Otlx1'/z' 120D 1440$'241-0" 2775 3015 2090 2900 2610 M 3 is r is k �,4616(l. W },16 16d ,3630,';;3630 `•794.0 ,'$220; 8410 x:5980�, 6195 ,;76335u1fi 51/ax l 0o i t ,M. ..HGUS275/10 23/a 103/a 21/z 16-16d 6-10dx11/z 720 865 2145 2465 2680 1855 2135 2320 26 8 211/,6 x HU2.75/12(Min) 14 111/ax11�/a HU2.75/12(Max) 23/a 103/a 2Y2 22-16d 10-1Odx1Yz 1200 1440 2950 3390 3685 2550 2935 3190 '26 1'14 3 ti' HGUS2 75/12 12 23/a 1015/16 4 56 16d 20 16d 4055 4055 8410 8760 8995 6335 6600 6775 160 cX r Y"a23/a 13 s 21/z "18 16(1 8 1btlx1'/z 1 5/ o HU275/14(Miri) y. 960 <1150 �2410 R2775`` 3015 ''2090 2400' 2610 268312A t'„ 211%,s z 14 HU275/14(Maio) ` ?3/ate .z1;3 s� 2Yz 24 16d y14 10dx11/z� 1680} -2015 3215 t:,S7 ; 4020 r2785 3.200 348D ° 26 24 � _i "<_" 75/14 ,12,, 231a, ;12t5/,6 " 4„m `7 66 1.6d_>'. 22 16d 5380 ,:'5,380 8645 4 .9.030 9285 „6510 6800,w r 6995 1R60�xr 23/a .141A6 2Yz 20-16d 8-1Odxl1/z 930 1150 2680 3080 3350 2320 2670 290.0 26 83 124 5'/4', HU2.75/16(Min) , 211/16 x 16 HU2.75/16(Max) 14 23/a 141/,6 2Yz 26-16d 14-10d x11/2 1680 2015 3485 4005 4355 3015 3470 3770 26123 4� HGUS275/14 12 23/4 1215/16 4 66-16d 2216d 5380 5380 8645 9030 9285 6510 6800 6995 `r Y'1H1148(Mm) L '39/,s 6?�/,s, .21/zr10=16d � k'4 10tl 605 725 ;1`340 ",1540" 1675 f 1160 1;335 13fi5 26 83124 ,r- � ; `� I U48(Maz) , 14x,, =613/,s x2'%z' s14,16d t•�;:610d 905°�.1085��`1875' -2155 2345x'.r1625 1870 2030 26`72-0 F 9'la 3/zx7/a4' HGUS46 "35/6 4?/,c` 44 ; ' 20 16tl4"` s $16d 2325 ,-2325q „3940 4535; 4930 '3410 3920 4260` t '7, w 16d- -; 3220': 3220�"?6805. 789Q 7925';,`5890'y_':6655"� '6fi55 39 13,1 �, 3 U410 16 3'/1683/a 2 14-16d 6-10d 89U 1065 1860 2140 2330 1610 1850 2010 26.83124 — HUS410 39/16 81V116. 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 1 89 i211 11', 3 h x HU410(Min) 14 39/16 8% 2Yz 14-16d 6-10tl 905 1085 1875 2155 2345 1625 1870 2030 26,83 x124 91/4 x 9Yz HU410(Max) 39/16 8% 21/z 18-16d 10-10d 1505 1810 .2410 2775 3015 2090 2400 2610 26';;12a ' HHUS410 4 37 121 140 35/e 9 3 30 16d 10 16d 2855 3430 5190 5900' 5900 4385 5040 5480 HGUS48 3% T/ie 4 36 16d 12 16d 3220 3220 6805 7830 7925 5890 6fi55 6fi55 3 gg'j21�1gp� _ yes HGUS410 12 3% 91/,6 4 46-16d 16 16d 3630 3630 . 8780 8940 8940 7365 7510 7510 890 1065;,1860 2190'. 2330 1610'~`1.850 z 201.0 26;83'124 � � 10.16d 10 16d .: 2700 =3240 r;-2510 2885 314.0;,`v 2065 -nl,5 ,;$580w, 4# a610dy� "�905 -1:085E. '2145{ 2465' •2680a1855r x2135 F2320 .: 2683 ar HU412(Max),� 3/,6 105/s 2lz 22 T6d 1,0 10d, 1505 °.1.810 i2950 '3390 03685 2550 2935 3190 "111/a x 11�/6 r 35/6 9°1 3 y 30 1;6d 1"0 16d _: 28551 t3430� 51,9d 5900; 5900� 4385; 5040 5480 , 4 37_121 190 ®r HWUS410 i,,�``+. ,w' a3•s ;xt ^, 6 n'+ ,� �, r fie , V HGUS48 v s ,' 3/6 :71/,6 u4 3616d,r 72 16d 3220 3220 68b5 7830 7925 5890 -6fi55 .6fi55 3 39`12T 140 ) ` ° HG11S410 _as 12 "35/s+ 9Y1s„ 4. �46 l6d 16 1 7510 7510- � d 56 16d ,er20 1fitl+^c f 4Q55 '�4055 <;9155 ,w9155' 9155 7690 -:,,7690 57690 m 160 r { -� :fiGUS412. ,,c 35/6, j'0�/i6sr, 4Fr, w« ., U414 16 39hs 10 2 16-16d 6-10d 890 1065 2130 2445 2660 1840 2115 2300 2B 83 124 - HU416 Min 39/16 13% 21/z 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 26 124 HU416(Max) 14 39/s .135/6 2Yz 26-16d 12 10d 1810 2015 3485 4005 4050 3015 3470 3485 2. 3Yz x 14 6 10 16d 2855,:Y3430_, T5900::5900.--.4385- 5040�,.5480�4,37,121 HHUS410 ,,,��,,�3%— 9� _ 3 30 1Rd—_ - . C HGUS410 35/e 9Y,6 4 46 16d 16-16d 3630 3630 8780 8940 8940 7365 7510 7510 3,39,121 140 3. 1.2� _ 160 HGUS414 3% 127/16 4 66-16d 22-16d 5380 5380 1 10015 10015 7890 8185 8380 1.10d commons or 16d sinkers may be used instead of the specified 16d at 4.MIN nailing quantity and load values-fill all round holes; 0.85 of the table load value. MAX nailing quantity and load values—fill all round and triangle holes. ` 2.16d sinkers may be used instead of the specified 10d commons with 5.Avg Ult not shown due to limited space. no load reduction. 6.Hangers sorted in order of recommended selection for best overall 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake performance and installation value. 7' or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal loading such as in cantilever construction.For SPF,use 0.86 x DF/SP Uplift Load. CODES:See page 10 for Code Listing Key Chart. 82 { THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA Assessor's map and lot number .......................................... Sewage Permit number .......................................................... e�Q THE.T TOWN OF BARNSTABLE Z BARNSTABLE, i "b BUILDING INSPECTOR �ED MAI a' APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPEOF CONSTRUCTION ..................................................................................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....................................................................................................................................................................................... ProposedUse ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner ............................................................ .........Address .................................................................................... Nameof Builder ....................................................................Address ..................................................................................... i Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ................... .......................................................... Exlerior ...........................:........................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .........../ ,�© a ............................................. Definitive Plan Approved by Planning Board ________________________________19-------- . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH It FR P3" _ E I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. Koopman, Parker M. No ., 17455 permit for ,,, add 2nd floor ................. over garage ....................... .. .. . ........... '� flan dU �e�.... Location .................................................Road 4/ . .. ......... ........................................................ Owner ........Parker..M....Koopman.............. .... .... ............................... Type of Construction ...............fxsme ........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ..........NQvgA1bgi;...7.2......19 74 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... IMPORTANT — UPGRADE REQUIRED „ STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE - q Fi .. FIRE DEPARTMENT DATEBOTH SIGNATURES ARE REQUIRED FOR PERMITTING � J U L 0 7 1 D 0.1 — HLLI, t3D7N 1 ff D 1:1 0�i� W. y GOPLG� ! : i � iC✓cN:G�. LJ I N.:r�F ,.._ i _D1NilJL. ; I uP7-4 --- r�vilc=rtT� rr,Ic � , p 1 S i b .. (r9-riNC:.. �Nvf=l'lC.tiy� - I'IY �'Ctr=y �i.L`FJ . w Additions and Renovations to pte:I. t,.08-7;78-6G60 The Home of Parker and Marta Koopman AssoclATEs ARCfiIrECTsi 97 Van Duzer Road, Cummaquid, MAstable Road; Hyannis, MA 02bD1 fax 508-778-2558 uman,RA Alice L.Oberdorf,RA i vF 5 Gz76 j \ i —CA 05 ON46a ld'gsc TaR CWIM!A .... . 03. ni 7 I' .. .�,PIM.PP4°•L INV- HI�''r•,•:�I' ?Ye4LE 12 i �v,rer. o I0 : r r�Er�VRTIJN . nrlu src eW A3 I7Lc�rr �I;gv�r�r, -3�4 fSwNrz �f:EuvTio^, �� - ii. i tJphtEf¢ rvy cwsEt --:-__-- ---=a= I130."'233PW6. -53 YALDPAZ 243OW6 ItjXJ i _ _ .�p7P'.F O £d`31Y. ..- • rin \!T-1/1 1/1 - I i -Ai f I C — r '-53 S6' . 24DW I15D5:27OVWat 3�ff.``I P-T Cr.P5'RfR I I )�1(Gt1EN 54VGTION ' IU. ri ° D4a; _ 1515W4 3315 WL. i,3P W& 443045;.- Pi �v -/1 i 1 .16'I ps.MT7`/ i3°9,EG �;,IIBL 3rn'1t3Y 1uSM1 7.4e.otEF SPttL � . gE C s e 5 Additions and Renovations to �- I sum: d�'=I.r�.lr .�wnor¢c er cluarw er- 5 The Home of Parker and Marta Koopman AKRo AssociATEs ARCHITECTS 310 Barnstable Road, Hyannis, MA 02601 �1 97 Van Duzer Roads Cummaquid, MA tel 508-778-6060 fax'S087782558' wW� Steven M.Shuman,RA Alice L_Oberdorf,RA JUL 0 7 2.005 o GP:A1N i ua-! ,L_ f _._.2. I!P e g i�L `�e�t - e'FIrN I e W r-�_ _ F'i`` A"9PNAL•(VOO.F hH nI C;L¢.h'Prl lcf V mir hkaeu) ..._. .!l,'c16e S11"Uj OF DOWi.R FLhA[ c � 4 �./" .. .E7'r57!r!G hFsnlfD >'i.00E - i"%ti Ft.9W7 rrxi3f"2P:4'iNy PI.Y cilPj .._ . ZK Izork FAFrE¢� a lu°n L- r AhPHbL9. - -. ..5�t,"PGY,M3 r�p..Y SHFnTftm6 IJ/NY&L F" IN Ut,A TtOi4.raGfLG' , - PPRPL A M, I. L LAYCV5 I*GW AA Wr,r»1- __.-.ALUM I"rrf U'rrIcity- - - ''t','n GEIUNCi, J"o'7f9 f='l(n'O.[. 3-uz ,h ... Zl.%rzy':IED Vl+y_ ... I fI _a n a 1 e I v ice.._ I r--(.15 CCGo2-6%+4'rr I' II i./I zr+ilnl- j a/a coe!vr i = I<G 7?c'cerctc.9f�Fzff j I I� -- Ii I -eCO Nt. XREFI- I2.VEr!T I' n SHEL F Fr . "I�G f.F:.GIT'P!4. ;i "I/L ftIX?oSEY gL"oN .: I \IitS op 1 P+rXE Al "gsV.1tZ�. ,III I I ✓ '.�I i /° �__.. . � Y— :!I•I!: I n I.. .. �i! '.C.f.- SHMCI.ElI -14 TIVEL it } 'oyoEghCrr flu"c r_ cP.L PL/ulcoD 9 'A v ' cir,iT Ii 4` II I' I i i �I G IN4uL. to/Y.w, .- I FINISH FLwrrw,, I I i 1R4 ON I'!r2 eEDaZ_4K,eT CEME sKIN , it .. ..P.ohf. __ D P.t,7NhJ(,UL zcc8 TG 16 bC..._ - g�� 75G R-IWo 5ULSf4�uoiu u'j- ---:ma I LFdD fIAnHING.. �_ 514"w G j'/5�8 a f C G£GKJNG i1 7 R 1 GConC r .-ELOSTING Flcee- s(r,.,aluex� hYls e Ib°oe �I:. Zk.B P.f.JoyTS E 1L',fz.4 - ° n , I ? �zR8 PE -�_91+1PsoN Hozn N9-oanN ztn'RT.t:.49r,E2.._:'... .__ o. u�l/z ab n.e:heo oa .. I - _... ... --- .... .. .. ._ .."Pl;,hi1NC� DP h£MeNT Wi.li. _. G 1 h L"COL iz IL 4 i � vt . w -:.S"MIL MLY.Y&F-1 fir-M.F. $' "h.r+IL A3tH:V.8 I c�NL.Fnu.WALL . i " - W/L-N59oeS -"Z Q1GID INSUL LN - fS I I FI !� COfi 1146 1 2°elc.lD INSUL�inN FIN Tp �4+7(iNr, I o a ON vir"APPRY-IIAC. .r p'N..WG:LL W. 20"mrl'{. . I CY+G FTC `•y . KEyw..cfr C, 12 24°�L°CDNL fC/4/ Z<4 IefYWP 4 � -ZIii BEY . L Z9.°RtAI�CON[. PrCI BE�LOt�U - r I o e • �, i 6- Ll A )�jult,c.IrIG �7�L%rl.✓=1 Z Additions and Renovations to The Home of Parker and Marta I<oo man --- --- E,3aal.l:,,`. ' PeVfiOeY � s p AKRO ASSOCIATES.ARCHITECTS 97 Van Duzer Road, Cummaquid, MA 3l. Barnstable Road, Hyannis; MA 0255 tel. 5l18-778-8060 fax 508-778-2558 Steven M.Shuman,RA Alice L.Oberdorf,RA z CIF -z_ F dt is IT rT --F T 7 f .......... .......... -v!T fx if Additt. h r d Re, 6Tfe Hahne ' AS -MINTIS ARCHMECT - Parker �and nd 7 ,Road I ta e um. maqw, 08 V , i:,"D Steve De .......... 1 !UL 0 7 ` t 0 to r_ j uy!.pn j _ I TW3117G I �'(W344G1 I i I j Z4te - ! Szcm 6ta,3 rrx z `4' t c�rr n lcc q TrPaP 4u"3 a wid. A/4 wwm ply Ly - � 14..6401'L4- 6c71i- I yL -,� pof p o I ti i vll I Sv i' 11 rI .�i I. t .71 !I 7•'!`�F zon' if Z. Z (W3a'..G.. I L1W3ogG — Z lb C/i LFIf.C�. --____— •, G'r Y� 1'L934" r.> ON I � Tor op,DC<.:K=Ll.o' `C' T—Y eo Itoj j jI IZ'- 9!' IZ'-e" (G° II'-� I !7.'-3" ir'o' It'-- I� r r CARLGE fOU.N✓R(IoN ..Tlf?�l �ZEPC,6 rlthi F(iw(c }�tLrJ fi ° No{C: - ft.Gne.:EL DT�. yG•A551/ME!i 1C_3G_21.�— >✓IEi.N2.G!iL.C+S'-�,- E �pUN,�,•p'(+G!N N .... .. r_;t PY�CE Crv.T G .] Additions and Renovations to The Home of Parker and Marta Koo man w,E��•z: p /�tel KRO ASSOCIATES ARCHITECTS97 Van Duzer Road, Cummaquid, MA- t Barnstable Road; Hyannis, MA o255 508-778-6060 fax 508-778-2558 d n M.Shuman,RA Alice L.Oberdorf,RA �- ✓'hl'Gff�G•e ���_�� foF� P T. pe5T "rtMg4Y -I50 FELT-._. .CIS"H.yW/Ja,G k>'.DF.I�G�:i+;J PcYGU(:i= Q wM u.,SNIE:G. CNE,1Aft / `ZF ID'Wpfr C�h E Id or. 1LLTre)P->!{C hNtf:I.n s.G°uP ROOF : I i Ix4 oN 1xF—� — — 1 . . "; Aen�iuL a 16'cc fir�r ��ufo L z — ------- -------- LL , I `, ll. N .. .. , Z-2cCe W/ .,.ri.111�D evfux-f.M I E".S.J JX TP.ttn _- : —:LF4 GLG SP�.7T5.f•IL°RL. 1 � -DEt_WwDGl-� INSTOwfcC! i II ! � � . u r, Z/)?-�IPC el cP UN"3c310 3 � / r--.ram—fi�/_-.- f':FY.'WCI4 O✓£ GL`¢l`r;L V,hC. II 'WHr(c cfua¢ TYVEL.. ... �Z:ic3 P.T.P(.O'Y"c oW SIW i I . I I, - J`'' . / SECtF¢W .yL°-A B'i A G"O L. : i i T )xd a ✓� �. >Gni�ao1NT :.. Lr.G r A e I'C 4.G. —5L 44 iFgWN C W+L �BLYU. 20.5') —_._—__—_— f.. I -4rDenGt .; .. ° Jm!. Atjce2 7YP:: �,r A —_sunennt �aGa.air_ MIL:Fuaw.e.1�14 e c&vc�ec•�.. t� I I` I I! .J j 1 I I -r, =' -'I<''4fr vatic.Pic e I I li T j PIN Tr yra IrIG ---I' I y , ._ �• ....8. ZD;.!1G-Y� I�.JO!•i, ui J Z d'`S 6Dfh 7 f�Y I •�k�f I " I Za"+v';vI I � ; NRCG::-4u ff7:.4Ef?<.FC'4tn,INr•-INGL vvvr-i"TO 9z. ` _314."._ —}-- -- {— ' rvvff: GIE.Ui GNf-�K - e i=DCF SLOPE V&L [Or'sgTtNGy w: E i I i Additions and Renovations to '✓')1 erwtE:F-/JC7[L •vspovm er:. ogxwx By ;' The Home of Parker and Marta Koopman rtel. Ro ASSOCIATES ARCHITECTS Z=� q Barnstable Road, Hyannis, MA 02601 97 Van Duzer Road, Cummaquid, MA 508-778-6060 fax 508-778-2558 M.Shuman,RA Alice L.Oberdorf,RAt- --__ "U4 PP..li IQ VN.KF 1°. -...._ r—N:6fA. ` I ._ _ _ _ �4 wav ttl�tc-F.E M1.; °y r I 11WE5( �vriori I _ • . ..........,-t�hFH6LT b!11dG,t.F� ._::.. ----� _ ��, __ — tZ IZ —...__�L—. - I i : lr-----"--=--= ---'— r J� J._—__.______. I a c 8 a Additio-ns and Renovations toxTot�_. '4° I-o^ uvxwm n °wwn er 4 The Home of Parker and Marta Koopman nKeo AssoaarEs ARCHITECTS ° 310 Barnstable Road, Hyannis, MA . 02601 97 Van Duzer Road, Cummaquid, MA /Stel. 508-778-6060 fax 508-778-2558 �GNVM� V even M.Shuman,RA Alice L.Oberdorf,RA c�. j Y ! � • ? (`'0 .. .. .� .. _�P-�P�r..'�E?7. V1IEti(- F�I.�VI?•^(1 dn) �RC P05EJ L�Y �L�VP"�!Gh( s•1,��j�'�:�;`_- t'- - Additions and Renovations to The Home of Parker and Marta Koopman AKRO ASSOCIATES ARCHITECTS sNU�ri u,LGc�.c�� cU�,�i�*� ��: ��� a3 97 Van Duzer Road, Cummaquid, MA Barnstable Raad, Hyannis, MAoM/tel. 508-778-6060 fax 508-778-2558 even M.Shuman,RA Alice L.Oberdorf,RA - t ! ao-w ----scat------1• I ILI Ln — TzE rrr srRaE" --7�'foP'rzF C6^ri?l��G CtinN:C I —. - J.7 I i.l I ---- <. ` ---_—_ _ —_ _ _ s°�� ��• \ Ste` � ^ ,LeT..7..Pi u.ii� d TT —s-- - - --- -- — 1411 r �! f' 1 J • ons an - _ Additions d Renovations to . ��`rL`�.:r �•.,-._r:✓r,, ) east:r•.� NLi> �nvEn er nwwx er � The Home of Parker and Marta Koopman AKRO ASSOCIATES ARCHITECTS 310 Barnstable Road, Hyannis, MA 02601 97 Van Duzer Road, Cummaquid, MA tel. 508-778-6060 fax 508-778-2556 N Steven M.Shuman,RA Alice L.Oberwrf,RA 4 6 Gzr'r a 1 ' 1 t • Can i x -V 01 HUM im -T L-U1 111Lq 1 , r E t JLzi== 'I i q ❑❑ il pr<o�rnEy 5nvty �t;Eyi�Tlnr-� - �. 1 fi t t �n't i- LJ iJ02-r F1 EL�y t//�R,"IrN t G.C-R:t G.E /.CCU Toff) .. {t 11 M1 - _❑ H"n 1 x155:.rtL inc'7N �,lhynTlr:�.l E5X1h;�rf C ��"7.1 I�lf.VASIG�-a �XIhTf"-1<• ,��UR'(N Additions and Renovations tox�fz�c�� The Home of Parker and Marta Koopman AKRO ASSOCIATES ARCHITECTS OAie GAT ^' 310 Barnstable Road, Hyannis, MA 02601 97 Van, Duzer Road, Cummaquid, MA tel. 508-778-6060 fax 508-778-2558 Steven M.Shaman,RA Alice L Oberdorf,RA eF 5 _ v � �� � �a � ` IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE I^RTANT — BEYOND 120 " UPGRADE REQUIRED INSTALLATIOA O RT PER LEVEL MAY'REQUIRE THE S �`BE)ILDING CODE REQUIRES OITIONAL SMOKE DETECTORS. SMOKE DETECTORS FOR THE ENTIRE UPGRADING OF NOTE: A SEPAL ONE OR MORE SLEEPING AR DWELLING WHEN INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL E45 ARE ADDED OR CREATED. MIT IS REQUIRED FOR THE PERMIT DOE_�Or SATISFY THIS REQUIREMENT A SEPARATE INSTALLATION OF SMOKED DETECTORS FOR ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT, DATE � ! k SS r - FIRE DEPARTMENT DATE G r) j I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING �I Ij J J►_ 0 7 l jj 05 a''? - ! a 4-1 4Qf ;I • i !M i \ — -- --- �W DC �\ Fr rw�j �---+ 1 �"J fxz' up I LDuNi�`/ It � oe � S?1iJlNG. ® I I 1 I I e Additions and Renovations to aIy�»�, N� �G�� >'I� fi= y_ > � _ The Home of Parker and Marta Koo man n 9 ;"' p ^ AKRO ASSOCIATES ARCHITECTS 97 Van ®uzer Road, Cummaquid, MA 1. 8-778-60 Road; Hyannis, MA 02601 tel. 5�08-778-6060 fax 508-738-2558" Steven M.Shuman,RA Alice L.Oberdorf,RA z ! vF 5 1 • CI Q ` - . __"5YE EJ,.tVd4. Aw.SFILvs: - _ — _ �.. Y�.i`1�E t .' (: �Lr- ZI BL f119. CA95 emi 7lS'.i - ?26G- -2.73L I iRF1EL iEL�L(V A3 - _ _ --—--I I —— —_— _ — i I+Nch?EfL BEDPn�.2__ CaO''2-;3GVJ6: '53 YPLd!Z 243o W6 15W. 6hft- _h14. ..... N6 COWN MOULD .. 1 �1 / ; T, /\ I \ IL a .L7'0G 3 41 3 56 .'Z4 D Is o9:2)Ut!Et•,(?B I I rd 4 1 p FJtT CI'P5'Rf(i UVWCI rrrcN tr!.5'e'Vc r ION 71 141, 1515 W4 331 5 wo 53-o wL 44341 45;'! I is"rorreY °zed LI"ec v IAZY Su-"w — .7A'DMP 5rPG& E `s k Additions and Renovations toy? ��"' '- The Home of Parker and Marta Koo man p AKR.O ASSOCIATES ARCHITECTS 310 Barnstable Road, Hyannis, MA 02601 97 Van Duz..er Road, Cummaquid, MA tel. 508-778-6060 fax 508-778-2558 Steven M.Shuman,RA Alice L.Oberdorf,RA ! JJL 01 1005 3 f:Ebri(tiF:iH+N C.-:euN tLC i u4;`R: +eP - I� --- I Q6'NniO Fatit)INrr, t L �KvJ r r i:. AiPf1CI.Y RwF hT!.w1 CdJt'M °I"icC .u+Pi€ft ai14 Im Lip l&oD FlasttIK&_R:uN fLL'• It . 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Prr, az-'Lot °r• •�° �. .� 0 A I4 C�1!LcX [..LL- MtAEf_!SIn*1�. Additions and Renovations to The Home of Parker and Marta Koopman AKRO ASSOCIATES ARCHITECTS 97 Van Duzer Road; Cummaquid, MA 3l. Barnstable Road, Hyannis; MA oz55 tel. 5-08-778-6060 fax 508-778-2558 Steven M.Shuman,RA Alice L.Oberdorf,RA.RA.1 OF z !iz oYe I I — sA'(R� !j u — f-7——� 'V jam_ .,yT_ J , �-- +I -- I i I Addi.iti� s endZeravat�ans — — e h �. e r Tie Flal�ne of Parker and 1�6arta tCoo man p: AKfI{) A5 (1CJATES A�tCEliTECTS 97 �1a D zer Goad, �UCl'1f1 a UIC�, tv sarnstabte oaa; t�yaen,s, a�.: n�tet .�.o���eo a r,R$ Alice L berbbcf,�tA; Gz(�.tet SDS 778 e4 SteYen , JUL 0 7r'GG5 f s _:' eXlss`Iuz n'=�° • I Zy'-�° � I -u'.o" _; 93/" I-'L'f° I Io'c' -'/h° I a•' �'/a" IrldI 71ZctCiLY�fi. i I. I I i II - I -------- --I -----t i I IYW3o-1G� I �'(W3asGl I I j I •1-------------- a i ?! T I I i r s�,ct sr.n�3 cxzk.+ '3`/'ue rikaG� Q q'S r of•�r9 t WKG Q W.4 i. 1 I5} ! 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IA 3/4n:_1I_ FiEui c15E-nK Nl SLo E4 ;r[r_ z 1 11 �. I..zTC II•h t n g -. ! Additions and Renovations to --- -- - --` --.--- 3The Home of Parker and Marta Koopman KRO ASSOCIATES ARCHITECTS Barnstable Road, Hyannis, MA 02601 97 Van Duzer Road, Cummaquid, MA 508-778-6060 fax 508-778-2558/�310 en M.Shuman,RA Alice L_Oberdorf,RA 3 .z.u- "lw 4 DE1 If 14 yi:1« r—re6iG1.�TLP firnliu�h. / ---—t SttrfiL - _rt TK3 oN Ixa FQ3UP-1, � � �-.--7.. - ------- - - - - 4a9 G¢ Y£ - --- - - - - Wk'f.E GcLd� 11MiClkh I I i i �W SST L.lrVp"(I p nl �3Ck,1`I' EE VGT I t,N F�` � P•• i Ps ------- LI �' li L_ I ' J o¢ z T71 IAA; 0r3 lit v3 - I a - 6 �X-(jr�lo2-.-.�I.�:VGT...fi fJh_ CDPDGZ- RAi�tTir,.rJ Additio-ns and Renovations to The Home of Parker and Marta Koopman AKRo AssouArEs AREHIrFcrs 310 Barnstable Road, Hyannis, MA 02601 97 Van Duzer Road, Cummaquid, MA tel. 508-778-6060 fax 508-778-2558 3 �•� Steven IN_Shuman,RA Alice L.Oberdorf,RA Z. 7Y'J .. �t _ _ - - — - - - ' Li .-� - �.` L.•I is ChJ ......... Additions and Renovations to _ 5}ICN/1`.1.'v,`�.GL� .CGF GLiIYI[�ti r'; sueE:;Y:`=7_.0° ewncum er wuwxm 5 The Home of Parker and Marta Koo roan Alt, p AKRO ASSOCIATES ARCHITECTS 9 7 Van D u ze r Road, C u m m aq u i d, MA 310 Barnstable Road, Hyannis, MA 02601 y lei. 508-778-6060 fax 508-778-2558 0 �� Steven M.Shuman,RA Alice L.Oberdorf,RA of 5 1 y I . W' IL Fy�7f�Nc,. e£57DF:�?LC�i� i LI cc�.:ceeoca� 1�� e+ �� �`�v�`�` _ an 1( r �✓�'f.l; 7��S.46- ..--- --- r - 7 �o - •- _ Deus .. __ .� .— 1r- -- - l0'f 'Ye. UN£- GF411 ' .. -. - . : i i - -- -- -- _-- mn- C" VA Pj R G I F R. C' 0 4, i, 1 Additions and Renovations to � ewe:d?N F''� ,wnovm er ow�xw er ome of Parker and Marta Koopman The H AFRO ASSOCIATES ARCHITECTS - - --- L 97 Van Duzer Road, Cummaquid, MA 50 3'Ifl Barnstable Road, Hyannis, 025 � tel. �68-778-6050 ' fax 508-778-2558 Steven M.Shuman,RA Afrce L_oberdorf,RA 4 a � oz .• '; / �""-_� � �, �.-,. erg.`1•` q , r - � iL El H El 6 pfCdPt�i E:G tW- Im �7�SrJ(Fl. iEYi�Tlr�r- ---- PtrlF� � YoS� LfyrafinN �'t=f.y �lo2rl? E.�.vh?Y�:ti l' t ? S OS- 0 ?? +- µt i j El El El 11 n L- Additions and Renovations toxTE�snThe Home of Parker and Marta Koopman AKRO ASSOCIATES ARCHITECTS 97 Van Duzer Road, Cummaquid, MA 3l. Barnstable Road, Hyannis, MA 02601 tel. 508-778-6060 fax 508.778-2558 Steven M.Shaman,RA Alice L Oberdorf,RA �� ✓.. 2"'; 7VI. 4�ft 71; 17 Lj F::9: ..... I z m 71 • ------------- ------------ drR6 '06"V".. J ram,...- .-...` Y.2 SAIJAs 6�d•C 2 v�G�G%11rG' _ f. 02 XS ha n�c's NA4r4�' r -- .41 x6F/ui'ea.srs 6° �i rar/� �� �1)l4/ OICIOA 6 E�rs:iuc /G oc .1i'7 !JLvsu-h—Trrr rT4 rCN _._ Ky r�5 S rAN� 421 oC� I I ,��/.// o ,�/c✓c-��-�r�-arc , �S"�yff�So•�Yru6P �' I � jcvT/N�i iI 183 LONGVIEW DRIVE Cc SCALE: Oi APPROVEDBY: DRAWNPA1 "'� s SON CENTERVILLE, MA. 02632 �y' DATE: S UC REVISED , 771-1410 ILDINU & OD .:.. :. ,. - .. .. DRAWING NUMBER .-:.. .. tsu m REm mEL IN LICENSE # 006653:. "'LAND REPROGRAPHICS b SUPPLY CO. JOB NO. B05-13 NOT TO LEGEND ALARM &, PUMP^NOTES Koopman.dwg SCALE Van, DuxerRd. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. ALARM TO BE WIRED BY ELECTRICIAN ON MOTES TH 1 TEST HOLE LOCATION NUMBER 2 CAR GARG. SEPARATE CIRCUIT FROM PUMP: storage above 2. ELECTRICAL WORK TO BE INSPECTED BY 1• LOCUS I5 A.M. 352, PARCEL 60 & 12. - -- ESTIMATED WATER LINE LOCATION 1. NO RESERVE AREA IS PROVIDE. 310 CMR 15.248. (Open ) BRDM y WIRING INSPECTOR 2. ELEVATIONS SHOWN ARE TOWN GIS0.3 o point Rd' s ESTIMATED LOCATION UNDERGROUND ELECTRIC 3. LOCUS IS IN FLOOD ZONES C, A4 EL:12'I, AND V4 EL:14 ON FIRM DATED JULY 2 1992. Natb°r � 3. ALARM TO BE LOCATED !N HOU SE. SE. ( ) _l-__ 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED) ! GAS LINE MARKINGS �"" 4. PUMP TO BE CAPABLE OF PASSING 5. MUNICIPAL WATER 1S AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER. EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) ' ;BATH 1-1/4 SOLIDS AND INSTALLED IN STRICT 6. COMPONENTS TO BE AIASHTO H-10, UNLESS NOTED. m i • -, L_ � CONFORMANCE WITH MANUFACTURERS � EXISTING CONTOUR 7. INLET TEE TO PROJECIT DOWN 13 OUTLET TEE DOWN 14 . a ^ SPECIFICATIONS, � m PROPOSED CONTOUR BDRM BDRM I„ 1 HP PUMP OR 8. IF TWO OR MORE LINE'S, WATER TEST D-BOX FOR EQUAL FLOW A --8"" BRDM 5. USE MEYER SRM4, 4/ 0 D--BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET, 6 EQUIVALENT, r UTILITY POLE IF SHOWN BRD;';' / U lL 1 ( PT F MP NTf` NOT T X 9. DEPTH 0 CO ONE S 0 0 EXCEED 3 VENTING MUST PROVIDED.OR VE G S 6. TO PROVIDE FOR EASY AND SAFE U BE EXISTING DRAINAGE CATCH BASIN MAINTENANCE OF PUMP: BUILD UP COVERS: 1 IOVER PUMP TO GRADE, 2 OVER SEPTIC TANK WITHIN 6" OF GRADE. LOCATION MAP .; , °� 10. STONE TO BE DOUBLE: WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. FENCE (IF SHOWN, NOT ALL SHOWN) -PROVIDE UNION/DISCONNECT IN 2 PVC BENCH MARK--TOP CENTER OF LINE AT TOP PUMP CHAMBER SO PUMP 11. IF UNSUITABLE SOILS,- OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, w, _ BATH NOT `A SHOWN) CONC. BOUND=19.75 TOWN GISf0.3 V M TREE IF .SHOWN 0 ALL S L R F TAN N F H K TACT TH A HEALTH, R.J. { CAN BE REMOVED FROM -TOP 0 CO E BOARD 0 E L OR ,.J. RECOMMEND FLOAT BRACKET AT COVER SO 12. IF AN OVERDIG IS CALLED FOR BELOW FILL MATERIAL FOR 5' AROUND AN TEST HOLE 0 U D D UNDER LEACHING - ENTRY UNINSU�- FLOATS CAN BE ADJUST./REPLACED FROM TOP. IS TO BE CLEAN GRAF'14ULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet) STC} : LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 0 20.3 r N/F KITC DINRM 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. Fill GRAMSE \ PROPOSED 1 �00 GALLON 15 , B layer10 5 $ - SR PUMP CHAMBER RAISE GRADE 9 OVER SOUTH - TEST HOLE DATE: November 29, 2005 sndy loom FIRST FLOOR CORNER OF LEACHING, AS . PERFORMED BY: Ron Cadillac, Soil Evaluator 36" 15q gravel 17.3 - MAKE WATER TIGHT SHOWN. WITNESSED BY: Donald R. Desmarais, Inspector P FLOOR PLC COVER TO GRADE I'ERC RATE: <2'-00" Inch C } ,.,t`' r 21.38E ( layer) z NOT TO SCA: Recommend FI©at SOIL SURVEY(1993): Eastchop loamy fine sand Q R S DRLLL 3 8 WEEP VENT HOLE C1 layer 10yr 7/1 J N�F f r � To Exist Found. GEOLOGIC MAP 1986 : Cape Cod Bay lake deposits replacable from top p ( ) P Y P .. - silty clay loam C. & L. DUNN Invert 19.05 Invert 18.25 � ,�. � , 3 ,� 63. Quick Disconnect Use .Gas Baffle gg :.._ . 14.3 p / PROP---REPLUMB 6 invert 19,73 perched water L qo 3s)) Invert 18.23 Union „ 12 CULTEC C-4 UNITS ALARM 22. S=1 �4 �ft see detail Proposed 20,11--No pea stone „ Check Valve 7f 9a min. cover 178 5.5 ON 15, C2 layer Gley N5/ 9F 1 P { Prop. Use Filter Cloth y _` 1, clay OFF Invert 18.50 1500 Gal. S=1/$ /ft min. _�____- Inspection Port P L O:T .' 7 262 -1.5 Septic Tank Proposed P � ----------------/ LOT 204 - _ Sanitary 3 Bottom 13.73 6 STONE UNDER \�l Bottom 14.00 Tee Pr sedTEST HOLE 2 O / I °p° Invert 19.90Invert 19.659.4 i ry O ; 6 Stone or compact Proposed 5 Bottom level REPLUMB SEWER PIPE TO EXIT P p Proposerd >O. f :. / » i I I , 8 DEPTH (inches) ELEV. feet r C N�F O _' TF# FOUNDATION WITH CENTER 30 I I i , , Iv (20.3 ) 4 f � 3 ,. BELOW TOP FOUNDATION. c2 TH 314.4 - - B. 8c A. DUNK 3 _ �, :. +t / 8 3 .. v. Fill { DESIGN DATA �\� _�` l•. '."-i - YI w P ,+ N F GRAMSE BEDROOMS: 5 r.,"+. ., ,,: \ .. .�• - - 20 _- _ 18.6 BENCH MARK---TOP SPIKE SET °'. .. � : ,_;.. ' ���•`- / GARBAGE GRINDER: No h,`, - LEACH ..AREA it DOWN 1 = 21.29 TOWN GISt0.3 .,.�- �. ; r.,...:.' 1p .:., m.,;r; ,:; '..::• �-: \ , - REQUIRED CAPACITY: 550 GPD % :: (49��-9" OFF FRONT CORN, GARAGE ON RANGE.LINE) ., 3�) ;; ;.. e1 USE 12 CULTEC C-4 UNITS AS SHOWN .; \ ,. SEPTIC TAN A , SE C K. 1500 GAL. 4$ C1 layer 7.5yr 5/6 .�a WITH 4 OF STONE ALL AROUND TO y BOTTOM LEACHING AREA: 768 SIF .. zt / , X 8 1 2 DEEP coarse sand �, 24 X MAKE A 32 X 24 / I1 - A H A w 25� ravel _. S e LE C REA. USE 4 PERFORATED PIPES / g P� SIDE LEACHING AREA: 0 S.F.. N � _ SET LEVEL BETWEEN N T, HUMPS HE I K U S 0 3 ., clean �, •.:. �,::.. [NONE] 3 5 a. N - C 4 UNITS, AS SHOWN CAP ENDS. SEE 1, ;. <�_ out `u.� �� 3S)) ,,. n., , . _, o, 6 72 14.3 � � - :. •.. ♦ DESIGN CAPACITY. 568 GPD- __ a ) PIPSPACING O E DETAIL. , !y s .3 C2 layer 10 7 1 p _ , c ��° 3 768 SF X .74 GPD SF Y Yr / O S z + I, `. D .�_ � 4 silt clay loom ; w . .. ti f Y Y m •, \ `�.,, PUMP CHAMBER STORAGE CAPACITY. 550 GAL. ; } ,; no water Dc j / y 172 6.0 - \ DOSES PER DAY. > 4 I / p PERFORATED o ,\ _ _ , ' - � ��-�� 5 REMOVAL W BARRIER f TEST HOLE 3 ,.. r .. „ P T PIPE \ a D0 5 ALL AROUND REMOVAL DOWN 20 f - ,� DEPTHInches .ELEV. feet (inches)I, LEVEL BE \ ( ) .; �:.,.._.� TO COARSE- SAND. IMPERVIOUS U E OUS , USE R ,...:.. --.,.4 P d I TWEEN HUMPS ,\ BARRIER AS SHOWN ON . SOUTH CORNER � 0 20.4 OF OVERDIG BARRi ( �_R SHOWN DARK BLUE). Fill 3 DEEP IMPERVIOUS -PIPE SPACING BARRIER--60 L.F. 0 O�, , 40 MIL POLYETHYLENE \ti + :. R.J. CADILLAC TO INSPECT 15 19.15 DETAIL ** F PRIOR TO BACKFILL. (MILLER BREAKOUT ) Y- , ' .... .. o TOP BARRIER=TOP _..- f PEASTONE=20.11 GRADE / + -. , „EL 1 =10 ,,` 48 C1 layer 7.5yr 5/6 ABOVE BARRIER=20.4 MIN. =fu' ** BARRIER IS STIFF N F BETTI & OBTAINABLE FROM / + + + n - coarse sand MILLER ENVIRONMENTAL w/15 ' gravel 508-697-3710. LOT 36 72s' 14.4 C2 layer 10 7 1 Y Yr / siltyclay loam m A N-- TH F Y 4 M R SOU CORNER BENCH E o no water . CONC. STOOP=21.74 TOWN GISt0.3' 156" 7.4 I IT PLAN SITE TOTAL FOR ACRES THIS PLAN IS A VALID COPY ONLY IF IT BEARS ' PARKER M . KOOP.MAN AN ORIGINAL RED STAMP AND SIGNATURE. LOTS 20, 36, & 79, 97 VAN DUZER ROAD , � r - e- t �•• -�T J MA � , -- - � � , = CUMMAQUID (BARNSTABLE), , r I 0,,> _�; , 1 JAN U AR Y 26, 2006 SCALE: 1 = 30 -� RONALD J. CADILLAC PLS RS h:J. r Z \ ' PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 S s 9 WEST YARMOUTH, MA 02673 see s� 0 _ I 8 __ 508 775-9700 O, REVISED 3/21 /06 REVISED PUMP DRAW @2006 BY R.J. CADILLAC HEALTH AGENT APPROVAL DATE F REVISED 3/15/06 -- LEACH AREA PAGE 1 OF 1