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HomeMy WebLinkAbout0092 ACRE HILL ROAD "/ © �✓' e t 'i 4 p �� i s" , 0 fl Q Town of BarnstableBuilding s sex�rsre.�e Post This Card.So That it is:Visible From`the Street ' Approved Plans Must tie Retained on Job and this Card ' Must be Kept ` Posted Until Final Inspection Has Been Made - ;G w Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a=Final Inspection has been made. Permit-�`� Permit No. B-20-1041 Applicant Name: Paul Swanson Approvals Date Issued: 05/28/2020 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 11/28/2020 Foundation: Residential Map/Lot: 297-059 Zoning District: RF-1 Sheathing: Location: 92 ACRE HILL ROAD, BARNSTABLE t �" Contractor Name:,.� Framing: 1 Owner on Record: SWANSON, PAUL W&JANE C Contractor.License: 2 Address: 92 ACRE HILL ROAD iF Est. Project Cost: $30,000.00 Chimney: Barnstable, Massachusetts 02630-1529 Permit Fee: $253.00 Description: Construct new free standing barn Fee Paid:' $253.00 Insulation: Project Review Req: Date.. F' 5/28/2020 Final: i Plumbing/Gas Rough Plumbing: Building Official w� This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and st ructuresshall 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 "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) 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 MG c.142A). Final: �r Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �tT Town of BarnstableBuilding .ntik3►wese PostThisrCard So That�t is Visible=from the Street Ap'proved'Plans Must be`Retamed on:Job and this Card Must be Kept a Posted,Until:fmal Inspection Has Been Made F ° Where a Certificate'of Occupancy is Required,such Bu .l,drng shall Not be Oecupied..until a Finala`n"s`pection has been made. ' Permit Permit No. B-19-4249 Applicant Name: W. Ray Colwell Approvals Date Issued: 12/26/2019 Current Use: Structure Permit Type: Building- Insulation-Residential Expiration Date: 06/26/2020 Foundation: Location: 92 ACRE HILL ROAD, BARNSTABLE Map/Lot: 297-059 Zoning District: RF-1 Sheathing: Owner on Record: SWANSON, PAUL W&JANE C Contractor Name: 5C Energy Framing: 1 Address: 92 ACRE HILL ROAD Contractor License: 19,4390 2 BARNSTABLE, MA 02630 Est Project Cost: $5,154.00 Chimney: Description: Insulation;See Contract Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid'` $85.00 Date. 12/26/2019 Final: Plumbing/Gas Rough Plumbing: ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterJssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for whkh i is 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. r 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 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: "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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: En-►A ZsL- SST Town of Barnstable Building Post This Card So That it is Vlslble from the Street, Approved;Plans Must be;Retalned on Job and this Card Must be Kept * •ARNtTfAr3TJS, •- '�' c • a Posted Unt�Il Final�lnspec Has Been Made �. r� �a ° W,here a Certlficat Hof Occupancy ins Required;suchBulldingshall Not be Occupied unt lya Fnallnspectlon,has been made Permit Permit No. B-18-4098 Applicant Name: DAVID L. KENNEY Approvals Date Issued: 12/18/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 06/18/2019 Foundation: Location: 92ACRE HILL ROAD, BARNSTABLE Map/Lot 297-059 Zoning District: RF-1 SheathingG�` p Owner on Record: SWANSON, PAUL W&JANE C Contractor Name:'`�.DAVID L KENNEY Framing: 1 Address: 92 ACRE HILL ROAD Contractor Licensee CS=089280 2 BARNSTABLE, MA 02630 Este Project Cost: $25,000.00 Chimney: Description: New 14x16 One Story Addition to Rear of 1978 2606.'Cape. New Permit Fee: $ 177.50 Space will be the Kitchen and Old Kitchen wiIFbe 4 Dining Area. .' Insulation: ti Fee Paid $ 177.50 Project Review Req: i. g ,' Date 1 12/18/2018 Final: Plumbing/Gas Rough Plumbing: 77 v - Building Official Final Plumbing: �e Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorzed bytthis permit is commenced within six months afters 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. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoningaby�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 mspection for the entire duration of the Electrical work until the completion of the same. x. Service: The Certificate of Occupancy will not be issued until all applicable signatures byJthe Building and Fire Officials are provided on;this permit. Minimum of Five Call Inspections Required for All Construction Work=` Rough: 1.Foundation or Footing T 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7:Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT -' ... 0 Application Number.................. .............. ..... .. BARNs�. C Peenniit FeeCL ......... ./21'.............C)gb=Fee.. .. ......... MASS. � o, VT1- Total Fee Paid..........: � ...sb..................... ARNSTA -LE Pm7nit valby.. ................::on. .............�.... TORN OF B m BUILDING PERMIT MV.... .. ............p ........... .... .............. APPLICATION Section 1—Owner's Information and Project Location Pmj ect Address 9 2 A c AC 14i t-&- Village .6 4,a4 s-r,4 6 r 1/1 c.t.A4 c Owners Name P.4 vc. t TAAIC sW*6606-1 Comers Legal Address 9 2. 4cA t City State,,, N4 Owners Cell-# .Soe- E-mail Section 2—Use of Structure Use Group Commercial Structure over 35,000 cubic feet ❑- Commercial Structure under 35,000 cubic feet L7 Single/Two Family Dwelling Section 3—'hype of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory structure ❑ Change of use ElDemo/(entire structure) ❑ Finish Basement [IFamily/Amnesty El Fire Alamiz ® C Rebuild ElDeck Apartment ❑ Sprinkler S`Yster qn Addition ❑ Retaining wall ❑ Solar w ET > -2 G 3 Renovation ❑ Pool ❑ Insulationco Other-Specify r � , Section 4-Work Description m �w 14x! . 0W S*+-O. ADD/Rost To 4c4it of 1916 26'x36� c�PE, N��✓ .SPACE WILL- �E TFl*E K ITC-�i � , D�D �'JT�MF.�! w/LL BE A D Al Ake* T Act nndmd:219201 8 Application Number.................................................... Section 5—Detail Cost of Proposed Construction 2 000.oo Square Footage of Project Age of Structure: 49 Year,( Dig Safe Number �# Of Bedrooms Existing 3 Total# Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors ❑ Plumbing Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ` ❑Add/relocate bedroom Water supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal '❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8—Zoning 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 ti >t ;Regwred Proposed " Side Yard Required. Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last imdate8 n2018 Y V .. HEATLOK Joe. 02�- , '21"I"'i 'l- Company Name Cape Cod insulation Phone Number' 5,08-775-1214 Applicator Name Zak tau Installation.Date 815-2019 Jobsite Address; 92 Acre Hill Rd. Barnstable MA A-Side Lot #'s, GE018379 Permit :Number B-Side Lot #'s P3570431218 WaliS _ Attic FLOOR 4,.5" R-30 . 225 4DEMILEC a �* .6 AGRIBALAN i Company Name Cape Cod Insulation; Phone Number - 508-775-1214 Applicator Name Qm �u Installation Date 6-15-2015 Jobsite: Address 92 Acre Hill Rd. Barnstable MA A-Side Lot #'s GE018379 Permit Number B-Side Lot #'s P12455502919 Mal Walls Attic Cathedral Ceiling 8.5" R-38 250 ®Boise Cascade Double 1-3/4 x 9-1/2 VEkSA-LAM® 2.0 3100 SP Roof Beam\Beam01 Dry 1 span No cantilevers 0/12 slope December 15, 2018 12:45:04 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam01 - Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State„Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 ---�o 12 eiu �„ 14-03-08 BO B1 Total Horizontal Product Length=14-03-08 Reaction Summary (Down/Uplift) (Ibs) Bearing Total BO, 3-1/2" 2,664 B1, 5-1/2" 2,726 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Load Unf. Area (lb/ft^2) L 00-00-00 14-03-08 15 30 08-02-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,805 ft-Ibs 54.9% 115% 4 07-00-12 End Shear 2,255 Ibs 31% 115% 4 01-01-00 Total Load Defl. U277 (0.592") 65% n/a 4 07-00-12 Live Load Defl. U427 (0.385") 56.3% n/a 5 07-00-12 Max Defl. 0.592" 59.2% n/a 4 07-00-12 Span/Depth 17.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 2,663 Ibs 51.2% 29% Spruce Pine Fir B1 Wall/Plate 5-1/2"x 3-1/2" 2,726 Ibs 33.3% 18.9% Spruce Pine Fir Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. OF For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. PAULW. SWAN&G-11 Notes �TRIJCWRAL ; Design meets Code minimum (U180)Total load deflection criteria. pNo'.35334 Design meets Code minimum (U240) Live load deflection criteria. . Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. n BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. 121�slZ°�8 L�-¢.�,,►s D/- 01 Page 1 of 2 E ®Boise Cascade Double 1-3/4" x 9-1/2"' VERSA-LAM® 2.0 3100 SP Roof Beam\Beam01 Dry 1 span No cantilevers 1 0/12 slope December 15, 2018 12:45:04 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam01 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by'anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=5-1/2" (800)232-0788 before installation. b minimum = 3" d =24" BC CALCO, BC FRAMERO,AJSTA°, Member has no side loads. ALLJOISTO,BC RIM BOARD-,BC10, Connectors are: 16d Sinker Nails BOISE GLULAMTm,SIMPLE FRAMING SYSTEMS,VERSA-LAM@),VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 2 x 10'SPF #2 Roof'BeamlBeam02 j Dry 1 span No cantilevers 1 0/12 slope December 15, 2018 12:45:05 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam02 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5860 12 06-09-00 BO B1 . Total Horizontal Product Length=06-09-00 Reaction Summary (Down I Uplift) (lbs) Bearing Total BO, 3" 2,322 B 1, 3" 576 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf. Area:lb/ft^2) L 00-00-00 06-09-00 15 30 02-00-00 2 Beam01 at bearing ... Conc. Pt. (lbs) L 00-09-00 00-09-00 955 .1,771 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,560 ft-lbs 26.3% 115% 4 00-11-07 End Shear 1,763 Ibs 40.9% 115% 4 01-00-04 Total Load Defl. U999 (0.025") n/a n/a 4 03-00-08 Live Load Defl. U999 (0.016") n/a n/a 5 03700-08 Max Defl. 0.025" n/a n/a 4 03-00-08 Span/ Depth 8.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3"x 4-1/2' 2,822 Ibs 28.8% 49.2% Spruce Pine Fir B1 _ Post 3"x 4-1/2' 576 Ibs 5.9% 10% Spruce Pine Fir Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability Will not occur. For roof members with.slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Distributed side-load exceeds allowable magnitude for connection design. Please consult a technical representative or Professicnal Engineer for the design of the.connection. Notes Page 1 of 2 ®Boise Cascade Triple 2 x 10_,SPF #2 Roof Beam\Beam02 Dry 1 span No cantilevers 1 0/12 slope December 15, 2018 12:45:05 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam02 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5860 Design meets Code_minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. . output as evidence of suitability for p BC CALL®analysis is based On IBC 2009. articular application.Output here based on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the Installation of Boise Cascade engineered output shown above. All other support and design for these products, Including but not wood products must be in accordance with current Installation Guide and applicable limited to notching, connections, installation, and engineer/architect certification is the building codes.To obtain Installation Guide responsibility of the project's design professional of record. or ask questions,please call (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARDTM',BCIO, BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. ©Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SIB Floor Beam\Beam03 Dry 1 span.( No cantilevers 1 0/12 slope December 15, 2018 12:45:05 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam03 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 s A 1 � 211 IW 1 ft Vi Oft .. Mom . ..a.�.,ia !... ,. 16-04-00 BO B1 Total Horizontal Product Length=16-04-00 Reaction Summary (Down / Uplift) (lbs) Bearing Total BO, 5-1/2" 9,634 B1, 5-1/2" 9,634 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf. Area (Ib/ft12) L 00-00-00 16-04-00 40 12 06-06-00 2 Wall Unf. Lin. (Ib/ft) L 00-00-00 16-04-00 80 n/a 3 . Ceiling Unf. Area (Ib/ft12) L 00-00-00 16-04-00 10 10 10-00-00 4 Upper Roof Unf. Area(Ib/ft^2) L 00-00-00 16-04-00 15 30 13-00-00 5 Beam01 at bearing ... Conc. Pt. (Ibs) L 08-02-00 08-02-00 955 1,771 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 40,268 ft-Ibs 62.5% 115% 3 08-02-00 End Shear 9,157 Ibs 96% 115% 3 00-05-08 Total Load Defl. U399 (0.467") 60.1% n/a 3 08-02-00 Live Load Defl. U728 (0.256") 49.4% n/a 6 08-02-00 Max Defl. 0.467" 46.7% n/a 3 08-02-00 Span/Depth 11.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 9,633 Ibs 78.5% 44.5% Spruce Pine Fir B1 Wall/Plate 5-1/2"x 5-1/4" 9,634 Ibs 78.5% 44.5% Spruce Pine Fir Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load.deflection criteria. Design.meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM(E) 2.0 3100 SP Floor Beam\Beam03 Dry 1 span No cantilevers 1 0/12 slope December 15, 2018 12:45:05 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam03 Address: 92.Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 Notch/Bevel Cut Details Disclosure Location Type Dimensions Design Depth Completeness and accuracy of input must 02-02-00 Bevel -Top Heel Depth: 6-1/4", Bevel Slope: 4.5/12 8-5/16" be verified by anyone who would rely on 14-02-00 Bevel-To Heel Depth: 6-1/4", Bevel Slope: 4.5/12 8-5/16" output as evidence of suitability for p p p particular application.Output here based on building code-accepted design BS properties and analysis methods. BS Installation of Boise Cascade engineered 2 wood products must be in accordance with 12 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call HD (800)232-0788 before installation. HD BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCI@, BOISE GLULAMTm,SIMPLE FRAMING SYSTEMS,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Cascade Wood HD=Heel Depth HD=Heel Depth Products L.L.C. BS=Bevel Slope BS=Bevel Slope Connection Diagram y�{b d a 0 0 c e �• e 0 0 0 a minimum =2" c= 11" b minimum = 3" d =24" e minimum = 3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails ®Boise cascade Triple 2 x 10,SPF #2 Ffoor Beam\Beam04 8139-- Dry 2 spans Right cantilever 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report IBM Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam04 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5860 6 12-00-00 02-00-00 BO 131 Total Horizontal Product Length=14-00-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Total BO 304 B1, 5-1/2" 3,504 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area,(lb/ft^2) L 00-00-00 14-00-00 40 12 01-04-00 2 Beam02 at bearing ... Conc. Pt. (Ibs) R 00-00-00 00-00-00 1,005 1,818 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 555 ft-Ibs 10.8% 100% 2 03-10-03 Neg. Moment -5,696 ft-Ibs 96.2% 115% 4 12-00-00 End Shear 309 Ibs 7.2% 115% 4 00-11-04 Cont. Shear 2,848 Ibs 66.1% 115% 4 13-00-00 Total Load Defl. 2xL/235(0.204") 76.7% n/a 4 14-00-00 Live Load Defl. 2xU343:(0.14") 70% n/a 11 14-00-00 Total Neg. Defl. U758 (-0.188") 31.6% n/a 4 07-00-13 Max Defl. -0.188" 18.8% n/a 4 07-00-13 Span/Depth 15.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x 4-1/2" 304 Ibs n/a 8% Hanger BO Hanger Uplift 2"x 4-1/2" 324 Ibs n/a 8.5% Hanger B1 Wall/Plate 5-1/2"x 4-1/2" 3,504 Ibs 25.1% 33.3% Southern Pine Cautions Uplift of-324 Ibs found at span 1 - Left. Distributed side-load exceeds allowable magnitude for connection design. Please consult a technical representative or Professional Engineer for the design of the connection. Notes Page 1 of 2 Boise Cascade Triple 2 x 10•SPF-#2 Floor Beam\Beam04 1318111-- Dry 12 spans I Right cantilever 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam04 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5860 Design meets Code minimum (2xU180) Total load deflection criteria. Disclosure Design meets Code minimum (2xL/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for BC CALCO analysis IS based on IBC 2.009. particular application.Output here based Y on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the Installation of Boise Cascade engineered output shown above. All other support and design for these products, including but not wood products must be in accordance with current Installation Guide and applicable limited to notching, connections, installation, and engineer/architect certification is the building codes.To obtain Installation Guide responsibility of the project's design professional of record. or ask questions,please call Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at (800)232-0788 before installation. ends. BC CALCO, BC FRAMERO,AJSTm, ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAMTm,SIMPLE FRAMING SYSTEMO,VERSA-LAM@,VERSA-RIM . PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. II ®Boise cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam05 Dry 12 spans I Right cantilever 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam05 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 4 i i � l i Ill 2 ' 11 i i 11 l i 1 . nor A 12-04-00 02-00-00 BO 131 Total Horizontal Product Length=14-04-00 Reaction Summary (Down/ Uplift) (Ibs,) Bearing Total BO, 7-1/4" 11,647 B1, 5-1/2" 2,632 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 14-04-00 40 12 01-00-00 2 Roof Unf. Area (lb/ft^2) L 00-00-00 14-04-00 15 30 05-00-00 3 Wall Unf. Lin. (lb/ft) L 00-00-00 14-04-00 80 n/a 4 Beam03 at bearing ... Conc. Pt. (Ibs) L 00-04-00 00-04-00 2,940 4,376 4,070 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,424 ft-Ibs 35:5% 115% 4 06-04-04 Neg. Moment -653 ft-Ibs 4.3% 115% 5 12-04-00 End Shear 1,610 Ibs 22.8% 115% 4 01-04-08 Cont. Shear 1,653 Ibs 23.4% 115% 6 11-04-00 Total Load Defl. U486 (0.291") 49.4% n/a 4 06-04-04 Live Load Defl. U1,037 (0.136") 34.7% n/a 19 06-04-04 Total Neg. Defl. 2xU320 (-0.15") 56.3% n/a 4 14-04-00 Max Defl. 0.291" 29.1% n/a 4 06-04-04 Cant. Max Defl. -0.15" 15% n/a 4 14-04-00 Span/Depth 15.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 7-1/4"x 3-1/2" 11,647 Ibs 81.2% 61.2% Southern Pine B1 Wall/Plate 5-1/2"x 3-1/2" 2,632 Ibs 24.2% 18.2% Southern Pine Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design meets arbitrary(1") Cantilever Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Page 1 of 2 ®Boise cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam05 Dry 2 spans Right cantilever 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam05 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. 1 Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 2" c= 5-1/4" (800)232-0788 before installation. b minimum = 3" d =24" BC CALC®, BC FRAMER@,AJSTM', Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOISTO,BC RIM BOARD-,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. ®Boise cascade Triple 1-3/4" x 9-1/2"'VERSA-LAM® 2.0 3100 SP Floor Beam\Beam06 Dry 13 spans Left& Right cantilevers 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 wSx�8- SEA Job Name: Swanson Residence Description: Designs\Beam06 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 V. -Te VJIV. - � C,�tSx9 5s) ^ Zs, 9 ,h� ws� � - 61.9 /�•¢ ?} 25.9 ;.►� oK 9 r2 4 6 5 `, 02-06-00 11-04-00 02-06-00 61 132 Total Horizontal Product Length=16-04-00 Reaction Summary (Down / Uplift) (lbs) Bearing Total _ B1, 5-1/4" 9 352 B2, 5-1/4" 8,674 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1 st floor Unf. Area (lb/ft^2) L 00-00-00 16-04-00 40 12 08-02-00 2 Wall Unf. Lin. (Ib/ft) L 00-00-00 16-04-00 120 n/a 3 Roof Unf. Area.(lb/ft^2) L 00-00-00 16-04-00 15 30 02-00-00 4 Beam05 at bearing ... Conc. Pt. (Ibs) L 00-00-00 00-00-00 329 1,451 1,233 n/a 5 Beam05 at bearing ... Conc. Pt. (Ibs) R 00-00-00 00-00-00 329 1,451 1,233 n/a 6 Beam04 at bearing ... Conc. Pt. (Ibs) L 07-00-00 07-00-00 433 1,381 2,123 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,284 ft-Ibs 46.9% 115% 23 07-00-00 Neg. Moment -8,281 ft-Ibs 34.4% 115% 21 - 13-10-00 Cont. Shear 4,790 Ibs 44% 115% 29 03-06-02 Total Load Defl. U526 (0 259") 45.7% n/a 23 07-11-05 Live Load Defl. 2xU446 (-0.135") 80.7% n/a 38 00-00-00 - Total Neg. Defl. 2xU476 (-0.126") 50.4% n/a 3 00-00-00 Max Defl. 0.259" 25.9% n/a 23 07-11-05 Cant. Max Defl. -0.126" 12.6% n/a 3 00-00-00 Span/Depth 14.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B1 Post 5-1/4"x 5-1/4" 9,351 Ibs 0.7% 45.2% Steel B2 Post 5-1/4"x 5-1/4" 8,673 Ibs 0.6%. 42% Steel Notes Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2"'VERSA-LAM® 2.0 3100 SP Floor Beam\Beam06 Dry 3 spans I Left& Right cantilevers 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam06 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets User specified (2xL/36Q Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum Total load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Cantilever Maximum Total load deflection criteria. output as evidence of suitability for . Calculations assume member is full braced. particular application.Output here based Y on building code-accepted design BC CALCO analysis is based on IBC 2009. properties and analysis methods. Design based on Dry Service Condition. Installation of Boise Cascade engineered Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at wood products must be in accordance with ends. current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call Connection Diagram (800)232-0788 before installation. y;{b d BC CALCO, BC FRAMER@,AJSI a ALLJOISTO,BC RIM BOARDTm,BCIO, • • • BOISE GLULAM- SIMPLE FRAMING o o SYSTEM@,VERSA-LAM@,VERSA-RIM c PLUS@,VERSA-RIM@, • + • VERSA-STRAND@,VERSA-STUD@ are e o 0 o trademarks of Boise Cascade Wood Products L.L.C. a minimum =2" c=4-1/2" b minimum = 3" d =24" e minimum = 3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP F1'oor Beam\Beam07 Dry 11 span I No cantilevers 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 V G �� �«!' Job Name: Swanson Residence Description: Designs\Beam07 VSe. S kA� Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: WSX Wrr- Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 �� ���. S S c!►.��, CS.ZS Alt .&7:F 1, k"FN z- G1.9 r'hf > 50,501 f� i I i 0 i � I y° F z` z s r s a WA u a, 14-06-00 BO 61 Total Horizontal Product Length=14-06-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Total BO, 4-1/2" 5,127 B1, 4-1/2" 5,847 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf. Area (lb/ft^2) L 00-00-00 14-06-00 40 12 1-3-00-00 2 Wall Unf. Lin. (lb/ft) L 11-00-00 14-06-00 60 n/a 3 Ceiling Unf. Area (lb/ft^2) L 11-00-00 14-06-00 10 10 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 17,368 ft-Ibs 54.4% 100% 1 07-04-10 End Shear 4,545 Ibs 38.4% 100% 1 13-01-10 Total Load Defl. U403 (0.413") 59.5% n/a 1 07-02-13 Live Load Defl. U550 (0.303") 65.5% n/a 2 07-02-13 Max Defl. 0.413" 41.3% n/a 1 07-02-13 Span/Depth 14 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support. Member Material BO Post 4-1/2"x 5-1/4" _5,127 Ibs 29.9% 28.9% Spruce Pine Fir B1 Post 4-1/2"x 5-1/4" 5,846 Ibs 34.1% 33% Spruce Pine Fir Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2009. - Design based on Dry Service Condition. Page 1.of 2 S Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam07 Dry 1 span No cantilevers 1 0/12 slope December 15, 2018 12:45:06 BC CALCO Design Report Build 6536 File Name: BC 5860 Job Name: Swanson Residence Description: Designs\Beam07 Address: 92 Acre Hill Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5860 Connection Diagram Disclosure �i b d Completeness and accuracy of input must L' be verified by anyone who would rely on a output as evidence of suitability for e O T e O • particular application.Output here based c on building code-accepted design properties and analysis methods. e e Installation of Boise Cascade engineered e 0 0 o wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 2" c=6-7/8" (800)232-0788 before installation. b minimum = 3" d =24" e minimum — 3" BC CALCO,BC FRAMER@,AJST"° ALLJOISTO,BC RIM BOARDT"',BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. - ---- --- Application Number........................................... Section-9—Construction Supervisor Name DAMP L. K9/NN6l Telephone Number 174 -3 6,5 - a 5Sv Address 3w Buck ISLAND ci>. City I, gcT-fAsmpvrii State IK4 Tap 02.6-73 License Number CS-089 2 bo License Type C 5 Expiration Date 101i4 Zo 19 Contractors Email PA v'p kf Jun!a Y 6 7 t'd 4nti4 t L_ . cam Cell# Z 7 4- Us- o 5So- 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 required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature `Date• `1 Z 1i5120l8 tSection-10 --Home Improvement Contractor' 4 T, Name VAyi p I,. K�jvAl� �' Telephone Number • '17 4,- 368 - 0550 Address 30a dvra J5. tk0- City lvesr YAawwnj State�n1 _Zip 02.6-73 WIT BA Registration Number 165466 Expiration Date Z/i JLzoao I understand my responsibilities under the rules and regulations for Home Improvement Contactors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date l Z f JS L2a 18 Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Constriction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature f f IN Date I L !5 Z016 j V • Print Name a� V waw,scsh% Telephone Number-JrD$•��-16�L E-mail permit to: pol v I ��wa ASvrtsffVC y✓'a.j. Ca M T e..s—A-4-A.mmP%n-ro Section 12—.Department Sign-Offs Health Department © Zoning Board(if required) E 4 Historic District ❑ Site Pian 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 /ow I fiV ..`w ar.s o,,, -subject roe hereby I, �� (ti , as Owner of thee-subJ property rtY Y authorize DA v t A . - L k e in n e!4 - to act on my behalf in all I matters relative to work authorized by this building permit application for: q2 'TGre 14 l l 6Ar ns+hb1Q, MA QUID (Address of j ob) .r 2 lS 20/8 / / Signature of Owner date PaA;1 w. Xws Print Name • - a, 4 I . i i _ 1 i r" Last=date&2/92018 Town of Barnstable �,i,E Teti Regulatory Services ` 110� Richard V.'Scali,Interim Director p -� J. a „� Building Division �'� 3 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 j V tL www.town.barnstable.ma.us a1 Z Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ,8 '/� - 3 O S— FEE: $ `- SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Z. /�G�e. � 1� mil• /,A"ss4vV,,& . Location of shed(address) Village Pu..i w. sog- 444 - 1 n�2 Property owner's name Telephone number �VX1 297Z5.3 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission.jurisdiction? if5 If over 1.20 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 . PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-fonns-shedreg REV:110413 Q ✓x Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-446-1042 heavy timber PaulnaSwansonStructural.com ... .. ... .... n r . x 1.6 S ...................................: ... .......... ... .......... �0�4�®t ��T1tlJ S1�/NG, r2 ... .. ... .......... 2 _ Cs�/t�«2S . �u �xa S ..... ...... ...... .. . J7 0op, (,` Gx9` � F i .. 1 _ F ........................................................:....................�........................... ...... ...... .... ...... ...... ...... ...... ...... ...... ...... ...... ...... .-.... ...... ...... ...... ..... ........................................................... ....... .............'......... F �............. _..................................................L.............i..........................!............_.............._..............i_........ ............. ..... ...... ...... ...... ...... ............................. ...... ...... ..... ...... ...... ...... .... i ............ ... ....... . ... ...i...._ ..... ........ .. ...... .. ... ..... .._ ... ... ... ...... ... :..............:..............:................................................................................................................-........... ........ ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ....... ....:.... ....: ...... .. . 4...... . .... ... ... POAN � IAlILAP ... gvr ® oo � 0k 04J . D Job Name rSkl'a Job Number �5 7 Location / Z /9'G►ZE Ol L L -AM Sheet of 2 Client By !Ws Date �o !6 Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Al E Franklin,MA 02038-2579 residential S Phone 508-446-1042 heavy timber Paul@atSwansonStructuraLcom ..........:.................................................................................................................... ...... ...... ...... ...... ...... ...................................................................................... ........................... i L� s ....................................................._... .. sl 'p .....................................: ............................ ..... ...._.................... .......................... ...... .. ........ @. . . �. QaN� .... ....... . .. ..... V5 ®. ..... Ora/®off... v5aso;...... 6 ,�aoEas . w........ .. . wDow .........................`..... . ......... . . o�C. ...Z_'d�c.q_'o /DPP ...... ...... ............................. / .... : (�. s ^ V t7 t✓o C�4 S t EL. ....._S.f�!1.1_oA�c6t......3...r....:._e�....:............:......o�......._o...... Job Name Job Number S S 9 Location Sheet z of 2 Client By ` GIl f Date fV if /6 Asiksor's map and lot-number .... * Bpi THE Sew a Permit number' 7� �/ Ep,riC SYSTEM MUST B qg ,Y...............................: WITH IN s! � YYI`;H �i0.fPI-IANCk,.Z BARNSTADLE, i House number ..............:........... .. .................................. SANITARY 16 STATE 90 039 CODE AND TOWN o a NPY Or REGUL TOWN OF BARNSTTWLTn BUILDING /INSPECTOR APPLICATION FOR PERMIT TO ........Cr IJ TQu C....... v 1ELl..l................................................... TYPE OF CONSTRUCTIONC�® ..... r ���P'�C...........................:.:............................................ ..........:.............. .............................. Q�.i: .....,9..16 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....Lcs.r... ...... .(zl ....�a.l L.....��4�} ............ 241.IT.Ale&E...............:.......................................... ProposedUse .. ..t..1.Psl...................................................................................................................................... Zoning District EcJ�.1) 1A.�ll................................Fire District ....!��l'! .!.. �� ............6...................0...... Name of Owner .. ,. ...MZ.$...QKAFRI).................Address ................................................................0................... Name of Builder .......Address w 1.pa. Nameof Architect ..................................................................Address .................................................................................... 4� FoundationU2 .. ©12E..1. .Number of Rooms ....... ......................................................... ................. .................... Cij Exterior ...241We C ...............................Roofing y.A� ..1...:..............................0.................. Floors .....W.po..L.....1..Q.. pv(L........0............................Interior .....c..:1...?`ZY.AAAR .'t................................................... Heating ...�.. ......V,16....01..I.........................................Plumbing ............�.. .......... Fireplace ...CC........................................................0..........Approximate Cost ..... 3 o cc) —......... .. ........ Definitive Plan Approved by Planning Board -----------_------_-----------19_______. Area ..... /k?.... .: ............... ..Diagram of Lot and Building with Dimensions Fee ' ... ........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ��p I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Namelco-t,4 ........... .............. ... .....0......... -77 Caswell, Mr. & Mrs. Richard 01 2066 9 1 1 2 cry .... . ......... Permit for ...... ........ single-family dwelling ............. ................................................................ 92 Acre Hill Road location ................................................................ Barnstalle ........... ................................................................... Mr.....&..Mrs......R.i.cha.r.d..Ca sell sell Owner .............. .. .. .... . . ...... . .. .... ... . . frame -Z Type of Construction .......................................... ................................................................................ 'Plot ............................ Lot ............#8................. October ,12 78 Permit Granted ........................................19 Date of Inspection ..... .......;.......19 Date Completed .....704 .........19 PERMIT REFUSED .................................................................. 19 ............................................................................... ................................................................................ .............................................................................. .............................................................................. Approved ................................................. 19 ........................;:...................................................... ............... ...... `��„�• a TOWN OF BARNSTABLE Permit No. _20660- V+Unw Building Inspector Cash OCCUPANCY PERMIT Bond yy fKdw>_- "No building nor structure shall be.erected, and no land, building or structure shall be used for a.new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to i•hr* P.. Mrc t?i rharorr ( acrr..rcal l Address r.rd- 8 Q? Acre MAI goad., Ra.rnsta:nl_o f; ,� Z ^- Wiring Inspector (! � Inspection date G 17,9 Plumbing Easpecr J Inspection date . is a. !•s-+.--, Gas Inspector l � Inspection date Engineering Department. Inspection date THIS PERMIT WILL NOT BE VALID, AND_THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. /,,. »...{, ... _...», 14 ..............................Building»Inspector l �6. } TFST Vk } WATER 4 L EAC N P T. P `7 s / r o /o �o ,; D/ST BOX �6.y C{- ��.1C mac;•.., �—.cu��_.,�_�,A�rre:=��.. >a�saa>erz�.xr�z tunax.,,�...;w.,. , o- 9 - TEST 140L ._ fn1r - OCTO 13ER //l 11776 56 ND L-)A 7.�'2NUht'T� C- ti/ r3 u/Lc7/NG S ETl3�C � �1/� MFiI/TS S CA j = D f A: 20OI /T 5 5/ D,-- /5 T2�4TE J�2 o Pc�SED SE P.T/C �5 Y5 TEM CONS T2 UC 7_/014/ SHA GONF02M TO MA SS . DE 5 i G nl FL O W Q_ SAL•/L714 Y E/V V/,2 Ow/yG-n/rA L COOS- %/TL.E Y 2EV,SED- '7-/- 7?� 13ARN5TA8 46. �-� �1 CN 2�1 TE c A ; j � .LEQU/2G-O LE�tCN �1C�4 A14ALrA/ rz.-GULAT/ONS P2O�OSGD LE 4Cf�' :4f'�.-� TOFF OF 2 „OF PE�t S 7oitic r /i✓IlCE2✓/Ouz c 0✓G /`'I AN/-TOLE CO✓E,2 Tp �X TEnID TO TO ,a2G ✓�A/T i—/�l/C�� / WJ Ti!/N /' Of . 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BARNSTABLE 6A B00g8f,' PACE" VILLAGE 5 24' N � I STAKE `r~ LANE SET Q BRAGGS N024790' — OHn W 145.00' LOCUS STAKE — ,RR r -__-- - SET MID-CAPE HIGHWAY 1 1 1 1 1 I CERTIFY TO THE BEST OF MY I I PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, LOCUS MAP' 1 I DIMENSIONS AND SETBACKS TO THE NOT TO SCALE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON 1 I THIS PLAN ARE CORRECT. 1 I RECORD LOCUS INFORMATION I I wl I CURRENT OWNER: PAUL W. & JANE C. SWANSON STAKE 51 a I SET 61 0; 1 TITLE REFERENCE: BOOK 21465, PAGE 128 W<1 `� I PLAN REFERENCE: BOOK 311, PAGE 11 V) I STAKE wl I SET ASSESSORS MAP: 297 NI '� I PARCEL: 59 �1 �? 1 ro w I n ZONING DISTRICT: RF-1 PROFESSIONAL LAND SURVEYOR DATE I o I SETBACKS: FRONT 30' I ; SIDE 15' 1 LOT 8 I N REAR 15' STAKE ,I�1 H 57,171±S.F. SET Il ' 1 MINIMUM LOT SIZE: 43,560 S.F. �I i I GROUNDWATER OVERLAY DISTRICT: GP N I I STAKE n I I SET B THE STRUCTURE IS LOCATED IN ZONE C, fw GARAGE DECK CERTIFIED AS SHOWN ON FIRM.COMMUNITY PANEL I 55.81 PLOT PLAN 250001 0005 C, EFFECTIVE DATE: 8/19/85 ^ 1.5 STORY 33.1• CAPE Z 1 f— #92 1 LOT 9 GAS I AT EXISTING / METER I 'I LOT 7 I i \DRIVEWAY I 1 11 92 ACRE HILL ROAD NOR IN F I I � BARNSTABLE STAKE r S02•47.10•E MAS SAC H U S ETTS - SET I 5 AKE 125.00' jET STATE (BARNSTABLE COUNTY) T l � ° NOVEMBER 12, 2013 3 Iq/ to O J�I m LOT 16 / LOT 15 LOT 14 Mn I �I I z IPREPARED FOR: PAUL W. SWANSON SWANSON STRUCTURAL, INC. 116 FOREST STREET FRANKLIN, MA 02038 BSC GROUP I I 349 ROUTE 28, UNIT D I I West Yarmouth, Massachusetts STAKE 02673 SET 508 778 8919 20.00' 2100• NAIL - © 2013 The BSC Group, Inc. SET S02 38'01'E ACRE HILL SCALE: 1" = 40' L ROAD �PRIVq 0 5 10 20 TE 40' WIDE 0 20 40 80 rm PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST ; CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD ` FILE: 9794-CPP.DWG DWG. NO: 6221-01 SHEET 1 OF 1 JOB. NO: 4-9794.00 N STAKE BRAGGS LANE SET t N0247'10 W r 145.00'LOCUS STAKE SET MID—CAPE HIGHWAY , � I l 1 CERTIFY TO THE BEST OF MY ] PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, LOCUS MAP DIMENSIONS AND SETBACKS TO THE NOT TO SCALE ( ( STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON 1 I THIS PLAN ARE CORRECT. I � RECORD LOCUS INFORMATION I I wl CURRENT OWNER: PAUL W. & JANE C. SWANSON STAKE SET �I N TITLE REFERENCE: BOOK 21465, PAGE 128 m, N PLAN REFERENCE: BOOK 311, PAGE 11 NI I STAKE I SET ASSESSORS MAP: 297 PARCEL: 59 SrocvADE (�, PADPosEfl 12'X Rio' 1 cq to PROFESSIONAL LAND SURVEYOR DATE ZONING DISTRICT: RF-1 151 SETBACKS: FRONT 30' SIDE 15' LOT 8 REAR 15' STAKE ( !oy 57,171 f S.F. N SET MINIMUM LOT SIZE: 43,560 S.F: z NDWATER OVERLAY DISTRICT: GP �, I I STAKE SET 64.3' I I GARAGE DECK I CERTIFIED THE STRUCTURE IS LOCATED IN ZONE C. �� I AS SHOWN ON FIRM COMMUNITY PANEL 250001 0005 C, EFFECTIVE DATE: 8/19/85 ;; ' 1.5 STORY 33. PLOT LOT PLAN N ^ CAPE� #92 :.: LOT 9 GAS I AT EXISTING / METER LOT 7 I \ DRIVEWAY I ACRE HILL ROAD FND — — _ — J' 0' 10, 2D G' BARN STABLE STAKE I I 502�o-E M AS SAC H U S ETTS SET I 7�-TAKE 125.00'ET sSETE (BARNSTABLE COUNTY) T I N STAKE LANE SET — Barnstable Bldg. Dept. BRAGGS NO2.47'�1 Approved by: 10 =D W 145.00' — ®� ❑r n L❑CUS STAKE � Petl�11t#: - E dr rr► r — — SET — MID-CAPE HIGHWAY I I 1 1 I CERTIFY TO THE BEST OF MY 1 I PROFESSIONAL KNOWLEDGE, INFORMATION LOCUS MAP I I AND BELIEF THAT THE LOT CORNERS, I I DIMENSIONS AND SETBACKS TO THE NOT T❑ SCALE I I STRUCTURE AS DETERMINED BY I INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. I I RECORD LOCUS INFORMATION I I WI I CURRENT OWNER: PAUL W. & JANE C. SWANSON STAKE TIT LE REFERENCE: BOOK 21465, PAGE 128 SET i N N I 1 Tj PLAN REFERENCE: BOOK 311, PAGE 11 cnI I STAKE o I I SET ASSESSORS MAP: 297 "' .20' I PARCEL: 59 SToCKADE PROFESSIONAL LAND SURVEYOR DATE ZONING DISTRICT: RF-1 } SETBACKS: FRONT 30' SIDE 15' LOT 8 j 1 REAR 15' STAKE 5 7,171 f S.F. I N MINIMUM LOT SIZE: 43,560 S.F. SET 0 NDWATER OVERLAY DISTRICT: GP STAKE I 64.3 I SET THE STRUCTURE IS LOCATED IN ZONE C, }w I GARAGE esxfos�'0 Vlrr(_«cni A•00 I t CERTIFIEDtonl ; AS SHOWN ON FIRM COMMUNITY PANEL f I 49 250001 0005 C, EFFECTIVE DATE: 8/19/85 C14 ' S5 8' 1.5 STORY 33.1 . 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