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Home My WebLink About0050 MERION WAY VSo n�er � re ��.)a-y a _______._.____\_ ....\,.- : . . . , . i _ „, . _ .. . _ . ....,.... • `a - , , .. _ . - .. n a c n p� '. .. 1 4 o .. a ., - 90 or 'f . o o ail • ,.it ! wnf Barnstable • IPermi t Posted U tail Final I at it i oni HaseF ro M dStreet-Approved Plans Must be Retained on Job and this Card Must be Kept ` I \� • kWhere a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1980 Applicant Name: Mike Carvalho Approvals Date Issued: 08/07/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/07/2021 Foundation: Location: 50 MERION WAY,BARNSTABLE Map/Lot: 356-006 Zoning District: RF-2 Sheathing: r.Owner on Record: HEARNS,JOHN B Contractor Name: BRIAN D DENNISON Framing: 1 Address: 4450 SOUTH PARK AVENUE#414 Contractor License: CS-095707 2 CHEVY CHASE, MD 20815 Est. Project Cost: $42,674.00 Chimney: Description: Installation of 17 replacement windows and 2 replacement doors. Permit Fee: $ 217.64 Insulation: No structural work. Fee Paid: $217.64 Project Review Req: Date: 8/7/2020 Final: �,..4-f—iK�� Plumbing/Gas Rough Plumbing: .Building Official 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 structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: ,..) 1 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 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) 11 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 "Pers.,. stracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: .ek1/4-.� Building plans are to be available on site Fire Department- All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: c ' Town of Barnstable p;; Ill Iln g • Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. �ern 41- 4D u►+ Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-448 Applicant Name: damien teixeira Approvals Date Issued: 03/23/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/23/2020 Foundation: Location: 50 MERION WAY, BARNSTABLE Map/Lot: 356-006 Zoning District: RF-2 Sheathing: Owner on Record: HEARNS,JOHN B Contractor Name: TEIXEIRA CONSTRUCTION INC. Framing: 1 I Address: 4450 SOUTH PARK AVENUE#414 Contractor License: 118496 2 CHEVY CHASE, MD 20815 Est. Project Cost: $ 149,000.00 Chimney: Description: Construct family room addition per plan submitted Permit Fee: $809.90 Insulation: Project Review Req: Fee Paid: $809.90 Date: 3/23/2020 Final: � � =`-�J Plumbing/Gas • Rough Plumbing: \Building Official Final Plumbing: o This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within-..six months afterl`<issuance. All work authorized by this permit shall conform to the approved application and the approvedconstruction 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. 1 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) 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. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "P sons ntracting 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 c All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: gvl�® MG KEPT. MAR 1 % 2620 TOWN OF BANS.�--�LE n • V.I.F-Number or Steps `. 1 �� z A } � �� '� '� � �a ��" ItA�.ciAuxllAav _ ` ry 0I ' ru k y tea , el I "- .a %I sS. ` '� e.. : * i 'r:J : wy; ' PROPoSE� - jI n_ $`,a iv h I41 WRRion Wa0 [t DFGIS k n ..G .3ry a r a � Q I r NONEW ORK,y? z. °-t':(5 r I #` =��i^ 4 .�Ar- '0. . 9` _ ': t � t,'':r' j a :ar d - }g*c'`'- A `.- .PROPOSFQ _.UP- I `1 w s "� ( '' .r., : MUDROOM .. Ir ` I �. .. 1 AUNDRY __ . ROOM I PROPOSED } BEDROOM#1 NO NEW S P GRARA(;F' 3'-0" J '., WORK- <a...r n;°mmew f"� E NO NEW WORK — _ NO NEW WORK j xvnbrc..,u.�;et \O f `� ❑ CLOSET MASTER BEDROOM � � - jil 9 NO NEW WORK - - _ - p �'�-�.�l�HALLWAY FAMILY.ROOM3 NO NEW WORKNO NEW,WORK _, . PROPOSED1 FAMILY ROOM 1 MASTER BATHROOM —.ENTRY DINING ROOM I c.naesic.n* BATHROOM NO NEW NO NEW NO NEW WORK I/` )'. (- o {... ' �' NO NEW WORK WORK WORK II ' I 14.-0". 4'-0" EXISTING -NEW i. 18'-0" i - 24'-10" INCLUDE TRANSVERSE HEADER BRACE TO SERVE AS SHEAR WALL ON BOTH SIDE OF C 0 it iV Uv tI"1/ "D —rir ,. re Proposed Floor Plan HEADER r�•�''�t^t�,, t> t/ZCi hu i (G_ t-l-etivt `1GTb R November 20,2019 -:.. '' -� � . 150 Mellor?Wa 3 e, I_.__._,.._.,..�__�_ reieca Loiaiian Barnstable:MA 02fs30 A Yr '� Cc) e roav Cum. 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'- ------43104..,' -,Cr 4- -.' ,...„-,4&-f--;:t.',1"-rle•,..'.L' - ky, L.,<,-,t,:it..- ,,. -,,,v ,-;',„f.--P,;„..7,.., -, ..„,..;.... ....-?,.-. - 4-..,-,,, ,...,,,,,,-.... .: c-7.->,,.4.-1, ...,.----,..1.,• - ,ea: -,'- ''-, "..'"e Lov.ictliz_ 1---‘t V q- L- 5U AAct/I2-101 W A't -tfa-fa-C \ r AP21.- t AAI6' .kt . .. ... .., Boise Cascade I, = Single 11-7/8" AJS® 20 - PASSED ENGINEERED WOOD PRODUCTS J01 (Joist) 3C CALC®Member Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed September 24,2020 09:58:35 3uild 7787 Job name: File name: 4ddress: Description: floor joists City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1144 Company: Boise Cascade 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i k k 09-07-04 22-10-12 B1 B2 B3 Total Horizontal Product Length=32-06-00 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 245/245 0/0 B2, 3-1/2" 1225/0 368/0 B3,3-1/2" 515/7 152/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 32-06-00 Top 40 12 16 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3065 ft-lbs 69.7% 100% 3 22-10-13 Neg. Moment -3196 ft-lbs 72.6% 100% 1 09-07-04 End Reaction 668 lbs 55.0% 100% 3 32-06-00 Int. Reaction 1593 lbs 66.6% 100% 1 09-07-04 End Shear 648 lbs 43.5% 100% 3 32-02-08 Cont. Shear 917-lbs 61.5% 100% 1 09-09-00 Total Load Deflection ' L/472(0.577") 50.9% n\a 3 21-09-06 Live Load Deflection L/608(0.448") 79.0% n\a 6 . 21-09-06 Total Neg. Defl. U999(-0.054") n\a n\a 3 05-09-04 Max Defl. 0.577" 57.7% Ma 3 21-09-06 Span/Depth 22.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 2-1/2" 245 lbs n\a 20.2% Unspecified B1 Uplift 245 lbs B2 Wall/Plate 3-1/2"x 2-1/2" 1593 lbs n\a 66.6% Unspecified B3 Wall/Plate 3-1/2"x 2-1/2" 668 lbs n\a 55.0% Unspecified BC FloorValue®Summary BC FloorValue®: r.a-..PW 3-s°;i, I I ' I Subfloor:3/4"OSB, Glue+Nail Minimum Enhanced Premium Subfloor Rating: Premium Controlling Location:22-04-04 -Cautions Uplift of-245 lbs found at bearing B1. B01seCasade a — Single 11-7/8" AJS® 20 PASSED ENGINEERED WOOD PRODUCTS J01 (Joist) IC CALC®Member Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed September 24,2020 09:58:35 luild 7787 ob name: File name: 1ddress: Description: floor joists ;ity, State,Zip: Specifier: ;ustomer: Designer: Charles Coombs :ode reports: ESR-1144 Company: Boise Cascade Votes )esign meets Code minimum (U240)Total load deflection criteria. )esign meets User specified(U480) Live load deflection criteria. )esign meets arbitrary(1")Maximum Total load deflection criteria. 3C CALC®analysis is based on IBC 2015. composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. calculations assume member is fully braced. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based of building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.Ti obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST^", ALLJOIST®,BC RIM BOARDTM,BCK BOISE GLULAMTm,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, tBoise Cascade' Single 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB03 (Floor Beam) 3C CALC®Member Report Dry 12 spans I No cant. September 24,2020 10:03:17 3uild 7787 lob name: File name: \ddress: Description: garage girder City,State,Zip: Specifier: customer: Designer: Charles Coombs code reports: ESR-1040 Company: Boise Cascade V. T 4 4 4 4 1 1 1 1 1 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 4 1 1 4 4 1 1 4 1 1 1 1 4 1 4 4 0 1 1 1 1 4 1 4 4 1 1 1 4 4 1 1 1 1 » ixi 1' )r k 09-07-04 22-10-12 B1 B2 B3 Total Horizontal Product Length=32-06-00 1 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 241 /325 96/0 B2,3-1/2" 1555/0 1566/0 B3, 3-1/2" 445/7 254/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 32-06-00 Top 6 00-00-00 1 wall Unf. Lin. (Ib/ft) L 03-00-00 14-08-00 Top 60 n\a 2 floor Unf.Area(Ib/ft2) L 00-00-00 32-06-00 Top 30 12 01-04-00 3 Reaction from FB01 at Conc. Pt. (Ibs) L 03-00-00 03-00-00 Back 87 163 n\a bearing B1 4 Reaction from FB02 at Conc. Pt. (Ibs) L 14-08-00 14-08-00 Back 523 337 n\a bearing B1 Controls Summary Value %Allowable Duration. Case Location Pos. Moment 3777 ft-lbs 35.5% 100% 3 21-01-10 Neg. Moment -5699 ft-lbs 53.6% 100% 1 09-07-04 End Shear 619 lbs 15.7% 100% 3 31-02-10 Cont. Shear 1754 lbs 44.4% 100% 1 10-08-14 Total Load Deflection L/404(0.674") 59.5% n\a 3 21-01-10 Live Load Deflection U644(0.422") 55.9% n\a 6 21-01-10 Total Neg. Defl. U999(-0.071") n\a n\a 3 06-00-15 Max Defl. 0.674" 67.4% n\a 3 21-01-10 I Span/Depth 22.9 %Allow %Allow 1 Bearing Supports Dim.(LzW) Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" 337 lbs n\a 7.3% Unspecified B1 Uplift 229 lbs B2 Wall/Plate 3-1/2"x 1-3/4" 3121 lbs n\a 67.9% Unspecified B3 Wall/Plate 3-1/2"x 1-3/4" 699 lbs n\a 15.2% Unspecified Cautions Uplift of-229 lbs found at bearing B1. t Boise Ca dopUC� l ' Single 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD FB03(Floor Beam) 3C CALC®Member Report Dry 12 spans I No cant. September 24,2020 10:03:17 3uild 7787 • lob name: File name: kddress: Description: garage girder ;ity, State,Zip: Specifier: ;ustomer: Designer: Charles Coombs ;ode reports: ESR-1040 Company: Boise Cascade Votes 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. 3C CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. :calculations assume member is fully braced. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based or building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.Tc obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM',BCI® BOISE GLULAMTm,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 0 Boise Cattalo' � Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB01 (Floor Beam) IC CALC®Member Report Dry 11 span I No cant. September 24,2020 07:53:08 Iuild 7787 ob name: Hearns File name: • address: 50 Merion Way Description: garage door header ;ity, State,Zip: Barnstable,MA Specifier: ;ustomer: Mahoney lumber Designer: ;ode reports: ESR-1040 Company: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 424 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ._ ,1 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I LS. BSI k 16-06-00 6 B1 2 Total Horizontal Product Length=16-06-00 Reaction Summary (Down I Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B 1,3-1/2" 2846/0 3449/0 4269/0 62, 3-1/2" 2846/0 3449/0 4269/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-06-00 Top 21 00-00-00 1 roof Unf.Area(Ib/ft2) L 00-00-00 16-06-00 Top 15 30 17-03-00 2 Unf.Area(Ib/ft2) L 00-00-00 16-06-00 Top 30 12 11-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 34255 ft-lbs 68.4% 115% 3 08-03-00 End Shear 7233 lbs 45.0% 115% 3 01-05-08 Total Load Deflection U283(0.681") 84.8% n\a 3 08-03-00 Live Load Deflection U466(0.413") 77.3% n\a 6 08-03-00 Max Defl. 0.681" 68.1% n\a 3 08-03-00 Span/Depth 13.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material 61 Wall/Plate 3-1/2"x 5-1/4" 8786 lbs n\a 63.7% Unspecified 62 Wall/Plate 3-1/2"x 5-1/4" 8786 lbs n\a 63.7% Unspecified 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. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Calculations assume member is fully braced. Connection Diagram: Full Length of Member aF- ° c ° AN ° ° • a e °� • % W P sasaCascade = Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENG:,CERCO WOOD PRODUCTS FB01 (Floor Beam) 3C CALC®Member Report Dry 11 span I No cant. September 24,2020 07:53:08 3uild 7787 lob name: Hearns File name: kddress: 50 Merion Way Description: garage door header City,State,Zip: Barnstable, MA Specifier: customer: Mahoney lumber Designer: code reports: ESR-1040 Company: connection Diagram: Full Length of Member 3minimum=2" c=5" D minimum=3" d=6" e minimum=3" Nailing applies to both sides of the member Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based or building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.Tr obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', • ALLJOIST®,BC RIM BOARDN,BCI6 BOISE GLULAMTM' BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, PI..... n _an BaN� arcade° Single 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB01 (Floor Beam) 1C CALC®Member Report Dry I 1 span I No cant. September 24,2020 09:54:24 guild 7787 ob name: File name: kddress: Description: stair header :ity,State,Zip: Specifier: ;ustomer: Designer: Charles Coombs ;ode reports: ESR-1040 Company: Boise Cascade 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 24 4 4 4 4 1 4 1 1 1 1 1 1 4 1 1 , , 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 4 1 1 1 4 1 1 4 1 1 4 1 1 04 1 1 1 1 4 1 4 4 4 1 4 4 1 4 1 k k B1 04-00-00 B2 Total Horizontal Product Length=04-00-00 Zeaction Summary (Down / Uplift) (Ibs) 3earing Live Dead Snow Wind Roof Live 31, 2" 87/0 163/0 32, 3-1/2" 93/0 173/0 _oad Summary Live Dead Snow Wind Roof Tributary Live rag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 04-00-00 Top 6 00-00-00 Unf.Area(Ib/ft2) L 00-00-00 04-00-00 Back 30 12 01-06-00 ? wall Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 60 n\a controls Summary Value %Allowable Duration Case Location 'os. Moment 217 ft-lbs 2.0% 100% 1 01-11-04 End Shear 101 lbs 2.6% 100% 1 01-01-14 rota)Load Deflection U999(0.002") n\a n\a 1 01-11-04 _ive Load Deflection U999(0.001") n\a n\a 2 01-11-04 Vlax Defl. 0.002" n\a n\a 1 01-11-04 Span/Depth 3.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 2"x 1-3/4" 250 lbs n\a 9.5% Hanger B2 Wall/Plate 3-1/2"x 1-3/4" 266 lbs n\a 5.8% Unspecified Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Use of the Boise Cascade Software is Design meets Code minimum(U360) Live load deflection criteria. subject to the terms of the End User License Agreement(EULA). Design meets arbitrary(1")Maximum Total load deflection criteria. Completeness and accuracy of input Hanger Manufacturer: Simpson Strong-Tie, Inc. must be reviewed and verified by a BC CALC®analysis is based on IBC 2015. qualified engineer or other appropriate expert Design based on Dry Service Condition. anyoneorelying ron such adequacy,e its ut priors to Y P Calculations assume member is fully braced. evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS® Single 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ®BoiseCascade' ENGINEERED WOOD PRODUCTS FB02 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 24,2020 09:56:06 Build 7787 Job name: File name: Address: Description: stair header City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 1 1 1 4 1 1 1 1 1 4 1 1 1 1 1 121 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 4 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 X 1' ix B1 04-00-00 B2 Total Horizontal Product Length=04-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 523/0 337/0 B2, 3-1/2" 557/0 359/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 04-00-00 Top 6 00-00-00 1 floor Unf.Area(Ib/ft2) L 00-00-00 04-00-00 Back 30 12 09-00-00 2 Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 60 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 746 ft-lbs 7.0% 100% 1 01-11-04 1 End Shear 347 lbs 8.8% 100% 1 01-01-14 Total Load Deflection L/999(0.007") n\a n\a 1 01-11-04 Live Load Deflection U999(0.005") n\a n\a 2 01-11-04 Max Defl. 0.007" n\a n\a 1 01-11-04 Span/Depth 3.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material 31 Hanger 2"x 1-3/4" 860 lbs n\a 32.8% Hanger 32 Wall/Plate 3-1/2"x 1-3/4" 916 lbs n\a 19.9% Unspecified Votes Disclosure )esign meets Code minimum(U240)Total load deflection criteria. Use of the Boise Cascade Software is )esign meets Code minimum (U360) Live load deflection criteria. subject to the terms of the End User )esign meets arbitrary(1")Maximum Total load deflection criteria. License Agreement( curac anger Manufacturer: Simpson Strong-Tie, Inc. Completeness and accuracy of input must be reviewed and verified by a 3C CALC®analysis is based on IBC 2015. qualified engineer or other appropriate )esign based on Dry Service Condition. expert to assure its adequacy,prior to ;alculations assume member is fully braced. anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, age 1 of 1 0 Bois'Cascade' l.,`_ Single 11-7/8" AJS®20 ' PASSED ENGINEERED WOOD PRODUCTS J01 (Joist) BC CALC®Member Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed September 24,2020 09:58:35 Build 7787 Job name: File name: Address: Description: floor joists City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1144 Company: Boise Cascade 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k 09-07-04 22-10-12 B1 B2 B3 Total Horizontal Product Length=32-06-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 245/245 0/0 B2, 3-1/2" 1225/0 368/0 B3, 3-1/2" 515/7 152/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 32-06-00 Top 40 12 16 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3065 ft-lbs 69.7% 100% 3 22-10-13 Neg. Moment -3196 ft-lbs 72.6% 100% 1 09-07-04 End Reaction 668 lbs 55.0% 100% 3 32-06-00 Int. Reaction 1593 lbs 66.6% 100% 1 09-07-04 End Shear 648 lbs 43.5% 100% 3 32-02-08 Cont. Shear 917 lbs 61.5% 100% 1 09-09-00 Total Load Deflection . J472(0.577") 50.9% n\a 3 21-09-06 Live Load Deflection U608(0.448") 79.0% n\a 6 21-09-06 Total Neg. Defl. U999(-0.054") n\a n\a 3 05-09-04 Max Defl. 0.577" 57.7% n\a 3 21-09-06 Span/Depth 22.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 2-1/2" 245 lbs n\a 20.2% Unspecified 61 Uplift 245 lbs B2 Wall/Plate 3-1/2"x 2-1/2" 1593 lbs n\a 66.6% Unspecified B3 Wall/Plate 3-1/2"x 2-1/2" 668 lbs n\a 55.0% Unspecified BC FloorValue®Summary BC FloorValue®: IV,rt----v-taX11 I I I Subfloor: 3/4"OSB, Glue+Nail Minimum Enhanced Premium Subfloor Rating: Premium Controlling Location:22-04-04 Cautions Uplift of-245 lbs found at bearing B1. Pana 1 of 9 ®Bois9Cascade° I_`. ENGINEERED WOOD PRODUCTS Single 11-7/8" AJS®20 PASSED J01 (Joist) BC CALC®Member Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued &nailed September 24,2020 09:58:35 Build 7787 Job name: File name: • Address: Description: floor joists City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1144 Company: Boise Cascade Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. BC CALC®analysis is based on IBC 2015. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Calculations assume member is fully braced. • Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARD'TM,BCI®, °BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 'age 2 of 2 Boise Cascade Single 1-3/4" x11-7/8"®ENGINEERED WOOD PRODUCTS VERSA-LAM® LVL 2.1E 3100 SP PASSED FB03(Floor Beam) BC CALC®Member Report Dry 12 spans I No cant. September 24,2020 10:03:17 Build 7787 Job name: File name: Address: Description: garage girder City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 0 W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 4 1 1 1 4 1 1 1 04 1 1 4 1 1 1 1 4 4 1 1 1 4 1 1 > I51 L . 61 09 4 k 22-10-12 B2 B3 Total Horizontal Product Length=32-06-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 241 /325 96/0 B2, 3-1/2" 1555/0 1566/0 B3,3-1/2" 445/7 254/0 Load Summary Live Dead Snow Wind Roof Tributary TagDescription Live P Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 32-06-00 Top 6 00-00-00 1 wall Unf. Lin. (Ib/ft) L 03-00-00 14-08-00 Top 60 n\a 2 floor Unf.Area (Ib/ft2) L 00-00-00 32-06-00 Top 30 12 01-04-00 3 Reaction from FB01 at Conc. Pt. (Ibs) L 03-00-00 03-00-00 Back 87 163 n\a bearing B1 4 Reaction from FB02 at Conc. Pt. (Ibs) L 14-08-00 14-08-00 Back 523 337 n\a bearing B1 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3777 ft-lbs 35.5% 100% 3 21-01-10 Neg. Moment -5699 ft-lbs 53.6% 100% 1 09-07-04 End Shear 619 lbs 15.7% 100% 3 31-02-10 Cont. Shear 1754 lbs 44.4% 100% 1 10-08-14 Total Load Deflection U404(0.674") 59.5% n\a 3 21-01-10 Live Load Deflection L/644(0.422") 55.9% n\a 6 21-01-10 Total Neg. Defl. U999(-0.071") n\a n\a 3 06-00-15 Max Defl. 0.674" 67.4% n\a 3 21-01-10 Span/Depth 22.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" 337 lbs n\a 7.3% Unspecified B1 Uplift 229 lbs B2 Wall/Plate 3-1/2"x 1-3/4" 3121 lbs n\a 67.9% Unspecified B3 Wall/Plate 3-1/2"x 1-3/4" 699 lbs n\a 15.2% Unspecified Cautions Uplift of-229 lbs found at bearing B1. 'age 1 of 2 Boise Cascade' r" Single 1-3/4" x 11-7/8" VERSA-LAMS LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS • FB03(Floor Beam) BC CALC®Member Report Dry 12 spans I No cant. September 24,2020 10:03:17 Build 7787 Job name: File name: Address: Description: garage girder City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 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. BC CALL®analysis is based on IBC 2015. Design based on Dry Service Condition. Calculations assume member is fully braced. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 'age 2 of 2 1 50180 Cascade' t r Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS 1 FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 24,2020 07:53:08 Build 7787 Job name: Hearns File name: Address: 50 Merion Way Description: garage door header City,State,Zip: Barnstable, MA Specifier: Customer: Mahoney lumber Designer: Code reports: ESR-1040 Company: 1 1 1 , 1 1 1 1 1 1 1 1 1 1 424 1 1 1 1 1 ll ! ! ! ! l l l i l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 414 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 xi k B 1 16-06-00 B2 Total Horizontal Product Length=16-06-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 2846/0 3449/0 4269/0 B2,3-1/2" 2846/0 3449/0 4269/0 Load Summary Live Dead Snow Wind Roof Tributary TagDescription Live p Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-06-00 Top 21 00-00-00 1 roof Unf.Area(Ib/ft2) L 00-00-00 16-06-00 Top 15 30 17-03-00 2 Unf.Area(lb/ft2) L 00-00-00 16-06-00 Top 30 12 11-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 34255 ft-lbs 68.4% 115% 3 08-03-00 End Shear 7233 lbs 45.0% 115% 3 01-05-08 Total Load Deflection U283(0.681") 84.8% n\a 3 08-03-00 Live Load Deflection U466(0.413") 77.3% n\a 6 08-03-00 Max Defl. 0.681" 68.1% n\a 3 08-03-00 Span/Depth 13.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material 61 Wall/Plate 3-1/2"x 5-1/4" 8786 lbs n\a 63.7% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 8786 lbs n\a 63.7% Unspecified 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. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Calculations assume member is fully braced. Connection Diagram: Full Length of Member rill.. Lr_dl r o •T . • 0 re i • . .oo e /fig r 'age 1 of 2 BoitieCascade' r Triple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 24,2020 07:53:08 Build 7787 Job name: Hearns File name: Address: 50 Merion Way Description: garage door header City, State,Zip: Barnstable, MA Specifier: Customer: Mahoney lumber Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member a minimum=2" c=5" b minimum=3" d=6" e minimum=3" Nailing applies to both sides of the member Connectors are:3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, gage 2 of 2 f ®BoeCascadeSingle 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS ( I FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 24,2020 09:54:24 Build 7787 Job name: File name: Address: Description: stair header City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 4 1 1 1 1 1 4 1 1 4 1 4 1 1 4 4 24 4 4 1 4 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 01 1 1 4 1 1 1 1 1 1 1 1 1 4 1 1 k � 61 04-00-00 k Total Horizontal Product Length=04-00-00 B2 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow B1 2" 87/0 Wind Roof Live 163/0 B2,3-1/2" 93/0 173/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 6 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 04-00-00 Back 30 12 01-06-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 60 Ma Controls Summary Value %Allowable Duration Case Location Pos. Moment 217 ft-lbs 2.0% 100% 1 01-11-04 End Shear 101 lbs 2.6% 100% 1 01-01-14 Total Load Deflection U999(0.002") n\a Ma 1 01-11-04 Live Load Deflection U999(0.001") n\a Ma 2 01-11-04 Max Defl. 0.002" n\a n\a 1 01-11-04 Span/Depth 3.7 Bearin Supports %Allow g Dim.(LxW) Value Support Member Material B1 Hanger 2"x 1-3/4" 250 lbs Ma 9.5% Hanger B2 Wall/Plate 3-1/2"x 1-3/4" 266 lbs Ma 5.8% Unspecified Notes Disclosure Design meets Code minimum (U240)Total load deflection criteria. Use of the Boise Cascade Software is Design meets Code minimum(U360) Live load deflection criteria. subject to the terms of the End User Design meets arbitrary(1")Maximum Total load deflection criteria. License Agreement(EULA). -langer Manufacturer:Simpson Strong-Tie, Inc. Completeness and accuracy of input 3C CALC®analysis is based on IBC 2015. must be reviewed and verified by a qualified engineer or other appropriate Design based on Dry Service Condition, expert to assure its adequacy,prior to calculations assume member is fully braced. anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTT^ BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 'age 1 of 1 SBoisecascada Single 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB02(Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 24,2020 09:56:06 Build 7787 Job name: File name: Address: Description: stair header City, State,Zip: Specifier: Customer: Designer: Charles Coombs Code reports: ESR-1040 Company: Boise Cascade 4 1 4 1 1 1 4 1 1 1 4 1 1 4 1 1 21 1 4 4 1 4 1 4 1 4 1 1 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 4 4 4 4 4 1 4 4 1 4 1 4 4 04 1 4 4 4 4 4 1 4 1 1 4 1 4 1 4 04-00-00 B2 Total Horizontal Product Length=04-00-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 523/0 337/0 B2, 3-1/2" 557/0 359/0 Load Summary Live Dead Snow Wind Roof Tributary TagDescription Live P Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 6 00-00-00 1 floor Unf.Area(Ib/ft2) L 00-00-00 04-00-00 Back 30 12 09-00-00 2 Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 60 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 746 ft-lbs 7.0% 100% 1 01-11-04 End Shear 347 lbs 8.8% 100% 1 01-01-14 Total Load Deflection U999(0.007") n\a n\a 1 01-11-04 Live Load Deflection U999(0.005") n\a n\a 2 01-11-04 Max Defl. 0.007" n\a n\a 1 01-11-04 Span/Depth 3.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 2"x 1-3/4" 860 lbs n\a 32.8% Hanger B2 Wall/Plate 3-1/2"x 1-3/4" 916 lbs n\a 19.9% Unspecified Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Use of the Boise Cascade Software is Design meets Code minimum (U360) Live load deflection criteria. subject to the terms of the End User Design meets arbitrary(1")Maximum Total load deflection criteria. License Agreement(EULA). Hanger Manufacturer: Simpson Strong-Tie, Inc. Completeness and accuracy of input must be reviewed and verified by a BC CALC®analysis is based on IBC 2015. qualified engineer or other appropriate Design based on Dry Service Condition. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 'age 1 of 1 ►^'l 22-.3 r.-2 i3 ti-12. 0 jfk_egzA, Nt'S -Pee.4.0ip4 - , ei I 1�ga g --Zer kV- c g w/.7i Z Av r . --- 1 oft G-�Pe-A “ 4gAimf boiAL moi - -10 4_ 1� ik ?,erM cU to .p.., { .. _., a•;, :.., NS 4 *5 ,, 4 a 111 ,---) .yii sr" ; . -r- .m •1, .`: e Mb 1(� 1 i e� :...— -- • . _r II3k r,i of s • . ... .. • . .47-- , . 17-, . 6) 1......._....47-; ...___ •-:,...„,.....„:„.. .„..,...7" _..... . ..,. -......,:„..."-,,,,,,,,:,....„4_,,,,,,,,,,,,, •-......0.—risi , , •,..,_,;," ...„„..,;,..--- • . N. ':-.... ,:-.....,,N,,,. ...4„,,,,,,,,,,,." . • -,. _,.. I .. ...,1" ..,. _ - . . . . . . . 1 1 1 . . — • 1 sou ._.. . .. .__._ .. ... .... _ .., . 1..f.',1/111,46._ „...... . ‘.5e_ALcii, /1 4 z. 1 ! , , . .. 1. "'" wd�r . .. .. 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Dartmouth 508.990.0440 • Fax 508.477.6934 P.O. Box 754 • Sandwich, MA 02563 • www.teixeiraconstruction.com � Town of Barnstable :3 Building 1 t Post This Card So That rt is'�/ls�ble':Frdm,the Street ,.Ap rov,.etl Plans,Musi:be Retained on,Job and:ahiseC rd'Must be Kept Postetl Unti Final Inspection Has.lee'OMade er Permit Sbj9' ,', 'y t, - .4: B +' x &c'` d` .. r a ., £ '�` > R Where4a Certificate`of,Occupancy i Rectuired,-syctt Bulldmg shall No#bez,A._end until a F�nat Ir"spection has been rna`de Permit No. B-19-1230 Applicant Name: Jasen Muto Approvals Date Issued: 05/13/2019 Current Use: Structure Permit Type: Building-Deck Expiration Date: 11/13/2019 Foundation: Location: 50 MERION WAY, BARNSTABLE Map/Lot 356 006 Zoning District: RF-2 Sheathing: Owner on Record: HEARNS,JOHN B - Contractor,Name MUTO INC. Framing: 1 Address: 4450 SOUTH PARK AVENUE#414 z `- Contractor License 183111 2 CHEVY CHASE, MD 20815 . _ Est�Proiect Cost: $ 18,000.00 Chimney: Description: Build 14'x 24'deck Permit Fee: $ 110.00 �. Insulation: Project Review Req: Must meet 780 CMR f to• Fee Paid:; $ 110.00 Final: Date 5/13/2019 2/ LO q .t .,,, -,,,,,,,,if?.1,-- ‘,,, ,, ,,:,,,, . 1 �� Plumbing/Gas �" Rough Plumbing: A ,.- • , r _.Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mo after issuance. All work authorized by this permit shall conform to the approved application and theiapproved construction documents fornths which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str°uctures shall be in compliance with the local zoning11?y laws and codes. This permit shall be displayed in a location clearly visible from access street or d and shall be maintained open for public inspectioFn for the entire duration of the Final Gas: roa work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bwldmg and Fire Officials are provided on this•;permit. Minimum of Five Call Inspections Required for All Construction Work:; 1� �?� Service: 1.Foundation or Footing � ' 2.Sheathing Inspection • Rough: - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Priorto 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 Town of Barnstable Building �� - ui ing r g 1,A _It1 PostThis Card So That it is,Visible;From the Street,-:Approved<Plans Must be Retained on Job=and this Card Must be Kept *� Posted Until Final Inspection Has Been Made - Permit i6S� � 1 111 r l Where a-Certificate of Occupancy;;is Required,such Building shall.Not be Occupied.until a Final;lnspection,has been made . Permit No. B-19-1456 Applicant Name: Alexander Ranney Approvals 11 Date Issued: 05/15/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 11/15/2019 Foundation: Location: 50 MERION WAY, BARNSTABLE Map/Lot 356-006 Zoning District: RF-2 Sheathing: Owner on Record: HEARNS,JOHN B I Contractor Name:NALEXANDER M RANNEY Framing: 1 Address: 4450 SOUTH PARK AVENUE#414 Contractor License: CS-088595 2 CHEVY CHASE, MD 20815 _ ( -Est Project Cost: $36,375.00 Chimney: Description: Remodel Master Bath and Hall Bath as per plans ' Permit Fee: $235.51 _'. Insulation: Project Review Req: No workers comp affidavid at front desk f Fee Paid: S 235.51 Date: 5/15/2019 Final. e clic-- r `"'` Ld�_;v4 Plumbing/Gas Rough Plumbing: x- , ``�E,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 thelapproved 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. 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:j1 Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection ........�_._..�_w__.....-..:. ........ .�._.....,.... _ _ .�-- 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. 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). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT „r -~'�.� Town of Barnstable . SHET a me Services � °�ti $ullding Department nt S r'�I �p/y ” •. ss' Brian Florence,CBO 0j . BuildingCommissioner �O �9y1 O�iO sAxrsr�r.�.� Gyp to �. ‘ :s3C. 4' 200 Main Street, Hyannis,MA 02601 0 09 1,4„.,ren � arnstable.ma.us �'� J www.town b • q,Qy sT, Office: 508-862-403 8 • Fax: 508-790-.'a;�Q PERMIT# - a�I FEE: $35.00 SEW REGISTRATION RESIDENTIAL ONLY 200 square feet or less ' DO K-elion Wa CIQUd Ma, . 02(037 Location of shed(ar1aress) Village • �) ohn B 1-61cS • Property owner's name Telephone number • lox la j5(0 - OO Size of Shed Map/Parcel# 47 afnr- Y-/ - /, ,re a 111 Date Hyannis Main Street Waterfront Historic District? • • Old King's Highway Historic District Commission jurisdiction? 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 EKE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. • 'FELLS FORM MUST BE ACCOMPANIED BY A • . PLOT PLAN . sbedre Q forms g REV:08/6/17 Neiltwinsgh-e,llsotk-h `n� is -Tu iNi c' PROPERTY MAPS' r 3 + 5 Legend � � ►� . 1:� ' ��av � Parcels. ' ' : ..� '"" � �, --Town Boundary 51 John 6 , i_p a r n3 Q -' Railroad Tracks .,� � Buildings S(1 i„ � _i 0 Approx.Building J�/, C� ti Buildings d — Painted Lines 44 8 Parking Lots :x{ 4 L� Paved : Unpaved t ii Driveways 356005 fi �` 350041 ®44 0 Paved 3 Unpaved e Roads �,,. Q Paved Road s i Et u C7 Unpaved Road l Bridge a' ( - - @ 0 Paved Median Streams - Marsh �� q 0 Water Bodies 356006 -s B� 0 i f. i Vi e �v OD T ..............„,......,,..). , , ii '. 3 i 35fl023 \ ..."- f r €83...--'''''..---A\ „,_ f,. I irk • p'� .p r - ). \/ 0 fto ~.tom,n • Map printed on: 4/18/2°19 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are - -. 1 Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o2601 0 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 42 feet 0 cartographic errors or omissions. gis@town.barnstable.ma.us l — , . ti Assessor's •maP, and lot :number (.."?,3-d— 4 c, . 0 ,y, pc,A .. / d -2p--7,r-- i . e ,:r . ' SEPTIC!SYSTV IlfraST BE , 3 Ef!"/ ,-. - r4 ; r INSTALLED IN COMPLIANCE . SewagegPermit number - - * ' WITH ARTICLE II STATE c --1 ' ft-1 SAN ITkIlY CODE AND TON . ,, i r . t , 0 IN E ro T TOWN ' OF BA-RNsrrEA.Higt . ,,7, * - . - - r.., :. , ,,,,v,. , , .,•. tr„ - , ... . . t maim:An-a 11 ',I, ' \--<ii6A839a :1'•- :...., , •-- : . ._ , , ,.... • • ‘'%t • 47 --' *r.-: B U it D I 1 G INSPECTOR s,,,..... . . ' - . . t-6 "d• x 1 . . TT A-PPLICATION FOR. PERMIT TO " 0 0 . }—, , . . . • TYPE OF CONSTRUCTION ''''• ---7-02.71.C., . . ' . e.., . . t•-• • R: . O ''.7 /4 19 7) TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 1 ' ial A Corviniiwid. ii.i.43.4c . Proposed Use (,4 l a F.4•Vi,I t.Y *4"." 413 C::L LI IV a Zoning District c—ZrD - 3 Fire•District p riv5r,,,41-- , Name of of Owner .C2x.a.,..W,A.W.C., Address IX Y93 DftitAg , 12-43 Ck Name of Builder .N.Coktitut.4.30.10207.S...Catp Address 58% 1.71/12. NJ Name of Architect IAA)-e, Address , , . • Number of Rooms S Foundation Exierior LOOdd tS-4 iitiLt.S Roofing Aphot tre' ' Floors C.AK Interior 5-4 rtrrOCk Heating r Lot LoAtee.,.,, Plumbing ,,?, YP, Keg.c Fireplace es.) • Approximate Cost (7/ /c000 .0 , .. Definitive Plan Approved by Planning Board 19 . Area J. Diagram of Lot and Building with Dimensions Fee 3 ( 0 SUBJECT TO APPROVAL F BOARD OF HEALTH • ' . . ., . i - . t / , • 'S f 1* 1 N. • .. ..,, i tiovsc..,1 . . 06 ; 1 t .If rip.t's. • - . . . fl• . . f\ ' "..."....."..„.„....„../.7— . 1 -,...... -4,... . • Ain /0W Wi' Q 7 q-- , I hereby agree to conform to all the Rules and Regulations of the Town f Barnstabl regarding the above construction. op . Name \ 1.4., 0 .,.• Drake, 0. B. 18021 - ne No Permit.. fo( story, . single family -dwelling V V ` ` `b. .�. ... . , r is Lcit Location J '5 triaging=---30.A...ii\S4.14, )6) _ ,-. . t a I r 0. B. Drake _ I '. Owner - - ' ,F-,, frame • I • -r Type'of Construction _ 1 `� f . - 2 . Plot ' Lot 101A ' ,,, _ • _ S. r w o ;- i L ' ' October 28 • I. 75 • Permit Granted 19 - Date of Inspection .l,! .,/l�7 1 � tio�i"`�'�(19 - 1 . `°i, -vi47o _ - _ Date Completed " _19 ;. 6 . . : _ PERMIT'REFUSED • . - . Fc ) V" `'' -79 ti - I f~ _jx ' f . r. • { • 1 V �' TIf Approved 19 • .. 0 tom, v i27 77 ,'r--------- 4° .c.96 1\ ,6 Nr G� ' P, n P o A q G 47 e Q �y(i,..rt i'. �-1.. a A, e 4., 54,:t \ % q\ I 1pT��°° b° 14, • P` l0/J .5' C r,1c /E,, PLo r Pe'.9A' rt'J' 4,cg7-ioN eA,QNSTABLE, MA55. `� SCALE //z/.lio g DATE oar. .27/9 75 AI.4A, .eEF 5f2w0 4,7- n`/o/A SNoN/N ON A PLAN L"c,e Ce..MHAQu/b ,SEALTy reeds 7- AND ,eEC'OZD6a /, PL. et', 24.2 ': /�7 " , ie.4I a�,•il Y .I CEZ7`/A y 7/AT THE ExisTiNG i..4 EDWARD bt vVP 7 ON SNoWA1 oN TA//s /' ,'. ,"-, 'Et. ni /'' PLAN/5 LoCATE?, G / Vie'(',eot wD `' �Vo.20100 / 45 SAbWv/ ,L/E.eECW -4,vD T//A7- /T 9 O �' Fc/STS�`4`®� b CONFber13 To 7-Ne- Z1Ni-" 4.464.13 ' 44,0 slittO'' '" DA" THE To wmv oi- 13A,eNSrABLE, ate.v kt e. n� .9 y/ COLo/vy Bu/LT,�& sS_. 77,r7p•u4- __ oar 27i97S .AEG- 1-4'vt) -Sve✓NyoC